Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1000-115.-17-17
- - ~qq3 ~ TEST NOL ES o-x ~ • /LO w MUO [KEEN A N_,.' me° 5N° NALL•5 CREEK ~ YL/ ro .as .wt ua.N.rr°r0 _ •i 1. °e eo s _ R Y1r°^ I S~gbY su. .4 wrya.'a S uh e.w ~•ti tTY W,l 'rlva a o iiMq• a `'"ayysrgrrrE J}. tNd x'mY :mYM r ~i. nwi .ew' Y4y ~ 5%f i ~ w ~ • S 8 f n m ~~ia1 i1Y NpN/IT q'WN q'W nnrr i ' RhR r.e°.:9 vuwnYNV.i o ~9t .ue.y1 rtEOaBMtrBeWt r _ '~I r 'O aA !a• , ) h ]i ` / "T L< ° µtp3r e mm r u.va4 S - x.. C~E i _ %/B /n low -:ww n°_w' w LOTLJ [ °LP w /,e ~ Onp q p . ton/- mTJO tarrJ aB)sJf x SO. /l/J. x n° area/ sI•LBO S.F. /s/ /e/ F STREE. mrw rvp °n , B +n~c.ae.a °.w+ n Af, JSP J.F. LOTPB a ~C ae N, o /1/ 3 N/ ` 9.3//J.F DBOI J. F, p d ' .,u.o u.nu . Y e.cJn /sl vm'~°•" a..°.r,n~v o~t>~ rYPICAL PLOT FLAN y ae.vsr .c r ~ I~ "w •°+e 3 Yu„o ....e.. ~ .u.e «xe1. ~ 6 res. y Oh' 4 SwNI - ^ ~ [OCArION MAP ? ,4 ~ , A .n1.o.yr. v..lY Nxrr ~ e~ y9~~lx tuts r.roo I =qt 3E "v.., N4<LJ' „ g„ n ~ ]b Sx? _ E+` °,u8 % -:°r~ ~ v.~ +w. ~'Lo I° e J ~ 24. 4 i e'. m~ _ (W/s//(A srNx ~E $ t - 4p{~- - °'^'.m,° * o; / R~ / \ YB Er~[x~ K _ - I LOT 33 it Ef ~ I n"P~. e aa` ~ fo 9 \ /(n/' rn' ~ 14 trAr 'Y` ~ i a. I 6 / 1 'ply P,~O,T,.3,.' j 1tor3s ~ La ~sasT c° ur%°s~~ tl~/ ,p~~'~ / 2 ~~a ( µ,BP' ,ao~ ~'wi ~ ~ i i6 L 1 v1AF M' ze ~ 4%PS P r e d / I } I. ,I` Or1r/~Ar ~ \ (11 A9'.\0. ~ ~9 Serf - ( ~ 1~ i I ..<xs \ / / 4 41 f?y ~ ever , ~ a9 ~ r„~ ~hr°y No .Ar. ~ I 4 11 ~ \D wY NfP r , / L'By$ \ \ • A° rlxB 1 'E•r•Ya I wd (FI]MM r / m•a` , r~ _ Ir, / 61 QBI l 4,:.0 ~ a ?e P~' $$u ( \ 1~4 sF ° wL iern[ ~ r roa \ Y ' r c? B /1 / ( \ A'i Re ' "J. 1- \ Lµ epl u-{ jy I •I h ; 4. . ~ za 4 e~ \\s; \ L~yase ~ ~P~%a~v ~ , tors ~ 1` ~ S. ~ I a ; 8 tOT M ~ \ • ~ r 36 z \ ~ x a ,u (zW ~ ° Aj , ± / / 'S I` ~ 'Y sl \ i =a >N r{ mo TYPICAL SEWAGE 0/SPOSAL SYSTEM = 3 ' I U.lr5p61 YIe \ Le e5 \ ~ .wo ~~Y \ 8~ \ r`JJ' ~ LOTfO \x , '2 mm 1urN,Ar \ s•SOf pJ Y ~ ,1 Ol. mrlB / a I Y 1-/KWpYS r(p YI/N iI Y LOT~s~ \ r]°° N.•afa 1L L)t AF Lt00/ .Y Q e9'~~t O~ \ a , 8E AAer~tF ~ >4 Srr °YV'~ ON/VE ~ i1t NtaPAI m ~ cnawo Yrr(w_ °r n II-;...'- :OTe~s r. \\Y_ u'~ Ys °n"aN ~1'/ i~1 \ F•n u I} _ ~ ~ ~1'~j ~ ~`•1// +,w,,,.'.w`°' °F c Ifs! ~:i~P 1r ~j•or. v ti, 1 I .ue * V ( \ N ~e~ • ~ ' ~ ~ - I- w•~° , G.er sio~r~ CS i/J/. j y=t ~ n1 l~ usF / vom srsrtY av mrs. r r m n w_ar s5 !P_..__ i ' II 1 LOf~SSe Y \ Yrv! B~~ Wrv'Y Z L ° ' e..r..n° , [KEEN Ye• ~ e`er 1~~Nr ~ ~ i ~r i~ - ~ ~ ~F ~ rpmosi s s ( w ~ ~ IrK PI M lP Dt ~ L 4L r As/ry ~ Ie?P Y N° •ci W2t/5 3 ~Y°^rt° /G ~ o1s`e I IH ,i \Y e~W t"°a~ ~ .Tw':eT~Y.~' - - ~ \e iw+•°• c 4 ! a uA/. Sir,J 'r~ / ti. ~io is F' d asr 1\ti, ~ 11a. 1>eTH F toils ( it e. ..Y-`MF t t 1 T13 635.. ee.rNt! / T. E_` 1 -M~_ 4ff~Ly _ M Or. ~ xIXN ° Iw . 7 ` Ii•r1/Sf \ !l. 1 r/1 e),h ti 1 ~ / P00~ ~ ~ \Y - / /1 ' ,nw ° le ~ • " \le ~ii s°F nr t _ / ue~ vxm wualWw. -w ucs I ~T~p ~,o yE. n~~~ 8, \ \i\ IAs~sf. ~ / / n la ,a.' le 16 r+TS 1~ ,s~rPrs, ` we^ X117 ...r ? °N a r vPp/~ I ~ ' aYA ii' \~1 w rsl y j b~ L a• .o 10 1~~ T f 1 1 ~ ~ r ] ~ll_ _S"'V ` sab(x 1rL \ I pp d/ F-~ I .m ° 1° ~ \ r ° • 7CB e\ ~ IlSZ S.F. I rw 1. W°~ . .e° w.. ~ - ~ l N y~ T 19. ll0 ~ PpO ihd ~ ~ ~r •arl n5 , 1 sl \'r~~. dd \rr'' ~ Y/ UgiN9r ~•LO{B ~ eT~e~J In ~.'..'.y. 09~w ~ M,°m '~W ~l-~Gr E~ Lt r5 L \ 1 • I .:i~ ~ / /,7 3 ...°.°e \ ~ 8 m . 11 _ Ns r w /esa ° _ - / 9 \ / , 11/~ BISS4 m ;.1 prMl / I9 zs s RV _ -4' p n ~ Y xr rveaL F e fT l,~ f4,1~ CCY 1/I L/c~ bs i99 Y • ~ r,e ~ eµn 55~ eJ OJ' Iy A(r51 •--1'! I Y ( •d` ,ne, a....°., 1 ~ ;u, „ w ) Pa s ~5fs!/'~J" p i T ` 8a z3 fires( Na~~•F x aA CREEB ,xN N v k.~S .ya III ~M° nv' \'~S Ir9~%~, ~ \~~~/"i ~ l• ~ wa' ~ 4pBE0 - mm s,+,a + ~ r, x xe ,i`\ ~ ~ /rtsr ` OR ~m wp cA~ : 3 R1W / E a 'pats l pvt" p A~rS r,- pfi iR4 a ~ I Z ~ \ 0 LOF~S.F •o»/ t xie°.s° ff~ J y 4 r ' I ,rk ~ LO 65T l4 ,951 ~srz _ ~xr,~~SN ~ Taab ..n,.n wen I / ,J,+:, „r"' w- MAP OF ,r..a WIYre JUKrYM : Ne"51 sQY °A ,a;:SF ~ ~ce 11Y,LlYYA r. ~ Tq]YgY~N~NYNarN~Nx/NrB,BB.,~~ N 0;:.o`."Y O,: HARBOR l//EWATM~ITT/Tl/CK ;`Ie~\,~ nrrl Sr NW/e[B R z ACrpxNrweaews~ ~ir/~N°(mwm~I ro~a~suaav,NOSewvrasrosarae[me N,u/nrWmsxv(/areer 1 1 IS% N,YIO'30 x YKeY 2 _ r Prr ,NE Lrnre.xo]wo.o<rYYYrN,r ~r~r.aNO N rIU ..na.ro-„FK,N AT MATT/TUCK 4 ,Y[. aYI Sr65N 1 NCA Kra ~ 1 _ /PI M'OIWFS rN. YI. IIFCFI NYYIrM ASWN[Ob V x,,.pfa1 ~ SI YNm - rNFmWrvorYYroarNruNtlYrM1mserx'eNNxN Now.vY NIA .ucxn155u 4e,~~A TOWN OF ,SOUTNOLD 11 1 rjp°t'L"N~ixW pRlvE - NFU.wo6Fm r..snvgrrrerl „'PCez~n"'~,N.r,rNSYf,.rYWrBI,NrN9YK„YL],.o,E.t[Bq.(nn SUFFOLK COUNTY, NY ~ F-~. i t FA ~ INO rNVNL IYWdFrF NPprEN? SxGIN MM1L• NEKM Cr4YL. / I, I I [ru \I _ L~ NOLE aisa s/ircronN~~s,Nr maem4r sN5ev Ma avrNe +n exLarnc "°r~`osemYNUV •uru aesrxvro 1~( I - - FILED FdP ~%vsaNrNivs.ArooonN 1 L_-_-~L OEEP 119a~, YaxoY t c,q lsu ` x'NN: ~ o v W\~' / = = r4\,~2 V ~'~~4 _ nNt NlO 6Y„ir rN.QM /AM•HW xNS KFN - ~F,{}~MIE .G..4 rol,. .K. Y F ~ - u.e Mw.a~ r IE+`V T1/.E ,NY/Of 4 JY ,/9N5 toeusr Ave ! ~ ~a377 # FILE Na• 11TH • MIf12 A~11IP N eYNEN mz:ew v£HrvflBOrs iioSOL a ~jµ , ~ ~ l71 ~ y 1 ~ ~M2ll/I L{/. 562# ABS. t1d: qF9" LL.>YHptlt ryp4N ~ 10 x/pr groYVnar~mWasnrso X ro o00 J/~,y'~~"' ~.rrr wmss~ouNC(/ lN'FAOi MIFM. MY / rd OFN r(~ B/vlN.v(M~ M I TNF MIp/N6 BJIpO, rI9 LORYGp BF SIXOIS SYOMN pV TZSIWMMON YV. ]c<t F / NLGFXV 25re~N.l. /.EI [ r. [/L M.:rN! xONNON YOUWi~ NIS LS [/C •IV 15441. a T LD v~ ® ~ S Y Southold, N.Y. 11971 (516) 765-1938 July 18, 1986 Mr. Henry E. Raynor, Jr. 320 Love Lane Mattituck, NY 11952 RE: Harbor View Dear Mr. Raynor: The following action was taken by the Southold Town Planning Board, Monday, July 14, 1986. RESOLVED that whereas a formal application for the approval of a subdivis plat entitled "Harbor View" located at Mattituck was submitted to the Planning Board on March 16, 1984, and filing fee of $300 was paid on August 30, 1982 and, WHEREAS, a public hearing was held on said subdivision application and plat at the Town Hall, Southold, New York, on June 9, 1986 at 7:30 p.m., and WHEREAS, the requirements of the Subdivision Regulations of the Town of Southold have been met by said subdivision plat and application, NOW, therefore, be it RESOLVED that the application of "Harbor View" for approval of said subdivision plat prepared by Howard Young dated as last amended June 16, 1986 be approved and the Chairman be authoriz to endorse approval on said subdivision plat, subject to the following conditions to be completed within six months from the date of this resolution: 1. Payment of the fee for park and playground in lieu of land, fee to be determined by the Town Board. 2. Receipt and acceptance of a letter of credit or passbook in the amount of the approved bond estimate. ~ . 3. Payment of the inspection fee, 58 of the approved bond estimate. 4. Approval of the location of fire wells by the Mattituck Fire Commissioners. LIBER~~~S PACE.~.~ ~ ~ ,01~g6 Fie' DECLARATION OF COVENANTS, RESTRICTIONS, EASEMENTS, CHARGES AND LIENS Declaration made as of this ~g~'day of December, 1985, by Bayview Ventures Ltd a New York Corporation with offices at New York and Mattituck Harbor Associates, a New York Limited Partnership with offices at 739 East Main Street, Riverhead, New York, hereinafter collectively referred to as "Developer" . d- Berrfm plaza, ~ufhamPfnn, /V-~/~ ,~3~'S W I T N E S S E T H: - WHEREAS, Developer is the owner of the real property described in Article II of this Declaration and shown on the proposed subdivision map which Declarant desires to develop as a residential community with common facilities for the t ~Q~ benefit of said Community; and WHEREAS, Developer desires to provide for the QD preservation of the values and amenities in said Community and for the maintenance of the open spaces and other common 'I`j O Q facilities; and, to this end, desires to subject the real ` property described in Article II to the covenants, restrictions, easements, charges and liens, hereinafter set ~'QO p forth, each and all of which is and are for the benefit of said property and each owner thereof and WHEREAS, Developer has deemed it desirable, for the efficient preservation of the values and amenities in said Community to create an agency to which should be delegated and assigned the powers of maintaining and administering the Community property and improvements and administering and enforcing the covenants and restrictions and collecting and disbursing the assessments and charges hereinafter created; and ' WHEREAS, Developer has incorporated Bayview Home Owners Association, Inc. under the not-for-profit corporation laws of the State of New York for the purpose of exercising the aforesaid functions; NOW THEREFORE, the Developer, for itself, its successors and assigns, declares that the real property described in Article II is and shall be held, transferred, sold, conveyed and occupied subject to the covenants, restrictions, J~ . ~ ~ ~ ~~~~a ~B~R99~~ :19,2 ' easements, charges and liens (sometimes referred to as "covenants and restrictions") hereinafter set forth. ARTICLE I. DEFINITIONS The following words when used in this Declaration or any Supplemental Declaration shall, unless the context otherwise prohibits, have the meanings set forth below: (a) "Association" shall mean and refer to Bayview Home Owners Association, Inc., a New York Not-for-Profit corporation. (b) "The Properties" shall mean and refer to all such existing properties as are subject to this Declaration. (c) "Home" shall mean and refer to all units of residential housing hereinafter constructed on the Properties. (d) "Owner" shall mean and refer to the record owner of fee simple title to any Lot, including the Developer with respect to any unsold Lot. Every Lot Owner shall be treated for all purposes as a single owner for each Lot held, irrespective of whether such ownership is joint, in common or tenancy by the entirety. Where such ownership is joint, in common or tenancy by the entirety, a majority vote of such owners shall be necessary to cast any vote to which such owners are entitled. (e) "Member" shall mean and refer to each holder of a membership interest in the Association, as such interest is set forth in Article IiI. (f) "Development" shall mean Map of Bayview Ventures a 38 Lot development located on The Properties. (g) "Developer" shall mean and refer to Bayview Ventures Ltd., a corporation and its successors and assigns, if such successors and assigns should acquire an undeveloped or a developed but unsold portion of the Properties from the Developer for the purpose of development. (h) "Common Properties" or "Common Areas" shall mean and refer to certain areas of land other than individual lots 2 ~9~q 9948 ~ i9~ * ~ as shown on the filed subdivision map and intended to be devoted to the common use and enjoyment of the owners of the lots. (i) "Lot" shall mean and refer to any plot of land intended and subdivided for residential uses shown on the subdivision map of the Properties but shall not include the Common Areas as herein defined. ARTICLE II. PROPERTY SUBJECT TO THIS DECLARATION Section 1. Properties. The real property which is and shall be held, transferred, sold, conveyed and occupied subject to this Declaration is all that certain plot, piece or parcel of land situate, lying and being in Mattituck, Town of Southold, County of Suffolk and State of New York, being more particularly bounded and described in Schedule A annexed hereto. ARTICLE III. MEMBERSHIP AND VOTING RIGHTS IN THE ASSOCIATION The Association shall have one class of membership interest. The owner of each Lot on The Properties subject to this Declaration shall be a member. Each member is entitled to one vote for each lot in which they hold a membership interest. When more than one person or entity holds such interest in any lot, the one vote attributable to such lot shall be exercised as such persons mutually determine but with the exception of cumulative voting employed in the election of Directors, not more than one vote may be cast with respect to any such Lot. ARTICLE IV. PROPERTY RIGHTS IN THE PROPERTIES Section 1. Members' Easement of Enjoyment. Subject to the provisions of Section 3, every Member shall have a right and easement of enjoyment in and to the Properties and such easement shall be appurtenant to and shall pass with the title to every Lot. Section 2. Title to Common Properties. Prior to conveyance of title to the first Lot on the Properties, the 3 99.8 ~ ~ ~ Developer shall convey to the Association legal title to the Common Properties subject, however, to the following covenants which shall be deemed to run with the land and shall be binding upon the Developer, the Association, its successors and assigns: (i) In order to preserve and enhance the property values and amenities of the Development, the Common Properties and all facilities now or hereafter built or installed thereon, shall at all times be maintained in good repair and condition and shall be operated in accordance with high standards. The maintenance and repair of the Common Properties shall include, but not be limited, to the repair of damage to roadways, walkways, buildings, and common area landscape maintenance. (ii) In the event that arrangements for domestic water supply to the development by the Suffolk County Water Authority or any Municipal water district have not been made prior to the filing of the final subdivision map, then the Developer shall construct a water supply, treatment and distribution system (the "Water System") in accordance with plans and specifications approved by the State of New York Department of Health. Prior to conveyance of the water system to the Association, the Developer shall: a) Produce an estimate from the Consulting Engineers who designed the plant, of: (i) the annual cost to be delegated to a special fund for physical plant maintenance and for replacement of the system; (ii) the cost of operating the system for a period of one year; (iii) the cost of supplying and installing carbon contacters having a minimum of 15 minutes contact time in the event that the quality of the water provided by the water system should deteriorate; b) Post a performance bond or similar undertaking in an amount to equal to the cost of the estimate set forth in susection a) (iii) hereof. 4 ,.+~oc 3.77 (iii) The Association without cost or charge of any kind shall convey, sell transfer, or lease, to the Suffolk County Water Authority, the Town of Southold or any legally constituted water district or municipal corporation all water treatment and distribution facilities hereinafter constructed on the Properties together with an easement to pass and repass upon any common areas in order to service, repair or replace any part of such facilities. This section shall not be amended, as provided for in Article IX, Section 2, to reduce or eliminate the obligation for maintenance and repair of the Common Properties. Section 3. Extent of Members' Easements. The rights and easements of enjoyment created hereby shall be subject to the fallowing: (a) The right of the Association, as provided in its By-Laws to suspend the enjoyment rights of any Member far a period during which any assessment remains ungaid and for any period not to exceed thirty {30) days for any infraction of its published rules and regulations; (b) The right of the Association to dedicate or transfer all or' any part of the Common Properties to any public agency, authority or utility for such purposes and subject to such conditions as may be agreed to by the Members provided that no such dedication or transfer, determination as to the purposes or as to the conditions thereof, shall be effective unless an in instrument signed by Members and their mortgagees entitled to cast eighty (808) percent of the eligible votes has been recorded agreeing to such dedication, transfer, purpose or condition and unless written notice of the action is sent to every Member at least ninety (90) days in advance of any action taken. (c) The right of the Developer and of the Association to grant and reserve easements and rights-of-way, in, through, under, over and across the Properties, for the installation, maintenance and inspection of lines and appurtenances for public or private water, sewer, drainage, cable television and other utilities, and the right of the Developer to grant and reserve easements and rights-of-way, 5 LIBER 998 ~ 17U• in through, under, over upon and accross the Properties for the completion of the Developer's work under Section 1 of Article V. ARTICLE V. DEVELOPMENT OF BAYVIEW VENTURES LTD. Section 1. Developer intends to subdivide approximately 49 acres of land into 38 residential lots together with common street areas, beach and water treatment facility. Section 2. Easement. Developer does hereby establish and create for the benefit of the Association and for all Lot Owners subjected to this Declaration and does hereby give, grant and convey to each of the aforementioned, the following easements, licenses, rights and privileges: (i) Right-of-way for ingress and egress by vehicles or on foot, in, through, over, under and across the streets, roads and walds in the Properties (as shown on the filed map as they may be built or relocated in the future) for all purposes; (ii) Rights to connect with, maintain and make use of utility lines, wires, pipes, conduits, cable television lines, sewers and drainage lines which may from time to time be in or along the streets and roads or other areas of the Properties. Section 3. Reservation of Easements. Developer reserves the easements, licenses, rights and privileges of right-of-way in, through, over, under and across the Properties, for the purpose of completing its work under Section 1 above and towards this end, reserves, the right to grant and reserve easements and rights-of-way in, though, under, over and across the Properties, for the installation, maintenance and inspection of lines and appurtenances for public or private water, sewer, drainage, cable television, gas and other utilities and for any other materials or services necessary for the completion of the work. Developer also reserves the right to connect with and make use of the utility lines, wires, pipes, conduits, cable television, sewers and drainage lines which may from time to time be in or along the streets and roads or other areas of the Properties. 6 LBfR~'3'a Section 4. Encroachments on Lots. in the event that any portion of any roadway, walkway, parking area, driveway, water lines, utility lines, or any other structure as originally constructed by Developer encroaches on any lot or the Common Areas, it shall be deemed that the owner of such lot or the Association. has granted a perpetual easement to the owner of the adjoining lot or the Association as the case may be for continuing maintenance and use of such encroaching roadway, walkway, driveway, parking area, water line, utility line, or structure. The foregoing shall also apply to any replacements of any such roadway, walkway, driveway, parking area, water lines, utility lines or structure if same are constructed in substantial conformance to the original. The foregoing conditions shall be perpetual in duration and shall not be subject to amendment of these covenants and restrictions. ARTICLE VI. COVENANT AND MAINTENANCE ASSESSMENTS Section 1. Creation of the Lien and Personal Obligation. The Developer, for each Lot owned by it within the Properties, hereby covenants and each Owner of any Home by acceptance of a deed therefore, whether or not it shall be expressed in any such deed or other conveyance, shall be deemed to covenant and agree, to pay to the Association such assessments are fixed by the Association's Board of Directors and assessed to the Members as hereinafter provided. All sums assessed to the Association but unpaid, together with such interest thereon as is hereinafter provided, shall be a charge on the land and shall be a continuing lien upon the property owned by such Member against which each such assessment is made. Each such assessment, together with interest thereon and cost of collection thereof, as hereinafter provided shall be a personal obligation of the person who was the Owner of such property at the time when the assessment fell due. Section 2. Purpose of the Assessment. The assessments levied by the Association shall be exclusively for the purpose of promoting recreation, health, safety and welfare of the residents and lot owners in the Properties as a community and in particular for the improvement and maintenance of properties, services and facilities devoted to this purpose and related to the use and enjoyment of the Common Properties and of the Homes situated upon the 7 L~fR~~'YC7 ,~.1~~ Properties, including without limiting the foregoing, and payment of taxes (if any), insurance thereon and repair, replacement and additions thereto, and the cost of labor, equipment, materials, services, management and supervision thereof. Section 3. Assessments. The Association's Board of Directors shall, from time to time, but at least annually, fix and determine the budget representing the sum or sums necessary and adequate for the continued operation of the Association and shall send a copy of the budget and any supplement to the budget to each Member prior to assessing the Members thereon, The Board shall determine the total amount required, including the operational items such as insurance, repairs, reserves, maintenance and other operating expenses, as well as charges to cover any deficits from prior years and capital improvements approved by the Board. The total annual requirements and any supplemental requirements shall be allocated between, assessed to and paid by the Members as follows: Each Member shall pay a portion of said requirements the numerator of which shall be one (1) and the denominator of which shall be equal to the number of Lots on the Properties subject to this Declaration: Thirty-Eight (38). The Developer's obligation for such assessments on unsold lots subject to this Declaration will be limited to the difference between the actual operating costs of the Association, including reserves on the Common Properties and on Lots to which title has been conveyed and the assessments levied on owners who have closed title on their lots. In no event, however, will the Developer be required to make a deficiency contribution in an amount greater than it would otherwise be liable for if it were paying assessments on unsold lots, The sum due the Association from each individual lot Owner shall constitute an assessment of the Board of Directors and unpaid assessments shall constitute liens on the individual lots, subject to foreclosure as hereinafter provided. Section 4. Due Dates; Duties of the Board of Directors, All Assessments shall be payable monthly in advance as ordered by the Board of Directors. The Board of Directors of the Association shall fix the date of commencement and the amount of the assessment against each lot and shall prepare a 8 TIBER `c~y4(~, ~~9 roster of the lots and assessments applicable thereto which shall be kept in the office of the Association and shall be open to inspection by any Member. Upon the written request of a Member or his mortgagee, the Board shall promptly furnish such Member or his mortgagee with a written statement of the unpaid charges due from such Member. Section 5. Effect of Non-Payment of Assessment, The Personal Obligation of the Member; The Lien, Remedies of the Association. If an assessment is not paid on the date when due, as fixed by the Board of Directors, then such assessment shall become delinquent and shall, together with such interest thereon and cost of collection thereof as hereinafter provided, become a continuing lien on the Member's lot which shall bind such property in the hands of the Member, his heirs, devisees, personal representatives and assigns. Such lien shall be prior to all other liens except: (a) tax or assessment liens on the Lot by the taxing subdivision of any governmental authority, including but not limited to State, County and School District taxing agencies; and (b) all sums unpaid on any first mortgage of record encumbering the lot. The personal obligation of the Member who was the Owner of the Lot when the assessment fell due to pay such assessment, however, shall remain his personal obligation for the statutory period and shall not pass to his successors in title unless expressly assumed by them. If the assessment is not paid within thirty (30) days after the delinquency date, the assessment shall bear interest from the date of delinquency at the maximum permissible rate in the State of New York and the Association may bring an action at law against the Member or former Member personally obligated to pay the same and may foreclose the lien against the property. There shall be added to the amount of such assessment the costs of preparing and filing the complaint in such action, and in the event a judgment is obtained, such judgment shall include interest on the assessment as above provided and reasonable attorney's fees to be fixed by the court together with the cost of the action. ARTICLE VII. INSURANCE Section 1. Common Areas. The Board or Directors shall maintain public liability insurance, to the extent 9 LIBOR c7c7~o PACE ~V.O , obtainable, covering each association Member, lessee and occupant and the managing agent, if any, against liability for any negligent act of commission or omission attributable to them which occurs on or in the Common Properties. To the extent obtainable, the Board of Directors shall also be required to obtain the following insurance: (a) fire insurance with extended coverage, water damage, vandalism and malicious mischief endorsements, insuring the facilities on the Common Properties, in an amount equal to their full replacement values. All insurance premiums for such coverage shall be paid for by the Association. ARTICLE VIII. USE OF PROPERTY The use of a Home by a Member or other occupant shall be subject to the rules, regulations and provisions of this Declaration, the By-Laws and Rules and Regulations of the Board of Directors and the following covenants and restrictions: (a) The Lot and home shall be maintained in good repair and overall appearance. (b) Any member who mortgages or sells his Lot shall notify the Board of Directors providing the name and address of his mortgagee or new owner. (c) The Board of Directors shall, at the request of the mortgagee of the Lot, report any delinquent assessments due from the Owner of such Lot. (d) No nuisances shall be allowed upon the property nor shall any use or practice be allowed which is a source of annoyance to residents or which interferes with the peaceful possession and proper use of the property by its residents. (e) No improper, offensive or unlawful use shall be made of the property nor any part thereof and all valid laws, zoning ordinances, the regulations of all governmental bodies having jurisdiction thereof, shall be observed. (f) The maintenance assessments shall be paid when due. (g) All dogs must be leashed and shall not be permitted to run loose on the common areas. Home Owners shall be responsible for picking up and disposing of their dog's waste 10 L16ER 945 e3{~ ~ll~ • and for any damage caused by their dogs to the Common Areas. (h) No resident of the Community shall post any advertisement or posters of any kind in or on the Properties except as authorized by the Board of Directors. This paragraph shall not apply to Developer. (i) No person shall park a vehicle or otherwise obstruct any resident's use of ingress or egress to any garage or parking space nor may any vehicle be parked on the roadways when parking would obstruct access by emergency or service vehicles or the vehicles of any person lawfully j traveling on the properties. (j) No repair of motor vehicles shall be made in any of the roadways, driveways or parking areas of the Development nor shall such areas be used for storage or parking of any boat, trailer, camper, bus, truck or commercial vehicle. (k) No person shall be permitted to use the recreational facilities of the Association except in accordance with the rules and regulations established by the Associations's Board of Directors. (1) The Common Area shall not be obstructed, littered, defaced or misused in any manner. (m) Every member shall be liable for any and all damage to the Common Area and the property of the Association, which shall be caused by said Owner or such other person for whose conduct he is legally responsible. (n) No resident of the Development shall post any advertisement or posters of any kind including "For Sale" and "For Rent" signs, on a lot, or the Common Area except as authorized by the Board of Directors. ARTICLE IX. GENERAL PROVISIONS Section 1. Beneficiaries of Easements, Rights and Privileges. The easements, licenses, rights and privileges established, created and granted by this Declaration shall be for the benefit of and restricted solely to, the Association and the Owners of lots on The Properties; and any owner may 11 L18ER 9948 202 ~ ~ ~ also grant the benefit of such easement, license, right or privilege to his tenants and guests and their immediate families for the duration of their tenancies or visits, subject in the case of the common properties to the Rules and Regulations of the Board of Directors, but the same is not intended nor shall it be construed as creating any rights in or for the benefit of the general public. Section 2. Duration and Amendment. The covenants and restrictions of this Declaration shall run with and bind the land, and shall inure to the benefit of and be enforceable by the Association, any Member, or the Owner of any land subject to this Declaration, their respective legal representatives, heirs, successors and assigns, until December 31, 2015, unless otherwise expressly limited herein, after which time said covenants and restrictions shall be automatically extended for successive periods of ten (10) years unless an instrument signed by sixty-six and two-thirds percent (66-2/38) of the Lot Owners has been recorded, agreeing to change said covenants and restrictions in whole or in part. Not-withstanding the foregoing the easements, licenses, rights and privileges established and created with respect to the Properties by Section 2 of Article V shall be perpetual, shall run with the land and shall survive any destruction, reconstruction and relocation of the physical structures unless said provision is abrogated by the unanimous written consent of all the lot Owners. Notwithstanding the foregoing, the obligation of the Association to transfer the water supply and distribution facilities may not be abrogated in any manner whatsoever except by written permission of the Suffolk County Department of Health Services or any other Municipal department which shall succeed it. Unless specifically prohibited herein, this Declaration may be amended by an instrument signed by Members holding not less than sixty-six and two-thirds percent (66-2/38) of the votes of the membership. Any amendment must be properly recorded to be effective. Section 3. Disposition of Assets Upon Dissolution of Association. Upon dissolution of the Association, its real and personal assets, including the Common Properties, shall be dedicated to an appropriate public agency or utility to be devoted to purposes as nearly as practicable the same as those to which they were required to be devoted by the Association. In the event such dedication is refused acceptance, such assets shall be granted, conveyed and 12 LIBER9940 PncE203 assigned to any non-profit corporation, association, trust or other organization to be devoted to purposes as nearly as practicable the same as those to which they were required to be devoted by the Association. No such disposition of the Association properties shall be effective to divest or diminish any right or title to any Member vested in him under the licenses, covenants and easements of this Declaration, or under any subsequently recorded covenants, deeds or other documents applicable to the Properties, except as may be otherwise provided in this Declaration or said covenants, deeds or other documents, as the case may be, nor shall any other party under any such deeds, covenants or other documents be deprived of any rights thereunder on account of such disposition. Section 4. Notices. Any notice required to be sent to any Member or Owner under the provision of this Declaration shall be deemed to have properly sent when mailed, postpaid, to the last known address of the person who appears as Member or Owner on the records of the Association at the time of such mailing. Section 5. Administration. The administration of the Association shall be in accordance with the provisions of the Association By-Laws. Section 6. Severability. Invalidation of any of the covenants, lim- Cations or provisions of this Declaration by judgment or court order shall in no wise affect any of the remaining provisions hereof and the same shall continue in full force and effect. BAYV V TURFS, LTD. President TTITUCK HARBOR SSOC ATES By General artner 13 LIBER9~48 er~2A4'~ ~ STATE OF NEW YORK) ss. COUNTY OF SUFFOLK) On this ~~day of December, in the year one thousand nine hundred and eighty-five, before me personally came THOMAS E. GILL, to me known, who being by me duly sworn, did depose and say that he resides at County Road 39, Southampton, New York; that he is the President of Bayview Ventures Ltd., the corporation described in, and which executed the above instrument bra - 'a that it was so affixed by order of the Board of Directors of said corporatio and that he signed his name tht~~I~PF1~N~ke order. NOTARY PUtlLI~, Stnc ~~I New York ?'{A- No. 52-480~2u9 ~ Qualified in Sullolk Cmnty Jerm Expires March 30, 19 No ary Public STATE OF NEW YORK) ss.: COUNTY OF SUFFOLK) On the day of December, 1985, before me personally came ANTHONY T. CONFORTI, to me known and known to me to be a partner in Bayview Ventures Ltd., a partnership, , and known to me to be the person described in and who executed the foregoing instrument in the partnership name, and said ANTHONY T. CONFORTI duly acknowledged that he executed the foregoing i strument for and on behalf of said partnership. M Notary Public DENISE F. BURNS NOTARY PU nll,,, State of New York N.:, j2~480j269 / Qualified i S. ftolk County V/'./~ term Expires March 30, 19 14 LIBER ~94~ PAGE lii~ ~ l CONSEKP is hereby given by the tmdersigned mortgagee of a mortgage recorded March 23, 1982 >n Liter 9224 at Page 356 to execute and record the foregoing Declaration of Covenants, Restrictions, Easements, Charges and Liens made by Bayview Ventures Ltd. and Mattituck Harbor Associates. " SU1 il~y'b,Q tAKM M~-rri7t~K,/~~ ii9'sz STATE OF NEW YORK, COUNPY OF SUFFOLK On the 7.9th day of L)ecanber, 1985 before me pezsonally cafK MAFffIN SVPER to me ]mown to be the individual described in and who executed the foregoing instrlanent, and ac)mowledged that he executed the same. I~'fARY IE FRISZOLOW$BI Notary Public, State of New Yas! No. 4Sr66T Qualified in Suffolk County ~-7 Commission Eipitee Mrech 80, ly _ / LIBER~9~0 Pa~~~ ` C~ISENT is hereby given by the undersigned mortgagee of a Consolidation Agreanent rewrded July 10, 1985 in Liter 10876 cp. 507 to execute and record the foregoing Declaration of Covenants, Restrictions Easements, Charges and Liens made by Bayview Ventures Ltd. and Mattituck Harbor Associates. UNI~1 BANK Sa.Otaa vL •y. _ BY: F SR. VICE PRESIDENT STATE OF l~l YORK COUNTY OF SUFFOLK ss.: On this 27 day ofDeceIDber ,before me personally carne CHARLES FALIQ~R; to me lmown who being by me duly sworn, dial depose and say that' he resides at No. 125 Roe Boulevard E, PBtchogue,lVY ;that he is the Sr. Vice President of Union Savings~8aiilc, the corporation described in and who executed the foregoing instrument; the laiows the seal of said corporation, that the seal affixed to said instrument is such corporate seal; that ~,t was so affixed by orr3er of the Board of Directors of said wrporatian end that he signed his mime thereto by lik order. (11"i1 l~-~n , iv~-- PUBLIC KFTHLF.EN DE~A!~~ Ncla:Y Pubic, 51a!e of New York No. 52-4o565G2, Su(fo!t Count Commission EaDires Marsh 30, 19 ~1Nnoo ~~o~~ns 10 7i i131 ~ V1l3SNi`~'d?1.1311nf ~8 /~,{--rl7tiet. ~¢~,hT~/C /~Sael~47~"5 98~ NG tfi E N°f C~U f~~h~y ! • ~~iDQ l Z 13q C. ~ar:~ Sf. aaaacaau bc~~ ~~'y r 1 INFORMATION IN REGARD TO APPROVED SUBDIVISION Name of subdivision t~tar ~02 ~ l i ~ W ' SCTM# 1000- ~ ~ ~ - 1`] - 17 Subdivision approved by Planning Board on Subdivision filed in Suffolk Cou/n~ty Clerk's Office /-i~c st- a ~ X1(5 8`~ Zone at time of approval( We?P/L 5~bdfv~si urn was 'cIY4,r,~`-}c,,~,er~c9 ~ 1 acre . Current zone Q- C. Date zone verified I Za 19 ~ Clustered subdivision: Yes No~~ Covenants and Restrictions filed for subdivision: Yes No (see below/attached for details) Building envelopes shown for individual lots: Yes_~ No ~P.,.,:ld:ti~ tm~. ~r ekc(n lat 6~~ If No, set-backs for all lots within subdivision: dab ~~rQ Plw~, So~ ~ro+J~I Front Rear Side yard is~~o site Su' <e4a. S' ; ~ w e~1cvK c~ , Comments: ~l~ Lo-~s ~~e. Iz' ~~e~,~.~p e~.~„~,~ c~o~~ `Co~tL~ ~rsri^2. ~J-I-~ ina u2 c~r~c~ i aru~ rai nrc.ce P ~.se vv.~.in~/~~ ~Q ?~,A / 1\~iw ( 'J~s C,aY~~'a ~~rJ L~0.nn [y~ So ~~Cv~4/ ~o .c,C~~ J~P T 3'ly~y7 PLANNING BOARD MEMBER SpFfO(,~ BENNETT ORLOWSKI, JR.~ ~ - ~~~~Town Hall, 53095 State Route 25 Chairman ~`t`~ Gy P.O. $ox 1179 WILLIAM J. CREMERS p ~ ~ Southold, New York 11971-0959 KENNETH L. EDWARDS y 2 Fax (631) 765-3136 GEORGE RITCHIE LATHAM, JR. O ~ .F Telephone (631) 765-1938 RICHARD CAGGIANO 'y~Ol ~ ~~0~ PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMO TO: Bruno Semon, Building Department FROM: Craig Turner, Planning Board RE: Building Envelope, 1000-116-7-6 DATE: August 1, 2000 At the Monday, July 31, 2000 meeting of the Southold Town Planning Board, the Board reviewed the building envelope for parcel 1000-116-7-6 in the Hazbor View subdivision. The Board confirmed the building envelope found on the Road and Drainage Plan dated August 28, 1986, and stated that the reaz of the building is the side that faces the water. +'.~i: S.3 bJ ~~gUFFO(~-CO ~ CT Gym Town Hall, 53095 Main Road o Fax (516) 765-1523 P.O. Box 1179 W Telephone (516) 765-1502 Southold, New York 11971-0959 ~ ~ ~~l ~ ~aO BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM TO: Melissa Spiro, Planning FROM: Bruno Semon, Building Inspector DATE: July 25, 2000 RE: Site Review Attached you will find a copy of plans for the Baer family proposed single family residence. The dwelling proposed will be located on SCTM District 1000 Section 116 Block 7 Lot 6 and is also known as 1425 Meadow Beach Lane in Mattituck. Please review the proposed site plan and indicate to us if the proposed fits in the original planning site envelope. Please return the sets of plans after review. D~~~~, JUL 2 6 Loan Southold Town Planning Boarcl _ _ ~ _ _YiLA ~ t I liff.i I flit ;t::. I f ~ I!. ,i( f I ...t"I L-. f•.L.._ 1{~ial :.:)'i' i- f 1':! L.; .::)II) 1 :'r:.Li+lf'. t'..:~:i I°I., i:; I I r: i:: F f I' r., L:a I r r i. r L ! i. y,-t r, ~:i F? ffib I~:E3 ,tt 7:. i; I fi iad E' I 1.:'S=. f. -r)Y" Iii Rri:?W II ~ . 1(l Irz la•1[' r tt i::j ~ 1 fY 1.7':i (1-..tC?.,t p~il lt~3(l is It -:'r i:~t rail i:.'i'}(f1f I I; ':?[jq !M 7. 'f: ~ I I r{? '1 t 1 4°d 1. 11 ! I t' °:51 I I I::i.. . ~Yi'f e= Oat:.I ..°i3 Ft i;'r.~ -1 } Ff a p.f I:. ! ea: i:: I't Y i-?n? _j I t t'i:?I' f..1!:: I::;:!I1fi 4f i LI iE' 'Y ! J :i. i:i b'a Il r~ I""fl f I I I 1.,148 I. I. 'PP .I. Ir ',n{-1!rJ I E.r 2d i:: tl I fl'ff::) !iL r I ctr (,I"i:f I.i l":I. jr,,7C t i. i~: f!:~:aa. f i~:~st tl ,~;.i; I" ra.:+a I ;r7:., .r-~ nf:i.ri!f::t=:: fL:........ Ir_ frl C?'' I f ~a7ua r:u-a [~~f: ,:fcal I UI ~ ...L f.l. .I Ci S.; Lli I I I f:9 CI ~I~Lf 17:1. 1.r7I1 i`riP• itl ftii,,;;?. bJc::, i. I rI I , I ~ ~ f I I. i. s:; I r c. i.: r r Fa- h ;f :I. 1. r:. U; r:? .i. i. r. . ~I'~:::? .I iiacar, ::_?r~' 7 flfflr.=,: . I. I. t'..._ lyf f': .1.!."i';fil I<. f=1 I fit?t; i': t"'J. i:~ I,qr ; L._ I n7 rj f ;i-i l,. hir-a f^t:an i i. .l. .T r', f fl i.:'r -f' 11<; i; i I 1 I f t:: F i f rr c- , r• t: rrf ri ?~~~1,,. _ t~. ApR ~ 1 /g9~ C~ NTY OF SUFFOLK ~ ~L~ 4 Ms -r-yl PATRICK G. HALPIN SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES DAVID HARRIS. M.D., M.P.H. COMMISSIONER March 6, 1991 Valerie Scopaz, Town Planner Town of Southold Town Hall ~ I I'~I 53095 Maln Road P.O. Box 1179 Southold, NY 11971 RE: CommunHy Wafer System Harbor View Estates Subdivision, (a.k.a. Bdyvlew Ventures) Dear Ms. Scopaz: S _ / ~ , This office has been made aware of an upcoming proposal to construct a home on designated lot # 3 on the referenced subdivision map. As you know from the site map the well sanitary radlus designated slightly overlaps lots 3 and 4 of the map. This Is an appropriate time to discuss the significance of this. The Suffolk County Department of Health Services will oversee the Waste disposal aspects of the individual home applicaflons. Specifically, we will require the placement of cesspools, septic tanks and dry wells for the homes to be outside this radius. You should be aware of an addmonal activity of concern which Is outside of SCDOH Jurisdiction; the possible need for termite treatment by NYSDEC certified applicators. Based upon my understanding of current NYSDEC criteria for such application, it is unlikely that DEC would allow such activity within the sanBary radius. Accordingly, we advise that foundations for homes on the lots In question should be outside the radlus, and that this is In the best Interest of the homeowner. By copy of this letter I have informed the potenflal pur of this lot of this. If you have any questions feel free to contact me. ~ Very1r~ ou - .t_____~ Paul . Ponturo, .E. Senior blic He h Engineer Bureau of Water PJP/cls cc: C. Brigham, Wastewater Management T. Roslak, Bayview Water Supply Bob Hiltz, Inland Homes, Westphalia Road, Mattituck, NY 11952 225 RABRO DRIVE EAST HAUPPAUGE. N.Y. 11]88-6290 f51613A8-2900 ~l " ~~r~OlKrO ,o _ ~ PLANNING BOARD MEMBERS SCOTT L. HARRIS Bennet[ Orlowski, Jr., Chairman v~ AO~j_ - ~ Supervisor George Ritchie Latham, Jr. ~~0- ~a~~ Richard G. Ward 1 Town Hall, 53095 Main Road Mark S. McDonald P.O. Box 1179 Kenneth L. Edwards Southold, New York 11971 PLANNING BOARD OFFICE Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 January 31, 1991 Anthony T. Conforti, Esq. P.O.Box 149 Riverhead, New York 11901 Re: Harbor View Subdivision (Bay View at Mattituck) SCTM # 1000-115-17-17 Dear Mr. Conforti: The Town has been working to ensure that certain outstanding items are being completed at your development. Towards that end, the Town's Engineering Inspector has notified us that the vertical sand drain at the end of Willis Creek Drive is very close to groundwater. This situation has raised the question of whether the drain area should be fenced. The Planning Board wishes to advise you that there is a potential risk associated with this vertical sand drain should it become filled after a heavy rainfall. The Board's recommendation is that you install fencing or some alternative way of making the drain safe. If you should offer the roads and associated drainage areas to the Town for dedication, this Board would insist that the vertical drain be fenced before dedication. If the roads and associated drainage areas are going to remain in private ownership, the Town will not be responsible for their maintenance. Nor will the Town be responsible for any injury that might result from the current condition of the vertical sand drain. If you have any questions about this letter, please contact this office. Very truly yours, Bennett Orlowski, Jr. Chairman cc: Matthew Kiernan, Assistant Town Attorney Jamie Richter, Engineering Inspector Ray Jacobs, Highway Inspector Benedict Carlozzo, Board of Directors, Bayview at Mattituck, Homeowner's Association - _ -v„sa ~=WY'1:N~.w t r~ - _ „m ->aae ~.,a, ~y ,_-;ax€i.. =~y`iwh.'wr-.M Vi aoiu4 COJNTY OF SUFFOLK SIB t3Fi[.(~ PATRICK G. HALPIN SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES DAVID HARRIS. M.D.. M.P.H. January 24, 1991 COMMISSIONER Valerie Scopaz Town Planner Town of Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, NY 11971 RE: Community Water Supply System For Harborview Estates (a.k.a. Bayview Ventures) Deaz Ms. Scopaz: In response to your recent letters, please be advised of the following: 1- A Completed Works Approval was issued for the water supply facility on 11/1/90. A copy is enclosed for your information. In conformance with Department policy as established by our Boazd of Review, two homes were given final approval on that date. 2- I have contacted our Bureau of Wastewater Management regarding your information that this Department approved four individual wells within this subdivision. That Bureau's records indicate a total of three homes were authorized for construction, all proposing public water. Two of these have been given final approval, as noted above; the third has not commenced construction, to the best of our knowledge. There is no indication of any further applications; and the files for this subdivision delineate cleazly the requirement for community water supply connection. Keep in mind that such approval doesn't preclude installation of inigation wells by the homeowners. If you can provide information to the contrary feel free to ont t me. 1~Very y yours, Q Pau J. Pon o, P.E. Senio ublic ealth Engineer PJP/cls Bureau o g Water cc: S. Costa, C. Brigham ~ 2 ~ 1991 226 RABRO DRIVE EAST HAUPPAUGE. N.Y. 11]86-4290 1616) 348-2900 ' ~ ~ • COUNTY OF SUFFOLK PATRICK G. HALPIN SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES DAVID HARRIS, M.D., M.P.H. November 2, 1990 COMMISSKHIER John Strode, President Bayview Homeowners Association 611 East Main Street P.O. Box 149 Re: Bayview Homeowners Assn. Riverhead, NY 11901 Community Gater Supply Dear Mr. Strode: Enclosed find GEN 219, representing Approval of Completed Works for the Association's new community water supply. Please review these conditions with your operator and take the necessary steps to comply. In a separate letter, i have outlined the sampling and opera- tional requirements to Mr. Roslak, who I assume will be discussing them with you. In the area of self-monitoring particularly, significant in- creases are anticipated to eventually impact even the smallest public supply. Therefore, the scheduling of samples for private lab analysis will change from time to time. You should be aware that we will perform periodic monitoring for the pesticide aldicarb and will continue as part of our arrange- ments with the pesticide manufacturer, Rhone Pollenc. This will involve sampling of the treated water from the granular activated carbon (GAC) units they provided, as well as periodic sampling of the wells for these compounds. If you have any questions, feel free to contact me. ve t _ly yours, PJP/jdm Enc. ' Pa 1 P taro, P.E. cc:T. Roslak w/operational Sen r ubl'c Health Engineer attachments Burea of Dri king Water R. Schneck S. Costa T. Marquardt, Rhone Pollenc ~ z Q J. Milliken, Henderson & Bodwell ~c~n~ BUREAU OF pRiNKING WATER 22S RABRO DRIVE EAST HAUPPAUGE. NEW YORK l ITRB (5161368-2776 WSA 117404 ~{t . WeLI 1537 (Well 1) NEW YORK STATE DEPARTMENT OF HEALTH Well .,-91536 (Well 2) U w' APPROVAL OF COMPLETED WORKS FOR PUBLIC MATER SUPPLY IMPROVEMENT This ap royal is issued under the ovisians of 10 NYCRR, Pert 5: 1. Applicant: 2. Location of Works (C, V, T): 3. County: 4. Water District Bayview At (Specific Ares Served) Mattituck HOA Mattituck, (T) Southold Suffolk n/a 10-16-85 Plans for the construction of this project sere approved on GAC Proposal Approved: 7/2/90 This appcoval for completed works is issued subject to the following conditions: 1 -That all facilities approved herein shall be operated and maintained in conformance with Subpart 5-1 of the NYSSC. 2 -That such facilities shall be operated by a NYSDOH-certified operator at the Grade IIB level as a minimum. 3 -That operational reports as required by the undersigned be completed and submitted to this office monthly. 4 -That all self-monitoring as required by Subpart 5-l, as amended from time to time, or as required by this office>be performed. _ ' [SSU D FOR ATE ISSIONER OF HEALTH l l - I.9o o. , P. E. Date (lesigae Representative Paul J. Ponturo, P. Name end Title (print) Senior Public Health Engineer Bureau of Drinking Water JM12 8 4991 EN 219 Di milwRiwr. YbiN - APPlican Yellow - Fil• (LHO w OHO) Formerly San. 108, Rev. 3/78) Pik-C«s.d l)Ffic•(tiED) Blw-Mlrr o~U~rDLI~COG O PLANNING BOARD MEMBERS ~ ; = rT SCOTT L. HARRIS Bennett Orlowski, Jc, Chairman ~Ya ~ O~ Supervisor George Ritchie Latham. Jr. ~,,~0 Richard G. Ward 1 a~ Town Hall, 53095 Main Road Mark S. McDonald P.O. Box 1179 Kenneth L. Edwards pLANNING BOARD OFFICE Southold, New York 11971 Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 January 22, 1991 Paul Ponturo, Sr. Public Health Engineer Suffolk County Department of Health Services Bureau of Drinking Water 225 Rabro Drive Hauppauge, New York 11780 Re: Community Water System for Harbor View Estates, Mattituck SCTM # 1000-117-15-15 Dear Mr. Ponturo: After sending you a letter last week asking about the status of this subdivision's public community water supply plant, I was informed that the Health Department has issued four separate permits to construct four individual water supply wells on lots within this subdivision. This action seems to be in direct contravention to the approved, filed subdivision map which states that the water shall be supplied via the public community water system. If the Health Department is allowing the installation of individual wells, what will be the ultimate fate of the community system? Thank you in advance for your time and consideration. If you need more information, please do not hesitate to call. Vefy truly y s , a , F alerie Scopa Town Planner cc: Bennett Orlowski, Jr., Chairman Mark McDonald, Planning Board Member ~c~~FFOIKco RAYMOND L. JACOBS cpn T JAMES A. RICHTER SUPERINTENDENT OF O ~ ~ ENGINEERING HIGHWAYS ~1f'0l ~ ~~O<' INSPECTOR 765-3140 734-5211 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD INSPECTION REPORT DATE DECEMBER 19, 1990 PROJECT: HARBOR VIEW ESTATES DAY MON TUE WED THU FRI SAT SU WEATHER SUN LE OVERCAST RAIN SNOW REPORT 11 SCTM 11 1000-115-17-17 TEMP 0-32 -5 50-70 70-8 85+ CONTRACTOR: HARRY TEW WIND MOD HIGH 03 PROJECT FOREMAN: HUMIDITY DRY MOD HIGH AVERAGE FIELD FORCE: JOHN MONTACALVO 10 men NAME OF CONTRACTOR NON-MANUAL MANUAL REMARKS VISITORS: 8:30am Harry Tew IME NAME REPRESENTING REMARKS E UIPMENT AT THE SITE: PAVING CONTRACTOR: 1 Paver, 3 Rollers, APPROXIMATELY 10 Trucks CONSTRUCTION ACTIVITIES: 8:00 am Paving contractor has been on site since first light. The existing binder course has been swept clean with a street sweeper. A tack strip of asphalt has been sprayed along the curbing edge. The intersection to the east along New ,Suffolk Ave. was inspected by Mr. Harry Tew, The Foreman on-site and Myself. The Forman was instructed to remove some of the crown in New Suffolk Ave. adjacent to this intersection. Approximately 12" of Asphalt was placed along the gutter to accomplish this request. This now provides for a safer traffic pattern to and from the site at this intersection. All existing water valve covers were lifted to meet the new Road Grade whenever possible. Harry Tew has uncovered and marked all existing catch basins fon verification of there existance as well as there location. Mr Harry Tew has been instructed to do some minor landscaping work to rectify some minor erosion problems on site. These problems should not interfear with any effort to dedicate the road to the town. As per my last inspection report, once the top Wearing Course has been placed the construction would be considered complete. The paving was completed by the end of the day and is in compliance with Town Specifications. At this time I would recommend that this Road be considered acceptable for dedication to the Town. PAGE 1 OF 1 d ~4 ~ ~ SGf~GGE oo5~FF0(k~oG~ _ toNU L. JACOBS ~ ~ JADIES A. RICHTER dPGRIN'l'L•'NllENT OF ~O~i ® ENGINEERING /'tliCl(WAYS ~,hol ~ ~`a~ INSPECTOR J 765-3140 734-5211 /sue OFFICE OF THE ENGINEER TOWN OF SOUTHOLD /INSPECTION REPORT T0: 12AYMOND L. JA 0$~,/' DATE: OCTOBER 29, 1990 FROM: JAh1E5 A. RICIII'ERt - PAGE: 1 OF' RE: HARBORVIEW SUBDIVISION ~NATTITUCK NEW YORK SCTM lE 1000-115-17-I7 COMMENTS: - This report is to confirm the contents of my meeting with Mr. Harry Tew at the above referenced time and date. Mr Tew requested this meeting which was held at the Harbor View Subdivision to discuss my inspection report dated 10/18/90, and to verify all remaining work that has not yet been completed. Pump House and Related Equipment I have instructed Mr. Tew to send copies to this office of all documents and letters of acceptance or approval by the Water Authority concerning the Pump-House and the related Water System for our records. Manhole Locations: My inspection report indicated that some of the manholes lead been relocated in the field. Alr. Tejo pointed out that tt~e manholes that appeared to he relocated were in fact additional telephone company manholes. According to Mr. Tew .ill of the manholes are located as originally designed. He said that the landscaper, in his attempt to seed the site has inadvertently covered them with topsoil. Mr. Tew has been instructed to uncover a.Ll of these manholes. Catch Basins: According to Mr. Tew, several catch basins have also been inadvertently covered with topsoil. Mr. Tew has been instructed to uncover all unexposed catch basin grates to allow f.or propper drainage. The cement cover on top of the catch basin located on the south west corner of New Suffolk Ave. and Meadow Beach Lane was temporarely installed to prevent silt build up during construction. Mr. Tew was also instructed to remove this cover. - ~ , oS~FFOI/r~oo ~ s ;IOND L. JACOBS N ~ JM1ES A. RICHTER ut'I?RINTENDENT OF ~ ~ ENGINEERING / -lilGHwnYS ~Ay~l ~ ,~.a0 INSrecTOR 765-3140 734-5211 .111 ~ OFFICE OF THE ENGINEER TOWN OF SOUTHOLD INSPECTION REPORT Cont. ' DATE: 10129(90 PACL': 2 ul' Catch Basins Cont.: There are 2 catch basins located on the south side of Hull's Creek Drive. In my inspection report dated 10/18/90, I indicated that there size needed to be verified. I have since been informed that these catch basins were installed at your request during construct~.on to handle any additional runoff that may come from the site along Hall's Creek Drive. Vertical Sand Drains: The vertical sand drain at theend of Willis Creek Drive is very close to ground water. There is some question as to weather this sump might fill up under heavy rain fall and create a potential hazard. Mr. Tew has suggested that the sump be backfilled with clean sand to reduce the . effective depth of the sump and thereby removing the potential hazard. The only other alternative that I can see at this time would be to install a fence around the perimeter of the sump. Fire Hydrants: Six (6).YardHydrants as indicated of the original plans have been installed and are. hooked up to the existing water supply system on site. Additional Fire Wells are presently being installed on site. Water Valves: According to Mr. Tew several valves have been covered up by the paving contractor. Mx. Tew has been instructed to locate and raise these valves prior to placement of the top asphalt wearing course. Pavement: The only ma;}or portion of work to be completed is the 1'p" top wearing course of asphalt. The existing binder course should be swept clean prior to placement of the top coat. The original bond estimate indicated 5,000 lineal foot. of 28' wide pavement. This equates .to approximately 1,300 Tons of asphalt @ $ 55.00/ton = $ 71,500.00. (BOND ESTIMATE) The intersectiot of Hall's Creek Drive and New Suffolk Ave. will require a certain amount of adjustment in the field during placement of the wearing course. It will be necessary to attempt to flatten the existing crown in New Suffolk Ave. in the east bound lane so as not to create a potential hazard to east bound traffic. ~~FFOIK~oGy~ ~ F ~ P,~6 RAYMOND L. JACOBS ~ ~ JAMES A RICHTER SUPERINTENDENT OF y0 ~ ENGINEERING HIGHWAYS ~ ~•y01 ~ .~`a~ INSPECTOR 765-3140 734-5211 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD M E M O R A N D U M T0: BENNETT ORLOWSKI, JR. , CHAIRMAN FROM: JAMES A. RICHTER, R.A. SUBJECT: HARBOR VIEW SUBDIVISION @ MATTITUCK SCTM 1000-115-17-17 DATE: NOVEMBER 1, 1990 Enclosed please find a copy of my latest inspection report on Harbor View. This report covers the issues that you raised in your memorandum dated October 23, 1990. If you have any additional questions reguarding this matter please do not hesitate to call. Enc. cc. Raymond L. Jacobs file ~ - I IQOn ~ ~ ooc~~EFOIKcoGy S ti RAYMOND L. JACOBS ~ R' ~ JAPIES A. RICHTER SUPERINTENDENT OF y0 ~ ~ ENGINBERING HIGHWAYS 'y.{yQl ~ INSPECTOR 765-3140 734-5211 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD INSPECTION REPORT T0: R_AYMOND L. 7AC0$~/~,1' DATE:.. OCTOBER 29, 1990 TIME: 1:00 pm FROM: JAMES A. RICHTER .r WEATHER: Sunny - 50° PAGE: 1 OF 2 RE: HARBOR VIEW SUBDIVISION MATTTTTiCK NFW YORK ~ - SCTM 11 1000-1'15-17-17 COMMENTS: This report is to confirm the contents of my meeting with Mr. Harry Tew - at the above. referenced time and date. Mr Tew requested this meeting which was held at the Harbor View Subdivision to discuss my. inspection report dated 10/18/90, and to verify all remaining work that has not yet been completed. Pump House and Related Equipment I have instructed Mr. Tew to send copies to this office of all documents and letters of acceptance or approval by the .Water Authority concerning the Pump House and the related Water System for our records. Manhole Locations: My inspection report indicated that some of the manholes had beem:relocated in the field. Mr. Tew pointed out that the manholes that appeared to be relocated were in factadditional telephone company. manholes. According to Mr. Tew .all of the manholes are located as originally designed. He said that the landscaper, in his attempt to seed the site has inadvertently covered them with topsoil. Mr. Tew has been instructed to uncover a.Ll of these manholes. Catch Basins: According to Mr. Tew, several catch basins have also been inadvertently covered with topsoil. Mr. Tew has. been instructed to uncover all unexposed catch. basin grates to allow for propper drainage. The cement cover on top of the catch. basin located on the south west corner of New Suffolk Ave. and Meadow Beach Lane was temporarely installed, to prevent silt build up during construction. Mr. Tew was also instructed to remove this cover.. oo5~EF0(K~O~ RAYMOND L. JACOBS ~ ~ JAMES A. RICHTER SUPERINTENDENT OF • ENGINEERING HIG}IWAYS 'yyo~ ~ .~`a0 INSPECTOR 765-3140 734-5211 OFFICE OF THE ENGINEER - TOWN OF SOUTHOLD INSPECTION REPORT Cont. DATE: 10/29/90 PAGE:, 2 OF 2 Catch Basins Cont.: There are 2 catch basins located on the sauih side of Hall's Creek Drive. In my inspection report dated 10/18/90, I indicated that there size needed to be verified. I have since been informed that these catch basins were installed at your request during construct~.on to handle any additional runoff that may come from the site along Hall's Creek Drive. • Vertical Sand Drains: The vertical sand drain at the end of Willis Creek Drive is very close to ground water. There is some question as to weather this sump might fill up under heavy rain fall and create a potential hazard. Mr. Tew has suggested that the sump be backfilled with clean sand to reduce the . effective depth of the sump and thereby removing the potential hazard. The .,only other alternative that I can see at this time would be to install a fence around the perimeter of the sump. Fire Hydrants: Six (6) Yard Hydrants as indicated of the original plans have been installed and are. hooked up to the existing water supply system on site. Additional Fire Wells are presently being installed on site. Water Va>fves: According to Mr. Tew several valves have been covered up by the paving contractor. MY. Tew has been instructed to locate and raise these valves prior to placement of the top asphalt wearing course. Pavement: -.The only maaor portion of work to be completed is the 1~" top wearing course of asphalt. The existing binder course. should be swept clean prior to placement of the ,top coat. The original bond estimate indicated 5,000 lineal foot of 28' wide pavement. This equates .to approximately 1,300 Tons of asphalt @ $ 55.00/ton = $ 71,500.00. (BOND ESTIAfATE) The intersectio[.• of Hall's Creek Drive and New Suffolk Ave. will require a certain amount of adjustment in the field during placement of the wearing course. It will be necessary to attempt to flatten the existing crown in New Suffolk Ave. in the east bound lane so as not to create a potential hazard to east bound traffic. J ( ~ _ j ~ i rn SCOTT L. HARRIS PLANNING BOARD MEMBERS Bennett Orlowski, Jr., Chairman Supervisor George Ritchie La[ham, Jr. j/f~ ~ 'j~ Town Hall, 53095 Main Road Richazd G. Ward P.O. Box 1179 Mark S. McDonald Southold, New York 11971 Kenneth L. Edwards pLANNING BOARD OFFICE Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 MEMORANDUM TO: James Richter, Engineer FROM: Bennett Orlowski, Jr., Chairman ~ D ~fJ~- RE: Harbor View Subdivision Mattituck, New York SCTM # 1000-115-17-17 DATE: October 23, 1990 The Planning Board has reviewed your inspection report of October 18, 1990 regarding the Harbor View subdivision. It would be appreciated if you would review the enclosed performance bond estimate against the work that has been completed. Please list what work remains to be done, and the approximate cost to complete it. Also determine what remedial work needs to be done in order to bring the site into compliance with the approved drainage and grading plans and the road profiles. fEor example, if the culverts on New Suffolk Avenue cannot handle the additional stormwater run-off, then specify what the developer has to do to correct for the fact that the Hall's Creek Drive catch basin is higher than the roadbed. Should the basin be repositioned? Should another catch basin be installed?) Please contact the developer and his construction foreman about the cement-covered catch basin on the southwest corner of New Suffolk Avenue and Meadow Beach Lane, and the relocated manhole covers. Ask them to submit as-built drawings of all changes in the field. (The Planning Board keeps a copy of all such changes for its public records.) You should be aware that this subdivision has two fire hydrant systems. One is operated off the private water system. The other is dependent on fire wells. To date, neither system is thought to be on-line. Correspondence relating to the fire hydrants is enclosed for your information also. The reason the Planning Board is asking for such a detailed review is that the performance bond (letter of credit) has expired. The Board is going to ask the developer to post another letter of credit for the remaining work. Therefore, we would like to document the request thoroughly. For your review and information, I have enclosed a copy of a list of unfinished items that was prepared by the homeowner's association in this subdivision. This list accompanied the association's letter of complaint to Supervisor Harris. If you have any questions or concerns, please do not hesitate to contact Valerie Scopaz of this office. cc: Ray Jacobs, Highway Superintendent SID~PL~Y B. 606'9/NE & SO~d Sitlney B. Bowne. P.E., L.S. ~ ~Ca~ Rolantl Antlers (1922-1959) Francis J. Lynch Chester C. Kelsey. P.E., L.S. 45 Man Of ROad Phillip Schlotzhauer Robert A. Stanton, P.E. ~ JoseDh F. Stegman Robert W. Brown, L.S. SnlltiltOWn, N.Y. ~ 1787 ~ ! _ ^ William T. Styne ZaDtliel A. Blackman, P.E.. L.S. 51 6 724-08 ~ ~ ' I ; Ric hartl B. Weber Frank J. Antetomaso. P.E. ~ ~ , , r ; : i George A. Style. P.E. ~ wli.t j ! { 7 :v~ ' Jerry D. AlmonL P.E. _ _ e George L. Fagan, Jr., Ph. D., P.E. Paul FCS evens. P.EC.E. ~_~uU R{UI;I ~l~i~•,~-'-~ y Roger L Cocchi, P.E. ~{';'~Il~{~~.. ~r,~~~~1'':~ Thomas R. Pynchon, L.S. June 9, 1989 Mr. Bennett Orlowski, Jr., Chairman TOWN OF SOUTHOLD Planning Board 53095 Main Road Southold, New York 11971 Re: Site Inspection, Harbor View, Major Subdivision, Mattituck, Town of Southold, New York (SBB 87381) S.C.T.M.: 1000-115-17-17 Gentlemen: An inspection of this subdivision was conducted on 6/8/89. Present were Ray Dean and C. S. Heffernan of this office. The following list is the work which has been done and the percentage of completion to date, and the value in conjunction with the bond. VALUE OF ITEM BOiJUED AMT. ~ CCMPLETED COMPLETED WORK Land Clearing $ 5,000 100 $ 5,000 Rough Grading 9,000 100 9,000 Fine Grading 10,000 100 10,000 * Surfacing: 250,000 Only Stone Base Installed - 80Y of $53,400 = 42,720 Curbs: 80,000 90 72,000 8' 30,600 9O 27,540 4' 2,400 90 2,160 Manholes 6,000 90 5,400 Pipe 46,50C 90 41,850 End Walls 300 100 300 Vertical Sand: Drains 27,600 90 Swale 144,000 90 12,9fi0 S/1 MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER An EpuFl Opp•rluniry Empbyst M/FM P4r. Bennett ~wski, J~, Chairman 4, TOWN OF SOUTIIlrD June 9, 1989 Page Two VALUE GF ITEP4 BONDED APJT. o COiPLETED COMPLETED 4i0RK Water Supply System: $ $ (Pipe, hyrdrants, etc.) 70,400 95 66,880 * Pump House & Equipment 250,000 0 0.00 Bulkheading 800 0 0.00 Seeding 12,000 95 0.00 Trees 2,400 0 C.00 Signs 1,300 0 0.00 Monuments 2,500 0 0.00 fire Wells 6,000 0 0.00 TOTAL = 5295,810.00 * No Asphalt Pavement Installed, only stone base. Pump Flouse and Equipment not evaluated due to determination of acceptance by Water Authority. The total value of the work completed and the percent of accept- . ability equals 5295,810.00. Very truly yours, SIDNEY B. 604!NE ~ SON COPISULTING ENGINEERS A. BAR TON CAS P.E. CSH:cIg xc: Ray Jacobs, Supt./Hwys. Ray Dean (SBB) ) ~ 7UPj rU BAYVIEW AT 1V1.tiTTITUCK HOMEOWNER'S ASSOCIATION pd P.O. Box 749 Riverhead, M' 17907 a Town Supervisor 9 ~i; j',~' t ^~.,.r'. Scott Harris } ` ~ Town of Southold 53095 Main Road _ ~ ^ ` 1 , r ~ Southold, N.Y. 11971 / Re: Harbor View at Mattituck Subdivision Dear Mr. Harris, It has recently come to the attention of the Board of Directors, the letter of credit accepted by the town in lieu of a performance bond for the above noted subdivision, was allowed to expire. It is our understanding the letter of credit was the sole financial assurance the property owners had to guarantee satisfactory completion of the required specifications as set forth by the town. It is inconceivable that this sole protection was structured to allow it to expire prior to satisfactory completion of the work. Given the many delays property owners have had to endure, it is imperative the town take whatever action necessary to correct this oversight. I have enclosed a list of major items that, to date, have not been completed. The Board of Directors are greatly concerned that the property owners have been left in an untenable situation by the town not enforcing its position before the letter of credit expired. Your early attention to this matter is essential due to the serious nature of the problem. _____...__.__Very truly yours, 7 Benedict Carlozzo Board of Director Bayview at Mattituck Homeowners Association AttachmenC Items to be completed - Harbor View at Mattituck Fire Wells 2 with submersible pumps $19,400 2 without submersible pumps 11,600 $31,000 Opening sand drain on Willis Creek Drive (or fencing if it won't drain) 5,000 Gabion at outfall box 2,500 Second lift on street 30,000 Approval of water plant $68,500 Estimated by Bob Keith -lighway Department ~pS~FFOtk~o~ ~ ~U~/L~ Town of Southold ~ : < Peconic Lane" TL+T.765-3140 Peconic, N.Y. 11958 O', ~ ~ 734-5211 -,ypl ~ ~.ao INSPECTION REPORT T0: Raymond L. Jacobs DATE: October 18, 1990 Superintendent of Highwa s TIME: 12:30 pm FROM: James A. Richter R.A. WEATHER: Partlv Clowdv - 65° Engineer - Town of Southold_ PAGE: 1 of 1 RE: Harbor View Subdivision Mattituck, New York L Z I`,;~`;.~j SAX MAP 1l 1000-115-17-17 - COMMENTS: This inspection was requested by Mr. Bennett Orlowski Jr. and yourself for the purpose of observing the existing conditions of the proposed. subdivision to verify any work that might be incomplete. The pavement for the above mentioned subdivision is incomplete. As indicated in an inspection report by Sidney B. Bowne dated 6/9/89 only the stone base course had been installed in the roads. Since that time a bituminous binder course has been placed and seems to be in excelent condition. What is still missing however is the top 1~" wearing course as per the Town Code, This wearing course must be installed prior to any consideration by the Town for dedication, Some of the manhole locations that were indicated on the drawings dated 4/26/$6 have been relocated in the field. An as constructed survey or a record of why these manholes were relocated is not on file for review. The catch basin located on the south west corner of New Suffolk Ave. and Meadow beach lane has been covered with cement. I have no explanation for this at this time: The catch basin located on the east side of Hall's Creek drive near New Suffolk Ave. seems to be slightly higher than the road. Approximately 200' of Hall's Creek Drive will drain down to New Suffolk Ave. The existing culverts on New Suffolk Ave. need to be verified to see if there is adequate capacity to handle the additional street runoff. The quantity and location of the new street trees seems adequate. The signage on site appears to be adequate. (ie.; Street Signs, Stop Signs, Dead End Signs, etc.) w ~ ~UBF)C.C7 BAYVIEW AT MATTITUCK MS HOMEOWNER'S ASSOCIATION pd P.O. Box l49 Riverhead, NY 7190] i~~ ~ 3 + ~ {p t1 ~1 k '~~1 j r ~ Town Supervisor ~ ~ 4 ' ~7 Scott Harris ~..i' ( ~ ~ Town of Southold ~ 53095 Main Road Southold, N.Y. 11971 ~r~'ra fFS^1.:'~~i1r-~ Re: Harbor View at Mattituck Subdivision / Dear Mr. Harris, It has recently come to the attention of the Board of Directors, the letter of credit accepted by the town in lieu of a performance bond for the above noted subdivision, was allowed to expire. It is our understanding the letter of credit was the sole financial assurance the property owners had to guarantee satisfactory completion of the required specifications as set forth by the town. It is inconceivable that this sole protection was structured to allow it to expire prior to satisfactory completion of the work. Given the many delays property owners have had to endure, it is imperative the town take whatever action necessary to correct this oversight. I have enclosed a list of major items that, to date, have not been completed. The Board of Directors are greatly concerned that the property owners have been left in an untenable situation by the town not enforcing its position before the letter of credit expired. Your early attention to this matter is essential due to the serious nature of the problem. - _.--._____Very truly yours/,~ TP enedict Carlozzo Board of Director Bayview at Mattituck Homeowners Association Attachment Items to be completed - Harbor View a[ Mattituck Fire Wells 2 with submersible pampa $19,400 2 without submersible pumps 11,600 $31,000 Opening sand drain on Willis Creek Drive (or fencing if it won't drain) 5,000 Gabion at outfall box 2,500 Second lift on street 30,000 Approval of water plant $68,500 Estimated by Bob Keith r~'ti". U BFc t.G_ P6 r .ighway Department ~ MS Town of Southold Peconic Lane Peconic, N.Y. 17958 RAYMOND L. JACOBS iel. 765-3140 Superintendent 734-52 t t April 12, 1990 Mr. Bennett Orlowski, Jr., Chairman Southold Town Planning Board Main Road Southold, New York 11971 Re: Harbor View Subdivision ? ~ic~ _17 _i'~ Mattituck Oear Mr. Orlowski: I have inspected the trees in the above mentioned subdivision and find them to be planted as directed and are acceptable. Respectfully, Raym nd Jacobs Superin endent of Highways cc: Mr. Felix Bialeski _r~ ~ ~~1 ~ ~ ~l o ,~~er~L~~~G~ PLANNING BOARD MEMBERS t°n ~`i• ~ SCOTT L. HARRIS Bennet[ Orlowski, Jr., Chairman yQ~'~'~4° ~ Supervisor George Ri[chie Latham, Jr. ~~41- ~bO Richard G. Ward `-T Town Hall, 53095 Main Road Mark S. McDonald P.O. Box 1179 Kenneth L. Edwards pLANNING BOARD OFFICE Southold, New York 11971 Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 May 11, 1990 Anthony T. Conforti P.O. Box 149 Riverhead, New York 11901 Re: Bay View at Mattituck SCTM # 1000-115-17-17 Dear Mr. Conforti: The Mattituck Fire District has notified us that the performance of the water system for fire protection purposes is unacceptable. A copy of the Fire District's report is attached for your information. Please call this office when the system has been upgraded to the Fire District's standards, so that a retest can be arranged. We look forward to hearing from you soon. Very Truly Yours, : /c' Bennett Orlowski, Jr. J Chairman Enc. VS/vs cc: John A. Keogh, Secretary, Mattituck Fire District John D. Strode, President, Homeowner's Association ~ f'Pj ~~s ~<9 ~5 Phone 298-8833 MATTITUCK FIRE DISTRICT P.O. BOX 668, 1000 PIKE STREET MATTITUCK, LONG ISLAND, N.Y. 11962 May 1, 1990 Southold Town Planning Board Southold, N.Y. 11971 Re: Bayview at Mattituck - SCTM# 1000-115-17-17 Dear Sirs: Please be advised that the above sub-division's water system was tested by the Mattituck Fire Department on April 30. The test was conducted in the evening to confirm if the system was to the standards set by the Board of Fire Commissioners as per your letter of January 16, 1989 explaining the "Procedure for Determining Need for Fire Wells" - Par 3. The department's test indicated that testing for a period of 15 minutes produced 180 GPM - the minimum required by the Fire District's Standards is 350 GPM for the first hour and 300 GPM thereafter at each fire well. Some changes will have to be made to bring this system within the correct standards. Please advise when a retest can be arranged. Cordial , John A. gh, Sect. Mattitu Fir Dist. Su 6~1 c..S' ~S Phone 298-8833 MATTITUCK FIRE DISTRICT P.O. BOX 666, 1000 PIKE STREET MATTITUCK, LONG ISLAND, N.V. 11952 May 1, 1990 Southold Town Planning Board Southold, N.Y. 11971 Re: Bayview at Mattituck - SCTM# 1000-115-17-17 Dear Sirs: Please be advised that the above sub-division's water system was tested by the Mattituck Fire Department on April 30. The test was conducted in the evening to confirm if the system was to the standards set by the Board of Fire Commissioners as per your letter of January 16, 1989 explaining the "Procedure for Determining Need for Fire Wells" - Par 3. The department's test indicated that testing for a period of 15 minutes produced 180 GPM - the minimum required by the Fire District's Standards is 350 GPM for the first hour and 300 GPM thereafter at each fire well. Some changes will have to be made to bring this system within the correct standards. Please advise when a retest can be arranged. Cordial , John gh, Sect. attitu Fir Dist. b " Wit, _ - rod] F~'!,r ~ ~ a'~ ~`V ~ ~ro~ 4 .c „ W7 ~ F ~i~ a i, Town Hall. 53095 Main Road ; ~ j~ ~;~y P.O. Box 1 179 ~"y° = Southold. New York 1197] ~ •~~Y' ~ TELEPHONE - (516) 765-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 2, 1990 Bayview at Mattituck Homeowner's Association c/o John D. Strode P.O. Box 149 Riverhead, NY 11901 RE: Bayview at Mattituck SCTM# 1000-115-17-17 Dear Mr. Strode: The Planning Board has reviewed your letter of January 22, 1940 regarding fire protection at the Bayview at Mattituck subdivision. The four fire wells are required in addition to the hydrants. If there are further questions, please contact this office. Very truly yours, Bennett Orlowski, Jr~/~ Chairman VS/hp ce: John A. Keogh, Secretary Mattituck Fire District _ (MS`~ i Bayview at Mattituck Homeowner's Association c/o John D. Strode P.O. Box 149 Riverhead, NY 11901 January 22, 1990 Planning Board Town of Southold Town Hall Southold, NY 11971 Gentlemen: Our Association is working with the Sponsor of this subdivision (SCTM #115-17-17) to resolve the items yet to be completed. The final road and drainage plan of Harbor View, dated August 28, 1986, call for seven yard hydrants which have been installed and four fire wells which have not been installed. Would you determine if the fire wells are required in addition to the hydrants. Thank you. VeC~uly y~ou/r~sQ, JOHN D. STRODE President, HOA JDS:js 2 4 ggp SOtiTHOtn ip, `i! pLpNNItd6 BOr f Account Number Invoice #..16815...... Date. NoyembeC.20.. _..19.89....... . 70WN OF SOUTHOLD, COUNTY OF SUFFOLK, N.Y., Dr. E l O ~ ty ~ i] ~J ~ ~ i~0~; ,y,i, .i,: PAY T0: Payee Identification ~ ' JOV 3 0 l98,9 Payee Name: or Social Security Number Bowne Payee Reference: PLA~IF;C~35rr_:'n_~_..,_ Address: .....82381 Phone No. 1....)....................... Vendor Contact Cash Discount ..................°k.........Days.................., Item Description of MaterialfService Quantity Unit Amount N o. Price Construction Inspection Harbor View Bond Reduction, review and report Total 1,155.59 Discount Net The undersigned (Claimant) (Acting on behalf of above named claimant) does hereby certify that the foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. Dated,Novmeber 20 19 89 Signature SIDNEY B. BOWNE 8r SON 45 Manor Road Smithtown, New York 11787 (516) 724-0611 November 20, 1989 Town of Southold 87381 Construction Inspection Harbor View Town of Southold, N.Y. For the period of: 09/26/89 to 10/23/89 $361.12 08/29/89 to 09/25/89 $794.47 $1,155.59 PLEASE REMIT TO: SIDNEY B. BOWNE & SON 45 Manor Road Smithtown, New York 11787 MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER An E•u•I Oppohunily EmpipyH M/F/H i _I 9/28/89 06:34:56 PAGE 89 SIDNEY 9. BONNE 8 SON MANAGEMENT INFORMATION SYSTEM JOB DETAILREPORT FOR THE PERIOD FROM AUG. 2911939 TO SEPT 23. 1989 v. J03 NUM9ER: 097381 J09 N4M"<: HAR90R VEU CON INSP SOHO J08 CL4SS; R TBR/EO NO.: TYPE OF SERVICc: _ CLIENT NUMBER: SOMD CLIENT NAME: SOUTMOLO PROJ. MGR. 9ROWN ~ EMPLOYEE IDENTIfIC0.TI0N D4ILY HOURS WORKED TOTAL-~= e HRLY RATE TOTAL SALARY SALARY NUMBER LAST NAME 'IRST NAM? (REG. OT) TUE WE7 THU FRI S>T MON HOURS COST COST a iz FOR THE MEEK ENDING SEPT 4i 1989: ~ ~ - 00.7013 HEFFERV4N NEIL R 28.9900 0.0 0.0 0.0 6.0 0.0 0.0 6.0 173.34 - - SU9 TOTAL E 173.34 FOR THE MEEK ENDING SEPT 25. 1989: ;o 000013 HEF%ERNAN NEIL R 29.8900 5.0 0.0 O.D 0.0 0.0 0.0 5.0 144.45 SUB TOTAL E 144.45 z. TOiaL E. 317.79 u MULTIPLIER 2.50 SU9 - TOTAL FEE E 794.47 TOTAL FEE E 794.L7 ao n ,z v o< m .-IQ^ a e, I - _ l 15 u i ~I 0 V ~an _ - - +5 _~.-_ty. ..e-ww~1.Farvp~ as ~Ii\ 5 . SS 9 5. 5. ~55 n...~.+y.~ .ee.'+~...~ ..+v-. - ~.-+r 1T ^~~a-T.+..~ .r-- - _ - u 51 _ ,y i ~ 10/26/89 09:17:58 PAGE 91 L_ SIDNEY 8. 80WNE 8 SON MANAGEMENT INFORMATION SYSTEM J JOB DETAIL REPORT FOR THE PERIOD FROM SEPT 26. 1939T0 .OCT. 23i~1989 I, ii J03 NUM3'c R: 087381 JOB NAME: HARBOR VEU CON INSP SOHD JOB CLASS: R TBR/EO NO.: TYPE OF SERVICE: _ ' CLIENT NUMBER: SOHD CLIENT NAME: SOUTHOLO PROJ, MGR. BROWN EMPLOYEE IDENI IFSCATION DAILY HOURS WORKlD TOTAL - w _ HRLY RATE TOTAL SALARY SALARY ~ NUMBER L45T N4ME FIRST NAM'_ (REGi 07) TUE WED THU FRI S1T MON HOURS COST COST •rrrrr FOR THE WEEK ENDING OCT. 2. 1989: 000013 HEFFERNAN NEIL R 28.8900 0.0 1.0 0.0 0.0 0.0 0.0 1.0 28.89 SUB TO,TAI S 28.89 rrrrrr FOR THE MEEK ENDING OCT. 9i 1989: ~ ~ ~_f i i- 000013 HEFFERNAN NEIL R 28.8900 4.0 0.0 0.0 0.0 0.0 0.0 4.0 115.56 ~.I SUB TOTAc S 115.56 J iOTAI f 144.45 NULTIPLI _R 2.50 SUB -TOTAL FEE f 361.12 lr TOTAL FEE S 361.12 i ~o V xJ ~ ^5 4. .,i _ _ I I _ - ~J s~ . x a" •.s V . r Account Number Invoice #.16811, , , , , , ,Date. Noyem~gr, , , 2Q, D 9,~ , , pp ~ 3-= TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N.Y., Dr. ~~~~V ~ ~9~ PAY T0: Payee Identification Payee Name: or Social Security Number: SOUiHQLD ~ :5V PLANPJI~j~F ~yJ~ _ . Bowne Payee Reference: Address: , , , 87233 Phone No. (....1....................... • Vendor Contact Cash Discount %.........Days.................................... Item Description of Material/Service Quantity Unit Amount No. Price Harbor View Construction ins ection 1 542.32 Total 1 542.32 Discount Net The undersigned (Claimant) (Acting on behalf of above named claim t) does here y ertify that the foregoing claim is true and correct and that no part thereof has bee paid, except as tlJ ein stated, and that the balance therein stated is actually due and owing. Dated. November 20 79 89 ........9..... Si nature SIDNEY B. BOWNE 8~ SON 45 Manor Road Smithtown, New York 11787 (516) 724-0611 November 20, 1989 Town of Southold 87233 Inspection during construction Harbor View Subdivision, Mattituck - NY $1,542.32 For the period of: 08/29/89 to 09/25/89 PLEASE REMIT TO: SIDNEY B. BOWNE & SON 45 Manor Road Smithtown, New York 11787 MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER An EQV•I Oppptlunity Employer M/F/N f ~ 9/28/89 08:34:53 PAGE 88 I~' SIDNEY B. BONNE & SON MANAGEMENT INFORMATI OV SYSTEM i - ~ J06 DETAIL REPORT FOR THE PERIOD FROM AUG. 29. 1939 TO SEPT 25i 1989 , i II JOB NUM9 ER: 087233 JOB NAME: Y.AR90R VIEN SOHD JOB CLASS: R ~ TBR/EO ND.: TYPE OF SERVICE; ~J CLIENT NUMBER: SOHD CLIENT NAME: SOUTHOlO PROD. MGR. BRONN e _ j EMPLOY"_ IDENTIFICATION D0.ILY HOURS MORKEO - - TOTAL NRLY RATE TOTAL S0.lARY ~ SALARY u NUM9ER LAST NAME FIRST NAME (REG. OT) TUE NEO THU FRI SAT MON HOURS COST COST ~ - iz ++xxxx FOR THE WEEK ENDING SEPT 4. 1989: ~ ~ - 000422 JEAN RaYMON7 C. R 21.A337 2.0 0.0 0.0 2.0 0.0 0.0 4.0 85.73 ~ SUB TOTAL E 85.73 ~6J ~ 9 x+++xx FOR THE MEEK ENDING SEPT lli 1989: F zo ..l z. 000422 DCAN RAYMOND C. R 21.4337 0.0 0.0 0.0 2.0 0.0 4.0 6.0 - 128.60 SUB TOTAL- - E 128.60 ~s +*xxxx FOR THE WEEK ENDING SEPT 18. 1989: zsJ - 000013 HE FF ER NAN NEIL R 28.8900 8.0 0.0 0.0 0.0 0.0 0.0 8.0 231.12 - .a 000422 DEAN RAYMOND L. R 21.4337 4.0 3.0 1.0 0.0 0.0 0.0 B.0 171.47 zs .J L, SU9 .TOTAL E 402.59....,...... 10 'v ~ TOTAL - ~ E 616.93 ,z~ / MULTIPII ER 2.50 SUB - TOTAL FEE E 1.542.32 ~z• TOTAL FEE S 1.542.32 Ifi o ~ ve > ~a e nx 0 . - ~ i - ~ J n .e .a a9 so ~I ~ IS - ~ v St fi L ifl 5~ ~ N I55 .m,p......t. _ t _"1F~~.xT-y"l i 55 - - SIDNEY B. BOWNE ~ SON Sitlney B. Bowne, P.E., L.S. ~ ~ t° ~ Rolantl Anders (1922-1959) Francis J. LYnch Chester G Kelsey, P.E., L.S. QS Manor ROSd i _ Phillip Schlotzhauer Robert A. Stanton, P.E. ~ ~ i Joseph F. Stegman Robert W. Brown. L.S. Smithtown, N.Y. 11787 " ' wunam r. sryne Zabdiel A. Blackman, P.E., L.S. ~5~ s~ 724'061 ~ - Richard B. Weber Frank J. Antetomaso, P.E. ~OIf _ e 19~( George A. Style, P.E. YY O Jerry D. Almont, P.E. George L Fagan, Jr., Ph. D., P.E. Frank Capobianco, C.E. Paul F. Stevens, P.E. Roger L Cocchi, P.E. Thomas R. Pynchon, L.S. NOVember 6, 1989 Mr. Bennett Orlowski, Jr., Chairman TOWN OF SOUTHOLD Planning Board 53095 Main Road Southold, New York 11971 Re: Site Inspection, Harbor View, Major Subdivision Matt ituck, Town of Southold, New York. S.C.T.M. 1000-115-17-17 (SBB No. 87381) Gentlemen: A site inspection of this subdivision was conducted on 11/2/89. Present were Ray Dean and C.S. Heffernan of this office. The intermediate asphalt paving course has been satisfactorily completed at the col-de-sac of Willis Creek Drive. No remedial work has been performed within the drainage areas to date. Very truly yours, SIDNEY B. BOWNE & SON CONSULTING ENGINEERS Q. L~ A. BAR CASS, P.E. CSH:cIg cc: R. Jacobs R. Dean MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER An Equ•I Opportunity Employer M/FM BAYVIEW AT MATTITUCK HOMEOWNER'S ASSOCIATION c/o John D. Strode P.O. BOX 149 Riverhead, NY 11901 August 15, 1989 f jf Mr. George G. Lessard, Sr. Fire Commissioner ~ Mattituck Fire Department P.O. Box 666 ~ Mattituck, New York 11952 Dear Commissioner Lessard: The Directors of the Homeowner's Association of which I am presently serving as President are resolving the final details of the development with the Sponsor. You will recall that we are located on New Suffolk Avenue just southeast of the intersection with Locust Lane. The final road and subdivision plan dated August 28, 1986 indicates four fire wells and several yard hydrants. The hydrants have been installed, but the firewells have not yet been drilled. Was it the intention of the fire commission for the development to have both the hydrants and the wells? Please call me at 727-2322 if I can answer other questions. We would like to have your written reply, however, for our records. Very t ly yo rs, JOHN D. STRODE President, Homeowner's Association JDS:js SIDNEY B. BOWNE ~ SON Sidney B. Bowne, P.E., L.S. Roland Anders (1922-1959) Francis J. Lynch Chester C. Kelsey, P.E., L.S. 4S Manur ROfld Phillip Schlotzhauer Robert A. Stanton, P E. - Joseph F. Stegman Robert W. Brown, L S Smithtown, N.Y. 11787 ~ ~ ~ ~ ~ ) William T. Styne Zabtliel A. Blackman P.E., L.S. (518) 724.6`1 1 D Richard B. Weber Frank J. Antetomaso P.E. ~~I(~~p(~ George A. Style, P.E. ~ ~ 2 8 ~ Jerry D. Almont, P.E. George L. Fagan, Jr., Ph. D., P.E. Frank Capobianco, C.E. S.'~7,~:-°~ Paul F. Stevens, P.E. Roger L Cocchi, P.E. N~;..._._.._.. . rhnmaa R. Pynchon, L.s. September 27, 1987 Mr. Bennett Orlowski, Jr., Chairman TOWN OF SOUTHOLD Planning Board 53095 Main Road Southold, New York 11971 Re: Site Inspection, Harbor View, Major Subdivision, Mattituck, Town of Southold, New York (SBB 87381) S.C.T.M.: 1000-115-17-17 Gentlemen: An inspection of this subdivision was completed on 6/8/89. Present were Ray Dean and C. S. Heffernan of this office. The intermediate asphalt course has been placed satisfactorily, with the exception of the southern most end of Willis Creek Drive at the cul-de-sac. At this time it is advisable that a plan be formulated for the finished paving grades at the intersection of Halls Creek Drive and Suffolk Avenue to assure an acceptable transition. The drainage areas must also be regraded and we recommend that fencing be installed along the perimeter of the drainage area on the east side of Willis Creek Drive on the south end. We predicate this recommendation due to the depth, the grading of the slopes and the water conditions at this location. Very truly yours, SIDNEY B. BOWNE & SON CONSULTING ENGINEERS A. ~ARTO~A~~~: CSH:cIg xc: R. Jacobs, Supt. of Hwys. R. Dean (SBB) MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER An Equ•1 OOCOduniry Employer M/FM • ®~v~Fat,~ro . ~ ~t~ ~ Town Hall, 53095 Main Road ~ ' ® ' P.O. Box 1179 Southold, New York 1 1971 .~~1 i~ TELEPHONE (516) 765-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD .?une 27, 1989 Anthony T. Conforti P.O. Box 149 Riverhead, NY 11901 RE: Harbor View Realty SCTM #1000-115-17-17 Dear Mr. Conforti: Enclosed please find the resolutions from the Town Board approving the reduction of the band in the amount of 854,190 and accepting the letter of credit for same. Please notify the Planning Board office as to when the remainder of the work is completed.. If you have any questions, please do not hesitate to contact this office. Ver ruly yours, .Grt/tt~9~~ BENNETT ORI,OWSKI,JR. CHAIRMAN enc. jt c~~EFOlK~O O ~lrjj' JUN 2 3 1~9:._ ~ 2i ~ Town Hall, 53095 Main Road SOtiiHULD TO'"5u y0 ~ ~ P.O. Box 1179 PLANPilMG Bt! ~ ~D ago ~ Southold, New York 11971 JUDITH T. TERRY 1 Fnx (516) 765-1823 TELEPHONE (516) 765-1801 TPWN CLERK REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON JUNE 20, 1989: RESOLVED that the Town Board of the Town of Southold hereby authorizes the reduction of the bond for major subdivision of Harbor View from $1, 150,000 to $854, 190, all in accordance with the recommendation of the Southold Town Planning Board and Sidney B. Bowne ~ Son, Consulting Engineers; and be it further RESOLVED that the Town Board hereby accepts the reduced Letter of Credit in the amount of $854,190 for said major subdivision Harbor View. udith T. Terry`~~~~~ Southold Town Clerk June 22, 1989 CC~C~I~;~ JUN 15189 su;: via INTER-DEPARTMENTAL MEMORANDUM TO: James A. Schondebare, Town Attorney and Robert H. Berntsson Assistant Town Attorney FROM: William Mullen DATE: June 15, 1989 RE: Harbor View Subdivision, Mattituck, NY The Letter of Credit issued to the above subdivision in the amount of $1,150,000.00 expires, Tuesday, June 20, 1989. I have enclosed correspondence from Union Savings Bank, dated May 31, 1989, advising us that the Letter of Credit will no longer be in possession and expires June 20, 1989. The second enclosure is from Sidney B. Bowne E Son showing the amount of work completed totaling $295,810.00. There should be a renewal Letter of Credit issued for the balance of $854,190.00. cc: Judith T. Terry, Town Clerk t . ; T P,O. Sox i t 79„ ti, «thold, New York 1 ] 97l r JUDITH T. TERRY Enx (s16) 76s-laz3 TELEPHONE (s16) 7654801 TOWN CLERK REGISTRAR OL VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWfNG RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON FEBRUARY 7, 1989: RESOLVED that the Town Board of the Town of Southold hereby accepts the extended Letter of Credit No. 119, in the amount of $1,150,000.00, to June 20, 1989, from Bay view Ventures for their major subdivision Harbor View, all in accordance with the recommendation of the Southold Town Planning Board. Judith T~~ Southold Town Clerk February 9, 1989 1 i ~ ~ ~ ~ ~ 1 f R cUC~~'~, Y~ ,s ~ t ~ r 4~ ~ :~n Town Hall. 53095 Main Road 1 ~ ' 4,, P.O. Box 1179 ~ Southold. New York 11971 ~~.ti" TELEPHONE (516) 765 1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 9, 1989 Anthony T. Conforti P.O. Box 149 G11 East Main Street Riverhead, New York 11901 RE: Harbor View Realty SCTM# 1000-115-17-17 Dear Mr. Conforti: At the June 6, 1989 Town Board meeting, the Town Board passed a resolution authorizing the Suffolk County Water Authority to run all public water systems in Southold Town. A copy is enclosed for your assistance. Please notify the Planning Board when the water system for the above mentioned subdivision has been inspected and approved by the Suffolk County Water Authority. Please contact the office if you have any further questions. truly u , BENNETT ORLOWSKI, JR. CHAIRMAN enc. ms SID~Y B. BOWNE ~ SON Sitlney B. Bowne, P.E., L.S. Ce^„,''/~^^~ Rolantl Antlers (1922-1959) O Francis J. Lynch Chester C. Kelsey, P.E., L.S. 4~j MBnOf R08d Phillip Schlotzhauer Robert A. Stanton, P.E. Joseph F. Stegman Robert W. Brown, L.S. SRIIthtOWfl, N.Y. 11787 , ~ I i2 wl~ ~ William T. Styne Zabtliel A. Blackman, P.E., L.S. (51 6~ 724'611 , i 1 f Ji I Richartl B. Weber Frank J. Antetomaso, P.E. i r -I ~ i { ~ II 11 ;1 .I George A. Style. P.E. .,J+' i ~ ~ z j~~ 'J ? Jerry D. Almon[, P.E. ~ .-ei George L. Fagan, Jr., Ph. D., P.E. i Frank Capobianco, C.E. n~'~""^°"~"'~^^^~+1 ~OUi}(0~~ 104:Sy Paul F. Stevens, P.E. P~-4~Mi>!Ii`1G EOi7N~ Roger L. Cocchi, P.E. ..e,~,~ Thomas R. Pynchon, L.S. June 9, 1989 Mr. Bennett Orlowski, Jr., Chairman TOWN OF SOUTHOLD Planning Board 53095 Main Road Southold, New York 11971 Re: Site Inspection, Harbor View, Major Subdivision, Mattituck, Town of Southold, New York (SBB 87381) S.C.T.M.: 1000-115-17-17 Gentlemen: An inspection of this subdivision was conducted on 6/8/89. Present were Ray Dean and C. S. Heffernan of this office. The following list is the work which has been done and the percentage of completion to date, and the value in conjunction with the bond. VALUE OF ITEM BONDED AMT. % COMPLETED COMPLETED WORK Land Clearing $ 5,000 100 $ 5,000 Rough Grading 9,000 100 9,000 Fine Grading 10,000 100 10,000 * Surfacing: 250,000 Only Stone Base Installed - 80% of $53,400 = 42,720 Curbs: 80,000 90 72,000 8' 30,600 90 27,540 4' 2,400 90 2,160 Manholes 6,000 90 5,400 Pipe 46,500 90 41,850 End Walls 300 100 300 Vertical Sand: Drains 27,600 90 Swale 144,000 90 12,960 S/1 MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER An Egual Opportuniry Employer M/F/H Mr. Bennett Orlowski, J~ Chairman TOWN OF SOUTHOLD June 9, 1989 Page Two VALUE GF ITEM BONDED AhiT. % COMPLETED COMPLETED WORK Water Supply System: $ $ (Pipe, hyrdrants, etc.) 70,400 95 66,880 * Pump House & Equipment 250,000 0 0.00 Bulkheading 800 0 0.00 Seeding 12,000 95 0.00 Trees 2,400 0 C.00 Signs 1,300 0 0.00 Monuments 2,500 0 0.00 Fire Wells 6,000 0 0.00 TOTAL = x295,810.00 * No Asphalt Pavement Installed, only stone base. Pump House and Equipment not evaluated due to determination of acceptance by Water Authority. The total value of the work completed and the percent of accept- . ability equals $295,810.00. Very truly yours, SIDNEY B. BOWNE ~ SON CONSULTING ENGINEERS A. B R~TON L~AS~~~ CSH:cIg xc: Ray Jacobs, Supt./Hwys. Ray Dean (SBB) t,__ . 64 South Ckeon Avenue, Potchogue. New 4brk 11774 (516) 489-7500 ~y ~;~w ~~nl-.u~~ ~ 15 - 1?- ~7 May .°,1, 1959 Southold Town Planning Board Southold Toom Hall P . O . Bo.; 7.^.9 Southold, New York 119?1 Gentlemen_ This letter S}:31i 3er'7? a5 nOt]t1Cat10T'i that OUr IrreVCC3blF Utter of Credi±; 119, which?;Fires June .^_0, 1.989, caill not be farther c-::t.ended, and will be null and void as of that date. Very truly your, THfi U4iIgN SAV3 S BANK Bdward J {ru Vir_e Pr~sir7~ent !JO Corom/Houppouge/Huntington/loke Grove/Potchogue/Rocky Point/Shirley(UJesthompton Beach x~ "?.,U~CL .i. ~ ~ Town Hall, 53095 Main Road P.O. Box 1179 ~--,~/f~/- A-.aLr~`~ Southold. New York 1 1971 TELEPHONE (516) 765-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 20, 1989 Judith Terry Town Clerk Southold. NY 11971 RE: Harbor `Jiew Realty (8ayview Ventures) SCTM #1000-115-17-17 Dear Mrs. Terry: The following actions were taken by the Southold Town Planning Board on Monday, June 19, 1989. RESOLVED that the Southold Town Planning Board accept the Sidney B. Bowne & Son report dated June 9, 1989, which reduces the bond estimate to $854,190.00, and extends the Irrevocable Letter of Credit from June 20, 1989 to September 20, 1989. RESOLVED that the Southold Town Planning Board recommend the reduced bond estimate for $854,190.00, aad the extension on the Irrevocable Letter of Credit to September 20, 1989, to the Towri Board for their review and approval of same. Please note that the Planning Board is concerned with the time of the extension. It was suggested that the extension should have been for one year, not ninety days, as the amount of work to be done can not be completed in this time frame. If you have any questions, please do not hesitate to contact this office. Very truly yours, .Grf/+tdsy~ BENNETT ORLOWSRI,JR. enc. CHAIRMAN cc: James A. Schondebare, Town Attorney Anthony Conforti, Esq. jt ~ THE ~ .q i~ UNION ` ~ IAVINGj BANK 64 South Ckeon Rvenue, Potchogue, New 4brk 11774 (516) 489-7500 .June 16, 1989 Southold Town Planning Board Southold Town Hall. P- 0- BoY 77_8 ^outheld, New Yorlr 1197.1 Gentlemen: Reference our Irrevocable Letter of Credit 119, dated ?February 4, 1988- By order of our client, Bayview Ventures, our Letter of Credit 113 is hereby ectended to September 70, 1989, and reduced t.n ~!354,1!~p-110_ B:tcept as hereii: oxtonded and amended, the Letter of Cr.~dit shall remain in full force and effect- Our letter dated May 31, 1989, declaring our intention not to renew this Letter of Credit is hereby deemed null and voirl- Very truly yours, THE UDIION SAVINGS ANK Ed;aar~l J. ?C"r Vice Presia_nt F.JK/JO Coram/Houppauge/Huntington/Coke Grove/Patchogue/Rocky Point/Shirley/l-Uesthampton Beoch ~ a THE uN1oN lAVINGj t3ANK 6Q South Oceon Rvenue, Potchogue, New 4brk 1177Q (516) Q89-7500 IRREVOCABLE LETTER OF CREDIT NO. 119 March 20, 1987 Southold Town Planning Board Southold Town Hall P.O. Box 728 Southold, NY 11971 Gentlemen: By order of our client, Bayview Ventures, with its principal office located at 739 E. Main Street, Riverhead, N.Y., we hereby establish this Irrevocable Letter of Credit No. 119 in your favor for an amount up to but not exceeding the aggregate sum of $1,150,000., effective 'immediately. This Letter of Credit No. 119 expires one year from the date hereof. Funds under this Letter of Credit are available to you against your sight draft(s) signed by your authorized corporate officer, drawn on us bearing the clause "Drawn Under Credit No. 119" accompanied by a written statement signed by the Town Engineer and Town Attorney for the Town of Southold to read as follows: "This drawing has been caused by the default to complete performance by the required date, of work and related items required by the Plannin^, Board of the Town of Sou*_hold Resolution dated July 14, 1986, regarding the Map of Harbor View, Mattituck, N.Y. This Letter of Credit sets forth in full the terms of our under- taking and such undertaking shall not in any way be modified, amended or amplified by reference to any document or instrument referred to herein or in which this Letter of Credit relates and any such reference shall not be deemed to incorporate herein by reference any document or instrument. We hereby agree with the drawers, endorsers and bona fide holders of drafts drawn under and in compliance with the terms of credit _ that such drafts will be duly honored upon presentation to the drawee. Corom/Houppouge/Huntington/loke Grove/Potchogue/Rocky PoinVShirley/Shirley/UJesthompton Beoch r r Page 2 Except as otherwise expressly stated herein, this credit is subject to the Uniform Customs and Practice for Commercial Documentary Credits (1983 Revision) I.C.C. Publication No. 400. Very truly yours, UNION SAVINGS BANK ~ ' Authorized S' nature SIDNE B. BOWNE S SON Sidney e. Bowne, P.E., L.S. (1922-7959) (rln~uxarEe, Rolantl Antlers Chester C. Kelsey, P.E., L.S. Francis J. Lynch 4S Manor Road Phillip Schlotzhauer Robert A. Stanton P.E. q{-~~ ~°r Joseph F. Stegman Roberi W. Brown, LS Sn'llthtOWnr N.Y. ~ ~ 787 t t iI i ~ i i w i{ N. 1y/ i~ ~ William T. Styne Zabdiel A. Blackman, P.E., L.S. (S 18) TZ4'OS~ ~ i i ~ rr--~-.._ '~-~---Y/ ~ Richard B. Weber Frank J. Antetomaso, P.E. J t; it i 3 George A. Style, P.E. ~ F JUN ~tW i 21999 'j ± Jerry D. Almont, P.E. ~ >j' George L. Fagan, Jr., Ph. D., P.E. , Frank Capobianco, C.E. { Paul F. Stevens, P.E. $Ol1jNp[p jGVNN Roger L Cocchi, P.E. P~NNI~)~ BOHR~~ Thomas R. Pynchon, L.S. June 9, 1989 Mr. Bennett Orlowski, Jr., Chairman TOIv'N OF SOUTHOLD Planning Board 53095 Main Road Southold, New York 11971 Re: Site Inspection, Harbor View, Major Subdivision, Mattituck, Town of Southold, New York (SBB 87381) S.C.T.M.: 1000-115-17-17 Gentlemen: An inspection of this subdivision was conducted on 6/8/89. Present were Ray Dean and C. S. Heffernan of this office. The following list is the work which has been done and the percentage of completion to date, and the value in conjunction with the bond. VALUE OF ITEM BONDED AMT. % COMPLETED COMPLETED WORK Land Clearing $ 5,000 100 $ 5,000 Rough Grading 9,000 100 9,000 Fine Grading 10,000 100 10,000 * Surfacing: 250,000 Only Stone Base Installed - 80Y of $53,400 = 42,720 Curbs: 80,000 90 72,000 8' 30,600 90 27,540 4' 2,400 90 2,160 Manholes 6,000 90 5,400 Pipe 46,500 90 41,850 End Walls 300 100 300 Vertical Sand: Drains 27,600 90 Swale 144,000 90 12,960 S/1 MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER An E9u•I Opportunity Employer M/FM Mr. Bennett Orlowski, Jr.,~airman TOWN OF SOUTHOLD June 9, 1989 Page Two VALUE OF ITEM BONDED Ah1T. % COMPLETED COMPLETED WORK Water Supply System: $ $ (Pipe, hyrdrants, etc.) 70,400 95 66,880 * Pump House & Equipment 250,000 0 0.00 Bulkheading 800 0 0.00 Seeding 12,000 95 0.00 Trees 2,400 0 0.00 Signs 1,300 0 0.00 Monuments 2,500 O 0.00 Fire Wells 6,000 0 0.00 TOTAL = 5295,810.00 * No Asphalt Pavement Installed, only stone base. Pump House and Equipment not evaluated due to determination of acceptance by Water Authority. The total value of the work completed and the percent of accept- ability equals $295,810.00. Very truly yours, SIDNEY B. BOWNE & SON CONSU~L)TING ENGINEERS/~ (tel. u (.~/~/J A. BAR TON A P. . CSH:cIg xc: Ray Jacobs, Supt./Hwys. Ray Dean (SBB) ~,~FF4(~ C~~ m Town Hall, 53095 Main Road Ojy ~ P.O. Box 1179 Southold. New York 1 1971 TELEPHONE (516) 765-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 8, 1989 Anthony T. Conforti P.O. Box 149 Riverhead, NY 11901 RE: Harbor View Realty SCTM #1000-115-17-17 Dear Mr. Conforti: The following action was taken by the Southold Town Planning Board on Monday, June 5, 1989. RESOLVED that the Southold Town Planning Berard accept and request compliance with the engineer's report dated May 2, 1989. The Planning Board has requested that the Town Engineer firm conduct an inspection to review the items contained in the bond. The engineer firm will provide a list to the Planning Board, of the improvements which have been completed, and the improvements which must still be completed. _ Please note that written confirmation from the Health Department, stating that the water system is functioning must be submitted to this office. If you have any questions, please do not hesitate to contact this office. Very truly yours, ~Gr(/~t~~~ ~ . BENNETT ORLOWSRI,JR. CHAIRMAN . enc. ANTHONY T. CONFORTI ATTORNEY AT LAW ' JUN - § ~ ,N P. O. Sox 149 611 EAST MAIN STREET ' ~~5 _ ' ~ _ RIVERHEAD, NEW YORK 11901 (516) 72 ~-310~ FAX (516) X27-9136 June 2, 1989 Mr. Bennett Orlowski Chairman, Planning Board Town of Southold Town Hall Main Road Southold, New York 11971 Re: Map of Harbor View at Mattituck Dear Mr. Orlowski: Please consider this letter a formal request by the developers to reduce the bond and the security therefor to the sum of $200,000.00. Most of the work contemplated by the subdivision approval and engineer's report upon which the bond amount was based, has been completed, and there remains only the installation of the two asphalt layers on the roadway, as well as minimal grading and seeding. The water treatment and distribution facility has been completed and testing of the equipment in the presence of representatives of the Town, Health Department, Water Authority, DEC and other necessary governmental agencies is being coordinated by our consulting engineers, Henderson and Bodwell. Additionally, we have been advised by our contractor that the Highway Superintendent ilas suggested that the final coat of asphalt not be installed until Spring of 1990. We request that you favor us with a response to this request prior to June 16, so that we will have sufficient time to secure a replacement Letter of Credit from Union Savings Bank. Thank you for your attention to this matter. /"~YO~ur~s ~v~ery truly, -,t ANTHONY T. CONFORT /I ATC:bmc ~ ~ THE a UNION . lAVINGj . BANK 64 South Ckeon Avenue, Potchogue, New 4brk 11774 (516) P89-7500 ~y U;~w ~~n}~c~ CIS - ~7 May 31, 1989 Southold Toom Planning Board Southold Town Hall P. 0- Box 728 Southold, New York 11971 Gentlemen: This letter shall serve as notification that our Irrevocable Letter of Credit 119, which e}spires June 20, 1989, will not be further extended, and will be null and void as of that date. Very truly yours, THE UNION SAV S BANK Edward J r Vice Pr silent !JO Corom/Houppauge/Hunting[on/Coke Grove/Potchogue/Rock4 Point/Shirle4/UJes[homp[on Beoch ` l SIDIr~L~ B. BOWNE 8r SON Sidney B. BOWne, P.E., L.S. m ewe. Roland Andera (1922-1959) O ~O Roger L Cotthl Chester C Kelaey, P.E., L.S. 45 Manor ROfld Franeie J. Lyneh Alexandre W. Mercll, P.E. Philip Scnlotzneuer Ruben A. stanton, P.E. Smithtown, N.Y. 1 1787 Jweph F Stegmen Robes w. Brown, L.S. 516 724-0611 P°ul F st°°°"` Zabdiel A. BI•Ckman, P.E., L.S. ~ I William T. elyne RlLherE 8. WeEer George A. Syle, P.E. Jerry D. Almost, P.E. Gearge L Fagen, Jc, Ph.D., P.E. Frank Capobienco, C.E. I nn l5 1U` LS I) U ~ p, Thomas R. Pynchon, L.S. ~ 7 ~ i i MAY - 8 ~ May 4., 1989 L._.._~ a'~I i Mr. Bennett Orlowski, Jr., Chairman TOWN OF SOUTHOLD Planning Board 53095 Main Road Southold, New York 11971 Re: Site Inspection, Harbor View, Major Subdivision Mattituck, Town of Southold, New York. S.C.T.M. 1000-115-17-17 (SBB No. 87233) Gentlemen: A site inspection was conducted on 5/2/89. We find that a quantity of curb has been removed and replaced due to condition and/or grade, however, curb installation as well as roadway stabilization is incomplete due to house construction on the south side of the Willis Creek Drive cul-de-sac. The island within this cul-de-sac will also have to be regraded and reseeded since it is being utilized for storage of both construction equipment and material. The drainage area north of the cul-de-sac, on the east side of Willis Creek Drive has been piped and graded, as per plan. Very truly yours, SIDNEY B. BOWNE & SON CONSULTING ENGINEERS A. BGI.~ Qtl9..ryl ! CSH: cl g ~1'~ cc: R. Jacobs R. Uean MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER An Epu•1 OlM•rWniry Employer M/FM ~ t ! ? i M1, ~x Town Hall, 5309 Main Road y"~~~~'~a`.' P.O. Box 1179 ~ ~rI/ . Southold. New York 1 1971 TELEPHONE (516) 765-1938 - PLANNINGBOARD OFFICE TOWN OF SOUTHOLD February 22, 1989 Anthony T. Conforti P.O. Box. 149 Riverhead, NY 11901 RE: Harbor View Estates SCTM #1000-155-17-17 Dear Mr. Conforti: Enclosed please find. a copy of the Resolution of the Town Board, dated February 7, 1989, accepting the letter of credit for the above mentioned subdivision. If you have any questions, please do not hesitate to contact this office. Very truly yours, f-; e~ ~ ~f - CHAIRMAN enc. jt - r ~,~;~rl~~~'r ,a i, ~ ~ - ~,7{~ ~ ~ + ~ y ~yrX-' Town Hall, 53095 Main Road ;Y P.O. Box 1179 _ s~ Southold. New York 1 1971 TELEPHONE (516) 7651938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Ray Jacobs, Superintendent of Highways A. Barton Cass, P.~., From: Bennett Orlowski,Jr., Chairman RE: Harbor View, Mattituck - SCTM #1000-115-17-17 (SBB # 87381) Date: February 9, 1989 A. Barton Cass's letter of January 26, 1989 has been reviewed by the Planning Board. There is concern about the need for the proposed tree and hedge clearing, the additional asphalt paving and the placement of a median on Hall's Creek Road. The Board will be conducting afield inspection of the premises; after which it wishes to discuss the proposed changes prior to any work being done or authorized. Upon receipt of Mr. Tew's grading plans, please send a copy to the Board, ast,,pll, for review and discussion. cc: Harry Tew, General Contractor Paul Corrizini, Corrizini & Son Paving Ray Dean C.S. Heffernan Robert W. Brown ' VS/jt _ _ ~ y r~ FEB ~ 41989 I: ~c~~EfOUf~O~ ~~u~ $UiiTHUI_D TCI'a'PJ ~ PLACJtiIPJH(?i+l?D ~ ~ ~ Town Hall, 53095 Main Road y0~`_ P.O- Box 1179 "'~(/1 ~ Southold, New York 11971 JUDITH T. TERRY FAX (516) 765-1823 TOWN CLERK TELEPHONE (516) 765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON FEBRUARY 7, 1989: RESOLVED that the Town Board of the Town of Southold hereby accepts the extended Letter of Credit No. 119, in the amount of $1,150,000.00, to June 20, 1989, from Bayview Ventures for their major subdivision Harbor View, all in accordance with the recommendation of the Southold Town Planning Board. Judith T~ erry Southold Town Clerk February 9, 1989 A~~~r~u~ 0~0 - - - Ffi' ~ Town Hali. 53095 Main Road pa, ~ .r P.O. Box 1179 ~`~Q/ ~ Southold. New York 11971 ~ k " TELEPHONE (516) 765-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Ray Jacobs, Superintendent of Highways A. Barton Cass, P.B., From: Bennett Orlowski,Jr., Chairman RE: Harbor View, Mattituck - SCTM #1000-11~-17-17 (SBB # 87381) Date: February 9, 1989 A. Barton Cass's letter of January 26, 1989 has been reviewed by the Planning Board. There is concern about the need for the proposed tree and hedge clearing, the additional asphalt paving and the placement of a median on Hall's Creek Road. The Board will be conducting afield inspection of the premises; after which it wishes to discuss the proposed changes prior to any work being done or authorized. Upon receipt of Mr. Tew's grading plans, please send a copy to the Board, as ell, for review and discussion. cc: Harry Tew, General Contractor Paul Corrizini, Corrizini & Son Paving - Ray Dean C.S. Heffernan Robert W. Brown VS/jt G~O~VC~L'~,1'n~l V ~ v_ ` Town Hall, 53095 Main Road ' `+t- P.O.Box 1179 ~ >~~p0 Southold. New York 1 1971 - 7ELEPHONE (516) 765-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February b, 1989 Judith Terry Town Clerk Southold, NY 11971 RE: Harbor View Realty SCTM #1000-115-17-17 Dear Mrs. Terry: The following action was taken by the Southold Town Planning Board on Monday, February 6, 1989. RESOLVED that the Southold Town Planning Board recommend to the Town Board to accept the extended letter of credit, dated December 20, 1988 and received by this office on January 21, 1989. If you have any questions, please do not hesitate to contact this office. / V~ruly yours i IIENNETT ORLOWSKI,JR. CHAIRMAN Anthony Conforti jt ~l ~ SIDNEY B. BOWNE & SON SiOney B. Bowne, P.E., L.S. ~~,~~~~j f' Rolena Anaera )1928-1959) r- t 1 t i ~ I Roger L Coccni Chester C Kebey, P.E., L.S. I~ it Francis J. Lynch 45 Manor Road Phlll Scnlotzneuer Alexandre W. Mercll, P.E. s P Robert A. Stanton, P.E. .SIn11htOWnr N.Y. 11787 ` . Joseph F. Stegman Paul R Stevens Robert w. Brown. L.S. (516) 724-0611 " ~ 3 ~ 989 wnnam T. srvne Zabaiel A. Blackman, P.E., L.S. ;~I~)~4,A ~ Ricnara B. WeOer George A. SIYIe, P.E. ~ Jerry D. Almont P.E. ~ SCu George L. Fagan, Jr., Ph.D., P.E. {'~~°„P.--~- Frank Capobianco, C.E. Thom as R. Pynchon, L.S. January 25, 1989 Mr. Bennett Orlowski, Jr., Chairman TOWN OF SOUTHOLD Planning Board 53095 Main Road Southold, New York 11971 Re: Site Inspection, Harbor View, Major Subdivision Mattituck, Town of Southold, New York. S.C.T.M. 1000-115-17-17 (SBB No. 87381) Gentlemen: A meeting was held on 1/25/89 in relation to the items referred to in our letter of 12/29/88. In attendance were Mr. Ray Jacobs, Supt, of Highways, and Mr. Chuck King, Deputy Highway Supt. of the Town of Southold; Mr. Harry Tew, General Contractor; Mr. Paul Corrizini, Corrizini & Son Paving, and Mr. Ray Dean and C.S. Heffernan of this office. The primary disucssion related to the intersection of Hall Creek Road and New Suffolk Avenue concerning sight distance to assure vehicular safety, grading at the point of interception at New Suffolk Avenue, and the anticipated rainwater runoff along the south flow line of New Suffolk Avenue. The resolution of this meeting was as follows: 1) Hedge and tree clearing on west side of Hall's Creek Road on south side of New Suffolk Avenue to provide adequate site distance for vehicular traffic. 2) Additional asphalt paving along the south shoulder area on New Suffolk Avenue, west of Hall's Creek Road, to benefit vehicular ingress to this subdivision. 3) Installation of two (2) leaching basins along the flow line on the south side of New Suffolk Avenue, east of Hall's Creek Road. Mr. Tew, General Contractor, will also install a pipe stub for future leaching capacities if warranted. MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER An EQU•I Opponunlry Employer WFM Mr. Bennett Orlowski, Jr. hairman TOWN OF SOUTHOLD PLANNING OARD January 26, 1989 Page Two 4) Mr. Harry Tew will provide a grading scheme for review in relation to the intersection of New Suffolk Avenue. Our observations indicate that a substantial section of the pavement on New Suffolk Avenue will be affected. 5) Inconsistent curb grades will be corrected as welt as alt damaged sections replaced. Mr. Ray Dean and Mr. C.S. Heffernan of this office discussed the contingency of the installation of a median island at the intersection of New Suffolk Avenue and Hall's Creek Road with Valerie Scopaz and Melissa Spiro of the Planning Department. This installation could conceptionally both control and restrict vehicular ingress and egress to this subdivision. This concept will be reviewed and a recommendation made upon receipt of the grading scheme by Mr. Tew. Very truly yours, SIDNEY B. BOWNE & SON CONSULTING ENGINEERS Q.%~~A~ ~R.. A. B R N C SS, P.E. CSH:cIg cc: R. Jacobs, Supt. of Highways R. Dean (SBB) ~or SID~EY B. BOWNE 8 SON ur SItlnO B. Spwna, P.E., L.S. (~__,_,/~y~_~ t: Roland Anders y (1922-1958) I ~ ~ Roger L Coetni Cheater C Kelsey, P.E., L.S. 45 MflnOr ROfld ' ~ Francis J. Lynen Alexantlre W. Mercil, P.E. ~ ! Philip $LMOhhauar Robert A. Stanton. P.E. $rt111h~OW11, M.Y. 11 767 ' Joseph P. Btepman Robert W. Brawn, L.S. Paul F. Stevens zabtliel A. etaekman, P.E.. Ls. (516) 724'0611 wnifam r. styne .d ._t i Richard B. Weber George A. SIYIe• P.E. ~ ~ ~ .~~i-~ Jerry D. AImoM, P.E. _t y ` George L. Fagan, Jr., Ph.D., P.E. Frank Capobianco, C.E. rhomaa R. Pyncnon, L.s. January 26, 1989 , Mr. Bennett Orlowski, Jr., Chairman ii1J1~ I TOWN OF SOUTHOLD U~.~1"JY~" ~ j Planning Board p 53095 Main Road ` P Southold, New York 11971 Re: Site Inspection, Harbor View, Major Subdivision Mattituck, Town of Southold, New York, S.C.T.M. 1000-115-17-17 (SBB No. 87381) Gentlemen: A meeting was held on 1/25/89 in relation to the items referred to in our letter of 12/29188. In attendance were Mr. Ray Jacobs, Supt, of Highways, and Mr. Chuck King, Deputy Highway Supt, of the Town of Southold; Mr, Harry Tew, General Contractor; Mr. Paul Corrizini, Corrizini & Son Paving, and Mr. Ray Dean and C.S. Heffernan of this office, The primary disucssion related to the intersection of Hall Creek Road and New Suffolk Avenue concerning sight distance to assure vehicular safety, grading at the point of interception at New Suffolk Avenue, and the anticipated rainwater runoff along the south flow line of New Suffolk Avenue. The resolution of this meeting was as follows: 1) Hedge and tree clearing on west side of Hall's Creek Road on south side of New Suffolk Avenue to provide adequate site distance for vehicular traffic. 2) Additional asphalt paving along the south shoulder area on New Suffolk Avenue, west of Hall's Creek Road, to benefit vehicular ingress to this subdivision. 3) Installation of two (2) leaching basins along the flow line on the south side of New Suffolk Avenue, east of Hall's Creek Road. Mr, Tew, General Contractor, will also install a pipe stub for future leaching capacities if warranted, . ~'l'v" MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER An Eeuat Opportunity Employer M/FM t1r. Bennett owski, Jr., Chairman TOWN OF SOU LD PLANNING BOARD January 26, 1989 Page Two 4) Mr. Harry Tew will provide a grading scheme for review in relation to the intersection of New Suffolk Avenue. Our observations indicate that a substantial section of the pavement on New Suffolk Avenue will be affected. 5) Inconsistent curb grades will be corrected as well as all damaged sections replaced. Mr. Ray Dean and tor. C.S. Heffernan of this office discussed the contingency of the installation of a median island at the intersection of New Suffolk Avenue and Hall's Creek Road with Valerie Scopaz and Melissa Spiro of the Planning Department. This installation could conceptionally both control and restrict vehicular ingress and egress to this subdivision. This concept will be reviewed and a recommendation made upon receipt of the grading scheme by t1r. Tew. Very truly yours, SIDNEY B. B041NE & SON CONSULTING ENGINEERS a ~ A. B R N C SS, P.F.. CSH:cIg cc: R. Jacobs, Supt. of Highways R. Dean (SBB) i~~ ~~'D / l~" ~ / ~ ~6 . P ~ , • ,~w t ANTHONY T. GONFORTI '0 ATTORNEY AT LAW ~ I' ~i i I P. O. BOx 149 L ?!~'I 611 EAST MAIN STREET ( RIVERHEAD, NEW YORE 11901 ~ ' wsi5) ~z~-sio~ PLS°.t ~ S v .i0 FAX (516) 727-8138 January 24, 1989 Southold Town Planning Board Southold Town Hall P.O. Box 728 Southold, N.Y. 11971 Gentlemen: Enclosed please find Amendment to Irrevocable Letter of Credit No. 119 from Union Savings Bank with respect to Bayview Ventures. Very truly yours, T~~~ , ~ ANTHONY CONFORTI ~~e ATC:bmc Enc. 7 ~ 1 ~Ca. Q~ . 4>, ~ c~ T C. i ~ . THE UNION IAVINGl BANK 64 South Ocean Rvenue, Patchogue, New York 11774 (516) 489-7500 ®L1E,r1D1~I4T ~Q IFRF,VC;CAB~J~.ET_'rF~ 9~ S~Ec .rE_iTT t`IC2a Z1~ liecember 2t:), 1988 Southcld Town Planning Board Southold 'T'own Hall P. O. 3os 7~3 Southold, New York 11971 Cdentlemen: By order of our client, 3ayview Ventures, with ;.ts principal o££ice located at 739 F.a~t Main Street, Riverhead, New `fork, we hereby extend this Irrevor_abl.e Letter of (`relit [do. li9 to Jun~_ ^_0, 1'389. Except as herein e:rte.nded, the setter ~;f Credit sha]_t remain in fu11 Force and. eff.~ct. Flease at~ach +,his Amendment litter tn_ the ori_r?:i.nal Letter of Credit. VYrV t,r~.:.ly yours, ~'llFs UNION t;,AVSNtyS BANk ~~--~1 ~.ti Cti0 r•1~ed ,`rl. tl.3T'9 ;JO Carom/Houppouge/Huntington/lake Grove/Potchogue/Rocky Point/Shirle4/UJesthomp[on Beach ~'~~~~s'~~ ~ n~C~Gs a i Town Hall, 53095 Main Road ' ~ ~ P.O. Box 1179 ~~i ~ ` Southold, New York 11971 ~~1 i~~ n TELEPHONE (516) 765-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 11, 1989 Anthony T. Conforti P.O. Box 149 Riverhead, NY 11901 RE: Harbor View SCTM #1000-115-17-17 Dear Mr. Conforti: The following action was taken by the Southold Town Planning Board on Monday, January 9, 1989. RESOLVED that the Southold Town Planning Board accept and request compliance with the engineer's report dated December 29, 1988. If you have any questions, please do not hesitate to contact this office. Very truly yours, BENNETT ORLOWSKI,JR. CHAIRMAN jt SIDhI'EY B. BOWNE 8 SON Sidney B. Bowne, P E., L.S. C~ ~~~y, Roland Anders (1922-1959) O ~ ~ Roger L Cocenl 4 J C Francis J. Lynch Chester C Kals•y, P E., LS. 4~J MaflOf ROad i t 6~°--- phillp Schlorzhsuer Alexantlre W. Marcil, P.E. Robert A. Stanton, P.E. $R111~1tOWnr N.Y. 11787 ' Joseph F. Sregman Robert W. Brown, L.S. ~ DEC 3 0 ~ Paul F. Stevens Zabdiel A. Blackman, P.E., L.S. (516) 724'0611 William r. Sryne Richartl B. Wener George A. Style, P.E. Jerry D. Almont, P.E. $DUTHDLD TOWN George L Fagan, Jr., Pn.D., P.E. PLANNING BOARD Frank Capobianco, C.E. Thomas R. Pynchon, L.S. December l9, 1988 Mr. Bennett Orlowski, Jr., ~11a9rTnan TOWN OF SOUTHOLD Planning Board 53095 Main Road Southold, New York 11971 Re: Site Inspection, Harbor View, Major Subdivision, Mattituck, Town of Southold, New York (SBB 87381) S.C.T.M.: 1000-115-17-17 Gentlemen: An inspection of the subject subdivision was conducted on 12/28/88 and we find that the base material (recycled concrete) is being installed. The curb grades seem to be inconsistent, some areas appear low and others high. We recommend that the installation of the base asphalt course be suspended until an in-depth inspection utilizing survey equipment be made to ascertain the integrity of the curb grades. We again call your attention to our recommendation for a review of the proposed grading of the intersection of Hall's Creek Road and New Suffolk Avenue. Very truly yours, SIDNEY B. BOWNE & SON CONS~~UyyLTIN77G EPIGINEE[LS A. BARDDN CASS, P.E. CSH:clg xc: Ray Jacobs, Supt./Hwys. Ray Dean (SBB) MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER An Equal Opportunity Employx M/FM SIDNE B. BOWNE 8 SON Sidney B. Bowne, P.E., L.S. C~__,,,/Arm. Anders (192&1959) L5 IVi (y' V ~Y cneater c Kelaey. P.E.. Ls. 45 Manor Road D wncn Alexandre W. Merril, P.E. cnlorzneuer Robert A. Stanton, P.E. .Sn111htOWnr N.Y. 11787 F. Stegman Robert W. Brown, Ls. (516) 724-0611 2 ~ Stevens illi T. Styne Zabdiel A. Blackman, P.E., L.S. a B. Weber George A. style, P.E. SOUTHOLD TOWN Berry D. A~mont, P.E. PLANNING BOARD George L. Fagan, Jr., Ph.D., P.E. Frank Capobianco, C.E. rnomaa R. Pynohon. L.s. December 8, 1988 Mr. Bennett Orlowski, Jr „ Chairman TOWN OF SOUTHOLD Planning Board 53095 Main Road Southold, New York 11971 Re: Site Inspection, Harbor View, Major Subdivision, Mattituck, Town of Southold, New York (SBB 87381) S.C.T.M.: 1000-115-17-17 Gentlemen: An inspection of this site was conducted on this subdivision regarding a reduction in the bond, on 12/7/88. We find that approximately $331,000 or 30% of the work outlined on the bond estimate has been addressed at this time. However, we feel that the roadway paving should be completed as soon as possible. The entrances at Hall's Creek Drive and Meadow Beach Lane and New Suffolk Avenue represent an eminently dangerous condition due to both the non-paved, unstable surface and the differences in grade at those locations. We also recommend that the intersection of Hall's Creek Drive and New Suffolk Avenue be reviewed to provide a safe, uniform entrance and egress. Very truly yours, SIDNEY B. BOWNE & SON CONSULTING ENGINEERS A. BARYON CASS, P.E. CSH:cIg xc: Ray Jacobs, Supt./Hwys. Ray Dean (SBB) MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER An Epu.l Opportanlry Employer M/FM • ~Q~~cF~JLI~co- o m Town Hall, 53095 Main Road ~ ~ ~ P.O. Box 1 179 Southold, New York 11971 ~~nl :-"=~t TELEPHONE (516) 765-1938 ' PLANNING BOARD OFFICE TOWN OF SOUTHOLD IJec.- ~ ~ Ige8 Robert Brown Sidney Bowne & Sun 45 Manor Road Smithtown, tJY 11787 _ Dear Mr. Brown: Pursuant to your agreement with the Town of Southold, the Southold Town Planning Board hereby refers the following: Ap lication of Major subdivision, minor subdivision, site plan) Ilie~.i r ~ nn~ Hamlet /yln-~'{-~'~y~ ' Nu1TERlAL SUBMITTED: File lk Suffolk County Tax Map No. LOGO - t!S - 17' / Z _ Sketch plan Preliminary map Street Profiles Grading Plan _ Preliminary site plan Final Map Other Comments: o~, .u./~~ 1 ~ " ~p _C K~r1CJ1~~l~!'1 V ta~urs,~e~ BE NET ORLOWSI;I, JR.,CHAIR~fANL~ SOUTHOLD TOWN PLANNING B6deZD ' i~ X41 .~'w ,•a`p ~ „ti} 'i`i ~J..~ ~ ~ t Town Hall, 53095 Main Road - ,,>;r v P.O. Box 1179 ^r~'~- SOY Southold, New York 1 1971 ,,1 TELEPHONE (516) 765 1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 4, 1988 Anthony T. Conforti P.O. Box 149 Riverhead, NY 11901 RE: Harbor View SCTM $1000-115-17-17 Dear Mr. Conforti: Enclosed please see the Engineer's site inspection report dated October 24, 1988. The Planning Board requests compliance with this report. If you have any questions, please do not hesitate to contact this office. Very truly yours, .f, / , , ''~'k _ "gENNETT ORLOWSKI,JR. CHAIRMAN enc. MS/jt SIDNE B. BOWNE $ SON Sidney B. Bowne, P.E., L.S. ~ ON Boland Antlers (1922-1959) - Roger L Cocchl Chester C Kelsey, P.E., L.S. 45 M8110f ROad Francis J. Lynch Alexantlre W. Mercil, P.F. ~ Philip Scnlotzneuer Robert A. Stanton, P.E. smiiniOWn, N.Y. 11787 ~ ~ Joseph F. Stegmen Robert W. Brown, L.S. 516 72406,1 1 f l Paul F. Stevens Zabdiel A. Blackman, P.E., L.S. ( ~ A ' I' OV I ~T, / William T. 51yne C • Richartl B. Weber George A. Style, P.E. ~ ~ ~ Jerry D. Almont, P.E. George L. Fagan, Jr., Ph.D., P.E. ~ ~ Frank Capobianco, C.E. R~ Thomas R. Pynchon, L.S. October 24, 1987 Mr. Bennett Orlowski, Jr., Chairman TOWN OF SOUTHOLD Planning Board 53095 Main Road Southold, New York 11971 Re: Site Inspection, Harbor View, Major Subdivision Matti tuck, Town of Southold, New York. S.C.T.M. 1000-115 -17 -17 (SBB No. 87233) Gentlemen: An inspection of this subdivision was conducted on 10/20/88. We find that the landscaping has been initiated. The hydrants which were in the roadway have been relocated behind the curb and the curb cocks have been installed and are satisfactory. Very truly yours, SIDNEY B. BOWNE & SON CONSULTING ENGINEERS A. BAR 0 CASS, P.E. ABC:C1g xc: Ray Jacobs, Supt./Hwys. Ray Dean (SB61 MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER An E.UeI ODPOrtuniry EmDlOyer M/FM SIDNEY B. BOWNE 8 SON Rolane Aneere Sidney B. Bowne, P.E., L.S. ~j, ...,.../A:.... f°j Frank Capobienco (1922-1959) ~ ~ LS ~ V Chester C Kelsey, P.E.. L.S. 45 Manor Road D Roger L Cacchi Alexanthe W. Mercil, P.E. ~ Francis J. Lynch Robert A. Stanton, P.E. $nl~thtOWnr N.Y. 11787 Philip Schlotzhauer Robert W. Blown, L.S. Joseph F. Steg man zabtliel A. Blackman, P.E., L.S. (516) 724-0611 / SEP 2 3 Paul F. Stevens ? William T. Siyne Richare B. Weber George A. Style. P.E. Jerry D. Almont, P.E. $Q~TH~~p AWN George L. Fagan, Jr., Ph.D., P.E. PLANNING BQAR~ Thomas R. Pynchon, L.S. September 19, 1988 Mr. Bennett Orlowski, Jr., Chairman TOWN OF SOUTHOLD Planning Board 53095 Main Road Southold, New York 11971 Re: Site Inspection, Harbor View, Major Subdivision, Mattituck, Town of Southold, New York (SBB 87233) S.C.T.M.: 1000-115-17-17 Gentlemen: An inspection of this site was conducted on 9/16/88. We find that curb is substantially completed, and the roadways have been rough graded. Our visual inspection indicates that the curb in some areas appears to be low. These areas in question will be checked with survey equipment at the time of our next inspection. Very truly yours, SIDNEY B. BOWNE & SON CONSULT G ENGINEERS R BERT A. STANTON, P.E. CSH:cIg xc: Ray Jacobs, Supt./Hwys. Ray Dean (SBB) MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER An Epual ODportuniy Employer M/FM s r~ - € -a'°"t^,a~... ".aex _ . .v +^_ww,;~".a_-*~.a"'~ -mob Mel ,~T~___ ~ay ~-YAdv-- - . _ - - , ~~.~e~ you~na~- _ ~j' ~ ~ 1-- _ - _ - l''i i., _ - - i HENDERSON AND BODWELL 1~~~n 0~ ~I° 120 Express Street PLAINVIEW, NEW YORK 11803 DATE p JOB NO. ` 1,, / C. \ ~ 8 V ~ V VK (516) 935-8870 ATTENTION 6\,\ssq SQIQ.f+ RE: TO ~ M~~\ss1 jP\9.a A V\b"W ~JE a'CJ~S low? of s e~~\-~ 5 3 095 M~\~* CLoPO Scv-c~w~o N .Y . U °1'l ~ I WE ARE SENDING YOU ? Attached ? Under separate cover via the following items: ? Shop drawings ? Prints ? Plans ? Samples ? Specifications ? Copy of letter ? Change order ? COPIES DATE NO. DESCRIPr10N 3 EA • ~ `KATC'YL S UPP ~y FPG\,\T\8 S SN~S'6TS - THESE ARE TRANSMITTED as checked below: ? For approval ? Approved as submitted ? Resubmit espies for approval For your use ? Approved as noted ? Submit copies for distribution - ~ As requested ? Returned for corrections ? Return corrected prints ? For review and comment ? ? FOR BIDS DUE 19 ? PRINTS RETURNED AFTER LOAN TO US REMARKS 7 COPY TO SIGNED: vnnT:wa ®IR:.6abR Ya mai. I/ a~rclosuro~ an not as notstl, kindly notl/y us st once. SIDNE~B. BOWNE S SON Sidney B. Bowne, P.E., L.S. ~j Roland antlers (1922-1959) ~ ~ ~ ~ O R p Frank Cepobianco Chester C Kelsey, P.E., L.S. 4rJ NAanor R08d 6 u {5 j Roger L. Cocchi Alexandre W. Mercil, P.E. r Francis J. Lynch Robert A. Stanton, P.E. $ITIIt~1tOWflr N.X. 11787 y~ ~ ~ ~ Philip Schlotxhauer Robert W. Brown, L.S. 51 6 724'081 1 I ~ j ~ f ! J°seph F. Stegman Zabtliel A. Blackman, P.E., L.S. ( ~ ~ j Paul F. Stevens William T. Styne George A. Style, P.E. Richard B. Weber Jerry D. Almont, P.E. ~~TMO~~ TOWN George L. Fagan, Jr., Ph.D., P.E. PLANN{N6 BOARD Thomas R. Pynchon, L.S. August 1, 1988 Mr. Bennett Orlowski, Jr., Chairman TOWN OF SOUTHOLD Planning Board 53095 Main Road Southold, New York 11971 Re: Site Inspection, Harbor View, Major Subdivision, Mattituck, Town of Southold, New York (SBB 87233) S.C.T.M.: 1000-115-17-17 Gentlemen: An inspection of this site was conducted on 7/29/88. We find that curb construction is proceeding satisfactorily. The cul-de-sac on Willis Creek Drive is being graded and compacted and the leaching area on Willis Creek Drive has been excavated and graded. Very truly yours, SIDNEY B. BOWNE & SON CONSULTING ENGIN%'EERS ~t/ UPTiG~riG._ ROBERT A. S ANTON, P.E. CSH:cIg xc: Ray Jacobs, Supt./Hwys. Ray Dean (SBB) 1S SIDNEY B. BOWNE 8 SON ~ Sidney B. Bowne, P.E., L.S. C~_-,,,/~;,,,. ~p~~~, Rolene Anders (1922-1959) Frank Capobienco Roger L Cocchi Chester C Kelsey, P.E., L.S. 45 Manor R08d RECEIVED BY Francis J. Lyncn Alexandre W. Mercil, P.E. I Philip SCnlotzneuer Robert A. Stanton, P.E. SRl~tfltOcWnr N.Y. 11787 SCUIUGLD 10NN PLANNING BDARD epn F. Slag man Robert W. Brown, L.S. (516) 724'Q611 I1 ~ ~ ^ Paul F. Stevens Zabdiel A. Blackman, P.E., L.S. J u ` 198X , VV William T. Styne George A. Style, P.E. ~'JA ~ ~ Richard B. Weber Jerry D. Almont, P.E. George L. Fagan, Jr., Ph.D., P.E. Thomas R. Pynchon, L.S. July 1, 1988 Mr. Bennett Orlowski, Jr., Chairman TOWN OF SOUTHOLD Planning Board 53095 Main Road Southold, New York 11971 Re: Harbor View, Major Subdivision, Mattituck, Town of Southold, New York (SBB 87233) S.C.T.M.: 1000-115-17-17 Gentlemen: An inspection of this site was conducted on 6/30/88. We found that the curb had been staked out and curb construction started. However, the grades on the east side of Meadow Beach Lane, south of Hall's Creek Drive had not been set to the correct elevation. We suggested that the curb contractor relocate his operation until this area is restaked to the correct elevations. Very truly yours, SIDNEY B. BOWNE & SON CONSUL NG ENGINEERS ~U 4uw /1.- . . CSH:cIg xc: Ray Jacobs, Supt./Hwys. Ray Dean (SBB) MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER An Equal Opportunlly Employer M/FM i__ • . APPLICATI:1 FOR PUBLIC ACCESS TO RECORDS TOWN OF SOUTHOLD SECTION I. TO BE COMPLETED BY APPLICANT INSTRUCTIONS TO APPLICANT: Please complete Section I of this form. Give the form to the agency Freedan of Information Officer. The Freedom of Information Officer will return one copy to you as a response to your request, or as an interim response. T0: FREEDOPa OF INFOR?9ATION OFFICER AGENCY NAME: AGENCY ADDRESS: I HEREBY APPLY TO INSPECT THE FOLLOWING RECORD (Please describe the record sought. If possible, supply a date, a file title and number, and any other informa- tion that will help locate the record desired): , ~.~.-60.~ v, ~ su del f, ~P~~,.,.~,~ Si ature o Applicant and Printed Name: Applicant Represents: fY!{50,~~-- y Applicant's Mailing Address: /Y~fs©~~-, ~~`!f ~{o 'S~/f~/ ~Sp~y~~Oly 'y' Date of Application: ~ SECTION II. FOR USE BY AGENCY FREEDOM OF INFORMATION OFFICER ONLY [ ] Approved [ ] Denied: (for the reason(s) checked below) [ ] Confidential Disclosure [ ] Part of investigatory Files [ ] Unwarranted Invasion of Privacy [ ] Record of Which This Agency is Legal Custodian Cannot be Found [ ] Record is Not Maintained by This Agency [ ] Exempted by Statute Other Than the Freedom of Information Act [ ] Other (specify): [ ] Receipt of this request is acknowledged, There will be a delay in supplying the requested record until for the following reason: Signature: Title: Date: Freedom of Information Officer SECTION III. NOTICE TO APPLICANT YOU HAVE A RIGI{T TO APPEAL A DENIAL OF THIS APPLICA;PION IN 1VRITING WITH- IN 30 DAYS OF THE DENIAL. INFORIIAT-ION AS TO TIIE PFc~`SON TO CONTACT IS SHO{VN BELO{Y. TIIE CONTACTED PERSON nIUST RESPOND TO YOU IN WRITING WITHIN SEVEN BUSINESS DAYS OF RECEIPT OF YOUR APPEAL. Name: Southold Town Board Business Address: 53095 Blain Road Telephone: Southold, New York 51G-7G5-1S00 SIDNEY B. BOWNE ~ SON Sitlney B. BOWne, P.E., L.S. ~^_.,./'r^ ~ Rolantl Antlers (1922-1959) w~'"~~ Frank Capobienco Chester G Kelsey, P.E., L.S. 45 ManO(R03f1 Roger L. Cocchi Alexantlre W. Mercil, P.E. Francis J. Lynch Robert A. Stanton, P.E. Smii:ilcOWnr N.Y. ~ ~ 7.87 ~Pnilip Schlotzhauer Robert W. Brown, L.S. J~ 8 724-081 ~ RECEIVED BY' Joseph F. Stegman Zabtliel A. Blackman, P.E., L.S. ~ ~ Paul F. Stevens SOUTNOLD T01'~N PLANNING BOARD WilliamT Styne George A. Style, P.E. ichartl B. Weber Jerry D. Almont, P.E. ~n n ~ ']~O~ - George L. Fagan, Jr., Ph.D., P.E. 'r'fj ,i I o LATE Thomas R. Pynchon, L.S. May 23, 1988 Mr. Bennett Orlowski, Jr., Chairman TOWN OF SOUTHOLD Planning Board 53095 Main Road Southold, New York 11971 Re: Harbor View, Major Subdivision, Mattituck, Town of Southold, N.Y. SC TM: 1000-115-17-17 (SBB N0. 87233) Gentlemen: An inspection was conducted at this site on 5/20/88 by this office. We find that fill is being placed on Meadow Beach Lane. Mr. Raymond Dean of this office will request a revised grading plan for Meadow Beach Lane during his site inspection this week. Very truly yours, SIDNEY B. BUWNE & SON CONSULTING ENGINEERS !4f~~.. ~ OBERT A. STANTON, P.E. CSH:cIg xc: Ray Jacobs, Supt./Hwys. Ray Dean (SBB) MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER An Eoual Opponuniry Employer M/FM i ~ SIDNEY B. BOWNE ~ SON Sitlney B. Bowne, P.E., L.S. ~p p, Roland Anders (1922-1959) T'yO~~~~O Frank Cepobianco Chester C Kelsey, P.E., L.S. (Y~ ~5 Roger L. Coccni Alexandre W. Mercil, P.E. 45 Manor Road D ~5 6 LS O l'J LS Francis J. Lynch Robert A. Stanton, P.E. .SRlithtOWn, N.Y. 1178 Rnilip Scnlotznauer Robert W. Brown, L.S. Joseph F. Stegman Zabtliel A. Blackman, P.E.. L.S. (51 6~ 724-0611 q Z If100 aaw F. Stevens MA• L 1~ William T. Styne George A. Style, P.E. Richard e. Weber Jerry D. Almont, P.E. George L. Fagan, Jr., Ph.D., P.E. Thomas R. Pynchon, L.S. July 2U, 1988 Mr. Bennett Orlowski, Jr., Chairman TOWN OF SUUTHOLD Planning Board 53095 Main Road Southold, New York 11971 Re: Site Inspection, Harbor View, Major Subdivision, Mattituck, Town of Southold, New York (SBB 87233) S.C.T.M,: 1000-115-17-17 Gentlemen: An inspection of this site was performed on 7/19/88 and we find that curb construction is continuing on the roads perpendicular to Meadow Beach Lane in an acceptable manner. Fi 11 is being placed on the cul-de-sac on Willis Creek Drive and the drainage area adjacent to Lot # 17, on Willis Creek Drive is being cleared. Very truly yours, SIDNEY B. BOWNE & SON CONSULT G ENGINEERS ~ ROBER A. STAN TON, P.E. CSH:cIg xc: Ray Jacobs, Supt./Hwys, Ray Dean (SBB) MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER An Equal Opportunly Employer M/FM SIDNEY B. BOWNE & SON Sidney B. Bowne, P.E., L.S. ~~y~ lend Angers (1922-1959) nk Capobienco Chester C Kelsey, P.E., L.S. 4S Mayor ROfld D ger L. Coccni Alexandre W. Mercil, P.E. cis J. Lynch Robert A. Stanton, P.E. SfTllthtOWnr N.Y. 11787 ilip $chlotiheuer Robert W. Brown, L.S. 518 724-0811 c seph F. Stegman Zabtliel A. Blackman, P.E., L.S. ~ ~ ~ 5 ui F. Stevens it liem T. Styne George A. Style, P.E. chard e. Weber Jerry D. Almont, P.E. George L. Fagan, Jr., Ph.D., P.E. JS Thomas R. Pynchon, L.S. o July 11, 1988 Mr. Bennett Orlowski, Jr., Chairman TOWN OF SOUTHOLD Planning Board 53095 Main Road Southold, New York 11971 Re: Harbor View, Major Subdivision, Mattituck, Town of Southold, N.Y. SCTM: 1000-115-17-17 (SBB N0. 87233) Gentlemen: On 7/8/88, a site inspection of this subdivision was conducted. We find that curb construction has begun on Hall's Creek Drive and the roadway sections are being rough graded, as required. We reviewed with the subcontractor, the road width change from 28'-0" to 26'-0" at the P.C. station locations on Hall's Creek Drive, Pasture Lane and Willis Creek Drive. We will monitor the installation of the header curb as conditions warrant. Very truly yours, SIDNEY B. BOWNE & SON CONSU NG ENGINEERS G~ R ERT A. N N, P. . CSH:cIg xc: Ray Jacobs, Supt./Hwys. Ray Dean (SBB) MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER An Equal Opportunlry Employer M/FM i SU~,~a~C P I T O' D ~ ~ SL ~ Y Southold, N.Y. 11971 (516) 765-1938 Robert Brown Sidney and Bowne and Son Hauppague, NY 11787 Dear Mr. Brown: Pursuant to your agreement with the Town of Southold, the Southold Town Planning Board hereby refers the following: Application of (Major subdivision, minor subdivision, site plan) Harbor View Hamlet Mattituck MATERIAL SUBMITTED: File li - Suffolk County Tax Map No. 1000-115-17-17 Sketch plan Preliminary map Street Profiles Grading Plan _ Preliminary site plan . Final Map Other Please review the road construction on this subdivision. Comments: Very truly yours, BENNETT ORLOWSKI, JR.,CHAIRMAN - . - - SOUTHOLD TOWN PLANNING BOARD ~ ! SIDNEY B. BOWNE S SON Sidney B. Bowne, P.E., L.S. T~ondu~lu~ Rolantl Antlers (1922-1859) Frank Capobianco Chester C Kelsey, P.E., L.S. 4J Manor ROed FOencis J Lyncn Alexandre W. Mercil, P.E. Robert A. Stanton, P. E. SmithtOWnt N.Y. 11787 Pnilip SChlotznauer Robert W. B(OWn, L.S. Joseph F. Steg man Zabdiel A. Blackman, P.E., L.S. (51 s~ 724"G61 1 Paul F. Stevens William T. Styne Richartl R. Weber George A. Style, P.E. Jerry D. Almont, P.E. George L. Fagan, Jr., Ph.D., P.E. Thomas R. Pynchon. L.S. May 19, 1988 Mr. Bennett Orlowski, Jr., Chairman TOWN OF SOUTHOLD Planning Board 53095 Main Road Southold, New York 11971 Re: Harbor View, Major Subdivision, Mattituck, Town of Southold, N.Y. SC TM: 1000-115-17-17 (SBB N0. 87233) Gentlemen: A request was made by the developer on this project for a change to the proposed construction. Namely, that the Swale and header curb on the east side of Meadow Beach Lane, from Hills Creek Drive to the end, as well as the turn facility be eliminated, and normal concrete curb be installed. The reason for his request is that the installation of the Swale and turn around, as proposed, will mandate the removal of a major portion of the existing brush and trees. Please review and advise us to your determination. Very truly yours, SIDNEY B. BOWNE & SON CONSU G ENGINEERS RT S N N, P. . CSH:cIg xc: Ray Jacobs, Supt./Hwys. Ray Dean (SBB) MAY 2 0 1988 r? MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER An Epual Opppdunly EmDloyar M/FM SIDNEY B. BOWNE 8r: SON Sitlney B. Bowne, P.E., L.S. hoot Roland Anders (1922-1959) O Frank CapoDlanco Chester C Kelsey, P.E., L.S. ,1 Roger L. Cocchi A lexen tlfe W. Meroil, P.E. 45 ManOf ROBU Francis J. Lynch Robert A. Stanton, P.E. SRIIth10Wn. N.Y. 11787 Philip Scnlotzhauer RObert W. B(OWn. L.S. Joseph F. Stegman Zabtliel A. Blackman, P.E., L.S. (516 7240611 Paul F. Stevens William T. Styne George A. Style, P.E. Richard B. Weber Jerry D. Almont, P.E. George L. Fagan, Jr., Ph.D., P.E. Thomas R. Pynchon, L.S. May 19, 1988 Mr. Bennett Orlowski, Jr., Chairman TOWN OF SOUTHOLD Planning Board 53095 Main Road Southold, New York 11971 Re: Harbor View, Major Subdivision, Mattituck, Town of Southold, N.Y. SCTM: 1000-115-17-17 (SBB N0. 87233) Gentlemen: An inspection of the drainage facilities on this project was completed on May 13, 1988. We find that the drainage is substantially completed and acceptable with the exception of the pipe to the drain adjacent to Lot #17 on Willis Creek Drive and the end sections at the settlement area east of Meadow Beach Lane between Pasture and Willis Creek Drive. Very truly yours, SIDNEY B. BOWNE & SON CONSU NG ENGINEERS OBERT q, N N, P. . CSH:cIg xc: Ray Jacobs, Supt./Hwys. Ray Dean (SBB) MAY 2 0 1988 ? MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER An ERU•I Opportunlry Employe M/FAI PI.`AF~~V'I ~"~'CFA~RD TOW'' 6 SQ ~ D SLTF~'O~ , ~1N =1 . ~ ~o Southold, N.Y. 11971 (516) 765-1938 May 12, 1988 Anthony T. conforti Attorney at Law P.O. Box 149 Riverhead, NY 11901 RE: Harbor View SCTM #1000-115-17-17 Dear Mr. conforti: The following action was taken by the Southold Town Planning Board on Monday, May 9, 1988. RESOLVED that the Southold Town Planning Board accept and request compliance with the Engineer's report dated April 28, 1988. The Planning Board previously requested road profiles and tree conservation efforts. No further work should be done until request is complied with. If you have any questions, Please do not hesitate to contact this office. Very truly yours, t~~~,ry~ 6~~~~,, BENNETT ORLOWSKI,JR. CHAIRMAN ,J enc : o%j~ jt SIDNEY B. BOWNE & SON Sidney B. eowne, P.E., L,S. ~~,~~~~j,,,,, y~ ~ ~ Rolana gnders (1922-1959) ~ 1V~t7 ~ ~ Frank Capoblenco Chester C Kelsey, P.E., L.S. 4S ManOr Road Roger L. Coccni Alexandre W. Mercil, P.E. Francis J. Lyncn Robert A. Stanton, P.E. $II11thtOWnr N.Y. 11787 Pnilip scnio~naaer Robert W. Brown, L.S. 516 724-0611 Joseph F. Stegman Zabdiel A. Blackman, P.E., L.S. ~ I Paul F. Stevens William T. $lyne George A Style, P.E. Ricnartl e. weber Jerry D. Almont, P.E. George L Fagan, Jr., Ph.D., P.E. Thomas R. Pynchon, L.S. Apr 71 26, 1988 Mr. Bennett Orlowski, Jr., Chairman TOWN OF SOUTHOLD Planning Board 53095 Main Road Southold, New York 11971 Re: Harbor View, Major Subdivision, Mattituck, Town of Southold, New York (SBB 87233) S. C. T.M.: 1000-115-17-17 Gentlemen: An inspection of the drainage installations at this site was conducted on 4/26/88. We find that drainage structures and pipe have been installed satisfactorily, but is incomplete. The catch basins at pipe connections must be parged and sealed, as required, before backf it l ing. Some trees along Meadow Beach Lane have sustained damage due to the construction work and we feel that this damage should be corrected immediately. Very tru]y yours, SIDNEY B. BOWNE & SON CONSU TI,~NG ENGINEERS ROBERT A. STANTON, P. E. CSH:cIg xc: Ray Jacobs, Supt./Hwys. Ray Dean (SBB) MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER An Egual Opportunity EmpbyM M/FM c c.;;L,..;,>f1~, ~ STATE OF NEW YOf~K DEPARTMENT OF HEALTH; OFFICE OF PUBLIC HEALTH CORNING TOWER • THE GOVERNOR NELSON A. ROCKEFELLER EMPIRE STATE PLAZA • ALBANY, N.V. 12237 DAVID AXELROD, M.D. LINDA A. RANDOLPN, M.D., M.P.H. Commi,aioM. ONacew WILLIAM F. LEAW October 16, 1985 Exscu.ire Deputy Direcrw ~..._..y i 1 Mr. Angus Henderson I"' 'I Henderson & Bodwell Consulting Engineers it 120 Express Street I' Tr`'r _ Plainview, NY 11803 Re: WSA #7404; Log #3742-5 Approval of Plans Bayview Ventures (T) Southold, Suffolk County ' Dear Mr. Henderson: We have, this daffy, approved the plans and specifications submitted by you for a project including treatment, two wells, storage, distribution system and appurtenances. Application for this project was duly made by you and received in this office on October 26, 1983. We call your attention to Standard Conditions a & b of the enclosed Gen Form 207 entitled, Approval of Plans. A set of the approved plans and specifications is being retained in our files, a second set is being sent to the Suffolk County Health Department and the third set is being returned to you. Very truly yours, C' ~~1Ct.~~'(~, Gilbert M. Faustel-~~ Chief, Design Section Bureau of Public Water Supply Protection GMF/PAC/bs Enclosures cc: Mr. Wourgola Suffolk County Health Department, Attn: Mr. Ponturo New Rochelle Regional Office, Attn: Mr. Reilley • NEW Y~STATE DEPARTMENT OF HEALTH • APPROVAL OF PLANS FOR PUBLIC WATER SUPPLY IMPROVEMENT This approval is issued under the provisions of 10 NYCRR, Part 5: 1. Applicant: 2. Location of Works (C, V, T): 3. County: 4. Water District ' (Specific Arw Served) Henderson & Bodwell (T) Southold Suffolk S. Type of Project: ~ 7 Distribution ~J 1 Source 3 Pumping Units ? S Fluoridation !gl 8 Storage ~ 2 Transmission W 4 Chlorination W 6 Other Treatment ? 9 Other REMARKS: Log No. 3742-5 New wells, treatment, storage, transmission and distribution system and appurtenances- By initiating improvement of the approved supply, the applicant accepts and agrees to abide by and conform with the following: a. THAT the proposed works be constructed in complete conformity with the plans and specifications approved this day or approved amendments thereto. b. THAT the proposed works not be placed into operation until such time as a Completed Works Approval is issued in accordance with Part 5 of the New York Stale Sanitary Code. ISSUED FOR TH ~ STATE COMMISSIONER OF HEALTH October 16, 1985 ~ P.E. Date Designated Repr tative Gilbert M. Faustel, P.E. Chief, Design Section Bureau of Public Water Supply Protection Name and Title (print) DbIrlOUlbn: NTIN - Appllunl YNlow -FIN (LXO a OHOI Plnk - CMlnl Oltlq (lPWS) !Iw - OII,N OEN'Nr GENERAL b. Type of Ownership: ? Municipal ? Commercial ? 68 Private -Other ? I Authority ? 30 Interstate ? Industrial ? 9 Water Works Corp. ? Private -Institutional ? 19 Federal ? 40 International ? 26 Board of Education ? 20 Stale ? 18 Indian Reservation 7. Estimated Total Cost 8. Population Served 9. Drainage Basin 10. Federal Aid Involved? ? 1 Yes Il. WSA Project? ? 1 Yes ? 2 No ? 2 No SOURCE 12. 13. Est. Source Development Cost ? Surface Name Class W Ground Name Wells 1 & 2 Class 14. Safe yield: I5. Description: 40 GPM Gpp Two 6" - 75 feet deep wells at 20 GPM each TREATMENT 16. Type of Treatment ? 1 Aeration ? 5 Clarifiers ? 9 Fluoridation ? 2 Microstrainers ? b Filtration ? 10 Softening O 3 Mixing ? 7 Iron Removal W 11 Corrosion Control ? 4 Sedimentation ~ 8 Chlorination ~ 12 Other 17. Name of Treatment Works 18. Max. Treatment Capacity 19. Grade of Plant 20. Est. Cost Operator Req. Bayview Ventures 40,000 GPD Description: chlorination, sodium hydroxide and iron exchange denitrification DISTRIBUTION 22. Type of Project 23. Type of Storage 24. Est. Distribution Cost ? 1 Cross Connection ~ 3 Transmission Elevated Gals. ? 2 Interconnection ? 4 Fire Pump Cl, Underground 55,000 Gals. 25. Anticipated Distribution 26. Designed for fire flow? System Demand: Avg. 40,000 GPD Max. RO Own n GPD ? ( Yes ? 2 No 27. Description: MAR 1 ~ C~i ii vc.. ~ 7 _ U ~ ~k IgW VENTN W YORK BMA Sp CIFICATSn~R O? 4^''~ f i i i• ~ ~ /'~~~~JJt ~ ~ 1 ~ 4 ~ i/ ' r . ~ % ~ • ~J ~ ~ Lj ~ . ~ J~~; l4 ~are8 y f c'~' and Bodwell ~ lsul~~.n9 Newlyack Q`o~ ~ lai~~yewr ~ B G y U~'~' t ~ _ . ~ ;'i tom. '".5.~~ _ - _ ~Ya-= M '4?~ ~ ~ \ _ .yL p I IS ~ p / t ~ ' 10--- - pREDGED -1--~~ ...1 ~ GREEK ~ V~ '~ORK STATE DEPARTh ~ Bweau of Public Water Supp y r; ' our Log # 3 Z. S~_ w __7_ LCi, _ _ _ t Pluject h .cry ~ - C 14~1~ n~~,+[Yt ,a.,,, r,.~...d - - - - - c~--- - co. LEGE/1/O ~ Date __I_~~_~ b ~ 8 ~ __By__- =L.+ 2.5 } Chi ,System Design Sec n /rvo/C.4TES G,4TE!/gLl~E `BOX WATER SUPPLY FACILITIES i -/r1/O/C.4TESF/,eE',~iYO,P,4rUr~?v ?.4cvE' . +i FOR BAY. VIEW VENTURES , ,LTD. SITUATED 1N ,a: MATTITUCK, TOWN : OF SOUTHO•LD ~ -i.. -2.0 - ' SUFFOLK "CO , NEW YORK _ PREPARED °BY , HENDERSON~AND _BODW~LL•,. ~ ~j CONSULTING ENGINEERS Y~'; ;~PLAINVIEW,' NEW YORK /Z=/Z-84 :~:eFV/SEO -W.esTE---G/n/~ Gu~NnaEniT ~ SCALE °I~~ ,100 ~ • OCTOBER~,?z6 983 ~ • 3/3-84-.CAE/!/SE0.4S~Y?E.P/~EALTHOEPi?'C0.1'itJE~YTS DWG.-.NS B•4Y~Y=o/ SHEET4/,OF . _ K, , _ • - _ - - -r _ - ~ .-'su~,~~c.~ ~ ~ Branch Offices: C Partners: ORLANDO, FLORIDA ~O RS+ RUSSELL S. BODWELL ELMHURST, ILLINOIS Q JOHN J. PRICE SOMERSET, NEW JERSEY Z 2 STEVEN L. SAMET MASON, OHIO ~ ~ HALL CLARKE Main Office: ~ JAMES DELAND 120 EXPRESS STREET ~v~ ASSOCIATES: PAUL H. ULATOWSKI PLAINVIEW, NEW YORK 11803 Q~~OQ~ ROBERT B. MEREDITH CONSULTING ENGINEERS HENDERSON AND BODWELL 120 EXPRESS STREET, PLAINVIEW, NEW YORK 11803 516-935-8870 N.Y.FAX:516-935-8760 April 5, 1988 N.J.FAX:201-563-1169 OH FAX:513-398-8611 IL FAX:312-834-0329 Southold Planning Board ~ 53095 Main Road Southold, New York 11971 Attention: Melissa Spiro Re: Bayview @ Mattick (Bayview Ventures) Water System Approved Dear Ms. Spiro: After your inquiry regarding the above matter, I contacted Mr. Paul Ponturo of the Suffolk County Department of Health Services. He indicated the following: 1. If the design had been for water mains only, it would have been reviewed, approved and signed by the County Health Department, probably by Mr. Ponturo. 2. Since a treatment plant was also proposed, final review and approval were carried out by the New York State Health Department in Albany. The approval was issued by Mr. Gilbert Faustel, and the accompanying form indicates that the approval covers both the treatment and distribution facilities. ~D t . • HENDERSON AND BODWELL Page 2 of 2 Attached are copies of the approval stamps and of the approval letter and form. Very truly yours, William S. Houck WSH:pf Encl. cc: J. Milliken A. Conforti R. Bodwell P. Ponturo SIDNEY B. BOWNE 8 SON Sidney B. Bowne, P.E., L.S. Roland Anders (tg22-tysg) ~ Frank Cepabienco Chester C Kelsey, P.E., L.S. QS MBttOf ROSd Roger L. Cocchi Alexandre W. Mercil, P.E. Francis J. Lynch Robert A. Stanton, P.E. $fni1h10Wrt, N.Y. 11787 Philip Schlotzheuer Robert W. Brown, LS. Josepn F. Stegmen Zabtliel A. Blackman, P.E., L.S. (51 s) 724'U81 1 Paul F. Stevens William T. Styne George A. Style, P.E. Richard B. weber Jerry D. Almont, P.E. George L. Fagan, Jr., Ph.D., P.E. Thomas R. Pynchon, L.S. March 3, 1988 Mr. Bennett Orlowski, Jr„ Chairman TOWN OF SOUTHOLD Planning Board 53095 Main Road Southold, New York 11971 Re: Harbor View, Major Subdivision, Mattituck, Town of Southold, New York (SBB 87233) S.C.T.M.: 1000-115-17-17 Gentlemen: A site inspection was conducted on 3/2/88. We concur with Valerie Scopaz's evaluation that elevations be taken along Meadow Beach Lane on both sides to establish the existing flow line grades. This will enable a review of the proposed curb grades and their elevations in regard to any inherent damage to the root systems of the existing trees. Very truly yours, SIDNEY B. BOWNE & SON CONSULTING ENGINE R C RN L US S. FF A xc: Ray Jacobs, Supt./Hwys. Ray Dean (SBB) ~ "~"R i an MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER An EQU•I Opportunlry Employx M/FM oc~~EfOlK~O Town Hall, 53095 Main Road 0 ~ P.O. Box 1179 '~Q Southold, New York 11971 JUDITH T. TERRY 1 ~ TELEPHONE TOWN CLERK (516) 765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SO UT HOLD TOWN BOARD AT A REGULAR MEETING HELD ON FEBRUARY 23, 1988: RESOLVED that the Town Board of the Town of Southold hereby accepts the Amendment extending to December 20, 1988 the $1,150,000 Letter of Credit for major subdivision known as Harbor View, located at Mattituck, New York. Judith T. Terry Southold Town Cierk February 26, 1988 ~ e~ ~ HENDERSON AND BODWEL L 4L~GD3 ~ ~QQ~~~~~~Q~ 120 Express Street ~ : b PLAINVIEW, NEW YORK 11803 N ATE ~ ~ ~ ~ ~ J00 NO. (516) 935-88(70/~ P .1 .==EN=~ N ~ TO M, ~ ~L l S.S /'r S 1 1 r~V RE 5J I~r ow,~1 Or 5'~.sNi.,ol..~ S3 0 9 S t~ ~ (Ls~ Sc» N `F i l a~ l _ WE ARE SENDING YOU Attached ? Under separate cover via the following items: ? Shop drawings ? Prints ? Plans ? Samples ? Specifications Copy of letter ? Change order ? COPIES DATE NO. DESCRIPTION S ~ i-D cfs-L- .t/ Ys. o, oti/ wN~- Su THESE ARE TRANSMITTED as checked below: ? For approval ? Approved as submitted ? Resubmit copies for approval j~For your use ? Approved as noted ? Submitcopies for distribution - As requested ? Returned for corrections ? Return corrected prints ? For review and comment ? ? FOR BIDS DUE 19 ? PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO / SIGNED: ~/G' vxaoun tal ®m,o+w s. aun. If enelosuns en not es noted, kindly neHfy us at once. STA~pf OF NEW YORK FEB 2 b ~ DEPARTMENT OF HEALTH;' ~OFFIC ' HEALTH CORNING TOWER • THE GOVERNOR NELSON A. ROCKEFELLER EMPIRE • ALBANY, N.Y. 12237 DAVID AXELROD, M.D. LINDA A. RANDOLPH, M.D., M.P.H. Commiuiwur Oirecrw WILLIAM F. LEAW October 16, 1985 E=e<mi.e~<n~„o;,.«,r \I_ Mr. Angus Henderson Henderson & Bodwell Consulting Engineers _ i~ 120 Express Street I, I ~ - Plainview, NY 11803 Re: WSA #7404; Log #3742-5 Approval of Plans Bayview Ventures (T) Southold, Suffolk County Dear Mr. Henderson: We have, this day, approved the plans and specifications submitted by you for a project including treatment, two wells, storage, distribution system and appurtenances. Application for thi s project was duly made by you and received i n thi s office on October 26, 1983. We call your attention to Standard Conditions a & b of the enclosed Gen Form 207 entitled, Approval of Plans. A set of the approved plans and specifications is being retained in our files, a second set is being sent to the Suffolk County Health Department and the third set is being returned to you. Very truly yours, <-CG Gilbert M. Faustel, P.E. Chief, Design Section Bureau of Public Water Supply Protection GMF/PAC/bs Enclosures cc: Mr. Wourgola Suffolk County Health Department, Attn: Mr. Ponturo New Rochelle Regional Office, Attn: Mr. Reilley ' `r \ NEW YO~ STATE DEPARTMENT OF HEALTH • APPROVAL OF PLANS FOR PUBLIC WATER SUPPLY IMPROVEMENT This approval is issued under the provisions of 10 NYCRR, Part S: 1. Applicant: 2. Location of Works (C, V, T): 3. County: 4. Water District (Specific Area Served) Henderson & Bodwell (T) Southold Suffolk S. Type of Project: ~ 7 Distribution ~1 1 Source ~ 3 Pumping Units ? S Fluoridation !Bl 8 Storage lXl 2 Transmission ®4 Chlorination 4@ 6 Other Treatment ? 9 Other REMARKS: Log No. 3742-5 New wells, treatment, storage, transmission and distribution system and appurtenances By initiating improvement of the approved supply, the applicant accepts and agrees to abide by and conform with the following: a. THAT the proposed works be constructed in complete conformity with the plans and specifications approved this day or approved amendments thereto. b. THAT the proposed works not be placed into operation until such time as a Completed Works Approval is issued in accordance with Part 5 of the New York State Sanitary Code. ISSUED FOR TH : STATE COMMISSIONER OF HEALTH October 16, 1985 p,E. Date Designated Repr tative Gilbert M. Faustel, P.E. Chief, Design Section Bureau of Public dater Supply Protection Name and Title (print) DlNribulbn: YYn14 - 11pplbnM YNlmr - FIM (LNO er DNO) Pink - CMlnl ONIw (lPWq ~Wn - OIMr OEN 707 (Rw. 1/7N (!Bt-101 G~NERA'L 6. Type of Ownership: ? Municipal ? Commercial ? 68 Private -Other ? 1 Authority ? 30 Interstate C7 Industrial ? 9 Watet Works Corp. ? Private -Institutional ? 19 Federal ? 40 International ? 26 Board of Education ? 20 State ? 18 Indian Reservation 7. Estimated Total Cost 8. Population Served 9. Drainage Basin 10. Federal Aid Involved? ? 1 Yes 11. WSA Project? ? 1 Yes ? 2 No ? 2 No SOURCE 12. 13. Est. Source Development Cost ? Surface Name Class (yl Ground Name Wells 1 & 2 Class 14. Safe yield: 15. Description: 40 GPM Gpp Two 6" - 75 feet deep wells at 20 GPM each TREATMENT 16. Type of Treatment ? 1 Aeration ? 5 Clarifiers ? 9 Fluoridation ? 2 Microstrainers ? 6 Filtration ? 10 Softening ? 3 Mixing ? 7 Iron Removal W l l Corrosion Control ? 4 Sedimentation W 8 Chlorination ~ 12 Other 17. Name of Treatment Works 18. Max. Treatment Capacity 19. Grade of Plant 20. Est. Cost Operator Req. Bayview Ventures 40,000 GPD Description: chlorination, sodium hydroxide and iron exchange denitrification DISTRIBUTION 22. Type of Project 23. Type of Storage 24. Est. Distribution Cost ? 1 Cross Connection W 3 Transmission Elevated Gals. ? 2 Interconnection ? 4 Fire Pump Cl, Underground 55,000 Gals. 25. Anticipated Distribution 26. Designed for fire flow? System Demand: Avg. 40,.QQ0 GPD Max. R0, 000 GPD ? 1 Yes ? 2 No 27. Description: A-. MAR 1 ~ rt:;., ~~:.i::,fi.,~ ~I I~ BAYVIEW VENTURES, INC. MATTITUCR, NEW YORK SPECIFICATIONS { y ~ C ~i a~ ~o~ ~ i ~h4 Jt0 O'l . ,J/ V~ q~~~ J S7 % J0~\ti~~ dared By: 4 { ~ cson and Bodwell i~ Q~o~ .,sulting Engineers lainview, New York ~e O ,n ~7 } 3. s SIDNEY B. BOWNE ~ SON Sidney B. Bowne, P.E., L.S. C~~-„~/~„~. ~ Rolantl Antlers (tg2,~195g) `"-"W'~~ Frenk Capobianco Chester C Kelsey, P.E., L.S. 4S M$nor ROBd Frbancis J lynch Alexandre W. Mercil, P.E. Robert A. Stanton, P.E. $fT1ltfltOW n, N.Y. 11787 Philip Schlotzheuer Robert W. Brown, L.S. Joseph F. Stegmen Zabtliel A. Blackman, P.E., L.S. (516 7'240611 Peul F. Stevens William T. Styne Richard B. Weber George A. Style, P.E. Jerry D. Almont, P.E. George L. Fagan, Jr., Ph.D., P.E. Thomas R. Pynchon, L.S. March 30, 1988 Mr. Bennett Orlowski, Jr. , Chairman TOWN OF SOUTHOLD Planning Board 53095 Main Road Southold, New York 11971 Re: Harbor View, Major Subdivision, Mattituck, Town of Southold, New York (SBB 87233) S. C. T.M.: 1000-115-17-17 Gentlemen: An inspection at this subdivision of the water main installation was conducted on 3/28/88 and we find the installation to be acceptable. Subsequently, the contractor was given permission to backfill the trenches. Compaction of these water facilities will be closely monitored. Very truly yours, SIDNEY B. BOWNE & SON CONSULTING ENGINEE i ORNELIU S. F ER AN" CSH:cIg xc: Ray Jacobs, Supt./Hwys. Ray Dean (SBB) N MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER An Edual OppMUnily Employer M/FM SIDNEY B. BOWNE ~ SON Sidney B. Bowne, P.E., L.S. ~N Roland Antlers (1922-1959) Roger L Cocchi Chester C Kelsay, P.E., L.S. 4rj MBIIOr ROad Francis J. Lynch Alexantlre W. MBrcll, P.E. Philip Scnlotznauer Robert A. Stanton, P.E. SfTllthtOWnr N.Y. 11787 Joseph F. Stegmen Robart W. Brown, L.S. rj 16 724'611 Paul F. Slovens 2aDtliel A. Blackman, P.E., L.S. ( ~ William T. Slyne Richartl B. Weber George A. Style, P.E. Jerry D. Almont, P.E. George L. Fagan, Jr., Ph.D., P.E. Frank Capobianco, C.E. Thomas R. Pynchon. L.S. Februdry B, 1988 Mr. Bennett Orlowski, Jr „ Chairman TOWN OF SOUTHOLD Planning Board 53095 Main Road Southold, New York 11971 Re: Harbor View, Major Subdivision, Mattituck, Town of Southold, New York (SBB 87233) Gentlemen: A site inspection was conducted on 2/4/88, by Mr. Raymond Dean and Mr. C.S. Heffernan, both of this office. We found that clearing had been completed and the right-of-way rough graded on Hall's Creek Drive, Pasture Lane and Willis Creek Drive. This site inspection disclosed that the construction of the roadway, as shown on the Roadway and Waterway Section, Meadow Beach Lane will place the header curb in close proximity to the existing trees that line both sides of this roadway. We realize, that the aesthetic value of the trees lining this roadway is a major consideration, but we feel that installation of the curb as shown, will result in the cutting of the tree roots and subject the trees, whose present condition is questionable, to eminent damage from high winds, etc. We suggest that afield inspection with a member of your office be scheduled to discuss alternatives, if applicable, to this situation. Very truly yours, SIDNEY B. BOWNE & SON CONSU TING ENGINE RS i CORNELIU F N RECEIVED BY xc: Ray Jacobs, Supt./Hwys. $C~~,"a" )i c.,,.:~,:a E"."•.°0 Ray Dean (SBB) FEB 1 MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER G L An Equal OppMUnIN Employer M/FM 1 • MEMORANDUM T0: Bennett Orlowski, Jr., Chairman Members of the Planning Board FROM: Valerie Scopaz, Town Planner RE: Harbor View Estates, Mattituck SCTM ll 1000-115-17-17 DATE: February 22, 1988 On February 9th, I walked this site with Ray Dean, representa- tive of Sidney Bowne and Son, Town Engineers. The developer was re- questing permission to remove all the trees adjacent to the proposed road bed. The road bed has been cleared and the topsoil scraped. Upon review of the situation, the following recommendations are offered: 1. The Planning Board should request of the developer a road profile and grading plan showing the following items: -existing and proposed grades of the roadbed -location of trees adjacent to the roadbed. (There is no road profile in the record.) 2. The Planning Board should request of the developer a plan for. construction of the road that includes measures to protect the tree roots during construction. Some of the trees are in need of pruning. Some may not be salvageable. The input of a tree expert should be obtained by the developer, with a copy submitted to the Planning Board for its review, outlining which trees can be saved and which trees should be removed. P ~ N~V"~`BC~ ~ ~ TO~ O S H.O~D cr+ S GT F'OL~{`'. ~ ~ ~i , Southold, N.Y. 11971 (516) 765-1938 February 24, 1988 Mr. Anthony T. Conforti Attorney at Law P.O. Box 149 Riverhead, New York 11901 RE: Harbor view Estates SCTM # 1000-115-17-17 Dear Mr. Conforti: The following action was taken by the Southold Town Planning Board, Monday, February 22, 1988. RESOLVED that the Southold Town Planning Board extend the Letter of credit from February 22, 1988 to December 20, 1988. If you have any questions, please don't hesitate to contact our office. Very truly yours, Q~,~ BENNETT ORLOWSKI, JR. CHA1I~MAN y~ SOUTHOLD TOWN PLANNING BOARD CC//~/ 7t • ANTHONY T. CONFORTI ATTORNEY AT LAW P. O. BOX 149 611 EAST MAIN STREET RIVERHEAD, NEW PORK 11901 (5167 727-310 February 11, 1988 Planning Board of the Town of Southold Main Road Southold, NY 11971 Re: Map of Harbor View at Mattituck Gentlemen: I am enclosing herewith Amendment extending the Letter of Credit previously issued by Union Savings Bank. Yours very truly, ,a L~~ / L~ ANTHONY T. /~FORTI (.GLL ATC/thr Enclosure cc: Southold Town Board DELIVERED BY HAND o D A1~~ T, - ~ ~ ~ ~ THE UNION lAVINGl BANK 6Q South Oceon Rvenue, Potchogue, New York 1177Q (516) P89-7500 AMENDMENT TO IRREVOCABLE LETTER OF CREDIT NO. 119 February 4, 1988 Southold Town Planning Board Southold Town Hall P.O. Box 728 Southold, NY 11971 Gentlemen: By order of our client, Bayview Ventures, with its principal office located at 739 E. Main Street, Riverhead, N.Y., we hereby extend this Irrevocable Letter of Credit No. 119 to December 20, X988. Except as herein extended, the Letter of Credit shal- 1 remain in full force and effect. Please attach this Amendment letter to the original Letter of Credit. Very truly yours, UNION SAVINGS BANK _____r~~ Authori Si ature EJK:mka Corom/Houppouge/Huntington/loke Grove/Potchogue/Rocky PoinVShirley/Ulesthampton Beoch r THE P Y uN~ON IAVINGI' BANK 64 South Oceon Avenue, Potchogve, New tikxls 11774 (516) 489-7500 IRREVOCABLE LETTER OF CREDIT NO. 119 March 20, 1987 Southold Town Planning Board Southold Town Hall P.O. Box 728 Southold, NY 11971 Gentlemen: By order of our client, Bayview Ventures, with its principal office located at 739 E. Main Street, Riverhead, N.Y., we hereby establish this Irrevocable Letter of Credit No. 119 in your favor for an amount up to but not exceeding the aggregate sum of $1,150,000., effective immediately. This Letter of Credit No. 119 expires one year from the date hereof. Funds under this Letter of Credit are available to you against your sight draft(s) signed by your authorized corporate officer, drawn on us bearing the clause "Drawn Under Credit No. 119" accompanied by a written statement signed by the Town Engineer and Town Attorney for the Town of Southold to read as follows: "This drawing has been caused by the default to complete performance by the required date, of work and related items required by the Planning Board of the Town of Southold Resolution dated July 14, 1986, regarding the Map of Harbor View, Mattituck, N.Y. This Letter of Credit sets forth in full the terms of our under- taking and such undertaking shall not in any way be modified, amended or amplified by reference to any document or instrument referred to herein or in which this Letter of Credit relates and any such reference shall not be deemed to incorporate herein by reference any document or instrument. We hereby agree with the drawers, endorsers and bona fide holders of drafts drawn under and in compliance with the terms of credit that such drafts will be duly honored upon presentation to the drawee. Corom/Houppouge/Huntington/loke Carne/Potchoque/Raky Pant/Shirley/Shirtey/ Westlampton Beak ` Page 2 i i Except as otherwise expressly stated herein, this credit is subject to the Uniform Customs and Practice for Commercial Documentary Credits (1983 Revision) I.C.C. Publication No. 400. Very truly yours, UNION SAVINGS BANK i.~ ~G;~ Authorize S' nature ~ r~. r1 ~ _r SUcF~7(,~-l, RE~VED BY . SOUrTNCOLD TO'd;~d FLt,IyNI~dG Ooh"D HENRY P. SMITH, o. - S f L 8 5 19~ JOHN M. BREDEMEYER, III, President tP ~ ~f ~ ~7 (51) ~65~892 John Bednoski, Jr. p`..~ ALBERT KRUPSKI, JR. , Vice-President ~~~1`v~~ ,~.b0~ BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 February 4, 1988 Mr. Anthony T. Conforti Attorney at Law P. O. Box 149 Riverhead, New York 11901 Re: Bayview Ventures, Inc. Dear Mr. Conforti: Transmitted herewith, for your information, is a copy of Chapter 97 from the Southold Town Code. Please be advised that for any activity within 75' from the water or wetlands a permit will be required from the Town Trustees. Should you have any questions or need additional information, please do not hesitate to contact this office at the telephone number listed above. Very truly yours, 1,;5~~--~° ; 3 John M. Bredemeyer, III President Board of Town Trustees - JMB:ip - Attachment cc: Victor Lessard, Admin. ; Building Dept. Planning Board - File The well is to be of the gravel filter type by developing the natural formation surrounding the well screen. The well shall be drilled to a depth of 50 feet. The casing shall be 8" inside diameter, full weight wm„nht steel r3rive Wipe. The well screen shall be 20 feet 8" cTprhL_ec STEEL _ ~~~~~The well is to be developed until free of sand and the gravel filter ~ wall surrounding screen is stabilized at the ultimate pumping capacity of the well. The well is to be pumped with the Contractor's own pump for at least 8 hours. The Board of Fire Commissioners will direct A where the discharge is to be run off during pumping operations. After a minimum of 8 hours pumping, the Contractor is to take a sample of water and have it tested for chlorides and report the test to the Board of Fire Commissioners. The well will have .to be surged by means of stopping the pump and letting the water drop balk into the well and then checked for sand. If sand is being pumped, well will have to be surged by pumping and. flushins~ until free of sand. Top of well to have a 5" Cast Iron Fire Hydrant aaaptor Cap with Connecting Chain. The hose threads and hydrant wrench nut shall conform to the standards of the Mattituck Fire District. The bidder shall state in his bid, if the well location is required to be moved due to poor ground or water depth, the cost per hour for the recovery of the original casing and installing same in a new location to be approved by i`he Board of Fire Commissioners; if additional screen is required, state the cost per foot of the additional screen. The bidder shall also state the cost of the well depth per foot after the minimum depth required for the well.. At completion of work, Contractor is to provide a well log with its size and depth, and a written guarantee that if equipment shall fail or not function properly within one (1) year, then he shall repair or replace same at Contractor's own expense. ~~''ll 1 ~!i~ai~l~~t~f r1` ~Z ~e~C „ t, ~1`` ` ? ~ •1 ~ +~r . I, ~ ~ ~ ~ ~,1t ~•~3~ ..fit. i i~N~1~ ~ / / i7 a~~ 'C Q~VE ~p~o W ~ 0 ?X ~ 0 W is U P ~ ~G~FFO(,;Tr I,,~~~ • TOE" O~SOU~ D ~ycnW .r C S~„-, S L= E?O~ ~ Y ~1~~~~ Southold, N.Y. 11971 (516) 765-1938 February 2, 1988 To: Francis J. Murphy, Supervisor and members of the Town Board From: Valerie Scopaz, Town Planner ~S Re: Water Supply Systems It has come to my attention that road construction has been started on the Harbor View (Bayview Ventures) subdivision near Deep Hole Creek in Mattituck. At this point in time, no determination has been made as to which public entity will own, operate and maintain the water • treatment system. C Before Building permits are issued in this subdivision, the road must be substantially complete and the question of public ownership of the water treatment system resolved. In anticipation o: this situation, I wish to sit down with the Town Board to discuss how this will be handled procedurally. In addition, the Cove at Southold (a condominurm project on Corey Creek at the site of the former Victoria Cottages) has also begun construction of its water treatment plant. The`Village of Greenport's Utility Company has agreed to operate and maintain this - - plant. The Utility Company also has the option to take over owner- ship of the system. Given the Utility Company's current problems, the Town Board should be aware that ownership of this system may become an issue at the time of its completion. • - . . . MAY 5 - 186 May 1, 1986 Mr. Bennett Orlowski, Jr., Chairman Southold Town Planning Board Main Road Southold, New York 11971 Re: Harbor View Subdivision Located at Mattituck Map dated April 26, 1986 Dear Mr. Orlowski: The above revised plans have been reviewed by Mr. Jacobs and myself. The following changes have been included as requested. Additional drainage structures at both ends of Meadow Beach Lane. Water mains previously shown in the Town R.O.W. at New Suffolk Avenue have been relocated to be in the subdivision property. A ]5 ft. easement for Town drainage (west corner of subdivision) con- nected to the easement as shown for the water main system has been included. Additional test hole information (Hole No. 8) at the northerly vertical sand drain shown. Depth of sand satisfactory. Two additional "yard hydrants", one at Lot No. 10 and one at Lot No. 40 on New Suffolk Avenue as requested by the Mattituck Fire Department are shown. Also, yard hydrants are to be changed to typical standard fire hydrants as specified by the Mattituck Fire Department. This information (hydrant change) in the Planning Board files. Pavement width on Meadow Beach Lane is shown at 28 ft. Would recom- mend that a separate typical section showing trees and swales behind the trees be submitted as part of the plans for Meadow Beach Lane. H. Young submitted a preliminary sketch dated 6/17/82 for this cond- ition. Zn this case same sections of the water mains would have to go in the swales behind the trees or in the pavement area. Plans show the mains in swales throughout. Usually mains are installed in pavement areas. Location would probably be designated by whoever will maintain the water system. Otherwise the plan sheets No. 1 and No. 2 appear to be in order. Respectfully, ~f ~x.~CGUZ~ John W. Davis ~6~U" O ~ ~ PHONE: 548-3450 SUFFOLK COUNTY .CLERK'S OFFICE JULIETTE A. KINSELLA. COUMV CLERK RIVERMEl1 p. NEW vORK I1D01 August 24, 1987 own of Southold Assessor t/Town of Southold Planning Board Chief Deputy County Treasurer RECEIVED IB~Y ~ SU~f 0~~ii~i4r~~~1~'~BOARD To Whom This May Concern: ~ The Subdivision Map Of: HAR$OR VIEW AT MATTITUCK Was Filed, August 21, 1987 La 3:13 p.m. Filed Number, 8377 Abstract Number, 10562 Township, Southold Owner: Mattituck Harbor Associates & Bay View Ventures Ltd, a -'~Very truly yours, ?Cr: fem. /I _ ` _ - ~ , 1.' ~ .County Clerk Map Department Form No. 49 1]451. 6~8~ lb _ ~ ~n~ / PHO E: 548-3450 t ~,~n~ SUFFOLK COUNTY .CLERK'S OFFICF~'""G~'`- JULIETTE A. KINSELLA. COUNTY CLERK ~~y RIVERHEAO. NEW YORE , 1D01 ,J Augus 24, 1987 ,•Yp,~ own of Southold Assessor own of Southold Planning Board Chief Deputy County Treasurer RECEIVED BY 56~I~i ~i ~,~1 ``I~'I~~/bC~OD To Whom This May Concern: The Subdivision Map Of: HARBOR VIEW AT MATTITUCK ~ Was F-fled, August 21, 1987 l 3:13 p.m• UN Filed Number, 8377 Abstract Number, 10562 `J~~.~Y Township, Southold Owner: Mat~tituck Harbor Associates & Bay View Ventures Ltd. Very truly yours, a ^ ; ~ Q - , .County Clerk Map Department Form No. 49 ,z~s~.6,a. l b s • .ANTI30NY T. CONFORTI ATTORNEY AT LAW P. O. Box 149 611 EAST MAIN STREET HIVERHEAD~ NEW YORK 11901 (516) 727-310 July 27, 1987 Planning Board of the Town of Southold Main Road Southold, NY 11971 Attention: Diane Schultze Re: Map of Harbor View Mattituck, New York Dear Diane: In accordance with your request, I am enclosing herewith photocopy of Declaration of Covenants and Restrictions which has been filed with the Suffolk County Clerk's Office. Yours very truly, C~8?;~ ANTHONY T. ONFORTI ATC/thr Enclosure ~,U~FQ(1rl' P . V D T - ~ ~,D ~ ~ Southold, N.Y. 11971 (516) 765-1938 June 18, 1987 Mr. Anthony T. Conforti Attorney at Law P.O. Box 149 Riverhead, NY 11901 Re: Park and Playground Fee Harborview, Mattituck Dear Mr. ~onforti: This is to confirm that I have received the $80,000 park and playground fee, Bayview Ventures, Ltd. check #342 for the above mentioned subdivision and have transmitted same to the Town Clerk's Office. Enclosed is the receipt from the Town Clerk's Office. If you have any questions, please don't hesitate to contact our office. Very truly yours, BENNETT ORLOWSKI, JR., CHAIRMAN U~-THOLD TJ~[~V PLANN~N~G_ BOARD By Diane M. Schultze, Secretary enc. ANTHONY T. CONFORTI .ATTORNEY AT LAW P. O. BOX 149 739 EAST MAIN STREET RATHLE EN F. SCHWARTZ RIVERHEAD, NEW YORE 11901 (516) 727-3107 June 18, 1987 Planning Board of the Town of Southold Main Road Southold, NY 11971 Attention: Bennett Orlowski, Jr., Chairman Re: Map of Harbor View Mattituck, New York Dear Mr. Orlowski: I am enclosing herewith check in the sum of $80,000.00 representing payment of the park fee which satisfies the last condition required by the Planning Board in connection with the above referenced subdivision. Kindly endorse the maps so that I may file same with the County Clerk. Thank you for your prompt attention to this matter. Yours very truly, ANTHONY NFORTI ATC/thr Enclosure DELIVERED BY HAND cc: Thomas E. Gill, Esq. "E`E=VED BY ANTHONY T. CONFORTI - ~~,nn r~;irlprG BBABD ATTORNEY AT LAW _ _ ~ j P. O. BOX 149 y TE 739 EAST MAIN STREET HATH LEEN F. SGH WARTZ RIVERHEAD~ NEw YORx 11901 (516) 727-3107 June 3, 1987 Planning Board of the Town of Southold Main Road Southold, NY 11971 Re: Harbor View at Mattituck Attention: Diane M. Schultze Dear Ms. Schultze: It is my understanding that the Planning Board has accepted the Letter of Credit issued by Union Savings Bank in connection with the above referenced subdivision. It is respectfully requested that this acceptance be confirmed in writing as soon as practicable. Yours very truly, A ~ (1 NTH~NY C NF~RTI ATC/thr c'C~m b(5~~~ l M" j taI' } - . x4~Iy x qq~k~'~} . Vii,' _ ,~,s,s.s.~,.d.. A~~ TOWN CLERK 1 gown of sou•rxo~D ~-0 2 2 7 4 7 Suffolk Cuuntq, New York 516 - 765.1801 6 ! ~ Southold, N. Y. 1197~+~19?Z" ~ , , v~ i R GF~LVED O r f: / _ - ~ Dollars i~*1~~"" 1 • ~ For ~ i ~v > ' Judith 1'. Terry, o Clerks 1 lC~~« Check ~ «By _--~2~~=~,, ~ S~FFOGY P l~~ D ti ~ T D ~ ~ S !fir Y Southold, N.Y. 11971 (516) 765-1938 April 3, 1987 Mr. Anthony T. Conforti Attorney at Law P.O. Box 149 Riverhead, NY 11901 Re: Harbor View at Mattituck Dear Mr. Conforti: The following action was taken by the Southold Town Planning Board, Monday, March 30, 1987. RESOLVED that the Southold Town Planning Board grant a final 90-day extension on the completion of the conditions for the conditional final approval of the major subdivision to be known as Harbor View. This extension shall run 90 days from April 12, the last date of the previous extension. The letter of credit submitted to our office was forwarded to the Town Board for their acceptance. We will advise when this has been done. If you have any questions, please don't hesitate to contact our office. Very truly yours,((..,,,,..,, BENNETT ORLOWSKI, JR., CHA N SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary o~ ~Ed;, ~ =z o~~~' = O~ •O~ ' TELE4HONE (516) 765-1892 BOARD OF TO~'PI TRCSTEES TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 October 5, 1984 I i Bayview Ventures, Inc. P.O. Box Drawer 1269 Southampton, New York 11968 RE: SPDES Permit- 10-83-1485 Gentlemen: The Southold Town Trustees are still opposed to discharge from any source, into our creeks. We would hope that discharge could be minimized from all sources. We would recommend that you consider ground re-charge. Please be advised that town permits are necessary for this project. I have enclosed the necessary applications for your convenience. Very truly yours, Henry P. Smith, President Board of Town Trustees Ilene Pfifferling Secretary to Board _ HPS:ip Attachments cc: Trustees ? Building Depti~ Judge Samuel Kearing? Ed Viola Jim Small Ruth Oliva, NFEC ? Planning Board ? ~.~-,n , _ , SbUli,,,LU Icr.,l i'~. ..L:iL , ANTHONY T. CONFORTI ATTORNEY AT LAw SATE P. O. BOX 149 739 EAST MAIN STREET KATM LEEN F. SCMWARTZ RIVERHEAD. NEW YORE 71901 (516) 727-3107 March 27, 1987 Bennett Orlowski, Jr., Chairman Southold Town Planning Board Southold, New York 11971 Re: Harbor View at Mattituck Dear Mr. Orlowski: I am enclosing herewith an original Letter of Credit in lieu of performance bond as permitted by the Town of Southold in connection with the above-captioned subdivision. I note that the time to file final maps has almost expired and I hereby request one final extention of the applicant's time to do so. Final prints and the park fee will be submitted within the next few weeks. Thank you for your cooperation and courtesy in this matter. Yours very truly, V/ ANTHONY T CONFORTI ATC/bah Enc. r g~FFO(,{~~~ D T LD ~ ® ~ S Y Southold, N.Y. 11971 (516) 765-1938 March 26, 1987 Mr. Anthony T. Conforti 739 E. Main Street Riverhead, NY 11901 Re: Harbor View Subdivision Dear Mr. Conforti: Enclosed, for your review, is a copy of correspondence received from the Town Clerk with regard to the above mentioned subdivision and your request for a refund of part of the inspection fee. ~y truly yours, Diane M. Schultze,Secretary Southold Town Planning Board enc. i ! o~o~~FFO~~o MAR 2 5 198 cn ~ Town Hall, 53095 Main Road p ~ ~ P.O. Box 1179 '~QI ~ Southold, New York 1 1971 JUDITH T. TERRY TELEPHONE TOWN CLERK (5I6) 765-1BOl REGISTRAR OP VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD March 25, 1987 Southold Town Planning Board Southold Town Hall Southold, New York 11971 Re: Harbor View at Mattituck Gentlemen In response to our previous correspondence with respect to the refund of part of the inspection fee for the Harbor View Subdivision, please be advised that the Town Board, at their regular meeting held on March 24, 1987, adopted a resolution denying the request for the refund of $16,006.00 of their `inspection fee, which amount represents the inspection fee for the water system for the subdivision. It has been determined that said inspections will be conducted by the Town Engineer and not the Suffolk County Department of Health Services. Very truly yours, Judith T. Terry Southold Town Clerk ~ u THE UNION lAVINGj BANK 64 South Oceon Rvenue, Potchogue, New 4brk 11774 (516) 489-7500 IRREVOCABLE LETTER OF CREDIT NO. 119 March 20, 1987 Southold Town Planning Board Southold Town Hall P.O. Box 728 Southold, NY 11971 Gentlemen: By order of our client, Bayview Ventures, with its principal office located at 739 E. Main Street, Riverhead, N.Y., we hereby establish this Irrevocable Letter of Credit No. 119 in your favor for an amount up to but not exceeding the aggregate sum of $1,150,000., effective immediately. This Letter of Credit No. 119 expires one year from the date hereof. . Funds under this Letter of Credit are available to you against your sight draft(s) signed by your authorized corporate officer, drawn on us bearing the clause "Drawn Under Credit No. 119" accompanied by a written statement signed by the Town Engineer and Town Attorney for the Town of Southold to read as follows: "This drawing has been caused by the default to complete performance by the required date, of work and related items required by the Planning Board of the Town of Southold Resolution dated July 14, 1986, regarding the Map of Harbor View, Mattituck, N.Y. This Letter of Credit sets forth in full the terms of our under- taking and such undertaking shall not in any way be modified, amended or amplified by reference to any document or instrument referred to herein or in which this Letter of Credit relates and any such reference shall not be deemed to incorporate herein by reference any document or instrument. P7e hereby agree with the drawers, endorsers and bona fide holders of drafts drawn under and in compliance with the terms of credit that such drafts will be duly honored upon presentation to the drawee. Coram/Houppouge/Hun[ington/toke Grove/Po[chogue/Rocky PoinVShirley/Shirley/iUes[hompton Beoch S" ~ - ~ ~ Page 2 Except as otherwise expressly stated herein, this credit is subject to the Uniform Customs and Practice for Commercial Documentary Credits (1983 Revision) I.C.C. Publication No. 400. Very truly yours, UNION SAVINGS BANK ter? Y~~ Authorized S' nature PI;A~(NIN 'O'QRD T ~b , ;fF~LD Southold, N.Y. 11971 (516) 765-1938 March 12, 1987 Judy - Just for your information,I spgke to Supervisor Murphy with regard to the refund of part of the inspection fee for the Harbor View Subdivision, see for discussion #15 in the 1/20/87 minutes of the Town Board. As per the Supervisor he contacted the Health Department and the Town would make inspections, therefore, there will be no refund. I advised the applicant of this on March 5, 1987. ~t lJ~ ~ Page 2 -Town B~ 1/20/87 10:05 A.M. -George Desmarais, P.E., Holzmacher McLendon & Murrell P.C m+ with the Board, and along with Councilman Penny, discussed the proposed recons of the discharge ramp at the Scavenger Waste Plant, Greenport. Mr. Desmarais's the incline of the ramp is insufficient to fully pump the trucks, and although lone elimination hoses were tried, the problem could not be solved. H2M then redesigr the ramp and submitted plans to the Town. It was decided H2M should prepare t bid package, which they will do at no charge to the Town, and make inspections the construction at a nominal charge (see resolution no. 18). Councilman Pennyc a recent meeting with Greenport Village Superintendent of Utilities James Monsell in attendence at this work session) to review the Scavenger Waste Plant site, anc that time found the cost of certain work being done on the proposed discharge r< will exceed the limitation, thus resulting in the need to go to bid. When the ent design was reviewed it was found the cost will probably be $17,000. He also rele his meeting with Mr. Monsell and Greenport Village accountant relative to billing charges. Mr, Monsell will further review the billings and discuss them further w Councilman Penny. 10:45 A.M. - For discussion items: (1) Southampton Town resolution requesting legislation limiting municipal liability. This was adopted by the Town Board at tf January 6th meeting. (2) Draft Amendment to the Highway Specifications with respect to minor subdivisions. This wilt be reviewed by Town Attorney Tasker. (3) Amending the term of office for the members of the Board of Assessment Re (see resolution no. 23). (4) Proposed creation of the 1987 labor Management Committee to meet with the CSEA (see resolutioh no. 20)• (S) Possible decision on the Zehner (formerly Southport) change of zone petition. A letter was receiv from Mr. Zehner's attorney Marie Ongioni requesting the Town Board to defer a decision in the matter until such time as the proposed Southold Master Plan has ! resolved. Board agreed to hold. (6) Appoints expiring on the Southold Town land Committee, and the Board will advertise for resumes (see resolution no. 21) (7) Discussed SEQR review fees with •respect to the fees set forth in the Southc Town Code and the SEQR Handbook. Board will request Planner David Emilita tc meet with them on February 3rd to discuss this further. (8) Letter from NYS- with respect to the proposed waterfront access plan for marine recreational fishe This'was discussed of 9:15 A.M. with Community Development Administrator Jamc McMahon. (9) Letter from Utica Mutual Insurance Company requesting additional premium for years 83-84-85. The Director of Credit and Collections will' be ask meet with the Board at his earliest convenience. (10) Letter from the Suffolk C Department of Civil Service advising there are 31 names on the eligible list for E Inspector, and current provisional Building Inspector-Angelo Accardo did not pa. test and the Town should request an extension of his appointment. Supervisor i will make the request. (11) Application of Salvatore Catapano, Sr. for a night man trailer permit was reviewed (see resolution no. 22). (12) Suffolk County C ment of Civil Service Certification of Eligibles for Account Clerk has been receiv The three individuals appearing on the list will be interviewed. (i3) Request f the Board of Appeals for permission for Chairman Goehringer and Secretary Kow to attend the Association of Towns meetings on February 17th with their expense be paid by the Town (see resolution no. 16-b). (14) Recreation Committee rep was discussed at 9:30 a.m. with Council~.vornan Cochran and Rea-eation Director (15) Letter from the Southold Town °lanning Board recommending the refund or $16,OOG.00 to the developers of Harbor View at Mattituck, which amount represei C~~ the inspection fee for the water system for the subdivision, which will not be in ct1 by the To:vn Inspector. upervisor Murphy will discuss this with the Board ~ H ltfrto-dei ~ makes the inspections and what portion would be the Tc ~~~i h responsibility. Jy v/12:30 P.'.1. -Recess for lunch. ~C~/ S~FFOL~r P ~ D T LD ~ ~ ~ S Y Southold, N.Y. 11971 (516) 765-1938 February 26, 1987 Mr. Anthony Conforti Attorney at Law 739 E. Main Street Riverhead, NY 11901 Re: Harbor View Dear Mr. Conforti: As per your request, enclosed is a copy of a letter of credit which you may use as aform. If you have any questions, please don't hesitate to contact our office. Very truly yours, BENNETT ORLOWSKI, JR., CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary enc. P 5~FF01.A~~~A D _ T LD ~ S Y Southold, N.Y. 11971 (516) 765-1938 January 16, 1987 Mr. Anthony T. Conforti Attorney at Law 739 E. Main Street Riverhead, NY 11901 Re: Harbor View at Mattituck Dear Mr. -Conforti: The following actions were taken by the Southold Town Planning Board, Monday, January 12, 1987. RESOLVED that the Southold Town Planning Board grant one 90-day extension on the completion of the conditions with regard to the conditional approval of the major subdivision to be known as "Harbor View" located at Mattituck. This extension shall run 90 days from the date of this resolution. RESOLVED that the Southold Town Planning Board recommend to the Town Board that that portion of the inspection fee, pertaining to the water system for the subdivision to be known as "Harbor View" located at Matttiuck, amounting to $16,006 be refunded since this water supply system will not be inspected by the Town Inspector. If you have any questions, please don't hesitate to contact our office. Very truly yours, `~t...~.,a~e.:tt, ~l~..l~.rQEc,~~Q~-~9.~~' BENNETT ORLOWSKI, JR., CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary cc: Town Clerk - i • P ~~~FFU(~~~ D r= ~ T LD v~ ® ~ g Y Southold, N.Y. 11971 (516) 765-1938 January 16, 1987 Mrs. Judith T. Terry Town Clerk Town Hall Southold , NY 11971 Re: Harbor View at Mattituck Dear Mrs. Terry: j Attached is a copy of correspondence received from Anthony T. Conforti, attorney for the above mentioned subdivision, as well as, a copy of the Planning Board resolution from January 12 pertaining to the attorney's requests. With regard to the refund of the inspection fee, I have also attached a copy of the calculations from the bond estimate. If you have any questions, please don't hesitate to contact our office. Very truly yours, BENNETT ORLOWSKI, JR., CHAIRMAN SOnU,TnHOL.D'TOWN PLANNING BOARD L~^~ By Diane M. Schultze, Secretary enc. • HARBOR VIEW AT MA~TUCK COST OF THE WATER SUPPLY SYSTEM AS PER THE BOND ESTIMATE DATED JUNE 9, 1986: $320,120 5$ of $320,120 = $16,006 - amount of requested refund _ - . 81987 uw oFFlcE ANTHONY T. GONFORTI P. EDWARD REALE 759 EAST MAIN STREET LYDIA J. RVFFOLO RIVERHEAD. NEW YORE 11901 OF COUN3EL BIB-0P]-510] January 7, 1987 Planning Board of the Town of Southold Main Road Southold, NY 11971 Attention: Bennett Orlowski, Jr., Chairman Re: Subdivision of Harbor View Dear Mr. Orlowski: Please consider this letter a formal request for an additional 90-day extension of the applicants' time to file the final map for the above captioned subdivision. Our offering statement is presently pending approval by the attorney general's office and upon completion of that approval process, we will file the final map. It is also requested on behalf of the applicants that the engineering review fee be reduced so as to be computed as five percent (5$) of the bond estimate after deducting the costs pertaining to the water supply system. The water supply system is to be inspected and regulated by the Suffolk County Department of Health Services and the New York State Health Department and, therefore, the Town Engineer will not be required to pass upon the completion of these improvements. Thank you for your attention to this matter. Yours very truly, ~ ~ - ANTHONY T./CQNFORTI ATC/thr cc: Thomas E. Gill, Esq. DELIVERED BY HAND . _ ~ C t. ~ ` LAWRENCE M. TUTHILL J~IY 1 0 1J0~ PROFE881ONAL ENGINEER JOOU IN L[T LAN[ CXT. ' OREENPORT. N.T. 11944 GR[[N.a RT 71654 Jxne 9, 1986 Mr. Bennett OxloxRki, Chairnaxl Southold Toxn Planning Board Southold, NY 11971 Rel Sxmdiviaioa entitled "Harbor Viex" at Mattitxak GEntleneal M~ eetinate for the bond for xoada, xater e~atea and inproTenente for thle above neatioaed exbdlTiaion ie ae folloxal Land clearing $ 5.000.00 Roxgh grading 3,000 s~ ~ $ 3.oo/a~ 9.000.00 Flee grading 5.000 It @ $ 2.00/11 10,000.00 Sxrfaeing 5,000 if @ $ 50.00/1f 250,000.00 Cxrbe - novntable 10,000 if @ $ 8.00/lt 80,000.00 Catch basins 8' depth 17 @ $ 1,800.00 ea 30.600.00 4' 2 1,200.00 ea 2,400.00 Manholes 6 @ $ 1,000.00 ea 6,000.00 Pipe is" dian 2,325 ~ $ 20.00/11 46,500.00 Ead xalls g @ $ 100.00 ea 300.00 Vertical Band drains Ekcavation 400 of @ $ 4.00/er 1,600.00 Fencing 1.000 11 @ $ 18.O~1f 18,000.00 O11rb 1,000 if @ $ 8.00 11 8.000.00 Sxale - loax reaoral & sand replacexent 18,000 sr @ $ 8.oo/ay 144,000.00 Water sxppl~ a~eten 6" Hain 5.000 it @ $ 12.00/11 60,000.00? 4" pipe 150 It @ $ 8.00/1f 1,200.00 2z" 800 1f @ $ 4.00/lf 3.200.00`' 5 hard h~drante @ $ 600.00 ea 3,000.00 ~ 6 gate ralTea @ $ 500.00 ea 3.ooa.oo punp house & eguipneat 2g$0~000.00 bulkheading 8 Lt @ $ 100.00.11 800.00 Seeding 6 naves @ $ 2,000.00 per sate 12.000.00 Trees 30 @ $ 80.00 ea 2,400.00 Sigga 5 street 3 dead end, S atop @ $ 100.00 ea 1,300.00 Monxaents 50 @ 50.00 ea 2,500.00 Fize xells 2 @ $ 3.000.00 ea 6,000.00 Adninistrative costa 55.600.00 Increase costs over 3 year period 140,000.00 $ 1,150,000.00 ~~~^~yL P 5~FF0(k~& D 'I' LD ~ ~ ~ S 1' Southold, N.Y. 11971 (516) 765-1938 January 6, 1987 Mr. Anthony T. Conforti Attorney at Law 739 E. Main Street Riverhead, NY 11901 Re: Harbor View Dear Mr. Conforti: Please let this confirm my conversation with your secretary on this date. The conditional approval for the above mentioned subdivision will expire on January 14, 1987 unless the rest of the conditions are met prior to that date. You may, however, request two 90-day extensions which the Board will consider. THe next Planning Board meeting is scheduled for January 12, 1987. If you wish to have an extension before the Board at that meeting, please submit your request in writing. Thank you. If you have any questions, please don't hesitate to contact our office. Very truly yours, BENNETT ORLOWSKI, JR., CHAIRMAN ~SO'U/T}H~ODLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary ~ ~ NDV ~ 19gs • Highway Department Town of Southold Peconic Lane Peconic, N.Y. 11958 RAYMOND JACOBS Tel. 7653140 Superintendent 734-5211 Date: November 5, 1986 To: Bennett Orlowski, Jr., Chairman Southold Town Planning Board Re: Harbor View Subdivision located at Mattituck Dear Mr. Orlowski: The final road and drainage plan dated August 28, 1986 is approved. There will be field changes in some of the items when construction is started such as location of water mains on Meadow Beach Lane where trees are to be saved, etc. Such changes cannot be ascertained at this time. Also, there are two shallow vertical sand drains shown on these plans to take runoff from the drainage system. No fencing for these drains is shown. The bond estimate shows fencing for both. Under certain conditions both sand drains could hold water which brings up the question of Town envolve- ment in case of accidents whether the project stays private or otherwise. Respectfully, ~j /~///yl/'^-o~rC~d~~~ Raym d L. Jacobs Superintendent of Highways cc: Highway Committee n ~ 5~FF0(Kc p D T LD ~ ~ ~ S y ~ Y Southold, N.Y. 11971 (516) 765-1938 October 16, 1986 Mr. Henry E. Raynor, Jr. 320 Love Lane Mattituck, NY 11952 RE: Harbor View Dear Mr. Raynor: Enclosed is a copy of correspondence from the Town Clerk's office indicating that the Town Board has accepted the bond estimate on the above mentioned subdivision. Would you please submit the inspection fee (5~ of 1,150,000) at your earliest convenience. If you have any questions, please don't hesitate to contact our office. Very truly yours, ~ctvre~ ~rlawd~lu~ BENNETT ORLOWSKI, JR., CH" AIRMAN SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary enc. OCT 16 eggs ~ ! ~ S~FFO(~~o~ Town Hall, 53095 Main Roxd ~,y~ ~ P.O. Box 1179 `~1Q~ ~ `~1~~ Southold, New York L 1971 J U UITH T. TERRY TELEPHONF, TOWN CLb:RI: (516) 765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD October 16, 1986 Southold Town Planning Board Southold Town Hall Southold, New York 11971 Gentlemen The Southold Town Board at their regular meeting held on October 7;.1986 approved the amount of $1,150,000.00 as the bond amount for roads, water system, and improvements in the major subdivision of Harbor View at Mattituck, as recommended by you and Professional Engineer Lawrence M. Tuthill. Very truly yours, Elizabeth A. Neville Deputy Southold Town Clerk T~ c~~FFOL,Y P ~ D ti ~ T LD ~ ~ S Y Southold, N.Y. 11971 (516) 765-1938 September 26, 1986 Mr. John Strode Attorney at Law 739 East Main Street Riverhead,NY 11901 Re: Harbor View Dear Mr. Strode: Please let this confirm that the Planning Board office has received amended surveys for the above mentioned proposal which are in accordance with the requirements of the Mattituck Fire District. These amended plans are dated August 28, 1986. This completes condition No. 4 of the conditional approval of the Planning Board dated July 14, 1986. If you have any questions, please don't hesitate to contact our office. Very truly yours, BENNETT ORLOWSKI, JR., CHAIRMAN SOIITHOLD TOWN PLANNING BOARD y Diane M. Schultze, Secretary g~FFO(,r~, P~ ; ~ D T , ; LD ~ ® ~ S Y Southold, N.Y. 11971 (516) 765-1938 September 24, 1986 Raymond Jacobs Highway Superintendent Peconic Lane Peconic, NY 11958 Re: Harbor View Dear Mr. Jacobs: Enclosed, for your file, is a final road and drainage plan for the above mentioned subdivision which has been amended to show fire wells in accordance with the requirements of the Mattituck Fire Department. Very truly yours, ~iCZ.r~,~ ?a .~h~ Diane M. Schultze, Secretary Southold Town Planning Board enc. cuFFO(,r~£ P D T LD ~ ~ 5 Y Southold. N.Y. 11971 (516) 765-1938 September 24, 1986 Mrs. Judith Terry Town Clerk Town Ha11 Southold, NY 11971 RE: Harbor View Dear Mrs. Terry: In accordance with your correspondence to Mr. Tuthill regarding the bond estimate on the above mentioned subdivision, a letter was sent to the Suffolk County Water Authority last month requesting comments on the water supply system and the county s~ecificar.ions: Since there has been no response from the County, the Planning Board regests that the Town Board process the bond estimate as proposed at the next available meeting. Thank you for your assistance in this matter. Very truly yours, ~7uck-Ll. ~~~~I,~Y~ K-~,~,~,jC~"-rte V BENNETT ORLOWSKI, JR., CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary SEP ~ 1986 P. O. Drawer A Jamesport, NY 11947 September 4, 1986 Southold Town Planning Board Main Road Southold, NY 11971 Dear Sirs: Please find enclosed two prints of the map of Harbor View at Mattituck and two prints of final road and drainage plan of Harbor View at Mattituck, as per your request. incerely, Henr E. Ray r, HER:ml Encs. CC: Anthony Conforti, Esq. w~ a~~?~ ONsslt? ~~~e~ }jric G?'! C~J) J~4'c~c~ ~~'x-e Q g~FFD1,~~, P ~ D ti ~ T LD ~ ~ ~ S Y Southold, N.Y. 11971 (516) 765-1938 September 2, 1986 Mr. Henry E. Raynor, Jr. 320 Love Lane Mattituck, NY 11952 Re: Harbor View Dear Mr. Raynor: Enclosed is a copy of the Town Board's determination on the fee for park and playground in lieu of land for the above mentioned subdivision. Pursuant to condition 1 of the Planning Board's resolution of conditional final approval, would you please forward a check in the amount of $80,000 to the Town Clerk at your earliest convenience. If you have any questions, please don't hesitate to contact our office. Very truly yours, BENNETT ORLOWSKI, JR. , CHAIRMAN ~ SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary enc. ~~g~FFO(,Y~o N i.~8~ ~ Town Hall, 53095 Main Road P.O. Box 728 ~1 ~ r~ Southold, New York 11971 J U DITIi T. TERRY TELEPHONE TOWN CLERS (516) 765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD August 27, 1986 Southold Town Planning Board Southold Town Hall Southold, New York 11971 Gentlemen: The Southold Town Board, at their regular meeting held on August 26,1 986, adopted a resolution determining that the amount of $80,000.00 shall be deposited with the Town in lieu of land for park and playground in the major subdivision of Harbor View at Mattituck, of which sum $3,500.00, being the appraisal cost, shall be deducted, and payable to the General Fund and the balance deposited in a Park and Playground Trust Account. Very truly yours, Judith T. Terry Southold Town Clerk ~ r I ~t ~ c4'aCv ~ • c,VEFO(,~ P D ~ ~ T LD ~ ~ ~ 5 Y Southold, N.Y. 11971 (516) 765-1938 August 25, 1986 Mrs. Judith Terry Town Clerk Town Hall Southold, NY 11971 Re: Harbor View Dear Mrs. Terry: In accordance with your request for a determination of the gross acreage of land which would otherwise be required for the park and aplyground in the above mentioned subdivision, we have referred to the Town Planner for his review. Pursuant to Section A106-38A, Mr. Emilita recommends 2 acres of land for park and playground. Mr. Emilita also reviewed the appraisal and pursuant to Section A106-38E determined that by the first method, the cash contribution would be $6,000 ($3,000 x 2); and by the second method, the cash contribution would be $80,000 (5~ of the Fair Market Value - $1,600,000 If you have any questions, please don't hesitate to contact our office. Very truly yours, hCnn.CZ~C C~~~Lr~,~l,~, ~-„cox,,, BENNETT ORLOWSKI, JR., CHA RMAN SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary P 5~FF0(,~~~A D T LD ~ ~ ~ S Y Southold, N.Y. 11971 (516) 765-1938 August 22, 1986 Mr. Walter C. Hazlitt, Executive Administrator Suffolk County Water Authority Sunrise Highway Corner Pond Road Oakdale, NY 11769 RE: Harbor View Dear Mr. Hazlitt: Pursuant to your conversation with our Town Engineer on July 15,1986, enclosed is a copy of the water supply system specifications for the above mentioned subdivision. Our Town Board has requested that the bond estimate take into consideration the specifications of the Suffolk County Water Authority. Therefore, we ask if you would be kind enough to advise us what specifications need to be met. Also, enclosed for your review is a copy of the bond estimate, and correspondence from the Town Clerk and Town Engineer. May we have your comments at your earliest convenience since this subdivision is close to being finalized. Thank you for your assistance in this matter. If you have any questions, or require any additional information, please don't hesitate to contact our office. Very truly yours, ~t~ ~ ,~etf ~~o 1i.~4-~,' ~d-~-x~,- BENNETT ORLOWSKI, JR.,~C AIRMAN SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary enc. cc: Town Clerk Town Engineer i P cuFFO(K~~ D T LD .ate ® S Y Southold. N.Y. 11971 (516) 765-1938 July 24, 1986 Mrs. Judith Terry Town Clerk Town Hall Southold, NY 11971 Re: Harbor View Dear Mrs. Terry: With regard to your request for the gross acreage which would otherwise be required in the above mentioned subdivision for park and playground, the Planning Board has requested that David Emilita make a recommendation on this matter. Mr. Emilita will be in the office on August 4, and we will forward his comments to you. Very truly yours, ID'iane~-i~3': Schultze, Secretary Southold Town Planning Board YOUNG 4b YOUNG - RIVERHEAD, NEW YORRUngoi ~v~ 21196 6I67R7-8903 ALDEN W.YOUNC ~ HOWARD W. YOUNG Pnafw.ional E.yuwe 4F Cand Suaveyce Land &nvyo. 1 Ju1F 18,1986 IOWA OF 80UTHOLD PLAANIN(3 BOARD Main Road Sonthold,R.S. 11971 Attn: Diane Schultze Re: HARBOR VIEW Mattitnck,l~.Y. Dear Diane: Enclosed herewith are three (3) prints of the Final Road ~ Drainage Plan sheet 1 of 2 of the above captioned subdivision,. which we have amended to show the road and water waF section for Meadow Beach Lase as requested bF Four letter dated June 18,1986. In 1982 the HighwaF Department and Four Board and the Developers had discussed this road in great length, it was aF opinion, the HighwaF Department end Four Board that 28' of pavement would cause great in~urF to the trees. Since that time a concrete header has been added to the road section which will increase the chance of in~urF. VerF tru7.F Foure, ~oz..•cs Howard W. Soong HWY~ Encl. ec: Mr. Jack Davis Southold HighwaF Department ec: AnthonF T. Gontorti,Esq. ~ ~ihv~~'~ LAWRENCE M, TUTHILL JUL 1 ~ 1~QC PROFESSIONAL ENGINEER U 1 I vv 1215 IN LET LANE GREENPORT, N.V. 11944 (516) 477-7652 Jnlr 15, 1986 Mr. Bennett Orlowski, J.,Ghairman Sonthold Town Planning Board Main Road Sonthold, NY 11971 Re ~ Bond estimate "Harbor View" Mattituck, Gentlemen I am in receipt of a letter feom Jndlth Terry, Town Clerk in that the Toxn Board is regnesting xhether the specifications of the Stdfolk Conner Water Anthority w6re used in pzsparing the bond estimate. They were not. I am recynesting that the plans and spe6lfications for water system for "Harbor View" be sent to the Snffolk Connty ii¢,ter Anthoritr for oomments and approtal. Upon receipt of their approval, I x111 ad3vst the bond estimate accordingly. 3lnoerely, ~ _ ~ ,~UL ~ 1986 ~ g~FFO(/r~o~ V' Town Hall, S309S Main Road 0 ® ~ P.O. Box 1179 y~01 y~~ Southold, New York 11971 J li DITI I T. TERRY TELEPHONE TOWN CLI?RA (516) 765-1801 REGISTRAR OP V17AL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 7, 1986 Lawrence M. Tuthill, P.E. Inlet Lane Extension Creenport, New York 11944 Dear Larry: The Town Board is in receipt of your bond estimate for the subdivision entitled "Harbor View" at Mattituck. Before taking action on this matter the Board would like to determine whether you took into consider the specifications of the Suffolk County Water Authority when preparing the estimate the for water supply system? Very truly yours, . Judith T. erry Southold Town Clerk cc: Planning Board H. E. Raynor, Jr. g~fFO(,~ P ~,r9t D ~ ~ T LD • ~T S Y Southold. N.Y. 11971 (516) 765-1938 June 24, 1986 Mrs. Judith Terry Town Clerk Town Hall Southold,NY 11971 Re: Harbor View Dear Mrs. Terry: Transmitted herewith is a copy of the bond estimate, for the above mentioned subdivision, which was prepared by the Town Engineer, Lawrence Tuthill. At the June 23, Planning Board meeting this was accepted and referred to the Town Board. If you have any questions, please don't hesitate to contact our office. Very truly yours, BENNETT ORLOWSKI, JR., CHAIRMA SOUTHOLD TOWN PLANNING BOARD By Diane M Schultze Secretary enc. Mr. Henry E. Raynor Page 2 7/18/86 Upon completion of the above conditions, the Chairman will endorse the surveys. Please contact this office if you have any questions. Very truly y urs, ,r,,,~, BENNETT ORLOWSKI, JR., CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary cc: Thomas Gill, esq. g~FFO(,Y~, p ~ . D r, ..c T LD .Y ® ' ~ S Y Southold, N.Y. 11971 (516) 765-1938 June 24, 1986 Mr. Henry E. Raynor, Jr. 320 Love Lane Mattituck, NY 11952 Re: Harbor View Dear Mr. Raynor: The following action was taken by the Southold Town Planning Board, Monday, June 23, 1986. RESOLVED that the Southold Town Planning Board accept the bond estimate from the Town Engineer, Lawrence Tuthill, for the major subdivision of Harbor View in the amount of $1,150,000.00 and refer same to the Town Board. Please contact this office if you have any questions. Very truly yours, ~r(~owa1~:~~ BENNETT ORLOWSKI, JR., CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary cc: Town Clerk ~ i c~~FFO(q~ ~ r D ~ ~ T LD f~ ~ ~ ~ ~ ~I" ~ Y ~p' ~ ~~C U' ,/y ~~a~~~ ~ ~ ~ ~j, ' Southold, N.Y. 11971 ~ ~ ~ (516) 765-1938 V" ~ ~ ~ ~ ~C e~, June 18, 1986 Mr. Carl E. Stelzer Mattituck Fire Commissioners Mattituck Fire District Mattituck, NY 11952 Re: Harbor View Subdivision Dear Mr. Stelzer: With regard to Mr. Keogh's correspondence of July 23, 1984 and the above mentioned subdivision, it has come to our attention that the water supply system will not produce enough gallons per minute for fire protection. The applicant would. like to, therefore, put in two submersible fire wells at Lots No. 40 and 10 with fire hydrants at other locations throughout the subdivision for possible future use. Enclosed is a survey for your review. Would you please advise us if the location of the wells is acceptable to you. We would appreciate your input at the earliest possible convenience since this subdivision is close to being f2nalized. Thank you for your assistance in this matter. Please contact this office if you have any questions. Very truly yours, ~.ti.<~, V r W c.W 1Frr^'`'~RN,~VQQ/X/1~ BENNETT ORLOWSKI, JR., CHAI N SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary encs. c,VFFO(,~ r ~ D ~r LD ~ ~ ~ S Y Southold, N.Y. 11971 (516) 765-1938 June 18, 1986 Mr. Howard Young Young and Young 400 Ostrander Avenue Riverhead, NY 11901 Re: Harbor View Dear Mr. Young: Pursuant to your discussions with Mr. John W. Davis, Inspector, would you please forward a road section indicating the 28' pavement between the trees at Meadow Beach Lane in the above mentioned subdivision. Thank you for your assistance in this matter. Very truly yours, BENNETT ORLOWSKI, JR., CHAIRMAN SOUTHOLD TOWN~,~P~L(A~NN~ING BOARD By Diane M. Schultze, Secretary LAWRENCE M. TUTHILL JU~?1O 1986 PROFEaaIO NAL ENGINEER IN L[T LANE [XT. G REENPORT, N.T. 17944 GR[[NrRRT 71633 Jxtte 9, 1986 Mz. Bennett Orloxllkl, Chaizaan Southold Toxn Plattaimg Board Southold, MY 11971 Rel Saadivieioa ea4ltled "Harbor Ylex" at Mattitxsk Cgtttleaenl M~ eetiaate for the bond for roads. xatsr a~lltsa sad Saproreaeata for thY abors aeatioasd arbdirisioa is s• tolloxal Land slaariag $ S•00O.0O Roxgh gradiag 3,000 e~ ~ $ 3.o%y 9.000.00 F3ae grading 5.000 if ! $ 2.00/1! 10.000.00 Sarfasiag S•O00 lE ~ $ 50.00/lf 250.000.00 CYlrbe - aoxttteble 10,000 if ~ $ 8.00/lf 80,000.00 Catch basiae 8• depth 17 ~ $ 1,800.00 ea 30.600.00 4' 2 1,200.00 en 2,400.00 Manholes 6 ~ $ 1,000.00 to 6,000.00 Pipe 18" diaa i•32S Df $ 20.00/1! 46,300.00 Bad xalle ~ ~ $ 100.00 ea 300.00 Vertieal sand drama Essavatioa 400 st ~ $ 4,00/q 1,600.00 Fettsiag 1.000 1E ! $ 18.00 if 18,000.00 Nlrb 1,000 if ~ $ 8.00 if 8.000.00 3xale - loan reaoral k aaad replaseasmt 18,000 s! ~ $ 8.00/sr 144,000.00 dater evlpplt etetea 6" gala S,ooo lE ~ $ 12.oo/lE 60,000.00 4" pipe 1S0 if ! $ 8,00/lf 1.200.00 2~" " 800 if ~ $ 4,00/lf 3,200.00 5 lard htdraata ~ $ 600.00 ea 3,000.00 6 gate ralrea ~ $ $00.00 ea 3.000.00 puap house do egupaent 2~Q0.00O.00 brlkhending 8 Lf 100.00.1E 800.00 Sssding 6 aerea p $ 2,000.00 per sere 12,000.00 Trees 30 80.00 ea 2,400.00 5 street 3 dead ettd, S atop ~ $ 100.00 ea 1,300.00 Moaaaeate 50 ® 50.00 en 2,500.00 Fire xella 2 ~ $ 3,000.00 ea 6,000.00 Adaiaiatratire eoate 53,600.00 Iatrease eosta ores 3 year period 140.000.00 $ 1,150,000.00 Ree?gatitullF nbaittefl, 1 d. ~n ~~~~~L ? ~ . . LAWRENCE M. TLITHILL PROFE881O NA4 ENGINEER INLET LANE E%T. OROws NOOwr ~ taa2944 ~ ~ IJ~~ June 9. 1986 UJ Mr. Hewett Or3oxakl, Chairaaa Soutriold Toxn Planning Board Southold, NY 11971 Rsl SubdivUTon entitled "Harbor Y1ex at Msttituek Geatleaeal Is reviexiag the plans for the bond eatiaate, I would like to oaks the fol2oxing reeoanendatibns and eoauents. 1. The drainage ataten is designed xith rose rent gradual slopes, xhieh does sot allox for self sleanisg. In sonsuxreans xith ks. Ra~aoad Jacobi, Saperiateadatt of Highxate, I xould like to resouasad that the slopes be insreeaed to the values noraall~ used for self sleaning. Hesaeas of the uni~b deaitna of using catch basins as leashing pools, ft xomld be proper to allox the invert of the insoaing pio~+ to be loxer thsa the outgAiag pipe and that if neeease.#r the uaaholes be dseigasd as the leashing pools. 4. That in the area of the rertisal sand drains an wer flox pipe be provided xith the invert 9' above the bottoa of the sand drain and the assess xkterpiped tolthe nearest sreek. This xould eliafuste the need for fensing and err around the rertisal sand drain. This should be asseptable ainae eonfaainatea esseatiillt be reaored in the axalsa, leashiag~ools or the sand drain. The advantage of this pipe xould allow the ststea to tunstion properly in etoras exseefling a 10 tear atom. j. It is noted that the xater~tatea x111 pmt be adequate for fire protection as noted to the attached copies sapaeitt anfl the Nattitusk Fire Departnent regalreuenta. r, ,4. that provisions be wade for a road leading the the e3'eek, a.a Suffolk Countt x111 pat dredge this sreek bbsause there is no pvblle asceas. 5. That the flood plain line be ahoxn anfl suiaitted to FFMA as thet lave requested. Reapect~''FUllj aubaittefl, `~j . • • i SECTION A INSTALLING AND EQUIPPING WELLS. i I Work Included Two wells are to be installed, each 6 inch diameter and approximately 75 feet deep, and each equipped with a submersible motor driven deep well turbine pump capable of delivering 20 gallons per minute against a total dynamic head of 650 feet. II Materials of Construction a. Six inch black steel pipe casings shall weigh at least 18.97 pounds per lineal foot. Joints shall be threaded and coupled. b. Four inch black steel pipe (used as extensions to the screens} shall be extra heavy. c. Four inch screens, 30 slot, shall be wirewound, E.A. Johnson or equal, 5 foot in length and fitted with bail plug. III :,onstruction Methods wells are to be constructed by rotary drilling in the .`ollowing steps: Drilling of 10 inch open hole to a depth of 70 feet. During this stage of the work, clay mud may be added to the drilling fluid, but the quantity of mud used must be kept to the minimum necessary. 3 j- Gl JUl 2 4 1984 . July 23, 19814 I Bennett Orlowski, Chairman , ,,ld Town Planning Board ;uttiold, N.Y. 11971 'I Re: Harbor View Subdivision, Pdattituck, N.Y. j Dear Sir: In reviewing the water supaly facilities of the `Harbor View Subdivision the Board of Fire Commissioners of the T~Iattituck Fire District find that the Yard Hydrants, as described, are totally unacceptable for our purposes. o bring this water system within the Mattituck Fire Department's noods a 6" main is required throughout the entire subdivision and all fire hydrants should be the standard hydrant with one 1.I~" outlet and two 2'-~" outlots with shutoff values. 3S0 GPM will be rquired for the first hour and 300 ~;I'P9 will be required after that_at all hydrants. Zn addition, it is requested that two additional hydrants be in:~tallod, one on New Suffolk Avenue at lot L~,O and one on 1~illis Creek Drive at lot 10. Please contact P4r, Carl E. Stelzer for any other information you may require. Cordially, o n A, , et, attituck 're Dist. ~ g~FFO(,~~~ ® ~ Town Hall, 53095 Main Road P.O. Box 1179 y~~,(~ Southold, New York 1 1971 JUDITII T. TERRY TELEPHONE. Towta CLF:RA (516) 765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK _ TOWN OF SOUTHOLD May 23, 1986 Gorman E Associates Love Lane Mattituck, New York 71952 Gentlemen: The Southold Town Board is in need of the services of a Licensed Real Estate Appraiser to conduct an appraisal of the major subdivision known as Harbor View at Mattittck so the Town Board may determine the amount of money to be deposited with the Town in lien of land for park and playground purposes, all in accordance with Section A106-38 E. (3) of the Code of the Town of Southold. The Town- Board has selected your firm to conduct this appraisal. If you are interested in performing this service, please contact this office at your earliest convenience and I will provide you with a Map of Harbor View at Mattituck to assist you with your appraisal. For your information, Section A106-38E.(3) of.the Subdivision of Land reads as follows: The Town Board shall determine the amount to be deposited based on the following formula: not less than three, .thousand dollars ($3,000.) per gross acre of land that would otherwise be required for recreation purposes or five (5°s) percent of the fair market value of the total acreage proposed for subdivision as determined by an independent appraiser retained by the town. I shall await your decision in this matter. Very truly yours, v~~-'~~---_ Judith T. Terry Southold Town Clerk cc: Planning Board cc,,~FFO(,r~,, P `A~NI ~'A D ~ ~ T~~''~: ~'9 ~•LD g'~ ~ ~ Y ~~ol ~ r~ Southold, N.Y. 11971 (516) 765-1938 May 20, 1986 Mr. Henry E. Raynor, Jr. 320 Love Lane Mattituck, NY 11952 Re: Harbor View Dear Mr. Raynor: The following action was taken by the Southold Town Planning Board, Monday, May 19, 1986. RESOLVED that the Southold Town Planning Board set Monday, June 9, 1986 at 7:30 p.m. at the Southold Town Hall, Main Road, Southold as the time and place for a public hearing on the question of approval of the major subdivision to be known as "Harbor View" located at Mattituck. Enclosed is a copy of the legal notice for your files. Please contact this office if you have any questions. Very truly yours, BENNETT ORLOWSKI, JR., CHAI N SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze,'Secretary enc. cuFF01,Y P ~ A~ N I ~ D v ,4~~ TQ~~v ~ ~ ~ LD w i= S ~P~`4)L Y Southold, N.Y. 11971 (516) 765-1938 May 8, 1986 Mrs. Judith Terry Town Clerk Town Hall Southold, NY 11971 Re: Harbor View Dear Mrs. Terry: Transmitted herewith are three surveys for the above mentioned subdivision located at Mattituck. The Planning Board is referring this subdivision to the Town Board pursuant to Section 100-38 E(3) for a determination on the amount of money to be deposited with the Town in lieu of land for park and playground. If you have any questions, please don't hesitate to contact our office. Very truly yours, t~c..nr~.~-tt QrL,EX,c.~,d.l(,i, BENNETT ORLOWSKI, JR., CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Diane M.Schultze, Secretary attachment P ~~Ff~(K D T " ~ L D s ~~~1. r Y Southold, N.Y. 11971 (516) 765-1938 May 6, 1986 Mr. Lawrence Tuthill Town Engineer 1215 Inlet Lane Greenport, NY 11944 Re: Harbor View Dear Mr. Tuthill: Enclosed is a copy of the final road and drainage plans (4/26/86) for the above mentioned subdivision located at Mattituck. Also, enclosed is a copy of the latest report from Jack Davis with regard to these plans. At the Monday, May 5, meeting the Planning Board passed a resolution requesting that a bond estimate be prepared. Would you please prepare a bond estimate and forward it to the Planning Board Office. We have set a public hearing on this matter for the first meeting in June and we would appreciate the bond estimate prior to that. Thank you for your assistance in this matter. If you have any questions, please don't hesitate to contact our office. Very truly yours, BENNETT ORLOWSKI, JR., CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Diane M.Schultze, Secretary encs. G~FFO(,Y,, ~,ti T ~ ~•LD s ~~ol Y Southold, N.Y. 11971 (516) 765-1938 May 6, 1986 Mr. Henry E. Raynor, Jr. 320 Love Lane Mattituck,NY 11952 Re: Harbor View Dear Mr. Raynor: The following actions were taken by the Southold Town Planning Board, Monday, May 5, 1986. RESOLVED that the Southold Town Planning Board refer the final road and drainage plans for the subdivision of Harbor View to the Town Engineer for a bond estimate. Plans dated as last amended April 26, 1986. RESOLVED that the southold Town Planning Board refer the subdivision of Harbor View to the Town Board for a determination on the fee in lieu of land for park and playground, pursuant to Section 106-38-E of the Town Code. A public hearing will be set for the first Planning Board meeting in June. We will advise you of the date and time when same is set. If you have any questions, please don't hesitate to contact our office. Very truly yours, ~v~n.2tE 9rGo~crA~c.~,~'cx~x.,- BENNETT ORLOWSKI, JR., CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Diane M.Schultze, Secretary cc,uFFU(Kn P V~N ~ D Z T(k~ ~ LD w S ;dol. rb Y Southold, N.Y. 11971 (516) 765-1938 April 29, 1986 Mr. Raymond Jacobs Superintendent of Highway Peconic Lane Peconic, NY 11958 Re: Harbor View Subdivision Located at Mattituck Dear Mr. Jacobs: Enclosed, for your reivew, is a current final road and drainage plan for the above mentioned subdivision. This plan reflects the revisions requested by yourself and Jack Davis. Would you please advise us if this plan now meets with your approval. Thank you for your assistance in this matter. If you have any questions, please don't hesitate to contact our office. Very truly yours, ~..r,,c-~ ~y~biu9~= , Cytio~ BENNETT ORLOWSKI, JR., CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Diane M.Schultze, Secretary enc. PE ~UI F~LYna D T ~ LD ~ ~ S ~~L Y .~1 y~ Southold, N.Y. 11971 (516) 765-1938 April 29, 1986 Mr. John W. Davis Sterling Road Cutchogue, NY 11935 Re: Harbor View Dear Mr. Davis: Enclosed, for your review, is a final road and drainage plan for the above mentioned subdivision. This plan reflects the changes requested by yourself and Ray Jacobs. If you have any questions, please don't hesitate to contact our office. Very truly yours, BENNETT ORLOWSKI, JR., CHAIRMA SOUTHOLD TOWN PLANNING BOARD By Diane M.Schultze, Secretary enc. South 62 degrees 25'10" West State o ew York and bounded dill (l 350 feet; and (21 South 27 degrees and deac 'bed as follows: BEGIN- / 'r,/'I 34'50" East 768.00 feet to the NING at point formed by the ~ ~~-:i high water line of Great Peconic intersects of the Westerly aid9/ STATE OF NEW YORK l Bay; THENCE along the high of premise oC the State of Nap ~ 5`S; water line of Great Peconic Bay, York with e northerly line, f Wi}lis Creek and a dredged the Main Ro d, said point of$e- creck, in e general northwesterly ginning bein located at ,/she direction, the following 19 tie southeasterly orner of thelsub- line courses and distances- fL ject premisesa Crom sai~point -~TtIa.PLGI]Stc3VSCtri of Greenport, in South 45 degrees 44'55" West of beginnin RUNNING a81d (`.OUnty, being duly eWOrn, 88yE that he~8he 19 110.57 feet: f2) South 84 degrees THENCE alon the northerly 2o'ls" West 1os.66 Ceet: rat line oC Main Rua , So h 51 de- Principal Clerk of THE SUFFOLK TIMES, a Weekly North 74 degrees 09'00" West green 58'50" Wes 5 .16 feel to NewepapeL pubhahed at Gr9enpOK, in the Town 137.10 feet; r4~ South T2 degrees ]and of Chew; T NCE along 04'50" West 117.94 teen, ~Si said land of Chefv,-North 37 de- of Southold, County of Suffolk and State of New South 17 degrees 30'28" West green 54'20" We 01.61 Ceet to a3s1 rest: r6i Nnrtn So degrees toad of Pdce NeE along York, end that the Notice of which the annexed is lzss° west ala.7s sect; n~ land of Prir met lowing two a printed copy, has been regularly published in North 0 degrees 4718" East courses and distanc : Q! North 2uz,a6 feet; 133 Nnrtn s aegreea so aegree~ z4'3o° at zas.4o said Newspaper once each week for one 28'49" West 188.01 feek t91 feet; (21 6 degrees 0 '00" East weeks aUCCe881Ve1y, CORITenCing On the North `L degrees 50'U6" East 170.03 tot to land f Graff; 85.03 feet; 110) North 19 degrees THENC along land f Graff day Of May 1J_$.b 09'16"East 82.57 feeC; (111 North North 6 degrees 36' "East 8 degrees 09'00" Weal 98.08 feet: 98-4L fe to the land oft State 1121 North 20 degrees 35'40" of New (ork;THENCE aI gthe West 130.91 Ceet; (13) North 0 de- weater4y line oC land of the Late /y~~l „~6, green 92'55" East 90.96 feet: (141 of Nevis York, South 38 de ees li ~f~W ~ LEGAL NOTICE North 10 degrees 34'25" West 1'10"j East 310.49 feet Lo he Principal Clerk Notice of Hearing. 179.34 feet; 1151 North LS de- northerly side of Main Road ' `d NOTICE IS HEREBY GIVEN green 45'40" West 148.64 Feet; the%point or place of Beginni g. THAT pursuant to Section 276 II6) North 19 aegrees3T48"East G7fitaining 4.178 acres. ~ $yyOrn LO b8f0 R18 thla of the Town Law, Public Hear- 32.21 feet; f17) North 32 degrees -Any person desiring to be ings will be held by the Southold 4]'10" West 64.91 Ceet; f l8t ~eard on the above matters day Of ~ 19 l(, ' Town Planning Board at the North 12 degrees 00'59" West should appear at the time and ~p~fPl1f3L1C,$taMdAleYEtt Town Hall, Main Road,Southot<} 1'LI78tent;andtl9)Northa9de- placeabovespecified. $UffolkCOgntyl10.1849860 New York in said Town of tale Kress 43'14" West 38.71 feet to Dated May 19,1986 `~"7 ~flttr/J`=~,m ExDttCS fCbt88t~.y19 ~O 9th day of June, 1986 on the land now or formerly of William SOUTHOLD TOWN / (f uestion of the following: ~a. A. and Judith Macomber; PLANNING BOARD 7:30 p.m. Approval o~-the THF.NCF, along said last men- BF.NNF.TT ORLOWSKI.JR., ajor subdivision to be known as tloced land and along land now CHAIRMAN "Harbor View" located at Mat- or formerly of Mattituck House LTMy22-5255 tituck, in the Town of Southold, Movers, Inc. North 11 degrees County of Suffolk and State of 54'50" West 181.00 feet; New York and bounded and de- THENCE still along Land now or scribed as follows: -formerly of Mattituck House BEGINNING at a point on the Movers, Inc. and along land now southerly side of New Suffolk Av- or formerly of Howard B. and cone distant 110 feet easterly Mary Larsen North 12 degrees from the comet formed by thain- 40'50" West 400.04 feet; tersection of the southerly side THENCE still along land now or of New Suffolk Avenue with the, formerly of Howard B. and Mary easterly side of Deep Hole Drive, Larsen and along land mwor Cor- said point also being the north- marl y of Henry F. and Helen J. ~ easterly corner of land formerly Frerichs North 13 degrees 25'40" of Frank Zaleski, now or for- West 276.98 feet [o the souther- merly of Henry R. and Helen J. lyside of New Suffolk Avenue to Frerichs and from said point of the point or place of BEGIN- beginningrunning: LING.Containing 40 plus acres. THENCE along the southerly 7:45 p.m. Approval of a end- side of New Suffolk Avenue the meet to the minor subdiv lion of following two rnuraea and din- Frank Stillo located at Orient, Lances: (1) North 83 degrees thold, Cou y of Suf 11'30" Eaat 946.98 feet; and (2) lk and State of New ork and South 66 degrees 36'10" East b unded and descri d as fol- 525.59 feet to the high water lira to s: of Hall's Creek; THENCE along GINNING aft a southwest the high water line of said Hall's corn r of the he einafter de- Creek in a general southerly di- scrib d parcel th following 4 rection, the following 13 courses cours s and din nces from a and distances: (1) South 12 de- point n the no herly side of green 5T54" East 80.89 feet; (2) Main odd wher the same is in- South 4 degrees 41'39" Went tersec by th division line be- 137.43 feet; (3) South 2 degrees tween he eas rly aide of land 18'57" West 141:62 feet:(4) nowor rmerl off. Binzley and South 26 degrees 39'50" Weat the Wes erly ids of land now or 78.23 feet; (5) South 7 degrees formerly of eter Sledjeski: (1 12'27"East 102.14 feet;l6l South along sai d' ision line North 1 8 degrees 21'58" West 139.85 degree 3'1 "East 300.43 feet to feet; (7) South 31 degrees 14'46" land now formerly of Charles West 100.73 feet; l8)South 85 de- Rose; 121 a ?g said land South greed 26'12" West 28.02 feet; (91 79 degrees '40" East 30.20 feet booth 12 degrees 05'20" East (3t South 6 egress 10'20" East 100.50 feet (10)South 77 degreer 15'1.00 fee a d 14i North `2 de- 08'58" East 40.51 feet; (lUSouth s ~ green 3U l est 86 feet to the 14 degrees 56'29" East 214.03 4rue point r ace of beginning feet; (12)South 20 degrees 58'21" RUNNI G HENCE along West 51.85 feet; and (13) South the oasterl sid of land now or 9 degrees 45'58" East 60.08 feet formerly o Cha es Rose, North o land now or formerly of Fred 2 degrees' 0'20" est 900 feet to and Rosemary S. Morita the H.W. of Lon stand Sound; ENCE along said last men- RUNNIN THEN 'along said boned land North S7 degrees High Wa er Line o a tie line 0T50"West 286.44 feet toapoint South T degrees 4 '00" East at the easterly terminus of a car- 233.x9 t et to the wen rly side - fain 50' right-of--way and the of land now or form rly of northeasterly corner of land now Nichols Yappas; T NCE orformerly of Thomas H. and Au- along ~ id side South 7 de roes dray B. Witschi, formerly of H. 03'00" ant 827.71 feet to nd Alvin Smith and Dorothy R. now o formerly of Peter S ed- Smith; THENCE along said last jeski; nd THENCE along said mentioned land the following land oath 87 degrees 29'40" two courses and distances (11 3 West 88.76 Ceet to the point or 31 degrees 0730" Weat 114.12 place f BEGINNING. Contain- ~Ifeet and (2) South 62 degrees ing 5 Gres. :25'20" Weat, 119.14 feet to land 8:0 p.m. Approval of the now er-formerly of Martin and mino subdivision to be known Alma Suter;THENCE along said as s" located last mentioned land the follow- at Ma tituck, in the Town of ng two courses and distances: (1) Southo d, County of Suffolk and n i ~ YOUNG 4h YOUNG AP ~ 2 9 400 OSTRANDER AVENUE RIVERHEAD, NEW YORK iigot 6169E7-8908 ALDEN W. YOUNG HOWARD W. YOUNG Poofee.iorial Engvwr 1F Ism Sucveyoc [dam ~Y~ P.pril. 28 ,1986 CONFORTI & REAhE,ESG~S. '7~9 East Main Street Riverhead,N.Y. 11901 Attn: JOHN STROH,ES~. Re: MAP OF "HARBOR VIEW" Dear John: EhcloseA herewith are 14 sets of the Final Roan & Drainage P].an & 14 copies of the Final Map of the above captioned. The maps have been amended to show; 1, Meadow Beach Lane pavement to be ?_8' wide, to indicate two Catch Basins at it's terminate and two Catch Basins at it's intersection New Suffolk Avenue. 2, additional fire hydrants anA to relocate the water main along New Suffolk Avenue. 3. test hole Aug in north west drainage area and to show 15' easement along west property line. Very truly yours, Howara W. Young HWY Encl. „ _ _ _ _ --r- ~,~FFQ1,Y~ rr~'~~i o~4xD TO~i 'cS0 LD SL~~F,f~I: T Y Ol;~b Southold, N.Y. 11971 (516) 765-1938 April 16, 1986 Thomas Gill Attorney at Law ATTN: Beverly Smith P.O. Drawer 1269 Southampton, NY 11968 Re: Harbor View Dear Mrs Smith: In accordance with you request, enclosed herewith is a copy of the decision from the Board of Appeals for the above mentioned subdivision. In review of the Planning Board file, I do not have a copy of the DEC approval. If you have any questions, please don't hesitate to contact our office. Very truly yours, BENNETT ORLOWSKI, JR., CHAIRMAN SOUTHOLD TOWN PL'ANN~IN^G BOARD By Diane M.Schultze, Secretary enc. ( ~ ~ . Public Works Department APR j ~ jig Town of Southold Peconic Lane Peconic, N.Y. 11958 RAYMOND L. JACOBS Te1.765-3140 Commissioner 734-5211 April l1, I986 Mr. Bennett Orlowski, Chairman Southold Town Planning Board Main Road Southold, New York 11971 Re: Harbor View at Mattituck Dear Mr. Orlowski: Enclosed is a copy of the changes I suggested to which Mattituck Harbor Associates has agreed. Respect lly, C/ Raymo L. Jacobs Superintendent of Highways RLJ/plm Encs. C ONFO RTI CORDON REALE SC SHENN ATTORNEYS AT LAW PNTHONY T. CONFORTI P' BOX 149 LrNNE H. CORDON 739 EAST MAIN STREET R. EDWARD REALE RAT RicE DOwD sHe NN RIVERHEA DI NEW YORH 11901 (516) T2T-310T NAT H LEEN F gCH WART2 April 9, 1986 Ray Jacobs, Superintendent of Highways Town of Southold Town Hall Main Road Southold, NY 11971 Re: Harbor View at Mattituck Dear Mr. Jacobs: The undersigned, as the principals and general partners of the legal entities now in title to the above premises and proposed subdivision, agree to and accept the following additions and changes in the proposed major subdivision map now before the Southold Town Planning Board. 1. Meadow Beach Lane to be 28 feet wide. That width is currently reflected on the updated map. Missing from that map is the depiction of two catch basins, one to be located at the intersection of New Suffolk Avenue and Meadow Beach Lane and the other to be shown at the intersection of Meadow Beach Lane and the Witschie's northerly property line. A supplemental plan showing those catch basins will be submitted. 2. Water Main & Fire Hydrants - the construction of two additional fire hydrants, one by Lot No. 10 and the second on New Suffolk Avenue at Lot No. 40. The water main currently shown as running along New Suffolk Avenue will, instead, be constructed on the above premises inside the existing privet hedge. 3. Test Hole & Easements Extension - A test hole will be dug in the northwest discharge basin to determine the presence or absence of sand. If additional sand is required, same will be provided. The 15 foot easement at the CON FOR'II GOR DON REALE $c SHENN Mr. Roy Jacobs Page Two April 9, 1986 . intersection of New Suffolk Avenue will be extended and continued to allow the access discussed with Mr. Henry Raynor. 4. Hall Creek Drive - Privet hedges currently existing which create a condition hazardous to ingress or egress will be removed per your instructions. Finally, permission is hereby granted for you to enter the above premises for the purpose of reopening the existing drainage lines. This letter is acknowledged and submitted pursuant to your instructions and with the expectation that you will immediately advise the Planning Board that all requirements of your Department have been satisfied. Thank you for your time and consideration. Yours very truly, MATTITUCK HARBOR ASSOCIATES ~r...t~.._~ ' C.~~'~_ By: ANTHONY fi',/ CONFORT7/ General Partner B Y VIEW VENTURES, LTD. By: T OMAS E. GILL Vice President cc: Planning Board of the Town o£ Southold Henry Raynor Howard Young • CONFORTi GORDON REAL a4c SHENN STATE OF NEW YORK), ss.: COUNTY OF SUFFOLK) On the ~ day of. April, 1986, before me personally came ANTHONY T. CONFORTI, to me known to be the General Partner of MATTITUCK HARBOR ASSOCIATES, the limited partnership mentioned and described in and which executed the foregoing instrument, and the said general partner duly acknowledged to me that he executed said instrument for and on behalf of and with the authority of said partnership for the uses and purposes therein men~tioned. /Ze-2er~a~ ,/Y, Notary Public THERESA FL RUTKOWSKI STATE OF NEW YORK ) NOTARY PUBLIC, Stets of New Yot1t s s Na 4672211, Suffolk Caxdy COUNTY OF SUFFOLK) Term Expires klalefi'~'4~ ~9 3~, ~9J'~' On the 9 ~ day of April, 1986, before me personally came THOMAS E. GILL to me known, who, being by me duly sworn, did depose and say that he resides at 365 County Road 39, Southampton, New York 11968 and that he is the Vice President of BAY VIEW VENTURES, LTD., the corporation described in and which executed the ~for~egoi~ng instrument. iE~u`µ-~J Notary P bl ~ ~ ~a a of New Yatlc Na 47034$5, Suf(aik Counry~ Commission fapires Much 30, _ _ - APR 10 1986 ~ CONFORTI CORDON REALE & SHENN ATTORNEYS AT LAW ANTHONY T. CONFORTI CP O. BOX 14'9 IYN NE M. OORDON 7.`j9 i:A ST MAIN STREET P. EDWARD REALE PATRICE DOWD SHENN RIVERHEAD~ NEW YORX 11901 MAT NLEEN F. SCMWARTZ (51~) 727-310'1 April 9, 1986 Ray Jacobs, Superintendent of Highways Town of Southold Town Hall Main Road Southold, NY 11971 Re: Harbor View at Mattituck Dear Mr. Jacobs: The undersigned, as the principals and general partners of the legal entities now in title to the above premises and proposed subdivision, agree to and accept the following additions and changes in the proposed major subdivision map now before the Southold Town Planning Board. 1. Meadow Beach Lane to be 28 feet wide. That width is currently reflected on the updated map. Missing from that map is the depiction of two catch basins, one to be located at the intersection of New Suffolk Avenue and Meadow Beach Lane and the other to be shown at the intersection of Meadow Beach Lane and the Witschie's northerly property line. A supplemental plan showing those catch basins will be submitted. 2. Water Main & Fire Hydrants - the construction of two additional fire hydrants, one by Lot No. 10 and the second on New Suffolk Avenue at Lot No. 40. The water main currently shown as running along New Suffolk Avenue will, instead, be constructed on the above premises inside the existing privet hedge. 3. Test Hole & Easements Extension - A test hole will be dug in the northwest discharge basin to determine the presence or absence of sand. If additional sand is required, same will be provided. The 15 foot easement at the L' l'~~ 4-~-~ r• ~ ` CONFOR]'I CORDON REALE Rc SXENN Mr. Roy Jacobs Page Two April 9, 1986 intersection of New Suffolk Avenue will be extended and continued to allow the access discussed with Mr. Henry Raynor. 4. Hall Creek-Drive - Privet hedges currently existing which create a condition hazardous to ingress or egress will be removed per your instructions. Finally, permission is hereby granted for you to enter the above premises for the purpose of reopening the existing drainage lines. This letter is acknowledged and submitted pursuant to your instructions and with the expectation that you will immediately advise the Planning Board that all requirements of your Department have been satisfied. Thank you for your time and consideration. Yours very truly, MAT~TiITUCK HARBOR ASSOCIATES ~ i By: ANTHONY CONFORT General Partner ~A /VIEW IV//~{ENy/`,//TU~RES, LTD. By: HOMAS E. GILL ~ Vice President cc: Planning Board of the Town of Southold Henry Raynor Howard Young _ CONFORi] CORDON REALE Ac SHENN STATE OF NEW YORK) ss.. COUNTY OF SUFFOLK) On the ~ day of April, 1986, before me personally came ANTHONY T. CONFORTI, to me known to be the General Partner of MATTITUCK HARBOR ASSOCIATES, the limited partnership mentioned and described in and which executed the foregoing instrument, and the said general partner duly acknowledged to me that he executed said instrument for and on behalf of and with the authority of said partnership for the uses and purposes therein mentioned. Notary Public THERESA H. RUTKOWSKI STATE OF NEW YORK ) NOTARY PUBLIC, ShtE Of New Yodt s s Na X672277, Suffolk Oounly ~ic 3! / COUNTY OF SUFFOLK) Ted ExOI~ A 9$~' On the day of April, 1986, before me personally came THOMAS E. GILL to me known, who, being by me duly sworn, did depose and say that he resides at 365 County Road 39, Southampton, New York 11968 and that he is the Vice President of BAY VIEW VENTURES, LTD., the corporation described in and which executed the foregoing instrument. Notary Public CONFORTI CORDON REALE Sc SI'LENN ATTORNEYS AT LAW ANTHONY T. CONFORTI P. O. BOX 149 Lr NNE m. GowooN 739 EAST MAIN STREET P. EDWARD REALE PATRIGe DoWD SHENN RIVERHEAD~ NEW YORK 11901 NAT HLEEN F. SCHWART2 (516) 727-3107 March 18, 1986 Bennett Orlowski, Jr., Chairman Planning Board of the Town of Southold Main Road Southold, NY 11971 Re: Map of Harbor View Dear Per. Orlowski: I am enclosing herewith 12 prints of the final road and drainage plans with respect to the above captioned sub- division. It is respectfully requested at this time that a public hearing be scheduled for final approval of the map. Yours very truly, CONFORTI, CORDON, REALE & SHENN u~ . ANTHONY T. ONFORT~!'C!~~ ATC/thr Enclosures cc: Thomas E. Gill, Esa. i ~ a~FFn(/~ P ~~NI, 0^' D T~~w g LD S F:~L Y al ~ Southold, N.Y. 11971 (516) 765-1938 December 11, 1985 Mr. Anthony T. Conforti Conforti and Reale Attorneys at Law 739 East Main Street Riverhead, NY 11901 Re: Harbor View Subdivision Dear Mr. Conforti: The following action was taken by the Southold Town Planning Board, Friday, December 6, 1985. RESOLVED that the Southold Town Planning Board grant a 90 day extension on the filing of the final map for the major subdivision of Harbor View pursuant to the request of the attorney for the applicant in order that the Health Department approval may be secured. If you have any questions, please don't hesitate to contact our office. Very truly yours, BENNETT ORLOWSKI, JR., CHAIRMAN ~ SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze,Secretary • ~ ~ CONFORTI Sc REALE wT-roRNEVS nT Law ANTHONY T. CONFORTI 439 EAST MAIN STREET LVDIA J. RUFFOLO P. EDWARD REALE RtVERHEAD, NEW YORK 11901 oP COUNSEL KATHLEEN F. SCHWARTZ 616-724-3 t04 December 3, 1985 Mr. Bennet Orlowski, Jr., Chairman Southold Town Planning Board Town Hall 1985 Main Road 1~1F Southold, NY 11971 Re: Proposed Subdivision of Harbor View Dear Mr. Orlowski: Supplementing my letter of November 25, 1985, in which , we failed to request a time period for the extension on behalf of the applicant, it is requested that the board extend our time to file final maps for an additional 90 days. Thank you for your attention to this matter. Very truly yours, ANTH CONF TI ATC/trh n~N~ « LAW OFFICE MAR 151984 ANTHONY T. GONFORTI P. EDWARD REALE 739 EAST MAIN STREET LYDIA J. RUFFOLO RIVERHEAD. NEW YORK 11901 OF COUNSCL 616-]27-3107 March 14, 1984 Henry Raynor Chairman Southold Town Planning Board Southold Town Hall Southold, New York 11971 Re: Bayview Ventures Ltd. - Harbor View Subdivision Dear Mr. Raynor: It is requested that a public hearing regarding the above proposed subdivision be scheduled for a date certain so that the prerequisites to final approval can be completed. It is further requested that the following matters be brought to the attention of the Planning Board: 1. Health Department approval: The maps, as last presented to the Board, do not contain Health Department approval due to a pending variance hearing which will deal with the issue of waste disposal. It is anticipated that a resolution of that issue will be forthcoming this month and, in any event, should not be an impediment to the scheduling of a public hearing as requested above. 2. Water Treatment Facility and Park Fee: The water treatment facility as proposed has received Health Department approval and will occupy Lots 1 and 2 , as indicated on the maps last submitted. In view of the costs of that facility ($325,000) and the area set aside for it (over two acres), it is now requested that the Board will accept the unimproved area around the water supply building in lieu of the park fee. It is hoped that an April date can be given for the requested public hearing. If there is anything further that is required prior to scheduling the requested hearing, kindly advise the undersigned. Thank you for your continued cooperation this matter. Yours ery truly, J n ATC:lme ANTHONY T. ORTI _ SCHEDULE A .iLL that certain plat, piece or parcel of land situate, lying and being at Mattituck, in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the southerly side of New Suffolk Avenue distant 110.00 feet easterly from. the corner formed by the intersection oY_ the southerly side cf New Suffolk Avenue with the easterly side of Deep P.o?e Drive, said point also being the northeasterly corner of land for_~aerly of Frank Zaleski, row or formerly of Henry F. and Helen J. Frerichs and from said point of beginning running THENCE along the southerly side of New Suffolk Avenue the following ~.wo courses and distances: (1) North 83° 11' 30" East 996.98 feet; and (2) South 66° 36' 10" East 525.59 feet to the high water line of Hall's Creek; THENCE along the high water line of said Hall's Creek i.n a general southerly direction, the following 13 courses and distances: (1) Soul; 12° 57' S4" East 80.89 feet; (2) South 9° 41' 39" West 137.43 feet; (3) South 2° 18' S7" West 141.62 feet; (4) South 26° 39' S0" West 18.23 feet; (5) South 7° 12' 27" East 102.14 feet; (6) South 8° 21' S8" West 139.85 feet; (7) South 31° 14' 45" West 100.73 feet; (8) South d5° 25' 12" West 28.02 feet; (9) South 12° OS' 20" East 100.50 feet; (1.0) South 77° 08' S8" East 40.51 feet; (11) South 14° 56' 29" East 214.03 feet; (12) South 20° 58' 21" West 51.85 feet; and (13) South 9° 45' 56" East 60.08 feet to land now or formerly of Fred G. and Rosemary S. Moritt; THENCE along said last mentioned land North 87° 07' S0" West 286.44 feet. to a point at the easterly terminus of a certain 50 foot right-of-way, and the northeasterly corner of land now or formerly of Thomas H. and Audrey B. Witschi, formerly of H. Alvin Smith and Dorothy R. Smith; THENCE along said last mentioned land the following two courses and distances: (1) South 31° 07' 30" West 114.12 feet; and (2) South 62° 25' 10" West 119.14 feet to land now or formerly of Martin and Alma Suter; THENCE along said last mentioned land the following two courses and distances: (1) South 62° 25' 10" West 350.00 feet; and (2) South 27° 34' S0" East 768.00 feet to the high water line of Great Peconic Bay; THENCE along the high water line of Great Peconic Bay, Willis Creek an3 a dredged creek, in a general northwesterly direction, the following 19 tie line courses and distances: (1) South 45° 44'.55" West 110.57 feet; (2) South 84°-20' 16" West 106.6.6 feet; (3) North 74° 09' 00" West 137.10 feet; (4) South 72° 04' S0" West 117.99 feet; (5) South 17° 30' 28" West 43.51 feet; (6) North 50° 12' 35" West 219.76 feet; (7) North 0° 47' 18" East 202.06 feet; (8) North 6° 28' 49" west 188.01 feet; North 2° 50' 06" East 85.03 feet; (10) North 19° 09' 16" East 82.57 t feet; (11) North 8° 09' 00" West 98.08 feet; (12) North 20° 35' 09" We-.~ 130.91 feet; (13) North 0° 32' S5" East 90.96 feet; (14) North 10° 34' 25" West 179.34 feet; (15) North 18° 45' 90" West 148.64 feet; (16) North 19° 37' 46" East 32.21 feet; (17) North 32° 41' 10" West 64.91 feet; (18) North 12° 00' S9" West 121.78 feet; and (19) North 49° 43' 14" West 38.71 feet to land now or formerly of William A. and Judith P4acomber; THENCE along said last mentioned land and along land now or formerly of Mattituck House Movers, Inc. North 11° 54' S0" West 181.00 feet; THENCE still along land now or formerly of Mattituck House Movers, Inc:, and along land now or formerly of Howard B. and Mary Larsen North 12° 40' S0" West 400.02 feet; THENCE still along land now or formerly of Howard B. and Mary Larsen and along land now or formerly of Henry F. and Helen J. Frerichs North 13° 25' 40" West 276.98 feet to the southerly side of New Suffolk Avenue at the point or place of BEGINNING. TOGETHER with and subject to rights of way contained in the deeds recorded in Liber 3205 cp 327, Liber 7577 cp 505, Liber 3205 cp 284 end • ~ ;APR "1 l~ SUFFD~K~ o~~ ~ ~ Southold Town Board of Appeals o~ 'y.~ol MAIN ROAD -STATE ROAD 25 SOUTHOLD. L.I., N.Y. 11971 TELEPHONE (516) 765-1809 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 3382 Application Dated July 11, 1985 (Health Department approval 1/9/86) TO: Anthony T. Conforti, Esq. as Attorney {Appellan*_(s)] for MATTITUCK HARBOR ASSOCIATES 739 East Main Street Riverhead, NY 11901 At a Meeting of the Zoning Board of Appeals held on February 6, 1986, the above appeal was considered, and the action indicated below was taken on your ~ ] Request for Variance Due to Lack of Access to Property New York Town Law, Section 280-a [ ] Request for Special Exception under the Zoning Ordinance Article , Section [X] Request for Variance to the Zoning Ordinance Article III Section 100-31, Bulk Schedule [ ] Request for Application of MATTITUCK HARBOR ASSOCIATES and BAY VIEW VENTURES (a/k/a HARBOR VIEW), or a arlance to t e oning r lnance, rtlc e III, Section 100-31, Bulk Schedule, for approval of insufficient upland area of four lots in this pending major subdivision located at the South Side of New Suffolk Avenue, (110±1.f. east of Deep Hole Drive), Mattituck, NY; Suffolk County Tax Map District 1000, Section 115, Block 17, Lot 17. This is an Appeal wherein the Appellant requests a Variance from the provisions of the Zoning Code as it relates to the deter- mination of the area of a lot. Appellant is the owner of a parcel of land on the south side of New Suffolk Avenue at Mattituck, New York, lying east of Deep Hole Drive. The parcel contains a total of 49.140 acres, more or less, and is identified on the Suffolk County Tax Maps as District 1000, Section 115, Block 17, Lot 17. Appellant has filed an application with the Planning Board of the Town of Southold for the approval of a subdivision of the premises. All of the lots shown on the proposed subdivision map exceed 40,000 sq. ft. in area which is the minimum required lot size with respect to this subdivision. However, a portion of four of the lots (13, 22, 31 and 32) consists of wetlands. The Planning Board has required that the portion of each of said lots comprising of wetlands be excluded in the determination of lot area as a result of which the four lots in question would have an area of less than 40,000 square feet. The Appellant, in addition to his formal appeal, has submitted a Brief in which two recent New York cases have been cited, to wit: Bloom v. Town Board of the Town of 0 ster Ba 32 NY2d 930, 347 NYS2d 197 -1973 and Ashman v. Edwards, et al. AD 2d 923 (1982) as authority for the proposition that a Planning Board has no authority to exclude (CONTINUED ON PAGE TWO) C~'U DATED: April 5, 1986. CHAIRMAN, SOUTHOLD TOWN ZONING BOARD OF APPEALS Form ZB4 irev. 12/81) Page 2 - Appeal No. 3382 Matter of MATTITUCK HARBOR ASSOCIATES Decision Rendered February 6, 1986 wetlands and other nonbuildable area in the determination of the lot areas. This Board has reviewed this matter with the Town Attorney, who has advised this Board that under the authority of the above cited cases, the wetlands much be included in determining the lot area of each lot. This Board is in accord with the Town Attorney's opinion, and accordingly, determines that in considering the lot area of the four lots in question, the wetlands mugilr be included in the determination of such area. Now, therefore, on motion by Mr. Grigonis, seconded by Mr. Goehringer, it was RESOLVED, the the wetlands area be included in the determination of the lot area of the four lots in question as applied under Appeal No. 3382 in the Matter of MATTITUCK HARBOR ASSOCIATES. Vote of the Board: Ayes: Messrs. Goehringer, Grigonis, Doyen and Sawicki. (Absent was: Robert J. Douglass). This resolution was duly adopted. 1k ~GER, I M April 5, 1986 JUL 2 41984 ~ ~ ~ ~ Phone xse.sesa MATTITUCK FIRE DISTRICT MATTITUCK. LONG ISLAND. N. Y. 11952 July 23, 1984 Mr. Bennett Orlowski, Chairman Southold Town Planning Board Southold, N.Y. 11971 Re: Harbor View Subdivision, Mattituck, N.Y. Dear Sir: In reviewing the water supply facilities of the Harbor View Subdivision the Board of Fire Commissioners of the Mattituck Fire District find that the Yard Hydrants, as described, are totally unacceptable for our purposes. To bring this water system within the Mattituck Fire Departmentls needs a 6'I main is required throughout the entire subdivision and all fire hydrants should be the standard hydrant with one 4~" outlet and two 211 outlets with shutoff valves. 350 GPM will be rquired for the first hour and 300 GPM will be required after that at all hydrants. In addition, it is requested that two additional hydrants be installed, one on New Suffolk Avenue at lot 40 and one on Willis Creek Drive at lot 10. Please contact Mr. Carl E. Steller for any other information you may require. Cordially, o , et. attituck re Dist. n ~ ~ • LEGAL NOTICE Notice of Hearing NOTICE IS HEREBY GIVEN THAT pursuant to Section 276 of the Town Law, Public Hearings will be held by the Southold Town Planning Board at the Town Hall, Main Road, Southold, New York in said Town of the 9th day of June, 1986 on the questio of .the following: 7:30 p.m. Approval of the major subdivision to be known as "Harbor View" located at Mattituck, in the Town of Southold, County of Suffolk and State of New York and bounded and described as follows: BEGINNING at a point on the southerly side of New Suffolk Avenue distant 110 feet easterly from the corner formed by the intersection of the southerly side of New Suffolk Avenue with the easterly side of Deep Hole Drive, said point also being the northeasterly corner of land formerly of Frank Zaleski, now or formerly of Henry R. and Helen J. Frerichs and from said point of beginning running: THENCE along the southerly side of New Suffolk Avenue the following two courses and distances: (1) North 83° 11'30" East 946.98 feet; and (2) South 66°36'10" East 525.59 feet to the high water line of Hall's Creek; THENCE along the hgih water ilne of said Hall's Creek in a general southerly direction, the following 13 courses and distances: (1) South 12°57'54" East 80.89 feet; (2) South 4°41'39" West 137.43 feet; (3) South 2°18'57" West 141.62 feet; (4) South 26°39'50" West 78.23 feet; (5) South 7°12'27" East 102.14 feet; (6) South 8°21'58" West 139.85 feet; (7) r South 31°14'45" West 100.73 feet; (8) South 85°25'12" West 28.02 feet; (9) South 12°05'20" East 10.0.50 feet; (10) South77°08'58" East 40.51 feet; (11) South 14°56'29" East 214.03 feet; (12) South 20°58'21" West 51.85 feet; and (13) South 9°45'56" East60 .08 feet to land now or formerly of Fred G. and Rosemary S. Moritt; THENCE along. said last mentinoed land ..North 87°07'50"- West 286.44 feet to a point at the easterly terminus of a certain 50' right-of-way and the northeasterly corner of land now or formerly of Thomas H. and Audrey B. Witschi, formerly of H. Alvin Smith andDorothy R. Smith; THENCE along ~a said last mentioned land the following two courses and distances (1) S 31°07'30" West 114.12 feet; and (2) South 62°25'20" West, 119.14 feet to land now or formerly of Martin and Alma Suter; THENCE along siad last mentioned land the following two courses and distances: (1) South 62°25'10" West 350 feet; and (2) South 27° 34'50" East 768.00 feet to the high water line of Great Peconic Bay; THENCE along the high water line of Great Peconic Bay, Willis Creek and a dredged , in a general northewesterly direction, the following 19 tie line courses and distances (1) South 45°44'55" West 110.57 feet; (2) South 84°20'16" West 106.66 feet; (3) North 74°09'00" West 137.10 feet; (4) South 72 °04'50" West 117,.94 feet; (5) South 17°30'28" WEst 43.51 feet; (6) North 50° 12'35" West 214.76 feet; (7) North 0°47'18" East 202.06 feet; (8) North 6°28'49" West 188.01 feet; (9) North 2°50'06" East 85.03 feet; (10) North 19°09'16" East 82,57 feet; (11) North 8°09'00" West 98.08 feet; (12) North 20°35'40" West 130.91 feet; (13) North 0°32'55" East 90.96 feet; (14) North 10°34'25" West 179.34 feet; (15) North 18°45'40" West 148.64 feet; (16) North 19°37' 46" East 32.21 feet (17) North 32°41'10" West 64.91 feet; (18) North 12°00'59" West 121.78 feet; and (19) North 49° 43'14" West 38.71 feet to land now or formerly of William A. and Judith Macumber; THENCE along said last mentioned land and along land now or formerly of Mattituck House Movers, Inc. North 11°54'50" West 181.00 feet; THENCE still along land now or formerly of Mattituck House Movers, Inc. and along land now or formerly of Howard B. and Mary Larsen North 12°40'50" West 400.04 feet; THENCE still along land now or formerly of Howard B. and Mary Larsen and along land now or formerly of Herny. F. and Helen J. Frerichs North 13° 25'40" West 276.98 feet to the southerlside of New Suffolk Avenue to the point or place of BEGINNING. Containing 4v± acres. 7•.45 P•m. Approval of amendment to the minor subdivision of Frank Stillo located at Orient, Town of Southold, County of Suffolk and State of New York and bounded and described as follows: BEGINNING at the southwest corner of the hereinafter described parcel the folloiwng 4 courses and distances from apoint on the northerly side of Main Road where the same is intersected by the division line between the easterly side of land now or formerly of C. Binzley and the westerly side of land now or formerly of Peter Sledjeski: (1) along said division line North 1°3'10" East 300.43 feet to land now or forermly of Charles Rose; (2) along said land South 79°02'40" East 30.20 feet (3) South 67°10'20" East 152.00 feet and (4) North 2°30'20" West 66 feet to the true point or place of beginning RUNNING THENCE along the easterly side of land now or formerly of Charles Rose, North 2°30'20" West 900 feet to the H.W.L. of Long Island Sound; RUNNING THENCE along said High Water Line on a tie line South 73°48'00" East 233.49 feet to the westerly side of land now or formerly of Nicholas Pappas; THENCE along said side South 7°03'00" East 827.71 feet to land now or formerly of-Peter Sledjeski; and THENCE along said land South 87°29'40" West 286.76 feet to the point or place of BEGINNING. Containing 5 acres. _ _ - - 8:00 P•m. Approval of the minor subdivision to be known as "Sunbow Associates" located at Mattituck, in the Town of Southold, County of Suffolk and State of New York and bounded and described as follows: BEGINNING at a point formed by the intersection of the Westerly side of premises of the State of New York with the northerly line of the Main Road, said point of beginnig being located at the southeasterly corner of the subject premises and from said point of beginning; RUNNING THENCE along the northerly line of Main Road, South 51°58'50" West, 507.16 feet to land of Chew; THENCE laong siad land of Chew, North 37°54'20" West 401.61 feet to land of Price; THENCE along land of Price the following two courses and distances: (1) North 60°24'30"East 246.40 feet; (2) 65°05'00" East 170.03 feet to land of Graff; THENCE along land of Graff North 61°36'50" East 98.42 feet to the land of the State of New York; THENCE along the westerly line of land of the State of New York, South 38°1'10" East 310.49 feet to the northerly side of Main Road and the point or place of Beginning. Containing 4.176 acres. Any person desiring to be heard on the above matters should appear at the time and place above specified. Dated May 19, 1986 BENNETT ORLOWSKI, JR., CHAIRMAN SOUTHOLD TOWN PLANNING BOARD BENNETT ORLOWSKI, JR., CHAIRMAN Please publish one time, May 22,1986, and forward three (3) affidavits of publication to the Southold Town Planning Board, Main Road, Southold, NY, 11971 Copies. mailed to the following 5/20/86: Suffolk .limes John DeReeder Long Island Traveler Watchman Supervisor Murphy Henry E. Raynor, Jr. William Price, esq. TOWN CLERK _ ' 9offolk Coeary, New York b • 'ioo-~1 ~0 Southold, N. Y. 119?]~~~19 - I OF ~o ew Dollars $17 M Judi T. z n Cl ~ LEGAL NOTICE Notice of Hearing NOTICE IS HEREBY GIV- COUNTY OF SUFFOLK ss: EN that pursuant to Section 276 STATE OF NEW YORK of the Town Law, Public Hear- ingswill be held by the Southold Town, Planning Board at [he - Town Ha11, Main Road, Patricia .Wood, being duly sworn, says that she is the Southold, New York, in said Editor, of THE LONG ISLAND TRAVELER-WATCHMAN, Town on the 9th day of June, 1986 on the question of the a public newspaper printed at Southold, in Suffolk County; ",{ollowing: and that the notice of which the annexed is a printed copy, 4~ 7:3op.m.Approvalofthema- has been published in said Long Island Traveler-Watchman jor subdivision [o be known as `•Harbor View" located at Mat- once each week for weeks tituck, in the Town of Southold, County of Suffolk and State of successively, commencing on the New York and bounded and described as follows: BEGINNING at a point on day of . 19 . the southerly side of New Suf- folk AVenue distant 110 feet . _ easterly from [hecotaerform- ~ ed by the intersection of the southerly side of New Suffolk Avenue with the easterly side of n~ Deep Hole Drive, said point also being the northeasterly corner Sworn to before me this 3 day of of land formerly of Frank 7aleski, now or formerly of Henry R. and Helen J. Frerichs • • • ~ ~ ~ ~ ~ ~ ~ • • ~ / • • • ~ ~ ~ 9 ~6 and from said point of beginn- ing running: THENCE along [he souther- ly side of New Suffolk Avenue the following two courses and ~~~x~,~;~-~i~._ • distances: (1)NOrth 83° 1!' 30" Notary Public East 946.98 feet; and (2) South 66° 36' 10" East 525.59 feet to BARBARA FORBES the high water line of Hall's Notary Yublig State of New York Creek; No. 4806846 THENCE along the high llaalificd in Sutfo;k County water line of said Hall's Creek Commi:=sion Expires Q~~/ lg ~P in a general southerly direction, the following 13 courses and distances: (p South /2° 5T 54" East 80.89 feet; (2) South 04° 4]' 39" West 137.43 feet; (3) South 02° !8' S7" West 141.62 feet; (4) South 26° 39' S0" Wes[ 78.23 feet; (5) South 07° 12' 27" East 102.14 feet; (6) South 08° 21' J8" West 139.85 feet; (7) South 3/° l4' 4J" West 100.73 feet (8) South 85° 25' 12" West 28.02 feet; (9) South 11 ° OS' 10"East 100.50 feet; (10) South 77° OB' S8" East 40.51 feet; (1l) South 14° 56' 19" East 214.03 feet; (12) South 20° 58' 21" West 51.85 feet; and (13) South 09° 45' S6" East 60.08 feet to ~ _ ' land now or formerly of Fred G. l and Rosemary S. Montt; THENCE along said last men- boned land North 87° 0T SO" West 286.44 feet to a point at the easterly terminus of a certain 50'right-of-way and the north- easterly corner of land now or formerly of Thomas H. and Audrey B. Witschi, formerly of H. Alvin Smith and Dorothy R. Smith; THENCE along said last mentioned land the following two courses and distances (1) S. 3/° 07' 30" West 114.12 feet; and (2) South 62° 15' 10" West, 119.14 feet to land now or formerly of Martin and Alma Suter, THENCE along said last mentioned land the following two courses and distances: (1) South 62° 25' 10" West 350 feet; and (2) South 17° 34' S0" East 768.00 feet to the high water line of Great Peconic Bay; THENCE along the high water line of Great Peconic Bay, Willis Creek and a dredged, in a general northwesterly direction the following 19 tie line courses and distances: (1) South 45° 44' SS" West 110.57 feet; (2) South 84° 20' 16" West 106.66 feet; (3) North 74° 09' 00" West 137.10 fee[; (4) South 72° 04' S0" West 117.94 feet; (5) South " !7° 30' 28" West 43.51 feet; (6) North 50° 11' 35" Wes[ 2(4.76 feet; (7) North 00° 4T 18"East 202.06 feet; (8) North 06° 28' 49" West 188.01 fee[; (9) North 02° JO' 06" East 85.03 feet; (10) North 19° 09' /6" East 82.57 feet; (11) North 08° 09' 00" West 98.08 feet; (12) North 20° 35' 40" West 130.91 feet; (13) North 00° 32' S5"East 90.96 feet; (14) North !0° 34' 25" Wes[ 179.34 feet; (IS) North 18° 45' 40" West 148.64 feet;(16) North /9° 37' 46" East 32.21 feet (17) North 32° 4/' /0" West 64.91 feet; (18) North 12° 00' S9" West 121.78 fee[; and (19) North 49° 43' /4" West 38.71 Feet [o land nnw nr fnrmrrly of formerly of Martin and Alma Suter; THENCE along said last mentioned land the following two courses and distances: (1) South 61 ° 25' !0" West 350 feet; and (2) South 27° 34' SO" East 768.00 feet to the high water line of Great Peconic Bay; THENCE along the high water line of Great Peconic Bay, Willis Creek and a dredged, in a general northwesterly direction the following 19 tie line courses and distances: (I) South 45° 44' SS" West 110.57 feet; (2) South 84° 20' 16" West 106.66 feet; (3) North 74° 09' 00" West 137.10 feet; (4) South 72° 04' S0" West 117.94 feet; (5) South = 17° 30' 28" West 43.51 feet; (6) North SO° /1' 35" West 214.76 feet; (7) North 00° 47' /8"East 202.06 feet; (8) North 06° 18' 49" West 188.01 feet; (9) North 02° SO' 06" East 85.03 feet; (10) North 19° 09' l6" East 82.57 feet; (11) North 08° 09' 00" West 98.08 feet; (12) North 20° 35' 40" West 130.91 feet; (13) North 00° 32' SS"East 90,96 feet; (14) North /0° 34' 25"West 179.34 feet; (15) North 18°.4S' 40" West 148.64 feer(16) North /9° 37' 46"East 32.21 fee[; (I7) North 32° 4l' /0" Wes[ 64.91 feet, (IS) North 12° 00' S9" West 121.78 feet; and (19) North 49° 43' /4" West 38.71 feet to land now or formerly of William A. and Judith Macomber; THENCE along said last mentioned land and - along land now or formerly of Mattituck House Movers, Inc. North 11 ° S9' SO" West 181.00 fee[; THENCE still along land 'now or formerly of Mattituck House Movers, Inc. and along land now or formerly of a Howard B. and Mary Larsen North /2° 40' SO" West 400.04 feet; THENCE still "along land now of formerly ofHoward B and Mary Larsen and along land now or formerly of Henry F. and Helen J. Frerichs North 13° 25' 40" West 276.98 feet to the southerlyside of New Suf- folk Avenue to the point ~ place of BEGINNING. Con 1 taining 40± acres. 1/ .45 p.m. Approval ofamend- me t to the minor subdivision of rank Stillo looted at , Orien , Town of uthold, Count of Suffolk a d State of New rk and b nded and describ as folio s: $EGI N(N at the southwe Goner of the herinafter est}~ibed parcel the following 4/ courses and distances fr ~@'point on the northerly std of Main Road where the sdme ' intersected by the division line between [he easterly aide of I~td now or formerly of C. Binzhry and the westerly side of land, now or formerly of Peter Siedjeski: (1) along said division line North Ol 03' 10" East 300.43 feet to laf~d now or formerly of Charles Rose; (2) along said land South 79° 01' 40" East 30.20 feet; (3) South 67° 10' ZO" East (52.00 feet and (4) North 02° 30''/ 30" West 66 feet to the true point or place of beginning. i RllNNING THENC~ along the Casterly side of land now or formerly of Charles Rose, Noah 02 ° 3Q' 10" West 900 feet to the H W.L;. of Long Island Sound; RUNNING THENCE along said Hi h Water Line on a tie line So~th 73° 48' 00" Easl 233.49 felt to the westerly side of land t}ow or'formerly of Nicholas 1Pappas; THENCE along s~id side South 07° 03' 00"East 827.71 feet to land now of formerly of Peter Sledjeski; and THENCE along said land So,~th 87° 29' 40" West 286.76 febt to the point br place of B$G;INNING. Con- taining 5 ac~esl, 8:00 p.mf Approval of the minor sub¢tvisto,~ to be known as Su bow (Associates" located Matt uck,. irG the Town of~outhol Copn[y~of Suffolkyy~and State f New York and bonded and scribed as follow BE INNING at a int on form~d by the intersect' of the Westerly side of premi of the Stale of New York with nor- .>,bw ur,P of the Main oad, °aamtn M`acainber~ THENCE along said last mentioned land and - along land now or formerly of Mattituck House Movers, Inc. North 1!° 54' S0" West 181.00 feet; THENCE still along land 'now or formerly of Mattituck House Movers, Inc. and along land now or formerly of Howard B. and Mary Larsen North 12° 40' S0" West 400.04 feet; THENCE stilt along land w of formerly ofHoward B and Mary Larsen and along land now or formerly of Henry F. and Helen J. Fcerichs North l3 ° 25' 40" West 276.95 feet to the southerlyside of New Suf- folk Avenue to the point ~ place of BEGINNING. Con-` 1 taming 40± acres. 45 p.m. Approval ofamend- me t to the minor subdivision of rank Stillo located at Orien , Town of ~uthold, Count of Suffolk a d State of New rk and b nded and describ as folio s: BECI NIN at the southwe co ner of the herinafter esgfibed parcel the following N courses and distances Fr a point on the ' northerly std of Main Road where the same' intersected by the division line, between the easterly aide of I'apd now or formerly of C. Binzl~y and the westerly side of land now or formerly of Peter Sledjeski: (p along said division line North 01°'03' /0" East 300.43 Peet to lartd now or formerly of Charles Rose; (2) along said land South 79° 02' 40"East 30.20 feet; (3) South 67° /0' 20" East 152.00 feet and (4) North 02° 30' 20" West 66 feet to the true point or place of beginning. 1 a R~llNNING THENC); along the easterly side of sand now or formerly of Charles Raise, North 0?° 3~' 10" West 900 feet to the H W.L: of Long Island Sound; RUNN NG THENCE along said Hi h Water L4rte on a tie line So th 73° 48' 00" East 233.49 fe t to the westerly side of land ~ow or 'formerly of Nicholas (Pappas; THENCE along slid side South 07° 03' 00" East 827.71 feet to ' land now ot~,,fotmerly of Peter Sledjeski; anp THENCE along said land Salu[h 87° 29' 40" West 286.76 f@pt to the point br place of BEfG)NNING. Con- taming 5 ac)'es-~ 8:00 p.m Approval of the minor subd~visioltt to be known as ' Su bow Associates" iocued ~ Matt uck, in the Town of,/iiSouthol County of Suffolkyyyy'and State f New York and bopnded and scribed as follow{{: BE ~ INNING at a Dint on fo d by the intersects n of the We erly side of premis of the St a of New York with t e nor- th ly line of the Main Dad,, td point of beginning being sled ai the southeasterly cor- ner of the subject premises and fro said point of beginning; RU NING THENCE along the nor rly line of Main' Road, Soul SI° 58' SO" Wes 507.16 feet t land of Chew; T ENCE along . id land of Ch ,North ' 37° 54" 20" West 40 .61 feet to land of Price;' THE CE along land of Price the f lowing two course and dista es: (i) North 60° 24' 30" Ea 246.40 feet; (2)65° OS' 00" st 170.03 feet ' to {end of G afF THENCE along land, d~f Graff North 6l° 36' S0'" past 98.42 feet to the land of the State of New York; T1~NCE along the westttly li ot; land of the State of New YoFk, South 38° 01' 10" East 310. 9 feel to the norther- - ly side Matt'{ Road and the point place'~of Beginning. Contai ing 4.17 acres. Any person strmg~ to be heard n the a ove matters shouldappear at a time and placeabove specified. Dated: May 19, 1986 "SOUTHOL,D TOWN ~PLANNINC`.BOARD SENNETT ORLOWSKI, JR. CHAIRMAN IT-5/22/86(6) _ _ _ _ I~d 2 61985 GONFORTI HC REALE ATTORNEYS AT LAW ANTHONY T. CONFORT7 739 EAST MAIN STREET LVDIA J. RUFFOLO P. EDWARD REALE RIVERHEAD. NEW YORK 11901 of co uNSeL KATHLEEN P. SCHWARTZ 618-72 ]-310] November 25, 1985 Mr, Bennet Orlowski, Jr., Chairman Southold Town Planning Board Town Hall Main Road Southold, New York 11971 Re: Proposed Subdivision of Harbor View Dear Mr. Orlowski: On behalf of the owners of the premises and applicants for filing of the above-captioned subdivision map, the undersigned formally requests an extension of time to file final subdivision maps due to reasons as set forth below. It is necessary that the aforementioned applicants ap- pear before the Town's Zoning Board of Appeals, which requires that all State and County approvals have first been secured. Both the State and the Suffolk County Health Department have approved the water supply and distribution facilities of the above subdivision. However, the Health Department will not sign off formally until the subdivision's Declaration of Covenants and Restrictions, Easements, Charges and Liens are filed and the mortgagees of the above premises also sign off. It is expected that these requirements will be fulfilled within two weeks and the Health Department will then sign off on the map. Very truly yours, ` ~ V ANTHONY T ONFORTI ATC/mb P,S. Copy of Declaration is enclosed. ~ ~ _ NOV 2g ~g8~ a DECLARATION OF COVENANTS, RESTRICTIONS, EASEMENTS, CHARGES AND LIENS Declaration made as of this day of 1985, by ~ Bayview Ventures Ltd., a New York Corporation with offices at New York hereinafter referred to as "Developer." W I T N E S S E T H: WHEREAS, Developer is the owner of the real property described in Article II of this Declaration and shown on the proposed subdivision map which Declarant desires to develop as a residential community with common facilities for the i benefit of said Community; and WHEREAS, Developer desires to provide for the preservation of the values and amenities in said Community i, and for the maintenance of the open spaces and other common facilities; and, to this end, desires to subject the real 'i property described in Article II to the covenants, it restrictions, easements, charges and liens, hereinafter set forth, each and all of which is and are for the benefit of said property and each owner thereof; and I WHEREAS, Developer has deemed it desirable, for the efficient preservation of the values and amenities in said Community to create an agency to which should be delegated and assigned the powers of maintaining and administering the Community property and improvements and administering and enforcing the covenants and restrictions and collecting and disbursing the assessments and charges hereinafter created; and WHEREAS, Developer has incorporated Bayview Home Owners Association, Inc. under the not-for-profit corporation laws of the State of New York for the purpose of exercising the aforesaid functions; NOW THEREFORE, the Developer, for itself, its successors and assigns, declares that the real property described in Article II is and shall be held, transferred, sold, conveyed and occupied subject to the covenants, restrictions, II _ _ ~ ' ' ~ ~ easements, charges and liens. (sometimes referred to as "covenants and restrictions") hereinafter set forth. ARTICLE I. DEFINITIONS The following words when used in this Declaration or any Supplemental Declaration shall, unless the context otherwise prohibits, have the meanings set forth below: (a) "Association" shall mean and refer to Bayview Home Owners Association, Inc., a New York Not-for-Profit corporation. (b) "The Properties" shall mean and refer to all such existing properties as are subject to this Declaration. (c) "Home" shall mean and refer to all units of residential housing hereinafter constructed on the Properties. (d) "Owner" shall mean and refer to the record owner of fee simple title to any Lot, including the Developer with respect to any unsold Lot. Every Lot Owner shall be treated for all purposes as a single owner for each Lot held, irrespective of whether such ownership is joint, in common or tenancy by the entirety. Where such ownership is joint, in common or tenancy by the entirety, a majority vote of such owners shall be necessary to cast any vote to which such owners are entitled. (e) "Member" shall mean and refer to each holder of a membership interest in the Association, as such interest is set forth in Article III. (f) "Development" shall mean Map of Bayview Ventures a 38 Lot development located on The Properties. (g) "Developer" shall mean and refer to Bayview Ventures Ltd., a corporation and its successors and assigns, if such successors and assigns should acquire an undeveloped or a developed but unsold portion of the Properties from the Developer for the purpose of development. (h) "Common Properties" or "Common Areas" shall mean and refer to certain areas of land other than individual lots 2 ` r, ~ • ` as shown on the filed subdivision map and intended to be devoted to•the common use and enjoyment of the owners of the lots. (i) "Lot" shall mean and refer to any plot of land intended and subdivided for residential uses shown on the subdivision map of the Properties but shall not include the Common Areas as herein defined. ARTICLE II. PROPERTY SUBJECT TO THIS DECLARATION Section 1. Properties. The real property which is and shall be held, transferred, sold, conveyed and occupied subject to this Declaration is all that certain plot, piece or parcel of land situate, lying and being in Mattituck, Town of Southold, County of Suffolk and State of New York, being more particularly bounded and described in Schedule A annexed hereto. ARTICLE III. MEMBERSHIP AND VOTING RIGHTS IN THE ASSOCIATION The Association shall have one class of membership interest. The owner of each Lot on The Properties subject to this Declaration shall be a member. Each member is entitled to one vote for each lot in which they hold a membership interest. When more than one person or entity holds such interest in any lot, the one vote attributable to such lot shall be exercised as such persons mutually determine but with the exception of cumulative voting employed in the election of Directors, not more than one vote may be cast with respect to any such Lot. ARTICLE IV. PROPERTY RIGHTS IN THE PROPERTIES Section 1. Members' Easement of Enjoyment. Subject to the provisions of Section 3, every Member shall have a right and easement of enjoyment in and to the Properties and such easement shall be appurtenant to and shall pass with the title to every Lot. Section 2. Title to Common Properties. Prior to conveyance of title to the first Lot on the Properties, the 3 ` r• . • • Developer shall convey to the Association legal title to the Common Properties subject, however, to the following covenants which shall be deemed to run with the land and shall be binding upon the Developer, the Association, its successors and assigns: (i) In order to preserve and enhance the property values and amenities of the Development, the Common ~ Properties and all facilities now or hereafter built or installed thereon, shall at all times be maintained in good repair and condition and shall be operated in accordance with high standards. The maintenance and repair of the Common Properties shall include, but not be limited, to the repair of damage to roadways, walkways, buildings, and common area landscape maintenance. (ii) In the event that arrangements for domestic water Iii' supply to the development by the Suffolk County Water Authority or any Municipal water district have not been made prior to the filing of the final subdivision map, then the Developer shall construct a water supply, treatment and distribution system (the "Water System") in accordance with plans and specifications approved by the State of New York Department of Health. Prior to conveyance of the water system to the III Association, the Developer shall: ~ a) Produce an estimate from the Consulting Engineers who designed the plant, of: (i) the annual cost to be delegated to a special fund ~ for physical plant maintenance and for replacement of the system; (ii) the cost of operating the system for a period of one year; I (iii) the cost of supplying and installing carbon ~ contacters having a minimum of 15 minutes contact time in the event that the quality of the water provided by the water system should deteriorate; b) Post a performance bond or similar undertaking in an amount to equal to the cost of the estimate set forth in susection a) (iii) hereof. 4 - f _ - _ - i r. ~ (iii) The Association without cost or charge of any kind shall convey, sell transfer, or lease, to the Suffolk III County Water Authority, the Town of Southold or any legally constituted water district or municipal ~ corporation all water treatment and distribution facilities hereinafter constructed on the Properties together with an easement to pass and repass upon any common areas in order to service, repair or replace any part of such facilities. This section shall not be amended, as provided for in Article iX, Section 2, to reduce or eliminate the obligation for maintenance and repair of the Common Properties. Section 3. Extent of Members' Easements. The rights and easements of enjoyment created hereby shall be subject to the following: (a) The right of the Association, as provided in its By-Laws to suspend the enjoyment rights of any Member for a period during which any assessment remains unpaid and for any period not to exceed thirty (30) days for any infraction of its published rules and regulations; (b) The right of the Association to dedicate or transfer all or any part of the Common Properties to any public agency, authority or utility for such purposes and subject to such conditions as may be agreed to by the Members provided that no such dedication or transfer, determination as to the purposes or as to the conditions thereof, shall be effective unless an in instrument signed by Members and their mortgagees entitled to cast eighty (808) percent of the eligible votes has been recorded agreeing to such dedication, transfer, purpose or condition and unless written notice of the action is sent to every Member at least ninety (90) days in advance of any action taken. (c) The right of the Developer and of the Association to grant and reserve easements and rights-of-way, in, through, under, over and across the Properties, for the installation, maintenance and inspection of lines and appurtenances for public or private water, sewer, drainage, cable television and other utilities, and the right of the Developer to grant and reserve easements and rights-of-way, 5 _ _ _ , in through, under, over upon and accross the Properties for the completion of the Developer's work under Section 1 of Article V. ARTICLE V. DEVELOPMENT OF BAYVIEW VENTURES LTD. Section 1. Developer intends to subdivide approximately 49 aczes of land into 38 residential lots together with common street areas, beach and water treatment facility. Section 2. Easement. Developer does hereby establish i and create for the benefit of the Association and for all Lot Owners subjected to this Declaration and does hereby give, grant and convey to each of the aforementioned, the following easements, licenses, rights and privileges: (i) Right-of-way for ingress and egress by vehicles or on foot, in, through, over, under and across the streets, roads and walds in the Properties las shown on the filed map as they may be built or relocated in the future) for all purposes; (ii) Rights to connect with, maintain and make use of utility lines, wires, pipes, conduits, cable television lines, sewers and drainage lines which may from time to time be in or along the streets and roads or other areas of the Properties. Section 3. Reservation of Easements. Developer reserves the easements, licenses, rights and privileges of right-of-way in, through, over, under and across the Properties, for the purpose of completing its work under Section 1 above and towards this end, reserves, the right to grant and reserve easements and rights-of-way in, though, under, over and across the Properties, for the installation, maintenance and inspection of lines and appurtenances for public or private water, sewer, drainage, cable television, gas and other utilities and for any other materials or services necessary for the completion of the work. Developer also reserves the right to connect with and make use of the utility lines, wires, pipes, conduits, cable television, sewers and drainage lines which may from time to time be in or along the streets and roads or other areas of the Properties. 6 • Sectior. 4. Encroachments on Lots. In the event that any portion of any roadway, walkway, parking area, driveway, water lines, utility lines, or any other structure as originally constructed by Developer encroaches on any lot or the Common Areas, it shall be deemed that the owner of such lot or the Association has granted a perpetual easement to the owner of the adjoining lot or the Association as the case may be for continuing maintenance and use of such encroaching roadway, walkway, driveway, parking area, water line, utility line, or structure. The foregoing shall also apply to any replacements of any such roadway, walkway, driveway, parking azea, water lines, utility lines or structure if same are constructed in substantial conformance to the original. The foregoing conditions shall be perpetual in duration and shall not be subject to amendment of these covenants and restrictions. ARTICLE VI. COVENANT AND MAINTENANCE ASSESSMENTS Section 1. Creation of the Lien and Personal Obligation. The Developer, for each Lot owned by it within the Properties, hereby covenants and each Owner of any Home by acceptance of a deed therefore, whether or not it shall be expressed in any such deed or other conveyance, shall be deemed to covenant and agree, to pay to the Association such assessments are fixed by the Association's Board of Directors and assessed to the Members as hereinafter provided. All sums assessed to the Association but unpaid, together with such interest thereon as is hereinafter provided, shall be a charge on the land and shall be a continuing lien upon the property owned by such Member against which each such assessment is made. Each such assessment, together with interest thereon and cost of collection thereof, as hereinafter provided shall be a personal obligation of the person who was the Owner of such property at the time when the assessment fell due. Section 2. Purpose of the Assessment. The assessments levied by the Association shall be exclusively for the purpose of promoting recreation, health, safety and welfare of the residents and lot owners in the Properties as a community and in particular for the improvement and maintenance of properties, services and facilities devoted to this purpose and related to the use and enjoyment of the Common Properties and of the Homes situated upon the 7 Properties, including without limiting the foregoing, and payment of taxes (if any), insurance thereon and repair, replacement and additions thereto, and the cost of labor, equipment, materials, services, management and supervision I, thereof. Section 3. Assessments. The Association's Board of Directors shall, from time to time, but at least annually, fix and determine the budget representing the sum or sums necessary and adequate for the continued operation of the Association and shall send a copy of the budget and any supplement to the budget to each Member prior to assessing the Members thereon. The Board shall determine the total amount required, including the operational items such as insurance, repairs, reserves, maintenance and other operating expenses, as well as charges to cover any deficits from prior years and capital improvements approved by the Board. The total annual requirements and any supplemental requirements shall be allocated between, assessed to and paid by the Members as follows: Each Member shall pay a portion of said requirements the numerator of which shall be one (1) and the denominator of which shall be equal to the number of Lots on the Properties subject to this Declaration: Thirty-Eight (36). The Developer's obligation for such assessments on unsold lots subject to this Declaration will be limited to the difference between the actual operating costs of the Association, including reserves on the Common Properties and on Lots to which title has been conveyed and the assessments levied on owners who have closed title on their lots. In no event, however, will the Developer be required to make a deficiency contribution in an amount greater than it would otherwise be liable for if it were paying assessments on unsold lots. The sum due the Association from each individual lot Owner shall constitute an assessment of the Board of Directors and unpaid assessments shall constitute liens on the individual lots, subject to foreclosure as hereinafter provided. Section 9. Due Dates; Duties of the Board of Directors. All Assessments shall be payable monthly in advance as ordered by the Board of Directors. The Board of Directors of the Association shall fix the date of commencement and the amount of the assessment against each lot and shall prepare a 8 roster of the lots and assessments applicable thereto which shall be kept in the office of the Association and shall be open to inspection by any Member. Upon the written request of a Member or his mortgagee, the Board shall promptly furnish such Member or his mortgagee with a written statement of the unpaid charges due from such Member. Section 5. Effect of Non-Payment of Assessment, The Personal Obligation of the Member; The Lien, Remedies of the Association. If an assessment is not paid on the date when due, as fixed by the Board of Directors, then such assessment shall become delinquent and shall, together with such interest thereon and cost of collection thereof as hereinafter provided, become a continuing lien on the Member's lot which shall bind such property in the hands of the Member, his heirs, devisees, personal representatives and assigns. Such lien shall be prior to all other liens except: (a) tax or assessment liens on the Lot by the taxing subdivision of any governmental authority, including but not limited to State, County and School District taxing agencies; and (b) all sums unpaid on any first mortgage of record encumbering the lot. The personal obligation of the Member who was the Owner of the Lot when the assessment fell due to pay such assessment, however, shall remain his personal obligation for the statutory period and shall not pass to his successors in title unless expressly assumed by them. ii If the assessment is not paid within thirty (30) days after the delinquency date, the assessment shall bear interest from the date of delinquency at the maximum permissible rate in the State of New York and the Association may bring an action at law against the Member or former Member personally obligated to pay the same and may foreclose the lien against the property. There shall be added to the amount of such assessment the costs of preparing and filing the complaint in such action, and in the event a judgment is obtained, such judgment shall include interest on the assessment as above provided and reasonable attorney's fees to be fixed by the court together with the cost of the action. ARTICLE VII. INSURANCE Section 1. Common Areas._ The Board or Directors shall maintain public liability insurance, to the extent 9 obtainable, covering each association Member, lessee and occupant and the managing agent, if any, against liability for any negligent act of commission or omission attributable to them which occurs on or in the Common Properties. To the extent obtainable, the Board of Directors shall also be required to obtain the following insurance: (a) fire insurance with extended coverage, water damage, vandalism and malicious mischief endorsements, insuring the facilities on the Common Properties, in an amount equal to their full replacement values. All insurance premiums for such coverage shall be paid for by the Association. ARTICLE VIII. USE OF PROPERTY The use of a Home by a Member or other occupant shall be subject to the rules, regulations and provisions of this Declaration, the By-Laws and Rules and Regulations of the Board of Directors and the following covenants and restrictions: (a) The Lot and home shall be maintained in good repair and overall appearance. (b) Any member who mortgages or sells his Lot shall notify the Board of Directors providing the name and address of his mortgagee or new owner. (c) The Board of Directors shall, at the request of the mortgagee of the Lot, report any delinquent assessments due from the Owner of such Lot. (d) No nuisances shall be allowed upon the property nor shall any use or practice be allowed which is a source of annoyance to residents or which interferes with the peaceful possession and proper use of the property by its residents. (e) No improper, offensive or unlawful use shall be made of the property nor any part thereof and all valid laws, zoning ordinances, the regulations of all governmental bodies having jurisdiction thereof, shall be observed. (f) The maintenance assessments shall be paid when due. (g) All dogs must be leashed and shall not be permitted to run loose on the common areas. Home Owners shall be responsible for picking up and disposing of their dog's waste 10 and for any damage caused by their dogs to the Common Areas. (h) No resident of the Community shall post any advertisement or posters of any kind in or on the Properties except as authorized by the Board of Directors. This paragraph shall not apply to Developer. (i) No person shall park a vehicle or otherwise obstruct any resident's use of ingress or egress to any garage or parking space nor may any vehicle be parked on the roadways when parking would obstruct access by emergency or service vehicles or the vehicles of any person lawfully traveling on the properties. (j) No repair of motor vehicles shall be made in any of ii the roadways, driveways or parking areas of the Development nor shall such areas be used for storage or parking of any boat, trailer, camper, bus, truck or commercial vehicle. (k) No person shall be permitted to use the recreational facilities of the Association except in accordance with the rules and regulations established by the Associations's Board of Directors. (1) The Common Area shall not be obstructed, littered, defaced or misused in any manner. Im) Every member shall be liable for any and all damage to the Common Area and the property of the Association, which shall be caused by said Owner or such other person for whose conduct he is legally responsible. (n) No resident of the Development shall post any advertisement or posters of any kind including "For Sale" and "For Rent" signs, on a lot, or the Common Area except as authorized by the Board of Directors. ARTICLE IX. GENERAL PROVISIONS Section 1. Beneficiaries of Easements, Rights and Privileges. The easements, licenses, rights and privileges established, created and granted by this Declaration shall be for the benefit of and restricted solely to, the Association and the Owners of lots on The Properties; and any owner may 11 ~ • . also grant the benefit of such easement, license, right or privilege .to his tenants and guests and their immediate families for the duration of their tenancies or visits, subject in the case of the common properties to the Rules and Regulations of the Board of Directors, but the same is not intended nor shall it be construed as creating any rights in or for the benefit of the general public. Section 2. Duration and Amendment. The covenants and restrictions of this Declaration shall run with and bind the land, and shall inure to the benefit of and be enforceable by the Association, any Member, or the Owner of any land subject to this Declaration, their respective legal representatives, heirs, successors and assigns, until December 31, 2015, j'. unless otherwise expressly limited herein, after which time said covenants and restrictions shall be automatically extended for successive periods of ten (10) years unless an instrument signed by sixty-six and two-thirds percent (66-2!381 of the Lot Owners has been recorded, agreeing to change said covenants and restrictions in whole or in part. Not-withstanding the foregoing the easements, licenses, rights and privileges established and created with respect to the Properties by Section 2 of Article V shall be perpetual, shall run with the land and shall survive any destruction, reconstruction and relocation of the physical structures ~ unless said provision is abrogated by the unanimous written consent of all the lot Owners. Notwithstanding the foregoing, the obligation of the Association to transfer the i water supply and distribution facilities may not be abrogated in any manner whatsoever except by written permission of the Suffolk County Department of Health Services or any other Municipal department which shall succeed it. Unless specifically prohibited herein, this Declaration may be amended by an instrument signed by Members holding not less than sixty-six and two-thirds percent (66-2/38) of the votes of the membership. Any amendment must be properly zecorded to be effective. Section 3 Disposition of Assets Upon Dissolution of Association. Upon dissolution of the Association, its real and personal assets, including the Common Properties, shall be dedicated to an appropriate public agency or utility to be devoted to purposes as nearly as practicable the same as those to which they were required to be devoted by the Association. In the event such dedication is refused acceptance, such assets shall be granted, conveyed and 12 ~ ~ assigned to any non-profit corporation, association, trust or other organization to be devoted to purposes as nearly as practicable •the same as those to which they were required to be devoted by the Association. No such disposition of the Association properties shall be effective to divest or diminish any right or title to any Member vested in him under the licenses, covenants and easements of this Declaration, or under any subsequently recorded covenants, deeds or other documents applicable to the Properties, except as may be otherwise provided in this Declaration or said covenants, ~ deeds or other documents, as the case may be, nor shall any I other party under any such deeds, covenants or other i documents be deprived of any rights thereunder on account of such disposition. Section 4. Notices. Any notice required to be sent to any Member or Owner under the provision of this Declaration ' shall be deemed to have properly sent when mailed, postpaid, to the last known address of the person who appears as Member or Owner on the records of the Association at the time of such mailing. Section 5. Administration. The administration of the Association shall be in accordance with the provisions of the Association By-Laws. Section 6. Severability. Invalidation of any of the covenants, limitations or provisions of this Declaration by judgment or court order shall in no wise affect any of the remaining provisions hereof and the same shall continue in full force and effect. BAYVIEW VENTURES, LTD. By President 13 ~FFO(k P ~ ~ D T LD cn rn S Y Ol,~,r Southold, N.Y. 11971 (516) 765-1938 September 10, 1985 Mr. Anthony T. Conforti 739 E. Main Street Riverhead, NY 11901 Re: "Cove Beach and Harbor View" Dear Mr. Conforti: The following actions were taken by the Southold Town Planning Board, September 6,1985. RESOLVED that the Southold Town Planning Board grant a90-day extension on the final action on the major subdivision known as "Cove Beach Associates" located at East Marion. RESOLVED that the Southold Town Planning Board grant a 90-day extension on the filing of the final submision for the major subdivision known as "Harbor View" located at Mattituck. If you have any questions, please don't hesitate to contact our office. Very truly yours, ENNETT RLOWSKI, RJR )CHfT~IFtMAN SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary t ~ 5~FF0(,{~~~~ OFFICE RVISOR O ® ~ TO ;y8 ~ ~ ` LD FRANCIS J. MURPHY TELEPHONE SUPERVISOR (616) 765-1800 MAIN ROAD (516) 765-1939 SOUTHO LD, L.I., N.Y. 1]971 June 26, 1985 Mr. Robert W. Keith 253 Cold Spring Road Syosset, New York 11791 Re: Bayview Ventures a.k.a. Harbor View Dear Mr. Keith: I am in receipt of your letter regarding your property in Mattituck and questions regarding the approval of the above referenced subdivision. Upon reviewing the files, in the Planning Board Office, we find that final application is incomplete, therefore the ' final public hearing"'can not be scheduled. The property developer, applicant, has not received approval from .the Suffolk County Department of Health Services, under Article 6 (Water & sewer system), which is necessary for complete application. The files also indicate that the developer needs to place applications with the Zoning Board of Appeals for approval on non conforming lots. The Planning Board's timetable, after reteipt of Article 6 approval, would take approximately two months for final action. ,.Then the developer most post bond and complete all improvements on the roads prior to any construction, 2 hope this clarifies some of your confusion. Please feel free to contact me, if you need any further information. Very truly yours, upe or Town ld ~ FJM:cjh ~,~FFO(k~~~+ P z~ G`,`'13~~~tD F- ~ -c T Q T;~I ,LD S ~ _ Q~ Y "'Ul ~a ~b Southold, N.Y. 11971 (516) 765-1938 June 13, 1985 Mr. Anthony T. Conforti Attorney at Law 739 East Main Si=reet Riverhead, NY 11901 Re: Bayview Ventures Dear Mr. Conforti: The following action was taken by the Southold Town Planning Board, Monday, June 10, 1985. RESOLVED that the Southold Town Planning Board grant a 90-day extension on the filing of the final maps for the major subdilvision of Bayview Ventures located at Mattituck. If you have any questions, please don't hesitate to contact our office. ery truly your~sp, BENN\~ E 'T O LO~WSKI,~ JR~~ CHAIR~MP.N SOUTHOLD TOWN PLANNING BOARD ByDiane M. Schultze, Secretary C • P~~~AIiV ~`'B•D ~ f~ T0~~1 ~SU ~I~~D ~ r s.' S t F ~ Y Southold, N.Y. 11971 (516) 765-1938 March 19, 1985 Mr. Anthony T. Conforti Attorney at Law 739 East Main Street Riverhead, NY 11901 Re: Harbor View Dear Mr. Conforti: The following action was taken by the Southold Town Planning Board, Monday, March 18, 1985. RESOLVED that the Southold Town Planning Board grant a 90- day extension on the filing of final subdivision maps-for the major subdivision of Harbor View located at Mattituck. If you have any questions, please don't hesitate to contact our office. Very truly yours, BENNETT ORLOWSKI, JR., CHAIRMAN UTHOLD TOWN PLANIN.~IN~G,(~Q~A~ _e By Diane M. Schultze, Secretary i4 { LAW OFFICE ANTHONY T. GONFO RTI P. EDWARD REALE ]39 EAST MAIN STREET LVDIA J. RUFFOLO RIVERHEAD. NEW VORK 11901 OF COUNSEL E18-]z]-alo] March 5, 1985 Mr. Bennett Orlowski, Jr. Chairman Town of Southold Planning Board Town Hall Main Road Southold, PIY 11971 Re: Proposed Subdivision of Harbor View Dear Mr. Orlowski: On behalf of the owners of the premises and applicants for filing of the above-captioned subdivision map, the under- signed formally requests an extension of time to file final subdivision maps. Thank you for your anticipated cooperation and courtesy in this matter. Yours very truly, ANTHONY T. CONFORTIC~e}i ATC/bah cc: Thomas E. Gill, Esq. Howard Young, Surveyor cuFF~(K P TO ~ D ~p~ ~ S L ~0 ~,~1 1 Southold, N.Y. 11971 (516) 765-1938 December 18, 1984 Mr. Anthony T. Conforti Attorney at Law 739 East Main Street Riverhead, NY 11901 Re: Harbor View proposed subdivision located at Mattituck Dear Mr. Conforti: The following action was taken by the Southold Town Planning Board, Monday, December 17, 1984. RESOLVED that the Southold Town Planning Board grant a 90- day extension on the filing of the .final maps for the major subdivision of Harbor View located at Mattituck, pursuant to the request of the attorney in order that Department of Environmental Conservation and Department of Health Services apgrovals can be obtained. If you. have any questions, please don't hesitate to contact our office. V~erny 'truly yours,/~ ~ 1 B~i~* T ~i 1. J 19-~`~ CHATR~ SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary ~ * AEC 131984 Branch Offices: ~O E ~ Partners: ORLANDO, FLORIDA S RUSSELL S. BODWELL ROSEMONT, ILLINOIS ~~~QA JOHN J. PRICE PISCATAWAY, NEW JERSEY ` STEVEN L. SAMET MASON, OHIO ~ ~ HALL CLARKE y J JAMES DELAND Main Ottice: 2~~~ ANGUS D. HENDERSON 120 EXPRESS STREET CONSULTANT PLAINVIEW, NEW YORK 11803 ~~~OO_a v_ PAUL H. ULATOWSKI ASSOCIATE CONSULTING ENGINEERS HENDERSON AND BODWELL 120 EXPRESS STREET, PLAINVIEW, NEW YORK 11803 516-935-8870 December 12, 1984 Town Planning Board Town of Southold Main Road Southold, New York 11971 Re: Water Supply for Bayview Ventures, Inc. Mattituck, New York Gentlemen: Forwarded herewith are revised copies of sheets 1 and 2 of the Construction Drawing for the above project. The revisions made were necessary in order to change the point of disposal from the "dredge canal" to "Peconic Bay," and to change the "yard hydrants" originally proposed to "fire hydrants," as requested by the Fire District. Specification Addendum No. 2, enclosed herewith, contains the specifications revisions necessary to conform with the above described drawing revisions. Very truly yours, Angu~. Henderson ADJ/dm Enclosures cc: Mr. T. Gill , ~ 1,~ BAYVIEW VENTURES, INC. SPECIFICATIONS ~ SEC 131984 WATER SUPPLY & FACILITIES ADDENDUM NO. 2 Section E: Paragraph 1 - Change the words "the dredged canal" to "Peconic Bay." Section E: Paragraph II f - Eliminate section as written and insert the following II f Fire Hydrants AWWA C 502 "Eddy" or equal with 4 1/2 ft. bury , LAW OFFICE D'~C U ~~v~} ANTHONY T. CONFORTI P. EDWARD REALE 739 EAST MAIN STREET LYDIA J. RUFFOLO RIVERHEAD. NEW VORK 11901 OF COUNSEL 616-72]-310] December 6, 1984 Mr. Bennett Orlowski, Jr. Chairman Town of Southold Planning Board Town Hall Main Road Southold, New York 11971 I Re: Proposed Subdivision of Harbor View Dear Mr. Orlowski: On behalf of the owners of the premises and applicants for filing of the above-captioned subdivision map, the under- signed formerly requests an extension of time to file final subdivision maps. It is expected that D.E.C. and Health De- partment approval will be forthcoming in the next 60 days. Thank you for your anticipated cooperation and courtesy in this matter. Your~truly,/- CCCCCC ~ ANTHONY T. O FORTI ATC/mb cc: Thomas E. Gill, Esq. Howard Young, Surveyor \a~~ PLANNING BOARD: TOWN OF SOUTHOLD COUNTY OF SUFFOLK STATE OF NEW YORK ---------------------------------------------x In the Matter of the Application of MATTITUCK HARBOR ASSOCIATES & BAYVIEW VENTURES, LTD. For Final Subdivision Approval ----------------------------------------------x M E M O R A N D U M The sole issue presented by this memorandum is whether the Southold Planning Board may exclude that area of land considered wetlands from applicant's plot for the purpose of meeting the area requirements of the Town Ordinance. It is submitted that this area must be included, since there is no distinction in the Ordinance which would prevent such inclusion and since the Ordinance must be construed in favor of the land owner. There is no question that the applicant owns all areas of the land shown on the map, as evidenced by the applicant's deed, title insurance policy and the maps submitted to the Planning Board. That a small portion of this area includes tidal wetlands does not exclude it from ownership. Furthermore, applicant's. payment of taxes based upon the acreage owned substantiates its position. Therefore, since applicant is the owner of the land in question and since the Southold Town Code makes no distinction for this land, it follows that the Planning Board cannot exclude this land for the purpose of meeting area requirements. The Town Code, at Section A106-13 (Subdivision of Land), defines a "lot" as follows: "a portion of a subdivision or other parcel of land intended as a unit for transfer of ownership or for development." The Zoning section of the Town Code (Section 100-13) defines a "lot" as: "any parcel of land, not necessarily i coincident with a lot or lots shown on a map of record, which is occupied or which is to be occupied by a building and its ~ accessory buildings, if any, or by a group of buildings accessory thereto, if any, together with the required open spaces appurtenant to such buildings or groups of buildings." There is no mention in either section of any requirement that only buildable land is to be included within the definition of the word "lot." In fact, both Sections suggest ~ an opposite conclusion; that is, that the lot area is to include all the parcel of ground under one ownership, whether it is buildable or not. In Bloom v. Town Board of the Town of Ovster Bay, 32 NY2d 930, 347 NYS2d 197, (1973), reversed on dissenting opinion below, 41 AD2d 533, 347 NYS2d 197 (1973), the Court of Appeals was presented with a similar problem. In that case the Petitioner sought to build an apartment house on a 28-acre parcel of land which had a flat area of 15 acres surrounded by 3 slopes rising to a height of 100 feet. In applying the density restrictions of the Zoning Ordinance to this situation, the Supreme Court held that since the area occupied by the slopes was not available for building, the lot area should only include the buildable portion of the lot. The Appellate Division affirmed with Justice Munder dissenting. The Court of Appeals, however, reversed and granted judgment according to the dissenting opinion of Justice Munder. In his opinion, Justice Munder noted as follows: "Nonbuildable land may be available for yard setbacks or such other open areas as the Ordin- ance may require.- The sterilization of almost one-half of the total acreage in question borders on an unconstitutional confiscation."(41 AD2d 535) The Appellate Division, Second Department, also recently considered this question. In Ashman v. Edwards, etal (Planning and Zoning Boards of the Town of East Hampton) 88 AD2d 923 (1982), the owner of ocean-front land had his application for subdivision approval denied by the Planning Board on the ground that the proposed plan did not satisfy the lot area requirements in that zoning district. In its calculation of the lot area, the local Board excluded certain non-buildable dune and beach area to which the applicant held undisputed title. The Suffolk County Supreme Court, on the owner's appeal of the Board's decision, found that land owned by an applicant, although unbuildable, must be included in the calculation of the entire parcel size. This decision was appealed by the Town to the Appellate Division. The Appellate Division, citing Bloom v. Town Bd. of Town of Oyster Bay, supra, upheld the lower court's decision and found that the beach area in question should have been part of the land measured to determine the lot area of the property. In the instant application, it is conceded that the land considered tidal wetlands is nonbuildable. To deny the inclusion of nonbuildable land within lot area borders would be, in this case, as in Bloom and Ashman, "unconstitutional confiscation." Zoning regulations are in derogation of the common law and therefore they must be strictly construed against the municipality which has enacted and seeks to enforce them. Allen v. Adami, 39 NY2d 363, 1976; Thomson Industries v. Inc. Village of Port Washington North, 27 NY2d 537, 313 NYS2d 117, (1970). Any ambiguity in the language used in such regulations must be resolved in favor of the property owner. Matter of Turiano v. Gilchrest, 8 AD2d 953, 190 NYS2d 754, 2nd Dept. 1959. The applicable section of the Southold Town Code imposes no special limitation upon waterfront property, restricting the amount of land to be included within the "lot." In applying the rule of strict construction to this case, the zoning regulations must be construed in favor of the property owner and all property owned by the applicant must be included in the "lot." Additionally, the authority of the Southold Town Planning Board is limited by Sections 276 and 277 of the Town Law. The Court in the matter of Jack A. Monroe v. Plannin Bd of the Town of Clinton, 61 Misc2d 937, Sup. Ct. 1979 stated that: "The discretionary powers granted to a Board of Appeals under subdivision 5 of Section 267 of the Town Law were not granted to Planning Boards. The authority of a Planning Board, unlike a Zoning Board of Appeals, is strictly limited by Sections 276 and 277 of the Town Law. These sections specify the criteria upon which Planning Boards must rest their decisions." Respectfully submitted, ANTHONY T. CONFORTI Attorney for Applicants Office & P. O. Address 739 East Main Street Riverhead, New York 11901 Tel: (516) 727-3107 ~~oS~FFO!l~~O~ 0 CT y 1984 nr = ~ o ~ r~~ol E~, it l~O~C TELEPHONE (516) 765-1892 BOARD OF TOa'N TRtiSTEES TOWN OFSOUTHOLD Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 October 5, 1984 Bayview Ventures, Inc. P.O. Box Drawer 1269 Southampton, New York 11968 RE: SPDES Permit- 10-83-1485 Gentlemen: The Southold Town Trustees are still opposed to discharge from any source, into our creeks. We would hope that discharge could be minimized from all sources. We would recommend that you consider ground re-charge. Please be advised that town permits are necessary for this project. I have enclosed the necessary applications for your convenience. Very truly yours, Henry P. Smith, President Boa/rd of Town Trustees ~~av~~ Ilene Pfifferling Secretary to Board HPS:ip Attachments cc: Trustees Building Dept. Judge Samuel Kearing Ed Viola ~-C~ ~ Jim Small G ~ ~ Ruth Oliva, NFEC 0\`~+1~ Planning Board ? r,~FFO(,{~ P D Z T D ~ ~ s ~l sit ~ Y Southold, N.Y. 11971 -(516) 765-1938 September 26, 1984 Mr. Anthony T. Conforti Attorney at Law 739 E. Main Street Riverhead, NY L1901 Re: Harbor View at Mattituck Dear Mr. Conforti: The following action was taken by the Southold Town Planning Board, Monday, September 24, 1984. RESOLVED that the Southold Town Planning Board grant a 90-day extension from the date of this resolution for the filing of the final maps pursuant to the request of the attorney for the applicants due to the fact that the Suffolk County Department of Health Services and Department of Environmental Conservation approvals have to be obtained. If you have any questions, please don't hesitate to contact our office. Very truly yours, BENNETT ORLOWSKI, JR., CHAIRMAN OUTHOLD TOWN PLANNING BOARD fxni~C ~Y~O[AB~.c pc..,w By Diane M.Schultze, Secretary ~ T ~ ~ -t RECENED State of New York AU6 2 91984 DEPARTMENT OE ENVIRONMENTAL CONSERVATION Town Gerk Soufhold PUBLIC HEARING NOTICE APPLICANT: Bayview Ventures, Inc., By: Thomas E. Gill, Esq., P.O. Drawer 1269, Southampton, NY 11968 APPLICATION NUMBER: 10-83-1458 PROJECT DESCRIPTION AND LOCATION: Application for a SPDES permit to discharge 400 gallons per day of process waste water from a water supply treatment plant to the easterly arm of Deep Hole Creek. The proposed discharge is located within an area designated as a sole source aquifer. Pursuant to Environmental Conservation Law 17-0828, the following public water purveyor has been identified as having a service area within a three (3) mile radius of the applicant's facility: Captain Kidd Water Company, Inc. A Water Supply permit is also required to install and operate two new 6" diameter 75' wells with pumps rated at 20 gallons per minute each for proposed 38 one-family residences. A Tidal Wetlands Permit is required to subdivide a 49.1 acre parcel into 38 residential lots and two lots reserved for water supply and water treatment plant; each lot to be a minimum oP 40,000 square feet. Lots 4, 5, 8 through 17, 22 through 32 wholly or partially within NYS Tidal Wetlands Law ~urisdietion to have deed restrictions that all development will conform to Tidal Wetlands Regulations, Section 661.6 Development Restrictions. Construct water treatment plant, 2' x 8' x 12' curving gabion wall at discharge point and road with surface runoff recharge basins having a capacity to contain a minimum of a five year storm. Project site is on Deep Hole Creek, Halls (Mud) Creek and Great Peconic Bay, south side of New Suffolk Avenue, 110± l.f. east of Deep Hole Drive, Mattituck, Town of Southold, Suffolk County, New York. PERMITS APPLIED FOR: State Pollutant Discharge Elimination System ("SPDES") No. NY ~ 0199281; Public Water Supply WSA-7404; Tidal Wetlands.. SEAR: The staff of the Southold Planning Board, as lead agency, determined that the magnitude of the environmental impact of the proposed project does not warrant the preparation of a Draft Environmental Impact Statement, and issued its deter- mination on May 9, 1984, pursuant to 6 NYCRR Part 61T. o' ~ a`1~ ~~~J , ?:5 ~ .?Y+~''.~'„::;:u5r~'~'~d8+4nt y>.z, y r .z:;;..~i~mft i'i~v ;;~tit~fi+YnT °qt. ~ ~ ~ ~ ~ PUBLIC HEARING: An ad~udicatory hearing upon the application will be held on September 27, 1984 at 10:00 a.m. in the Southold Town Hall, 53095 Main Road, Southold, NY. STATUTORY AND REGULATORY PROVISIONS: The processing of this application is pursuant to Environmental Conservation Law ("ECL") Article 3, Title 3 (General Functions), Article 70 (Uniform Procedures); and Article 15, Title 5, (Protection of Waters); Article 15, Title 15 (Water Supply); Article 17 (Water Pollution Control); Article 25 (Tidal Wetlands); Article 36 (Participation in Flood Insurance Program); and pursuant to the Official Compilation of Codes, Rules and Regulations of the State of New York ("6NYCRR"), Part 621 (Uniform Procedures); and Part 608 (Use and Protection of Waters); Part 601 (Water Supply Applications); Part 661 (Tidal Wetlands--Land. Use Regulations); and Part 624 (Permit Hearing Procedures). FILING FOR PARTY STATUS: Party status to participate at the ad3udicatory public hearing held by this Department will be accorded only to those persons who can provide a clear demonstration of social, economic, or environmental interest which are likely to be affected by the proposed pro~eet. All persons, groups, corporations or agen- cies desiring party status at the hearing must Pile a specific statement in writing containing precise grounds for opposition, support, or interest for the project, including the nature of the argument and evidence which the person intends to present at the hearing and any other matter believed relevant. ALL FILINGS REQUESTING PARTY STATUS TO APPEAR AT THfi HEARING MUST BE RECEIVED AT THE OFFICE OF HEARINGS AT THE FOLLOWING ADDRESS NO LATER THAN THE CLOSE OF BUSINESS ON September 20, 1984: Samuel J. Keating, Jr., Administrative Law Judge, New York State Department of Environmental Conservation, Office oP Hearings, Room 214, Bldg. 40, SUNY, Stony Brook, NY 11794; Telephone (516) 751-7900, Ext. 259. DOCUMENT AVAILABILITY: The application can be reviewed and copies of reproducible pages obtained for 25-cents per page at the above address. All Parties having an interest in this Project are urged to attend or be represented either individually or collectively at the hearing and to submit pertinent testimony and exhibits to ~ insure consideration of all positions and issues. The Department's Decision will be based solely on the heariT~g record. , The hearing may be cancelled if the filed objections are withdrawn or resolved. SAMUEL J. REAAING, JR. Administrative Law Judge Stony Brook, NY ~FFD(,~~ P ~ T - ` D ~ s -~1 ~ ~ Y Southold, N.Y. 11971 (516) 765-1938 August 23, 1984 Mr. Robert W. Tasker Town Attorney 425 Main Street Greenport, NY 11944 Re: Harbor View major subdivision located at Mattituck Dear Mr. Tasker: _ Enclosed, please find a copy of a memorandum from Mr. Anthony Conforti, esq. who represents the proposed subdivision of Harbor View. This is in response to the Board's request for deleting the wetlands area from the total area of some of the lots, thus creating substandard lots which would require variances. It was the consensus of the Board that this memorandum be forwarded to you for an opinion regarding this and that section of the ordinance pertaining to this, subdivision regulations 106-36C. Thank you for your attention in this matter. Very truly yours, BENNETT ORLOWSKI, JR. CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary enc. a ~ AUG 1984 LAW OFFICE ANTHONY T. GONFORTI P. EDWARO REALE ]89 EAST MAIN STREET LVDIA J. RUFFOLO RIVERREAD. NEW YORK 11901 OF COUNSEL 61 Bd2]-8107 August 23, 1984 Mr. Bennett Orlowski, Jr., Chairman Southold Town Planning Board Southold, New York, 11971 Re: Harbor View at Mattituck Dear Mr. Orlowski: On behalf of the owners and applicants for the above referenced subdivision it is respectfully requested that the Planning Board extend the time for the applicants to file prints of the final subdivision map for an additional 90 day period pending the DEC approval which we anticipate obtaining at the end of September, 1984. Your continued cooperation and courtesy in this matter is greatly appreciated. Yours ery truly i\ ANTHONY T. NFORTI ATC:dfb c'~~''~~~~~~ • i P~~~FFO(,Y~~D T W~~},~i`: ~ D S w~ ~ Y ~l ~b Southold, N.Y. 11971 -(516) 765-1938 August 21, 1984 Mr. Anthony T. Conforti 730 East Main Street Riverhead, NY 11901 Re: Harbor View located at Mattituck Dear Mr. Conforti: As per your request at the Planning Board meeting of Monday, August 20, 1984, enclosed herewith is a copy of the correspondence from the Mattituck Fire Commissioners regarding the above mentioned subdivision. Please also, note that since you do not anticipate obtaining approval pursuant to Article 6 prior to September 25, it is timely for you to request an extension for filing the completed final maps. Your memorandum regarding the exclusion of wetlands is being forwarded to the Town Attorney for his opinion. If you have any questions, please don't hesitate contacting our office. Very truly yours, BENNETT ORLOWSKI, JR., CHAIRMAN UTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretar ~'('M'~ enc. cc: Thomas Gill, esq. • ~FFO(,~~, 1 TOV~i ~ D S~FFf~~~ ~ Y 1 a. Southold, N.Y. 11971 (516) 765-1938 August 2, 1984 Mr. Anthony Conforti 739 East Main Street Riverhead, NY 11901 Re: Harbor View located at Mattituck Dear Mr. Conforti: At a regular meeting of the Planning Board held, Monday, July 30,.1984 it was the consensus of the Board to request that you meet with them to review the above mentioned subdivision. I have scheduled a meeting at the next regular Planning Board meeting which is August 13, 1984. Your appointment is for 8:00 p.m. at the Town Hall in Southold. If that is convenient for you, please let me know so I can confirm the appointment on the agenda. Thank you. Very truly yours, lane M. Schultze, Secretary Southold Town Planning Board ~ ~ qUG 3 198- i New York State Department of Environmental Conservation Regulatory Affairs Unit Bldg. 40, SUNY--Room 219 Stony Brook, NY 11794 Henry (3. Wiltlama (516) 751-7900 Commfeatoner July 31, 1984 Mr. Bennett Orlowski Southold Town Planning Board Southold Town Hall 53095 Main Road Southold, NY 11971 RE: 10-83-1485 Bay View Ventures Dear Mr. Orlowski: In response to your letter of July 17, 1984, this office wishes to advise your agency that as a result of field inspections on the site, some modifications to the wetland line have been made to the tidal wetlands line on a revised survey for this project. The revised survey which shows the tidal wetlands line as determined by DEC staff has the latest revised date of April 9, 1984. Please request a copy of this revised survey from Mr. Thomas Gill. Very truly yours, Robert N. Thurber Senior Environmental Analyst RNT:co's cc: T. Gill H. P. Smith ~ ~t , _ n o.j >1.~. f.~ c., s, ~ ~ ~u ,:t i ~ ~FFOG(r P T D ~ ~ s :~l Y Southold, N.Y. 11971 (516) 765-1938 July 18, 1984 Carl Steltzer Mattituck Fire Commissioners Mattituck-Fire District Pike Street Mattituck, NY 11952 Re: Harbor View major subdivision located at Mattituck Dear Mr. Steltzer: Enclosed is a copy of correspondence mailed to the Fire District, which was not received. You should also be in receipt of a road and drainage plan of the subdivision indicating the yard hydrants as mentioned in the letter of July 6, 1984. If you have any questions, please don't hesitate to contact this office. Very truly yours, BENNETT ORLOWSKI,JR., CHAIRMAN UTHOLD TOWN PLA~~NN~~I~N(G~BO~A,RD C enc. By Diane SchOu2£ze, Secre`~aI~P ~ i , _ r - • g~FFO(/~~,' .p ;~4 T D - ~c D s 'Yrq`~: r~~" Y Y~ Southold. N.Y. 11971 (516) 765-1938 July 6, 1984 Mattituck Fire Commissioners Mattituck Fire Department Pike Street Mattituck, NY 11952 Re: Harbor View major subdivision located at Mattituck Dear Sirs: Pursuant to our. conversation, I am sending. you a map of the above mentioned subdivision for your recommendations on where to place fire. hydrants. It appears tame that yard hydrants, as indicated on the enclosed map, and-for irrigation purposes only, and. won't serve for fire protection. In reviewing these, please tell us where you would like the hydrants, as well as, the required output of gallons-per-minute for each hydrant. Mr. Angus Henderson, an engineer for this- project,cpn be reached at 935-8870 to answer any questions you might have pertaining to the water supply system. If you have any other auestions, please don't hesitate to contact this office. Thank you for your assistance in reviewing these plans. Very truly yours, BENNETT ORLOWSKI,JR., CHAIRMAN ~OUTHOLD TOWN PLANNING BOARD By Diane M. Schultze,Secretary enc. P T 'S. D ~ ~ Southold, N.Y. 11971 (516) 765-1938 July 17, 1984 Robert N. Thurber New York State Department of Environmental Conservation DEC, Building 40, Room 219 SUNY, Stony Brook, NY 11794 Re: Bayview Ventures Ltd.. Map of Harbor View Dear Mr. Thurber: In regard to the review of Bayview Ventures, Ltd, located at Mattituck, by the Planning Board, we question the wetlands line that is shown on the map. We, therefore, request your confirmation of the line as shown on plans dated August 19, 1982. Thank you for your assistance in this matter. Very truly yours, ~~l~LJ~-1 ~2- d~-*1~ Bennett Orlowski,Jr., Chairman Southold Town Planning Board dms i Branch Offices: ~O E RS Partners: ORLANDO, FLORIDA V RUSSELL S. BODWELL ROSEMONT, ILLINOIS ~ ~gg4 =~ti O. JOHN J. PRICE PISCATAWAY, NEW JERSEY ~ Z HALL CLAR EME7 MASON, OHIO ~ ~ JAMES DELAND J Main Office: ~ ~ ANGUS D. HENDERSON 120 EXPRESS STREET O CONSULTANT PLAINVIEW, NEW YORK 11803 •~OD PAUL H. ULATOWSKI ASSOCIATE CONSULTING ENGINEERS HENDERSON AND BODWELL 120 EXPRESS STREET, PLAINVIEW, NEW YORK 11803 516-935-8870 July 3, 1984 Planning Board Town of Southold Main Road Southold, NY 11971 Gentlemen: At the request of Mr. Thomas Gill, we are sending you herewith one additional copy of the specifications and drawings for the proposed water supply system for the "Bayview Ventures" project. Very truly yours, AngLyS~D. Henderson ADH/dm !lIVVVVVV////// Enc. cc: Mr. T. Gill ~ i P ~FFO(.,{r~ T ~ D V~ , g S `~1 Y Southold, N.Y. 11971 (516) 765-1938 June 28, B84 Mr. Anthony Conforti 739 East Main Street Riverhead, NY 11901 Re: Harbor View applicant: Bayview Ventures, Inc. Dear Mr. Conforti: The following action was taken by the Planning Board, Monday June, 25, 1984. RESOLVED that the Southold Town Planning Board grant a 90-day extension on filing the final maps of Harbor View located at Mattituck in order thattthe approvals of the"Suffolk County Department of Health and Department of Environmental Conservation can be obtained. If you have any questions, please contact this office. Very truly yours, BENNETT ORLOWSKI, JR., CHAIRMAN ~SQUTHOLD TOWN PLANNING BOA(~/R~}D~ By D-Diane -M Sc~hu~lt~ze ~S c~~tar~ i ~ Branch Offices: ,,~Y y Partners. ORLANDO, FLORIDA ~VI~ 26 1980 ~OERS RUSSELL S. BODWELL ROSEMONT, ILLINOIS ~~Q JOHN J. PRICE PISCATAWAY, NEW JERSEY ~ 2 STEVEN L. SAMET MASON, OHIO ~ ~ HALL CLARKE J JAMES DELAND Main Office: 2~~~ ANGUS D. HENDERSON 120 EXPRESS STREET CONSULTANT PLAINVIEW, NEW YORK 11803 ~~~OO~-` V- PAUL H. ULA70WSKI ASSOCIATE CONSULTING ENGINEERS HENDERSON AND BODWELL 120 EXPRESS STREET, PLAINVIEW, NEW YORK 11803 516-935-8870 June 25, 1984 The Planning Board Town of Southold Main Road Southold, New York 11971 Gentlemen: Mr. Thomas Gill has requested that we send directly to you the following papers concerning the proposed • water supply for Bayview Ventures, Inc. at Mattituck, New York: 1. Water Supply Report Bayview Ventures, Ltd. Mattituck, L. I. (July, 1983) 2. Bayview Ventures, Inc. Mattituck, New York Specifications Water Supply Facilities (Revised March,13,1984) 3. Set of Construction Drawings for Water Supply Facilities (October 26,1983 for project (5 sheets) Revised 3/13/84) We will be pleased to answer any questions you may have, or to supply any additional information you may need. You can phone me at (516) 935-8870 Yours very truly, Lf'Y[ ° rvL .U~ 17~n~r~v~2~ adh/sk A~s D. Henderson enc. cc: T. Gill C'h~fi^^ U~26~~ R. S. Bodwell ~ Go~j s Q~~ /IQ,C'Q-urea ~ p~ ~ ~~~-nn~rq ~6 ° UI~~ ~~c~ JUN 2 fi 1984 ~ ORTH FORK ENVIRONMENTAL C , N N Box 311, Sou+hold, New York II U O ~ Jl1N 2 01984 ;i i f TOWN OF SOUTHOLD Mr. Robert Thurber Re: Bayview Ventures Inc. DEC, B wilding 40 PO Drawez 1269 SUNY Campus, Southampton N.Y. 11968 Stony Brook,N.Y. L1794 June 19, 1984. Dear Mr. Thurber: The North Fork Environmental Council opposes: the granting of a SPDES permit for B ayview Ventures, Inc. for the following reasons: , 1. In the summer you may have 1600 gals of .discharge per day containing 240 mg/1 N03 and 33~000mg/1 Clorides and practically nothing during the winter therefore: 2. This could cause an algae bloom and/or change the salinity of the creek. It is our understanding that this arm of Deep Hole Creek is very shallow.. We would request that a study be done by an impartial source before the llEC approves this application. 3. What type of acid is being used in this ion exchange system and hova will that effect the creek? 4, 41e would oppose any water system that is to be run by a developer. Who viill maintain this. system and cvho will do the monitering and \ testing? The Town has hud an unhappy experience with the Captain Kidd Water System that still II C~~ n, ~2~ `btil ~'P2 N ~ I NORTH FORK ENVIRONMENTAL COUNCIL, INC. N Boz 311, Sou hold, New York 11971 C - 2 - has not been resolved. .any new wat@r treatment facility should be maintained by an existing. ...water district (such as~ Greenport) or Southold Town. The NFEC suggests the reject water might be treated by a de-ni~CSification system and returned to the ground water.: we foresee not only a change in the ecosystem in the creek, but a possible intrusion of salt water in the near fu ure. incerely, Ruth Oliva, President ~":-l~ C~ NTY OF SUFFOLK a®~ [JUN ~ ~ PETER F. COHALAN SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PLANNING LEE E. KOPPELMAN DIRECTOR OF PLANNING June 8, 1984 Mr. Bennett Orlowski, Jr., Chairman Town of Southold Planning Board Main Road Southold, New York 11971 ? Re: Map of Harbor View Southerly side of New Suffolk Avenue, 110.00 feet easterly from Deep Hole Drive, Mattituck, New York. Dear Mr. Orlowski: The Suffolk County Planning Commission at its regular meeting on June 6, 1984, reviewed the proposed subdivision plat entitled, "Map of Harbor View", referred to it pursuant to Section 1333 of the Suffolk County Charter. After due study and deliberation it resolved to disapprove said map for the follow- ing reasons. The proposed layout contains the following problems: 1. There is a sharp bend in the existing alignment of New Suffolk Avenue in the vicinity of Lot 33 which can result in the encroach- I went of pavement and/or vehicles onto private property. The align- ~ ment should be improved by the use of a large radius curve. ~ 2. The question of stormwater runoff within the Swale along the west- erly boundary of this tract has apparently not been addressed. ~ This Swale carries runoff from a large area on the northerly side of New Suffolk Avenue, from New Suffolk Avenue and from the prop- I erties along the Swale to the south of New Suffolk Avenue. Dis- I charge of this stormwater can have an adverse impact upon the envi- ronment of Dredged Creek and Deep Hole Creek. As the runoff characteristics of the area change through development the capacity and nature of the Swale may be adversely affected. The existing culvert under New Suffolk Avenue may become inadequate and flooding a problem. All necessary easements should have been obtained at this time to insure proper functioning of the Swale, and the pro- tection of the tidal bodies of water into which the Swale dis- charges. ' ~ ~~~v,~c,~ ? O VETERANS MEMORIAL HIGHWAY ~/'I' ~ HAUPPAUGE. L.L. NEW YORK I 1 ]BB ~J ~ ~ (318)360-3192 Mr. Bennett Orlowski, Jr. - 2 - .Tune 8, 1984 Re: Map of Harbor View 3. The building envelopes are shown as being setback 75 feet from the upland edge of the tidal wetlands. It has long been the belief of the Commission that a 100 foot setback would afford the wetlands greater protection, help protect residential structures from storm damage where there is potential for wave run-up and flooding, and provide a greater aesthetic value to the area. One or more lots, as presently laid out, may not be buildable if a 100 foot setback is initiated. It is felt that these problems can be effectively mitigated by clustering. Clustering will help to preserve the existing character of the land and the surrounding area and would be in keeping with the smaller lot area in the sub- division to the west. Very truly yours, Lee E. Koppelman Director of Planning by Charles G. Li d, Chief Planner Subdivision Review Section File: S-SD-84-07 CGL:jk Encl.: Map cc: J. A. Kinsella, County Clerk • Q~oS~FFO~~o f s ~ ~ o • ~ X01 ~ TELEPHONE (516) 7653892 BOARD OF TO~C'N TRUSTEES TOWN OF SOUTHOLD Town Hall, 53095 Main, Road P.O. Box 728 Southold, New York 11971 June 4, 1984 Mr. Robert N. Thurber New York State DEC Bldg. 40, SUNY - Room 219 Stony Brook, New York 11794 Re: A~Iplication of Bayview Ventures, Inc. Dear Mr. Thurber: The Trustees are opposed to the above referenced project because it will change the salinity of the creek, which may cause a pollution problem, in the water. This would possibly deteriorate the marine life in the creek also. The Board of Trustees would appreciate your careful consideration to this application, in regard to the possible problems that could occur. I We are very sensitive to protecting our Town's natural ~ resources and waterways. Very t m y yours, ry P. Smith, President Board of Town Trustees cc: Trustees Planning Board f LAW OFFICE ~ ANTHONY T. GONFORTI P. EDWARD REALE ]D9 EAST MAIN STREET LYD/A J. RUFFOLO RR'E RHEAD, NEW VORK 11901 OF COUNSEL - 616d2]-61 O] June 4, 1984 Benjamin Orlowski Chairman Town of Southold Planning Board Town Hall Main Road Southold, New York 11971 Re: Application of Bay View Ventures Ltd. and Mattituck Harbor Associates Map of Harbor Cove Farms Dear Mr. Orlowski: The undersigned represents Mattituck Harbor Associates and Bay View Ventures Ltd., owners of the property for which a major subdivision has been approved under the above-referenced name. Because of a delay in the processing of the required approval by the New York State Department of Environmental Conservation, request is hereby made that time for filing final maps be extended for an additional ninety (90) day period running from the date of expiration of the current extension. I The final date for submission to the Department of Environmental Conservation is June 22, 1984, and we have been given every indication that the DEC will approve the map, as submitted; and will approve the on-site water supply and distribution system. i, Representatives of the Suffolk County Environmental Conservation Department have advised that the waste water systems will be approved upon presentation of the DEC approval. Your continued courtesies in this matter are greatly appreciated. urs e y tru y, THONY T. CONFORTI ATC:lme cc: Thomas E. Gill. Esq. ~ - ! ~ I ~FFOL,tr p~ D .Y ~ sL~ ~~1 Y Southold, N.Y. 11971 (516) 765-1938 June 4, 1984 Mr. Anthony Conforti 739 E. Main Street ' Riverhead, NY 11901 Re: Harborview at Mattituck Dear Mr. Conforti: Enclosed is a copy of correspondence from the Mattituck ~ Fire District with regard to the above mentioned subdivision. Please also let this confirm that st is timely for you to request an extension for filing the completed final i maps in order that your preliminary approval does not expire. if you have any questions, please don't hesitate to contact this office. Very truly yours, BENNETT ORLOWSKI, JR., CHAIRMAN SQUTHOLD TOWN PLANNING B RD By Diane M. Schultze, Secr tary enc. r - ' ~ ' ~1AY 311984 Phone 298.8839 MATTITUCK FIRE DISTRICT MATTITUCK. LONG ISLAND. N. V. 11952 May 29, 1984 Mr. Bennett Orlowski Jr. Southold Town Planning Board Southold, N.Y. 11971 Re: Fire Wells at Harbor View Dear Benny, The Board of Fire Commissioners of the Mattituck Fire District find the location of fire hydrants in this proposed developement to be satisfactory, the exception they find is tha 4" water main on Ha111s Creak Court. With the installation of a 6" main on Ha11's Creek Court the entire water system would be acceptable. Any further information needed please contact the undersigned. Cordially, ohn A. K g Sect. attituck Fir Dist. I ~~V` ~„~~\3\ c 1 i ~ VFFDIrf~ P D Z TO°; D Southold, N.Y. 11971 -(516) 765-1938 May 14, 1984 Mr. Lawrence Tuthill 1215 Inlet Lane Greenport, NY 11944 Re: Bond estimate for Harbor View Estates Dear Mr. Tuthill. Enclosed is a copy of the road report prepared by Howard Younq regarding the above mentioned subdivision. This report should be taken into consideration in preparing the bond estimate. If you have any questions, please feel free to contact this office. Very truly yours, BENNETT ORLOWSKI, JR., CHAIRMAN OLD TOWN PLANNING BOARD Ole ~dvK~v By Diane M. Schul ze, Secretary enc. ~ LAWRENCE M. TLJTHILL PROF68810 NAL EN OIN E6R INLET LANE EXT. O REENPORT. N.Y. 11944 ~R[cNroRT 7~169a June 27, 1984 Mr. Bennett S, Orlowski, Jr, Chairman Southold Town Planning Board MainRoad Southold, N~ 11971 Rel Subdivision entitled Harbor View" Mattituck ( formerly Bay View Ventures dated Feb. 27, 1984 Gentlemens I have reviewed the above mentioned subdivision and make the following comments and recommendations in addition to my letter of October 20, 1982 to~he Planning Board. Comments 1. Although requested. in the letter of October 20, 1982, no change has been made regarding drainage. 2. That the drainage system as now shown appears unsatisfactory. The problem initiates with the trying tc~drain water at Cu1De Sac at Hall creek Court through piping tc~the so called Shallox Vertical Sand Drain adjoining Lot No. 5. If leaching pools only were used at this Cul De Sac, the remaining piping could be raised and proper slopes for the piping could be achieved. At pxesent the last section of pipe leading into the vertical sand drain has only a difference in elevation of 2~" in 200', which is definitely unsatisfactory. Catch basins at the intersection of Hall Creek Court and Hall's Creek Driive should be added and piped along Hall's Creek Drive to Meadow Beach Lane and conrrect the Catch basins at this intersection and then piped into the Vertical Sand Drain. 3. That Lots Nos. 9, 10, 11, 12, 13, 14, 22, 23r 29, 30, 31, and 32 aprear to have included. the wetlands in the area computations and would be undersized if the wetlands were not included. 4. That although yard hydrants are~iow shown it appears that this water system has several limitations for use for fire protection and that a thorough investigation would reveal the system unsatisfactory Two shallow fire wells should be required to meet.. the planing Board specifications, 5. That the water system now proposed have the following changes. A, That the water main along New Suffolk Avenue be at least 8" so as to be compatable for a future municipal water supply system along this road. B. That 2" water lines be provided under the proposed roads to supply property owners on the opposite side of the street _ _ - . ' ~ Page ii He.rbor View ~ 6~27~84 of the water main. The proposed crossover to be at the property lines so as to supply 2 adjacent property aners. This work to be done before road construction, C, That approval of the gabion wall be denied. This type construction has not proved sucessful in salt water ¢ue to vaurious deficiencies. Zt also noted that tA~s wal is in the natural drainage channel of water traveling to the creek £rom the 30" culvert under New Suffolk Avenue. Recommendations 1. That a drainage easement be provided for the water discharg~~§g from the 30" culvert mentioned above along the westerly line of the subdivisi on for Lots Nos, 1, 2, 4 and $ as this is the low area forming the channel through w61ch the water passes over toknter the creek. i 2, That a normal recharge basin be built at the area designated Shallow Vertical Drain adjacent to Lot No, 5. As presently sh011A the depth of the water could reach six feet wring periods of frozen ground during the xinter months, creating a public hazard. a fence must be provided at this location. 3, That some of the loam in the sand Swale be removed to its total depth to provlde proper percolation in this type system. 4, shat leaching pools and catch basins be provided at the junction of Meadow Beach Road and New Suffolk Hvenue. Respectifully submitted, e%'~ 1 ~I I _ _ - ~ _ * _ Y ~ublir lurks 3~r}~ttrtmrnf ~nwn of ~nuthnlD ~rrnnir, ~1.~. 11958 RAYMOND C. DEAN TE~.7es-3140 COMMISSIONER 734-5211 October 20, 1982 ~cr2oREC~~ Southold Tom Planning Board - Town Hall Main Road Southold, New York 11971 Re: Bay View Ventures, Ltd Mattituck Gentlemen: I have reviewed the prel;m;nary map of Bay View Ventures, Ltd at Mattituck and concur with the enclosed report of Mr. Jack Davis. Very truly yours, Raymon~an Superintendent of Highways RCD/plm Enc. 0 No. 252 T0: Ra~sond C. De~an~_Su erinten~tent Date• 10/18/82 Town-193~»ara eD artmen[ out o7~ w Yor 7T---' FROM: John W. Davin BAY VIEW VENTURES, LTD. at MATTITUCK RE : _pral imin3ry._Subdivisicm_ 21ap Dated 8/20/82 COM:•9ENTS ; 1. Afield inspection should be made at the intersection of Road "B" and New Suffolk Avenue to see if exiting eastbound and westbound traffic have sufficient sight distance due to the curve west of the intersection. 2. Plans do not indicate type of Tewn Highway pavement to be constructed. Blacktop pavement in accordance with-Town specifications is recommended. Also, existing pavement Road • "A" should be scarified, rolled and left in place refers placing new pavement. 3. The road profiles fit the existing conditions and are correet for the road layout as shown which is generally acceptable. 4. The proposed 26 ft, proposed pavement widY_h on Road "A" to save the large trees is approved. Grading to get drainage runoff from the pavement here into the swales will be difficult. (See proposed construction in I'. Young's report). With 26 ft. pavement on Road "A" the cul-de-sac pavement could also be 26 ft. in width. 5. The pavement widths at the turning areas Road "D" and at the end of Road "C" are shown as 16 ft. in width. These pavement areas should be designated as one way. 6. Depths of vertical sand drains are 6 ft. and 4 ft. (Lot 5), 4 ft. (cul-de-sac at Road "A") and 4 ft. (Lot 17). The drains when holding water could be a hazzard for small children and more so when. iced over. Fences are recommended around the vertical sand drains. 7. According to designer's report, 8" high dams will will be placed across swalee- '4here driveways are to be .located to make ponciing areas. No notes are on plans for this. 8. Drainage: No information showt;. as to subsoil conditions or water table elevations. One vertical sa drain has a bottom at elevation 2.0. This data should be on the plans. Number of rings used at C.B.-L.P.'s not indicated. Plans say height varies. Heights usually determined by borings or test holes. Designer probably has this information. I questior. the report statement that more than 50% of the storm water will recharge in the ponded Swale areas. The 4" seeded topsoil in the swales will leach water, but the subsoil underneath should be pervious (sand or gravel). Test holes are necessary. I do trot agree with some of the drainage runoff calculations. I do agree with the runoff areas, 16.2 acres, used for those computations. Contours indicate that runoff for the major portion of the 49 acres in the subdivision does not go to the swales, L.B.'s or sand drains. Recommend a meeting with H. Young to go over the drainage details, etc. » ~ ro~r~ To: Raymond C. Dean; Superintendent ~ Report No. 363 Southold ToFm Highway Department" Fran: John W. Davis Date: May 10, 1984 Re: Field inspection at Harbor View at Mattituck Final Road and Drainage plans dated February 27, 1984 Cannents: Present: R. C. Dean, J. W. Davis and H. Young designer of the project. This inspection was requested by Mr. Dean, mainly to observe existing conditions at the entrance mad (Meadow Beach Lane) and to see has they would adjust to the proposed £ypical section. This road section is a separate submission and not on the plans. The road is lined on both sides with 20" to 30" maple trees with a parallel line of privet hedge behind the trees. The proposed section shows a 26 ft. pavement width. Randan measurements taken today indicate clearances of 30 ft. to 31 ft. between the trees which would leave shoulder widths of about 2 ft. The pavement here will have flush header curbs which does not shwa on the road section. Also, based on the existing O.S. conditions behind the trees and swale construction, the hedges cannot be salvaged. In order to eliminate cutting sane of the tree roots it was suggested that the proposed road profile be raised. H. Young will look into this. The water main shoran az the right side of Meadow Beach-Lane will have to be installed in the road. Providing the 2 ft. shoulder widths are considered sufficient the 26 ft. pavement width in Meadow Beach Lane is acceptable. Construction details, specifications, etc. for the water system, not designed by H, Young will be forwarded to Mr. Dean and the Planning Board. Drainage design briefly discussed. The Young report dated 6/17/82 calls for swales with 8" high dams, (spaced at 100 ftt accrording to Mr. Young today). This is to create ponding areas to increase the amount of recharge. Carr paring the depth of loam shown by test hole data on the plans with mad profiles, most of the topsoiled swales could be in loam. The report estimates that more than 509s of the storm water will recharge in the swales. Recharge through 4" of topsoil and several feet of loam may present problems. Pavement elevations on other turnarounds will be shown on the plans as indicated at the end of Meadow Beach Lane. ~r ^ . r Report No. 363 cont. The following items not discussed with Mr. Young today: Fencing not shown at vertical sand drains. If the project is not to be private, fencing should be installed. ' There is a very small recreation area (con[m:nity beach) sham on the plans. Road alignment and profiles, drainage structures and typical road sections (to be asphalt surfaced) at both 26 ft. and 28 ft. widths are acceptable. Access will have to be maintained during construction for residents within this project and others who use the present roads. John W. Davis cc: ~'SOUthold Town Planning Board Highway Committee L. M. Tuthill, P.E. LAWRENCE M. TUTHILL PROFESSIONAL EN OIN EER INLET LANE EXT. G REENPORT. N.~'. 11944 GREENPORT 71632 October 20, 1982 OCT 21 RECD Mr. Henry F, Rayynor, Jr., Chairman Southold Town P''anning Eoahc Main !?pad Southold, NY 11971 Subdivision entitled "Bay View Ventures Ltd" at Mattituck dated Aug 18,, 1982 Gentlemen: I have reviewed the above subdivision and make the following comments anc recommendations Comments L. That there is only a small area for park aril olaygroumc designated community beach. 2. That there be parking provided at the community .beach., (dcfw ee/+~ 3. That a road be provided ~ the erd of Road "A" aril-" l Road This would eliminate 2 cul de sacs and the need of Read "D" from station 6 to station 10. Lt. That consideration be given to raising Road nAo less than lOn. Rec anmerldations 1. That the drainage be recalculated. It is noted that the road area including swales is a~meSt 8 acres, although only 16.2 acres of drainage is provided. Since upon development of property the lame is usually regraded to elope lark from the house to the road ~ it is recommenced that .!S o8 an acre be used for each lot as minimum amount, for drainage calculations. 2, That since the depth of the sans drains is greater than 2.51, that the area be considered a recharge basin arri that Tenses be requcred. 3. That the flood Blain elevat`on of P.1 be clearly ' designated on the map and that man be sent to FF14A to be used to correct the existing maps which were based on 5' contnurs. { 1t. Tnat firs wells be provided. f ?.espectifully submitted, `.~6 p'z1 + To: Raymond C. Dean; Superintendent ~ Report No. 363 Southold Town Highway Department"' Fran: John W. Davis Date: May 10, 1984 Re: Field inspection at Harbor View at Mattituck Final Road and Drainage plans dated February 27, 1984 Ca[ments: Present: R. C. Dean, J. W. Davis and H. Young designer of the project. This inspection was requested by Mr. Dean, mainly to observe existing conditions at the entrance road (Meadow Beach Lane) and to see how they would adjust to the proposed typical section. This road section is a separate su}xnission and not on the plans. The road is lined on both sides with 20" to 30" maple trees with a parallel line of privet hedge behind the trees. The proposed section shows a 26 ft. pavgnent width. Randan measurements taken today indicate clearances of 30 ft. to 31 ft. between the trees which would leave shoulder widths of about 2 ft. The pavenent here will have flush header curbs which does not shag on the road section. Also, based on the existing O.S. oonditions behind the trees and swale construction, the hedges cannot be salvaged. In order to eliminate cutting sane of the tree roots it was suggested that / the proposed road profile be raised. H. Young will look into this. I1 The water main shave on the right side of Meadaa Beach Lane will have to be installed in the road. Providing the 2 ft. shoulder widths are considered sufficient the 26 ft. pavement width in Meadow Beach Lane is acceptable. Construction details, specifications, etc. for the water systen, not designed by H. Young will be forwarded to Mr. Dean and the Planning Board. Drainage design briefly discussed. The Young report dated 6/17/82 calls for swales with 8" high dams, (spaced at 100 ftt according to Mr. Yaing today). This is to create ponding areas to increase the amount of recharge. Can- paring the depth of loam shown by test hole data on the plans with road profiles, most of the topsoiled swales could be in loam. The report estimates that ~re than 50$ of the storm water will recharge in the swales. Recharge through 4" of topsoil and several feet of loam may present problems. Pavement elevations on other turnarounds will be shown on the plans as indicated at the end of Meadow Beach Lane. _ ~ ~ ~ Report No. 363 cont. The follaaing items not discussed with Mr. Young today: Fencing not shoran at vertical sand drains. If the project is not to be private, fencing should be installed. ' There is a very small recreation area (community beach) shown on the plans. Road alignment and profiles, drainage structures and typical road sections (to be asphalt surfaced) at both 26 ft. and 28 ft. widths are acceptable. Access will have to be maintained during construction for residents within this project and others who use the present roads. John W. Davis cc: thold Town Planning Board Highway Cc[[mittee L. M. Tuthill, P.E. PL; -1~NIF~G~~(~'r D Tck1, 0~, S0 ' 'LD Sq ~K^i~~ ~ Y t~ Southold, N.Y. 11971 (516) 765-1938 May 10, 1984 Mr. Lawrence Tuthill 1215 Inlet Lane- Greenport, NY 11944 Dear Mr. Tuthill: The following actiori was taken by the Southold Town Planning Board at the regular meeting Monday, May 7, 1984. RESOLVED that the Southold Town Planning Board refer the final maps of Harbor View (formally known as Bayview) to Mr. Lawrence Tuthill for a bond estimate. Enclosed are the maps for your review, this subdivision is located at Mattiuck. Thank you for your assistance. Very truly yours, BENNETT ORLOWSKI, JR., CHAIRMAN UTHOLD TOWN PLANNING BOARD By Diane M. Schult2e, cretary I ~ enc. V i I i - - - ~ - j ~ ta5.~a aten NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVn ZION r NOTICE OF COMPLETE APPhICATION Applicant: Bayview Ventures, Inc. Dtte. May 9, 1984 P.0, Drawer 1269 _,I - i,rS~ Address: Southampton, NY 11968 I J" .,~~.~,d Permits applied for and application number(s) State Pollutant Discharge Elimination System (SPDES) No. NY-0199281; Public Water Supply, WSA-7404; Tidal Wetlands, UPA File No. 10-83-1485. Project description and location. Town/City of Southold County of Suffolk The Department has made a tentative determination to approve this application for a SPDES permit to discharge 400 gallons per day of process waste water from a water supply treatment plant to the easterly arm of Deep Hole Creek. The proposed discharge is loc- ated within an area designated as a sole source aquifer. Pursuant to Environmental Conservation Law 17-0828, the following public water purveyor has been identified as having a service area within a three (3) mile radius of the applicant's facility: Captain Kidd Water Company, Inc. A Water Supply permit is also required to install and operate two new 6" diameter 75' wells with pumps rated at 20 gallons per minute each for proposed 38 one family residences. A Tidal Wetland permit is required to subdivide a 49.1 acre parcel into 38 residential lots and two lots reserved for water supply and water treatment plant; each lot to be a minimum of 40,000 square feet. Lots 4, 5, 8 through 17, 22 through 32 wholly or partially within NYS Tidal Wetlands Law jurisdiction SEQR DETERMINATION: (check appropriate box) SEE ATTACHED SHEET FOR CONTINUATION ? SEQR-1 Project is not subject to SEQR because it is an exempt, excluded or a Type II action. ? SEQR-2 Project is a Type I action; it has been determined that the project will not have a significant oiiect on the environment. A Negative Declaration has been prepared and is on file. 2c! SEQR-3 Project is an unlisted action; it has been determined that the project will not have a significant eff(•et un the environment. ? SEQR-4 A draft environmental impact statement has been prepared nn this project and is on Tile. ? SEQR-5 A final environmental impact statement has been prepared Dn this project and is on file SEQRLEAD AGENCY Southold Town Planning Board AVAILABILITY FOR PUBLIC COMMENT: Applications may be reviewed at the address listod below. Comments on the project must be submitted to the Contact Person indicated below by no later than Tuna 22 1984 CONTACT PERSON: Robert N. Thurber NYSDEC, Bldg. 40, S1JNY--Room 219 (516) 751-7900 Stony Brook, NY 11794 TO THE APPLICANT: 1 . THIS IS NOT A PERMIT 2. This is to advise you that your application is complete and a review has eummen(ed. Additional inlunnaliun mdy be mqueH Vd Innn you .n .i keum date, if deemed necessary, in order to reach a decision on your application. 3. Your project is classified MAJOR. Accordingly, a decision will Ix• made within 9U days of the date of Ihi. Nntiu•. II a public hearng is nee r..,u), yr n, will he notified within 60 days and the hearing will commence within 9U days o(Ihe dale of this noliu•. If a hearing is held, the Iin.J de< isiun ssdl be made within 60 days after the hearing is completed. cc: Southold Town Planning Board 3. Publication of this Notice in a newspaper is: ~ required ? nut required Stephen Costa, P.E. , SCDFIS I( required, please consult the accompanying transmittal lever for further instructions. Southold Town Supervisor R. Baker, EPA CC Chief Executive Officer T. Snyder Environmental Notice Bulletin, Room 509, 50 Wolf Road, Albany, N.V. 12233~0(Nlt A, AdamCZyk File 7. Baier Suffolk County Attorney Southold Town Clerk D. Moran, SCDH APPLICANT Chief, Water Bureau G. Faustel rJ f Bayview Ventures, Inc. 10-83-1485 NY-0199281 WSA-7404 CONTINUATION to have deed restrictions that all development will conform to tidal wetlands regulations Section 661.6 Development Restrictions. Construct water treatment plant, 2' X 8' to 12' long curving gabion wall at discharge point and road with surface runoff recharge basins having a capacity to contain a minimum of a five year storm. Project site is on Deep Hole Creek, Halls (Mud) Creek and Great Peconic Bay, south side of New Suffolk Avenue, 110*_ l.f. east of Deep Hole Drive, Mattituck, New York. • • ta~' ~ t3ren NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION , NOTICE OF COMPLETE~APQ,.[,ICATION Applicant: Bayview Ventures, Inc. DtIP: May 9, 1984 ' Address: P.O. Drawer 1269 \ NY 11968 ...r +_bak ~-?i~.efd Southampton, Permits applied for and application number(s) State Pollutant Discharge Elimination System (SPDES) No. NY-0199281; Public Water Supply, WSA-7404; Tidal Wetlands, UPA File No. 10-83-1485. Project description and location. Town/City of Southold County of Suffolk ti The Department has made a tentative determination to approve this application for a SPDES permit to discharge 400 gallons per day of process waste water from a water supply treatment plant to the easterly arm of Deep Hole Creek. The proposed discharge is loc- . ated within an area designated as a sole source aquifer. Pursuant to Environmental Conservation Law 17-0828, the following public water purveyor has been identified as having a service area within a three (3) mile radius of the applicant's facility: Captain Kidd Water Company, Inc. A Water Supply permit is also required to install and operate two new 6" diameter 75' wells with pumps rated at 20 gallons per minute each for proposed 38 one family residences. A Tidal Wetland permit is required to subdivide a 49.1 acre parcel into 38 residential lots and two lots reserved for water supply and water treatment plant; each lot to be a minimum of 40,000 square feet. Lots 4, 5; 8 through 17, 22 through 32 wholly or partially within NYS Tidal Wetlands Law jurisdiction SEQR DETERMINATION: (check appropriate box) SEE ATTACHED SHEET FOR CONTINUATION ? SEQR-1 Project is not subject to SEQR because it is an exempt, excluded or a Type II xtion. ? SEQR-2 Project is a Type 1 action; it has been determined that the project will not have a significant efiect on the environment. A Negative Declaration has been prepared and is on file. SEQR-3 Project is an unlisted action; it has been determined that the project will not have a significant efiect on the environment. ? SEQR-4 A draft environmental impact statement has been prepared on this project and is on file. ? SEQR-5 A final environmental impact statement has been prepared on this project and is on file SEQRLEAD AGENCY Southold Town Planning Board AVAILABILITY FOR PUBLIC COMMENT: Applications may be reviewed at the address listed below. Comments on the project must be submitted to the Contact Person indicated below by no later than June 22 1984 CONTACT PERSON: Robert N. Thurber NYSDEC, Bldg. 40, SUNY--Room 219 (516) 751-7900 Stony Brook, NY 11794 TO THE APPLICANT: 1 . THIS IS NOT A PERMIT 2. This is to advise you Ihat your application is complete and a review has contmunced. AdtGtional information may be neµresled trurn pnr at a W luu~ date, if deemed necessary, in order to reach a decision nn your application. 3. Your project is classified MAIOR. Accordingly, a decision will be made wilhm 90 days of Ihc• dale o(ihis Nn1iu•. II a public hoanng is neu•s~ary. yuu will be notified within 60 days and the hearing will commence within 90 days o(ihe date o(this notice. If a hearing is hr-0d, the find derision sill bo made within 60 days after the hearing is completed. CC: SOU thOld Town Pldnning Board 3. Publication of this NoUCe in a newspaper is: ® required ? no1 required Stephen Costa, P.E., SCDHS If required, please consult the accompanying transmittal letter for further imtructions. Southold Town Supervisor R. Baker, EPA CC Chief Executive Officer T. Snyder Environmental Notice Bulletin, Room 509, 50 Wol( Road, Albany, N.Y. 12233-0001 A, AdamC2yk File S. Baier Suffolk County Attorney D. Moran, SCDH Southold Town Clerk Chief, Water Bureau APPLICANT G. Faustel rj ~ ~ ` Bayview Ventures, Inc. 10-83-1485 NY-0199281 WSA-7404 CONTINUATION to have deed restrictions that all development will conform to tidal wetlands regulations Section 661.6 Development Restrictions. Construct water treatment plant, 2' X 8' to 12' long curving gabion wall at discharge point and road with surface runoff recharge basins having a capacity to contain a minimum of a five year storm. Project site is on Deep Hole Creek, Halls (Mud) Creek and Great Peconic Bay, south side of New Suffolk Avenue, 110± l.f. east of Deep Hole Drive, Mattituck, New York. f ' ''r•. a . ~ , ~ ~ : n- ~ y r . r / - r ~ ~ _ 1 i~ ~rvr,t'= . L r + ~ ~'AY 14 1984 t,.,z.rar8zl NEW YORK S7 ATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTICE OF COMPLETE APPLICATION , Bayview Ventures, Inc. D.rte: May 9, 1984 Applicant: Address: P.O. Drawer 1269 _f________ Southampton, NY 11968 Permits applied for and application number(s) State Pollutant Discharge Elimination System (SPDES) No. NY-0199281; Public Water Supply, WSA-7404; Tidal Wetlands, UPA File No. _10-83-1485. Project description and location. Town/City of Southold County of Suffolk _ The Department has made a tentative determination to approve this application for a SPDES permit to discharge 400 gallons per day of process waste water from a water supply treatment plant to the easterly arm of Deep Hole Creek. The proposed discharge is loc- ated within an area designated as a sole source aquifer. Pursuant to Environmental Conservation Law 17-0828, the following public water purveyor has been identified as having a service area within a three (3) mile radius of the applicant's facility: Captain Kidd Water Company, Inc. A Water Supply permit is also required to install and operate two new 6" diameter 75' wells with pumps rated at 20 gallons per minute each for proposed 38 one family residences. A Tidal Wetland permit is required to subdivide a 49.1 acre parcel into 38 residential lots and two lots reserved for water supply and water treatment plant; each lot to be a minimum of 40,000 square feet. Lots 4, 5, 8 through 17, 22 through 32 wholly or partially within NYS Tidal Wetlands Law jurisdiction SEQR DETERMINATION: (check appropriate box) SEE ATTACHED SHEET FOR CONTINUATION C SEQR-1 Project is not subject to SEQR because it is an exempt, excluded or a Type II action. ? SEQR-2 Project is a Type I action; it has been determined that the project will not have a sitinifiaint effect on tho environment. A Negative Declaration has been prepared and is ~n file. SEQR-3 Project is an unlisted action; it has been determined that the project will not have a significant eftect on the environment. SEQR-4 A draft environmental impact statement has been prepared nn this project and is tin tile. ? SEQR-S A final environmental impact statement has been prepared on this project and is on file SEQRLEAD AGENCY Southold Town Planning Board AVAILABILITY FOR PUBLIC COMMENT: Applications may be reviewed at the address listed below. Comments on the project must be submitted to the Contact Person indicated below by no later than .T rnP 1984 CONTACT PERSON: Robert N. Thurber NYSDEC, Bldg. 40, SUNY--Room 219 (516) 751-7900 1, Stony Brook, NY 11794 TO THE APPLICANT: 1 . THIS IS NOT A PERMIT 2. This is to advise you That your application is complete and a review has commenmd. Additional information may be reque,n~d inmr yuu .il ,i lunar date, ii deemed necessary, in order to reach a decision on your application. 3. Vour project is classified MAJOR. Accordingly, a decision will he made within 90 days ul the date o(Ihu Notice. li a public hrarinh i. nereuary, yuu will be notified within 60 days and the hearing will commence within 90 days u(Ihr~ date o(Ihis notice. G a hearing is hold, the iin.d der isiun rr it l by made within 60 days after [he hearing is completed. cC: SOU ChOld Town Planning Board 4. Publication of this Notice in a newspaper is'. ®requ{red ~ nut requlmr} P,E. SCDHS If required, please consult the accompanying Transmittal lever for iunher instructions. Stephen (,OSta, , Southold Town Supervisor R. Baker, EPA CC Chief Executive Officer T. Snyder Environmental Notice Bulletin, Room 509, 50 Wolf Road, Albany, N.Y. 12233-0001 A. AdamCZyk Hle Suffolk County Attorney J. Baler D. Moran, SCDH Southold Town Clerk Chief, Water Bureau APPLICANT G. Faustel -C~~T~~1~ J • s Bayview Ventures, Inc. 10-83-1485 NY-0199281 WSA-7404 CONTINUATION to have deed restrictions that all development will conform to tidal wetlands regulations Section 661.6 Development Restrictions. Construct water treatment plant, 2' X 8' to 12' long curving gabion wall at discharge point and road with surface runoff recharge basins having a capacity to contain a minimum of a five year storm. Project site is on Deep Hole Creek, Halls (Mud) Creek and Great Peconic Bay, south side of New Suffolk Avenue, 110± l.f. east of Deep Hole Drive, Mattituck, New York. ~ ~ to : ~ 131871 ~ ~ • NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTICE OF COMPLETE APP~,ICATION ,a c:'-.~ ca.: Bayview Ventures, Inc. Date: May 9, 1984 Applicant: -,1 L - f:a5~ Address: P.O. Drawer 1269 .:....I -_ia;; ~.:~ail:etd Southampton, NY 11968 Permits applied for and application number(s) State Pollutant Discharge Elimination System (SPDES) No. NY-0199281; Public Water Supply, WSA-7404; Tidal Wetlands, UPA File No. 10-83-1485. Project description and location. Town/City of Southold County of Suffolk The Department has made a tentative determination to approve this application for a SPDES permit to discharge 400 gallons per day of process waste water from a water supply treatment plant to the easterly arm of Deep Hole Creek. The proposed discharge is loc- ated within an area designated as a sole source aquifer. Pursuant to Environmental Conservation Law 17-0828, the following public water purveyor has been identified as having a service area within a three (3) mile radius of the applicant's facility: Captain Kidd Water Company, Inc. A Water Supply permit is also required to install and operate two new 6" diameter 75' wells with pumps rated at 20 gallons per minute each for proposed 38 one family residences. A Tidal Wetland permit is required to subdivide a 49.1 acre parcel into 38 residential lots and two lots reserved for water supply and water treatment plant; each lot to be a minimum of 40,000 square feet. Lots 4, 5', 8 through 17, 22 through 32 wholly or partially within NYS Tidal Wetlands Law jurisdiction SEQR DETERMINATION: (check appropriate box) SEE ATTACHED SHEET FOR CONTINUATION ? SEQR-1 Project is not subject to SEQR because it is an exempt, excluded or a Type II action. ? SEQR-2 Project is a Type I action; it has been determined that the project will not have a significant effect on the environment. A Negative Declaration has been prepared and is on file. s' SEQR-3 Project is an unlisted action; it has been determined that the project will not have a significant effect un the environment. ? SEQR-4 A draft environmental impact statement has been prepared on this project and is on file. ? SEQR-S A final environmental impact statement has been prepared nn this project and is on file SEQRLEAD AGENCY Southold Town Planning Board AVAILABILITY FOR PUBLIC COMMENT: Applications may he reviewed at the address listed below. Comments on the project must be submitted to the Contact Person indicated below by no later than ___.Iune 22, 1984 CONTACT PERSON: Robert N. Thurber NYSDEC, Bldg. 40, SUNY--Room 219 (516) 751-7900 ~ Stony Brook, NY 11794 i0 THE APPLICANT: 1 . THIS IS NOT A PERMIT 2. This is to advise you that your application is complete and :t review ha. cummenmd. Addilion,d information ni.ry br u•que~ted Inmi tuu .tl .i whirr date, if deemed necessary, in order to reach a decision nn your applic alion. 3. Your project is classified MAIOR. Accordingly, a decision will be made within 90 day, ui Ihr date of this Nutie e. II .I public he,lring i. nee os~,ny, you will be notified within 60 days and the hearing will commence within 90 clays of the dale of this notice. li a he.ning i. held, Ihr final de. i.iun will be made within 60 days aher [he hearing is completed. cc: Southold Town Planning Board 4. Publication n( this Notice in a newspaper is: ~ required ? nut n•quir°el $Cephen Costa, P.E. , SCD11S 6 required, please consult the accompanying transmittal letter for iunher in.truaiuns. Southold Town Supervisor R. Baker, EPA CC Chief Executive Oi(icer T. Snyder Environmental Notice Bulletin, Room 509, 50 Wolf Road, Albany, N.Y. I?233-OW I A. AdameZyk File J. Baier Suffolk County Attorney D. Moran, SCDH Bayview Ventures, Inc. 10-83-1485 NY-0199281 WSA-7404 CONTINUATION to have deed restrictions that all development will conform to tidal wetlands regulations Section 661.6 Development Restrictions. Construct water treatment plant, 2' X 8' to 12' long curving gabion wall at discharge point and road with surface runoff recharge basins having a capacity to contain a minimum of a five year storm. Project site is on Deep Hole Creek, Halls (Mud) Creek and Great Peconic Bay, south side of New Suffolk Avenue, 110# l.f. east of Deep Hole Drive, Mattituck, New York. i P ,~c,VFFD(!( D ~y>>~i TP~1~ LD ~ s °"~1~~ Y Southold; N.Y. 11971 (516) 765-1938 ' April 27, 1984 Mattituck Fire Commissioners Mr. George Lessard, President Grand Avenue Mattituck, NY 11952 Dear Mr. Lessard: Enclosed please find the map of. Harbor View, a major subdivision located at Mattituck. Would you please review this map and notify the Board if you see a need for any fire wells in this subdivision. Thank you for your assistance. ry truly yours, ~ll.C-6~.i~S1~.x- , Bennett Orlowski, Jr. Southold Town Planning Board enc, I l ~ ~ ~ q~EFd1,~~,~ P 1~~CIN „A D TO~~ ~`30U~ ~ ~D w„ ~ SLF,FOtIj~C~" 0 ' N~ ,Y Southold. N.Y. 11971 ~ HENRY E. RAYNOR. Tr.. Chairman TELEPHONE XY.34~'d67F7FX~XXd4~:,$ 765.1938 JAMES WALL BENNETT ORLOWSKI, Jr. April 23, 1984 GEORGE RITCHIE LATHAM. Tr. William F. Mullen, Jr. Suffolk County Planning Commission Veterans Memorial Highway Hauppauge, New York 11787 Gentlemen: Pursuant to Section 1333, Article XIII of the Suffolk County Charter, the Southold Town Planning Board hereby refers the following proposed final plat to the Suffolk County Planning Commission: Major (Map of) (2~iL~X' Subdivision) Harbor View Hamlet Mattituck Tax Parcel Identifier No. 1000 115.01 1 12 I Material Submitted: Minor Subdivision - Class A(3 copies) Class B (2 copies) Major Subdivision (3 Copies) X Preliminary Map (1 copy) Topographic Map (1 copy) ; Darinage Plan (1 copy) X Street Profiles (1 copy) X ; Grading Plan (1 copy) Planning Board Res. (1 copy) ; Other material (specify and give number of copies) Waiver of Subdivision Requirements - See attached sheet X Comments Very truly yours, Henry E. Raynor, Jr., Chairman _ WAIVER OF SUBDIVISION REQUIREMENTS (flap of) (Subdivision-) Harbor View Hamlet or Village Mattituck _ Town Southold _ The following items normally required as part of the subdivision applica- • i tion have been waived. Check, as required. Preliminary flap g Topographic flap R Drainage Plan X Lands ca a Plan X Street Profiles Grading Plan P Other (describe) Reason: 1) tiinor Subdivision a) Not required by subdivision regulations % b) Subdivision of lot on an existing improved filed map c) Other (describe) 2) Major Subdivision ' a) No new drainage structures and no changes in existing drainage proposed b) No new roads and no changes in existing roads proposed c) No major site clearing and grading proposed X d) Other (describe) _ _ A S~FF~(,Y P ~,~1' D r, T LD ~ ~ ~ S Y r,~.r Southold, N.Y. 11971 HENRY E. RAYNOR, Jr. , Chmrman TELEPHONE JAMES WALL 765- 1938 BENNETT ORLOWSKI, Jr. GEORGE RITCHIE LATHAM, Jr. WILLIAM F. MULLEN, JL JdnUdry 27 , 19 $ ¢ Mr. Anthony T. Conforti 739 East Main Street Riverhead, NY 11901 Re: Bay view VehtiJres; Dear Mr. Conforti: The New York State Department of Environmental Conservation is requesting more information as indicated on the enclosed letter. Please submit the information to this office for forwarding to the department. If you have any questions, contact our office. Very truly yours, HENRY E. RAYNOR, JR. CHAIRMAN SOUTHOLD TOWN PnLANNING BOARD . ~~-e_C_t~lt 0~-1 Diane Schultze U enc. cc: David Saland r FF~IK D o~ T : 10 -S ~ D c~F , , ~C= m O~y~~©1 Southold, N.Y. 11971 HENRY E. RAYNOR, 3r., Chairman TELEPHONE JAMES WALL 765-1938 BENNETT ORLOWSKI, Jr. GEORGE RITCHIE LATHAM, Jr. WILLIAM F. MULLEN, Jr. October 5, 1982 Mr. Lawrence Tuthill 1215 Inlet Lane Greenport, New York 11944 Re: Bay View Ventures, Ltd Dear Mr, Tuthill: Enclosed for your review and comments is a copy of the preliminary map for the proposed subdivision to be known as Bay View Ventures, Ltd. located at Mattituck. Also enclosed is a copy of correspondence requesting a waiver in road widths, and Drainage Calculations for this area. We would very much appreciate your reply prior to October 22, 1982, Very truly yours, HENRY E. RAYNOR, JR., CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Susan E. Long, Secretary Encls. a ~ UFFO(k P ~ D T D ~ s[~ ~1 ~ ~ Y Southold, N.Y. 11971 (516) 765-1938 April 20,1984 Mr.Raymond Dean Superintendent of Highways Peconic, NY11958 Dear Ray: Would you please review the enclosed maps of Harbor View and Woodbine Manor Section I and report to the Planning Board any reco endations or comments you might have. Please note, Harbor View is a final map, and Woodbine Manor is a preliminary map. Thank you for your assistance. Very truly yours, HENRY E. RAYNOR, JR., CHAIRMAN S UTHOLD TO PLANNING OARD y Dia M. Schu tze, S retary enc. I _ P uFFOLYn D T O`. ~ c ~ D ~ ~ SL. E'~ . y 1,~.~ Southold, N.Y. 11971 (516) 765-1938 April 6, 1984 Mr. Anthony T. Conforti Law Office 739 East Main Street Riverhead, NY 11901 Dear Mr. Conforti: A quorum of the Board met following field inspections on March 30, 1984 at Town Hall and the following action was taken. RESOLVED that the Southold Town Planning Board grant Bayview Ventures major subdivision located at Mattituck a 90-day extension for filing the final maps. If you have any questions, please contact this office. Very truly yours, HENRY E. RAYNOR, JR., CHAIRMAN ~ ~THOLD ~WN CANNING,~~p\ AR~Y~ By Dian M. Sch tze, Secretary i COUNTY OF SUFFOLK ' ~'a~;. PETER F. COHALAN SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES DAVID HARRIS. M. D.. M.P.H. COMMISSIONER April 6, 1984 Anthony T. Conforti, Esq. 739 East Main Street Riverhead, New York 11901 Dear Mr. Conforti: SUBJECT: BOARD 0? REVIEW HEARING PROPOSED SUBDIVISION OF BAYVIEW VENTURES LTD. TOWN OF SOUTHOLD At the hearing held on March 23, 1984 you had an opportunity to present your appeal of the department`s ruling on the subject application. In accordance with the provisions of Section 2~0, Article 2 of the. Suffolk County Sanitary Code, the determination of the Board of Review is as follows: Based on the information submitted, that the application be approved provided the applicant files covenants that ru.1 with the land for the four low-lying lots that the grade must be rai:;ed sufficiently to install a septic system w'th three leaching pools. First-floor elevation for the homes on the four lots is to be a minimum of 10 feet above sea level. Plans for the comc:unity water supply must be approved by the department before any approvals to construct on the lots within this subdivision are issued by this department. Very truly yours, Robert A. Villa, P.E. Chairman Board of Review RAV/1st cc Royal R. Reynolds, P.E. Mr. Charles G. Lind Thomas E. Gill, Esq. Pe Town of Southold Planning Board ~ iAeRO ORI V E EAST ' 'AUGE. N. Y. i f X88 µn 1 iS-291 T Y ~ r c~~,~~ ~~s, Cos ~ ! l 0, ! l ~ t2 , l c4t ZZ Z~ z~ ~ ~ z~ 3(~~~ w~Z~ (1e~~scw ~ w~~, ~id,tD6-3l#Alo6-~C b ~ G~ ~r,?~f ~~~5 --~uM.ders~~d 103 c~,.~n-.r,~..~~5 PI~~G~~.- ¢~t- k., c425i ~1i¢JlE'ty `~joGPSS WtU?~S C.~ C~~e o~ ~~G !J~ c.o~, ~ 4 y,~u, is aL~ ~ ~'DL w?~ tom. Vv. ~ r. ~ rvu~.v. lou.•,~1 ct~t~.. eft ~`e ~t ~~Q,t.~tpv~.t5 . ~e~lnA.~,.oc~.??~.~I--eti, SEEK ~r~ sac,ae.~..st a y L~.,.e. G~, f lee w/ t,,cse..{~~ s Gs sZ+.~s~..vi. ~ ~ ~~t 1~, S t r ~ • ~ ~ , ~~FFO(,f- p ~ ~ D T LD ~ ~ S 1>~~ Y Southold, N.Y. 11971 HENRY E. RAYNOR, Jc, C7tairman TELEPHONE JAMES WALL MdrCh 30, 1984 765-1938 BENNETT ORI,OWSKI, Jr. GEORGE RITCHIE LATHAM, Jr. - WILLIAM E. MULLEN, Jr. NEGATIVE DECLARATION Pursuant to Article 8 of the Environmental Conservation Law State Environmental Quality Review Act and 6NYCRR Part 617, Section 617.10 and Chapter 44 of the Code of the Town of Southold, notice is hereby given that Southold Town Planning Board as lead agency for the action described below has determined that the project will not have a significant effect on the environment. DESCRIPTION OF ACTION The major subdivision of Bayview Ventures, located at Mattituck is a 40 lot subdivision on 49.140 acres. The project has been determined not to have a significant effect on the environment for the following reasons: An environmental assessment has been submitted which indicated that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. Because there has been no response in the allotted time from the New York State Department of Environmental Conservation it is assumed that there is no objection nor comments by that agency. Because there has been no response from the Suffolk County Department of Health Services in the allotted time, it is assumed that there is no objection nor comment by that agency. The project will meet all the requirements of the Code of the Town of Southold Subdivision of Land Regulations. ~ Further information can be obtained by contacting Ms. Diane M. Schultze Secretary, Southold Town Planning Board, Main Road, Southold, hew York , 11971 - n ~ ~ Copies mailed to the following; Robert Flack, DEC Commissioner NYS, DEC at Stony Brook , Suffolk County Department of Health Services Suffolk County Planning Commission Francis J. Murphy Anthony T. Conforti, esq. 5~FF0(,(~ P C&~ D T ~Ir ~ LD ~/0 - 83 - I~ 85 • ~ s ~1 ~ Y Southold, N.Y. 11971 HENRY E. RAYNOR, Jr. , Chairman TELEPHONE JAMES WALL MdrCh 3O, 1984 765-1938 BENNETT ORLOWSKt, Jr. GEORGE RITCHIE LATHAM, ]r. WILLIAM F. MULLEN, Jr. NEGATIVE DECLARATION Pursuant to Article 8 of the Environmental Conservation Law State Environmental 4uality Review Act and 6NYCRR Part 617, Section 617.10 and Chapter 44 of the Code of the Town of Southold, notice is hereby given that Southold Town Planning Board as lead agency for the action described below has determined that the project will not have a significant effect on the environment. DESCRIPTION OF ACTION The major subdivision of Bayview Ventures, located at Mattituck is a 40 lot subdivision on 49.140 acres. t The project has been determined not to have a significant f effect on the environment for the following reasons: An environmental assessment has been submitted which indicated that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. Because there has been no response in the allotted time from \ the New York State Department of Environmental Conservation it is assumed that there is no objection nor comments by that agency. Because there has been no response from the Suffolk County Department of Health Services in the allotted time, it is assumed that there is no objection nor comment by that agency. I The project will meet all the requirements of the Code of the Town of Southold Subdivision of Land Regulations. I Further information can be obtained by contacting Ms Diane M. Schultze Secretary, Southold Town Planning Board, Main Road, Southold, hew York 11971 ! r Copies mailed to the following; Robert Flack, DEC Commissioner NYS, DEC at Stony Hrook Suffolk County Department of Health Services Suffolk County Planning Commission Francis J. Murphy Anthony T. Conforti, esq. - ~ ~ t ~ ~FFO(,~ P E~ D TO~f~T' D s ~~~01 Y Southold, N.Y. 11971 (516) 765-1938 March 26, 1984 Mr. Anthony T. Conforti 739 E. Main Street Riverhead, NY 11901 Re: Bayview Ventures LTD. - Harbor View Subdivision Dear Mr. Conforti: Please let this confirm our telephone conversation of this afternoon. Pursuant to Article 106 Section 24C of the Southold Town Code, water and sewer facilities shall be properly approved and endorsed prior to our scheduling a public hearing. It also appears, after review by the Chairman, that the unimproved area in lieu of the park fee may be acceptable to the Board. Would you please forward to the office a request for an extension of the preliminary approval as it appears to have expired. The final maps are required to be submitted 6 months after the preliminary approval which was June 1, 1983; and, as you know the final maps were submitted after the 6 month period. If you have any further questions, please contact this office. Very truly yours, HENRY E. RAYNOR, JR., CHAIRMAN UTHOL1Dn~ TOWN PLANN G BOARD ly Dia/nrne M~~ze~ecr ary _ ~ ~ I r , APPLICATION FOR APPROVAL OF PLAT 1 9 161994 Te,~:he Planning B v~l of d,e Town of Southold: The unrLs_i~r. i applicant hereby applies for (tX3C80Ctit'e3j ('final) approval of a subdici f~~n plat in ,_ccerdance with ~ ~9cle 16 of The Town La~~- and the Raley and Regulations of the Sout'cold Totivu Planning Board, a 1 represents and states as Follows: L TLe an~:ic. it is the o~cner of record ~,f N,ie land nnc'_er application. iIf t4~-e an,'ican: 4~ n~~t t`~.e owner of n _~r~i ~.-~i tha land ucder application, the applicant ;hall ;±ate his inreret in said land under application.) 2. TLe n,^~., `rile subdieiicn is to be HAR$OR, vT>'<W 3. TLe enNrc and ucder application is described in Schedule hereto anneeed. (G>>y of deed SUS°C.ited.) 4- T'r.c lac? is '.:eid by the applicant under deerL= res,~rrled in Suifo:S Cou.a~~ laerk's ~._ice as follow;: Liber ..9158 Page ..355................ On March 23 1982 Liher Page On Liber Page On , Liber Page On , Liber Page On , as devi=ed . rider the Last ~'v"ill and Testar.~ent of or as distrilutee a . 5. The area of the land is ....49. ~ acres. h. :>,ll lases w`,ich are ]fens on the land at the date hereof ha~•e been paid ar~syptx............ 7. The land is encumbered by ....4??~ mortgane (s) as follows: (a) D4ortnage recorded in Liber 9z 2!I:...... Page .35.6 , , , , , , . , , in original am~.unt of $ 500,000; 00 unpaid amount $ 500,000.00 Y P4artin Suter held b and..othe.xs address See .annexed, copy, ,of .mortgage . . . . . . . . . . (b) ':Mortgage recorded in Liher Pa;,e in original amount of unpaid amount he d by address / , ' ' ,(_c) ;Iort~~age rec~rdcd in Liber Yaffe in orig!nal am~~u rat ~,f unpaid a.count j...................... held by addr,ss 8. TLere arc no other encumbrances or liens against the land e~csagsCX 9. The iand lies in the folici«~ing goring use districts ~0. Ao past ,.-~f tl;e !and lies under water whether tide eater, ritream, pond «~ater ur otherwise, YX 11. The applicant shall at !tis espen;e install all required public i~mprt,cements. 12. The iand l~ox~d (does not) lie i^. a Water District or Water Supply District. flame o4 Dis- trict, if within a Distr~ct, is ...N/A 13. \\'ater mains ~~.-ill be laid be I4/A and (a) (no} charge will be made for in_:aliiug ,aid mains. l~. Electric Ih:es and stu:dards «ill he installed by Long Island Lighting Company and /a) (no) charge will be made for installing said lines. N/A 1~. Ga; mains ill be installed by . any (a) tno) charge will be made for instailing said mains. 16. If trcets ..:own nn the plat are claimed by the applicant to he existing public streets in the St [olk County Highway systeat, annex Schedule "B" hereto, to show same. 17. If street sho~cn un the plat are claimed by the applicant to be existing pub':ic streets in the 'Town of Southold 1-Iigha~a}~ system, annex Schedule ''C" hereto to shota same. 18, There are no existing buildinms ur structures on the Land which are not located 2nd shown on the plat. 19. 'v~"here the plat shows propused streets which are extensions of streets nn adjoining sub- division maps heretofore filed, there are no reser~-e strips at the end of the streets on said existing maps at their conjunctions with the proposed s[reeks. Z0. In the course of these proceedings, the applicai+t will otter proof of title as required b}' Sec. 335 of the Rea] Property Law. 21. Submit a copy of proposed deed for lots shu«ing all restrictions, cotenants, etc Annex Schedule "D". • • , 2_'. Tl~.e a^^'icant rs;imates ,Fat t'.•e cost of Grading and reyuired public iml~ro •:rm enh +ci:: hr ~ 363,960 ~s ].emized in Schedule "E" here o annexed and reycesr that the maniritc o; :he Fed,rmar.ce Bond be fixed at ,five ~ a; s. The Perfcnnance Bond +ciTl be +rrit,en L+ a livensed suret+ compan~~ unless other+cise sh ~µn on Schedule "F". BAY VIEW VFNP[,tRFS, LTD. and March 16, 84 MATTITUClC HAP.BOR ASSOCL?LTTF~ D.~TE 19.... (Vatne of Ap cant) (Sig~tature and Title) T. ~b , General Partner IT[X7C HA12B0 SOCIATES 739 East Maul 5 t P.LVerhead, .Neh .York 119(11 (Adc ress) STATE OF NEW YORK, OJUDTPY OF SUFFOLK, ss: On the 16th day of March, 1984, before me personally came ANPHONY T. CONFtORTI, to me knaan to be the person who executed the foregoirginstrtmpslt, and who, being by me duly sworn, did depose and say that he is the General Partner of MATTITUCK HARBOR ASSOCIATES, a general partnership, and he executed the foregoing instrlment in the name of MATTITUCK HARBOR ASSOCIATES, and that he had the authority to sign the same, and he ac)maa- ledged to me that he executed the as the act and deed of I said partnership for the uses s in mentioned. o Public u~~o„ rn E~~I_~ / t\ota Y t'',',r r ' P^w York No ~ ' ~ ~i clk County ry~ Con n~._~ u t Lcp. _s ~.>rcn 30, 19 ZlO SCHEDULE E 1. Land clearing - 1,400' at 0.90 $ 1,260.00 2. Excavating, subgrade & final grade - 10,000 yards at 250 25,000.00 3. Paving - 11,200 yards+~at 4.00 44,800.00 4. Drainage pipe - 1,985' at 16.00 30,320.00 5. Shallow drainage areas - 3,400 yards at 2.00 6,800.00 6. Catchbasin - leaching pools- 128 if at 100 12,800.00 7. Manholes - 20 if at 120 2,400.00 8. Top soil and seeding - 15,000 yds at 1.50 22,500.00 9. Street trees and plantings l.s. 2,000.00 10. Street signs - 12 at 90 1,080.00 11. Utilities - 43,000 less refund 28,000 15,000.00 12. Community well and water distribution system $200,000.00 $363,960.00 ' ~ F:NDIR B NAME OF FROJECT Y v~Ew VEtJcUKE Lz? SHORT ENVIRL'~'~'.~NTAL ASSESSidENT FORM V.20-~~ I1rST,RUCT10T25: (a) In order to answer Lhe questions in Lhis shcrt EAF is is a'ce,med that the pre parer will use ccrrently available information concerning the prc,' Y and the li}:ely impacts of the action. It is not expected that additional stucies~ research or other investigations will be undertaken. (b) If any question has been answered Yes the project may be significant and a ' completed Environmental Assessment Form is necessary. (c) If all questions have been answered No it is likely that this project is not significant. (d) Environmental Assessment ' 1. Will project result in a large physical change to the project site or physically alter more than 10 acres of land? Yes 7~ No 2. Will there be a major change to any unique or unusual land form found on the site? Yes X No 3. Will project alter or have a large effect on - an existing body of water? _s Yes X No 4. Wi11 .project have a potentially large impact, on Yes ~ No groundwater quality? 5. Will project significantly effect drainage flow on adja;•Prt sites? Yes ~ No 6. Will p~~cject affect any threatened or endangered plant ur animal species? r Yes X No Wi11 project result in a major adverse effect on air quality? Yes X No 8. Wi11 project have a major effect on visual char acter of the community or scenic views or vistas known to be important to the community? Yes K No - 9. Will project adversely impact any site or struct- ure of historic pre-historic, or paleontological importance or any site designated as a critical environmental area by a local agency? Yes Y No 10. Will project have a major effect on existing or future recreational opportunitiesY Yes X No 11. Will project result in major traffic problems or cause a major effect to existing transportation systems? Yes X No 12. Will project regularly cause objectionable odors, noise, glares vibration, or electrical disturb- ° ante as a result of the project's operation?_. ~ Yes X No ' 13. Will project have any impact on public health or safety? Yes X No ' 14. Will project affect the existing community by directly causing a growth in permanent popula- tion of more than 5 percent over a one-year period or have a maior nerative effect on the character of~' t:he ca:.rwn_tti• or neighborhood? . Yes No 15. Is thert pt'b}ic con o~r y concerning the project? Yes No PREPARERS SIGNATURE: TITLE: l-AND ~'JU~'YE`(b12__ REPRESENTING. R DATE: ~ .2082 _ , .9/1/78 I: • (L~NSUtT 'f OCR LAW VER BEEOI" LtGN1~TM11 rN ST RUMENT-THIS INSTRUMENT SN~ BE USED BY LAWTf RS C+NiT. I~ 71-1iS MORTGAGE, made the 11th may. of March nineteen hundred and eighty a~e- BETWEEN MATTITUCK HARBOR ASSOCIATES, a New York limited partnership with its principal office at 739 East Main St., Riverhead, N. Y., ana BAY VIEW VENTURES LTD., a New York corporation with its principal office at 296 Hampton Road, Southampton, N. Y., and MARTIN SUTER, (no number) New Suffolk Ave. , Mattituck,he~o{jgagor, UNIVERSITY OF MIAMI, Coral Gables, Florida, H. ALVIN SMITH, 450 Ytt~,a Road, Maples, Florida, DOROTHY R. SMITH, his wife, 450 Yucca Road, Naples, Florida, SUSAN S. GESDORF, 150 Pinehurst Circle, Naples, Florida, and NANCY S. ROBINSON, 517 Devils Lane, Naples, Florida, the mortgagee, Kr1TNfS.S£TH; that to secure the payment of an indebtedness in the sum of `**Five FiundrNd Thousand ($500,000.00) and DO/100*** dollars, law{ul money of the United States, to be paid with interest Yi~r rran to be computed the date hereof, at the rate of per rrntum per annum, 'and to be aaid on day o[ 19 ,next ensuing and the maf to i GJ-/- - -affording to a certain bond, note or obligation bearing even dafe hcrrr.~~l~. r?~e niun;~:;pp• hereb•~ morta sec to the mortgagee ALL that certain plot, piece or pa~.cl ut 1.;.~d, ~.it}. ;1,: bui4fines and iiop:o~e;nurts ri.~:..r_r,,, „rcted, situate lying and being in the See annexed Schedule A i=or descrip{:icn of. premises. ~ • TOGETHER with all right, title and interest of the r.:artgagor in and to the ]and lying in the streets and roads in front of and adjoining said premises; TOGEf'fitER with all fixtures, chattels and articles of personal property now or hereafter attached to or used in connection with said premises, including but not Limited to furnaces, boilers, oil burners, radiators and piping, coat stokers, plumbing and bathroom .fixtures, refrigera+ion, air conditioning and sprinkler systems, wash-tubs, sinks, gas and electric fixtures, stoves, ranges, awnings, screens, window shades, elevators, r,~otors, dynamos, refrigerators, kitchen cabinets, incinerators, plants and shrubbery and all ocher egripment and machinery, appliances, fittings, and fixtures o{ every kind in or used in the operation of the buildings standing on said premises, together with any and all replacements thereof and additions thereto; TOGEfHfR with all awards heretofore and hereafter made to the mortgagor for taking 6y cmirant domain the w6nle or a*tl• part of said premises or any easement therein, including any awards {nr chaiur, of grade of strerr<,_ which sziCl :,--..aids are },e;eby .,..;gnc~r3 f~~ a,c -.~~ortgagee, who is hereby aut}Kaized +n o:~Lct and re- ceive the prrxecdt of such awar,is and to &ive proper receipts and acquittances therefor, and to apply the same toward the l~ayu,ent of the mortgage debt, notwithstanding the fare that the amount owing thereon may not then be due and. payable; and the said mortgagor hereby agrees, upon request, to make, execute and deliver any and all assignments and other instruments sufficient for the purpose of assigning said awards m the mortgagee, {nee, clear and discharged of any encumbrantts of any kind or nature whatsoever. AND the mortgagor covenants with the mortgagee as Iollows: 1: That the mortgagor will pay the indebtedness as hereinbefore provided. . 2. That the mortgagor will keep the buildings on the premises insured against loss by fire for the benefit of the mortgagee; that he will assign and deliver the policies to the mortgagee; and that he will reimburse the mortgagee for any premiums paid for insurance made by the mortgaget on the mortgagor's default'in so insur- ing the buildings or in so assigning and delivering the policies. 3. That no building on the premises shall be altered, removed or demolished without the cauent of the mortgagee. 4. That the whole of said principal sum and interest shall become due at the option of the mortgagee: alter default in the payment of any rnstalment of principal or of interest for fifteen days; or after default in the pay- ment of any tax, water rate, sewer rent or assessment for thirty days after notice and demand; or a{ter de- fault after notice and demand either in assigning and delivering the policies insuring the buildings against loss by fire or in reimbursing the mortgagee for premiums paid on such insurance, as hereinbefare provided; or after default upon request in furnishing a statement of the amount due on the mortgage and whether any off- sets or defenses exit against the mortgage debt, as }re:eir.af,er jiro~ided. An assessment which has bttn made payable in instalments a'.. the application of the mortgagor or lesser: a[ the premisr: shall neverihekss, for the pv.pose of this paragraph, be deemed due a_Rd payable in its avtirety rn the day the first uaat~;~oC?xtumes due or payable or a lien. 5. That the holder of this mortgage, in any action to foreclose it, shall Le entitled to the a}gw~i.etment of a lKelVer. 6. That the mortgagor will pay all taxes, assessments, sewer rents or water rates, and in default thereof, the mortgagee may pay the same. 7. That the mortgagor within five days upon request in person or within ten days upon request by mail will furnish a written statement duly acknowledged of the amount due on this mortgage and whether any off- sets or defenses exist against the mortgage debt. 8. That notice and demand or request may be in writing and may bt served in person or by mail. 9. That the mortgagor ~ i ants the title to the premises. 10. That the fire insurance politics required by paragraph No. 2 above shall contain the usual extended cover- age endorsement; that in addition thereto the mortgagor, within thirty days after notice and dartand, will keep the premises insured against war risk and any other hazard that may reasonably be requited by the mortgagee. .All of the provisions of paragraphs No. 2 and No. 4 above relating to fire insurance and the provisions of $cUion 254 of the Real Property Law construing the same shall apply to the additional insurance required by thisparagraph, 11. That in case of a foreclosure sale, said premises, or so much thereof as may be affected by this mort- gage, may be sold M one parcel. 12. That if any action or proceeding be con ~r:~-,red (except an action to foreclose this mortgage or tb eolled the debt secured thereby), to which action or proxerding the mortgagee is made a party, or in which it becomes ro~cssary to defend or uphold the lien of this mortgage, all sums paid bythe mortgagee for the expenu of litigation to prosecute or defend the irghts and lien created by this mortgage (including reasonable eoun- .i f,es), shall lee paid by the mortgagor, together .with intern>t thereon at the rattof six per cenL.perannum,. _ d any such stmt and the interest thereon shall lK a lien tin said premises, prior to any right, or title to, .nest in or claim upon said premises attaching or accruing subsequent to the lien of this mortgage, and shall b. deemed to be seci,red by this mortgage. In any action or proceeding to foreclose this mortgage, or to ~riuvrr n, collat the debt secured thereby, the provisions of law respecting the recovering of costs, dis6uitre- i li n:~rs and albwar:.es rS:xtl ..._Rerted by this covenant. I I • 13. That the mortgagor hereby ass~ic - ortgagee the tents, issues and pr~ of the premises as further security for the payment o! said indebtednes-. and :he mortgagor grants to the mortgagee the right to enter upon and to take p~ssessron of the premr<s t„r the purpose of eollecung the same and to let the premises or any part thereof, and to apply the rents, issues and profits, after payment of all necessary charges and expenses, on account of said indebtedness. This assignment and grant shall continue in effect until this mortgage is paid. The mortgagee hereby waives the right to enter upon and to take possession of said premises for the purpose of collecting said rents, issues and profits, and the mortgagor shall lx entitled to collect and receive said rents, issues and profits until default under any of the covenants, conditions or agreements contained in this mort- gage, and agrees to use such rents, issues and profits in payment of principal and interest becoming due on this mortgage and in payment of taxes, assessments, sewer rents, water rates and tarrying charges becoming drre against said premises, but such right of the mortgagor may be revoked by the mortgagee upon any default, on five days' written notice. The mortgagor will not, without the written consent of the mortgagee, receive or collect rent from any tenant of said premises or any part thereof for a period of more than one month in ad• vance, and in the event of any default under this mortgage will pay monthly in advance to the mortgagee, or to any receiver appointed to collect said rents, issues and profits, the fair and reasonable rental value {or the use and occupation of said premise; or of such part thereof as may be in the possession of the mortgagor, and upon default in anc such payment will vacate and surrender the possession of said premises to the mortgagee or to such receiver, and in defauh thereof may be evicted by summary proceedings. 14. That the whole of said principal sum and the interest shall become due at the option of the mortgagee: (a) after failure to exhibit to the mortg.;ee, within ten days after demand, receipts showing paymrnt of all taxes, water rates, sewer rents and assessments; or (b) after the actual or threatened alteration, demolition or removal o{ any building on the premises without the written consent of the mortgagee; or (e) after the assignment of the rents of the premises or any part thereof without the written consent of the mortgagee; or (d) if the buildings on said premrses are not maintained in reasonably good repair; or (e) after failure to com- ply with any requirement or order or notice of violation of law or ordinance issued by any governmental depart- ment claiming jurisdiction over the premrses within three months from the issuance thereof; or (f) if on application of the mortgagee two or more fire insurance companies lawfully doing business in the State of New fork refuse to issue policies insuring the buildings on the premises; or (g) in the event of the removal, dem- olition or destruction in whole or in part of any of the fixtures, chattels or articles of persona] property covered hereby, unless the same are promptly replaced by similar fixtures, chattels and articles of personal property at least equal in quality and condition to those replaced, free from chattel mortgages or other en- cumbrances thereon and free from any reservation of title thereto; or (h) after thirty days' notice to the mortgagor, in the event of the passage of any law deducting from the value o{ land for the purposes of taxation any lien thereon, or changing in any way the taxation of mortgages or debts secured thereby for state or local purposes; or (i) if the mortgagor fails to keep, observe and perform any of the other covenants, conditions or agreements contained in this mortgage. 15. That the mortgagor will, in compliance with Section 13 of the Lien Law, receive the advances secured hereby and will hold the right to receive such advances as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the mst of the improvo- ment before using any part of the total of the same for atiy other purpose. si.:t. o.,i iw~ 16. That the execution of this mortgage has been duly authorized by the board of directors of the mortgagor. da.,, ra:{ ~..ypr..on See annexed Rider for additional provisions. This mortgage may not be changed o• terminated orally. The covenants contained in this mortgage shall run with the land and bmd the mortgagor, the heirs, personal representatives, successors and assigns of the mortgagor and all subsequent owners, encumbrancers, tenants and subtenants of the premises, and shall enure to the benefit of the mortgagee, the persoral representatives, successors and assigns of the mortgagee and all subsequent holders of this mortgage. The word "mortgagor' shall be construed as iE it read "mortgagors" and the word "mortgagee" shall be construed as if it read "mortgagees' whenever the srnse of this mortgage so requires. []r WITNESS WHEREOF, this mortgage has been duly executed by the mortgagor. FN PRFSENCY OF: MATTITUCK HARBOR ASSOCIATES By Anthony T. Conforti, General Partr~~r' BAY VIEW VENTURES LTD. [corporate seal) By Thomas E. Gill, Vice President Trca snrc'r I SCHEDULE A ALL that certain plot, piece or parce] ~~f land situate, lying and being at Mattituck, in the Town of Southold, County of Suffolk and State of New York, bounded and described as follo~:s: BEGINNING at a point on the southerly side of New Suffolk Avenue distant. 110.00 feet easterly from. the corner formed by the intersection of the southerly side of New Suffolk Avenue ~+ith the easterly side of Deep Dole Drive, said point also being the northeasterly corner of land formerly of Frank Zaleski, now or formerly of Henry F. and Helen J. Frerichs and from said point of beginning running THENCE along the southerly side of New Suffolk Avenue the following two courses and distances: (1) North 83° 11' 30" East 996.96 feet; and (2) South 66° 36' 10" East 525.59 feet to the high water line of Hall's Creek; THENCE along the high water line of said Pall's Creek in a general southerly direction, the following 13 courses and disf=ances: (1) South 12° 57' S4" East 80.89 feet; (2) South 4° 41' 39" West 137.43 feet; (3) South 2° 18' S7" West 141.62 feet; (4) South 26° 39' S0" West 78.23 feet; (5) South 7° 12' 27" East 102.14 feet; (6) South 8° 21' S8" West 139.85 feet; (7) South 31° 14' 45" West 100.73 feet; (8) South 85° 25' 12" West 28.02 feet; (9) South 12° OS' 20" East 100.50 feet; (10) Souti~ 77° 08' S8" East 40.51 feet; (11) South 14° 56' 29" East 214.03 feet; (12) South 20° 58' 21" West 51.85 feet; and (13) South 9° 95' S6" East 60.08 feet to land now or formerly of Fred G. and Rosemary S. Moritt; THENCE along said last mentioned land North 87° 07' 50" West 286.94 feet to a point at the easterly terminus of a certain 50 foot right-of-way, and the northeasterly corner of land now or fc~irnerly of Thomas H. and Audrey B. Witschi, formerly of H. Alvin Smith and Doror_hy F. Smith; THENCE along said last mentioned land she following two c~,uTS°s and distances: (1) South 31°~07' 30" West 114.12 ieet; and f,2} 5outh 62° 25' 10" West 119.14 feet to ]_and now or formerly of Mai tin anri Alma Suter; THENCE along said last mentioned land the following two courses and distances: (1) South 62° 25' 10" West 350.00 feet; and (2) South 27° 34' S0" East 768.00 feet to the high water line of Great Peconic Bay; THENCE along the high water line of Great Peconic Bay, Willis Creek ar.; a dredged creek, in a general northwesterly direction, the following . tie line courses and distances: (1) South 45° 49' S5" West 110.57 fe_(_; (2) South 84° 20' 16" West 106.66 feet; (3) North 74° 09' 00" West ;.37.10 feet; (4) South 72° 04' 50" West ].17.94 feet.; (5) South 1 28" West 43.51 feet• 6 North 50° 12' 35" West 214.76 feet; (7) ( ) 0° 47' 18" East 202.06 feet; (8) North 6° 28' 49" West 188.01 feet; North 2° 50' Ou" East 85.03 feet; (10) North 19° 09' 16" East 82.57 feet; (11) Nurth 8° 09' 00" West 98.08 feet; (12) North 20° 35' 04" td•~a± 130.91 feet; (13) North 0° 32' S5" East 90.96 feet; (14) North 10° 39' 25" West 179.39 feet; (15) North 18° 45' 40" West 148.69 feet; (16) North 19° 37' 46" East 32.21 feet; (17) North 32° 41' 10" West 64.91 feet; (18) North 12° 00' 59" west 121.78 feet; and (19) North 49° 43' 14" West 38.71 feet to land now or formerly of Wil-liam A. and Judith Macomber; F THENCE alon said last mentioned land and alon land now or formerl 9 Y g Pattituck House Movers, Inc. North 11° 54' S0" West 181.00 feet; n land now or me of Mattituck House Movers Inc. still alo for rl THENCE , g Y ° w f rm r w nd Mar Larsen N rt and no or o e 1 of Ho and B. a o h 12 and along 1 y y 40' S0" West 400.02 feet; THENCE still along land now or formerly of Howard B, and Mary Larsen and along land now or formerly of Henry F. and Helen J. Frerichs North 13° 25' 40" West 276.98 feet to the southerly side of New Suffolk Avenue at the point or place of BEGINNING. TOGETHER with and subject to rights of way contained in the deeds recorded in Liber 3205 cp 327, Liber 7577 cp 505, Liber 3205 cp 284 a~,. Liber 3205 cp 337. f,; 1 RIDER TO ifiUYTGAGE DATED MARCH 11, 1982 between Mattit~,ck Harbor Associates and Bay View Ventures Ltd., Mortgagors and Martin Suter, University of Miami, H. Alvin Smith, Dorothy R. Smith, Susan S. Gesdorf and Nancy S. Robinson, Mortgagees 17. Except .for the purpe~ses of constructing streets, highways, roads, drainage areas, building foundation excavations or landscape operations, no sand, gravel, topsoil or other materials shall be re,r~oved from the mortgaged premises without the prior written consent of the owners and holders of this mortgage. 18. Provided that the fee owner of the mortgaged premises shall not be in default of fully and faithfully performing all of the t~.r_ms, covenants and conditions contained herein to be ol,F•~~ ,:a z,nd,`or performed by the mortgagors, the owners and )10 ~~u.97S i~~ilE :doriga.~° Shall, W]t i]OU+_ i:G "~t_ OT i7 }ldrge tO such ic~~ ~ .:xe~:ute, acknowledge an~3 dell ar upon fifteen (15) days' p: iur wr-itten notice and r,~gae~_=t such consents as map rs~.~ ;sorry tc effectuate any of the ;-ollct,'ing: (a) The filing of a subdiviisior, map in the Office. of the Clerk of the County of Suffolk, i_n w;iole or in r.~.apped section, of all or parts of the mortgaged premises.. (b) The granting of utility easements requite to the providing of utility facilities necessary to the development of the mortgaged premises or parts thereof; provided, however, that such utility easements shall be confined along street and mapped subdivision plot lines only. (c) The filing of covenants and%or restrictions as the same may be required incidental_to the development and subdivision of the mortgaged premises by the Veterans Administration and/or the Federal Housing Administration and/or the institutional 1. et::~rar placing building loan or permanent mortgages on parts of '.ha mort,,.3ged premises. 19. Provi~3ed that the fee owner of i_he mort~~aged premises shall not be in default of rally and faithfully performing all of the terms, covenants and conditions herein contained to be observed and/or performed by the mortgagors, the fee owner shall be privileged to effect releases of parts of the mortgaged premises from the lien of this mortgage upon the following terms and conditions: (a) Each such release instrument shall be in the statutory short form of release of parts of mortgaged premises and shall ue prapared by i.he attorney for the owners and holders of .this mortgage at the expense of fee owner, at the rate of One Hundred ($100.00) Dollars per such release instrument. (b) Each such release of part of the mortgaged premises with respect to that portion of the mortgaged premises having a frontage on Willis Creek and/or Great Peconic Bay to a depth of 500 feet shall be given only upon payment by certified or bank check of an amours in - ,Page 2 to Rider to Mo caage dated March 11, 196 ' reduction of the unpaid m~xi-tgage principal balance computed at the rate of $500.00 per front foot. (c) Except as provided in Paragraph 19 (b) above, each such release of part of the mortgaged premises shall be given only upon payment by certified or bank check in reduction of the unpaid mortgage principal balance at the rate of one hundred thirty-five (135$) per cent of _ the original proportionate mortgage burden bcirne by each area so released. 20. In the event that the fee owner of the mortgaged premises shall, cause a subdivision map to be filed in the Office of the Clerk of the County of Suffolk with respect to all or part of the mortgaged premises, then the owners and holders of this mortgage, without any payment. in reduction of the unpaid mortgage principal balance, shall release from the lien hereof all of the land in the bed of mapped streets and any drainage sump or other area requisite to be dedicated to the local municipality, and such release shall be given for the purpose of such dedication. Building plots as shown on such subdivision map shall be released from the lien hereof upon payment i.n reduction of the unpaid mortgage principal balance c~nr;;~~? ed i_n accordance with ~'aragraphs ' 9 (b) and 21. No Hart of the mortgaged premises shall be released which wi]1 result in either the part of the premises so released or the part of the premises remaining under the lien of this mortgage having an area of less than that required by the Zoning Ordinance of the Town of Southold for the zoning district in which said premises are located as of the date that such release is granted. 22. The premises remaining under the lien of this mortgage shall at all times have access to the Main Road over public or private roads having a width of not less than 50 feet. 23. No. release as provided herein shall be granted unless and until interest on the amount prepaid therefor, if any, shall have been paid at the time of the delivery of the premises. 24. Prior to the delivery of any release hereunder, the fee owner shall deliver to the holders of t:izis mortgage at least five (5) days prior to the date -upon which the release has been requested, a survey prepared by a l.ic~nsed surveyor of the parcel sought to be released, together with a metes and bounds description thereof. However, no metes and bounds description nor survey shall be required if the plot sought to be released can be described by a lot number on a subdivision map duly filed in the Suffolk County Clerk's Office. 25. Any acreage which is released must be contiguous to prior released acreage. This provision shall not be applicable to any lot upon a filed subdivision map. 26. This is a purchase money mortgage given to secure payment of part of the consideration for the conveyance of the above-described premises by the mortgagees to the mortgagors by deed executed and intended to be recorded simultaneously herewith. 2 Page 3 to Fi.der ~o Mor~yac:e Gated T".arch 11, 1982 • 1 27. The mortgagees shall not be required to release any land until a site plan of the mortgaged premises has been submitted to and duly approved by the Planning Board of the Town of Southold and/or any other board or agency thereof having jurisdiction thereover, if required. Further, the mortgagees shall not be required to release any land shown on said site plan until all bonds which may be required by the Town of Southold and/or the County of Suffolk have been filed by the mortgagors"to insure completion of any improvements on said site plan. 28. .The whop of said principal and interest shall become due at the option of the mortgagees in the event of the sale or transfer of. the entire premises without prior approval of the mortgagees. 29. The unpaid principal sum secured by this mortgage shall bear interest at the rate of .not less than 128 per annum until the entire principal sum has been fully paid, notwith- standing any default hereunder or condemnation of the mortgaged premises. 30. The holder of this mortgage, in any action to foreclose same, shall be entitled to reasonable attorneys' fees to be fixed by the Court. 31. If any payment is overdue more than fifteen (15) days, an additional charge will be due to mortgagees to cover the cost of delay in the sum of $.09 for each dollar overdue. 32. Any and all sums paid on account of amortization of this mortgage shall entitle mortgagors to releases at the rate provided for as hereinabove set forth, and contrariwise, any payment made for releases of land as permitted by the terms of this mortgage shall likewise .entitle the mortgagors to credit against the unpaid or subsequently accrued amortization installments, and interest on the release consideration shall be paid in addition up to the date of the delivery of the releases. 33. In the event of a default under this mortgage, recourse shall be first' had to the land, and nQ application for a deficiency judgment or any personal liability of any guarantors of the bond and mortgage shall be made until after foreclosure proceedings. MATTITUCK HARBOR ASSOCIATES By Anthony T. Conforti General Partner BAY VIEW VENTURES LTD. By Thomas E. Gill Vice President/Treasurer 3 afAli Ntkr 'r:#(, fP~.Nlr J3 ~ ~aC~t a Y-T,K.,n., _ On~hr lath day of Mar~• 19b~~fore me On the rt.~y of 19 , hc[orc roc ~ ;xrwnal!y came ?~::THONY T. CONFL7RTI, 'tn personally came . ',73,m to hP t~~e General ?artner of N,yrPl'I"tx'K' likRB~i? ASS'J,:tTla'tF~, the limited partnership SC~Cyu%SS o me known to be the indiTiriuai described in and , 4:~ ' uted the foregoing instrum:rnt, and acknowledged t}ra' exec7tted the same. described in and which executed the foregoin instnurrent, and the said general partner dul acknolwedged to me that he executed said ins t for and on behalf of and with the atTthority f the said partnership for the uses and purpos s therein mentioned. STATE OF NEW YORK, COUNTY OF StTffOlk ss: STATE OF NEW YOCaK, COUNTY OF ,s: On the 11th day of Nlareh, 19 82 ,before me On the e1;;; of 19 ,before nre personalty came TF10P'LZ1S E. GILL rsonall came (x Y to me known, who, being by me duly sworn, did depose and the subscribing witness to the foregoing instrtunenY, with say that he resides at No. 296 Ha((g5ton Road, whom I am personally acgl:aintcd, who, being by me duiy Southa((~ton, New Yor}c; sworn, did depose and say that he resides at No. that he is the Vice President & Treasurer , of gAy VITW VIIV'i'URFS LTD, that he (mows the corporation described in and which exe-cured the foregoing instnrment; that he to be the indi:ir, ~..1 knows the seal of said corporation; that the seal affixed described in and who executed the foregoing insu~ ,.e ,a to said instrument is such corporate seal; that i[ was so that he, said subscribing witness, -.vas pres~~it a ,d affixed by order of the hoard of Ai rq~tors of said cwpora- execute the same; and that he, ..>aid v - tion, and that he ig~n~ .7 F i ~ I,anu tL~reto l;y like order. at the same time subscribed h n~.?-~c as witness the ' SECTION ~EfOTtgagt etfxx TtnE No. nor MATTITUCK AARHDR ASSOCIATES and COUNTY oR TOWN BAY VIEW VENTURES LTD. TO SUTER, UNIVERSITY OF MIAMI, SMITH, Rrwrded A. Request of SMl'Pff, CaE5D.7RF and RO$INSON Pirsl Amer: an Tit; 1~•an.:ace r~:mp~ny u( New York RE: UE`'' eY MALL TO: STAHDARp H)lM Of HFW TOCC IOAID DF TlTlf UHDERW[ITERS ~ - DuhibWed br Firsl Americ¢n Title Insurance Comp¢ny ~ of New York ~ zip No. v ` O V z fl O V O J ' K O i 0 v i =i CQUt~JTY OF Sl;i=FOLK 0 IU) ~~f SsL°dU lu(" V 4`, ~ ~ ~ti p F~' , 1. ,e ,fin o a`d~R~-~ n pJ©~ MA . PETER i. COHALAN SUFFOLK COUNTY E%FCUTIVE DEPARTMENT OF HEALTH SERVICES DAVID HARRIS, M. D., M.P.H. COMMISSIONER Mauch 5, 1984 Mh. Arithany "f. Can~oh~r, [dq. 73 Lnb~ Ma,i~r S.the¢,t k~.v¢rl~ead, Ne-ur yahfz J i 9G1 Re.: Phopoced Subd.Lv~.ian ab Bay V.i_ew Ven:twteb Lid., (Tl Sout6ra2ci Decuc P-4h. Con4ox~ti.: 7h.e above hebehe!teed app2.i.cat~on ~a Gubcti.v.ide on deve2ap phopfn~y he.a be.e-n heje^_.iect by the bnvilcar:r,2nta-?. Png.uiee~:ing a{y~~ce becaube ghrwid~ucLtelc evndi.~ior.~ ci,~t.e. nat conc.'u-- e,tve ~c .t12¢. phoji¢n Uunf~c.cvung o.6 .indi.v.idua.l'. sewage d-i.apo6a.~ aydtem~s f6eut:.f~u2 pon- xi.ari c~ pr~openty bated upon ~`esti hate numbelr. 4?. The. hev~.e-cc og .th,i.e ~czee has been tcheduked rah Mauch 23, 1984, at 11:00 a.m., ~n Zhe Su~,Sakk Caun~`y Le.y.i,e2.a~.e Meeting Room, 13~ 6.E'ooh, Caw~+ Cevrte~c, R,i.ve.'r.hv_ad. you and .fyr.ter~eb~ed p~v~tie6 cute hequeaze.d .to app2a.°~, iuith oh u>i~hout eoe:iwe.2, and you may pr~clduce arty .invormation oh ev.idenee cancehr~ing the a6ave he,~elc¢nce.d phopoaed dub- d~.v.i,a.Lon. UfluJ ~.lcu.2y your~a, Rof>eht A. t'.iX.2a, P. F. Cha.ihmati 8oahd a~ Rev.iew RAY: cah ec: d1h. Jameb L. Cohb.in M}c. V.itc d4,istei., P.F. Mh. Raya-f. R. Recmcr.Qd6, P.E. Mh. Chah2e4 G. 1?nd lUc. Thomc.~ E. G.%f;2, Eeq. Tawn o~ Scuxhakd Pkannittg Boahd COUNTY CENTER -A (51 D? 548-331 J RIVERHEP. D. N.'t. 11901 ~ ~ \ I~\ U € _ P 5~FF0(~- D T LD ~ ~ S Y .t,~r Southold, N.Y. 11971 HENRY E. RAYNOR, Jc, Chairman TELEPHONE ]AMES WALL 765- 1938 BENNETT ORLOWSKI, Jr. GEORGE RITCHIE LATHAM, Jr. WILLIAM F. MULLEN, Jr. ' February 28 1984 NY State Department of Environmental Conservation REgulatory Affairs Unit Building Unit #40, Suny-- room 219 Stony Brook, NY 11794 Re: BayView Ventures,#10-83-1485 Located at Mattituck Dear Mr. Thurber: Enclosed is the information requested by your department for the above application. If any further information is needed, please contact this office. Very truly your n ~ ~_/'/n ~NRY RAYNOR, J CH~MAN SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary enc. - _ ~ i F•~B 23 1984 ' Saland Real Estate, Inc. REA~roR Licensed Read Estate Brokers MAIN R0.4 D, ]AMESPORT, NEW YORK 11947 (5]6)722-4990 February 16, 1984 r`~ Henry Raynor, Chairman Southold Town Planning Board Southold, NY Dear Henry: Tony Conforti called me this morning and requested that I speak to you in regards to Bayview Ventures, Mattituck. !r~ We are requesting that you send a letter to the DEC as lead agency that no impact statement is needed on this :^.ajor subdivision. Hopefully, this should enable us to finalize our paperwork. Sincerely, David J. Saland DJS:ml CC: Tony Conforti C~~`~~ . - _ _ i . ~ New York State Department of Environmental Conservation DEC ~ ~ ~q8~ _ Regulatory Affairs Unit Bldg. 40, SUNY--Room 219 _ Stony Brook, NY 11794 (516) 751-7900 Henry G. Williams Commissioner December 15, 1983 Henry Raynor, Chairman Southold Town Planning Board Southold Town Hall 53095 Main Road Southold, NY 11971 RE: DEC File No. 10-83-1485, Bay View Ventures (on Halls Creek, Deep Hole Creek and Great Peconic Bay) Water. Supply System Subdivision Discharge to Surface Waters Dear Mr. Raynor: This letter is to acknowledge your agency's assumption of SEAR lead agency for the referenced matter. Processing of our application will continue after your agency has either filed a negative determination or a Draft Environmental Impact Statement with this office. Please include the above DEC file number on the submittal. Please be advised that the applications before the DEC are incomplete until the Applicant supplies the information requested below: 1. Acreage or square footage of parcel to be subdivided; minimum lot size of proposed lots. 2. Revised site plan on a certified survey with: a) "elevations referenced to NGVD" stated on it; b) tidal wetlands boundary line shown; and c) on lots having areas below the 10' elevation contour referenced as above, the proposed building area outlined at a minimum set- back of 75' from the tidal wetlands line. (No more than 20 percent of any regulated lot or portion thereof, shall be covered with an impervious surface). \q, ~r Henry Raynor, Chairman December 15, 1983 Page Two When the Applicant submits this requested information to DEC, we will advise you as to any recommendations we may have. Very truly yours, Robert N. Thurber Senior Environmental Analyst RNT:co's New York State Department of Environmental Conservation DEC ~ ~ 1~8~ _ Regulatory Affairs Unit Bldg. 40, SUNY--Room 219 - Stony Brook, Ny X11794 (516) 751-7900 ~.....~'~;nL~. Henry G. Williams Commissioner ~l December 15, 1983 ~ ~ Henry Raynor, Chairman Southold Town Planning Board Southold Town Hall 53095 Main Road Southold, NY 11971 l RE: DEC File No. 10-83-148, Bay View Venture (on Halls Creek, Deep Hole Creek and Great Peconic Bay) Water. Supply System Subdivision Discharge to Surface Waters Dear Mr. Raynor: This letter is to acknowledge your agency's assumption of SEQR lead agency for the referenced matter. Processing of our application will continue after your agency has either filed a negative determination or a Draft Environmental Zmpact Statement with this office. Please include the above DEC file number on the submittal. Please be advised that the applications before the DEC are incomplete until the Applicant supplies the information requested below: 1. Acreage or square footage of parcel to be subdivided; minimum lot size of proposed lots. 2. Revised site plan on a certified survey with: a) "elevations referenced to NGVD" stated on it; b) tidal wetlands boundary line shown; and c) on lots having areas below the 10' elevation contour referenced as above, the proposed building area outlined at a minimum set- back of 75' from the tidal wetlands line. (No more than 20 percent of any regulated lot or portion thereof, shall be covered with an impervious surface). Henry Raynor, Chairman December 15, 1983 Page Two When the Applicant submits this requested information to DEC, we will advise you as to any recommendations we may have. Very truly yours, Robert N. Thurber Senior Environmental Analyst RNT:co's r l~~~FO o~ o:, T~~1 ~ D . ~ ~,~,~1 ~.,a0 Southold, N.Y. 11971 HENRY E. RAYNOR, Jr. , Chairman TELEPHONE JAMES WALL 765-1938 BENNETT ORLOWSKI, Jr. GEORGE RITCHIE LATHAM, Jr. WILLIAM F. MULLEN, Jr. June 7, 1983 Mr. David Saland Saland Realty Inc. Main Road Jamesport, New York 11947 Re: Bay View Ventures, Ltd. Dear Mr. Saland: The following action was taken by the Southold Town Plan- ning Board, Wednesday, June 1, 1983. RESOLVED that the Southold Town Planning Board approve the preliminary map of the major subdivision to be known as Bay View Ventures, Ltd., located at Mattituck; subject to the approval from the Superintendent of Highways and the High- way committee with regard to waivers for the roads within this subdivision. Very truly yours, HENRY E. RAYNOR, JR., CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Susan E. Long, Secretary ' cc: Raymond C. Dean, Superintendent of Highways Joseph Townsend, Jr., Highway Committee ~x` .4, ~ ~TOLVN OF SOUTHOLD ~ ~~1"' S~ ~I'Z,I ENVIRONMENTAL ASSESSMENT - PART III 11 EVALUATION OF THE IMPORTANCE OF IMPACTS Illy R.NATICiI - Part 3 is prepared if one pr more impact pr effect is considered to be potentially large. - The amount pf ~.vritinp necessary to answer Part 3 may be deterained by answering the Question: In briefly ti + coapletin9 the instruc*_ions Delaw have I placed in ttis record sufficient information to indicate the reasonableness of ~-y decisions? I INSTRUCTIOf1S Complete the following for each impact pr effect identified in Column 2 pf Part 2: 1. Briefly describe the impact _.t . 2. Describe (if apolicabie) haw the impact might he mi_igatad pr reduced to a less than la roe impact by a pro- ject c.!:ange. 3. Based on the inforation available, decide if it is reasonable to conclude tha*_ this impact is important to the minici;ality (city, town or village) in ~,vhich the project is located. To answer the question of impartsnce, consider: - The probability of the impact or effect occurring . - The duration pf the impact or effect - Its irreversibility, including pe.^ranently lost resou*ces or values - :Ihether the impact pr effec*_ can he controlled - The regicnal.cpnsequence of the impact or ar-,"ect ' - Its paten*_ial divergence from lpcal needs and goals • - Whether known-objections to the project apply to this impact or effect. D'ci'c3M[NATIO;I OF SIGIRFILA?ILE An action is considered to be significant if: One (ar more) impact is de[enai nod [o bath la ne and its (their) consequenca, based on the review above, iz important. PART III STATefE:lTS ' a (Continue on Attachments, as needed) • v'~ L~~ ~/~lti~~~ -11- _ i TOWN OF SOUTHOL)~ •1 • " ENVIRONMENTAL ASSESSMENT - PART I " PROJECT II~~'ORi4ATION 90 T: c. This do currant ~s desiened ka assist in detz^Tni~g whet`er ' e action Ira posed Tay have a ;ianificant er.'?c: on the ?nvi ronmen t. Please wmola!e tie ent+: re Ja ca Sr:e?t. An s'..ers co thesz ;uestians ails Se consieered as oar: or :he aaptiuti on rar aparo vat and a,ay Se 5uajy: W fvttrer verr'ication and pudic rvi =_w, Pro vice any aaaitional insonnacion you Selieve will 7e neeCed :o amolecz ?ARTS 2 ana 1. . is axcec:ed treat tamoletion a9 t'le EAF •.viTl 5e Cependeat on inrarmaciart curcencly avallaDle and 'gill not 'revolve new s-.uaies, resza r_i or investigation. If tnrar-...aa on r?~uir*ng ;uch aadicianal •.ork is..unavai;acle, ;a indicate ana soeti fy aac~ instance. ' ';A4'E ~OF aveJEt7: YAnE 6710 AGGRESS OF ..^,i;AE3 i:r Oif?erentl HARBOR FAR_"dS Mattituck Harbo -'ew . ;larval Ventures c/o Anthony T. Confor.ti, Esq. AOORESS =;:o :rarE aF Aar! !~:hT: 'tr?et739 East Main Street ?.0., taczl l.ip "a't~/o Anthon T. Conforti, Es ~ Y q• 3u5!NE_5 aFGriE: 516-727-3107 739 East P4ain Street tr_et: Riverhead, New York 11901 ~~cace) 1=ip) ~]s _r, 81?Tp;~i ~F ooOJc (9r'e,~y describe type of project ar action) Major Subdivision - residential (atE.vSc COwPIE~ EALH ~pEST i0:1 - IndicaL 77. A. if not aoolipola) A. SI :..x7I?T;ON (:hysi ci ;a*_^a^, of avenll project. Seth devetacec ana undevelcoed areas) 1. l.aner?1 character of the land: f2nereily unifar.• ;lone R 5aneraily aneven and roiling or irreguiar L. ?.^=sznt 'and ~s e: Jroan (ndus.r'aI Comnerci al Suuuroan 7ural X =or~st :gricultur_ 9~".er 3. 7ota1 acr?ace o' :roject area:49_'L4acres: Approximate acreage: 'resantly ,after Completion Presently After Cempleticn !"eadcw ar 3rusnland 0 acres _Q_?cres s:acar Sur`ace :.rga __9__acres ~acrs ' ~G7SiWC}~g woodland 23 acres 12 _r?s Unvecetaced ;rocx, earth or rill; ~ ~_acres _Q_icr?s ~ar.ui:oral 18 ac^es 0 __.e<_ ' icads, Jui'.dinns >!et!•r.c ?snwat3r or ahC - -er oav?a N ca 's .er :r:ici?s ;ur':c?s ~_atr?s ~acr_s 7a. '_5 .r E._..., 5 :cr?s ~_acre- lawn & garden :"er (111a.3:_ Sy7el ~~aCr eS ~~aar°_5 a. '.:hat i; are^cm:non! soil type(s) on orojr_t ;':e? s andy i. a. Are :..er? ~7edrt Ck cutc ropping5 Jn orojec: ;i _we7 X 'lo anat is door- 'teancx' n/a . In -eec) 3i:!;a ti• J ~ • 2. Haw much natural material (i. e. rock, earth, etc.) will be remev=_d from the site - 0 tons - 4 cubic yards. 3. How many acres of vegetation (trees, shrubs, ground covers) will he removed from site - 1 acres. 6. :Jill any mature forest (over 100 years old) ar ether locally-important vegetation be removed by this project? _Yes ~_NO 5. Are there any plans for re-vegetation to replace that removed during construction? X Yes No 6. If single phase project: Anticipated period of construction 4 months, (including demolition). 7. If multi-phased project: a. Total number of phases anticipated _NO. - N/A b. Anticipa*_ed date of commencement base 1 month p _~ear (including demolition} e. Approximate completion data final phase cnnth -year. d. Is phase 1 financially dependent on subsequent phases? Yes No 8. Will blasting occur during construction? Yes ~_No 9. Number of jobs generated: during construction 1 0 ;after project is complete age , 10. Number of jobs eliminated 6y this project ~ 11. Jill project require relocatiert of any projects ar facilities? Yes ~[_No. If yes, explain: 12. a. Is surface or subsurface liquid waste disposal involved? _Yes X No. b. If yes, indicate type of waste (se~eage, industrial, etc.) n/a e. If surface disposal name of stream into which effluent will be discharged n/a 13. :fill surface area of existing lakes, ponds, streams, hays or other surface waterways 6e increased or decreased by proposal? Yes X No. 14. Is project er any portion of project located in the 100 year flood plain? _Yes No 15. a. Ooes project involve disposal of solid waste? Yes X No b. If yes, will an existing solid waste disposal facility he used? Yes Yo c. If yes, give name• location d. !Jill any wastes not ge into a sewage disposal system er into a sanitary landfill? __Yes ~No 16. Jill project use herbicides or pesticides? Yes g_YO 17. Will project routinely produce cdors (more than one hour per day)? Yes X No T8. WiTI project produce operating noise exceeding the Tecal ambience noise levels? Yes X No 19. Jill project result in an increase in energy use? Yes X No. If yes, indicate type{s) • 20. If water supply is from wells indicate pumping capacity 2 0 gals/minute. Z1. Total anticipated water usage per day 1 3 5, 0 0 gals/day. 22. Zoning: a. What is dcminant'mning classification of site? r cidPntial h. Current specific zoning classification of site single family residential; R-2 a. Is proposed use consistent with present inning? YP s d. If no, indicate desired zoning • ~ • - _J , . ' - - ~ 6. Approximate percentace of proposed project site with slopes: 0-10~ X S; 10-ISM 15: or greater 7. Is project contiguous to. or contain a building or site listed on the National Register of Historic Places? Yes X No 8. Mhat is the depth to the water table? 1g_feet 9. Oo hunting or fishing opportunities presently exist in the project area? Yes x No 10. Goes project site contain any species of plant ar animal life that is identified as threatzned ar endanazrzd - Yes ~_lo, according to - Identify each species 11. Are there any unique or unusual land Eons an the project site? (i. e. clir'fs, dunes, other geological formations - Yes X No. (Describe ~ 12. Is the project site presently used by the cor:aunity or neighborhood as an open space or recreation area - Yes X No. • 13. Does the present site offer or include scenic views or vistas known to Se important to .the community? Yes _~No 14. Streams within or contiguous to project area: a. Name of stream and name of river to which it is tributary Deep Hobe Creek; Hall's Creek ' 15. Lakes, lands, 'detland areas within ar centiguous to project area: a. Name Hall's Creek b. Size (in acres) unknown 16. 'dhat is the doninant land use and zoning classification within a 1/4 mile radius of the project (e.g. single family residential, R-2) and the scale of development (e.g. 2 story). single family residential, R-2 and two story 8. PROJECT OESCRIPTIOiI ' 1. Physical dimensions and scale of project (fill in dimensions as appropriate) a. Total contiguous atreaga awned by project sponsor 4 9 . 1 4 acres. b. Project acreage developed: ~!9 , lQicres initially; nacres ult;mately. • e. Project acreage to remain undeveloped d. Length of project, in miles: n a (if appropriate) e. If project is an expansion of existing, indicate percent of expansion proposed: building square foot- age n /a developed acreage f.. Humber of off-stmt parking spaces existing n` a proposed n a q, Mazinum vehicular trips generated per hour 1 ~ (upon completion of project) h. If residential: Nunber and type of housing units: One 'Family Two family Hultiple Family Condominium Initial 0 Ultimate i. If: Orientation Neighborhomd-City-Regional Estimated Employment Commercial n/a Industrial n/a Total height of tallest proposeC structure n a feet. • - . _ 26. Aporvvals: a. !s any Federal pert;it required? Yes ___g,_No b. Does project involve State or Federal funding ar financing? _Yes X' Na e. Local and Regional approvals: Approval Required Submittal Approval (Yes, No) (Type) (Date) (Date) City, Town, Village Board City, Town, Villace Planning Board X 4 3 City> Town, Zoninq Board City, County Health Oeoart:rent ~ .:L~~3.._ - Other local agencies _ Other regional agencies State Agencies wetlands '1 83 Federal Agencies C. INFOR`+ATIG!WL DETAILS Attach any additional information as .ray be needed to ciarify your project. If there are or may be any adverse impacts associated with the prvposai, plea_e discuss such impacts and the measures which can be taken to mitigate or avoid t .m. PREPARER'S SIGi1ATURE: ~ TITLE: ~y~0/ i REPF.ESuYTING; ~.5~t6/ y/!c./ yP~? ~y~~S DATE: S- /O - ~ TOWN OF SOUTHOL~ ' y ENVIRONMENTAL ASSESSb1ENT - PART II pROSECT IMPACTS AND THEIR NLAGNITULJE General Inforna*_icn (Read Carefully) - In ccr•.pleting the fora the revie~ner should be guided by the question: Have my decisions and determinations been reesanabl=? The reviewer is not expected to be en expert environmental analyst. Identifying tnat an effect will be potentially large (column 2) does not mean that it is also necessarily ' ~ sienificant. Any farce off=_ct nust be evaluated is ?'.RT 3 to detemino significance. By .identifying an effect in tofu..-n Z si,rply asks that it be looked at further. - The Ezamnies provided are to assist the reviewer by shcoeing types a-" effects and wherever possible tfie threshol< • of magnttcee that would trigger a response in colu.--n The examples 3ro generally applicable throughout [he State and for most situations. But, for any specific proj=_ct or site other examples and/or lower thresholds may be more appropriate for a Potential Large Impact rating. - Each project, on each site, in each 9acaiity, will vary. Therefore, the examples have been offered as guidance. They do not constitute an exhaustive list of impacts and thresholds to answer each quesitan. - the number of examples per question does not indicate the importance of each question. INSTRUCTIOt15 (Read Carefully) a. Answer each of the 18 questions in PART Z. Answer Yes if there will be a~ effect. h. Ma=be ansorars should be considered as Yes answers. ' e. If answering Yes to a ouestion then check the eoorcoriate box (column 1 or Z) to indicate the potential size of the impact. If impact threshold equals or =_xceeds any example provided, check column 2. !f impact will occur but threshold is la::er than exa.^aia, check column 1. d. If re vie•.ver has doubt about *he size of the impact 'llzq„consider the impact as potentially large and proceed to PAP.7 3. e. If a potentially farce impact ar effect can be r_ducad by a change in the project to a less ttian urge magnitude, place a Yes in column 3. A ila respesse indicates that such 3 reduction is not possible. ' 1. 2. 3. S?'ALL 70 POTENTIAL CAN IY,PACT 8E MODE?ATE IARf,E REDUCED 8Y li4PACT [1!PACT PR03ECT CHA"iGE IMPACT ON LANG NO YES 'dILL THERE iiE A,'J EFFECT .4S A RESULT OF A PHYSICAL Ci~4`w"c TO © O PRO.IECT SITE? Exar..vles that 4lauld Apply to Column Z _ Any construction on slopes of T5. ar greater, (15 foot rise per 100 foot of length), or where the general slopes in the project - area exceed 10".. Construction on land where the depth to the wet=_r !able is 1255 • than 3 feet. _ Constructicn of saved parking area for 1,;C0 or :-c re vehicles. _ Constructicn on land ::here bedrock is exposed or ;ere rally _ _ witnin 1 feeC of existing ground surface. - Construction [hat gill continue for .;are than 1 year cr involve _ no re than cne pr,a;e or stage. _ Excavation far mining purposes that ~~rould re.wve -or_ than 1,000 tons of natural material (i. e. rock ar sail) per year. _ Construction of any new sanitary landfil L -5- , ~ ^09ERAT~. _L.4P.GE RELUCED OY , i?1PACT iHPACT ~ P?OJECT CHA!tGE + i Construction in a designa*.ed flopdway. Other impacts: - - :0 YES - 2. WILL TN'cRE 3E .4N EFFECT TO AiiY U0IIQUE OR Ui:i;SUAL LANO FGRiiS ~o FOUND Oil ir?E SiiE? (i. e. cliffs, dunes, geological forma- X tions, etc.) Specific land forms: - _ IHPACT ON WATER NO YES 3. WILL PROJECT AFFEC7 ANY WATER BOGY OESiGttATEO AS PROTECTED? (Under Articles 15, 24, 25 of the Envir- Xw O onmental Conservation Law, E.C.L.) Examples that 4lauld Apply to Column 2 Dredging mare than 100 cubic yards of material from - e_ channel of a protected stream. Construction in a designated freshwater or tidal Weiland. Other impacts• 4. WILL PROJECT AFF-c? ANY il0il-PP.OTECT-c0 EXISTIt1G OR NEW NO YES _ BOGY OF 1!ATe3? ............................................0 O Examples that Would Apply to Column 2 _ A 10: increase or decrease in the surface area of any body - - af water or more than a 10 acre increase or decrease. Construction of a hody of water that exceeds 10 acres of _ _ surface area. Other impacts• N YES 5. WILL PROJECT Ar'F'cCT SURFACE OR GROUtl04ATER QUALiiY? Q O Examples that !iculd Apply *_o Column 2 ' _ Project will require a discharge permit. ~ - _ Project requires use of a source of water *.hat does not have approval to serve proCOSad project. _ Pr9ject requires •aater supply from wells with greater than 4S gallons per minute pumping capacity. _ Constrvction or operation causing any contamina*. ion of a puhlic water suCPly system. _ Project will adversely affect groundwater. liquid effluent will be conveyed pff the site to - - facilities o-mich presently do not exist or have inadequate capacity. _ Project requiring a facility that•.+ould use water in _ excess pf 20,OG0 gallons per day. _ Project will likely cause siltation ar other discharge into an existing body of water Co the extent that there wilt be an obvious visual contras[ to natural conditions. • . TOWN OF SOUTHOL~ ~ • + " ENVIRONMENTAL ASSESSt•SENT - PART II PROJECT IMPACTS AND THEIR hLAGNITUDE Gen?rat Infornaticn (Read [irefully) - In completing the fan the reviewer should Bz guided by the question: Have my decisions and deteminations been reasonabl?? it:e reviewer is not excected to be an expert environmental analyst. - Identifying that an effect will be potentially far;=_ (column 2) does not mean that it is also necessarily sienificant. Any farce effect must be evaluated in ?..a.RT 3 to detenine significance. By identifying an • effect in column ? si,rply asks that it Se locked at further. - The Ezar. v es provided are :o assist the reviewer by sheoring types of effects and wherever possible the threshol of magnituee that •eavld trigger a response in colu.:.n The examples are generally applicable throughout the State and for most situations. But, for any scecific project or site other examples and/or lower thresholds may be more appropriate far a Potential large Impact rating. - Each project, on each sitz, in each •focality, will vary. Therefore, the examples have been offered as guidance They do not constitute an exhaustive list of impacts and thresholds to answer each question. - The number of examples-per question does not iodic>_Le the importance of each question. INSTRUCTIONS (Read Carefully) a. Answer each of the 18 questions in PART 2. Ans•,.er Yes if there will be a~ effect. h. Ma_be ensurers should 6e considered as Yes answers. e. If answering Yes to a euestion then check the acorcoriate box (column 1 or 2) to indicate the potential size of the impact. If impact threshold equals or =_sceeds any example previded, check column 2. If impact will attar But threshold is latter than exar..oie, check column 1. d. If revie~.+er has doubt abeut *he size of the impact 'yey„consider the impact as potentially large and proceed to PAP.i 3. - e. If a potentially farce impact ar effect c=_n be reduced by a change in the project to a less ttian large magnitude, place a Yes in column 3. A ila response indicates that such a reductien is not possible. • 1. 2. 3. _ SMALL TO POTENTIAL CAN IY,PAC': ilE MOOEPATE LARGE REDUCED 8Y li"PACT [1!PACT PROJ"cCT CNANGE IMPACT ON LAND NO YES 'dILL 7Y.ERE ilE A.1 EFFECT AS A RESULT OP A PHYSICAL CiiAt1GE TO © O PROJECT SiT"c? - Examoles that :IOUId Apply to Column 2 _ Any construction on stapes of 15: ar greater, (15 foot rise per 100 foot of length), or where the general slopes in the project area exceed 10.. • _ Constr,:ction an Land where the depth to the water !ably is lzss _ than 3 feat. ' _ Construction of saved parking area far TOGO or -c r? rehicies. Construction on land s:here bedrock is ?xpased or ;ererally _ witnin 1 feet of >_xisting ground surface. - - Construction that will centinve for ,:ore than 1 year cr involve _ no re than one pnase or stage. ~ _ Exc_vatien for mining purposes that would r=_rxve -or? than 1,000 tons of natural material (i. e. rock or sail) per year. Construction of any new sanitary landfill. -g- • 1. G. J. st'ALL TO P07ErITIAL CAI! I!!PACT 4E ' 10CERATE LARGE REDUCED GY IN?ACT i!'.PACT PROJECT CHAl1GE ' _ Other L-?acts. 5. !JILL D$'!JECT ALTER CRA[?lAGE FLDVI, PAT7ER95 0.°. SURF:•CE !t:TER .`:O YES RU::DFF? O O Examote that !:ould 9.pply to Calur,~n 2 - Proj=_ct would impede flood water r-laws. _ Project is likely to cause substantial erosien. Project is incor..patihle with existing drainaee pact=_rrs. Other impacts: ~ _ IMPACT ON A[R Ii0 YES 7. WILL PROJECr AFFECT AIR QUALITY?........~ ...................0 O Examples that 4(auld Acply to Column 2 _ Project will induce 1,000 ar more vehicle trips in any given hcur. Project will resul*. in the incineration of more~than 1 tan. _ _ of refuse per hour. _ Pro?ect emission rate of all contaminants will exceed 5 lbs. per hour or a heat source producing more than IO millicn 3TU's per hour. ' Other impacts: L~"-CT OM. PLAtITC A:`ID a;1r~aLS ;ro YES 8. 'dIL! PF.OJECr AFFECT Airy THREAT-cilED CR E°DAiiG"cRED S?=CI'cS: O O X Exa~eles that !Iculd Apply to Column ? _ Reduction of one ar rar_ species lisiad on the "ew York ar Federal list, using the site, over or near site ar fc and on the site. _ Removal of any ;ortion of a critical or significant wild- life habitat. • _ Ao?lication of Pesticide ar he!bicide over ~:ora than trace a year other loan for agri~,,~ural purecses. _ Other lrpacts: 9. 'd':!! PRCJECT $L'SSiT•'fTIALL'i AFFECT .'iCil-T9REATEiiE7 :R 'JO YES ESD.::;GEREC SP EC i'_.i' : ......0 O Exacole tint !lovld Apcly to Column 2 _ Project ~«ould su~stantially inter ere with any re5ilant ar migratory fish or wildlife species. _ Prnject recuires the reTaval of -ore than 10 3cre5 of ~ _ mature forest (:•rer 104 year, in ag=) ar of^er locally i-portent vegeCaLiOn. I I . . ~ 1. 2. ~ ~ '•`ALL TO POTEI7IAL CA11 I?!PACT'of - .OOEBATE LARGE REDUCED BY - ~ IM?ACT 1tSPA.CT PP-OJECT CNSY.GE IMPACT Otl VISUAL RESOURCE TO.. Vti!L THE PPCJECT Ar'r'ECT V[EViS, VISTAS CR T'dE VISUAL NO YES CHARACTER OF THE iiEiGH6CRF000 OR CC."'.NUN[TY? Q X Examoles that 1{ould Apply to Column 2 X An incompatible visual affect caused by the introduction of r.ew materials, colors and/or forms in contrast to the surrounding landscape. _ A project easily visiblz, not easily screeneC,t`tat is abviously different from others around it. . _ Project will result in the elimination or major screcnira of scenic views ar vistas kner:n to 6e important to the area. - Other impacts: - -r-- IMPACT ON HISTORIC RESOUR•'ES - 17. 'BILL PROJECT IMPACT ANY SITE,. OR STRL'CTJRE OF HISTORIC, NO YES PRE-HISTORIC OR PALEONTOGICAC IN.PORTAPIC"e? ("'1 ' X Examoles that Mould Apply to Column Z _ Project occurinq wholly or partially within or cortiauous _ to any facility or site listed on thz National Register of , historic places. Any impact to an archeological site or fossil bed located ~ within the project site. Other impact: IPiPACT ON OPEN SP0.GE 5 RECR_'.5Ti0!I 1Z. VIILL THE PP,OJ'cCT AFFECT THE CUANTITY OR QUALITY OF "e:tISTING NO YES OR Fi1TURE CPEi! SPAC'c5 OR RECREATICtIAL OpPORT'J-(ITIES?...... ® o Examoles that Hould Apply to Colunn 2 The permanent foreclosure of a future recrezti onai opoo rtunity. A major reduction of an open space important to the coamunity. ~ Other impacts: ~ IMPaCT ntl TPAtKPORTATTO'I 13. ''+IILL THE?E dE Att 'cF cCT TO EXISTIiiG TRANSPCRTAT;O't NO YES SYSTE+S? O O Examoles that Mould Aoply to Colur.,n 2 _ Alteration of presznt pa [tarns of r.4vzment of people and/or goods. _ Project will result in severe traffic problems. Other ir..pacts: ~i ~ ~ 1~ 2. 3. ' f . S7"ALL TO PCTc`iiTIAL CAu I PACT'C=" - 1:OOER4TE 13.!?0'c RE~~UCED dY IMPACT ~ I!:PACT PP,CJECT CHANGE tMPaCT ON rerEPey 14, iIILL P4Nc T AFFECT TF'E CChS1UNITIES SOURCES OF °J=~ r,P. AO YES EYERGY SUPPLY? ...........................................0 O Examolzs that %fould Apaly to Column 2 Proj zct causing grey*_er than SA increzsz in any form of _ - energy used in mur,icipaiity. Project recuiring the creation or extens of an an=_rgy • transaission or sucoly systzm t0 serve more than 50 single Or CYO family restdenCe;. _ Other impacts: TNPACT 0!1 NOSE 15. 'dIL! Tr1ERE BE 09JECTIOH69LE OOCRS. `IOISE, GLARE, 'lI9~47ICN ."#0 YES or ELECTRICAL OISTUP9A.ICE AS A RESULT OF THIS PP.CJS=i? • " ~O O Examoles that licuid Apoly to Column 2 _ Blasting within 1,500 fe_t of a has~itat, schoal-or other sensitive facility. Cdors will occur routir.ety (more than one hour pzr day). Protect gill produce oiler_ting noise exczedina the ' ` lccal ambient noise levels far noise cutside of str,ctures. _ _ Projec*_ will rerpvz natural barriers that would :ct zs a J. noisz screen. _ Other irpacts: _ I!!PACT 0"' H~4LTN ~ uQZ?PnS NO YES 16. NIL! PROJ'cC7 AFFECT 7Uo'L [C NEALT'd AND SAFci'(? • • • • • ^ ~ ~O O X Exz.~alzs that 4JOUld Appiy to Column 2 _ Project ',+ill causz a risk of explosion or releasz ~f hazardous substances (i.e. oil, pesticides, chemicals, radii*_ian, etc.) in the event of accident ar upset conditions, or there will be a chrOrtic Icw Tavel discharge ar emission. Project that will result in the burial of "haz=_r?aus wastes" ' a h hl ^eactive, radioactive, irritatin , (i._. tonic, ;oisonaus, ig y , 9 ' infectious, etc., including wastas that are solid, sa:ai-solid, liquid ar contain gd52S.~ _ Starace facilities far cre miTliart or more gallons Or liquified ~ natural gas or Other iiquids. III Ot.^~0r 1mJ2CtS: i, C_ I ' ~I - _ - .rr A6~ 1. `.6: rwU•~a.J ~ IMPACT C'!! ORt):?TH A`ISCEi.r~dACTFR OF C07;1",;.'1ITV OR ;t'cIGV"S.^."-F^.('n~ ~ • ~ 17. HILL PP,OJECT AFFECT 7HE CHARACTER nF THE EXISTiiIG M,0 YES Exzmole that V.ould Apply to Column 2 _ The ?apulation of the City, sewn dr Village in which the project is located is likely to grew by more thin 5: of resident humzn pcpulation. The municipal budgets for capital exbenditures ar opera- ~ ~ Ling services will increase by mare than 5: per year as a result of this project. _ ;liTl involve any ~erranant facility of a non-agricultural - use in an agricultural district ar rer,.ave prime agricultural lands from cultivation. _ The project will re?lace or elimina*_e existing facilities, str~ctures or areas of historic importance to the community. _ Development will induce an influx of a particular rge group with special needs. Project will set an icoertant precedent far future projects. _ Project will relocate 15 or mare employees in one or mare ~ _ businesses. i _ Other impacts: NO 'YES 18. IS THERE PUBLIC CONTROVERSY LONCERiiIt7G TriE PROJECT? O Examples that 'dovld Apply to Co1u.Tn 2 l`^•~'J _ Either government or citizens of adjacent corgiunities have expressed opposition or rejected the project or have not peen contacted. Objections to the project from within the community. IF A:tY .4CTI0.1 IP1 PART Z IS IDE!iTIFiED AS .4 ?OT'ciJTIAI LARGc IMPACT OP. IF '(OU CA8°OT OETER~1IilE THE MAGIITUUE OF IJ;PACT, ?ROCEEO l0 PART 3. PORTIONS OF EAF COId?LET'cD FOP. THIS ?ROJECT: QETE.RNIttATION PART I ~ PART I1 PART 3 Upcn review of the information recorded an this EAF (Parts 1, 2 and 3) and considering hoth the maenitude and importance of each impac it is reasonably determined that: PREFAB[' A NECATI'JE OECL.4RATION A. The aroject will result in no major impacts and, therefore, O is one which coy not cause significant damaee to the environment. d. Althcugh the project could have a significant effect on the environment, [here •eiTl not be a signsfiant effect in this Casa PP.E"ARE A ~.@Ef.4TI'!E OEC,.ARATICN hecausz the mitigzticn measures dzscrbeo in ?4RT 1 have been o inc'.:ced as part of the preposzd project. C. The :eject :rill result in one or mare major ad~rerse imcacis PP,E?ARE POSITIVE OECLARAT1077 PROCEED V!ITH that canoe[ he reduced and mzy cause significant damage to 0 the environment. a ca ignature o-' Responsible Ofricial in Lzac Agency Signature of Preparer (if different from rospansihla officer) riot or type nar..e or responsible officio in Lead Agency ~r~- `4 ~O44N OF SOUTHOLD ~ r~,l.`~I ENVIRONMENTAL ASSESSMENT - PART III EVALUATION OF THE IMPORTANCE OF IMPACTS S!: FORMAT 101: . - Part 3 is prepared if one or more impact or effect is considzred to be potentially large. - The amount pf writing necessary to answer Part 3 may *_e detanined by an s•.ering the question: In briefly ti , completing the instruc*_ions below have I placed in t.".is record sufficient inrermation to indicate the reasanablaness of -y decisions? INST~UCTIOFlS Complete the following far each impact or effect identified in 'Column 2 of Part 2: 1. Briefly describe tha impact. ,r 2. Describe (if applicable) haw the im?act might be mi^_igated or r_ducad to a less than large impact by a pro- ject c:^.ange. 3. Based on the inforratign available, d_tide if it is reasonable to conclude that this impact is important to the minicipality (city, town pr villaa_=) in which the project is located. . ~ ~ To answer the question of impoNarcz, consider: - The probability of tfie impact or effect pccurrinq - The duratipn of the impact or effect - Its irreversibility, including pe:~anently lost rescurcas pr values - ;ihether the impact pr effzc*_ can be contro1124 - The regicr,al cgnsequence of the impact or affect - Its potential divergence from local needs and ;pals • - Nhe*.her known objections to the project apply to this impac*. or effect. D'cTERNI}IATiCN OF SIG;iIFIC.+7lCE An action is considered to be siynificar.t if: One (or more) impact is detere:ined to both cane and its (their) consepuenca, based on the review above, is important. PART IIf STA7EHE;ITS • ~ (Centim_e on Attachments, as ne_ded) ~'C~J~~\(L ti'~ -Ti- _ • TOWN OF SOUTHOLL~ " ENVIRONMENTAL ASSESSMENT - PART I PROJECT Ii~''F'ORi+IATION YOT:C"c: ~r.is ddc::frsnt rs desi cued to 3551St in deter-l ni ~g •.he t`er '^e action props sed nay have a ;'aniiicant er`ec: ;n the envi rcnmen L. Please car..d 12*_e tie entire ~~2 t1 :heel. nn5werl to :he52 ;ues bons ..ill ae considered as oar. or :he aoolication rcr aporoval and ~,+ay de suoj?=: W 'JT'Lner';e.^Tficlt7an ind auclic review. Provide any adaitianal in'onrtacion you aeiieve will 7e neeeed :a pmolece ?ARTS 2 ana 1. is ezceced treat amoletian of t.':e cAF ~..ilT de Cepencen*_ do inrarmacian currently availaDie and ~.vill net 'nvolve sew ;wales, resaa r_a ar investigation. [f tnrorran an reauir*ng ;uch aaei :idnal ~aork i;.. unavaiacle, ;o indicate ana sneci;y aac~ instance. " ':ARE ••?F PaeJECT: >iArE A>10 .4CCRESS JF ..^.!7NER t;i Oir*erent) HARBOR FAR"dS Mattituck Harb r -'ew • 71am21 Ventures c/o Anthony T. Conforti, Esq. AOCRESS =710 nA7:E OF APB! r^:71T: jt^ee[ 739 East Main Street ,~.'J., fatal 1-:p1 'la"~/o Anthony T. Conforti, Esq. 3us:vESS aFG7+E: 516-727-3107 739 East i4ain Street tree Riverhead, New York 11901 . ~~ta t2) l=iP1 9E5_Zi?Ti rep oaC,;Er-. (4rierly descride type of Projec` or action) Major Subdivision - residential (PLc+S2 Cu~!PIETc EACH QUE~ii0:1 - indicate •'l.d. if not aodlicaol?) .4. 5:-= :aCRIPT;C71 (r'hys it=l ;actin; of overall Project, oth develdcet and undeveleoed areas) 1. General character or .he Lana: Generally unt fdr^.. ;lane X Sane..^aiTy uneven artd roiling dr irregular ?res2nL 'and use: Oman Industrial Cdirnerci al Suou roan Rurai~ X Forest :gricuiture 7C*.er 3. Total acreace d' :roject ar_a:49_14acr•_s. AParox ima c2 acreage: ?resentlp Af'.er Camdi2ti do Presently After :emPiecian Neadcw dr 3rushland _Q_acres _Q_acres ~ 'dater Sur'SCe ra ~_acres ~_aeres ' X21 WF3fg 4loodland 23 aces 12 _r_s 7nvedecaced 'racx, eer_n ar ri l i i - ~_acres _,Q_acres Jan cui:ural - 18 acres ~ . ' is ads, ;cildi~:n; ~aec!tr.c ~:"^-snwat=r ar rer ;eve^. Ttc ai .er +rt :e5 ;Ur'•.Ce; ~_'.Cr'S _~'C"O5 :a. 'S :r E._...; 5 '.Gres r acr-: lawn & garden ;tier (:red .a:_ cyoei ~`acre5 nacres a. :ih1: li are^_cm-nano sail tyae(s) ~n arale!t sandy i. a. :S re t.. led nck :u CC ra7aings ;n ;ro j2c: is :2? ~ra5 % 'la 7. xhat is dm t- :ear:c<? n/a ;r. -7e c) 3!:!i3 y • • ~ . - 6. Approximate percentare of proposed pro}ect site with slopes: 0-10~ X Z; 10-15. 15: Or greater 7. Is project contiguous to, or contain a building or site listed on the National Register of~Historic Places? Yes X No 8. Nhat is the depth to the water table? ~_feet 9. Oo hunting or fishing opportunities presently exist in the project area? Yes x No 10. Does project site contain any specter of olant ar aninaT life that is identified as threatened or endancered - Yes X770, according to - Identify each species 11. Are there any unique or unusual land Eons on the project site? (i. e. cliffs, dunes, other geological formations - Yes X No. (Describe ) 12. Is the project site presently used by the community or neighborhood as an open space or recreation area - Yes X No. , j- 13. Ones the present site offer or include scenic views ar vistas known to be important to .the community? Yes y_No 14. Streams wi*.hin or contiguous to project area: a. Name of stream and name of river to which it is tributary Dee Hobe Creek; Hall's Creek T5. Lakes, Ponds, Wetland areas within or centiguaus to project area: a. Name Hall' s Creek b. Size (in acres) unknown i6. 51hat is the dominant land use and zan'.ng classification within a 1/4 mile radius of the project (e.g. single family residential, R-2) and the scale of development (e.g. Z story). - single Family residential, R-2 and two story B. PROJECT OESCRIPTIOii 1. Physical dir..ensions and scale of project (fill in dimensions as appropriate) a. Total centiguaus acreage awned by project sponsor 4 9 . 1 4 acres. b. Project acreage developed: ~]4icres initially; 4 q _ 74 acres ultimately. • e. Project acreage to remain undeveloped d. Length of project, in mires: n/a {if approriate) e. If project is an expansion oP existing, indicate percent of expansion proposed: building square foot- age n /a developed acreage f.. tlvmLer of off-str^_t parking Spaces existing n` a proposed n a q. Maximum vehicular trips generated per hour 1 p (upon completion of projed) h. If residential: Number and type of housing units: ~i One~Family Two family Multiple family Condominium Initial 0 Ultimate ~ i. If: Orientation Neighborhood-City-Regional Estimated Employment Commarciai n/a Industrial n/a To [al height of tallest proposed structure n a feet. , • 2. Now much natural material (i.e. rack, earth, etc.) will be remov=_d from the site - 0 tons _ - - 0 cubic yards. 3. Naw many acres of vegetation (trees, shrubs, gi•ounC covers) will be removed from site - 1 acres. 4. Ji1T any mature forest (over 100 years old) or other locally-important vegetation be removed by this project? _Yes g_Vo 5. Are there any plans far re-ve;etatien to replace that removed during construction? X Yes No 6. If single phase project: Anticipated period of construction 4 months, (including demoiition). 7. If multi-phased project: a. Total number of phases anticipated _No. ~ - N/A b. Anticipated date of commencement hose 1 month p wear (including demolition) e. Approximate completion data final phase month -year. d. Is phase 1 financially dependent an subsequent phases? Yes No 8. !1111 blasting occur during construction? Yes ~_NO 9. Number of jobs generated: during construction 1 0 ;after project is complete 10. Number of jobs eliminatzd by this project " 11. dill project re?wire relocation of any projects ar facitities7 Yes ~_No. If yes, explain: 12. a. Is surface or subsurface liquid waste disposal involved? _Yes X No. b. If yes, indicate type of waste (sev+age, industrial, etc.) n/a e. If surface disposal name of stream into which effluent ~eill be discharged n/a 13. Jill surface area of existing lakes, ponds, streams, hays ar other surface waterways be increased ar decreased by procosal? Yes X No. 14. Is project or any portion of project located in the 100 year flood plain? _Yes No 15. a. Ooes project. involve disposal of solid waste? Yes -~No b. If yes, will an existing solid waste disposal facility be used? Yes No e. If yes, give name: location d. :1i11 any wastes not ga into a sewage disposal system or into a sanitary landfill? _Yes g_No 16. hill project use herbicides or pesticides? Yes g_YO 17. V1117 project routinely produce odors (Wore than one hour per day)? Yes X No 78. 1iiT1 project produce operating noise exceeding the local ambience noise levels2 Yes X No ~ 19. Jill project result in an increase in energy use? Yes X No. If yes, indicate type{s) • 20. If water supply is from wells indicate pumping capacity 2 0 gals/minute. Z1. Total anticipated water usage per day 1 3 5~ 0 0 gals/day. 22. 2or,ing: a. Jhat is dcminant 'zoning classifica ticn of site? residential b. Current specific zoning classificaticn of 51te single family residential; R-2 c. Es proposed use consistent with present zoning? ye s - d. If no, indicate desired zoning • 26. Approvals: a. Is any federal perniC required? _Yes ~_Yo b. Ones project involve State or Federal funding or financing? Yes X' No e. Local and Regional approval r. Approval Recuired Submittal Approval (Yes, no) (rype) (Date) (Date) City, Town, Village board City, Town, Villace Planning board X City, room, Zoning board City, County Health 0=_carGsent ~ R ~ - Other local agencies _ Other regional agencies T State Agencies ,Jpipi-lanr3c ..1!_ Federal Agencies _ C. INFOR+wATIGaAL DETAILS Attach any additional infarrztian as may be needed to clarify your project. If there are or may be any adverse impacts associated with theproposai, plea_e discuss such impacts and the measures which can be taken to mitiga*_e or avoid m. PREPARER'S SIy:ATURE: mot, tI7lE: i/7~~~0/! Y • REPf.ESuVTIVG: /.S~a/ U/!c./ yt°~1 ~~~'S DATE: S- - • TOWN OF SOUTHOLI~ ' y " ENVIRONMENTAL ASSESSb1ENT - PART II PROJECT IMPACTS AND THEIR hLAGNITUPE General Inforcatien (Read Carerully) - In completing the form the reviewer should be guided the question: Have my decisions and determinations been reasonable? The reviewer is not expected to Be an expert environmental analyst. - Identifying roar an effect will be potentially larg=_ (column 2) does mat mean that it is also necessarily sienifican t. Any farce off=_ct must be evaluated in P.'.RT 3 to determine significance. By jdentifying an effect in column Z simply asks that it be looked at further. ~ ~ - - The Ezacnies provided are to assist the reviewer by sho::ing types o` effects and wherever possible the threshol of magnituee that would trigger a response in tofu-.n The examples are generally applicable throughout the State and for most situations. But, for any zoecific project or site other examples and/or lower thresholds may be more appropriate far a Potential Large Impact rating. - Each project, on each site, in each•locality, will vary. Therefore, the examples have been offered as guidance They do not constitute an exhaustive list of imoact; and thresholds to answer each question. - The nur.Ber of ezamplesper question does not indicate the importance of each question. INSTRUCTIOt15 (Read Carefully) a. Answer each of the 18 questions in PART 2. Ans:+er Yes if there will be a~ effect. b. Mavbe answers should be considered as Yes answers. ' e. If answering Yes to a euestion then check the aporopriate box (column 1 or 2) to indicate the potential size of the impact. If impact threshold equals or exceeds any examole provided, check column 2. If impact will occur but threshold is le::er than exa,^oie, check column 1. d. If revia~eer has doubt aoeut *he size of the impact t~lev,.consider the impact as potentially large and proceed to PAP,T 3. ~ ~ • e. If a potentially farce impact or effect c=_n Be reduced by a change in the project to a less t5an large magnitude, place a Yes in column 3. A tlo response indicates that such a reduction is not possible. • 1. 2. 3. SP'ALL TO POTEi1TIAL G:N IYPAC': 3E MODERATE LARGE REDUCED BY . ?i^.PACT I1iPACT PROJ"cCT C4At?GE IMPACT ON LA~i0 NO YES 'AILL THE.'.E dE A71 E=fECT AS A RESULT OF A PHYSICAL Ci!A:GE TO © O PROJECT SITE? Exaroles that :dould Apply to Column Z _ Any construc:ian an slopes of 15: ar greater, (li feat rise per 100 foot of length), or where the general slopes in the project - area exceed 10.. ' _ Gonstn,•ction on Land where the depth to the water !able is lass than 3 feet. Constructicn of oaved parking area for TOGO or -cre vehicles. _ _ Construction on land :here Bedrock is exposed or y=_nerally _ witnin 3 feet of =_xisting ground surface. - _ Construction chat ai 11 ccntinue for .m re than 1 ye>_r cr involve rq re than one pn z;e or stage. ~ Excavation for mining purposes that wau1C rervve -ore than 1,000 tons of natural material (i. e. rock or soil) per year, Construction of any new sanitary landfill -5_ - ~ "OOERA T~. ~ -L.4 P. c RECUCED. OY , • • 1; ;P:;C ittrACT ~ P?OJEC7 C4ARGE.~ _ Construction in a designated ftoad•.,ay. Other impacts: O YES 2. WILL TN'cRE BE AN EFFECT TO AiJY UNIQUE OR UGUSUAL LA.MO FOPJ;S ~o r'OUNP ON TiiE SITE? (i,e. cliffs, dunes, geological forma- g lions, etc.} Soeci`ic land forms: ItiPACT ON WATER NO YES 3. WILL PROJECT AFFcC7 ANY WATER BOGY OESiGt(ATEO AS PROTECT-eO? (Under Articies 15, 24, 25 of the Envir- ~:l O ~ onmental Conservation Law, E.C.L.) ,i Examoles that 4fouid Apply to Column 2 Dredging more than 100 cubic yards of material from channel of a protected stream. _ Construction in a designated freshwater or tidal wetland. _ other impacts- _ 4. WILL PROJECT AFFECT At1Y t1Cil-PP.OTECTc0 ERISTIt1G OR t1EF1 NO YES - ~I BOGY OF P!.4TER? ............................................0 O Examoles that Would Apply to Column 2 _ A 10: increasa or decreasz in the surface area of any body of water ar rore than a 10 acre increase or decrease. Construction of a body of water that exceeds 10 acres of surface area. _ Other impacts- N YES 5. WILL PROJECT AFF"cCT SURFACE 0R GROUPIOHATER QUALITY? ~"1 O Examoles that !druid Apply to Column 2 ~X~ _ Project will require a discharge permit. _ Project requires use of a source of water *.hat does not have _ approval to ser•re proposed project. Project requires water supply from walls with greater _ than 4S gallons per minute pumainq capacity. _ Construction or oper_tion causing any cantamina*.ion ~ _ of a public water suppiy system. Project will adversely affect groundwater. Liquid effluent ~.vill be conveyed off the sits to _ facilities which presently do no[ exist or have inadequate capacity. _ Project requiring a facility that would use water in ezcess of 2C ,000 gallons per day. _ Project will likely cause siltation or other discha yz _ into an ezisttng body of water to the extant that there - will be an obvious visual contrast to natural conditions. ~ TOWN OF SOUTHOL~ ENVIRONMENTAL ASSESSMENT - PART II PROJECT rMPAGTS AND THEIR hLAGNITULiE General Inforcatien (Read Carefully) - In ccr,.pleting *_he form [he reviewer should be guidzd 7y the question: Have my decisions and deteminations bezn reasanahl=? The reviewer is not expected to :e an expert environmental analyst. - IEentifying tnzt an zffzct will be potentially larz (column 2) does not mean that it is also necessarily sicnificant. Any farce effect must be evacuated in PART 3 to dztzmine significance. By ,identifying an effect in colu.-n ? simply asks that it Se looked at further. - The Ezamoies provided are to assist thz reviewer by showing types of effects and wherever possible Lhe thresholr ' of magnitude trot •seuld trigger a response in column The examples are generally applicable throughout the State and for most situations. But, for any soecific project or site other examples and/dr lower thresholds may be mor_ appropriate for a Patentfat Large Impact rating. - Each project, on each site, in each~locaTity, will vary. Therefore, the examples have been offered as guidance. They do not constitute an exhaustive list of imeacts and thresholds to answer each question. - The number of ezamplzs pzr question does not indicatz the importance of each question. INSTRUCTIONS (Rzad Carefully) a. Answer each of the 18 questions in PART 2. Answer Yes if there will be a1 effect. 0. Mahe answers should be considered as Yes answzrs. e. If answering Yes to a question then check the apcrooriatz hox (column 1 or Z) to indicatz the Dotential size of the impact. If impact threshold equals or exceeds any example previdzd, check column 2. If impatt will occur but threshold is lo::er than exar..oie, check column 1. _ d. If reviz~.aer has Coubt about *he size of the impact tilzo,.consider the imozct as potentially large and proceed to PAP,T 3. e. If a potentially farce impact or effect can he reCuc=_d by a change in Che project to a less than large , magnitude, plzce a Yes in column 3. A ilo respensz indicates that such a reduction is not possible. 1. 2. 3. SP'ALL i0 POTENTIAL CAN IMPACT dE MOOEPATE LARGE REDUCED BY liaPACT I1~!PACT PROJ'cCT CNn:`1GE IMPACT ON LAND NO YES 'd ILL THE'.E dE Aff Er'FECT .4S A RESULT OF A PHYSICAL Ci'4.`wc TO © O PRO.IECi SITE? Exzr..oles that 4fduld Apply to Column 2 Any construction on slopes of 15'+ ar greater, (1S foot rise per 100 foot of length), or where the general slopes in the project area exceed 10.. ' _ Construction on Lznd where the depth to the watzr table is 1255 _ • than 3 feet. ~ _ _ Constructicn of oaved parking area `or T,OG7 or -c re vzhicles. _ Constructicn on land :merz beErock is expoSeE or •;=_rerally witnin J feet of existing ground surace. - Construction chat will continue forrnre than 1 yoar er involve Wore than one pna;z or stage. ~ Excavation far mining purposes that rroulC r=_.xve -are than 1,000 _ tons of natural material (i. e. rock or soil) pzr year. _ Construction of any new sanitary land ill. -S_ 1. G. J. STALL TO POTEiiTIAI CAI! ItiPACi 4~ ~OCE?ATE LARGE RE000EO (IY IMPACT it?PACT PROJECT CHA;IGc _ Other Impzcts: 5. 'd AL P2^.,:ECT ALT:B OR4IPIAGc' FLON, PATT;?!IS OR SG~4FACE !t+TE3 .`!0 YES RUNOFF? O O Example thzt !•:ould Apply to Colors 2 - Proj=_ct would impede flood water flaws. • ' _ Project is likely to cause substan±ial erosion. _ Project is incompatible with existing drainaee pacterrs. _ 0*_her impacts: _ ItdPACT 021 AIR ti0 YES 7. WILL PRCJECT AFFECT AIR QUALITY?........' ...................0 O Eza!^oles that Itauld Apply to Colum 2 _ Pr_jec: will induce 1,J00 or more vehicle trios in any given hcur. Project will result in the incineration of mare~than 1 ton of refuse per hcur. _ Project e~nissien rate of all contaminznts will exce=_d 5 lbs. per hour or a heat source producing more than 1C million 3TU's per hour. ' _ Other incacts: ~ _ LRP?C- 0^: P! s21ic A2ID zyr"A! 5 2ro Yes 8. 'BILL PROJECT AFFECT A2iY THREATulEC CR E3lliAtiG'cRED SP_CIES% O O - _ . X Exzmales that 5:culd Apply to Calu-n 2 _ Redaction of one or no re species listed on the t:ew York or rederal list, using the site, over or near site or found an the site. Removal of any portion of a critical or significant wild- life :iabitar,. _ .4p?licat'on of Pesticide or !;e!i~icide over care than _ t}rice a year other titan for agriw~ural purocses. Ot.`,er lmpacts: 9. 'd`.!! PSCJECT :U ESTd~;TIALLY AFFECT :iCt!-TP.RE.AiE!tE7 OR '10 YES -ctiCAt;GEREO S?ECicS? .......................................0 O Exa cola. Liar :Iou1C Apply to Column 2 Project ~.~eu ld sat stantially interfere with any resiCent or migratory fish or wildlife species. _ Prnject r_cuiros the rexo•ral of -ore C:an 10 3^_rei o~ mature fn rest (aver i00 years in a?~) or other locally important veg_tation. ~ ! - ~ ?'ALL TO POTENTIAL CA7J IM?ACT'.6E~ .ODERATE LARGE REDUCED BY _ ~ IP?AC7 R!PA.CT PP.OJECT C4AIJGE If?ACT OtJ VISUAL RESCU'RCE 10.. VJi!L THE PPCJECT AFFECT VIEWS, VISTAS 0?. THE VISUAL NO YES C4A.RACTER OF THE IJEiGH60RNW0 OR CCh"'UNITY? X Examples that tlauld Apply to Column 2 X An incompatible visual affec*_ taus=_d by the introduction - _ of new materials, colors and/or forms in contrast to [he surrounding landscape. _ A project e35ily V95ible, not easily screened, that is - - obviously different from others around it. _ Project will result in the elimination ar major - serenira of scenic views or vistas kner:n to be important to the area. • _ Other impacts: - IMPACT ON HISTORIC RESOUR'ES 11. 'BILL PROJECT It?PACT ANY SITE,. OR STRUCTURE OF HISTORIC, NO YES PRE-HISTORIC OR PALEOiJTOGICAC IMPORTANCE? .................~"y " X v _ Examples that Vlauld Apply t0 Column Z _ Project accurinq wholly or partially s+ithin or contiguous - to any facility or site listed an the National R=_gister of . historic places. Any impact to an archeological site ar fossil bed located - i - within the project site. Other impacts: - IMPACT ON OPEN SPACE 3 RECRE.ATTO!I 12. 41ILL TY.E PP,OJ'cCT AFF'cCT THE GUANTITY GR DUALITY OF E:QSTING MO YES OR FUTURE OPEiI SPACES OR RECREATIGiIAL OFPORT'J-tITIES?...... ^ f~ Exaroles that Vlauld Apply to Column 2 ~J ~f _ The permanent foreclosure of a future recreational opportunity. A major reduction of an open space important to the community. ~ Other impacts: _ . iMP7CT na TRANS?ORTATT09 13. VIILL THE.'.E dE AN cr'FECi TO EXISTIiiG iRAN~PCRTAT:GN NO YES SYST~~S? O O Exaroles that Mould Apply to Column 2 _ Alteration of present patt:rns of roveeent of people - ard/or goods. _ Project will resui[ in severe traffic problems. - Other ir..pacis: - • - ~ 1~ 2. 3. Sf"ALL TO PCTEiiTInC CA.{ I::PACT'EE" i?ODERQi"c LAPGE REuUCED dY SM?ACT C:PAC7 PROJECT CHANGE I"'P 4CT O:{ E'!ER~Y 16. HILL PROJECT AFFECT TkE CCF?aWVITIES SOURCES OF F'J 1 ~i7. NO YES E:VEROY SUPPLY? Exzmolas that :fauld Apply to Column 2 _ Projact causing grezter than 5". increase in any fo n of ' energy used in municipality. Project requiring the creation or extension of an aner?y ~ ~ • ~ transaizsion or suoal_r sysizm to s2r•re more thin 50 single or C+o family residences. ^ Other ir..pacLs: YMP4CT O`I NO[SE 15. WIL! Td ERE Bc" 09JECTIO!{ABLE OOCRS. NOISE, GL4RE, 'lI3'aTION .'i0 YES or ELECTRICAL OISTI!R9.:1CE AS A RESULT OF THIS PP.CJECT? .O O Exar.,oles that Hcutd Apply to Co1urn Z Btastino within 1,500 fe=_*_ of a hospital, school-ar other ~ _ sensitive facilit/. CCars will occur routinely (:x re than one hour per day). ~ Project•~rill produce operating noise exceeding the local acbient noise levels far noise outside of str;ctures. _ Project wilt rerove natural barriers tha*_ would ac; as a _ noise Screen. Other ir.,pacts: _ IMP4CT 0r! HEAL?H 5 uAZ1P.?S NO YES 16. HILL PRDJc'C7 AFFECT PU1[C HEALTH ARO SAFciY? .............0 O Examaies that 'douid apply to Column 2 _ Project '.+ill C3U52 a risk of explosion ar release :f hazardous substances (i.2. oil, pesticides, chemicals, radio*_ian, a*_c.) in the event of accidant or upset conditions, ar there will be a chronic tow level discharge or emi rion. Project that will result in the burial of "han rdaus wastes" ~ i (i. e. tonic, poisonous, highly reactive, radiaac:ive, irritating, ' infectious, etc., including wastas that are soliC, sami -solid, liquid or contain gazes.) ~ _ Storaa_ facilities for c^e million or more gallons a` liquified ~ na Clral gds Or Other ligL'1 d5. Other impacts: ~ _o_ IY.PACT U.'1 Sa)S!TH 0.~riRBACTE.', OF CO;Y";77ITY OR :I'cIGf3,^.%~^.fn~ - ~ ' 17. WILL PP.OJECT AFFECT THE C4APACTE4 nF TNc' EXISTiT1G NO YES Exzmole that 4!ould Apply to Column 2 The ?opulation of the City, Tpwn or Pillage in which the project is lecatzd is likely to grew by more thin 5: aP resident human pcpulatian. _ The municipal budgets for capital ezo=_nditures or opera- ~ Ling services will incr=_ase by more than 5: per year as a result of this project. _ 41111 involve any oerranent facility of a non-agricultural use in an agriculturzl district pr remove prime agricultural lands from cultivation. _ The project will replace or eliminz*_e existing facilitizs, - Str'JCL'JreS Or dreds Of histpYiC importance to the community. Development will induce an influx of a particviar age ~ group with special needs. _ Project will set an important precedent for future projects. Project will relocate 15 or mare emplpyees in one or mare businesses. _ Other impacts: ' NO 'YES 18. [5 7NERE PUBLIC CONTR04ERSY CO\CERiiIi1G TriE PROJECT? .......0 O Examples That Slpuld Apply to Column Z _ Either government or citizens of adjacent cormunities have expressed opposition or rejected the protect or `lave not peen contacted. Objections to the project from within the community. IF .,1;Y ACT I07; Ia PART 2 IS IOE!iT IFIEO AS A ?OT'ciITIAL LARGE fYP.4CT OP. IF'(OU C:.:;;;OT O'ciER4Ii;E THE MAGIIITUUE OF Ih?ACT, PROCEEC l0 PART 3. PORTIONS Or" EAF CO:i?L?ED FOP, idly PROJECT: DETE.RHPIATION PART I ~ PART 11 _ PART 3 Upcn review o` the information recorded an this EAF (Parts 1, 2 - and 3) and considering both the magnitude and importance or each impzct, it is reasonably determined that: PRE?AR'c A NEf:ATIVE DECLARATION A. The project will result in ne major impacts and, therefore, O is one which may not cause significant damage tp the environment. d. Althcugh the ?roject could have a significant effect on the emr.rJnment, [here will not be a significant affect in this c3sz PP.EPARE A NE{i47I'!E DECL4RATICI7 tecausz the miticaticn measures dascribee in PART 3 have been O inc?::cod as part or the prccoszd project. C. The project'nill result in one orr..ore major ad•rersa impacts ?P,E?ARE POSiT1VE OECLARATIC;i PROCEED 4!1713 *.hat canner he reduced and may C3U52 significant damage to O the environment. dL2 51'gnacure or Responsiole Official in Lean Agency Signature of Preparer (if different 'rpm responsible officer) riot or type nar..e of responsible officio in Lead Agency _ ~ ~ •5 • ANTHONY T. CONFORTI COUNSELOR AT LAW 73G EAST MAIN STREET RIVERHEAD, NEW YORK 11>i 07 316-727-3107 May 11, 1983 MAY 12 RECD Mr. Henry Raynor, Chairman Southold Town Planning Board t4ain Road Southold, New York 11971 Re: Application of Bayview Ventures Dear Mr. Raynor: I am enclosing herewith completed Environmental Assess- ment form. Please advise the undersigned when we may anticipate a determination on the application for preliminary approval. Thank you for your co-operation and courtesy in this matter. Yours very truly, ~s i~~ ANTHONY T. CONFORTI ATC:em Enc. CC: Thomas E. Gill, Esq. ~k~~w~g~ ' 1 WN OF SOUTHOLD ~ ' Q,L ~ `~j ENVIRONMENTAL ASSESSMENT - PART III EVALUATION OF THE IMPORTANCE OF IMPACTS I"lFCR,MATIC:: - Part 3 is prepared if one ar morc impact or effect is considered to be potentially large. - The amount of writing necessary to answer Part 3 gay bz detenined by answering the Question: In briefly 1 a completing the instructions below have I placed in *...^.is record sufficient inforration to indicate the reasonableness of my decisions? - INSTRUCTIONS Complete the following for each impact or effect identified in Column Z of Part 2: 1. Briefly describe the impact. .r 2. Cescri6e (if applicable) haw the impact might hz mitigated or reduced to a Less than large impact by a pro- ject c?:angz. 3. Based on the information available, decide if it is reasonable to conclude that this impact is important to the minicipality (city, fawn ar village) in which thz project is located. . To answer the question of importance, consider: - The probability of the impact or effect occurring - The duration of *_he impact or effect - Its irreversibility, including permanently Tos: resources or values - Whether the impact or effect can be ccntroiled - The ragional consequence of the impact or affect ' - Its potential divergence from local needs and goals - Whether known objections to the project apply to this impact ar of°ect. OETERkIP1ATICN OF SIGIIIFICA7ICE - , An action is considered to be significant if: ~ - . One (or more) impact is determined to bath large and its (their) conseavence, based an the review above, is important. PART IIf STATEI7EYTS ' ~ (Contim;e an Attachments, as needed) _ T~ OF SOUTHOLD ~ . . ~ " ENVIRONMENTAL ASSESSMENT - PART I PROJECT II\°FOR?AATION 90T:CE: This document +s desiened to assist in deta^in4~9 ~.hetter :`e action ?ro^,aszd nay have a signi%icanC .rice: pn the environment. Please camolete ':^.e anti re ;eta .i:Eet. ~nsvers ao these -uestians ei;l pe cansiaered as part or :he adplication far approval ana may be zubjec: to farther veri"icatfon and aublic review. Provide any aaaicianal information you believe wri11 be needed :a cemalete PARTS 2 ana 3. " is azcet'Ced tnat amoletion df the "cAF •~ill be dependen*_ on infarmaean currently available and ~aill not ` 'm~olve new ;roof es, rasaara or investf gation. If tnfors:i on reauin ng ;uch as dicionai work is.. unava'.dble, ;a Indicate ana specify aaca instance. ' '7AMF nF PaCJECT: `iA~E APIC .3CCRESS JF ..^,~'N£R f:f Cffferent) - - - - . HARBOR FAR_"9S Mattituck Harb ~ew ,lama) Ventures c/o Anthony T. Confor.ti, Esq. AGGRESS a.70 :IA17£ CF ~ao~ rr:NT: ,St^eet '739 East Main Street ,a,~„ tace) t"iG ,!as.~/o Anthony T. Conforti, Esq. 3urHE55 ahCrlE: 516-727-3107 739 East D4ain Street Riverhead, New York 11901 s:._, :p, ; ~ ^.F P°OJc (9 r. e~ 1y dESCrfbe type of 7r'oj 3c: 7r 3c:i on) ~ajOr SLlbdivlSiOn - residential {a(.EMSL CJMPL EIL E3CH QUE~i iO'1 - tndicaLE :l..l. if noc apol{capl?) (Ph;a ic_1 ;at^h; of overli; Profec:, bath deveiccec and ::ndevelcoed areas) 6enersl character of the land: 6enerailq unifor^ aiooe R Seneraity aneven and roiling ar irr_;ular ?reSE OL '.and use: Urban Industrial Cartmerci al Suou roan dotal X Forest Agriculture 0~'~er 3. Total act»?e of ;roject area:49l19eer•_s. Approximace acr?age: PrESZntly After Camdla^ an Present;y .after ':cmoletion t+eadcw ar 3rusnland _~ames _Q_scres 'lacer Sur:"ace .:rys ^__p__acres ~acrs ' ~~~g woodland 23 sees 12 is Unve^etacad ;racz, earn or rill; ~_acres ~_acres Aarfuitural 18 aces _~ac e_ . '<aads, ~uiidinns .'.et!.r.c•:'^esnwanr or _nd ^:r.er payee ri.'.ai '_3 .er +r"Ci eS ;Urh C'S 7 '•='O5 ~-'-t"5 '_a, 'S cr 5 acres mac-es lawn & garden :7rer ;'no ca:> .ypei ~_scres ~_ares a. 'dhat i; oreccm:nant sail ty?<_{s) on arojzc: ;f :a: sandy i. 3. era :.`.ere bedncz :uttro^, pings an :rolec7 ;i:e? _"es ~'io S. ''+har. is loot- ':earccxT n/a "°_e t) 3/!!7a . ~ ~ . _ - ~ 6. Approxir..ate percentage of proposed project site with slopes: 0-10~ X 10-I5: 15: or greater 7. Is project contiguous to, or contain a building or site listed on the National Register of Historic Places? Yes X No 8. What is the depth to the water table? ~_feet 9. Oo hunting or fishing opportunities presently exist in the project area? Yes Y NO 10. Ooes project site contain any species oP plant ar animal life that is identified as threatened or endancered - Yes ~flo, according to - Identify each species il. Are there any unique or unusual land tons an the project site? (i. e, cuffs, dunes, other geological formations - Yes X No. (Describe 1 12. Is the project site presently used Dy the comunity ar neighborhood as an open space or recreation area - Yes X No. - 13. fMes the present site offer or include scenic views or vistas known to be important to .the eo+mnunityT Yes _~flo 14. Streams within or contiguous eo project area: a. Name of stream and name of river to which it is tributary _ Deep Hobe Creek• Hall's Creek - 15. lakes, ?Dods, Wetland areas within or contiguous to project area: a. Name Hall's Creek b. Size (in acres) unknown 16. What is the dominant land use and zon'.ng classification within a 1/4 mile radius of the project (e.g. single family residential, R-2) and the stale of development (e.g. 2 story). - single family residential, R-2 and two story 8. PROJECT 0-cSCRIPTIOti i. Physical dimensions and scale of project (fill in dimensions as appropriate) a. Total contiguous acreage owned by project sponsor 4 9 . 1 4 acres. b. Project acreage developed: acres initially; 4 9"laacres ultimately. ' • e. Project acreage to remain undeveloped d. length of project, in miles: ~(if appropriate) e. If project is an expansion of existing, indicate percent of expansion proposed: Duiidinq square fcot- age n /a ; developed acreage Humber of off-stmt parking spaces existing n- a proposed g. Maximum vehicular trips generated Per hour 1 n _(upon completion of project) h. If residential: Nunber and type of housing units: One 'Family Two family Hultiple family Condominium Initial 0 _ Ultimate _g~ i. If: Orientation Neighborhood-City-Regional Estimated Employment Commercial n/a Industrial n/a j. 7o tai height of tallest proposeC structure n a feet. g. 10. 11. How much natural material (i.e. rock, earth, etc.) will be removed from the site - 0 tons ~ 0 ¢uStc yards. How many acres o? Vegetation {trees, shrubs, ground covers) will be removed from site - 1 acres. Will any mature ?crest {over 100 years old) or other locally-important vegetation be removed by this project? Yes Z No Are thero any plans for re-vegetation to replace that removed during construction? X Yes No If single phase project: Anticipated period of construction 4 months, {including demolition). If multi-phased pruject: a. Total n~ber of phases anticipated ' N/A b. Anticipated date of con~encement phase 1 month demolition) c. Approximate completion date final phase ~onth ... d. Is phase 1 financially dependent on subsequent phases? Will blasting occur during construction? Yes ~ No Number o? jobs generated: during construction 1O .; after project is complete year {including year. Yes No Num~er of jobs eliminated by this project 0 Wtl 1 project require relocation o? any projects or facilities? Yes a. Is surface or subsurface liquid waste disposal involved? Yes b. If yes, indicate type o¢ waste {sewage, industrial, etc.} n/~ No. If yes, explain: No. c. If surface disposal name of stream into which effluent will be discharged . n/a Will surface area of existing lakes, ponds, stre~s, bays or other surface waterways be increased or 13. decreased by proposal? Yes X No. 14. Is project or any portion of project located in the lO0 year flood plain? 15. a. Ooes project involve disposal of solid waste? _ Yes ~ No b. If yes, will an existing solid waste disposal facility be used? c. If yes, give name: ; location d. Yill any 16. Will project 17. Will project 18. Will project lg. Will project Yes ,. Eo Yes No wastes not go into a sewage disposal system or into a sanitary landfill? ? Yes ~ No use herbicides or pesticides? Yes ~ No routinely produce odors {~ore than one hour per day}? Yes ~ No produce operating noise exceeding the local a~bience noise levels? Yes .~ No result in an increase in energy use? Yes × No. If yes, indicate type{s) 20. 21. 22. If water supply is from we]ls indicate pumping capacity Total anticipated water usage per day_l~500 gals/day. Zoning: a. What is dcminant'zoning classification of site? b. Current s~ecific zoning classification of site c. Is proposed use consistent with present zoning? d. If no, indicate desired zoning 20 gals/minute. residential single family residential~ R-2 _v~m -3- . _ ~ _ 26. Approvals: a. Is any federal permit required? Yes ~_Na b. Does project involve State or Federal funding or financing? Yes X' No e. Local and Regional approvals: ~ Approval Required Submittal Approval (Yes, ilo) (Type) (Date) (Date) City, Town, Village Board City, Town, Villace Planning 3oard X ' City, Town, Zoning Board City, County Heai th Deaart:rent 9 R7 _ Other local agencies Other regional agencies Slate Agencies 'X- wgt;landc Federal Agencies C. INFORMATIG;UL DETAILS Attach any additional infarrration as m2y be needed to clarify your project. If there are or may be any adverse impacts associated with the proposal, please discuss such impacts and the measures which can be taken to mitiga*.e or avoid m. PREPARER'S SIG;IATURE: TITLE: LI/~d0/ REPRESuYTING: QQa/ (//1~.G/ (/P.z /zir~.~ DATE: s' ' 0 T~ OF SOUTHOLD ` ENVIRONMENTAL ASSESSMENT - PART II pROJFGT rMPAGTS L1ND THEIR M_AGNITUPE General In farnatian (Read Carefully) - In ccmpleting the form the reviewer should 6z guidzd h~ the question: Have my decisions and determinations bezn reasonahle? The reviewer is not expected to be an zxpert environmental analyst. - Identifying Gnat an effect will be potentially largz !column 2) does not mean that it is also necessarily sienificant. Any torte effect must be evaluated in ?.=.RT ? to determine significance. By identifying an effect in column Z simply asks that it be looked at fur*.her. - - - The Ezamnies provided are to assist thz reviewer 6y sho~:+ing types of effects and wherever possible the thresholC ' of magnituee that weuld trigger a response in colu:.n the examples are generally applicable throughout the State and far most situations. But, for any scecific projzct or site other examples and/or lower thresholds may be more appropriate far a Potential Large Impact reting. - Each project, on each site, in each•locality, will vary. Therefore, the examples have been offered as guidance. They da not constitute an exhaustive list of impacts and thresholds to answer each question. - The number of examples pzr question does not indicate the impori:ancz of each question. INSTRUCTIOtIS (Read Carefully) a. Answer each of the 18 questions in PART 2. Answer Yes if there will be a1 effect. b. Ma_`be answers sheuTd be considered as Yes answz~s. c. If answering Yes to a euestion then check the acorcoriate box (column 1 or 2) Lo indicate the potential size of the impact. If impact threshold equals or exceeds any exzmple provided, check column 2. If impact will occur but threshold is lovrer than examoie, check column 1. d. If reviz.+er has doubt abeut the size of the impact Lllzq.consider the imozct as potentially large and proceed to PAP.T 3. e. If a potentially torte impact or effect c=_n he reduced by a change in the project to a less than large . magnitude, place a Yes in column 3. A ilo response indicates that such a reduction is not possible. 1. 2. 3. SP'ALL TO POTENTIAL CAN IY,PACT ilE MODEPATE 1;iRGE REDUCED BY IMPACT I1!PACT PROJECT CaAC1GE IMPAC7 ON LAUD NO YES 'AILL THERE BE A;! EFFECT AS A RESllLT OF A PHYSICAL Cr4.'~E TO © O PROJECT SITE? - Exaroles that 4lould Apply to Column Z _ Any consiruc*.ien an slopes of T5: or greater, (15 fact rise per 100 foot of length), or where the general slopes in the project area exceed IOS. Cons t:uction on Land where the depth to the watzr !abiz is lass than 3 feet. _ Construction of saved parking area for T,7G0 or :-cre vzhicles. _ Construction on land where bedrock is exposed or •;=_nerally witnin 3 feet of existing ground surface. _ Construction that will continue for care *_han 1 ;=ar cr involve _ mare than one pna;z or stage. ~ _ Escavation for mining purposes that •oou1C rer~ve -or=_ than 1,000 tons of natural mat__°rial (i. e. rock ar soil) per year. _ Construction of any new sanitary landfill. .5- "9DERAT. E LAP.GE - REDUCED, OY - ~ R7P;;C' I!:PaCT ~ ??OJECT.64AiiGE~ _ Construction in a designated floadway. ^ Other fmpacts: 0 YES ` 2. WILL TN"c RE 3E AN EFFECT TO AAY UNIQUE OR U7i;5UAL LANG FQPJiS ~O FOUND Otl 7iiE SITE? (i,e. cliffs, dunes, geological forma- g lions, etc.) Soecific land forms: IHPACT ON WATER NO YES 3. WILL PROJECT AFFECT ANY WATER BODY DESiG,YATEO AS ..........l~y ' PROTECTED? (Under Articles 1§, 24, 25 of the Envir- ~:1 onmental Conservation Law, E.C.L.) - Examales that Would Apply to Column Z Dredging mare than 100 cubic yards of material from channel of a protected stream. Construction in a designate¢ freshwater or tidal wetland. _ Other impacts 4. WILL PROJECT AFFECT ANY NOtJ-PPOTECTED EXISTING OR NEW NO YES . BODY Of 4L4TER? ............................................0 Examoles that Would Apply to Column Z _ A 10: increase or decrease in the surface area of any body T of water or arose than a 10 acre increase ar decrease. Construction of a body of water that exceeds 10 acres of _ _ surface area. Other impacts• N YES ~ 5. WILL PROJECT AFFc'CT SURFACE OR GROUt1DHATER t]UALITY? o O Exar'ales that Would Apply *_o Column 2 j Project will require a discharge permit. _ Project requires use of a source of water ±hat does not have approval to ;erne proposed project. Project requires water supply from wells with greater than 45 gallons per minute pumping capacity. _ Construction or operation causing any contamination of a public water supply system. _ Project will adversely affect groundwater. ` liquid effluent will be conveyed off the sits to facilities o-,hich presently da not exi r or have inadequate capacity. _ Project requiring a `acility that would use water in _ excess of 20,000 gallons per day. • _ Project will likely cause siltation or other discha ye into an existing body of water to the extent that there .wilt 6c an obvious visual contrast Co natural conditions. • • • ~ • RtALI TO Tu~IAL CAtI IMPACT 4g ~ ADERATE LARGE RE000-C GY IMPACT It?PACT PROJECT CHA;iGc' Other Inpacis: 6. :JIL! v2^JECT ALT.R CaAIVAGE FLCN, PAT c@tIS 02 SUkFALE t:ATER 90 YES RU.'IC FF? OO ExamoL thaC htouTd Aopiy to Caiur~rt 2 = _ Proj=_ct would im?=de flood water flows. Project is likely Lo cause suCstan*.ial erosion. _ Project is incompatible with existing drainage patterns, _ 0*_her impacts: _Y IMPACT Ct7 A[R HO YES 7. WILL PkCJELT AFFECT AIR QUALITY?........' ................•••O O Examples that Ffould Apply to Column 2 _ Project will induce 1,000 or mare vehicle trios in any given hcur. _ Project will resin*. in the incineration pf more-than 1 ton. of refusz per hour. _ Prp~ect emission rate of all Contaminants will exceed 5 lbs. per hour or a heat source producing more than IC million 3TU's per hour. f Other impacts: Lt•P?CT C'i PL?tI75 Atlp aeir~ar 5 fro YES 8. SIIL! PF.OJEL7 AFFcCT Airy THREAT'cilEC CP. Et;CAtTG"cREC SPECI'c5% O O Exzmples that 'r!culd Apply to Colum 2 _ Reduction of on=_ ar Wore species listed on the i~ew York ar Fede raj list, using the site, over or near site or fcund on the site. Removal of any portion of a critical ar significant wild- _ life haGitat„ . AP?lication of Pesticide or herbicide over more than tt7ica 3 year other titan for agri~~!tural purocs~s. _ Other Impacts: 9. '.J I!! ?RCJEC7 :L'SSi7•TI;SL!Y AFFECT ."iC;l-T:!REATEIiE9 ;R Y0 YES EtiCAttGERED 5?ECiES': .......................................0 O Exarple that !lould Apply b Column 2 _ Projec*_ ~.~auid substan*.ially interfere with any resident or migrztpry fish or wilClife species. P rnj ec[ recuires the removal pf :-ore than 1C acre; pf mature fares[ (ever 1071 veers in age) or pt^er lpcaily ir..poriant vegetation. i 1 .7. ~ NALL TO POTENTIAL CAa IxP~ ACT',3E~ .OOERATE LARG"c REDUCED BY ~ Itl?ACT Ii!P.4CT PP.OJECT CR4i<uE iF'PACT 07 VISUAL RESOURCE 10.. HILL 7HE PPOJECT AFFECT V[E;15, VISTAS OP. THE VISUAL NO YES CHARACTER OF THE PEfOHBORH000 OR COP'NUNITY? O Examples that 1lould Apply tp Column 2 _ An Sncampati6le visual affec*_ taus=_d by the introduction X of new materials, colors and/or forrt:s in contrast to the surrounding landscape. _ A project easily visible, not easily screened, that is ~ obviously different from others around it. _ Project will result in the elimination or major screenirp pf scenic views pr vistas knorm to be . important to the area. - _ Other impacts• ~ IMPACT ON HISTORIC RESOURCES 11. 'MILL PROJECT ItfPAC7 ANY SITE; OR STRUCTURE OF H[S70RIL, NO YES PRE-HISTORIC OR PALEONTOGICAG IN.PORTAPICE? ~ ' Examples that ldauld Appiy to Column Z _ Project occurinq wholly ar partiaTly within or cprtiguous ~ _ to any facility or site listed on the National Register of . historic places. _ Any impact to an archeplagical site or fossil bed located ~ 7 ~ within the project site. Other impacts: _ IMPACT ON OPEN SPACE & RECRE.4Ti0fl 1Z. HILL THE PROJECT AFF'cCi THE CUANTITY OR DUALITY OF --e:(ISTING NO YES OR FUTURE OPEPI SPACES OR RECP.EA7IOtlAL OPPOR7UIITIES?...... ~ o Examples that Ltpuld Apply to Column 2 The permanent foreclosure pf a future recreational opportunity. _ A major reduction pf an open space impprtant tp the conmunity. _ Other impacts: ~ r._, _ IMPACT ON TRANSPORTATiO.'I 13. 'r1ILL iNERE dE A}! EFFECT. TO EXI57IiiG iRANSPCRTATiON NO YES SYSTu^^S? O O Examples that 'could Apply to Column 2 _ Alteration of present aatterns of moverent of people and/or goods. _ Project wilt result in severe traffic problems. Other tmaacis: N • ~ 1 2. 3. Sr'ALL TO POTEiiTIAI CA(: I:!Pn~ CT•C fOOER?TE Lk"Oc' REDUCED BY IMPACT R!PACT PROJECT CHANGE L"!PaC7 ON E"IERGY la. WILL PROJECT AFFECT THE CCwaWNITIES SOURCES OF PJS! CR 90 YES E.HcRGY SUPPLY? o Examples Lhzt Would Apply to Column 2 • _ Project causing grezter than 5. increase in any fo n of - energy used in municipality. Project requiring the creation or extension of an 2n=_rgy • transaizsion or sucply system tp serve more than 50 single or avo family residences. - Other impacts: IMPACT ON NOSE 15. WIT! TdERE BE 09JECTIOriA,LE OOCRS, NOISE, GLARE, V'.??AiIGN v0 YES ar ELECTRICAL OISTU2SAriCE AS A RESULT OF THIS PP.CJE=T? ....0 O Examples that Hould Apply to CaTunn Z _ Blasting within 1,500 fee*_ of a hpspitai, school%or other _ sensitive facility. _ Odors will occur routinely (more than one hour per day). _ Projec*_ «ill produce operating noise exceed ina the • _ _ local ambient noise levers far noise outside of str;ctures. _ Project will remove natural barriers that would act as a noise screen. _ Other impacts: - IMP?CT CFr HE.4LTN & uAZ?P,CS NO YES 16. HILL PROJc'CT AFF'cCT PU'pLIC HEALTH AND SAFETY? .............0 O X Examples that 'dould Appiy to Column 2 _ Project will cause z risfc of explosion or release of hazardous _ substances (i.e. ail, Pesticides, chemicals, radio*_ipn, etc.) in the event pf accident ar upset conditions, or there «i11 be a chronic tow Tavel discharge or emission. ~ Project *.hat will result in the burial of "hazardcus wastes" . (i.e. toxic, poisonous, highly reactive, radiezc_ive, irritating, infectious, etc., includ inq wastes that are soliC, szmi-solid, Ilquid Or COnC3in gd525.) S W raq_ facilities for pne million or mere gallons pf liquified _ natural yes Or other 1iCUids. _ Other impacts: _o_ :i I'n6i Ge".`.W rkJJal C~•1(il,t L°.PAC7 0.'1 GR:)5!TH ~C!it a:1CTFP, OF C07:; ~YIiV OR i!'t l Gt.'9.^•%H^,(;~ - ~ . - " 17. WILL PP.OJECT AFFECT THE CH.APACTER nF THc- EXISTItlG NO YES COrP!IlNITY? ................................................0 O Example that V.puld Apply to Column 2 _ The population of the City, Town or Pillage in which the project is lecatad is likely to grow by r.:ore than 5, of resident human population. _ The municipal budgets for capital expenditures or opera- ~ ~ Ling services will increase 6y more than 5: per year as a result of this project. _ 'dill involve any ~ermanznt facility of a non-agricultural , use in an agricultural district or remove prime agricultural lands from cultivation. _ The project will replace ar eliminate existing facilities, strJCtures or areas of historic importance to the community. _ Development will induce an influx of a particular rge ;r.- group with special needs. _ Project will set an important precedent for future projects. _ Projec: will relocate 15 or more employees in one or rrore bUSine5525. Other impacts: _ NO 'YES 18. IS TY•-cRE PUSUC CONTROVERSY CANCERdiING THE PROJECT? O Examples That Vlould AFP1Y to Column Z _ Either government ar citizens of adjacent cormunities have expressed opposition or reject=-d the project er have not been contacted. Objections to the project from within the conmunity. IF A;1Y ACT IO?1 IN PART Z IS IDEIT IFIED AS A POTEiITIAI LARGE IMPACT OP. IF 'fW CA:'I:IOT OETER~IIiIE THE MAGtIITUUE OF It1PACT, PROCEED .0 PART 3. PORTIONS OF EAF C041?LETED fOR THIS PROJECT: QETERHL'lATION - - PART I ~ PART II _ PART 3 Uppn review of the information recorded on this EAF (Parts 1, 2 and 3) and considering both the magnitude and importance of each impact, it is reasonably determined that: PREPARE A NEf':ATIPE DECLARATIOtI A. The croject will result in no major impacts and, therefore, O is one which may pat cause significant damage to the envirpnment. ii. Althevgh the prpject could have a significant effect on the ' em:ir~nment, there sill not be a significant effect in this case PP,EPARE A ~NEfOlE OECIARATICN tecause the mitigation measures described in TART 3 have Deen incl::ced as part or the proposed prpject. C. The prpject mill result in one ar more ma+or adver<e impacts 7P,EPARE ?OSiTIVE UE•CL4Z1TIOti PROCEED WITH E that cannot he reduced and mzy cause significant damage to O the environment. ace signature of Responsible Official in Leae Agency Signature of Preparer if different from responsible officer) n nt or type nar..e of responsib a official _ in lead Agency . ~ it\- ~ i FFO P ~p~ T~~~' ~ D Sl't,~F' " O~ Cpl y`a Southold, N.Y. 11971 HENRY E. RAYNOR, Jr. , Chairman TELEPHONE JAMES WALL 765-1938 BENNETT ORLOWSKI, Jr. GEORGE RITCHIE LATHAM, Jr. WILLIAM F. MULLEN, Jr. May 3, 1983 Mr. Joseph Townsend, Jr., Councilman Highway Committee Southold Town Hall Southold, New York 11971 Re: Bay View Ventures, LTD. Dear Mr. Townsend: Would you please review the enclosed map and advise our Board if you approve the width variance for the roads that are proposed for this subdivision. Thank you for your attention in this matter. Very truly yours, HENRY E. RAYNOR, JR., CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Susan E. Long, Secretary Enc. cc: Councilman John Nickles FO P D~,. T~ D o~ol d~ ~~o~- Southold, N.Y. 11971 HENRY E. RAYNOR, Jr. , Chairman TELEPHONE JAMES WALL 765-1938 BENNETT ORLOWSKI, Jr. GEORGE RITCHIE LATHAM, Jr. WILLIAM F. MULLEN, Jr. May 3, 1983 Mr. Raymond C. Dean Superintendent of Highways Highway Department Peconic, New York 11958 Re: Bay View Ventures LTD. Dear Mr. Dean: Enclosed please find subdivision map of the above cap- tioned proposal. Would you please advise our Board if you approve of a width variance for the roads as indicated on the map. Thank you for your attention in this matter. Very truly yours, HENRY E. RAYNOR, JR., CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Susan E. Long, Secretary Enc. ~ i r EFO ~ ,~`o T D 001 ~ ~,~p~- Southold, N.Y. 11971 HENRY E. RAYNOR, Jr., Chairman TELEPHONE JAMES WALL 765-1938 BENNETT ORLOWSKI, Jr. GEORGE RITCHIE LATHAM, Jr. WILLIAM F. MULLEN, Jr. April 27, 1983 Charles Tyler, Chief Mattituck Fire Department Pike Street Mattituck, New York 11952 Re: Bay View Ventures, Ltd. Dear Mr. Tyler: Please note letter from Thomas E. Gill, Esq. with regard to Bay View Ventures, Ltd. This referral is slightly prema- ture as preliminary approval has not been given to this sub- division. It is customary that this form of request be forwarded to various town agencies through this office. Please direct all correspondence with regard to this pro- posal to this Board. I should also note that the letter should have been addressed to the Fire Commissioners as it is my understanding they make recommendations for our considera- tion. Thank you for your attention in this matter. Very truly yours, Henry E. Raynor, Jr., Chairman Southold Town Planning Board sel cc: Thaomas E. Gill, Esq. • •~Oo THOMAS E. GILL ATTORNEY A7 LAW qp R 2 2 RECD (516)283-8880 TELEX # 6852113 April 19, 1983 Ms. Alice C. Blackmore Long Island Cablevision 291 Old Country Road Riverhead, NY 11901 Re: Bay View Ventures, Ltd. Dear Ms. Blackmore: Please find enclosed proposed subdivision map with respect to the above referenced. It is my understanding that cable exists on New Suffolk Avenue directly adjacent to the subject premises. It is expected that utilities will be laid in approximately two to three months. Please advise whether or not Long Island Cablevision is interested in installing its service in this subdivision. Thank you. er /truly y rs, - T omas E. Gi 1 TEG/thr Enclosure cc: Anthony T. Conforti, Esq. John Strode, Esq. David Saland Southold Town Planning Board ~~cg~lz~ I~~ 7(1/_ U•.rm~n.? D~rr~ i] n Tn.~wcn 17/_Il Cox.-rt.rrrm•r... Alr mr Vnnv i ~n/n • Oo p ~ THOMAS E. GILL ATTORNEY AT LAW qp R ~ a REC'Q (516)283-8880 TELEX t! 6852113 April 19, 1983 Charles Tyler, Chief Mattituck Fire Department Pike Street Mattituck, NY 11952 Re: Bay View Ventures, Ltd. Dear Mr. Tyler: Please find enclosed proposed subdivision map with respect to the above referenced. Would you please indicate the location of firewells that will be necessary. Please take into consideration that the premises are totally surrounded on the east, west and south by Peconic Bay, Halls Creek and Deep Hole Creek. Thank you. Ve truly yours, ` i . ~ ~ homas E. Gill TEG/thr Enclosure cc: Anthony T. Conforti, Esq. John Strode, Esq. David Saland Southold Town Planning Board ~ ~~z 296 HAMPTON ROAD, P. O. DRAWER 1269, SOUTHAMPTON, NEW YORK 11968 ~ - ? • LEGAL NOTICE Notice of Hearing NOTICE IS HEREBY GIVEN that pursuant to Section 276 of the Town Law, public hearings will be held by the Southold Town Planning Board at the Town Hall, Main Road, Southold, New York, in said town on the 18th day of April 1983, on the question of the following: 7:30 p.m. Approval of the minor subdivision of John & Olivia Fellinger-Ihar located at Cutchogue, in the Town of Southold, County of Suffolk and State of New York and bounded and described as follows: BEGINNING at a monument set at the intersection of the south- easterly line of Duck Pond Road with the northwesterly line of the land now or formerly of Joseph and Peter Zuhoski and running thence from said point of beginning S. 400 25' 00" E. along the land now or formerly of John and Peter Zuhoski 535.64 feet; thence through the land of John and Olivia Fellinger-Ihar the following courses and distances: (1) S. 51° 00' 00" w. 166.40 feet; (2) N. 39° 00' 00" w. 64.47 feet; (3) S. 510 00' 00" w. 250.00 feet; Thence along the northeasterly and southeasterly lines of Duck Pond Road the following courses and distances: (1) N. 39° 00' 00" W. 340.55 feet; (2) N. 33° 04' 00" E. 423.74 feet to the point or place of BEGINNING. Containing 4 acres more or less. 7:45 p.m. Approval of the final map of the major subdivision to be known as Golden View Estates, located at Laurel, in the Town of Southold, County of Suffolk and State of New York and bounded and described as follows: BEGINNING at the northwest corner of a subdivision known as "Laurelwood Estates" filed in the Suffolk County Clerk's Office under file #5595; from said point of beginning running thence S. 31° 19' 27" E. 350.48 feet to land now or formerly of C,L. Rasweiler; running thence along land now or formerly of C. L. • • Rasweiler S. 50° 27' 48" W. 446.74 feet to a point; running thence along other land now or formerly of C. L. Rasweiler N. 32° 33' 40" W. 2,027.61 feet to the Long Island Railroad; running thence along land now or formerly of the Long Island Railroad N. 33° 42' 13" E. 490.69 feet to land now or formerly of Kenneth Leeds; running thence along land now or formerly of Leeds S. 37° 02' 12" E. 316.19 feet; thence N. 58° 44' 53" E. 129.07 feet; thence N. 49° 54' 23" E. 105.89 feet; thence N. 62° 48' 53" E. 75.24 feet; thence S. 9° 33' 07" E. 356.72 feet; thence S. 57° 35' 47" E. 213.31 feet; thence S. 76° 59' 07" E. 208.04 feet; thence S. 25° 34' 47" E. 138.58 feet; thence S. 44° 56' 47" E~ 173.73 feet; thence N. 46° 57' 23" E. 180 feet to land now or formerly of T. Diachun; running thence along land now or formerly of Diachun S. 36° 56' 07" 141.26 feet to subdivision of "Laurel Park"; running thence along land of "Laurel Fark" S. 29° 11' 07" E. 150.08 feet; running still along land of "Laurel Park" S. 31° 48' 17" E. 262.33 feet to a subdivision known as "Laurelwood Estates"; running thence along land of "Laarelwaod Estates" S. 56° 28' 43" W. 318.63 feet; running thence still along land of "Laurelwood Estates" S. 56° 17' 13" W. 305.56 feet to tYie point or place of BEGINNING. Containing 36.667 acres, more or less. 8:00 p.m. Approval of the preliminary map of the major subdivision to be known as Settler's at Oysterponds, located at Orient, in the Town of Southold, County of Suffolk and State of New York and bounded and described as follows: BEGINNING at the corner formed by the intersection of the Northerly side of Orchard Street with the Westerly side of Narrow River Road; RUNNING THENCE along the Northerly and Northeasterly sides of Orchard Street; (1) South 82 degrees 33 minutes 20 seconds west, 466.15 feet; (2) South 69 degrees 18 minutes 20 seconds West, 703-.67 feet; (3) North 41 degrees OS minutes 30 seconds West 1328.70 feet; and • (4) North 64 degrees 55 minutes 00 seconds 375.42 feet West to the corner formed by the intersection of the Northeasterly side of Orchard Road with the Southeasterly side of Platt Road; THENCE along the Southeasterly and Northeasterly sides of Platt Road; (1) North 54 degrees 04 minutes 40 seconds East 939.91 feet; and (2) North 37 degrees OS minutes 50 seconds West 402.51 feet; THENCE North 50 degrees 52 minutes 00 seconds East, along land now or formerly Russell Tabor Estate, 656.33 feet; THENCE along land now or formerly of R. W. Gillespie; (1) South 40 degrees 31 minutes 10 seconds East, 1461.53 feet; and (2) South 65 degrees 31 minutes 10 seconds East, 231.58 feet to the Northwesterly side of Narrow River Road; THENCE along the Northwesterly, Southwesterly and Westerly sides of Narrow River Road; (1) South 22 degrees 20 minutes 00 seconds West, 255.22 feet; (2) South 39 degrees 12 minutes 30 seconds East, 516.06 feet; and (3) South 15 degrees 44 minutes 40 seconds West, 306.78 feet to the corner and point or place of BEGINNING. Containing 67.652 acres. 8:15 p.m. Approval of the preliminary map of the major subdivision to be known as Bay View Ventures, Ltd., located at Mattituck in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the southerly side of New S:folk Avenue distant 110.00 feet easterly from the corne Formed by the intersection of: the. southerly side cf New S~_!olk Avenu ~ h the easterly side of Dr_ep i'o'~c Drive, said point. - being pie nog terly corner of land fo,,~erl} Frank Zaleski, ur formerly of ~~_:nt, F. and Helen J. Frerichs _ rim said point of beginning running ,r..'..'E along the southerly side %f New Suiiolk Avenue the followi~ wo cc yes and distances: (1) Nor t;. 83° 11' 30" East 946.98 feet; any-. (~i South 66° 36' 10" East 525.59 feet to the high •.~ater line of Hall's Creek; _ THENCE along the high water line of said Hall's Creek ~.n s general southerly direction, the following 13 courses and distan~•e~- (1) South 12° 57' S4" East 80.89 feet; (2) South 4° 41' 39" West 137.43 feet; (3) South 2° 18' S7" West 141.62 feet; (4) South 26° 39' S0" West )8.23 feet; (5) South 7° 12' 27" East 102.14 feet; (6) South 8° 21' SA" West 139.85 feet; (7) South 31° 14' 45" West 100.73 feet; (8) South :5° 25' 12" West 28.02 feet; (9) South 12° O5' 20" East 100.50 feet; (10) South 77° 08' S8" East 40.51 feet; (11) South 14° 56' 29" East 214.03 feet; (12) South 20° 58' 21" WeGt 51.85 feet; and (13) South 9° 45' S6" East 60.08 feet to land now or formerly of Fred G. and Rosemary S. Moritt; THENCE along said last mentioned land North 87° 07' 50" West 286.44 feet- . to a point at the easterly terminus of a certain 50 foot right-of-way, and the northeasterly corner of land now or formerly of Thomas H. and Audrey B. Witschi, formerly of H. Alvin Smith and Dorothy R. Smith; THENCE along said last mentioned land the following two courses and distances: (1) South 31° 07' 30" West 114.12 feet; and (2) South 62° 25' 10" West 119.14 feet to land now or formerly of Martin and Alma Suter; THENCE along said last mentioned land the following two courses and distances: (1) South 62° 25' 10" West 350.00 feet; and (2) South 27° 34' 50" East 768.00 feet to the high water line of Great Peconic Bay; THENCE along the high water line of Great Peconic Bay, Willis Creek ar° a dredged creek, in a general northwesterly direction, the following 7'! tie line courses and distances: (1) South 45° 44' 55" West 110.57 fens; (2) South 84°•20' 16" West 106.6-6 feet; (3) North 74° 09' 00" West 137.10 feet; (4) South 72° 04' S0" West 117.94 feet; (5) South 17° 30' 28" West 43.51 feet; (6) North 50° 12' 35" West 214.76 feet; (7) North 0° 47' 18" East 202.06 feet; (8) North 6° 28' 49" West 188.01 feet; ('st D?orth 2° 50' 06" East 85.03 feet; (10) North 19° 09' 16" East 82.57 feet; (11) North 8° 09' 00" West 98.08 feet; (12) North 20° 35' 04" We, 130.91 feet; (13) North 0° 32' S5" East 90.96 feet; (14) North 10° 34' 25" West 179.34 feet; (15) North 18° 45' 40" West 148.69 feet; (16) North 19° 37' 46" East 32.21 feet; (17) North 32° 41' 10" West 64.91 feet; (18) North 12° 00' 59" West 121.78 feet;- and (19) North 49° 43' 14" West 38.71 feet to land now or formerly of William A. and Judith Macomber; THENCE along said last mentioned land and along land now or formerly of Dlattituck House Movers, Inc. North 11° 54' S0" West 181.00 feet; THENCE still along land now or formerly of Mattituck House Movers, In~:- and along land now or formerly of Howard B. and Mary Larsen North 12° 40' S0" West 400.02 feet; THENCE still along land now or formerly of Howard B. and Mary Larsen -:nd along land now or formerly of Henry F. and Helen J. Frerichs North 13° 25' 40" West 276.98 feet to the southerly side of New Suffolk Avenue .ac the point or place of BEGINNING. Containing 49.140 acres more or less. ~ ? • Any person desiring to be heard on the above matter should appear at the time and place above specified. BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD HENRY E. RAYNOR, JR., CHAIRMAN PLEASE PUBLISH ONCE, APRIL 7, 1983 AND FORWARD FOUR AFFIDAVITS OF PUBLICATION TO THE SOUTHOLD TOWN PLANNING BOARD, MAIN ROAD, SOUTHOLD, NEW YORK 11971 - Copies mailed to the following April 1, 1983: The Suffolk Times The Long Island Traveler-Watchman John & Olivia Fellinger-Ihar Abigail Wickham, Esq. Charles Horowitz, applicant David Saland, agent Supervisor William R. Pell, III Apri17, 1983 ; The Suffolk Times Le 8~ NOt~C@$ along land of "Laurel Park" Avenue the following two BEGINNING. 9 5.31°98'17"E. 262.33 feet toa courses and distances: (1) Containing 49.140 acres subdivision known as North 83° 11' 30" East 946.98 more or less. LEGAL NOTICE "Laurelwood Estates' feet; and (2) South 66° 36' 10" Any person desiring to be Notice of Hearing running thence along land of East 525.59 feet to the high heard on the above matter ranmrer i BY "Laurelwood Estates" S. 56° water line of Hall's Creek; should appear at the time and GIVEN that pursuf'an ~ o~ 28' 43" W. 318.63 feet; running THENCE along the high place above specified. Section 276 of the Town Law, thence still along land of water line of said Hall's Creek BY ORDER OF THE public hearings will be held by "Laurelwood Estates" S. 56° in a general southerly SOUTHOLD TOWN the Southold Town Planning 17' 13" W. 305.56 feet to the direction, the fellowing 13 PLANNING BOARD Board at the Town Hall, Main point or place of courses and distances: (1) HENRY E. RAYNOR, JR., Road, Southold, New York, in BEGINNING. Containing South 12° 57' 59" East 80.89 CHAIRMAN said town on the 18th day of 36.667 acres, more or less. feet; (2) South 4° 41' 39" West 1TA7-4212 April 1983, on the question of 8:00 p.m. Approval of the 137.43 feet, (3) South 2° 18' S7° isnea at vac the following: preliminary map of the major West 141.62 feet; (4) South 26° 7:30 p.m. Approval of the subdivision to be known as 39' S0" West 78.23 feet; (5) ~h the annexed is a printed minor subdivision of John & Settler's at Oysterponds, South 7° 12' 27" East~102.14 Olivia Fellinger-Ihar located located at Orient, in the Town feet; (6) South 8° 21' S8" West aid Suffolk Weekly Times at Cutchogue, in the Town of of Southold, County of Suffolk 139.85 feet, (7) South 31° 14' Southold, County of Suffolk and State of New York and 45" West 100.73 feet; (9) South 1e Woks ' and State of New York and bounded and described as 85° 25'12" West 28.02 feet; (9) bounded and described as follows: South 12° OS' 20" East 100.50 follows: BEGINNING at the corner feet; (10) South 77° 06' 56" ~ • • .7th, , BEGINNING at a formed by the intersection of East 40.51 feet; (lll South 19° ~2~~ I, monument set at the the Northerly side of Orchard 56' 29" East 214.03 feet; (12) ~ 1\--' I intersection of the southeast- Street with the Westerly side South 20° 58' 21" West 51.85 ~ \ 4,~/ • ~ erly line of Duck Pond Road of Narrow River Road; feet; and (13) South 9° 45' 56" ,~r with the northwesterly line of RUNNING THENCE along East 60.08 feet to land now or 1 the land now or formerly of the Northerly and Northeast- formerly of Fred G. and ' ~ ~ Joseph and Peter Zuhoski and erly sides of Orchard Street; Rosemary S. Morin; $ 3 j running thence from said (1) South 82 degrees 33 THENCE along said last h point of beginning S. 40° 25' minutes 20 seconds West, mentioned land North 87° 0T J ~ 00" E. along the land now or 966.15 feet; 50" West 286.44 feet to a point • • • • • • ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' formerly of John and Peter (2) South 69 degrees 18 at the easterly terminus of a • • , • , , , , , , , Zuhoski 535.64 feet; thence minutes 20 seconds West, certain 50 foot right-of-way, ' ' ' ' ' ' ' ' ' ' ' • ' • ' ' through the land of John and 703.67 feet; and the northeasterly corner Olivia Fellinger-Ihar the (3) North 4i degrees 05 of land now or formerly of following courses and. minutes 30 seconds West Thomas H. and Audrey B. distances: 1328.70 feet; and Witschi, formerly of H. Alvin Dl ,,OI (1) S. 51° 00' 00" W. 166.40 (4) North 64 degrees 55 Smith and DorothyR.Smith; feet; minutes 00 seconds 375.42 feet THENCE along said last rata of New yu;4 (2) N. 39° 00' 00" W. 64.47 West to the corner formed by mentioned land the following u'felM County feet; the intersection of the two courses and distances: (1) uch 30, t9~.~ (3) S. 51° 00' 00" W. 250.00 Northeasterly side of Orchard .South 31°_ 0T. 30" West it4-~ feet; Road with the Southeasterly feet: and (2) South 62° 25' 10 Thence along the side of Platt Road; West 119.14 feet to land now or northeasterly and THENCE along the formerly of Martin and Alma southeasterly lines of Duck Southeasterly and Northeast- Suter; Pand Road the following erlysidesofPlattRoad; THENCE along said last courses and distances: (1) North 54 degrees 04 mentioned land the following (1) N. 39° 00' 00" W. 340.55 minutes 90 seconds East 939.91 two courses and distances: (ll feet; feet; and South 62° 25' 10" West 350.00 (2) N. 33° 04' 00" E. 423.74 (2) North 37 degrees 05 feet; and (2) South 27° 34' 50" feet to the point or place of minutes 50 seconds West East 768.00 feet to the high BEGINNING. 402.51 feet; water line of Great Peconic Containing 9 acres more or THENCE North 50 degrees Bay; less. 52 minutes 00 seconds East, THENCE along the high 7:45 p.m. Approval of the along land now or formerly water line of Great Peconic final map of the major Russell Tabor Estate, 656.33 Bay, Willis Creek and a subdivision to be known as feet; dredged creek,in a general Golden View Estates, located THENCE along land now or northwesterly direction, the at Laurel, in the Town of formerly of R. W. Gillespie; following 19 tie line courses Southold, County of Suffolk (1) South 40 degrees 31 and distances: (I) South 45° and State of New York and minutes 10 seconds East, 44' 55" West 110.57 feet; (2) bounded and described as 1461.53 feet; and ~ South 84° 20' 16" West 106.66 follows: (2) South 65 degrees 31 feet; (3) North 74° 09' 00" BEGINNING at the minutes 10 seconds East, West 137.10 feet; (4) South 72° northwest corner of a 231.58 feet to the Northwester- 04' 50" West 117.94 feet; (5) subdivision known as "Laurel- ly side of Narrow River Road; South 17° 30' 28" West 43.51 wood Estates" filed in the THENCE along the feet; (6) North 50° 12' 35" ' Suffolk County Clerk's Office Northwesterly, Southwester- West 214.76 feet; (7) North 0° under file 85595; from said ly and Westerly sides of 4T 18" East 202.06 feet; (8) j point of beginning running Narrow River Road; North 6° 28' 49" West 188.01 thence S. 31° 19' 27" E. 350.98 (1) South 22 degrees 20 feet; (9)~North 2° 50' O6" East feet to land now or formerly of minutes 00 seconds West, 85.03 feet; (10) North 19° 09' i C.L. Rasweiler; running 255.22 feet; 16"East 82.57 feet;(11)North thence along land now or (2) South 39 degrees 12 8° 09' 00" West 96.08 feet; (12) formerly of C.L. Rasweiler S. minutes 30 seconds East, North 20° 35' 09" West 130.91 50° 2T 48" W 996 74 feet to a 516.06 feet; and feet; (13) North 0° 32' 55" East point; running thence along (3) South 15 degrees 44 90.86 feet; (14) North 10° 34' other land now or formerly of minutes 40 seconds West, 25" West 179.39 feet; (15) C. L. Rasweiler N. 32° 33' 40" 306.78 feet to the corner and North 18° 45' 40" West 148.64 W. 2,027.61 feet to the Long point or place of feet; (16) North 19° 3T 46" Island Railroad; running BEGINNING. East 32.21 feet; (17) North 32° thence along land now or Containing 67.652 acres. 41'- 10" West 64.91 feet; (18) - formerly of the Long Island _ 8: 1„ o m Annrnval of ,hem Annrn.,at ~r she North 12° 00' 59" West 121.78 Railroad N. 33° 42' 13" E. pre immary map of the major feet; and (19) North 49° 43' 14" 490.69 feet to land now or subdivision to be known as West. 38.71 feet to land now or formerly of Kenneth Leeds; Bay View Ventures, Ltd., formerly of William A. and running thence along land now located at Mattituck in the Judith Macomber; or formerly of Leeds S. 37° 02' Town of Southold, County of THENCE along said last 12" E. 316.19 feet; thence N. Suffolk and State of New York, mentioned land and along land 58° 44' 53" E. 129.07 feet; bounded and described as now or formerly of Mattituck thence N. 49° 54' 23" E. 105.89 follows: House Movers, Inc. North li° feet; thence N. 62° 48' S3" E. BEGINNING at a point on 54' 50" West 181.OOfeet; 75.24 feet; thence S. 9° 33' 07" the southerly side of New THENCE still along land E. 356.72 feet; thence S. 57° 35' Suffolk Avenue distant 110.00 now or formerly of Mattituck 47" E. 213.31 feet; thence S. feet easterly from the corner House Movers, Inc. and along 76° 59' 07" E. 208.04 feet; formed by the intersection of land now or formerly of thence S. 25° 34' 47" E. 138.58 the southerly side of New Howard B. and Mary Larsen feet; thence S. 49° 56' 97" E. Suffolk Avenue with the North 12° 90' S0" West 900.02 173.73 feet; thence N. 46° 57' easterly side of Deep Hole feet; 23" E. 180 feet to land now or Drive, said point also being THENCE still along land formerly of T. Diachun; the northeasterly corner of now or formerly of Howard B. running thence along land now land formerly of Frank and Mary Larsen and along or formerly of Diachun S. 36° Zaleski, now or formerly of land now or formerly of Henry 56' 07" E. 141.26 feet to Henry F. and Helen J. F. and Helen J. Frerichs subdivision of "Laurel Park"; Frerichs and From said point North 13° 25' 40" West 276.98 running thence along land of of beginning running feet to the southerly side of "Laurel Park" S. 29° 11' 07" THENCE along the New Suffolk Avenue at the E. 150.08 feet; running still southerly side of New Suffolk point or place of Notice of Hearing NOTICE IS HEREBY GIV- EN that pursuant to Section COUNTY OF SUFFOLK ss: 276 of the Town Law, public STATE OF NEW YORK hearings will be held by the Southold Town Planning Board at the Town Halt, Main Road, Southold, New York, in Patricia Wood, bein du4~ ,says that she is the said town on the 18th day of 9 i sworn April 1983, on the question of Editor, of THE LONG ISLAND TRAVELER-WATCHMAN, the following: 7:30 p.m. Approval of the a public newspaper printed at Southold, in Suffolk County; minor subdivision of She fol- and that the notice of which the onnexed is a printed copy, lowing: Fellinger-Thar located at Cutchogue, in the Town of has been published in said Long Island Traveler-Watch- Southold, County of Suffolk man once each week for ......................................weeks and State of New York and bounded and described as successively, commencing on the ~ follows:: BEGINNING at a monument day w~ lq„ n 6--r_\~-~ set at the intersection of the southeasterly line of Duck Pond Road with the northwest- erly line of the land now or .formerly of Joseph and Peter Zuhoski and running thence from said point of beginning S. 40° 25' 00" E. along the land now or formerly of John and Sworn to before me this ? day of Peter Zuhoski 535.64 feet; thence through the land of G I g. S!'? John and Olivia Fellinger-char the following" rnurses and distances: (1) S. 51° 00' 00" W. 166.40 feet; / ~ ~ (2) N. 39° 00`.00" W. 64.47 ...............................~tc'..~.'.^................... feet; Notary Public (3) S. 51° 00' 00" W. 250.00 feet; CLEMENT J. ;kiC5~-1PSON Thence along the northeast- NOTl,RY F~;RtfC, Sta±~~ of New rork erly and southeasterly lines of ~ ~ u5 r L fv Duck Pond Road the following courses and distances: (1) N. 39° 00' 00" W. 340.55 feet; (2) N. 33° 04' 00" E. 423.74 feet to the point or place of BEGINNING. Containing 4 acres mote or less. 7:45 p.m. A~va( of the final map of thlt major subdi- vision to be known as Golden View Estates, located at Laur- el, in the Town of Southold, County of Suffolk and State of New York and bounded and described as follows: BEGINNING at the north- west corner of a subdivision known as "Laurelwood Es- tates" filed in the Suffolk County Clerk's Office under file #5595; from said point of beginning running thence S. 31° 19' 27" E. 350.48 feet to land now of formerly of C.L. Rasweiler; running thence along land now. or formerly of C.L. Rasweiler S. 50° 2T 48" W- 446.74 feet to a point; running thence along other land now or formerly of C.L. Rasweiler N. 32° 33' 40" W. 2,027.61 feet to the Long Island Railroad; running thence along land now or , formerly of the Long Island Railroad N. 33° 42' 13" E. 490.69 feet W land now or fptmerly of Kenneth Leeds; canning thence along land now at formerly of Leeds S. 37° 02' 12" E. 316.19 feet; thence N. 58° 44' S3" E. 129.07 feet; thence N. 49° 54' 23" E. - 105.89 feet; thence N. 62° 48' 53" E. 75.24 feet; thence S. 9° •H 33' 07" E. 356.72 feet; thence ~g '.9, S. 57° 35' 47" E. 213.31 feet; o; thence S. 76° 59' 07" E. td. 208.04 feet; thence S. 25° 34' to Q 47" E. 138.58 feet; thence S. q 44° 56' 47" E. 173.73 feet; ~ thence N. 46° 57' 23" E. 180 feet to land now or formerly of T. Diachun; running thence - along land now or formerly of \N Diachun S. 36° 56' 07" E. 141.26 feet to subdivision of "Laurel Park"; running ~ thence along land of "Laurel ~ Park" 5.29°11'07" E.t50.08 ~ feet; running still along land of ~ "Laurel Pazk" S. 31° 48' 17" E. 262.33 feet to a subdivision m~ known as "Laurelwood Es- tq fates"; running thence along land of "Laurelwood Estates" ~ S. 56° 28' 43" W. 318.63 feet; s~ running thence still along land PI of°"Laurelwood Estates" S. I 56 17' 13" W. 305.56 feet to the point or place of BEGIN- NING. Containing 36.667 ac- I res, more or less. J 8:00 p.m. Approval of the preliminary map of the major subdivision to be known as 4/"' E. 138.58 feet; thence S. 44° 56' 47" E. ]73.73 Feet; thence N. 46° 5T 23" E. 180 Feet to laad now or formerly of T. Diachun; running thence along land now or formerly of Diachun S. 36° 56' 07" E. 141.26 feet to subdivision of "Laurel Park"; running thence along land of "Laurel Park" 5.29°11'07" E. 150.08 feet; running still along land of "Laurel Park" S. 31° 48' 17" E. 262.33 feet to a subdivision known as "Laurelwood Es- tates"; running thence along land of '`Laurelwood Estates" S. 56° 28' 43" W. 318.63 feet-, running thence still along land of "Laurelwood Estates" S. 56° 17' 13" W, 305,56 feet to the point or p1acQ of BEGIN- NING. Containing 36.667 ac- res, more or less. 8:00 p.m. Approval of the preliminary map of the major subdivision to be known as Settler's at Oysterponds, lo- cated at Orient, in the Town of Southold, County of Suffolk and State of New York and bounded and described as follows: BEGINNING at the corner formed by the intersection of [he Northerly side of Orchard -Street with the Westerly side of Narrow River Road; RUN- NING THENCE along the Northerly and Northeasterly sides of Orchard Street; (1) South 82 degrees 33 minutes 20 seconds West, 466.15 feet; (2) South 69 degrees 18 minutes 20 seconds West, 703.67 feet; (3) North 41 degrees OS minutes 30 seconds West 1328.70 feet; and (4) North 64 degrees 55 ~ minutes 00 seconds 375.42 feet West to the corner formed by the intersection of the North- easterly side of Orchard Road with the Southeasterly side of Platt Road; THENCE along the Southeasterly and North- easterly sides of Platt Road; (1)North 54 degrees 04 minutes 40 seconds East 939.9E feet;' and (2) North 37 degrees OS minutes 50 seconds West 402.51 feet; THENCE North 50 degrees 52 minutes 00 seconds East, along land now or formerly Russell Tabor Estate, 656.33 feet; THENCE along land now or formerly of R.W. Gillespie; (p South 40 degrees 31 minutes 10 seconds East, 1461.53 feet; and (2) South 65 degrees 31 minutes 10 seconds East, 231.58 feet to the Not[hwest- etly side of Narrow Rivet Road; i THENCE along the North- , westerly, Southwesterly and Westerly sides of Narrow River Road; (1) South 22 degrees 20 minutes 00 seconds West, 255.22 feet; (2) South 39 degrees 12 ninutes 30 seconds East, 516.06 feet; and (3) South 15 degrees 44 minutes 40 seconds West, 306.78 feet to the corner and point or place of BEGINNING. Containing 67.652 acres, 8:15 p.m .Approval of the preliminary map of the major subdivision to be known as Bay View Ventures, Ltd., located at Mattituck in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the southerly side of New Suffolk Avenue distant 110.00 feet easterly from the corner formed by the interseMion of the southerly side of New Suffolk Avenue with the east- erly side of Deep Hole Drive, said point also being the north- easterly corner of land former- ly of Frank Zaleski, now or formerly of Henry F. and Helen J. Frerichs and from said point of beginning run- ning THENCE along the souther- ly side of New Suffolk Avenue the following two coucses and d:cranres: !i) North 83° 11' (3) South 15 degrees 44 minutes 40 seconds West, 306.78 feet to the corner and point or place of BEGINNING. Containing 67.652 acres. 8:15 p.m .Approval of the preliminary map of the major subdivision to be known as ' Bay View Ventures, Ltd., located at Mattituck in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the southerly side of New Suffolk Avenue distant 110.00 feet easterly from the corner formed by the intersection of the southerly side of New Suffolk Avenue with the east- erly side of Deep Hole Dcive, said point also being the north- easterly cornet of Land former- ly of Frank Zaleski, now or formerly of Henry F. and Helen J. Frecichs and from said point of beginning run- ning THENCE along the souther- ly side of New Suffolk Avenue the following two courses and distances: (1) North 83° 11' 30" East 946.98 feet; and (2) Soutfi 66° 36' 30" East 525.59 feet to the high water line of Hall's Creek; THENCE along the high water line of said Hall's Creek in a general southerly direc- tion, the following 13 courses and distances: (1) South 12° 5T 54" East 80.89 feet; (2) South 4° 41' 39" West 137.43 feet; (3) South 2° 18' S7" West 141.62 feet; (4) South 26° 39' 50" West 78.23 feet; (5) South 7° 12' 27" East 102.14 feet; (6) South 8° 21' S8" West 139.85 feet; (7) South 31° 14' 45" ~ West 100.73 feet; (8) South 85° 25' 12" West 28.02 feet; (9) South 12° OS' 20" East 100.50 feet; (10) South 77° OS' 58" East 40.51 feet; (11) South 14° 56' 29" East 214.03 feet; (12) South 20° 58' 21" West 51,85 feet; and (13) South 9° 45' S6" East 60.08 feet to land now or formerly of Fred G. and Rosemary S. Montt; THENCE along said last mentioned land North 87° 0T 50" West 286.44 feet to a point at the easterly terminus of a certain 50 foot right-of-way, and the northeasterly corner of land now or formerly of Thomas H. and Audrey B. Witschi, formerly of H. Alvin Smith and Dorothy R. Smith; THENCE along said land mentioned land the following two courses and distances: (1) South 31° 0T 30" West 114.12 feet; and (2) South 62° 25' 10" West 119.14 feet to land now or formerly of Martin and Atma Suter; THENCE along said last mentioned land the following two courses and distances: (1) South 62° 25' 10" West 350.00 feet; and (2) South 27° 34' S0" East 768.00 feet to the high water line of Great Peconic BaY; THENCE along the high water line of Great Peconic Bay, Willis Creek and a dredged creek, in a general northwesterly direction, the following 19 tie line wurses and distances: (1) South 45° 44' S5" West 110.57 feet; (2) South 84° 20' 16" West 106.66 feet; (3) North 74° 09' 00" West 137.10 feet; (4) South 72° 04' S0" West 117.94 feet; (5) South 17° 30' 28" West .43.51 feet; (6) North 50° 12' 35" West 214.76 feet; (7) North 0° 47' 18" East 202.06 '"-feet; (8) North 6° 28" 49" West 188.01 feet; (9) North 2° SO' 06" East 85.03 feet; (10) North 19° 09' 16" East 82.57 feet; (11) North 8° 09' 00" West 98.08 feet; (12) North 20° 35' 04" WeBt 130.91 feet; (13) North 0° 32' S5" East 90.96 feet; (14) North 10° 34' 25" West 179.34 feet;. (15) Narth 18° 45' 40" West 148.64 feet; t16) North 19° 3T 46" East 32.21 feet; (17) North 32° 41' 10" West 64.91 feet; (18) North 12° 00' S9" West 121.78 feet; and (19) North 49° A3' 14" West 38.71 feet to land now or formerly of William A mentioned land North 87° 07' SO" West 286.44 feet to a point at the easterly terminus of a cettain 50 foot tight-of-way, and the northeasterly corner of land now or formerly of Thomas H. and Audrey B. , Witschi, formerly of H. Alvin Smith and Dorothy R. Smith; THENCE along said land mentioned land the following two courses and distances: (1) South 3l° 0T 30" West 114.12 feet; and (2) South 62° 25' 10" West 119.14 feet to land now or formerly of Martin and Alma Suter; THENCE along said last mentioned land the following two courses and distances: (1) South 62° 25' 10" West 350.00 feet; and (2) South 27° 34' S0" East 768.00 feet to the high water line of Great Peconie say: THENCE along the high water lice of Great Peeonic Bay, Willis Creek and a dredged creek, in a genera] northwesterly direction, the following 19 tie line courses and distances. (1) South 45° 44' SS" West 110.57 feM; (2) South 84° 20' 16" West 106.6b feet; (3) North 74° 09' 00" West 137.10 feet; (4) South 72° 04' S0" WesC 1]7.94 feet; (5) South 17° 30' 28" West .43.51 feet; (6) North 50° 12' 35" West 214.76 feet; (7) North 0° 4T 18" East 202.06 feet; (8) Notth 6° 28' 49" West 188.01 feet; (9) North 2° 50' 06" East 85.03 feet; (10) North 19° 09' 16" East 82.57 feet; (lll North 8° 09' 00" West 98.08 feet; p2) North 20° 35' 04" West 130.91 feet; (13) North 0° 32' SS" East 90.46 • feet; (14) North 10° 34' 25" West 174.34.feet; (15) North 18` H5' 40" West 148.64 feet; (16) North 19° 3T 46" East 32.21 feet; (17) North 32° 41' 10" West 64.91 feet; (18) Notth 12° 00' S9" West 121.78 feet; aad (19} North 49° 43' 14" West 38.71 feet to land now or formerly of William A and Judith Macomber; THENCE along said last mentioned land and along rand now or formerly of Mattituck I House Movers, Inc. North 11° 54' S0" West 181.00 feet; THENCE still along land now or formerly of Mattituck House Movers, Inc. and along land now or formerly of Howard B and Mary Larsen North 12° 40' S0" West 400.02 feet; (HENCE still along land now or formerly of Howard B. and Mary Larsen and along land now or formerly of Henry ' F. and Helen J. Frerichs North 13° 25' 40" West 276.98 feet to the southerly side of New Suffolk Avenue at the point or place of BEGINNING. Containing 49.140 acres more or less. Any person desicing to be heard on the above matter should appear at the time and place above specified. BY ORDER OF THE SOUTHOLD TOW N PLANNING BOARD HENRY E. RAYNOR, JR., CHAIRMAN 1T-4!7!83(23) ~ i ~`,FFO P " h~'1~NI Q~ T ~ D F" O ~ ~ Southold, N.Y. 11971 HENRY E. RAYNOR, Jc, Chairman TELEPHONE JAMES WALL 765 1938 BENNETT ORLOWSKI, Jr. GEORGE RITCHIE LATHAM, Jr. WILLIAM F. MULLEN, Jr. March 31, 1983 Mr. Robert W. Tasker Town Attorney 425 Main Street Greenport, New York 11944 Dear Bob: Pursuant to our telephone conversation this morning, I have instructed our Secretary, Mrs. Long, to as expeditiously as possible put on for preliminary hearing the following: Bay- view Ventures Ltd. and Settler's at Oysterponds. As you have indicated, even though. the subdivisions do not have approval under the Department of Health Services, Article 6, they still should be processed as soon as possible. Thank you for your opinion in this matter. Very truly yours, Henry E. Raynor, Jr „ Chairman Southold Town Planning Board sel cc: Planning Board Members COUfVTY OF SUFFOLK c°"%~ h ' ~ rJ 1 1 RECD t: J I - %r" y~~,s PETER F. COHALAN SUFFOLK COUNTY E%EGUTIVE DEPARTMENT OF HEALTH SERVICES DAVID HARRIS, M.D.. M.P.H. COMMISSIONER January 12, 1983 ~ Mr. Thomas E. Gill Attorney at Law P. 0. Drawer 126S Southampton, New York 11968-0269 Re: Proposed Subdivision of Bay View Ventures Ltd., (T) Southold Dear Mr. Gill: The above referenced application to subdivide or develop property has been rejected by the Environmental Services office because it does not appear to conform with the standards of this department (Article 6, Section 606, Paragraph l.d.). A review of this case has been scheduled at the County Center building, Riverhead, in the Suffolk County Department of Health Services Conference Room, 2nd floor, North Wing, on January 28, 1983, at 2:00 p.m. You and interested parties are requested to appear, with or without counsel, and you may produce any information or evidence concerning the above refer- enced property. ~ Very truly yours, 'i Aldo Andreoli, P.E. J Chairman Board of Review AA:cah cc: Mr. James L. Corbin Mr. Paul J. Ponturo Mr. Royal R. Reynolds Mr. Anthony T. Conforti, Esq. Mr. Charles G. Lind / Southold Town Planning Board COUNTY CENTER (516) 548-3317 RIVERMEA D. N. Y. 11901 c~~~",~{Ig3 I COUNTY OF SUFFOLK - h A ~ ~~'i FEB 2 RECD PETER F. COHALAN SUFFOLK COUNTY E%ECUTIVE DEPARTMENT OF HEALTH SERVICES DAVID HARRIS, M.D., M.P.H. COMMISSIONER Janucvu~ 28, 1983 M7. Thamas E. G.%Q.Q A,ttonney at Law P. C. Dr~cv~r. 1269 Sowthampton, New Yanfz 1196k-0269 Re: Pnaposed Subdiv.i~s.ian a~ Bay View Ventwce,~ Ltd. , IT) Southo.~d Veeur. Mn. G.t.P..e: The above ne~eh.eneed app.Ciea,Lion ~a aubdiv.%de on deve.Qap paopenty had been nefeeted by the Env.tlconmenta.2 Se~cviee~s a~s.ice because -it doers not appecvc zo eonba~un w.i ~h .the ~s.tanda~ ob Zlws Depcrnbnev~t (Antic.Ye 6, Seeti.an 606, . Pa~cag~raph 1. d.) . A newiew o5 ~h,%s cabe has been neeehedu.2ed at .the County Cerlte~c bu,%?di.ng, R.ivehhead, .i.n the sub4a2h CouvLty Depa~,tment ab Hea2th Senv.ieeb Canbenenee Room, 2nd 52avn, North Wing, an Peb~ccccvcy 25, 1983, a~ 11:00 a.m. You and .inte~ces~ted pcv:.ti.e~s cute KequeA~ed ~to appecve, with. on w.ithou~ eaunseQ, and you may produce any .inba~uncrti,an on evidence eance.~u~.i.ng .the above nebe~c- eneed aubdiv.i~s.ion. Ven.y ~icu-Cci yawns, - AQda Andneo P.i., P.E. Chaihman $oa~cd og Rev.iew AA:cah cc: Mn. Jamey L. Canb.i,n Mh. Wi.Q,Ci,cun C. Robentd Mn. Roya.i R. Reyna2da Mh. PauR J. Pantwco Mn. Anthony T. Cansonti., Esq. Mn. Chah.2es G. L,i.nd Sauthokd 7oun1 P2ann.ing Bacurd ? COUNTY CENTER ~ (516) 548-3317 RIV ERHEAD. N. V. 1 1801 `Z` 3`~3 P,~ANNINC~BOARD fit ~ h TOWN OF. SOUTH_OI,D SII~FO~K Cq~IVTY n' i~ ''~v'fi Southold, N.Y. 1 1971 HENRY E. RAYNOR, Jr. , Ciminnon TELEPHONE JAMES WALL 765-1938 BENNETT ORLOWSKI, Jr. GEORGE RITCHIE LATHAM, Jr. WILLIAM F. MULLEN, Jr. December 15, 1982 Mr. David Saland Saland Realty Inc. Main Road Jamesport, New York 11947 Re: Bayview Ventures Ltd. Dear Mr. Saland: The following resolution was passed by the Southold Town Planning Board, Monday, December 13, 1982. RESOLVED that the Southold Town Planning Board accept the Suffolk County Soil and Water Conservation's report, dated November 15, 1982, for the proposed development o Bayview Ventures, Ltd and compliance with said report for the development o the property in question. A copy of this report is enclosed for your review. If you wish to review the map in which specific areas have been outlined, please feel free to visit our office. ' Very truly yours, 1 HENRY E. RAYNOR, JR., CHAIRMAN ~ SOUTHOLD TOWN PLANNING BOARD ,i ,i 'I'I By Susan E. Long, Secretary Enc. 1 1 COUNTY OF SUFFOLK N V 2 ~ R' 0 EC D PETER F. COHALAN SUFFOLK COUNTY E%ECUTI V E DEPARTMENT OF HEALTH SERVICES DAVID HARRIS. M.D.. M.P.H: COMMISSIONER November 19, 1982 1 Young and Young 400 Ostrander Avenue Riverhead, New York 11901 Re. Proposed Subdivision of Bay View Ventures Ltd., (T) Southold i Gentlemen: The above referenced application to subdivide or develop property has been received and reviewed. This application is not being processed for approval as submitted because it does not a ear to me t th e e standards of this De artmen PP p t. Article 6,~Section 606, Paragraph l.d. - A community water system method of water Supply is required when groundwaters in the area are non-potable or potentially hazardous. If this matter cannot be resolved, we would like to bring to your attention that there is an appeal procedure whereby an applicant may request a variance from these stand- ards. In order to apply fora variance, it is necessary to write to Board of Review Suffolk County Department of Health Services ~I, County Center Riverhead, New York 11901 ATTENTION: Miss Carol A. Hunsinger stating the reason why such a variance should be granted. Requests for variances will be scheduled for a hearing as soon as possible before the Department's Board of Review, whereby an applicant can present his justification for a variance. Very truly yours, \ / ~ _i Royal R. Reynolds, P.E. Public Health Engineer Bureau of Environmental Services RRR:cah cc• Southold Town Planning Board CAUNTY CENTER • ~ (516) 548-3318 ' RIV ERHEM p. N.Y..Q11901 /.,p ! ~~CY~'ll7i /,O Z/ ~~c~~F r ~C~"~O o ~ ~ COUNCILMEN ~ John J. Nickles TELEPHONE Lawrence Murdock, Jr. (516)765-1891 Francis J. Murphy C O U N C I L M E N Joseph L. Townsend, Jr. TOWN OF SOUTHOLD N 0 V 1 ? RECD Raymond W. Edwazds, Jr. Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 November 9, 1982 .Henry R. Raynor, Jr., Chairman Southold Town Planning Board Town Ha11, Main Road Southold, New York 11971 Re: "Bayview Ventures Limited" Dear Henry: I have discussed the subdivision map for the above corporation with Highway Superintendent Dean. He has told me that he has planned a meeting with Alden Young the project engineer and will be contacting you with his recommendations. If you have any questions that cannot be resolved, please contact me at any time. S' cerely, Joseph L. Townsend, Jr Chairman Southold Town Board Highway Committee JLT/bn G cG11 P ~~iNIN~f~' . D ~ ~ T ~Y~Y O O ~Op D f~~'0,0~ T+`Y Southold, N.Y. 11971 HENRY E. RAYNOR, Jr., Chairman TELEPHONE JAMES WALL - 765-1938 BENNETT ORIAWSKI, Jr. GEORGE RITCHIE LATHAM, Ir. WILLIAM F. MULLEN, Jr. October 27, 1982 Mr. Joseph Townsend, Chairman Southold Town Highway Committee Southold Town Hall ~ Southold, New York 11971 Re: Bay View Ventures LTD Dear Mr. Townsend: Enclosed please find proposed subdivision map of Bay View Ventures, LTD for your inspection as to the waiver on highway specifications. Please advise if all is in order and we will pro- ceed accordingly. Thank you for your cooperation. Very truly yours, Henry E. Raynor, Jr., Chairman Southold Town Planning Board sel cc: John Nickles ~EFD(Ir,, LAL~I I D ~ T O $O HO D LJ,~ O Y p~' Southold, N.Y. 11971 HENRY E. RAYNOR, Jr., Chairman TELEPHONE JAMBS WALL 765-1938 BENNETT ORLOWSKI, ]r. GEORGE RITCHIE LATHAM, ]r. WILLIAM F. MULLEN, Jr. October 27, 1982 Mr. Stanley A. Pauzer Soil and Water Conservation 127 East Main Street i Riverhead, New York 11901 Re: Bay View Ventures LTD Dear Mr. Pauzer: Enclosed please find proposed subdivision map for Bay View Ventures, LTD to be located at Mattituck. Your expertise and input with regard to this proposed sub- division in the areas of potential water problems, soil perculation and wetlands designation would be greatly appreciated. We will await your input with regard to this proposal prior to further action by this board. I Thank you for your consideration. Very truly yours, HENRY E. RAYNOR, JR., CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Susan E. Long, Secretary Enc. COUNTY OF SUFFOLK a e~ PETER F. COHALAN SUFFOLK COUNTY E%EC UTIVE DEPARTMENT OF PLANNING LEE E. KOPPELMAN f DIRECTOR OF PLANNING O~'~ RE.~~ October 26, 1982 Mr. Henry E. Raynor, Jr., Chairman Town of Southold Planning Board Main Road Southold, N.Y. 11971 Re: Preliminary Map of Bay View Ventures Ltd. Southerly side of New Suffolk Avenue 110' easterly from Deep Hole Drive, Mattituck. Dear Mr. Raynor: In accordance with our request the staff has examined the proposed subdivi- ' sion layout for a 49.140- acre tract reputedly owned by Mattituck Harbor Associates and Bay View Ventures Ltd. and offer the following comments on the map for your use. Generally, the layout appears to be satisfactory; however, there are some elements of the design that need to be resolved. Resolution of these design elements may necessitate changes in the layout. We have noted that a setback of 75 feet from the edge of the wetlands and the shoreline of Deep Hole Creek, where there is a section of the shore without wetlands, has been indicated on the map. While such a setback may be acceptable to the State of New York it is not acceptable to the Suffolk County Planning Commission who re- quires a 100 foot setback. This setback not only applies to major structures, it also applies to the location of sanitary disposal facilities as well. Along the westerly boundary of this tract is a Swale that is part of a watershed that has its origin to the north of New Suffolk Avenue. We believe there is a drain- age pipe under the town road that allows runoff from the Swale on the northerly side of the road to flow into the Swale on the south side of the road. It also appears that runoff from the town road also discharges into this Swale. Before the subdivi- sion is approved this drainage condition should be resolved. Road "A" should intersect New Suffolk Avenue at a right angle. This is a more aesthetic arrangement and aids traffic flaw as well. Note the location of the existing road pavement relative to the road line in the vicinity of proposed Lot 33. Soon the pavement will be encroaching onto private property. Therefore, the road line should be modified in this location by a large radius curve. ~,'~~'~ola9 VETERANS MEMORIAL MIGMWAV MAUPPAUGE. L.I., NEW VORN 11]66 (316) 360-5192 _ _ Mr. Henry E. Raynor, Jr. - 2 - October 26, 1982 We see no need for the right-of-way that crosses Lots 18 and 21 as the ad- joining properties will have access to the paved subdivision roads. Therefore, the right-of-way should be extinguished. At Road "C" opposite Lot 13 there is a small parcel of land between the road and the adjoining property. Will this parcel be included as part of the road? There was no indication as to the capacity of the shallow drainage areas. We are particularly concerned with the one in the vicinity of Lot 5 as we do not want any overflow from a heavy storm into the dredged creek. Staff comments on a preliminary map do not constitute a review of the map by the Suffolk County Planning Commission. When the map has been finalized it should be referred to the Commission for review pursuant to Section 1333.of the Suffolk County Charter. Veryrtruly yours, Gltarr~o~C.,Cind Charles G. Lind, Chief Planner Subdivision Review Section File: 1333-SR-82-54 CGL:jk Encl.: Maps r'. PL AlY'VI1~'G'SO'ARD Y~ TOE'--N OF SOUTH.QLD N ~ StiFFOLK ~~COU-NTY '~ri,~fl Southold, N.Y. 11971 HENRY E. RAS'\OR..ir.. Chairman TELEPHONE 765 - 193A ' October 5, 1982 7AS1E5 WALL RENNF.TT ORLOieSFI. Sr. GEORGE RITCHIE LATHAM..ir. ' William F. Mullen, Jr. Subdivision Review Section Suffolk County Department of Planning H. Lee Dennison Executive Office Building - 12th Flr. Veterans Memorial Highway Hauppauge, New York 11787 Gentlemen: ~ We are hereby submitting the preliminary subdivision map of BaY View Ventures, Ltd located in Ma_ttituck to you for your comments. This proposed subdivision when in proposed final plat stage will be referred to the Suffolk County Planning Commission pursuant to Sec- tion 1333, Article XIII of the Suffolk County Charter. We, therefore, acknowledge that the comments made by the staff of the Planning De- partment on the preliminary subdivision map are advisory only and do not constitute a review by the Suffolk County Planning Commission nor are comments made by the staff binding upon the Commission in its re- view of this proposed subdivision. Tax Parcel Identifier Number: 1000 115 17 017 Materials submitted: Preliminary Map (3 copies) X Topographic Map (1 copy) X ; Drainage Plan (1 copy) X Street Profiles (1 copy) X ; Proposed Grading Plan (1 copy) X Other materials (specify and give number of copies) One copv of the Drainage Calculations and one copy of Proposed Road and Waterway System. Comments: It is noted in the Planning Board minutes, the developers plan to keep the roads private, and have requested waiver in road width. Very truly yours, Henry E. Raynor, Jr., Chairman _ TO. ~O S U, D SC~~'FO `Kw~Q T Southold, N.Y. 11971 HENRY E. RAYNOR, Jr., Chairman TELEPHONE JAMES WALL 765-1938 BENN ETT ORLOWSKI, Jr. GEORGE RITCf11E LATHAM1I, Jr. WILLIAM F. MULLEN, Jr. August 31, 1982 Mr. David Saland Saland Realty Main Road Jamesport, New York 11947 Re: Bayview Ventures Ltd. Dear Mr. Saland: Please let this confirm your meeting with the Planning Board, Monday, August 30, 1982. The Planning Board has requested the following information to be sub- mitted to this office: 1. A written request regarding a waiver on the width of roads within this subdivision and 12 copies of the revised maps designating road names; this information will be forwarded to the Superintendent of Highways and the Highway Committee for their review. 2. A copy of Mr. Howard Young's capacity report for our files; this will be forwarded to the Town Engineer for his review, along with a copy of the proposal. 3. A full disclosure statement listing all parties that have a financial interest in this proposal. 4. A copy of the test borings results when they have been completed. Because there was no objection stated by those in attendance, we will contact the Department of Soil and Water Conservation with regard to the perculation of soil and the sand swales. Mr. David Said pg. (2) ~ August 31, 1982 At such time as we are in receipt of the above, referrals will be made to the proper parties by this office. We will notify you when this matter is placed on the agenda for Planning Board review, at which time we will advise you of our determination regarding com- pletion of the impact Statement. If you have any questions, please don't hesitate to contact this office. Very truly yours, HENRY E. RAYNOR, JR., CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Susan E. Long, Secretary • i YOUNG 4b YOUNG aoo OSTRANDER a~VENUE RIVERHEr1D, NEW YORK 11x01 616-7E7-E309 ALDEN W. YOUNG HOW~4RD W. YOUNG Pcofeeeional Engimec W Land Suowyoc land SuNayoc SEP 1 RECD August 31, 1982 Planning Board Town of Southold Southold, New York 119'71 Attention: Susan Long Re: Subdivision"Bay View Ventures Ltd." Mattituck, New York Dear Susan: As requested by the Planning Board at the meeting, held .August 30, 1982, I am enclosing herewith our Drainage / Calculations for the above captioned subdivision for your use. Ve~ry~ truly y//ours, )e~'tu~'tYC-.ems ~ Howard W. Young HWY:kbf enc. cc: Anthony Cr3nforti, Esq. ~ ~ • vCharles R. Scheer Jr. P. 0. Box 263 Laurel, New York 11948 June 20, 1982 Bayview Venture Ltd. East Main Street Riverhead, New York 11901 Dear-Sirs: As requested by Mr. H. Young, I visited your Bayview Venture property on New Suffolk Ave, on June 10, 1982.. I inspected the two lines of maples on the property and have the following recommendations in view of the species, age and condition of the trees. 1.} Any change in the present location of the road way would be detrimental to the trees due to their shallow roots and that it is most likely there are few if any feeder roots under the present roadway. 2.) The road should not exceed 26' in width but can be elevated $-10" if necessary. Tree wells would be necessary on the roadside Where the pavement comes within 10-12" of the tree trunk. 3.) As most of the feeder roots are on the two present non- roadaides of the trees, I would recommend: a.) as little as possible soil movement within 20' of the trunks on these aides b.) arty pavement in this area would be ill-advised, this area should be left in grass and shrubs to insure healthy roots. ! . ~ v Bayview page 2. c.) fertilization of the trees with an all chemical fertilizer in the late fall (after leaf fall) at 1-2 lbs. actual nitrogen 1000 sq. ft. 4.) 2 also have examined the proposed road and waterway cross-section dated 6/1/82 by Young & Young (copy enclosed) and am in agreement with Mr. Young's proposal outlined there in, p Yours truly, Cha lea F. Jr. , APPLICATION FOR APPROVAL OF PLAT To the Planning Board of the Town of Southold The undersigned applicant hereby applies for (tentative) (final) approval of a subdivision plat in accordance with Article 16 of the Town Law and the Rules and Regulations of the Southold Town Planning Board, and represents and states as follows: one of 1. The applicant is/the ownersof record of the ]and under application. (If the applicant is not the owner of recor of the land under application, the applicant shall state his interest in said land under application.) 2. The name of the subdivision is to be HARBOR COVE FARMS 3. The entire land under application is described in Schedule "A" hereto annexed. (Copy of deed suggested.) 4. The land is held by the applicant under deeds recorded in Suffolk County Clerk's office as follows Liber 9158 Page .,355...........,.... On March 23, 1982 Liber Page On Liber Page On Liber Page On Liber Page On as devised under the Last Will and Testament of or as distributee 5. The area of the land is 49 acres. 6. All taxes which are liens on the land at the date hereof have been paid 2f~FXptx........... . 7. The land is encumbered by one mortgage (s) as follows: (a) Mortgage recordedin Liber .9924........ Page 356............in original amount of 50Q, 000, Q0, unpaid amount $ 500,, 000.00... , , . , . _ , held by Mia?'t??t, sue. dtex', & ,others address ....See annexed copy of mortgage (b) Mortgage recorded in Liber Page in original amount of unpaid amount held by address . ~ ~ i (c) Mortgage recorded in Liber Page in original amount of unpaid amount held by address 8. There are no other encumbrances or liens against the land x~samedt 9. The land lies in the following zoning use districts . 10. No part of the land lies under water whether tide water, stream, pond water or otherwise,7?8s@c 11. The applicant shall at his expense install all required public improvements. 12. The land (d~X) (does not) lie in a Water District or Water Supply District. Name of Dis- trict, if within a District, is 3 13. V~aicr-amp-,o-i::~~~g a$~~aj (ae}~-krerg~--:,,~-in~ta~li~tg-~ei~-tea-ier~ 14. Electric lines and standards will be installed by . u?nq Island Lighting Cat~an~ and (a) charge will be made for installing said lines. 15. £~s~s-mains-~i~}~esnslg~le&4ry- . and--~&~-'~ f36~--e~ST~e~tlpi~-~r'a*avr-icir-rrr~cnii*ng~-sei~-ttlei~rs. 16. If streets shown on the plat are claimed by the applicant to be existing public streets in the Suffolk County Highway system, annex Schedule "B" hereto, to show same. 17. If streets shown on the plat are claimed by the applicant to be existing public streets in the Town of Southold Highway system, annex Schedule "C" hereto to show same. 18. There are no existing buildings or structures on the land which are not located and shown on the plat. 19. Where the plat shows proposed streets ~v hich are extensions of streets on adjoining sub- division maps heretofore filed, there are no reserve strips at the end of the streets on said existing maps at their conjunctions with the proposed streets. 20. In the course of these proceedings, the applicant will offer proof of title as required by Sec. 335 of the Real Property Law. 21. Submit a copy of proposed deed for lots showing all restrictions, covenants, etc. Annex Schedule "D". • 22. The applicant estimates that the cost of grading and required public improvements will be $,7,63.9,6,Q . as itemized in Schedule "E" hereto annexed and requests that the maturity of the Performance Bond be fixed at ,five , , , years. The Performance Bond will be written by a licensed surety company unless otherwise shown on Schedule "F". DATE ..August 20 1982.. EW VENTURE'S.,. LTD................... . ( me f Applicant) (SiQ ature and Title) ice-President & Treasurer 29 Hampton Road thampton, New York 11968 (Address) STATE OF NEW YORK, COUNTY OF ss: On the day of............................., 14......, before me personally came • . • • • • • • : • • • • • • • to me known to be the individual described in and who executed the foregoing instrument, and acknowledged that executed the same. Notary Public STATE OF NEW YORK, COUNTY OF .....S~b~ ss: On the day of ..Aug!?St....., 19.82..., before me personally came THOhII1S E. GSLS . to me known, who being by me duly sworn did de- pose and' say that resides at No. ,60 Winctnill Lane, Southampton, New York ...........................that is the Vice-President the corporation described in and which executed the foregoing instrument; that ..he......, knows the seal of said corporation; that the seal affixed by order of the board of directors of said corporation. :md that . kle........ signed ~ilS...... name theret like ord i o ry Pu c Notary Puhlic Stet ~RNawEYork Dual. Sattolk fa. - No. 3g9ggSp,.,~ Comm. ExPlres March 30, 19., SCHEDULE E 1. Land clearing - 1400' at 0.90 $ 1,260.00 2. Excavating, subgrade & final grade 10,000 yds at 250 25,000.00 3. Paving - 11,200 yds at 4.00 44,800.00 4. Drainage pipe - 1895 at 16.00 30,320.00 5. Shallow drainage areas - 3400 yds at 2.00 6,800.00 6. Catchbasin - leaching pools - 128 if at 100 12,800.00 7. Manholes - 20 if at 120 2,400.00 8. Top soil and seeding - 15,000 yds at 1.50 22,500.00 9. Street trees and plantings l.s. 2,000.00 10. Street signs 12 at 90. 1,080.00 11. Utilities - 43,000 less refund 28,000 15,000.00 $163,960.00 _ _ - ~ •EALT`( SC~01~1151011 nY VIEW VEMC)RE LTD PFNDIX B NAME OF FROJECT . SHORT ENVIRONMENTAL ASSESSMENT FORM ~ /LD,~2 INSTRUCTIONS: (a) In order to answer the questions in this short EAB is is :med that the preparer will use ccrrertl.y available information concerning the prc t and the likely impacts of the action. It is not expected that additional st:s:es, research or other investigations,wi.7.1 be undertaken. (b) If any question has been answered Yes the project may be significant and a completed Environmental Assessment Form is necessary. (c) If all questions have been answered No it is likely that this project is not significant. (d) Environmental Assessment 1. Will project result in a large physical change to the project site or physically alter more than 10 acres of land? Yes X No 2. Will there be a major change to any unique or unusual land form fo,uid on the site? Yes X No 3. Will project alter or have a large effect on ' an existing body of water? Yea ~ No 4. Will project have a potentially large impacb on groundwater quality? Yea ~ No ' 5. Will project significantly effect drainage flow on adjacent sites? Yes ~ No 6. Will project affect any threatened or endangered plant or animal species? Yes K No 7. Will project result in a major adverse effect on air quality? ~ Yes X No Will project have a major effect on visual char acter of the community or scenic views or vistas known to be important to the community? Yes K No 9. Will project adversely impact any site or struct- " ure of historic, pre-historic, or paleontological importance or any site designated as a critical environmental area by a local agency? Yes X No 10. Will project have a major effect on existing or future recreational opportunities2 . . Yes X No 11. Will project result in major traffic problems or cause a major effect to existing transportation X systems? Yes No i~_ w;n nro;arr. regularly cause objectionable odcrs, bration, or electrical disturb- U ~ of the project's operation? . Yes X No auarc~ noun 1 " ' ~ e any impact on public health or rec{U 510. ~fe~Olf ~ Yes X No ` "No's au~s~upr ect the existing community by ~lrk a growth in permanent popula- /S n 5 percent over a one-year O~ ~1c1 Q~d maicr ne.~ati•~e effect on the 7 ccrr.:;t~_c) or nei;~~Lorrood? Yes ~ No ©n .<}ltA • 3~) Iq$o~ con ~r y concerning the projee1t?' Yes ~ No x\11 TITLE: 4FWD ~U~YEYb DATEi ~ ~ 2D~B2 • Y'" [ ^ ~•,.1;.; f F,, P°.F 043? , r -'.IST RUMFN • .t ,...MEN7.. E USED E7 lr. ~ ,~µi n> ~ THIS MORTGAGE, made the 1? ? h ia,, ,,f March ,nineteen hundred and eighty-s~~c: - BECVI'EEN MATTITUCK HARBOR ASSOCIATES, a New York limited partnershi with its principal office at 739 East Main St., Riverhead, N. Y., ai BAY VIEW VENTURES LTD., a New York corporation with its principal office at 296 Hampton .Road, Southampton, N. Y., I~ the o gagur, ~ anti MART? N ~,U l , t Ito nurnhr~r, *,-ter .;u~ i u Lk f+.ve. , MNt: . Eck i~ r UNIVERSITY t'+~' •5 r.t, Coral C~bl r;, Florida, H .1., :,MITH, 450 Yu Road, Maples, ~'-a,~ida, DORu~I'fiY R. SMITH, his wis "5~ Yucca Road, Naples, Florida, SUSAN S. GES.>llC`iE', 150 Pinehur~:F ~!~1 Naples, Florida, and NANCY S. ROBINSON, 517 Devils Lane, 'Japlt:' ti`'lorida, ,the mortgagee, t~VlTNFSSF"T"S#, tl `trt +he payment of an indebtednrsa ;n the cum of ~ ";~i_~~' ~7~i~3t',d ($St)~,.... ) - Ib..~, dollars, I>. ,~f }ie , ~"qtr. r~ he ,.~...1. - wit;, crest thereon to be computed the date hereof, at [he rate of per centum r an ,um, and to be paid on day of 19 ,next ensuing and thcreafte I~ ~i -according to a certain bond, i note or obligation bearing even date hEretvith. the mortgagor heretic mortgages to the mortgagee ALL that certain pb,tt e r parcel of land, tcith tb `'~,k ~ ~ ~ ~ r ~cn erected, situate,, lying and being ;u ~h- ~ - <i Schedule , ;c,• ~I 'I i . ~ ~ ~ i t~OGETHEf: :r,le and interest o: ."'gagor in and to a:ra , '`~e s, , roads in front ~.r ito,uing said premises; TOG)rf-HER wiH.! art ii•rnres, chattels and articles of personal property now o- - _ •.,.:hed to or used in connection with said premises, including but not limited to furnaces, boilers, ail?•'. : c, radiators and piping, coal stokers, plumbing and bathroom fixtures, refrigeration, air conditioninK a~ zinkler systems, wash-tubs, sinks, gas and electric fixtures, stoves, ranges, awnings, screens, window shaves, elevators, motors, dynamos, refrigerators, kitchen cabinets, incinerators, plants and shrubbery and all other equipment and machinery, appliances, fittings, and fixtures of every kind in or used in the operation of the buildings standing nn said premises, together with any and all replacements thereof and additions thereto; Iii TOGETHER with all awards `,.errtofere and hereafter made to the mortgagor for taking by eminrnt domain j~ the whole or any part-,f .i,f pT. ~ni c' or any .asement therein, including any awards {or changes o{ grade of CI streets, which said aw.:„i:. - a !,y .~";t;•, rd to the mortgagee, who is herrby~ aahorized to coll.~.t and ro- I~ ceive the proceeds~d ~ ...:;s -n;1 to pice proper receipts and acquittsnces therefor, a, xi to apply the same toward the pad cr'' nrn'gage 'ebt, noiwtthstanding the fact that the amount owing '.hereon ,.ray not then be due and ~ hoc --i the said mortgagor hereby ,cgrees, upon request, to make, rxrcvte and deliver any and all assigurne:~ts a,td other instruments suffiriPnt ter the purpose of assigning said awards to the mortgagee, {ree, clear and discharged of any enc~.ni~ ,r,;. = of +ny kind or nature whatsoever. AND the mortgagor covenants with the mortgagee as 4:;' 1. That the mortgagor will pay the indebtedness as L:• - .:e provided. _ 2. That the mortgagor will keep the buildings on the pr.,,,:.~., >cd against loss by fi*e fer the benefit of the mortgagee; that he will assign and deliver the puli,_.e ' . ~-gagee; and that Fe w~'i ::ci!'.horse the mortgagee for any premiums paid for insurance made by [h h..i;~~~ •n the mortgag,:'. •"n.rit so insur- ing the. b~tih!~ngs or in so asstgning and delivering the poliaa. 3 a. t..~.',Gng on the premises shall be altered, removed ::r dcrrtoli•.'ted ~>~.:r~,: sent of the ,rr,: ? :}e whole of said principal sum and interest shall become due at the option of the mortgagee: after ~ a payment of auy instalment of principal or of interest for fifteen days; or after default in the pay- ' znc ^y tax, water rate, sewer rent or assessment for thirty days after nonce and demand; or after de- fault niter notice and demand •S'. ~ assigning and delivering the policies insuring the buildings against loss by fire or in reimbursing the ^ +v~:` for premiums paid on such insurance, as hereinbefore pravtded; of after default upon request in - a s+atement of the amount due on the mortgage and whether any off- sets or defenses exist ;,;sin : irbt, as hereinafter provided. An assessment which has been made payable in instalments .!r t' ~ mortgagor or lessee of the premisPS shall nevertheless, for the purpose of this parag ~ ~ ! payable in its entirety on thr clay t' +a.lmen[ bctornes due or payable or a hen. 5. That the holder of thts m r!„:g<, '.n .r:y action to foreclose it, shall ~ nfinent of a receiver. I~ 6. That the mortgagor will pay all taxis, assessments, sewer rents n. ~ - reof, the mortgagee may pay the same. 7. That the mortgagor within five days upon request in pers:~•+ y- upon rziv by mail will furnish a written statement duly acknowlydgrd of the ar:•:,~ r;,a.ge and wtethe; any off- sets or defenses exist against the mortgage drtt 8. That notice and demand nr rrrt nest ~ „.y. h. iu ~ ~ - .i.'. ..n .r 6,~ mail. 9. That the any ~t; N e b 10. That r z , d . , ' ^nded cover- age cndorscme~.t ~ ~ .hereto the mortgagor, wtthin thirty days noes' notice and :-:..nd, will keep the premises insured against war risk and any other hazard that may reasonably be required by the mortgagee. All of the provisions of paragraphs No. 2 and No. 4 above relating to fire insurance and tht provisions of Section 254 of the Rwl Property law rnnstruing the same shall apply to the additional insurance required by this paragraph. I1. That in case of a foreclosure sale, said premises, ;o r,wch thereof as may be affected by this mort- gage, may be sold in one parcel 12. That iE any action or proceeding he ,:o** e -nee ? Acept an action to foreclose this m! ng+age or tb collect the debt secured thereby to which action ~.x 1.+~xec ding the mortgagee is made a party, u. which it becomes ~I necessary to defend or uphold the list of ts;; t,gage, all sums paid by the *r~•,'.trase- 'he expense of any 'J° gat- to prosecute or defend the tgh -.,d lien created by thrs m •rtg ge ~i,du~, g ~c<:.onable coup- . - t. ,1..>jl be paid by the mortgagor, - 5 ~ :-r with inter d tl:creor+. at t'•~e ate of six 1•-r cent. per anntun, . h stmt and the interest [hereon ,hail be a lien on said prep prior to atiy right, or title to, i,. c?aim upon said premises attar}nn$ or aaruing subsequent to the lien of this mortgage, a,td d.'.-..".': ro be secured by this mortgage. In any action or proceeding to foreclose this mortgage, or tc< +er o! :'t sr~.urrd tl crcby, the provisions of law respedmg the recovering of costs, disbunr _ _ _ ~ •va~~ unaifxtcd by this covtnant. ':3 i `,at the moriPags, hereby as~~: ~ + the mongagee t''..c . : ds, a+rts and prof the premises as turtbe~ . ;nasty (or the r'~ T+ern of said r~Jn„~_.iness, cent! the mortgagor grants !o the mortgagee the right ;o enter ' -:pon and to take possession of the prrmr;es for the purpose of collecting the same and to let [he premises ar any part thereof, and to apply the rents, ~s;ues and profits, after payment ~f all tteressary charges and expenses, on account of said indebtedness. This- z: ;,^nment and grant shall continue in effect until this mortgage is paid. The mortgagee hereby waives the right to enter upon and to take possession of scid premises for the purpose of collecting said rents, issues and profits, and the mortgagor shall he entitled to collect and receive said rents, issues and profits until default under any of the covenants, conditions or agreements contained in this mort- gage, and agrees to use such rents, issues and profits in payment of principal and interest becoming due on this mortgage and in payment of taxes, assessments, sewer rents, water rates and carrying charges becoming due against said premises, but such right oithe mortgagor may be revoked by the mortgagee upon any default, on five day;' written notice. The mortgagor will not, without the written consent of the mortgagee, receive or ~ collect rent from any tenant of said premises or any part thereof for a period of more than one month in ad- ~ vance, and in the event of any default under this mortgage will pay monthly in advance to the mortgagee, or to any receiver appointed to collect said r:-nt~ issuer and profits, the fair and reasonable rental value for the use and occupation of said premises or n( .u~l• parr ~Sereo! asmay be in the possession of the mortgagor, and .+1*on default in anv such payment ,.ill ,acate and sr.trender the possession of said premises to the mortgagee `I or to such receiver, and in default the:eoi ma; be evicted by summary proceedings. 14. That the whole of said principal sum and the interest shall become due at the option of the mortgagee: (a) after failure to exhibit to the mortgagee, within ten days after demand, receipts showing paymrnt of all taxes, water rates, sewer rents and assessments; or (b) after the actual or threatened alteration, demolition or removal of any building on the premises without the written consent of the mortgagee; or (e) after the assignment of the rents of the premises or any part thereof without the written consent of the mortgagee; or (d) if the buildings on said premtses are not maintained in reasonably good repair; or (e) after failure to com- ply with any requirement or order or notice of violation of law or ordinance issl.red by any governmental depart- ment claiming jurisdiction over the premises within three months from tl:e iss ,nee thereof; or (f) ii on application of the mortgagee two or more fire insurance companies lawfully doing business in the State of New York refuse to issue policies insuring the buildings on the premises; or (g) 'n the event of the removal, dem- olition or destruction in whole or in part of any of the fixtures, chattels or articles of personal property covered hereby, rtnless the same are promptly replaced by similar fixtures, chattels and articles of personal property at least equal in yvality and condition to those replaced, free from chattel mortgages or other en- cumbrances thereon and free from any reservation o{ title thereto; or (h) after thirty days' notim to the morrl;agor, it the event of the passage of any law deducting from the value of land for the purposes of taxation any lien thereon, or changing in any way the taxation of mortgages or debts secured thereby for state or lopl ~ purposes; or (i) if the mortgagor fails to keeg, observe and perform any of the other covenants, conditions or agreements contained in this mortgage. 15. That the mortgagor will, in compliance with Section 13 of the Lien Law, receive the advances secured hereby and will hold the right to receive such advances as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the s:~me first to +he payment of the cost of the improvo- ment before using any part of the total of the same for ary other purpose. sntkrwliti~ 16. That the execution of this mortgage has treen !uly a+ld.oss rd by tt:e bc.~rd tf di x' o! the r+nrigagor. da~~t l6 i/ fwaDP/irab e. ~I! See annexed Rider £or additional provis4+rns. iI I I This mortgage may not be changed or terminated orally. The cuvrnan[s cc ,r-u,cd in this mortgage shall run with the land and bird the mortgagor, the heirs, pc,sc,..il cepcesentativtc, suc.essors and assigns of the mortgagor and all suh~-^quent owners, encumb~ancers, tcnani; and subtenants of the premises, and shall enure to the benefit of the mortgagee, the personal representatives, .~tccesors and assigns of the mortgaget and all subsequent holders of this mortgage. The word "mortgagor" shall be construed as if it read 'mortgagors" and the word "mortgagee" shall be construed as if it read "mortgagees" whenever the srnse of this mortgage so requires. [N WITNESS WHF.RF,OF, this mortgage has been duly executed by the mortgagor. FN PRESENCE OP: MATTITUCK l1ARBOR ASSOCIATES By iirtthony T. Cnnforti, General PartnE r BAY VIEW VEiv`'1'URES LTD. [,-o. ?wrate seal] By Thomas E. Gill, Vice President u . Treasurer ~ - - _ - . RIDER TO MORTGAGE ~)1 h. ,fiARCH 11, 1982 betwc,~n Mattituck Harbor Associates and Bay View Ventures Ltd., Mortgagors and ^tia~ T?niversity of Miami, H. Alvin Smith, smith, Susan S. Gesdorf and • R: `,ins~n, M,~rt;:3gePs 17. Except for he purh : .;f ~ '.q .i ;~~i , highways, roads, drainage n as, n~; -c:,d~~' excavations or landscape operations , no st:; i ; ~ . 1 , t , ~p or other materials shall be removed from the mortg~:gF•~t premises without the prior written consent of the owners a, ri holders of this mortgage. 18. Provided that the fee owner of the mortgaged premises shall. nn° he in default of fully and faithfully performing ~7i F ~ Iprms, covenants and conditions contained herein -r? 3l~r performed by the mortgagors, the owners „_I gage shall, without cost or charge tc ,+>E ~ - a=. edge and deliver upon fifteen (15) days' prior N, ~ .anc: request such consents as may be necessary tc »fe~:l-. any of the following: (a) The filing of a ~~,-.=ion map in +he Oifice of the Clerk of the Coun{y Suffolk, ~•n N or in mapped section, of all ~>a-t ~ tgaged premises. (b) The granting of utility eas,_-• to the providing of utility facilitie> e.•_c -ary ~o the development of the mortgaged premises or parts rliereof; >rovided, however, that such. utility easements shall be confined along street and mapped subdivision plot lines ~,ntv. (c) The filing of covenants and/or restrictions as the same may be required incidental. to the development and subdivision of the mortgaged premises by the Veterans Administration and/or the Federal Housing Administration and/or the institutional lender placing building loan or permanent mortgages on parts of the mortgaged premises. 19. Provided t};,,t pie fee owner ni premises shall not be i r~~ult of fully ~ ierforming all of the to~,n.;; ,_:vaenants and contained to be observed di or performed the fee owner shall be p~ ,.~n', yed to of ~c*s of the mortgaged premises . rc:m the ) ~ :e ~~pon the following terms and c:nditionti: (a) Each s~ich ~ ~ ~ 3sr F ~r.-~.L1 be in the statutory sh<~, of •ortgaged premises ~ynd st~~i; _ ~Y t ;in~y ;~or the owners and holders of this mort., x nse of fee owner, at the rate of One Hundred ia1~C.U0) Dollars per such release instrument. (b) Each such release of part of the mortgaged premises with respect to that portion of the mortgaged premises ing a frontage on Willis Creek and/or Great Peconic +y to a depth of 500 feet shall be given only upon went by certified or bank check of an amount in ,i - - - - . - s _1i - reduction of the unpaid mortgage principal balance computed at the rate of $500.00 per front foot. (c) Except as provided in Paragraph 19 (b) above, each such release of part of the mortgaged premises shall be given only upon payment by certified or bank check in reduction of the unpaid mortgage principal balance at the rate of one hundred t_hi ~ y-fi.ve (1350 per cent of the original proportionate mcrtage burden borne by ea h area so release'. 20. In the event that the fee ow~~~-~.- of +he mortgaged premises shall cause a subdivision map to '„d in the Office of the Clerk of l:he County of S~~ai> c', i k , _ expect to all or part of the mortgaged premises, i:.c.=n ~ owners and holders of this mortgage, without any paynr=ni :~rcrduction of the unpaid mortgage principal balance, sha71 l.~:ase from the lien hereof all of the land in the bed of mapped streets and any drainage sump or other area requisite to be dedicated to the local municipality, and such release shall be given for the purpose of such dedication. Building plots as shown on such subdivision map shall be released from the lien hereof upon payment in reduction of the unpaid mortgage principal balance o~nputed in accordance with Paragraphs 19 (b) and 19 (c) zr i~c-° 21. No part of the mortgaged premises shall be released which will result in either the part of the premises so released or the part of the premises remaining under she lien of this mortgage having an area of less than that requirr~d by the Zoning Ordinance of the Town of Southold for the zoning district in which said premises are located as :rf tt,e date that such release is granted. 22. The premises remaining under the I i.en of t. ;.s cortgage shall at all times have access to the Main Road ~3v>r public or private roads having a width of not less t.ia3n SO feet. 23. No release as provided herein shall be granted unless and until interest on the amount prepaid therefor, if .any, shall have been paid at the time of the delivery of the premises. . 24. Prior to the delivery of any rr=L~ase her,undar, the fee owner shall deliver to thF ho lc ~r ~ ;i hi s mgr t~- at least five (5) days prior to i_he ~aate ~:m ;which !-~e lease has been requested, a survc y L~r eparad h.,, Licensed surveyor of the parcel sought to be released, ~.og. i''r~r wi-th a metes and bounds description thereof. However, uo metes and bounds description nor survey shall be requirrad if the plot sought to be released can be described by a lot number on a subdivision map duly filed in the Suffolk County Clerk's Office. 25. Any acreage which is released mast be contiguous to prior rr':.:ased acreage. This provision shall not be ;applicabl-~ to ~r,y 'ot upon a filed -~~1,d,tr;<;inr, snap. 26. This is a purchase money ,nartys~rrr given to secure payment of part of the consideration fog- t:he conveyance of the above-described premises by the ac~rt-yayees to the mortgagors by deed executed and inr~nded t.o be recorded simultaneously herewith. 2 • 27, The mortgagees shall not be required to release any land until a site plan of the mortgaged premises has been submitted to and duly approved by the P]_anning Board of the Town of Southold and/or any other board or agency thereof having jurisdiction thereover, if required. Further, the mortgagees shall not be required tc reic,_se any land shown on said site p'~an until all bonds wh cL .r<sy be required by the Town of South~~ld and/or the Count}' of `?uifr~lk }~.ave been filed by the mortgagors to insure completir>n c~* .,r.y a.~orovements on said site p~au. 28. The whole of said principa.i a » interest ;hall become due at the option of the mortgagees in the event of the sale or transfer of the entire premises without prior approval of the mortgagees. 29. The unpaid principal sum secured by this mortgage shall bear interest at the rate of .not less than I2$ per annum until the entire principal sum has been fully paid, notwith- standing any default hereunder or condemnation of the mortgaged premises. 30, 'Phe holder of this mortgage, in any action to foreclose same, =hall be EntitlFd t,o- tea ,n~~ablc °ttorney es to be fixed by the Cnurt. 31. Tf any payment is overduf more tl;an C~F~-.~eTi (15) days, an additional charge will be due to mortg.:gee7 :over the cost of delay in the sum of $.04 for each doil~r ;,,-c ~lne. 32. Any and all sums paid on account of amortization of this mortgage shall entitle mortgagors to releases at the rate provided for as hereinabove set forth, and contrariwise, any payment made for releases of land as permitted by the terms of this mortgage shall likewise .entitle the mortgagors to credit against the unpaid or subsequently accrued amortization installments, and interest on the release consideration shall be paid in addition up to the date of the delivery of the releases. 33, Tn the event of a default under this mortgage, recourse shall be first' had to the land, and no application for a deficiency judgment or any personal liability of any guarantors of the bond and mortgage shall be made until after foreclosure proceedings. MATTITUCK HARBOR ASSOCIATES By Anthony T. Conforti General Partner BAY VIEW VENTURES LTD. By _ Thomas E. Gi11 Vice President/Treasurer 3 - _ : . v-.-..r ~ x.i2V . S ;.T r ~ t ~ ~ : : Y_'ZATFS, ~-cec Cksl-t11P ~ d>~-~~. ~rscTCi~t,[S~'~a•~' e known to be the ind:.id~:a! dexri~~r•~i n e.. ~a.xn'~xr :,:i_~adame'..~,Y.~, ,ed the Ioregoing instna:.. , ! an,'. ac.,n.;w1~•: :t~.?e2' executed the same. descr;x N - ; n and which ed the force : instnmtent, and the said general partner dul tcknolwedged to me that he executed said ins F~nt for and on behalf of and with the authority f the said partnership for the tnd purpos s therein rn_~ _~-~1. i I STQ TE OF HEW Y f.U[i+J(Y Ss: STF rE xY K, ! 3UN7Y QE On the 11th day of March, ~ t me On the of x9 - personally came THOI~S E• GTT,i, personaliy came to me known, who, being by me duly sw~.,i .,e and the subscribing witness to the foregoing instnnn<^ say that he resides at No, 296 Hamptor, nd, whom I am personally acquainted, who, being by Southarrr~ton, New York; sworn, did depose and say that he resides at No. that he s [he Vice President & Treasurer of gAy Vgw ~~g I,q+D• that he knows the corporation described in and which exttuted the foregoing instrument; that he to be the individn: knows the seal of said corporation; that the seal affixed described in and who ~ 'he foregoing ins!nc,- to said instrument is su, +-cr~~o~~te seal; that it was so that he. said subs-. ,:ng was present u:~i affixed b}' order n; ' .'o rrr!urs of said corpora- execu~^ ' c ~a ~at he, said wi tion, and that h< r thrreto by like order. at the same time sobs: ~ d.cd i; . as witness iEr 1lON ~IOCfQdQC ELO(:K TITLE NO SOT COUNTY OR TOWN MATTITUCK HARBOR ASSOCIATES and BAY VIES VEN'P[IRES LTD. TO SUTER, UNIVERSITY OF MIAMI, SMTR'F1, SMSII3, C.ESDORF 3ild F~BID'c~ >?~7 pusr r ~_..:w York SIwNDA1D FORM OF NfW TORS ~RGARD .n ~ I Dimibutrd hn Firs'.AmericanTitlelnsuranoe.( ~npatay of New York ~ Zip No. O V' z S O v O N + . i j ~t )I i _ _ _ ~ i i YOUNG 9>• YOUNG aoo OSTRANDER AVENUE RIVERHEAll, NEW YORK iigo~ 616-7E7-E303 ALDEN W.YOUNC HOWARD W. YOUNG Peofa.ional Engiewo 9F [.and Suiwyoa ~6^d ~0`h'O° ~ HIV 2 ~ REC'~} June 24, 1982 Southold Town Planning Board Main Road Southold, New York 11971 Re: Proposed Realty Subdivision Bay View Venture Ltd. Mattituck, Torre of Southold, N. Y.° Attention: Henry Raynor, Chairman Dear Henry: Eaclosed herewith is one copy of a report prepared by us outlining the proposed road and waterway system for the above captioned realty subdivision. Very truly yours, Howard W. Young H~ : kbf enc. ~ _ . i r i~ara~-~y '~.~brt~ w ~ ~ _ i~ ' Q . o s..~..._ o"~' _ _ _ _ ~J_--___IFiM ~ _ _ _ ,.iy u~<wdd_y'O~I~dA~aR.- ~---.-x-30 ~ 43 5 60__~ ~ . 25 K . 6 . _ ~ _ . _ [1 ~ v _ _ I rACKA-duo--*.._ I----- Ytek.~„~.t JnSn..- I~-~~-_. 4dooo aN~~_~ . ' ~ ~ _ o0o ate. _ i _ ______..__m i ~?llaiwo __1~_nc - ~lf,...t_.Q.~..~_~t~.~a._.. 4' _ i t J - 1~ _ _ i _ _ _ _ • • G _ -_.__r _ _ _ ~ --m_.-.-r.-- I-T _ _ T_~.___~_____-__ ~~~}a,. ~R~e~wt.._=_ .z_3.~..~S.Go lt, O. s S x o. _ _ Y.~-.~ __T - I _--_f i _ _~~t~iki--_~''~..s._ - ~-O-se_~.~Sje.. • Cha~es F. Scheer Jr. JUN 29 RECD p. o. Box 263 Laurel, New York 11948 June 20, 1982 Bayview Venture Ltd. East Main Street Riverhead, New York 11901 Dear Sirs: As requested by Mr. H. Young, I visited your Bayview Venture property on New Suffolk Ave. on June 10, 1982. I inspected the two lines of maples on the property and have the following recommendations in view of the species, age and condition of the trees. 1.) Aay change in the present location of the road way would be detrimental to the trees due to their shallow roots and that it is most likely there are few if any feeder roots under the present roadway. 2.) The road should not exceed 26' in width but can be elevated 8-10" if necessary. Tree wells would be necessary on the roadside where the pavement comes within 10-12" of the tree trank. 3.) As moat of the feeder roots are on the two present non- roadaidea of the trees, I would recommend: - a.) as little as possible soil movement within 20' of the trunks on these aides b.) any pavement in this area would be ill-advised, this area should be left in grass and shrubs to insure healthy roots. L~~~ ` / Bayview page 2 c.) fertilization of the trees with an all chemical fertilizer in the late fall (after leaf fall) at 1-2 lba. actual nitrogen 1000 sq. ft. 4.) I also have examined the proposed road and waterway cross-section dated 6/17/82 by Young & Young (copy enclosed) and am in agreement with Mr. Young's proposal outlined there in. Yours truly, Cha les F. Jr. ~ i uw oeelcE ANTI-SONY T. CONFORTI 739 EAST MAIN STREET RIVERHEAD. NEW YORK 11901 S EP 2 ~ REC'D 616-727-3107 September 27, 1982 Mr. Henry Raynor, Chairman Planning Board, Town of Southold Gain Road Southold, New York 11971 Re: Proposed Map of Harbor View Farms Dear Mr. Raynor: In connection with your last letter requesting identity of all the principals who share in the ownership of the property at New Suffolk Avenue in Mattituck, and the names of the streets, please be advised as follows: Bay View Ventures, Ltd., a co-owner, is a New York Corporation with officers and stockholders as follows: 1) Thomas E. Gill, 296 Hampton Road, Southampton, New York, Vice-President and Treasurer; 2) Gert W. Flammersfeld, 15 West 72nd Street, New York, New York, shareholder; 3) Hilmar Orth, 296 Hampton Road, Southampton, New York, Presi- dent and shareholder. Mattituck Harbor Associates, a co-owner, is a Limited Partnership having an office at 739 East Main Street, Riverhead, New York. ' The partners are: 1) Anthony T. Conforti, 739 East Main Street, Riverhead, New York, General Partner; 2) John D. Strode, 2031 Azaela Court, Seaford, New York, Limited Partner; 3) Michael Norcia, 8 Colony Court, Murray Hill, New Jersey, Limited Paftner; 4) Gregory A. Kleva, Jr., 229 Commerce Street, Hawthorne, New York, Limited Partner; 5) David J. Saland, Main Road, Jamesport, New York, Limited Partner; 6) Howard Luckhardt, Jr., Schwenk Road, Water Mill, NeI~~ York, Limited Partner; 7) Anthony D'Italia, Kings Lane, Southampton, New York, Limited Partner. The Map, as referred to above, shall be known as Map of Harbor View Farms, and we will request that the roads shown thereon be i • A3vxaoxr T.COxFOxxz -2- September 27, 1982 designated as follows: 1) Meadow Beach Lane (iRain Poad) 2) Halls Creek Drive (the road running south and east of the Main Road) 3) Willis Creek Drive (the road running south and west of the main road) 4) Pasture Lane (short road running north of the main road). At this time we would also request that the Planning Board grant us a variation of the required road widths to the widths (between 26 and 28 feet) as designated on the updated preliminary maps filed by Young & Yourig. Please advise me as soon as this matter may be placed on the agenda for another meeting before the Board. Yours very truly, G-~~~6~ T ANTHONY T. CONFORTI ATC:em CC: Thomas E. Gill ~Z6 j,~ i ~ GU~FQC,i'r PL~~IYNI 3 , ~ TO~~ FSO[J ~~LD S ti ~<F9~~ Y Southold, N.Y. 11971 TELEPHONE HENRY E. RAYNOR. 1r.. Chairman 765- 1938 TAMES WALL BENNETT ORLOWSKI. Jr. GEORGE RITCHIE LATHAM. Jr. William F. Mullen, Jr. May 26, 1982 Mr. David Saland Saland Realty Inc. Main Road Jamesport, New York 11947 Re: Bayview Ventures Ltd. Dear Mr. Saland: It was the consensus of the Planning Board during a field inspection of the above captioned property that the flag lot configuration on lot #34 be eliminated. Additional roadway to be cc~lstructed for ingress and egress at the northwest corner of the property running south approximately 700 feet, then in a southeast direction intersect- ing between lots seven and eight with roadway shown. This will also provide access to the drainage area and would eliminate the cul-de-sac street to the west of the existing roadway between lots three and six. It is the consensus of the board that no waiver be given for one in- gress and egress as there are not excess of 40 potential families utilizing this subdivision. The southerly terminus between lots 21-24, inclusive, should be rounded out, taking property from lot 21 to create circular and large turna- round as opposed to D-shaped. Further, the board would like demonstrated the ability of Swale drainage on the existing right-of-way, as presently it is plus or minus 26 feet in road width, prior to this road being considered for a waiver. If you have any questions concerning the above, please do not hesitate to contact this office. Yours very truly, HENRY E. RAYNOR, JR., CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Susan E. Long, Secretary ww oErlce ~ : ~~n'~ ANTHONY T. GONFORTI ]a9 EAST MAIN STREET RIVERHEAD. NEW YORK 11901 SI6-]z]-a lo] April 21, 1982 Planning Board Town of Southold Main Road Southold, New York Re: Sketch Plan of Subdivision prepared for Bayview Ventures Ltd. Gentlemen: I am enclosing herewith four (4) counterparts of a preliminary plan for a subdivision of property owned by my client and situate at Mattituck, New York. I would greatly appreciate your scheduling this matter for a preliminary meeting at your earliest convenience. Yours very truly, /J ANTHONY ONFORTI ATC:em 1, Encs. ~`J ii ~ ~ * t~ - - - ~ f - - ~ a - • I • ~~-o~~ -p_ 33 . o'~ - • ~ _ _ ~ ~ ~ - ~ - ~ i = ~,~f2wEY.lAy i-17=tGU'~ TQ 8£ _ - ' I - ~,asEtx~e-uT - pAV>=i~?t~NT ~ ~ = J n i3>? w ~ ~ROap (P!~p" ' ~ ' i y ' ~ 2 121-0" l o'- o' ~ ATE '~/~Tt! inn - I ~f?Of ~5 ~ D GT~.st~ T~ ~ i-~ E! G~! T ! i„ _ / n~n• , i - - - - - - ~=1 ~J, gU?~FDC~) - - -2O i+~ 33GS_Olr~l ~o I - ~L*~1€1~~hIT-=fir' --i~fzt~E-f RIOT _ - - -~X~-T"~LT43~3G -~1~-1 .Y_ ~ _ SUN 25 ~;~~D Report Proposed Road and Waterway System for Proposed Realty Subdivision by Bay Yiew Yenture Ztd. ' at Mattituck . Town of Southold Suffolk County, Nea York ose It is the desire of the developers to preserve the natural beauty of the land. proposed to be subdivided. One of the mayor assets of this property is the tree lined driveway leading to several residences on/or near the Peconic Bay. This report and the attached sketch set forth the existing site conditions and' the method of constructing a roadway to serve the proposed development. FbcistinQ Conditions The existing conditions indicate a bituminous driveway which varies in width from 26 feet to 23 feet. Shade trees which are Norway Maples ranging in size from approximately 18" to 30° line both sides of the existing driveway and are spaced approximately 25 feet. The distance between the rows of trees is approximately 33 feet. The general slope of the land adjacent to the driveway is from east 'to west at about 2%. On the outside of and approxi- mately 10 feet from each row of trees is privet hedge in generally good condition. This hedge is approximately 3 feet high. Proposed Development We propose to develop a paved road surface and waterway drainage system by collecting the storm water runoff in swales, leaching pools and vertical sand drainage areas. The Paved Surface It is proposed to construct a new road surface approximately 8" to 10" above the existing driveway pavement. The pavement type and construction method will meet town specifications. The longitudinal grade from north to south will be approximately 1%. The width of the pavement will be 26 feet with a 4" crown. This width has been determined so as not to cover more of the existing tree root.syatema. Concrete block tree wells will be provided - where necessazy to protect the tree and root system. The cross sectional grade of the paved surface will be such that the storm water will flow off of the paved svrf~ce and into the proposed waterwa, system. The Waterwa_9 It is proposed to construct a grassed waterway on each side of the pavement. The grading (Filling and Ekcavating) to construct this waterway will be done on the outside of the privet hedges. The existing grade between the edge of pavement and privet will not be disturbed. Thin finished center line surface grade of the waterway will be from 20" to 24" below the height oY the crown of the proposed pavement. The waterway will be created by an excavated. swale or by an earthen berm as the existing conditions dictate. This grassed waterway will channel the storm water runoff to a system of leaching pools, storm sewers and shallow vertical sand drainage areas. Dams will be placed across the waterway at locations where driveway to the homes will b' constructed. These dams will be approximately 8" high. The dams will create ponding areas and. in- crease the amount of recharge. It is estimated that more than 5096 of the storm water will recharge in this manner, and remainder will be recharged at leaching pool and vertical sand drain sites. Conclusion Based on past performances we have found this type of system as constructed at "Country Club Estates", Cutchogue, Town of Southold to be moat adequate and very pleasing asthetically. Every effort will be taken to protect the trees from damage as -they are one of the major assets of this development and the community. Pr pared by Howard W. 6/17/82 LASER FICHE FORM SUBDIVISIONS Project Type: Maior Status: Final Approval SCTM # : 1000 - 115.-17-17 Project Name: Harbor View at Mattituck Location: southerly side of New Suffolk Avenue, 110' easterly from Deep Hole Drive. Mattituck Hamlet: Mattituck Applicant Name: Bayview Ventures, Inc. Owner Name: Bayview Ventures Inc. Zone 1: Approval Date: 7/14/1986 PLAT Signed Date: ~6~~i~~9 OPTIONAL ADDITIONAL INFORMATION A date indicates that we have received the related information Zone 2: Zone 3: CandR's: Homeowners Association R and M Agreement: Address: County Filing Date: 8/21/1987 SCANNL-;D ~ i,'~,~ c , 4 Rereads A91;;,«,ement SCAN Date: APPRAISAL REPORT ON PROPERTY OP 1 MATTITUCK BARBOR ASSOCIATES AND BAY VIEW VP.NTURES, LTD. Located at the South side of New Suffolk Avenue t Mattituck, New York 1 1 as of June B, 1986 -Prepared for - ' Southold Town Board Town Ball ' Southold, New York ' GORMAN & ASSOCIATES .~a~ ~s(a[e ~ppraisa~s 1 Real Estate Appraisals GORMAN & ASSOCIATfiS Lovt Lmie, Mett~ruck. N. Y. ~ Iv> $ 16 - '9F-847K .July 16, 1986 Southold Town Board Town Mall ' Southold, NY 119?1 Re: "Vlap of 8arbor View at 'Nattituck,° located at the south side of New Suffolk Avenue in the hamlet of ~Vtattituck, 'Gown of Southold, County of Suffolk, New York. Dear Yls. Judith T. Terry, In accordance with your request, we have made a real estate appraisal of the above listed property as of June 6, 1986, the date that the property was inspected. The subject property is designated as District 1000; Section 115; Block 17; and Lot 17 on the tar map of the County of Suffolk. It is zoned "A" Residential-Agricultural by the Town of Southold. The 1985 assessed valuation is $23,300 (land) and .525,000 (total). ' The 1985-86 real estate tapes are $8,4ri2.32. Phe subject property has a land area of 49.140 acres, of which apprm:imately 158,700 square feet, or 3.643 acres, is wetland. It has frontages of 1,472.57 feet on New Suffolk Avenue, 1,275.88 feet on Hall's Creek (a.k.a. Mud meek), 217.23 feet on Great Peconic Bay, ?98.55 feet on Deep Hole Creek (a.k.a. Willis Creek), and 1,677.97 feet on Dredged Creek (ar~n of Deep Hole Creek). The planned subdivision will consist of a central water supply area (plots 1 and 2); 2 drainage areas; a Peconic Bay community beach with access; and 38 plots, each with approximately 42,595 square feet of net or upland area. In valuing the property we have taken into consideration all of the factors affecting real estate conditions and values, among which are the characteristics and trend of the neighborhood and comparable sales in the area. As of June 6, 1986 it is our opinion that the Fair Market Value of the subject property as a preliminary approved subdivision by the Market Data Approach to Value is: ONE MILLION SIX HUNDRED THOUSAND DOLLARS ' ($1,600,000) Very h~ul y acs, 1 ~~L l,' "~,c L~ Thoma.~ Gorman Apprai/sec 1 ??lichael E. Gor,nan Appraiser ' TABLE OF CONTENTS Assmnptions and Limiting Conditions 1 Purpose of the Appraisal 3 Summary of Important Data and Conclusion 3 Definition of Market Value 4 ' Area Data 5 Area Map 6 Neighborhood Data 7 Description of Subject Property 8 Sketch of Subject Property 9 Description of Subdivided Subject Property 10 Subdivision Map of Subject Property 11 ' Photos of Subject Property 12 Ownership 19 Taxes and .Assessed Valuation 19 7,oning 19 Highest and Hest iJse 20 Appraisal Process 21 Indicated Saterfront Acreage Value by Market Data Approach 22 ' Correlation 27. Comparable Waterfront Acreage Sales 23 Location Map of Comparable Waterfront Acreage Sales 27 Indicated Bayfront Plot Value by Market Data Approach 28 Correlation 28 Comparable Bayfront Plot Sales 29 Location Map ot" Comparable Bayfront Plot Sales 33 Indicated Creekfront Plot Value by Market Data Approach 34 Correlation 34 Comparable Creekfront Plot Sales 35 Location Map of Comparable Creekfront Plot Sales 39 Indicated Interior Plot Value by Market Data Approach 40 Correlation 40 Comparable Interior Plot Sales 41 Location Map of Comparable Interior Plot Sales ~5 Engineer's Bond iistimate 46 Subdivision Value Analysis 47 Reconciliation and Conclusion of Value 49 i~ualifications of the Appraisers 50 Certification ~i3 ' ASSUMPTIONS AND LIMITING CONDITIONS This Appraisal deport, the Letter oC Transmittal, and the Certification of Value are made expressly subject to the following assumptions and limiting conditions, and any special limiting conditions contained in the report which are incorporated herein by reference. 1. The legal description furnished is assumed to be correct. We assume no responsibility for matters legal in character, nor do we render any opinion as to the title, which ]s assumed to be good. All existing liens and encumbrances, if any, have been disregarded and the property has been appraised as though free and clear, under responsible ownership and competent management. 2. The sketch in this report is included to assist the reader in visualising the property. W e have made no survey of the property and assume no responsibility in connection with such matters. 3. `vVe believe to be reliable the information which was furnished by others, but assu!ne no responsibility for its accuracy. 4. Possession of this report, or a copy thereof, does not carry with it the right of publication, nor :nay it be used for any purpose by any but the applicant without the previous written consent of the appraisers or the applicant, and then only with proper qualification. 5. We are not required to give testimony or appear in court by mason of this appraisal, with reference to the oroperty in question, unless arrangements have been previously made. fi. The distribution of the total valuation in this report between land and improvements applies only under the existing program of utilization. The separate valuations for ]and and improvements must not be used in conjunction with any other appraisal and are invalid if so used. 7. The land, and particularly the soil, of the area under appraisal, appears firm and solid. Subsidence in the area is unknown or uncommon, but we do not warrant against this condition or occurrence. 8. Subsw~face rights (minerals and oil) were not considered in making this appraisal. 9. In this appraisal assigum ent, the existence of herbicide or pesticide (Temik) contamination of the ground water, which may or may not be present in the subject property, has not been considered. Your appraisers are not qualified to detect such substances, but will note obvious contamination as evidenced by the presence of a water filter for Temik. 10. Your appraisers have carefully inspected the buildings involved in this appraisal report. Damage, if any, by termites, dry rot, wet rot, or other infestations was reported as a matter of information by your apprsisers, but we do not guarantee thn .unount or degree of da Wage. ' - I - 1 ll. All furnishings and equipment, except those specifically indicated and typically considered as part of real estate, have been disregarded by your appraisers. Only the real estate has been considered. 12. Your appraisers have inspected as much as possible by observation, the land and the improvements thereon. however, it was not possible to personally observe conditions beneath the soil or hidden structural components within the improvements, therefore, no representations are made herein as to these matters and unless specifically considered in this report, the value estimate is subject to any such conditions that could cause a loss in value. Condition of heating, cooiino, ventilating, electrical, and plumbing equipment is considered to be commensurate with the condition of the balance of the improvements unless otherwise stated. 13. Neither all nor any part of the contents of this report shall be conveyed to the public through advertising, public relations, news, sales or other media without the written consent and approval of the authors, particularly as to valuation conclusions, identity of the appraisers, or firm with which they are connected. l4. In this appraisal assignment, the existence of potentially hazardous material used in the construction or maintenance of Uie building, 1 such as the presence of urea formaldehyde foam insulation, and/or existence of toxic waste, which may or may not be present on the property, has not been considered. Your appraisers are not qualified to detect such substances. We urge the client to retain an expert in this field if desired. ' - 2 - i PURPOSE OF THE APPRAISAL This appraisal is being made to estimate the Pair "Jlarket Value of the subject property as of June 6, 19136, the first date that it was inspected. A subsequent inspection was made on July 9, 1986. The subject property is a major residential subdivision which has preliminary approval from the Town of Southold Planning Board. The valuation estimate derived in this report wi? be used by the Town Board to determine the amount of -nosey to be deposited with the Town in lien of land for park and playground purposes as in accordance with Section A106-38 E. (3) of the code of the Town of Southold. ' SUMMARY OF IMPORTANT DATA AND CONCLUSION Purpose of the Appraisal l;stimxte Fair Market Value of a major residential subdivision with preliminary approval as of .June 6, 1986. Property Rights Appraised Fee Simple Location South side of New Suffolk Avenue in the Hamlet of Mattituck, Town of Southold, County of Suffolk, New York. Type of Property A major residential subdivision (Map of Harbor View at Mattituck) lacking final approval from the Town of Southold ' Punning Hoard. Size of Property 49.140 acres of which approximately ' 153,700 square feet, or 3.643 acres, is wetland. It has frontages of 1,472.57 feet on Yew Suffolk Avenue, 1,275.88 feet on Hall's Creek (a.k.a. Vlud Creek), 217.23 feet on Great Peconic Bay, ?.98.55 feet on Deep (sole Creek (a.k.a. Willis Creek), and 7.,677.97 feet on Dredged Creek (arm of Deep Hole Creek). Planned subdivision will consist of a central water supply area (plots 1 and 7,); 2 drainage areas; a Peconic Bay community beach with access, and 3II plots, each with approximately 42,595 square feet of net or upland area. Zoning "A" Residential-Agricultursl Value of Property Ra~.v lcreage: $1,179,360 Prel. Appr. Subd.: $1,600,000 Developed Plots: $4,030,000 ' - 3 - ' DEFINITION OF MARKET VALDE "The highest price in terns of money which a property will bring in a competitive and open m;~rket under all conditions requisite to a fair sa]e, the buyer and seller each acting prudently, knowledgeably, and assuming the price is not affected by undue stimulus." Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby: 1. Buyer and seller are typically motivated. 2. Both parties are well informed or well advised, and each acting in what they consider their own best interest. 8. A reasonable time is allowed for exposure in the open market. 4. Payment is made in cash or its equivalent. 5. Financing, if any, is on terms generally available in the community at the specified date and typical for the property type in its locale. 5. The price represents a normal consideration for the property sold unaffected by special financing amounts and/or terms, services, fees, costs, or credits inew•red in the transaction. - 4 - ' AREA DATA The Town of Southold, officially established in 1640, co+n prises most of the north fork of eastern Long Island and it includes Fishers, Plum, and Kobins Islands. It covers an approximate area of 54 square miles or 34,600 acres. Tt is hounded by Long Island Sound on the north, Block Island Sound on the east, Peconic T3ay on the south, and the Town of Riverhead on the east. The °rnainland" portion of the town is long and narrow in shape, approximately 21 miles in length, and covers an approximate area of 30,080 acres. The main east-west routes are County Route 48 (North Road) and State Route 25 (:Main Road). The main north-south routes are in the hamlets of 1~attituck, Cutchogue, Peconic, Southold, and vreenport. The Long Island Railroad provides the town with both 1 passenger and freight service. There are two Suffolk Transit bus routes (one provides service within the town, the other to the south fork as far as Fast Hampton), and the Sunrise Express bus (provides service to New York City). There are three ferry boat services in the town, the ~reenport-Shelter Island Ferry, the Fishers Island-New London, Connecticut Ferry, and the Orient Point-New London, Connecticut Terry. In addition, there is a ferry from Orient to Plu;n Island (disease reseacch center) which is run by the federal government, There are three basic utility airports in the town. ~Vlattituck Airport and Rose Fie!d in Orient Point are privately owned, and Elizabeth Fieid on Fishers Island is owned by the town. The population has increased from 16,804 in 1970 to 19,172 in 1980 according to the United States Census, and Long Island Lighting Cornpany~s estimate as of January 1, 1985 was 20,229. The population doubles dw•ing the summer .months and this variation contributes to a seasonal economy. The major economic base industries in Southold are agriculture, commercial fishing, and tourism snd recreation. approximately 750 of the hotel and motel units in the town are seasonal, and approximately 37% of the residences are seasonal/second homes. agriculture is a dominant feature of Southold`s economy. Though approximately 50% of the agricultural acreage is used for potato production, recently this use has been decreasing while nurseries, vineyards, vegetable farms, and horse farms have been increasing. For tide most part in Southold, residential development has taken place first along the shores of Peconic !3ay and Lone Island Sound. As the population increases, however, the center section of the township is becoming more developed and summer homes are giving way to year round dwellings. The present economic stability of the area is good. New residential construction hss peen aided by falling mortgage interest rates. The local schools are considered to be excellent. LAND USE t3Y ACRES Residential 5,840 Commercial 80 Industrial l10 Transportation 350 Institutional 990 Recreational '2,360 agricultural 12,000 Roadways 1,790 uVater 700 Vacant 10,380 TOTS L '34,000 - 5 - ~ Y „Y_ V atop `7 i s_ T.a 4.0.45 S y 4 J~~`~~ ~ v r~ .P ~ r p~. ; nn) , ~ s ~e A~ ~ APL Vf 4,r~ ti J V x t ~ ` vs 4 ~ b ~ i p R _ ~ r ~ ~ ',C ~ ~ _ ~ ~ ~ ~ ._r._~ ,i i` 4l\ ~ e i ~ ~r a ° 1 ` ~ r?~ ` ~ ~ 1 ~ ~ q ~ r. ? a ~a ~,1 r C~ c ti ~ ~ .t f ~ ~ A ~ ~ ~ ,~~r .h ~ 1 t ~ ~ ~,r,~' ~ ` a ~r a l cl~ 5M1~ ~ o ( V l ~ ^ r 3 .mow . J j ~ . 4~~i y J 1~ a l ' 1 1 i Y"`f ',FHA \ \C+ ~ - ~ ~ ~ ~ G~jf( ~ V „~;;o, ~5„a _ _ G ~ i f,,~_., 1 m ~ 'V ~ o 1 ° , ~ ~ . ~i~.fivll ~ ~ ~ , r~ z. ~ , .~i _s- 1 i NEIGHBORHOOD DATA The subject property is located in the Hamlet of Mattituck, Town of Southold, County of Suffolk, New York. Mattituck is located approximately 83 miles east of Manhattan, and it is bounded by Long Island Sound on the north, the hamlet of Cutchogue on the east, Peconic FJay on the south, and the Hamlet of Laurel on the west. iVlattituck covers an area of approximately 12,200 acres. The area is rural in nature with the majority of Uie acreage being utilized for agricultural purposes. The main farm produces are potatoes, cabbage, and cauliflower. Vineyards are the new agricultural trend due mainly to the mild winters and fertile soil. Mattituck is the second mast populous hamlet in the Town of Southold. The population has increased from 3,039 in 197',7 to 3,923 in 1980 according to the United States Census, and Long Island Lighting Company's estimate as of January 1, 1985 was 4,170. 'The population doubles during the summer months. Approximately 2l~ of the residences in Mattituck are seasonal/second homes. Mattituck has its own volunteer fire department, a public Library, and two banks. It is serviced by the ,Mattituck-Cutchogue School district, the largest in the Town of Southold, which covets grades kindergarten through 12. The local newspapers available are the Long Island 'Groveler-Watchman, The Suffolk Times, Suffolk Life, and Newsday. The area is serviced by a local taxi company, and there is a station on the Long Island Railroad's main line with service twice daily in both directions. taus lines travel to Greenport, the iIamptons, ^Iew York City, and points in between. There are restaurants, a small privately owned airport, a playhouse, and numerous marinas. The main shopping aces is along T,ove Lane with convenience type stores. There is a shopping center on the Main Road which includes a five screen movie theater and an A P supermarket. The present economic stability of the area is good. New residential construction has been sided by falling mortgage interest rates. The local schools are considered to be excellent. There are houses of worship for most major denominations throughout the area. ' - 7 - DESCRIPTION OF SUBJECT PROPERTY Tha subject property is located at the south side of New Suffolk Avenue in the hamlet of Mattituck, Town of Southold, County of Suffolk, New York. The property ha, an approximate area of 49.140 acres of which approximately 158,700 square feet, or 3.643 acres, is wetland. It has frontages of 1,472.57 feet on New Suffolk Avenue, 1,275.88 feet on Hall's Creek (a.k.a.14ud Creek), 217.23 feet on Great Peconic F3ay, 298,55 feet on Deep Hole Creek (a.k.a. Willis Creel;), and 1,677.9'l feet nn Dredged Creek (arrn of Deep Hole Creek). New Suffolk Avenue is a two lane macadam road. All of the creeks are shallow. The property is irregular in shape. The east side of the property is gently rolling, wooded, and has a dirt road which runs parallel to Hall's Creek. A macadam road with privet hedges and maple trees on either >ide bisects the property. There are generally level overgrovan fields on either side of the macadam road. A dirt road runs parallel to the macadam road at its southern end, then runs northwest to New Suffolk Avenue. There are privet hedges along the entire length of the New Suffolk Avenue frontage. Tile west side of the property is wooded along the Dredged Creek Frontage. fhe frontage along Peconic F3ay is slightly rolling and approximately five feet above sandy beach. The property is improved with a t~,vo story frame i~arn uvith an attached 1z story apartment, three detached sheds, a garage, and a barn. As prescribt:d in "Subdivision Analysis", an educational memorandum of the American Institute of Real Estate Appraisers, "adding the value of existing improvements to the land value when such improvements are not consistent with future use and/or market data" is an unacceptable technique. ''Addition of improvement value under these circumstances violates the principles of contribution, consistent use, and highest and best use." Therefore, these improvements will not he considered or applied to the final valuation estimate. - 8 - 1 SKETCH OF SUBJECT pR ' OPERTY ' o n c M 1 A ' NCN S(/fIOL~ p ~ O v ' `rfl . o ~ a ~ g\ s o °o v ~ A A A A v n ~ t ` ~ W ~ 2 'V~ p ~ O ~ ~ n ~ O ~ ~ w1 V (i ~ a~ ~ ~ q ~ ~ ~ ~ 1' i i zg6. R ` ~ , a ~1', v N 69 z ~ ~ ~ a 1 t r ~ ~ ~ I OF ~ ~ ,1 ~r~'i~~ J Rr Z~9~gfr y~~g9 ~ ' jy3~9 C7f fF? I ~ - ,,'io,~3A i i / FAY i J - 9 DESCRIPTION OF SUBDIVIDED SUBJECT PROPERTY The subject property is located at the south side of New Suffolk Avenue in the Hamlet of Mattituck, Town of Southold, County of Suffolk, New York. "Harbor View" has an approximate gross area of 49.L40 acres, of which approximately 158,700 square feet, or 3.643 acres, is wetland. It has frontages on vew Suffolk Avenue, Hall's Creek, ;rent Peconic Bay, Deep Hole Creek, and Dredged Creek. New Suffolk Avenue is a two lane macadaun road. All of the creeks are shallow. As subdivided, the subject property will consist of a central wxtee supply area (plots 1 and 2), 2 drainage areas, a Peconic Bay community beach with access, and 38 plots for residential development. There will be a drainage easement 12' in width along both sides of the new roads (Hall's Creek Drive, Meadow Beach Lane, Pasture Lane, and Willis Creek Drive). Each plot will provide for its own sewage disposal system with a 900 gallon septic tank and 300 square foot side wall leaching pool(s). Plots 1-4, 6, 7, 20, 25-'27, 30, 31, and 33-40 will use a 1 pool system; plots 5, 8-li, 18, 19, 21-24, 28, 29, and 32 will use a 2 pool system; and plots 12-17 will use a :3 pool system. The average net or upland area for each of the 38 residential plots is approximately 42,59Fi square feet, with a range of from 31,924 to 61,365 square feet. The 38 residential plots are differentiated as follows: 8 plots with hall's Creek frontage ' 2 plots with Peconic Bay frontage 1 plot with Deep Aole Creek frontage 8 plots with Dredged Creek frontage 3 plots with New Suffolk Avenue frontage 13 interior plots According to the engineer's pond estimate (see page 45), there will be approximately 5,000 linear feet of roads with curbs on either side, 17 catch basins (8' depth), 2 catch basins (4' depth), 2,325 linear feet of 18" diameter drainage pipe, vertical sand drains, 5 street signs, 3 dead end signs, wind 5 stop signs. Water supply for the suhdivision will be provided by a central water supply system located on plots 1 and 2. There will be 5,000 linear feet of G" water ;Hain pipe, 5 yard hydrants ' (map shows 5), and 2 fire wells. - 10 - SUBDIVISION MAP OF SUBJECT PROPERTY F: ~l it t 1`I I ~ ~ ~ I ~ ' i V 1 ~ ~ ~ I~ I 1 ~:1 - ~ 1 , I. ~ o ~ m I ~ 2 ~ i i i V fir- i ' I ~ ~ 1 I / ~ d ~I/ . 11' ~ f ' 1 i ,r ! ~ ~ Ala . ~ ,~I I ~ ~ f~ ' 1 ~ i r ' 1 I~ ! L ~ ~ ~ ~.l.' c i = ~ ; , 1 ~ \ ~ ~ ~ b ~ ~ ~ 1 ~ I ~ i Ip u ~ ~ ~ ! ~ 9i 1 1. j ' ~ I _ ~ ~ ? ~ i ' I ~ ~ L ~ f ~ 1' c ~ ~ ~ ~ ~ ~ i ~ ~ ~ A. i " ~ q I I 1 1~ I ~ I Z \ ~ F` ~ Y 1 ~ VV(~ 1 1 I 1 t~ Y ! T ~ I ~6[ ~ I ! Y pl ~-r'- ~ Y ~ i ' . ~ - - ~ 1t' ' - 11 - PHOTOS OF SUBJECT PROPERTY "7s .4 - i~~~' •4 ati 4'+~, ~ . may:.. ~ New Suffolk Avenue frontage looking west ~y f IC 7"'. x~ 4 ~ ~ ~F~ '~1 '~,a° J ' 1 New Suffolk Avenue frontage looking east - 12 - PHOTOS OF SUBJECT PROPERTY .:1-. t ~ 4~ L r~ ~ ~~#I Hall's Creek frontage looking sout4~ .fie,, w s-. k , } 5 e t ~ -i ~Y . ~ ~ k ~ ~ r v t ~ ~ sus "R~.V~-' ~ -2~-'i' • s 'F+&". f ~ t ' ;fir ~.tr ~ _ ~ - ~ f ~ sue' ~ ~ 1, _ E,' Uirt road running parallel to and west of Hall's Creek - 13 - g SUB3BC~ pg~pEg~Y P~IQTUS O a~X M~ - ~ :Y' y , ~ < ` ' t I Kt ~ ~ ~ A.. _ ~ north r ~ . ; ` road 1°okin~ via~adarn 4 1 ~ ? 4> ~ ?t cada'~' r°ad looking j~~ct'n West side °f ma _.~4" PBOTOS OF SUBJECT PROPERTY - Mouth of Hall's Creek . t . l~ii~ ~~'?_~_.a. f r. .rs > s. ~i'•. ~ i 4' _ r- }_.~i.S. _ Y 1 ~ [ ~ ~ -?,L•,~,~ + - w ~''C~. - _ = sa~ " r" ~ - - - - - - f - - Mouth of Deep ~~ole Creek - 15 - PaOTOS OF SUBJECT PROPERTY Y _ - - - ~ x-':.t. - - Peconic Bay frontage ! 4 y?~?fir F- ~j ~ + ~j, iA~~ % ter.' 1 ~ 7 ~ ~~~n f ;_:~~t slde of _'c:cotiic 3~y icon,xge :oolong iiot'ti~ - 16 P80TOS OF SUBJECT PROPERTY r ~ j ~ ~ ti~ t + ! , ,K. , ~ ~ .ra ~T'i - d? r~ it + r - it ~ '~i.~,:~ • ,3-^, ~ fir' d , ..~k ti t y yab a~i~ "h ~ ~ ~ } cep ~~+y~ ~ it,~~Vf`'y - mss- `q ~ • ~ ~ ' ~ - forth end of Dredged Creek r ,F •y _ , 1 1 !i rtffi~^~ - ' ~reuged Creek frontage looking SoutY~ - 17 - PHOTOS OF SUBJECT PROPERTY ,~:r y, <<~- Looking north from west side of Dredged Creek i , ~ j- .t~ .1` ' ~ ~ i~wrw.is:.'' .s X~ Looking south from west side of Dredged Creek - 18 - ' OWNERSHIP Mattituck Harbor Associates and Bay View Ventures, Ltd. acquired title to the subject property by virtue of a deed dated March 11, 1982 from H. Alvin Smith and Company, Inc., care of Richard J. Cron, Esq., Main Road, Cutchogue, ' New York, and Martin Suter, of New Suffolk Avenue, Mattituck, New York. The deed was recorded in the Office of the Clerk of Suffolk County on March 23, 1982 in Tiber 9158 of deeds at page 355. ' TA%E3 AND ASSESSED VALUATION ' The subject property is assessed by the Town of Southold as follows: Owner: Mattituck Harbor Associates do another c/o Anthony T. Conforti, Esq. 739 East Main Street Riverhead, NY 11901 ' SCTM: District 1000; Section 115; Block 17; and Lot 17 The 1985 assessed valuation is: ' Land: $23,300 Total: $25,000 The 1985-86 real estate taxes are: $8,452.32 ZONIIiG ' The subject property is zoned "A" Residential-Agricultural by the Town of Southold, and this residential district permits single-family dwellings. The minimum ' requirements of this district were amended on May 17, 1983 as follows: Lot Area 80,000 square feet Lot Width 200 feet ' Lot Depth 400 feet Front Yard 50 feet Side Yard 30 feet (total of 50 feet) ' Rear Yard 75 feet Livable Floor Area 850 s.f. per dwelling unit Off-Street Parking 2 spaces ' Lot Coverage Maximum of 20% of lot area Building Height Maximum of 21r stories or 35 feet ' The subject property as subdivided does not conform to the requirements of this district. However, as per Section 100-31 B. (2) from the Code of the Town of Southold, the bulk and parking requirements for single-family dwellings as set ' forth in Column A-40 of the Bulk and Parking Schedule shall apply. The average plot in the planned subdivision conforms to the A-40 requirements. ' -19- ' ffiGBEST AND BEST USE ' Highest and Best Use is defined by the American Institute of Real Estate Appraisers as follows: "That reasonable and profitable use that will support the highest present value, as defined, as oY the effective date of the appraisal. Alternatively, that use, from among reasonably probable and legal alternative uses, found to be physically possible, appropriately supported, financially feasible, and which results in highest land value. ' The definition immediately above applies specifically to the Highest and Best Use of land. It is to be recognized that in eases where a site has existing improvements on it, the Highest and Best Use may very well be determined to be different from the existing use. The existing use will continue, however, unless and until land value in its Highest and Best Use exceeds the total value of the property in its existing use. Implied within these definitions is recognition of the contribution of that specific use to community environment or to community development goals in addition to wealth maximization of individual property owners. ' Also implied is that the determination of Highest and Best Use results from the appraisers' judgment and analytical skill, i.e., that the use determined from analysis represents an opinion, not a fact to be found. In appraisal practice, the concept of Highest and Best Use represents ' the premise upon which value is based. In the context of most probable selling price, (market value), another appropriate term to reflect Highest and Best Use would be most probable use. In the context of investment value, an alternative term would be most profitable use." The subject property is a 49.140 acre parcel of land zoned "A" Residentiel- Agricultural by the Town of Southold. The property owners have received preliminary approval for a major residential subdivision. Market research has indicated that as oY June 6, 1986, residential zoned acreage with waterfrontage was worth approximately $24,000 an acre. Therefore, as raw acreage, the subject property has an approximate value of $1,179,360. Market research has indicated that as an approved subdivision with all road ' improvements installed, the subject property has an approximate value of $4,030,000. Therefore, it is your appraiser's opinion that the Highest and Best Use of the subject property is as developed as a major residential subdivision. There ' currently is a market for improved plots in the vicinity of the subject property. ' -20- ' APPRAISAL PROCB33 ' An appraisal is an estimate of value. In arriving at an estimate of market value for the subject property, it is appraisal practice to assemble as much information from the market as is available and to properly utilize this information in forming the value estimate. There ' are three accepted methods for finding indications of value and the eventual development of a final value estimate. Each is based upon the principle of substitution. 1. Cast Approach ' 2. Market Data Approach 3. Income Approach The Cost Approach to Value is an estimate of the cost of purchasing a comparable site ' and reproducing the subject improvements. An estimate of the site value is first derived by a direct sales comparison of other similar sites which have sold in comparison to the subject site. An estimate is then made of the cost of reproducing the subject improvements at the date of the appraisal. From this cost is deducted the estimated loss in value through diminished ' utility such as physical deterioration, functional obsolescence, or locational obsolescence. The estimate of market value is the combination of the site value and value of the improvements including all site improvements. The Market Data Approach is a method of arriving at market value. The components of the definition of market value indicate the factors to be considered in attempting to estimate, from market data of sales of competitive properties, what the subject is most likely to sell ' for under specified market conditions. The Market Data Approach utilizes the sales of similar properties as the basis for an indication of value for the subject property. Direct comparisons are made between the sales and the subject on an item-by-item basis such as location, date of sale, conditions of sale, terms of financing, as well as physical characteristics. Adjustments are made to the sales price of each comparable property to arrive at an indication of what that property would have sold for had it been similar in all respects to the subject property. ' These adjusted sales prices are correlated into an indication of value. In most eases, there are more than one meaningful unit of comparison for any given type of property. The Income Approach to Value is an estimate which is made by estimating, by comparable ' rentals, the market rent which the subject property would command if rented on the open market at the date of the appraisal. Estimates are also made of the appropriate vacancy and expense ratios for the subject based on information developed from similar properties in the ' market. An indication of the net operating income which is attributable to the subject is developed. This indicator is the basis for any of the capitalization techniques, regardless of which one is indicated by the type of property or investor. The rate of return on investments ' in similar type properties is derived from the market, and this rate, combined with the mortgage constant times the value to loan ratio, will give a weighted average; from the weighted average credit for an equity build-up is subtracted and adjustment is made for appreciation or depreciation if required; this will give an overall rate which is used to capitalize the ' indicated net income into an indication of value by the Income Approach. After arriving at an indication of value by the three approaches, these are correlated into ' a single conclusion of value. ' - 81 - ' INDICATBD WATERFRONT ACREAGE VALUE - MARHET DATA APPROACH ' Four sales of acreage with waterfrontage zoned "A" Residential-Agricultural by the Town of Southold will be compared to the subject. The adjustments to the sales prices are as follows: Sale #WAl Sale #WA2 Sale #WA3 Sale #WA4 Date of Sale 7/30/85 7/3/85 4/25/85 12/23/85 Land Area (acres) 49.6 47.5 60.8 14.2 ' Waterfrontage (feet) 1,500 451 1,534 1,013 Purchase Price $900,000 $750,000 $999,000 $500,000 Price Per Acre $18,145 $15,789 $16,431 $35,211 ' ADJUSTMENTS (PER ACRE): Time +3,875 +3,618 +4,621 +4,035 Land Area - 0 - - 0 - - 0 - -7,042 ' Road Access - 0 - +1,579 - 0 - -8,803 Waterfrontage +1,815 +3,947 +1,643 +3,521 ' Net Adjustments +5,690 +9,144 +6,264 -8,289 INDICATED VALUE: $23,835 $24,933 $22,695 $26,922 CORRELATION Your appraisers have utilized four sales of comparable waterfront acreage property in ' proximity to the subject. The sales were adjusted for time, land area, road access, and waterfrontage. All of the sales occurred prior to the appraisal date, so they were positively adjusted by the annual rate of 25% to reflect their value appreciation. Market research indicated that an annual appreciation rate of 25% was applicable for property with waterfrontage. ' Sale #WA4 has a land area of 14.2 acres, while the subject's land area is 49.140 acres, so it was negatively adjusted by 20% to reflect the fact that small parcels of land sell for a higher price per acre than larger parcels. Sale #WA3 has a larger land area than the ' subject, but not enough to warrant an adjustment. Sales #WAl and #WA2 are comparable to the subject, so no adjustment was necessary. Sale #WA2 has a long, narrow rectangular shape with only 537 feet of frontage on ' Oregon Road, so it was positively adjusted by 10% to reflect its inferiority. Sale #WA4 has less road frontage than the subject, but its ratio of road frontage to land area is much greater, so it was negatively adjusted by 25% to reflect its superiority. Sales #WAl and ' #WA3 are comparable to the subject, so no adjustment was necessary. All of the sales have less waterfrontage than the subject, so they were positively ' adjusted to reflect their inferiority. Sales #WAl, #WA3, and #WA4 were adjusted by 10%, and Sale #WA2 was adjusted by 25%. The range in value after the above adjustments were made was from $22,695 to $26,922 ' per acre. It is your appraisers' opinion that the Fair Market Value of the subject property as raw acreage by the Market Data Approach as of June 6, 1986 is: ' $24,000 per acre X 49.140 acres = $1,179,360 ONE MII,LION ONE HUNDRED SBVBNTY-NINE THOU3AND THREE HUNDRED SIXTY DOLLARS ' -sa- MARHET DATA SALE #WAl LOCATION: Peconic, New York SCTM: 1000-86-1-9 GRANTOR: Anna V. Fiore, et al. DATE OF SALE: 7/30/85 75 Down East Lane Southampton, NY 11968 DEED RECORDED: 2/4/86 Liber 99?2 at page 434 GRANTEE: Richmond Creek Associates 29 Park Avenue D/S: $3,600.00 Manhasset, NY 11030 A major subdivision was given LAND AREA: 49.6 acres sketch approval (42 one-acre plots) on July 2, 1985. WATERFRONTAGE: 1,500 feet A,b ~I o ~ ,ou r CONSIDERATION: $900,000 ~,rt A~ ~ ~ ~Q h CONSIDERATION PER ACRE: $18,145 ~ ~'n ~ iy ZONING: "A" Residential-Agricultural ~ ASSESSED VALUATION: Land $13,600 (1985) Total $21,800 n ~ o ~ W ~ d v Y. A ~ o MCI Z , ~ wk~ 1 <s, I``d .,~5 ZIl i~~~ J i~ 1' s14~' 'd ' 1 L. ~ ir.~iy~c ~r ~c G C ~}I. {~t ~ .per t"~7 t y r!~ -23- MARKET DATA SALE #WAZ LOCATION: Mattituck, New York SCTM: 1000-95-1-3 GRANTOR: Noble Vineyards Ltd. DATE OF SALE: 7/3/85 c/o Wofsey, Certilman, Haft, Esgs. 71 South Central Avenue DEED RECORDED: 7/15/85 Valley Stream, NY 11580 Liber 9830 at page 461 GRANTEE: Rial Realty Corp. D/S: $3,000.00 20 Audrey Avenue Oyster Bay, NY 11771 After date of sale, owner filed for a minor subdivision of three LAND AREA: 47.5 acres two-acre waterfront plots on Long Island Sound. WATERFRONTAGE: 451 feet CONSIDERATION: $750,000 ~ . So ~ ~D CONSIDERATION PER ACRE: $15,789 ZONING: "A" Residential-Agricultural ASSESSED VALUATION: Land $17,900 ~ (1985) Total $21,900 a~ I~ ~I ~I F ~ 137 877' o i2 t G o T2 o.4O 1 - r a ~ - ~ Q ~ ~ ~ { ! al i ~ r i i l1' L ~ . ~ ` ` I~_,i4• ~ i~'C ~3i! ~y~, a~ f ~Y`', ~t`~`s~. . ~r ~aYh_~,~. s..~"'~4,r~ti~i'! - y. * ,fir r1~ fh a w. ~ v iAc TY' _ 8 752;140 ' ; S'~•-^ -24- MARKET DATA SALE #WA3 LOCATION: Southold, New York SCTM: 1000-56-1-2 GRANTOR: Alvin Chumsky, et al. DATE OF SALE: 4/25/85 764 Imperial Drive Baldwin, NY 11510 DEED RECORDED: 5/22/85 Liber 9795 at page 392 GRANTEE: Bayview Land Corp. 120 Mineola Boulevard D/S: $3,996.00 Mineola, NY 11501 Major residential subdivision LAND AREA: 60.8 acres with a total of 37 one-acre plots (Section One under WATERFRONTAGE: 1,534 feet development, Section Two has sketch plan approval). CONSIDERATION; $999,000 ~ ~c CONSIDERATION PER ACRE: $16,431 CSC N ZONING: "A" Residential-Agricultural 3 e~' I~ ASSESSED VALUATION: Land $18,800 (1985) Total $18,800 _ o - _ N a - - - _ ~ N v. - ~ r~z' f~, .ate .~'L~"~w~... _ ~[~L~ ~ ~ ^r ¦ .T 73' -25- MARHET DATA SALE #WA4 LOCATION: Cutchogue, New York SCTM: 1000-116-1-8 GRANTOR: Mary M. Kelleher ~ Sarah Moore DATE OF SALE: 12/23/85 Suffolk Avenue Cutchogue, NY 11935 DEED RECORDED: 1/15/86 Liber 9957 at page 183 GRANTEE: Winds Way Building Corp. 1020 Glen Road D/S: $2,000.00 Southold, NY 119? 1 Property has frontages of 1,243 LAND AREA: 14.2 acres feet on Linden Avenue, which is an improved road, and 920 WATERFRONTAGE: 1,013 feet feet on The North Fork Country Club. CONSIDERATION: $500,000 6 `~'S CONSIDERATION PER ACRE: $35,211 ZONING: "A" Residential-Agricultural ~~51 ASSESSED VALUATION: Land $4,000 \ (1985) Total $4,100 ~ ~ N ~ w ~ ~ ~ \ ~L . ~'1 2~L t - 3 < ~ `fin ~ ~`1 ~ ayt+F !r ice" F ~ ~ ~}~e~~,~ s ~ J F -'t. Y ~ y~4 1, ~ s .l.,a'' p,~~ i+ ~ ` -26- ' LOCATION E~AP OF COMPARABLB WATERFRONT ACREAGE SALBS 1 1 i <~`~jt y , , ~ , 'i.. ' ~ as so~?nnu ' ~-.l _ ` .a -~F~ .S/, ~ ~~L~>, yam' w y~, ,y;may ''~1 ~i.'4 ~ I f .'t 1.. 'v y .+L' `1~-I ~r~ ' ` ~t ` I hmnie y ,T. ~ ~ti~~ c~ 1 L``~~ 1 1 1 1 -37- 1 IIiDICATED BAYFRONT PLOT VALUE - MARKET DATA APPROACH Four sales of bayfront plots zoned "A" Residential-Agricultural by the Town of Southold will be used to arrive at an indicated plot value for the subject's two bayfront plots. The adjustments to the sales prices are as follows: ' Sale #BPl Sale #BP2 Sale #BP3 Sale #BP4 Date of Sale 2/14/86 10/1/84 10/17/85 10/8/84 Plot Size (s.f.) 65,340 33,750 43,220 43,190 Waterfrontage (ft.) 100 100 109 239 Location Peconic Southold Greenport Orient Purchase Price $215,000 $215,000 $170,000 $150,000 ADJUSTMENTS: Time +16,797 +90,703 +27,448 +62,500 ' Access +10,750 - 0 +170000 +150000 Location - 0 - - 0 - Buildable Area - 0 - - 0 - +17,000 - 0 - ' Net Adjustments +27,547 +90,703 +61,448 +77,500 INDICATED VALUE: $242,547 $305,703 $231,448 $227,500 CORRELATION Your appraisers have utilized four sales of comparable bayfront plots in proximity to the subject. The sales were adjusted for time, access, location, and buildable area. It appears that plot size has no bearing on purchase price as long as the plot is buildable, so ' no adjustment was made for plot size. All of the sales occurred prior to the appraisal date, so they were positively adjusted ' by the annual rate of 25% to reflect their value appreciation. Market research indicated that an annual appreciation rate of 25% was applicable for bayfront plots. ' Sale #BP1 is located on a gravel road off of a narrow private road, so it was positively adjusted by 5% to reflect its inferior access. All of the other sales are located on improved roads, so no adjustment was necessary. ' Sale #BP3 is located in Greenport, and Sale #BP4 is located in Orient, so they were positively adjusted by 10% to reflect their inferior location. Sale #BPl is located in Peconic, and Sale #BP2 is located in Southold. These two locations are comparable to Mattituck, so ' no adjustment was necessary. Sale #BP3 is bisected by Gull Pond Inlet, which reduces its buildable area, so it was positively adjusted by 10% to reflect its inferiority. All of the other sales are comparable to ' the subject's two plots, so no adjustment was warranted. The range in value after the above adjustments were made was from $227,500 to 305,703. ' It is your appraisers' opinion that the Fair Market Value of a bayfront plot on an improved road by the Market Data Approach as of June 6, 1986 is: ' TWO HUNDRED FORTY THOUSAND DOLLARS ($840.000) -28- MAKHET DATA SALE #BPl LOCATION: Peconic, New York SCTM; 1000-98-3-17 GRANTOR: Ernest L. Sauer, ux. DATE OF SALE: 2/14/86 55 Dorchester Road Smithtown, NY 11787 DEED RECORDED: 3/3/86 Liber 9988 at page 416 GRANTEE: Margaret A. McGwire 915 Witherbee Court D/S: $860.00 Pelham, NY 10803 Dwelling under construction PLOT SIZE: 65,340 square feet since date of sale. WATERFRONTAGE: 100 feet CONSIDERATION: $215,000 N ZONING: "A" Residential-Agricultural C6 ASSESSED VALUATION: Land $2,200 a w (1985) Total $2,200 ~ moo, ~ ~ ~ ~ D FiM ~R~p~ r, ~G r D I~ V ~O J i. i x ..rsaswr.~..,. ~ . ~ , ~ ~ ^i r c) -29- MARKET DATA SALE #BP2 LOCATION: Southold, New York SCTM; 1000-66-2-44 GRANTOR: Joseph J. Grillo, ux. DATE OF SALE: 1011184 54 Elm Tree Lane Jericho, NY 11753 DEED RECORDED: 10/11/84 Liber 9fi56 at page 429 GRANTEE: Iiarriet Freedman 2030 Leeton Drive D/S: $860.00 Southold, NY 11971 Improved with a two story PLOT SITE: 33,750 square feet frame dwelling since date of sale. WATERFRONTAGE: 100 feet ~ N~PPo a~~M~ W ~ CONSIDERATION: $215,000 Q -J ZONING: "A" Residential-Agricultural ' it' Row ASSESSED VALUATION: Land $2,000 7 (1985) Total $2,000 ~'j v ~ ~ ~ ~ S oo • ~ ~o v TIFF o D ~3t A y ~ 1~ t 1 ' ~ ~ ~ 4 yi iyp p7 ~ ° vy, r ' ' ~~"Lt'~ ~ , T~ h ~='":lid" r 1 1 . 1 ~ ~ ~ - _ , .r.- ,~,,,.f - - -30- MARKET DATA SALE #BP3 LOCATION: Greenport, New York SCTM: 1000-43-5-7 do 21 GRANTOR: William H. Price, ano. DATE OF SALE: 10/17/85 1345 Long Creek Drive Southold, NY 11971 DEED RECORDED: 12/6/85 Liber 9930 at page 321 GRANTEE: John Racanelli 329 Massapequa Avenue D/S: $680.00 Massapequa, NY 11758 Improved with a two story PLOT SIZE: 43,220 square feet frame dwelling since date of sale. WATERFRON'CAGE: 109 feet I CONSIDERATION: $170,000 -~"-"NMq~^S ~r ~vC ~ ~ / Q ZONING: "A" Residential-Agricultural 1V ~ ~ , ~ ASSESSED VALUATION: Land $1,000 ~ rs, ~ W (1985) Total $1,000 2 - y~~, ~ ~ ~ ~ N D ] p~ e ~ ~ _ - - - _ ~ , . . 1 ~ h \ x _ _ ~ y~1v f r. ~ Y - 31 - Rr"eAIZKET DATA SALE #BP4 LOCATION: Orient, New York SC'TM: 1000-31-14-12 GRANTOR: Frank Gillespie DATE OF SALE: 10/8/84 lI6 Montauk Highway P.O. Box 200 DEED RECORDED: 10/24/84 Islip, NY 11751 Liber 9664 at page 587 GRANTEE: Irene McKasty D/S: $600.00 6 Fireplace Roed Brookhaven, NY 11719 Improved with a frame dwelling since date of sale. PLOT SIZE: 43,190 square feet a e WATERFRONTAGE: 239 feet q ~ ~ a CONSIDERATION: $150,000 ~ ~ ~ ZONING: "A" Residential-Agricultural ~ ~.l'~. - ASSESSED VALUATION: Land $6,100 (1985) Total $6,200 ~ ~ ~ ~ ~ N `L i9s- n - _ -32- YF~~ pypT gN'ES MPA~~LS ~ L~CA~pK CAB ~g CA Spte 8pµ N ~SA~ gP3 L M•w h J, ~ /M ~YOI MIkuMNt 11 WMy YY 4w tiY1 YI Mrw M 1 CARDlN£RS 8AY D 'O~r MaAu N r. ~ w c5'n ~yD ~ ~ AtE , ~ ;f ° °a rf 1 rw? e ` • • ~b w ~PZ ,w~ .ra I ~ VN }lam + MME ~ !w?.rw ` li NOYACK dAY ~ 6 w. ' ~ V f r 1/ bYA Y?I/ Q~ CMMI ~Y • ~ ~ t~ r,w.~ tt'[ ty ,~j p T PEGONIG 8AY 33 _ ' INDICATED CREEHFRONT PLOT VALUE - ~ARHET DATA APPROACH ' Four sales of creekfront plots zoned "A" Residential-Agricultural by the Town of Southold will be used to arrive at an indicated plot value for each of the subject's 17 ereekYront plots. The adjustments to the sales prices are as follows: ' Sale #CP1 Sale #CP2 Sale #CP3 Sale #CP4 Date of Sale 12/13/85 5/22/85 11/15/85 11/15/85 ' Plot Size (s.f.) 44,945 22,275 50,490 52,270 creekfront Quality Superior Superior Inferior Interior Purchase Price $127,500 $115,000 $93,500 $89,000 t ADJUSTMENTS: Time +15,273 +29,948 +13,148 +12,518 ' creekfront Quality -12,750 -11,500 +9,350 +8,800 Net Adjustments +2,523 +18,448 +22,498 +21,416 ' INDICATED VALUE: $130,023 $133,448 $115,998 $110,416 CORRELATION Your appraisers have utilized four sales of comparable creekfront plots in proximity to the subject. The sales were adjusted for time and creekfront quality. It appears that plot ' size has no bearing on purchase price as long as the plot is buildable, so no adjustment was made for plot size. ' All of the sales occurred prior to the appraisal date, so they were positively adjusted by the annual rate of 25% to reflect their value appreciation. Market research indicated that an annual appreciation rate of 25% was applicable for creekfront plots. ' Sales # CP1 and #CP2 have deep water creek frontage, superior to the subject, so they were negatively adjusted by 10% to reflect their superiority. Sales #CP4 have marshy creek frontage, inferior to the subject, so they were positively adjusted by 10% to reflect their inferiority. The range in value after the above adjustments were made was from $110,416 to ' $133,448 per plot. It is your appraisers' opinion that the Fair Market Value of a creekfront plot on an improved road by the Market Data Approach as of June 6, 1988 is: ONE HUNDRED TWENTY-FIVE THOUSAND DOLLARS 1 ($145,000) t ' -34- 1 11~ARKET DATA SALE ~CP1 t LOCATION: Mattituck, New York SCTM: 1000-106-6-25 GRANTOR: Robert Foudy DATE OF SALE: 12/13/85 ' 3121 N.E. 55th Court Fort Lauderdale, Fla. 33308 DEED RECORDED: 1/2/86 Liber 9948 at page 46 ' GRANTEE: Tovey C. Lesnikowski North Drive D/S: $510.00 Mattituck, NY 11952 Vacant plot on a dirt road. ' PLOT SIZE: 44,945 square feet yVATERFRONTAGE: 75 feet CONSIDERATION: $127,500 ZONING: "A" Residential-Agricultural ' ASSESSED VALUATION; Land $2,000 (1985) Total $2,000 N ~ v ~ 'Q .r'i 4 ~ i, Y ' 'r-6 ~ ~ ^ ~ W 2 r~ o ~ 1J ' fir' A y e s A ~ c. „F3 ^ ~ ~ ~ F. ~u ,Y .j '~T~~y . ' 1 1 a'f may' ' ~ ,{r ::.u~ ~ar'~ - 35 - ~ 1 MARKET DATA SALE #CP2 ' LOCATION: Mattituck, New York SCTM: 1000-113-4-7 ' GRANTOR: C. Raymond Radigan DATE OF SALE: 5/22/85 6 Tenth Avenue Farmingdale, NY 11735 DEED RECORDED: 5/30/85 Liber 9800 at pale 111 ' GRANTEE: Paul Galgan, ux. 4 Ferncliff Road D/S: $460.00 Huntington, NY 11740 ' Vacant plot on an improved PLOT SIZE: 22,275 square feet road. WATERFRONTAGE: 120 feet ' ~,D CONSIDERATION: $115,000 ' ZONING: "A" Residential-Agricultural ~ ? L~ .TA c K s 1 ~ wD~ uG ASSESSED VALUATION: Land $2,400 B~ • 1 co' ' (1985) Total $2,400 ' ~ P a ~ ~zo~ ~ ~ow,g.~Af eetF~ t ~ F ' r C~ - u fi } s ~ry-I• 1 ~lll lL u r.}f'k~ '+Ik yyam~[` 7 ~ _ V 0:: :.d. ~-'y. : f' ~ - . 4,' :x nr~' 4~ 'b 1 is .i ~ 1 -36- MARKET DATA SALE I~CP3 ' LOCATION: Mattituck, New York SCTM: 1000-100-3-10.13 GRANTOR: James Del Giorno, ux. DATE OF SALE: 11/15/85 33-46 163rd Street Flushing, NY 11358 DEED RECORDED: 1219185 Liber 9931 at page 308 GRANTEE: Joseph Policano, ux. 90 Stratford Road D/S: $374.00 W. Hempstead, NY 11552 Vacant plot on an improved PLOT SIZE: 50,490 square feet road. WATERFRONTAGE: 120 feet N~Qgon !}v~: i CONSIDERATION: $93,500 e ZONING: "A" Residential-Agricultural r ~ ~ N ASSESSED VALUATION: Land $1,400 _ ~ (1985) Total $1,400 1j a r 3~` m ~ o a c D 1 A rn ' s .mot t.~. ~ Y1. . Z ,mY , i~ j ci' ~ ..r - ~ s. ~ ~ v .rte L^r L: +l1Mi"~ `J~~ t ~ , f.. ' ~ =,rr ~ r F~: ~ rW t ~ ~ ~ Wit'. ~ ~ ~ . °''~i=`- - 4 Ci t y' ,.iy,, . _ -37- ' MARKET DATA SALE #CP4 LOCATION: Mattituck, New York SCTM: 1444-104-3-10.14 GRANTOR: Cyd U. Branciforte, ano. DATE OF SALE; 11/15/85 ' 105 Nassau Court Rocky Point, NY 11778 DEED RECORDED: 11/26/85 Liber 9923 at page 598 t GRANTEE: William H. Price Jr., ano. 2074 Bourbon Lane D/S: $356.00 Southold, NY 11971 Dwelling under construction PLOT SIZE: 52,270 square feet since date of sale. WATERFRONTAGE: 11U feet CONSIDERATION: $89,000 ZONING: "A" Residential-Agricultural 3 ASSESSED VALUATION: Land $1,400 j 3Q.°' Fr ~iEU ~qrf (1985) Total $1,400 ~ , ' ~ ~ Q o, v M ~/O~ ~ 2~~K MATT ~-f~JC /c _ . . ~ t. 'f ~ ' ._r? ~ ' r ~a ~ , R~ r ~ R i . ~ ~ arraae~ n ~ rv~~ ; - ~1 f ~ T ~ ~ t. Y y~£1~;"`j, ~ i. ~'-~E4 _ 'fit 1 y F.._ - - -y.~ _ .Y~ - _ 1 r -38- - . - PLOT SALE' Cp~YAgABL$ CBSSSFBOKT L~A~?LpN SAY OF ' Duct Pond ~ 9~U~9 sy~ yQ~~ i 4. +x4t~~t ~~Gp.l ~ OaiGON O .a k''F rry`.~ T c..c r~ . G9~ 4 ~.~y~ ' ~ T„~ ~ y ~ ~ p l`~~ 1193. G ti , a ' ~ Q s 1 GP 57 ~ ` a. e M}TTIT~U~K ` r3 j ' a,,, . r~I s~' ~ ~ r MAItJT~ Ct ' ryY t~ d'" - XIRP~RT .....7. ~F'1 ~ • ~ , ~ Ih4 Li ~ ~gTtG~G0~10. wnar ~ r ~6' .w BJE~ ~aP,. u .`tea ,~a~~+rt~ GgEaT PECONI,G BAY r Nye^~ + ~,D niwo~K i 5 ,t. 6 ~ ~ ~ ~ g•? ~ ~ ~ ~~~q~, ~ w~ ~ ~ . 38 1 ~ ~ DIDICATED INTERIOR PLOT VALUH - MARKET DATA APPROACH ' Four sales of interior plots with beach rights zoned "A" Residential-Agricultural by the Town of Southold will be used to arrive at an indicated plot value for each of the subject's 19 interior plots. The adjustments to the sales prices are as follows: ' Sale #IPl Sale #IP2 Sale #IP3 Sale #IP4 Date of Sale 2/14/86 7/8/85 3/7/85 12/28/84 ' Plot Size 26,160 41,400 25,000 32,210 Location Mattituck Bayview Mattituck Mattituck Purchase Price $70,000 $58,000 $52,500 $89,800 ' ADJUSTMENTS: ' Time +4,375 +10,633 +13,125 +20,068 Net Adjustments +4,375 +10,633 +13,125 +20,068 ' INDICATED VALUE: $74,375 $88,633 $65,625 $89,868 CORRELATION Your appraisers have utilized four sales of comparable interior plots with beach rights in proximity to the subject. The sales are very comparable to the subject, so the only ' adjustment required was for time. Though the sales differed in plot size, it appears that plot size has no bearing on purchase price as long as the plot is buildable. All of the sales occurred prior to the appraisal date, so they were positively adjusted ' by the annual rate of 20% to reflect their value appreciation. Market research indicated that an annual appreciation rate of 20% was applicable for interior plots with beach rights. ' The range in value after the above adjustments were made was from $65,825 to $89,868. It is your appraisers' opinion that the Fair Market Value of an interior plot on an improved road with beach rights by the Market Data Approach as of June 6, 1986 is: ' SEVENTY-FIVE THOUSAND DOLLARS (;75.000) 1 t 1 -40- 1 ' 1VlARKET DATA SALE #IP1 ' LOCATION: Mattituck, New York SCTM: 1000-99-3-4.10 GRANTOR: Walter Gatz DATE OF SALE: 2/14/86 ' Sound Avenue Mattitucl~, NY 11952 DEED RECORDED: 2/26/86 Liber 9985 at page 536 ' GRANTEE: William J. Walters, ux. The Long Way D/S: $280.00 East Marian, NY 11939 Vacant plot on an improved road ' LAND AREA: 26,160 square feet and being cleared for development. CONSIDERATION: $70,000 ' ZONING: "A" Residential-Agricultural ASSESSED VALUATION: Land $500 ~____J V, ' (1985) Total $500 L ~ o y D S L i4 ~l ~ Q /09' 3y3' u 1 ~ ~ ~ ~ ~ ~ ~ ' t~ 9' 1 4 ~ 1 ~ ~ i ~ 1 1 ~ w - w ~ ~ w rr _ ~ s ~ ~ r ~ jai - ~ ~ ~ ~ mod, r~F ' - 41 - 1 ' MARKET DATA SALE #IP2 ' LOCATION: Rayview, New York SC'I'M: 1000-?9-4-17.8 GRANTOR: Frederick and llarold Reese DATE OF SALE: 7/8/85 ' 855 Sunrise Highway Lynbrook, NY 11563 DEED RECORDED: 7/19/85 Liber 9835 at page 101 ' GRANTEE: Ryck A. Koke Schooner Drive D/S: $232.00 Southold, NY 11971 Vacant plot on an improved ' LAND ARF..A: 41,400 square feet road. CONSIDERATION: $58,000 ' ZONING: "A" Residential-Agricultural ~ .c1 e Ho IZ ~-~4kt ~ ASSESSED VALUATION: Land $1,000 (1985) Total $1,000 ~ I~ r ' I ~ r~ ' oZ o 2 y. ~ nnJ++ ' ~ I ~ V ~9~ 1 . 1 " j ~t S.I 3' U..7 ~ ~ a y '4 . i ~ 1 A~ ~ SIG-v,, ~ tj:~~ 1y:trk~" ~ ~K.. ° ~ 1 ' -42- ' MARKET DATA SALE #1P3 LOCATION: Mattituck, New York SCTM: 1000-99-3-4.14 GRANTOR: Walter Gatz DATE OF SALE: 3/7!85 t 1800 Sound Avenue Mattituck, NY 11952 DEED RECORDED: 3112/85 Liber 9750 at page 458 GRAN'T'EE: John A. Hofer, ux. 695 Theresa Drive D/S: $210.04 Mattituck, NY 11952 Improved with a frame dwelling LAND AREA: 25,000 square feet since date of sale. CONSIDERATION: $52,500 ' ZONING: "A" Residential-Agricultural ~ j ASSESSED VALUATION: Land $500 t (1985) Total $500 3 izs' ° a a 4 N ~ 7 ~~.r~ ~A/c~E c~gcN IND. t R • ' ~ywx ~ ~ ,,y ~;Y i rpy t~,~'ff `per t"., f y.; a.... a'~„ • . k ~ t ~ ' ~ Ar~'~ -43- MARKET DATA SALE #1P4 ' LOCATION: Mattituck, New York SCTM: 1000-99-3-4.11 GRANTOR: Richard Greenfield, ux. DATE OF SALE: 12/28/84 ' Soudview Avenue Southold, NY 11971 DEED RECORDED: 4/9/85 Liber 9768 at page 105 ' GRAN"TEE: P be C Construction, Inc. 117 Swan Lake Drive D/S: $156.00 Patchogue, NY 11772 Improved with a two story ' LAND AREA: 32,210 square feet frame dwelling since date of sale. CONSIDERATION: $69,800 CONING: "A" Residential-Agricultural ASSESSED VALUATION: Land $1,000 ' (1985) Total $1,000 ~ LLoyp'S ~~~C ~ ' ~ ~ W 5~~y' ~ ~o~ a ' ~ ~ N o h 1 ~g7• 1 'm'~: C. _ ` c 1 J - ? . x J Gy.#. . I ~ t .k C. I A eh. _ .Y ~r - - - t;' a ,ti ~'~''t1 Ft. ' -44- LOCATION MAP OF COMPARABLE JpTERIOR PLOT SALES I I ?Yt 1 sat nl ~ ~ ~ 0958 ,a'F 1 ~ O~~ • ~ ,5 , s i• U[ ~ R.. :,r, i952~ 11935 ~`1' ~(i\ ~ = 2 xoc xc<s [~,yT~i{ r 1 ' -45- 1 ~ LAWRENCE M. TLJTHILL JllN 10 1986 ' PROFESa/OVAL ENGINEER IN L[T LAN[ CXT. a RlENPORT, N.T. 11944 uwc[N w"wT 7-is as ' lane 9, 19~ Hr. Bennett Orloxitkl, Chairaan ' Southold Toxn P1anaing Board Southold, t1Y 119'!1 ' Rel Stiildivlaion ettitled "Harbor Viex" at Mattitxek C~entleani M7 eati¦at• for the boad for roads, rater eyatsE and Saproveaenta for thY above aeAtioacd aabdiriaioa Se as folloxal .Land clearing $ 5,000.00 ' Roagh grading 3,000 e~ ~ $ 9.oo/cr 9.000.00 Fine grading 5,000 if Q $ 2.00/lf 10,000.00 ' Snxfasing 5.000 if ~ $ 50.00/lf 250,000.00 C1¢ba - Rountable 10,000 If ~ $ 8.00/lf 80,000.00 Catch basiEa 8' depth 17 ~ $ 1,800.00 ea 30,600.00 4' 2 1,200.00 ea 2,400.00 ' Manholes 6 ~ $ 1,000.00 ea 6,000.00 Pipe 18" d1aR 2,325 mf $ 20,00/lf 46,500.00 End xalla ~ ~ $ 100.00 ea 900.00 Vertical Band drains ESccavation 400 ay ~ $ 4.00/cr 1,600.00 Fencing 1,000 if ~ $ 18.00 if 18,000.00 ' attrb 1, 000 if Q $ 8.00 if 8, OOO.OQ Sxale - loan reaoval & sand replaoement 18,000 ey e $ e.oo/ey 144,000.00 Pater eappl~ s~eteE 6" main 5,000 l.t ~ $ 12.00/lf 60,000.00 4" pipe 150 if ~ $ 8.00/lf 1,200.00 2~" ^ 800 u e $ 4.oo/lf 3,200.00 ' S card hJdranta B $ 600.00 ea 3,000.00 6 gate valves ~ $ $00.00 ea 9,000.00 pump house ~ equipment tiH§0,000.00 balkheading 8 Lf a'$ 100.00.1f 800.00 Seediag 6 acres M $ 2,000.00 per acre 12,000.00 Trees 30 ~ $ 80.00 ea 2,400.00 Sigga 5 street 3 dead end, 5 atop @ $ 100.00 ea 1,300.00 ' MonaEenta 50 ® 50.00 ea 2,500.00 Fire xells 2 ~ $ 3,000.00 ea 6,000.00 Administrative costa $5,600.00 ' Increase costa over 3 year period 140.000.00 $ 1,150,000.00 ' Reapgctifull~ EEbEitted, -46- 1~~~~yL ' SUBDIVISION VALUB ANALYSES ' The subject property is a 49.140 acre parcel of residentially zoned land which has received preliminary approval fora major subdivision with 38 plots. Since the property has preliminary approval for a subdivision, and no comparable sales of preliminary approved ' subdivisions were available, it was necessary for your appraisers to utilize two valuation methods as explained below: ' Method 1 ' In this method, waterfront acreage sales were utilized to determine the value of the raw acreage, and to this value was added developer's expected profit and estimated engineering and legal costs. Value of Raw Acreage (49.140 acres X $24,000/acre) $1,179,360 ' Developer's Profit (20% of $1,179,360) + 235,870 Engineering and Legal Costs 200,000 INDICATED VALUE OF PRELIMINARY APPROVED SUBDIVISION $1,615,230 Method 2 In this method, the gross value of acre plots on improved roads was first determined by utilizing comparable sales of bayfront, ereekfront, and interior plots. From this value, expenses ' were subtracted to arrive at the net before return on capital and profit. Assuming a 4 year holding period, the net amount was divided by 4 and multiplied by the Present Worth of 1 ' Per Period factor at 9.5%, 4 years. The result of this computation was then divided by 1.20 to reflect the developer's profit and arrive at an indicated value of the preliminary approved subdivision. Expenses included development costs (see page 46), estimated engineering and legal costs, overhead, management fees, and real estate taxes. Actual rounded real estate ' taxes were used for the first year. The current mill rate of approximately $313 per $1000 of assessed valuation was applied to the anticipated increase in the subject's assessed valuation. Long Pond Estates, Section One was used as a model for the expected assessed valuation ' increase. Upon apportionment, assessment of plots in this subdivision increased from an average of $300 in 1985 to $1,400 in 1986 for interior plots, and from an average of $300 in 1985 to $2,075 in 1986 for waterfront plots. Assessment of recharge basins ($200 and $300), and a 2.8 acre park ($800) remained the same. Using these figures as a basis, the subject's second ' year assessed valuation was estimated to be $67,000, which indicates real estate taxes of $20,970. It was assumed that 40% of the plots would be sold during the second year, 30% ' during the third year, and the remaining 30% during the fourth year. -47- 1 ' Method 2 (continued) Gross Value of Plots: Bayfront (2 X $240,000) $480,000 Creekfront (17 X $125,000) 2,125,000 ' Interior (19 X $75,000) 1,425,000 $4,030,000 t Expenses: Development Costs $1,150,000 Engineering and Legal Costs 200,000 Overhead (5% of $4,030,000) 201,500 Management ($15,000/yr for 4 years) 60,000 Real Estate Taxes (1985/86) 8,450 (1986/87) 20,970 (1987/88) 12,580 (1988/89) 6 290 1,659,790 - 1,659,790 Net Before Return on Capital and Profit $2,370,210 PW of 1 per period factor for 4 years, 9~%, is 3.2045 Average Annual Return 1 $2,370,210/4 years = $592,550 Present Worth of Capital and Profit $592,550 X 3.2045 = $1,898,825 ' 20% Profit $1,898,825/1.20 = $1,582,355 INDICATED VALUE OF PRELIMINARY APPROVED SUBDIVISION $1,582,355 ' Method 1 indicated a value of $1,615,230 for the preliminary approved subdivision, while Method 2 indicated a value of $1,582,355. It is your appraisers' opinion that the Fair Market ' Value of subject property as a preliminary approved major subdivision as of June 6, 1986 is: ' ONE MII.LION SI% HUNDRED T90USAND DOLLARS (;1.800,000) I -48- RECONCILIATION AND CONCLUSION OF VALUE ' Indicated Value of Raw Acreage $1,179,360 Indicated Value of Preliminary Approved Subdivision $1,600,000 Indicated Value of Developed Plots $4,030,000 ' The subject property is a 49.140 acre parcel of residentially zoned land which has received preliminary approval for a major subdivision with 38 plots. No comparable sales of preliminary approved major subdivisions were available, so it was necessary for your appraisers to utilize sales of waterfront acreage to establish ' the value of the subject property as raw acreage, and to utilize sales of bayfront, creekfront, and interior plots to establish the value of the subject property as an I approved subdivision with all road improvements installed. Once the values as raw acreage and as developed plots were determined, it was necessary to adjust 1 these values to reflect the fact that the subject property is worth more than raw acreage, but less then an approved major subdivision. These values were adjusted as explained in the two methods of the Subdivision Value Analysis on the preceding two pages of this report. Both methods assumed developer's profit of 20% and engineering and legal costs of $200,000. ' Method 1 utilized the raw acreage value and added the developer's profit and estimated experienced engineering and legal costs to this value to arrive at the indicated value of the subject as a preliminary approved subdivision. Method 2 utilized the gross value of the developed plots as a base, and from this base value expenses were subtracted, indicating the net before return on capital and profit. A four year holding period was assumed, so the net was divided by four to indicate the average annual return. A discount rate of 9.5% was applied to I the average annual return to determine the approximate present worth of capital and profit. This present worth value was negatively adjusted by the expected I 20% developer's profit to arrive at the value of the subject property as a preliminary approved subdivision. ' As indicated by both Methods 1 and 2, as of June 6, 1986, it is your appraisers' opinion that the Fair Market Value of the subject property as a preliminary approved subdivision is: ONE MII.LION SI% HUNDRED THOUSAND DOLLARS I (;1,600,000) ' -49- ' QUALIFICATIONS OF THE APPRAISER ' Thomas d. Gorman has been actively engaged in appraising dwellings, farms, acreage, automobile service stations, and commercial properties for the past thirty ' years. The properties appraised have been located primarily in Nassau and Suffolk Counties, New York. ' He is a principal of Gorman do Associates, Love Lane, Mattituek, New York. This firm was organized in 1953 and has been actively engaged in general real estate brokerage specializing in the assembly of large tracts of residential acreage for major home builders throughout Suffolk County. In addition, he has personally engaged as a principal in all types of real estate development in the land and improvement field. The personal experience gained in the real estate brokerage and development fields has enhanced his ability of appraising land, dwellings, construction costs, special uses such as service stations, shopping centers, fast food restaurants, and single purpose office buildings in the Long Island area. On a fee basis he has appraised for, and been accepted as a qualified appraiser by attorneys, estates, Surrogate Courts, Internal Revenue Service, N.Y.S Court of Claims, N.Y.S. Public Service Commission, and other clients including: County of Suffolk Incorporated Village of Greenport Equitable Life Assurance Society Homequity Incorporated Bank of Babylon CIT Financial Corporation National Bank of North America Suffolk County National Bank Atlantic Richfield Refining Company BP Oil Corporation Crown Central Petroleum Corporation ' Shell Oil Company Agway American Can Company General Motors Corporation Libbey-Owens-Ford, Incorporated New London Freight Lines, Inc. The Bridgeport-Port Jefferson Steamboat Company -50- He further has been retained for feasibility studies and site acquisitions by the following: Chevron Oil Company H.C. Bohack Grocery Company Howard Johnson Company Irving Trust Company King Kullen Grocery Company Shell Oil Company Universal C.I.T. Corporation U.S. Postal Service ' Prior to engaging in the real estate and appraisal business, he was employed by the Inter-County Title Guaranty Company for five years at duties which included title searching, tax searching, title closer, office manager, and Assistant Vice President. He is a member of the New York Society of Real Estate Appraisers (1958), ' and the Long Island Society of Real Estate Appraisers. ' Appraisal Courses: 1975 S. R.E.A. Course No. 101 - "An Introduction to Appraising Real Property" sponsored by the Society ' of Real Estate Appraisers. 1978 S. R. E.A. Course No. 201 - "Principles of Income ' Property Appraising" sponsored by the Society of Real Estate Appraisers. 1977 Narrative Report Seminar and R-2 Exam sponsored ' by the Society of Real Estate Appraisers. 1978 "Tax Considerations in Real Estate Transactions" ' sponsored by the Society of Real Estate Appraisers. -51- ' QUALIFICATIOIiS OF THE APPRAISER ' MICHAEL B. GORMAN Education: 1978 Purdue University - "Appraisal of Farm Real Estate." ' 1978 Purdue University - Bachelor of Science Degree in Agriculture. 1979 S. R.E.A. Course 101 - "An Introduction to Appraising ' Real Property" sponsored by the Society of Real Estate Appraisers, Long Island Chapter #201. 1981 S. R. E.A. Course 201 - "Principles of Income Property Appraising" sponsored by the Society of Real Estate Appraisers, Long Island Chapter #201. 1982 "Real Estate Salesperson Course" -sponsored by the Long Island Board of Realtors. ' 1983 "The Narrative Report Seminar" -sponsored by the Society of Real Estate Appraisers, Greater New York Chapter #3. ' 1983 "Real Estate Brokers Course" -sponsored by Southampton College. ' 1984 S. R. E.A. Course 102 - "Applied Residential Property Valuation" sponsored by the Society of Real Estate Appraisers, Long Island Chapter #201. Occupation: Real Estate Appraiser, Manager, and Investor ' Licensed Real Estate Salesman Affiociation Memberships: "Candidate Member -Society of Real Estate Appraisers." 1 t ' -52- ' CBETIFICATION ' The undersigned do hereby certify as follows: ' 1. We personally inspected the property on June 6, 1986. 2. We have no present or contemplated future interest in the real estate that is the subject of this appraisal report. 3. We have no personal interest or bias with respect to the subject matter of this appraisal report or the parties involved. ' 4. To the best of our knowledge and belief the statements of fact contained in this appraisal report, upon which the analyses, opinions, and conclusions ' expressed herein are based, are true and correct. 5. This appraisal report sets forth all of the limiting conditions (imposed by the terms of our assignments or by the undersigned) affecting the analyses, opinions and conclusions contained in this report. 6. No one other than the undersigned prepared the analyses, conclusions, and opinions concerning real estate that are set forth in this appraisal report. 7. The fee for this real estate appraisal report is not contingent upon the ' estimate of the value. 8. The real estate which is the subject oY this appraisal report was valued ' as of June 6, 1986. ' Thomas J Orman Appraiser ~ ~ Michael E. Gorman ' Appraiser 1 ' -53- ~ HENDERSON AND BODWELL CONSULTING ENGINEENS • WATER SUPPLY REPORT BAY VIEW VENTURES, LTD. MATTITUCR, LI • • • • JULY, 1983 • . RECEIVED BY SOUTHOID TOWN PIANNIN6 BOARD JUN ~ ~ 1 84 DATE ~ HENDERSON AND BOOWELL CONSULTING ENGINEERS TABLE OF CONTENTS • Pag e INTRODUCTION 1 REQUIRED QUANTITY OF POTABLE WATER 2 ~ STORAGE REQUIRED 2 WELL CONSTRUCTION 2 DISTRIBUTION SYSTEM 3 ~ PUMPING TEST 3 WATER QUALITY q DEPTH VS. NITRATE AND CHLORIDE 4 ~ BEFORE AND AFTER 8 HOURS PUMPING 5 , METALS, PESTICIDES, FERTILIZERS ~ DEPARTMENT OF HEALTH SERVICES 9 LETTER AND REQUIREMENTS OUTLINE OF PROPOSED TREATMENT 11 ~ SYSTEM DESCRIPTION AND OPERATIONAL GUIDELINES 12 WELL PUMP CONTROLS 12 SERVICE PUMP CONTROL 12 HYDROPNEUMATIC TANK 13 SPLITTER BOX 13 ~ NITRATE REMOVAL INVESTIGATION 14 NITRATE REMOVAL EQUIPMENT 14 GRANULATED ACTIVATED CARBON FILTERS 15 CHLORINATION 16 CORROSION CONTROL 16 QUALITY OF FINISHED WATER 16 SUMMARY 16 SKETCHES APPENDIX A-1 • ~ . • ~ HENDERSON AND BODWELL CONSULTING ENGINEERS SKETCHES LOCATION MAP OF WATER SUPPLY PLANT ~ TREATMENT PLANT PLAN 1 of 5 TREATMENT PLANT SECTION 2 of 5 WELL PUMP CONTROLS 3 of 5 ~ PRESSURE CONTROLS FOR HYDROPNEUMATIC TANK 3 of 5 SPLITTER BOX AND ORIFICE BOARD TABLE 4 of 5 ION EXCHANGER 5 of 5 ~ GRANULATED CARBON VESSEL 5 Of 5 • ~ HENDERSON AND BODWELL CONSULTING ENGINEERS . APPENDIX NITRATE REMOVAL WITH ION EXCHANGE RESIN INTRODUCTION A-1 ~ PREVIOUS WORK A-1 EXPERIMENTAL BENCH SCALE SYSTEM A-2 THEORETICAL AND OBSERVED RESIN CAPACITY A-4 ~ TREATMENT ANALYTICAL RESULTS A-5 ESTIMATED WASTES QUANTITY & QUALITY A-5 SIZING OF ION EXCHANGE TOWERS A-7 GRAPHS (Following aP ge A-7) EXHIBIT 1 Treatment Run showing behavior of Nitrates, ~ Sulfates, and Chlorides. EXHIBIT 2 Re eneration and Rinse C cles showing behavior of N trates, Sulfates, and Chlorides. • • • • . • CONSULTING EN6INEE RS ~ HENDERSON AND BODWELL WATER SUPPLY REPORT ~ BAY VIEW VENTURES, LTD MATTITUCR, LI ~ INTRODUCTION The development of 38 single family housing units at Bay View Ventures will necessitate the construction of a water • supply system to serve the property. In this regard, a 4"x2" test well has been installed on the property in order to secure water samples for preliminary analysis and evaluation. « This test well was installed near the intersection of New Suffolk Avenue and Deep Hole Drive. Four inch casing was used from the ground surface to a depth of 85 feet, and two inch casing was used from 85 feet to 118 feet. The water level was . found to be 19 feet below the surface (about two feet above mean sea level). Samples of water were taken at various depths and analyzed by New York Testing Laboratories, Inc. of Westbury, ~ NY, for nitrates and chlorides. A copy of the reported results is attached. The best quality water found would be secured by installing wells about 75 feet deep, and as the stratum at ~ that depth appeared to be free-yielding, a five foot length of screen should be adequate for the quantity required by the development. Note, however, that the nitrate content found is only ~ approximately at the maximum permissable limit of 10 mg/l, as N, and the Health Department will require reduction of nitrate content. • 1 • ~ HENDERSON AND BODWELL CONSULTING ENGINEERS Required Quantity of Potable Water • Based on 38 single family units at 3-1/2 persons per unit and an average per capita demand of 100 gpd, we calculate: • Pumpage Drawn From Draft From Wells Storage (Factor) Average Day 13,500 gal. 13,500 0 1 • Maximum Day 53,200 53,200 0 4 Max. 6 Hrs. 28,700 14,900 14,300 9.5 Max. 1 Hr. 5,100 2,400 2,700 9 (Two wells installed and in use at 20 gpm each). Storage Required • A below ground level storage tank of 50,000 gallon capacity is proposed. This is approximately equal to the maximum day demand and will provide sufficient storage to meet ~ the short period peak demands, plus a moderate reserve for fir rotection~ The tank would be 30 feet in length, 19 feet ! wide ~nd have a full tank water depth of 12 feet. Well Construction • The two production wells _would each be about 75 feet deep, located about 30 feet apart; one six inch diameter, and ~ the other four inch diameter. Each would be equipped with a submersible motor pump capable of delivering 20 gpm at 35 foot total dynamic head. The pumps would be located in small underground vaults. ~ The wells would be constructed and equipped in accordance with New York State Standards. 2 • HENDERSON AND BODWELL CONSULTING ENGINEERS ~ Distribution System The distribution system will consist of six inch mains. No piping carrying potable water will be installed closer ~ than 10 feet to any piping carrying wastewater. All piping is expected to be rigid (PE) pressure pipe and fittings manufactured in accordance with American Water Works Association Specification C-901-78 and installed in trenches ~ at a depth of not less than 4' 6". Pumping Test ~ Following the setting of 5 feet of screen in the 4 inch test well, and the construction of a 2 inch observation well (screened at same depth as the 4 inch well) 100 feet distant from the well to be pumped, a test pumping of the strata ~ between the depth of 70 and 75 feet was performed on April 12, 1983. A pumping rate of 36 to 40 gpm was maintained for 8 hours (fluctuations were caused by the small electrical generator ~ serving the 4 inch submersible motor pump). Observed water level in the observation well 10H feet distant was 19 feet 4-1/2 inches below ground level before pumping started and 19. feet 4-3/8 inches below ground level ~ just before pumping was stopped. It is evident that pumping at the 40 gpm rate in this strata will not extend the measurable cone of influence. beyond the limits of the site reserved for the water supply source. Samples of the water pumped were taken for laboratory analysis at the start of the pumping test and just prior to its end 8 hours later. - 3 • HENDERSON AND BODWELL CONSULTING ENGINEERS Water Quality • The nitrate and chloride contents of the ground water at various depths is shown in the following table: ~ Results in - (mg/1) Sample Identification Nitrate Chloride • 35' Depth 5.89 20 40 8.03 32 55 10.14 20 60 " 10.00 37 . 65 9.94 32 70 9.62 45 75 9.78 30 80 11.09 40 ~ 88 11.12 35 98 " 11.35 39 1B8 " 12.67 45 118 4.36 3808 • Note the following, based on the above table: a. The salt water interface appears to be more than 100 feet ~ beneath the surface (the surface is about 18 feet above sea level) . b. The better quality water is located above the depth of 80 ~ feet. ~ 4 ~ HENDERSON AND BODWELL CONSULTING ENGINEERS The quality of water at the 70-75 foot depth, as ~ indicated by samples taken at the start and end of the April 12, 1983 eight hour pumping test is shown in the following table: • Start of 8 Hours Pumping Later • pH at 20 deg. C. _ 6.53 5.80 Conductivity (umhos/cm) 401 413 Results in = (mg/1) • Ammonia 0.18 0.13 Nitrite 0.01 < 0.01 Nitrate 6.84 9.65 ` Chloride 27 30 Total Hardness (as CaC03) 161 162 Total Alkalinity (as CaC03) 5 6 Sulfate 143 170 ~ Total Solids 411 400 Surfactants (MBAs) g.90 0.40 Calcium 97.02 46.07 Copper < 0.010 < 0.010 ~ iron 0.037 0.021 Magnesium 10.60 11.44 Manganese 0.`039 0.030 Sodium 13.04 12.94 ~ Zinc 0.409 0.105 < = Less than 5 ~ HENDERSON AND BODWELL CONSULTING ENGINEERS Note the following: • a. Nitrate content is borderline, approaching the limit of 10, and may increase with continued abstraction of water. However, based on its variation in the groundwater with ~ de th (see p preceeding table), it appears unlikely that it will ever exceed 12. b. The chloride content is well within the accepted limit of • 250. After receipt of the foregoing data, Mr. Paul Ponturo of . the Suffolk County Department of Health Services, sent us a copy of pesticide and fertilizer analyses performed on a sample taken during the 8 hour test (see following page). All items reported were within tolerable limits, except ~ for a very slight excess of nitrate (10.4 vs. Allowable 10.0). • • • C 6 ~ HENDERSON AND BODWELL CONSULTING ENGINEERS coliform/100 ml Not Run ~ free ammonia mg/1 < 0.04 nitrates " 10.4 MBAS " Not Run pH 5.6 specific conductivity 545 chloride " 29 sulfates 154 iron < 0.1 ~ manganese < 0.05 copper < 0.1 zinc " < 0.4 sodium 14.0 ~ magnesium " phosphorous " cadmium ug/1 silver " • lead " Chromium " arsenic " • vinylchloride < 3 methylene chloride < 2 bromochloromethane < 2 1,1 dichloroethane < 2 ~ trans dichloroetyhlene < 2 chloroform < 2 1,2 dichloroethane < 2 1,1,1 trichlo.roethane < 2 - ~ carbon tetrachloride < 2 1 bromo 2 chloroethane < 2 1,2 dichloropropane < 2 1,1,2 trichloroethylene < 2 ~ chlorodibromomethane - < 2 1,2 dibromethane < 2 bromoform " < 2 7 • • HENDERSON AND BODWELL CONSULTING EN61NEEg5 tetrachloroethylene " < 2 cis dichloroethylene < 2 • freon 113 < 2 dibromoethane " < 2 1,1 dichloroethylene < 2 bromodichloromethane < 2 • benzene " < 3 toluene < 3 total xylenes < 3 chlorobenzene < 3 • ethylbenzene " < 3 bromobenzene < 4 total chlorotoluene < 3 m-dichlorobenezene < 4 • o-dichlorobenzene < 4 1,2,4 trim ethylbenzene < 3 1,3,5 trimethylbenzene < 3 2.3 dichloropropene < 2 • 1,1,2 trichloroethane < 2 BAYVIEW VENTURES Analyses for Aldicarb, Sample from test well Carbofuran Oxamyl, Carbaryl, • 4/12/83 Collection Date Methnomyl - All non-detected After 7-1/2 flours at time of sample. < Less Than • • • 8 • • HENDERSON AND BODWELL CONSULTING ENGINEERS Under date of May 12, 1983, Mr. Paul Ponturo, acting on behalf of Suffolk County Department of Heath Services, advised • as follows: 'Re: Bayview Ventures - Proposed Community Water Supply - Mattituck • Dear Mr. Henderson: I acknowledge your letter of April 27, 1983 • including the sample analyses for the test pumpage at the referenced site, i enclose the results of the sample collected by our representative after 7-1/2 hours of pumpage. I see substantial • conformance in the analyses with respect to those parameters common to both. Our laboratory result indicates a nitrate concentration slightly higher than your end-of-test sample, and in excess of the • nitrate limit. One analytical result that I find disconcerting is the presence of 0.4 ppm of detergents in both of • your samples. As the presence of this high a level would indicate a significant contamination source other than the adjacent farmlands, I would suggest that a confirmatory sample is necessary before you • proceed further. I have difficulty understanding such concentrations, given the location, but I cannot believe this is present as the result of the • well installation, after nearly 20,000 gallons of pumpage. . No detergent analysis was performed on the water • sample collected by this office. 9 • ~ HENDERSON AND BODWELL CONSULTING ENGINEENS this installation, at future date, should changes in water quality or regulations so require. • It is proposed to install a small treatment plant over the proposed 50,000 gallon reservoir enclosed in a small building. ~ Treatment would consist of the following procedures: a. Removal of. sufficient nitrates to stay below the 10.0 mg/1 as K limitation. b. Provision for future installation of Granular Activated Carbon Filters. ~ c. Disinfection. d. pH control. • The proposed treatment can be best described by the proposed operational guidelines which follow. (Note that the entire water supply plant will be designed for essentially • complete automatic operation.) • • • 11 • ~ HENDERSON AND BODWELL CONSULTING ENGINEERS SYSTEM DESCRIPTION AND OPERATIONAL GUIDELINES ~ (See sketches Nos. 1 and 2.) Well Pump Controls (See Sketch No. 3.) ~ The two well pumps will discharge into the treatment system, and through it, into the below ground 50,000 gallon tank. They will be started and stopped by "Asco Tripoint" pressure switches of the adjustable dead-band type. This type ~ of switch is exceedingly accurate and will be able to control the water level in the 50,000 gallon tank within a range of two or three inches. One pump will be controlled to start when the tank content is at 908 of capacity, and the second ~ pump to come on-line to supplement the first pump whenever less than 668 of its capacity is contained in the 50,000 gallon tank. This arrangement for controlling the pumping operations ~ from the wells will provide minimum disturbance of hydraulic balance between fresh and salt water in the strata beneath the well screens, as the wells will operate against a constant head and will not have a wide range of pumping rates (such as ~ the would have if the were Y Y pumping directly to the hydropneumatic tank). Service Pump Control (See Sketch No. 3.) • The 50,000 gallon tank will act as a clear well for two service pumps, each 100 gpm capacity when discharging against ! a pressure of 60 pounds per square inch (psig). 12 ~ HENDERSON AND BODWELL CONSULTING ENGINEERS Hydropneumatic Tank ~ These service pumps will discharge into a 1,500 gallon nominal size hydro pneumatic tank. The tank will be fitted with the same type of pressure switch used for controlling the well pump operations and arranged to control the maximum ~ pressure in the tank at 70 si and the minimum p pressure at 35 psi. Normally, only one pump will be used to feed this tank and the other will be a spare; but at any time of high demand, when the one pump running._cannot keep the pressure above 35 ~ si, the second p pump will come on-line to aid it. (See sketch No. 3.) A small air compressor will be installed to maintain the aiz-water balance in the hydropneumatic tank. From the ~ h dro neumatic tank the water y p , passes directly into the small distribution system. . Splitter Box (See sketch No. 9.) The ion-exchange process proposed for nitrate removal essentially removes all nitrate from the water treated until ~ saturation, at which time breakthrough will occur. It is intended to treat only a portion of the well water pumped and to blend the treated and untreated portions in the 50,000 gallon tank so as to produce a blended water of less than 10 ~ mg/1 as N. Two columns are proposed, each alternating as the column in use following regeneration. As an example, assume. operation of one well producing 20 gpm of water with 12 mg/1 of nitrate. ' Treated 7 gpm to 0.5 mg/1 of N03 = 3.5 Blend 13 gpm of 12 mg/1 of N03 = 155.0 159.5 ~ and dividing by 20 = 8 mg/1 + N03 13 ~ HENDERSON AND BODWELL CONSULTING ENGINEERS The splitter box is designed to maintain any desired flow ~ through the ion-exchange column in use, between the limits of 3-1/3 to 22-1/4 gallons per minute. Control of flow to the ion exchanger in use is accomplished by maintaining the necessary constant head on the ~ orifice(s) needed to secure the desired flow. Flow rejected by the splitter box would be diverted directly to the 50,000 gallon ,storage tank until such time as Granular Activated Carbon Treatment may become necessary. • Nitrate Removal Investigations On July 12, 1983, the 4 inch well was again pumped for ~ about 3 hours in order to secure representative water for use in nitrate removal experiments using an ion-exchange resin with good nitrate capacity. The analytical results and a detailed description of the ~ nitrate removal experiments will be found in the appendix. Based on these experiments, the nitrate removal equipment has been designed. ~ Nitrate Removal Equipment It is intended to install two reactor vessels, each 2'-0" in diameter and 6'6" high, operating and regenerating- in the ~ downflow mode. Each tank would hold about 6+ cubic feet of resin, and when operating at a 10 gpm rate with 12 mg/1 of N03 as N, would be capable of treating 10,700 gallons before break- through. Before breakthrough occurs, a timer tied into the well pumps would take the operating unit out of service and transfer flow to the other reactor. It is anticipated that ~ this would take place when 9,000 gallons has passed through the reactor. 14 • M HENDERSON AND BODWELL CONSULTING ENGINEENS The first reactor would then be regenerated with sodium chloride brine, rinsed, and lightly backwashed to rearrange ~ the resin grains and correct any channeling. Once flow rate is set in the splitter box, and the timer set for treating the desired number of bed volumes, the entire nitrate removal process will be entirely automatic. ~ Brine would be furnished from a salt tank in which sodium chloride crystals would dissolve and provide a fully saturated brine. Spent brie, rinse, and backwash water (normally about 370 gallons per day) will be discharged to a tidal canal about 800 feet distant. (See Treatment Site Map.) Granulated Activated Carbon Filters • Although objectionable quantities of pesticides or fertilizers have not been found in the samples of water that have been analyzed, the Department of Health Services calls ~ attention to the previous use of this land for agriculture, and that it has been treated heavily with chemical agents fn former years. They believe it possible that objectionable chemical pollutants might be found in these waters in the ~ future. For that reason, provision will be made in the plant design for the installation of granular activated carbon filters at such time as they may become necessary. ~ Should this process be needed, two such filters would be \ installed so that while one operates, the other would be in reserve. A tentative sizing is shown on sketch No. 5. Because of the small size of the installation, regener- ~ ation of spent carbon would not be cost-effective; this is one of the reasons for the proportionally large size of carbon filters for small flows. It is expected that each of the two filters, operating alone, will have a useful operating period of 3 months or more before breakthrough. 15 • ~ HENDERSON AND BODWELL CONSULTING ENGINEERS When carbon in the operating filter nears exhaustion, operation would be transferred to the other filter and the ~ exhausted carbon replaced. Chlorination • A small chemical feeder and associated equipment would be furnished for disinfection, together with'a complete spare unit. Electrical tie-ins with the well pump control system ~ would start and stop the feeder when a well pump starts or stops. it is expected to dilute 5 to 158 solutions of Sodium Hypochlorite for use as the disinfection agent. • Corrosion Control The low pH and low alkalinity in this water indicates it ~ would be corrosive to house piping and plumbing. It is, therefore, proposed to install a small chemical feeder and appurtances and to render the water less corrosive by injections of dilute solution of Sodium Hydroxide. ~ The Sodium Hydroxide feeder would also be activated by the well pump control system. Quality of Finished Water • Shown in Appendix A, page A-5, "Treatment Analytical Results". Summary The water supply system described would furnish an adequate supply of good quality water to the proposed residential community. It would be essentially completely ~ automatic in operation and require a minimum of operational labor. 16 • ~ HENDERSON AND BODWELL CONSULTING ENGINEERS Additional structural and operational details will be furnished in the construction drawings and specifications ~ including, among other items, structural reinforcement of the 50,000 gallon tank, sterilization of tanks and water mains, spare parts, chemical storage, chemical testing equipment and supplies, etc. • An operating manual would also be provided. • • ~,p~~ n us D. Henderson ~ ofessional Engineer No. 16869 N.Y. • • • • 17 • HENDERSON AND BODWELL O~I~TING ENfiWEERf ~ SRETCB~ _ _ - r.. • • • • • ~ 7 j • ~ HENDERSON AND BODWELL CONSULTING ENOINEENS At this point, assuming the detergent problem does ~ not confirm out, I am inclined to advise that the basic premise of your Preliminary Report is sound, in that lower pumpage wells coupled with high storage volumes should reduce stress on the ~ aquifer. Nitrate removal would of course be required. I am not prepared, however, to endorse an application for a community water supply system source at this site unless provision is made for a ~ carbon absorption system in anticipation of pesticide concentrations. I must stress that our knowledge of pesticides is still confined to a relatively small percentage of total compounds in ~ recent use. Given the location of this site, downgradient of active farms and surrounded by fields which were farmed relatively recently, I believe this is a rational engineering approach.` • The questions raised in this letter require answering. • a. With regard to the present of 0.9 mg/1 of detergents. We also do not know why they are present, and an additional sample has been taken for confirmation. Aowever, the allowable limit in water supply sources is 0.5 mg/1. • b. inasmuch as it is possible the nitrate content at times may be above the 10 mg/1 as N, nitrate removal should be installed. c. Except for possible use in reduction of detergents, nothing has been found in the water which would require the installtion of Granular Activated Carbon Filters at * the present time. However, provision can be made for 10 D w v ~ ~ cj ~ y w ~ a~ N i ~ ~ ~ q '.~V ~ ~ ~vu ~ ~ ~ ~ ~ ~ ~ V ~ ~ ~ w ~ ~ cp ~ by i ~ . i~ Zvi q ~ `'J ~ '~~i 4 ` w w ~ ~ R dot ~ N ~ O r` ~ R ~ ' . ~y~, ?v ~ ~ ~ ~ F . ~ ~ ea4l ~ ~ ~ r i ~ r ~4`~ i Q ~ 2 ~ ~ ~St ~ ~ c$7 4 ~ ~ A / ~ ~ ~ ~ 4 ~ Q 3 ~,o. 1 ~o `o~~ns V ti:J .y 3~~,~,,d __._.t.- h 4 p a ~ J ` Q,•~ O ~ 4 1. fy J •Q h ~ ~ ~ 0 '1 a~ r3 oy ~ 4 ` 4~ • , ~ ~ . . f.~ _ r . .p. ~ . ~ _ f i a I ~ 1 0~• ,'9, ~ e o ~ + ~ ~ ~ ~ ~ ~ ~ ~ _ o U fy ~ $ I ~ I - I t: ~ I ~c o - y o ~ ~ - ~ ~ I- - - - - - L. N 2" v ~ ~ k ' a • ~ ~ e r ~ w h ~ ~ Q v r h ~ of u ~ r, ~ ~ , ~ ~ ,w ~ w ~ ° o ~ ~o i J" ~ e ~ ~ , y 0 Y1 ~ 0~ rti.~ 1 C oa, i ~Z~~~ NQ ~ `v J'. f:~ v f y ' ~ ~ ~ ~ ~ i p o r ~ ~ h W ~ k ~ +I • 111 b ti~ , ~ Z~ 0 ; 6 "h~ • ..o;~ ~ ~ • ~ • ~ ~ - - z ~ r- . ~ ' w ~ , a a , . ~ ~ M w ~ ~ a oW ~ • ~ ~ 'c~ ~~~~~y ~ ~ Z N V y ~ `7' ' ~ , ' ~ Y~, ~~,r ti' 9 N ~~w ~ W~t ~ A N . R ~ r, . • ~ ~ , ~ ~ ~ a ~ Z i , o O z e _ , : i N k 1Z. ~Z.' C ~ f ~ ~ . t ~ •.1 q V ~ oI ` ~ ~ k ~ ~wN=' - r- ~ 14 1~ ~I F J 1: ~ V v~' tc""'~'ti' , ~ ~ b ~ ~,~N ~ ~ o , 4 0 ~ ~ . F~ E4 ' ~ ' S ~ F u ~ ~ P ' ~ ~ ~ 4or£1 .9 t ...rs- ~ ~ t OJ apt/I • • - • _ _ • • ~ - • fir, • SO , - . _ _ . ~C7h~(/iCn~ Y~~/: U/~FS, L7/~ Z 2 - _ , /79T7/7ucrr, NAY SHEET DF•~ Z.J~`~1J~ FO? Pli~7PCa•v7itors .DATE Q •<CI ~epD~ COF7PUTED BY i1O~~ CHECKED BY CONSULTING ENGINEERS • L, ,o ~ ~ Fey ~ ~ ~LZ~ a c ~g .~h ~ d , ~ ~ .j a.~vr[. s,T .S'000O SHAT AA 9 ~ ~ J'D~1,'~9 _ ~ ~ [~l60ea~ STRRi" ~ ' ~FlL~a~?J PRFSJaRr.S _ ~ ~ ~zs5~~a.., ~ ~3 OLQf _ ,S%i7RT ~ roc c u..s WEt c ~2 - 70 Jf w,la e..L fE~o( ~n/.v 7F/3 • - ~ .7GO ~iwtloUS ` O O'o F/~~-sJV~f Cou~er.~s. F~ ~ ~ ~ /'y0/jOPNFUNAT~G /.R~vIS /S~O000 ~'7si[_t o N s-solZ AG! ~ HK ~,E't L puH~ SCr/Er/571 C (lN<~ 3OP`~ • Sv~Z - hilTT)•7t?rK, ~.l.r N•y, SHEET ,~OFJ x.1.1-/ x..l FDR .fP[%TTER ~o?r DATE _ _ _ ~ O~BQD~~ COMPUTED BY ILD'7+l' CHECKED BY - CONSUiTING EIVGINcERS 1 ' . Hgx~WL•f • / - - toN - GP, M• • I( _ ~ - /uct/FS ar7F u e 3 3.32 6•L•~ 9,96 .Q' J•83 7.66 //•'19 h ~ ~ ~ 41.. ~,co6 e ~ ~ e ~ .fez •y4 Z 6 y64 9.38 /yo7 0 ~ Z ~ ~ tS ~ 1/•B8 ~ ~ e ~Q 7t fa7 /0•) /S•zl 8 fy /0.8 16.16 PQOL I 8% .fJp, ~ ~ 6.V, ~ 9 .f7',/ /i /7 t 4 s%4e /0 6.0 /2•/0 /B.) . FePo.•9 _ ~ 6•y9 • _ ..E N~c t a / 6,6-3. 13.26 / 9.•89 • I /2/ 6.77 13 6.9e /.~8o Za7o !d% 9•e3 /N 7•/6 y 2[yB I. /H% qz~ _ _ _ ~4 ~ - - /s' 7• Nt /srp4 2b2d ~ -O _ I - ORIFlCF CiOpRD /AOts Fort • ORtt=rtes • - ~ ~ UN a FFOFL O?~ ci c fs ~ I CrJti/ 4F Pcu64Cn, 4v /2 / ~D.D/T/OUAI O/Q)P/[a • ~ ~9? (SF /1~STgtGE~ PO ~Z ~ / N FFar'O. . For~a/.~R:-q~/y636 kd21~ SCFIFYl~97/L ~l.yCy (k = D•6!) (d itJ /NtNrJ~ l q !N rEIT~ 4 ar S • ~ _ / _ t~ Z ~ v CD'cTnF.CT tJD. ~A7T/TI~Ck .L. 1. /J~ , • • L \.S- • ~ f--l SHEET S~DF .f ~I EDR ~o.~/.F.~-c y.u4f ~R9UUtw BQ~ CDtdPUTED BY '~n'S CHECKED BY CONSULTING ENGINEERS • •+E' ~R[KWpy[~ ~ DA[hvAd ~?/IS7! ~ W.RtT~ • i ~ \ .1 1 - 1 <oNTn ~ c. Yf)C r t' i ~/.f % R / !3 U % O~ /KFCi',/ b` ~ / J 7!t 14 u 7u/L ~ NF[O? b AR [..rr ~ \I wt4N~c.[4 Nr.[!I. ~j a /7.ca.yucr ~wig//atc O ~ C7/IgNUL A R • RFS/a o N /9c~/vATE1~ R - Z X S/~ J 8171ar .SU,°o0?%/.v4 Jy.FD/.a o = yU/DPaRT /YFO.R ¢ DI.f'TZ/Q aTO? N N qN0 ~/,57lf7(iU70aZ ~ ~/NS t 1 ~ 1 1 ~ PRa DIic7 yV.•7E/1 ~~O DU c7 W9 i ER 2'-d'/ 3:01 .V'T/C /PRiTED=. l' LEAD ~OSI i1!/T/cl F/J ,.-EQ FRA .(..OLS /rtoYV RA~.e~ ~i1 /u_F.7- FLo i? I?A c- F' /a,. ,u • .flPi7 /•s GPl7 G:4~•, .r6Pr1 a.7/ 0.06 /olPH 3o8C~PrJ 2.08 /a /.y~~- -d.13` /S6PCJ ,6 EiP~l 3•i3 IS ~ z• IZ, G•ZO 20 6, P/7 (,,16G,Pr1 y.1[ yo v 2. 'd3 o~7t6T 2S 1 QED OGU/7'ES l`/ivu rcrr , f;[/i a . ~3 .S'O 2d.folnr_. ?3.f' 3~•• .tl~ri-~ 0~.~16 / o o oa y 47O 401 .f 6~ o . ~f3 /so Toro o.>' ys° 6•,~7 a,6c • ae S/Da y/0 2so /r)~-o~, •~E~Vaeune~' Z/ fuF~ . 6 so /6s f 1YED { O~ur71 E G ~ Ct~ FT - las .t Sc/aE~1AT/G O.VG y ~ HENDERSON AND BODWELL CONSULTING ENGINEERS ION EXCHANGE PILOT • INTRODUCTION Ion exchange is a widely used commercial and industrial ~ process and is widely used for softening potable water. Its use for removing low concentrations of nitrate from potable water has, however, been extremely limited. Because of this, it was decided that a bench scale experiment should be ~ conducted in order to simulate the behavior of the proposed Bay View Ventures Water Treatment Plant. The experiment was intended to supply the following information: • 1. Effective capacity of the resin used, i.e., the length of a run for a given bed size. • 2. The quantity of brine needed for regenerating the resin. 3. The quantity of rinse water required. • 4. Whether or not other ions in the water, particularly sulfates, would interfere with the removal of nitrate nitrogen. ` Previous Work Guter, of Boyle Engineering, has published a report . (1982)(1) dealing with nitrate removal in California, treating ` water with commercially available resins. His test water contained 15.4 mg/1 of nitrate nitrogen and 225 mg/1 of sulfate. This is not a particularly favorable situation • because the high sulfate in the water competes with nitrate for available sites in the ion exchange resin. If sulfate, A-1 • ~ HENDERSON AND BODWELL CONSULTING ENGINEERS for example, is present with four gram equivalents for each gram equivalent of nitrate, then sulfate will consume 80 ~ percent of the bed capacity. The study showed that a strongly anionic resin would exert about 90 percent of its theoretical exchange capacity at the point of nitrate breakthrough, and 100 percent of its ~ exchange capacity at sulfate breakthrough. Regeneration of the resin was accomplished with salt brine, putting the resin into chloride form so that chlorides were exchanged for nitrates and sulfates. The removal of ~ sulfate and nitrate increased chlorides from 70 to 300 mg/l. Experimental Bench Scale System for Bay View Ventures • The bench scale ion exchange column consisted of a 1-inch diameter glass tube four feet high supported by a metal ring stand. It was plugged at the bottom with a one-hole stopper which was fitted with a 7 mm glass tube connected to a • tygon(R) tubing. The flexible tygon(R) tubing was pinched off with a Hoffman (screw) clamp which allowed control of the outflow. A piece of gauze bandage was placed on top of the • stopper as a support for the resin (Duolite A-101D, Diamond Shamrock Corp.). The column was charged with 120 ml of resin, which gave a bed depth of about 12.5 inches. Abed depth of 2 feet is desirable, _but the quantity used reflected a . compromise between bed depth and volume of sample water required for the experiment. A solution of potassium nitrate was first used to exhaust the column so that it could be regenerated prior to the actual . trial run. The column was regenerated with a 6 percent salt ` brine. Sample (raw water) was collected from the test well at the Bay View Ventures site (after two hours of pumping to . waste) and brought back to the 'office of Henderson and Bodwell . for the experiment. A-2 CONSULTING ENGINEERS ~ HENDERSON AND BODWELL The analysis of the raw water was as follows: • mg/1 meq/1 Nitrate-N 10.07 0.72 C1 32 0.9 S04 134 2.79 • The raw water was passed through the column at a rate varying between 7-10 gallons/minute/square foot, similar to the hydraulic loading rate for the proposed project. ~ Nitrate concentration remained steady at about 0.5 mg/1 as N until 250 bed volumes were reached. The drinking water standard was exceeded at approximately 295 bed volumes. ~ Curves showing the behavior of nitrate, sulfate, and chloride during the run are plotted in Exhibit 1. They show that while the sulfate concentration levels off when the column is exhausted, and does not exceed its feed ~ concentration, nitrate increases to a level notably higher than the influent concentrations. This is caused by sulfate displacing nitrate. As the column capacity is used up, a nitrate-occupied zone moves downward in front of the sulfate- occupied zone. When the end of the column is reached, some of the nitrate is pushed out of the resin. Because the sulfate concentration is dilute, it is not able to push out all of the nitrate. ~ It is proposed that the columns in practice be regenerated at approximately 200 bed volumes. This is 40-50 bed volumes before any nitrate leakage starts to occur. • • ~ A-3 ! HENDERSON AND BODWELL CpNSULTING ENGINEERS 'Regeneration and Rinse ~ Exhibit 2 shows the result of the regeneration and rinse cycles. A total of nine bed volumes of 6 percent brine were run through the column. Exhibit 2 shows that four bed volumes were required to remove all of the sulfate from the column. ~ Nine bed volumes were required to remove all of the nitrate. Seven bed volumes were sufficient to remove 94-95 percent of the nitrate, The curve for the rinse cycle shows that the column ~ cleans up fairly quickly since two bed volumes were required to reduce the chloride content from 42,500 mg/1 to 80 mg/1 with a rinse water concentration of 11 mg/1. Four bed volumes should be sufficient for return to operation. • Theoretical and Observed Resin Capacity The resin obtained for the expeziment, Duolite A-101D, is ~ a strongly anionic material. Its reported exchange capacity is 1.3 equivalents/liter. A column volume of 0.12 liter results in an expected exchange capacity of 0.156 gram- equivalents. A raw water analysis of 10 mg/1 N and 134 mg/1 • _ S04 results in a concentration of 0.0034 equivalents/liter. The theoretical capacity of the column is therefore 0.156/ 0.0034 = 45.8 liters or 382 bed volumes to the mid point of the breakthrough curve. This figure includes both sulfate and ~ nitrate and it must be noted that the effective capacity for nitrate is exhausted significantly earlier than that for sulfates. • In practice, the nitrate breakthrough curve started at ` 240 bed volumes. Sulfate breakthrough started at 310 bed volumes and reached its midpoint at 350 bed volumes. This is 92 percent of the theoretical amount. This is accounted for . by resin loss during a manual 'washing step prior to running with well water. At that point, the resin in the sulfate form took up 8-10 percent more space (due to swelling) than in the A-4 • • HENDERSON AND BODWELL CONSULTING ENGINEERS chloride form so that the loss of resin was not noticed until it was regenerated (and shrank) after the experiment. Resin • volume had decreased to 112 ml (about 3/4 inch of depth in the column) or to about 94 percent of its original volume. If nominal (120 ml) bed volumes are converted to actual (112 ml) bed volumes, the revised breakthrough is at 372 bed volumes or • 97 percent of theoretical. Treatment Analytical Results • passed Through Blended Untreated Resin 1/3-2/3 Nitrate-N 10.07 0.26 6.8 + ~ Sulfate 134 < 1 89 + Chloride 32 159 75 + Total Hardness 157 172 162 + Calcium Hardness 113 126 118 + ~ Sodium 12.42 12.35 12.4 + MBAS 0.35 0.35 0.35 Estimated Wastes Quantity and Quality • From the above discussions, it is possible to estimate the quantity of brine waste that will have to be discharged. The analysis is based on a bed volume two feet in diameter and ~ two feet deep, with an empty bed volume of 47 gallons. The analysis also assumes a blend of two parts of untreated water to one part of treated water to yield a nitrate concentration of 6.8-7.0 mg/1. • ~ . A-5 • • HENDERSON AND BODWELL CONSULTINQ EN6INEE AS Bed Volumes Gallons • Volume of water treated 200 9400 Volume of Brine @ 69+ 8 376 Volume of Backwash Water 3.3 157 @ 5 gpm sf, 10 min. • Volume of Rinse Water 4.0 188 Total Waste Volume 15.3 721 Waste Brine mg/1 Pounds Nitrate-N 240 0.75 Sulfate 3,350 10.5 Chloride 33,500 105.2 ~ Sodium 23,600 74.2 Backwash Water • Nitrate 0.5 0.0007 Sulfate 1.0 0.0013 Chloride 170 0.22 Sodium 13 0.017 • Rinse Water Nitrate 10 0.016 ~ Sulfate 135 0.212 Chloride 35 0.055 Sodium 13 0.82 • ' Total Waste Nitrate 128 0.77 Sulfate - 1,780 10.71 S Chloride 17,480 105.5 Sodium 12,328 74.23 A-6 • • HENDERSON AND BODWELL CONSULTING ENGINEERS The preceeding analysis shows a total waste volume of 77 gallons of mixed brine for 1000 gallons of water treated and • 27 gallons of waste per 1000 gallons of water delivered (after substracting backwash and brine make up requirements) when a blend of two parts of untreated water to one part of treated water is used. • Sizing of Ion Exchange Towers 1. Average day demand - 13,500 gallons. - 2. One-third to be treated = 4,500 gallons. 3. Bed Volume of each of two exchangers, ~ 6 cu.ft., = 45 gallons. 4. Regenerating at 200 bed volumes, total treated = 9,000 gallons. • 5. Normal time between regenerations 48+ hours. 6. As operations are switched to the other tower of the pair ~ when one is being regenerated, continuous treatment can be maintained. 7. Satisfactory nitrate removal can be maintained at rates • much greater than the design rate provided. References • 1. Guter, Gerlad A. Removal of Nitrate from Contaminated Water Supplies for Public Use, Municipal Environmental Research Laboratory, Drinking Water . Research Division," Cincinnati, Ohio. EPA 600/2-82-042, March, 1982. A-7 1 1 1 w ~ a 1 ~ ~ ''~'L ' ~ ~ ~ ~ ~.o 1 ~4 ~ W ~ ~ b ~ o Z ' ~ 1 ~ 1 1 1 ~ ~ ~ * 1 ~ w ~I v 1 ~ ~ ? i 1 ~ i 1 ~ ~~1 ~ ' ~ 1; 1 1 1 S 1 4 1 0 ~ 1 i ~ ald~li~ i ~ ~ o ~ °v ~ ~ ~ mfr p•'7/7f $ ~ ~ ~ pp/1'p7//9 _ _ ~ 7~ ~ - W ~ ~ ~ ~ 0 h ~ ~ 0 ~ ~ ~Q ~ o ti~~ ~o~~ ~y b W Q ~ ~ o W o~ ~ ' ~ ti W ~ . ~ o ~ ~ ~ ~ ' _ 10 7/sir /ri /r-~~vdliir i i I 1 I I ~ ~ $ ~ ~ ~ ~ ~ • • BAYVIEW VENTURES, INC. ~ MATTITUCR, NEW YORR SPECIFICATIONS WATER SUPPLY FACILITIES REVISED MARCB 13, 1984 • • • • Prepared By: • Henderson and Bodwell Consulting Engineers Plainview, New York RECEIVED BY SDUTHOfD TOWN PIANNIN6 BDARD JUN 2fi ~ g~ DATE • • TABLE OF CONTENTS Page GENERAL 1 SECTION A INSTALLING AND EQUIPPING WELLS 3 • SECTION B CONSTRUCTING UNDERGROUND RESERVOIR AND TREATMENT PLANT BUILDING 7 ~ SECTION C MECHANICAL AND ELECTRICAL EQUIPMENT 11 SECTION D SITE WORR 27 ~ SECTION E DISTRIBIITION SYSTEM 29 • ~ GENERAL The project consists of the following divisions of work: ~ Section A Installing and equipping wells. Section B Constructing underground reservoir and treatment plant building. • Section C ,Furnishing and installing mechanical and electrical equipment. ~ Section D Site work at treatment plant site. Section E Distribution System. ~ All materials used shall be new and of the highest quality, and all workmanship shall meet the highest standards applicable. Should any bidder desire to substitute materials or ~ equipment other than that specified herein, such bidder shall include in his proposal the following information: 1. Data showing that the substitute is suitable for the ~ purpose and that it is in every way equivalent to that specified. 2. A statement showing the difference in cost to the Owner, ~ should the substitution be permitted. The Owner reserves the right to accept or reject any or all proposals, and to reject any proposed substitutions. • The plans and specifications are complementary to each other and shall be considered to be one document for the purpose of constructing this project. • 1 • Should the work be awarded, in sections, to two or more ~ bidders, they shall cooperate fully in furthering the project, expediting or delaying portions of the work as necessary to accommmodate the needs of the other or others. Note that certain items of mechanical equipment must be in place before ~ the building is completely closed in. The Contractor shall secure all necessary permits for his work and pay all fees for such permits. • • • • • • • • 2 • ~ SECTION A INSTALLING AND EQUIPPING WELLS ~ I Work Included Two wells are to be installed, each 6 inch diameter and approximately 75 feet deep, and each equipped with a i submersible motor driven deep well turbine pump capable of delivering 20 gallons per minute against a total dynamic head of 650 feet. ~ ii Materials of Construction a. Six inch black steel pipe casings shall weigh at least 18.97 pounds per lineal foot. Joints shall be ~ threaded and coupled. b. Four inch black steel pipe (used as extensions to the screens) shall be extra heavy. i c. Four inch screens, 30 slot, shall be wirewound, E.A. Johnson or equal, 5 foot in length and fitted with bail plug. • III Construction Methods Wells are to be constructed by rotary drilling in the ~ following steps: 1. Drilling of 10 inch open hole to a depth of 70 feet. During this stage of the work, clay mud may be added • to the drilling fluid, but the quantity of mud used must be kept to the minimum necessary. • 3 • • 2. Setting of 6 inch casing in the center of the open hole and placing of a temporary plug in its bottom. 3. Placing of the Portland cement grout encasement. • Grout must be installed from the bottom of casing upwards, until the annular space is filled to the surface. • 4. Following placing of grout, no work is to be performed for at least 48 hours so that the grout may be allowed to set undisturbed. • 5. The temporary plug shall then be drilled out and the hole deepened to receive the 4 inch diameter well screen. No drilling mud shall be used during this stage of work. • 6. The 4 inch well screen, with its bail plug and 10 foot pipe extension, shall then be placed and centered in the well. • 7. The Contractor shall then develop the well by pumping to waste at a rate of 40 gallons per minute or more until the water pumped clears of sand in • less than 5 minutes after start of pumping. The permanent well pumps must NOT be used for this purpose. • The bidder's attention is directed to these facts: a. A 4 inch diameter well exists on the site near the proposed installation. This well has • reportedly (April 12, 1983) been tested at 36 to 40 GPM. • 4 • ~ This well can be used by the Contractor as his source of water supply if he so desires, but he must provide his own pumping equipment. ~ b. No electrical power is available on the site. 8. The well shall then be disinfected in accordance with the requirements of A.W.W.A. Standard ~ Specifications D-105. Then the water shall be pumped from the well until all traces of chlorine are absent. • Water samples shall then be taken as follows: a. One set for physical, chemical and bacterial ~ analysis to an authorized testing laboratory. b. One similar set (to be taken by a representative of the Suffolk County Health ~ Services) for said department. Should any of the bacterialogical samples analysed show any b. Coli present, the well shall be again ~ disinfected with chlorine solution and procedures repeated until bacterial sampling and analysis shows the water pumped to be free from B. Coli. ~ IV Well Pumps 1. The permanent well pumps are to be "Jacuzzi Golden Eagle" Figure 7S4C capable of delivering 20 gallons • per minute against a total dynamic head of 60 feet, stainless steel case, driven by "Franklin" stainless steel submersible motors. Pump motors shall be 3 • 5 • phase 3450 RPM, furnished complete with combination ~ magnetic starters and all necessary appurtenances and enclosures. Pump riser pipe shall be 1-1/2 inch steel. ~ 2. Well heads shall be "Jacuzzi" sanitary well seal, figure 4215, complete with junction box for submersible cable, and 3/4 inch screened vent which will also be used as access from time to time for ~ taking water level measurements in the wells. 3. Submersible motor cables shall be strapped to the riser pipe with stainless steel straps at 5 foot ~ intervals. 4. Driller shall furnish the following records: ~ a. Written log of each well; b. Two plastic bottled samples from each well of the stratum in which the screen is placed; • c. Dimensioned sketches showing casing, screen and pump setting for each well; and • d. Descriptive material for pumps, motors and accessories. 5. Contractor shall place his portion of the work into • operation and demonstrate satisfactory performance. 6. Cleanliness. Contractor will be required to keep the site of work free from rubbish and debris at all • times, and on completion of work, restore all work areas as nearly as is possible to their original condition. • 6 • ~ SECTION B CONSTRUCTING UNDERGROUND RESERVOIR AND TREATMENT PLANT BUILDING • I Work Included ~ This section includes the construction of the underground reinforced concrete reservoir, the well vaults, the pedestal supports for the service pumps, the pit for wastewater, the pad for L.P. gas container, and ~ the treatment building itself. II Materials of Construction ~ a. Concrete shall be 3000 lb. class, truck mixed on delivery to site not more than 15 minutes prior to placement. Slump to be not more than 5 inches. ~ b. Reinforced steel shall be deformed bars bent and installed as shown on the drawing. c. Forms shall be smooth, clean, and substantially ~ braced. d. Steel sleeves through walls and floor shall be fixed in the forms prior to pouring concrete. • e. Waterstops between floor and walls of reservoir shall be of neoprene rubber, and 6 inch dumbell type, and tied to the wall reinforcing to prevent ~ distortion during placing of concrete. • 7 . _ • ~ f. Concrete block shall be hollow cell "Waylite" concrete. Joints not more than 3/8 inch thick of 3:1 sand-cement mortar troweled flush. ~ g. Brick work shall be of hard burned buff-iron spot face brick, running bond with 3:1 sand-cement mortar joints troweled concave. Install galvanized "Durowall" brick ties every second block course. • h. Windows shall be intermediate projected, anodized aluminum, "BOCA" or equal, with insect screens. ~ i. Doors shall be 2 leaf double hung hollow metal with astragal and weatherproof saddle threshold, 3 hinges each leaf, deadbolt "Medico" lock, door stops for both leafs, top and bottom bolts for fixed leaf, ~ door hold-open and surge preventor on active leaf. Bilco Door shall be type RD-2, for 4'-0" x 4'-0" clear opening. • j . Roofing shall be of 4 ply 40 lb. felt, Barrett or equal, with aluminum gravel stop, and gravelled surface. • k. The overflow line for the storage reservoir shall be of 2" PVC and extended down-grade as shown on the drawings to ground elevation 18, and installed with ~ a minimum cover of 3 1/2 feet. It shall be terminated with its discharge 18 inches above ground level, discharging upon an 8 inch thick concrete splash plate at least 3 foot by 3 foot in size. A ~ vermin screen of 1/8 inch galvanized steel wire with openings not larger than 3/16 inch shall be fitted and securely fastened to the discharge opening. • 8 • ~ All overflow and all waste piping within 200 feet of the wells shall meet the requirements of A.W.W.A Standard Specification C-900 with a minimum DR f 18" • 1. Exhaust fan shall be 8" diameter with minimum capacity of 160 C.F.M., Automatic Gravity Louvre, and insect screen. Frame, louvre and screen of anodized aluminum. • Intake louvre, automatic gravity type, frame louvre and insect screen of anodized aluminum. • III Construction Methods a. Excavation shall carefully be done so as to conform ~ as needed for the proposed structure. Slopes of the excavations are not to exceed 1:1, and the Contractor shall take all steps necessary to fully protect all workmen, and the public from harm or ~ injury. b. Order of Work ~ 1. Construction of the reservoir including building floor, cure concrete for 48 hours minimum, then remove all forms. ~ Floor of equipment room and all exposed concrete within 3 feet or any sodium hydroxide storage or piping shall be painted two coats "Preco" sodium hydroxide "Liqui-Steel" applied in strict ~ accordance with the manufacturers instructions. ~ 9 2. If necessary, delay building construction until ~ hydropneumatic tank and denitrification system is in place. 3. Construct and finish building, etc. Floors to ~ be broom finish. Interior walls and ceiling painted two coats of "Preco Chemical Co. Pliotone". Reservoir interior not to be painted. 4. Remove all debris and clean site of work. Remove dust and thoroughly scrub walls, floor and ceiling of reservoir and sponge and remove ~ all water used for scrubbing from reservoir floor and pump pit. (See Mechanical Specification Sections for ~ sterilization of reservoir.) • • • • ~ 10 • SECTION C MECHANICAL AND ELECTRICAL EQDIPMENT MECHANICAL I Work Included This section includes the furnishing, installing, and • placing in operation of all mechanical and electrical equipment except well pumps and accessories, and except carbon towers, but including certain miscellaneous work described herein. • II Mechanical Equipment a. All 2 inch and 4 inch' piping carrying treated water ~ into and out of the hydropneumatic tank shall be of ductile iron, thickness Class 51, conforming to AWWA Standard C150-74, cement lined in accordance with AWWA Standard C205-71. Pipe and fittings within building shall be 125 pound flanged, standard bolt circle and drilling. ~ Dresser Coupling shall be Style 38. b. All piping two inch and smaller in size shall be P.V.C. pressure pipe, with coupling joints and ~ P.V.C. fittings, meeting the requirements of AWWA Standard C901-78, pressure class 200, DR ratio not less than 5.3. • 11 • Piping in these sizes shall be run in straight ~ horizontal and vertical lengths on walls and ceiling and adequately fastened and supported by clips, brackets and hangers. ~ c. Gate valves, 2 inch and 4 inch, shall be double disc, non-rising stem with handwheel, AWWA Standard C500-61. ~ d. Check valves shall be AWWA Standard C508-71. e. Valves, 2 inches and smaller, shall be gate or globe type, iron body, bronze fitted, with adaptors for • P.V.C. connections. Small check valves shall be iron body, bronze fitted with adaptors P.V.C. connections. • Note: Provisions of paragraphs (b) through (e) do not apply to the valve nests and associated piping of the ion-Exchange System, which is to • be equipped with hydraulically operated solonoid controlled diaphragm valves. f. Splitter box shall be of welded steel, 1/B inch thick • plate throughout. Two inch piping connections shall be of steel, threaded for connection to unions. Two inch down-spout connection to splitter box shall be made with 3" x 2" reducing fittings at least 6 ~ inches long. Splitter box shall be epoxy coated inside and out after fabrication. • Box shall be firmly supported on wall brackets with its top 6 inches below ceiling. ~ 12 g. Ion-Exchange System • 1. Two ion exchange units are to be installed to remove nitrate from a portion of the pumped well watec. Each unit is to be 24 inches in diameter ~ and hold 8 cubic feet of "Diamond Shamrock" anion resin "Duolite A-lO1D". 2. Exchanger tanks shall be of steel or fiberglass, • with adequate room above the resin for expansion during backwash. 3. Resin required shall be furnished by the • Contractor and shall be supported on an interior plate fitted with an adequate number of screened ports or strainers to properly distribute the flow and prevent channeling through the resin. • "if the manufacturer desires to use supporting gravel in the bottom of the filters instead of an interior plate, such gravel support shall be 12 ~ inches in depth, consisting of five sizes graded from a bottom size of 1-1/2 inch to a top size of 1/16 inch in diameter." ~ 4. Water to be treated will first pass through a splitter box, where 2/3 of the flow will be diverted and go directly to the storage reservoir. The remaining 1/3 of the flow is to ~ be treated in one of the two ion exchange units. 5. Water entering an ion exchange unit is to be properly distributed across the area of the ~ resin. "The inlet distributor/regenerant distributor ~ 13 • shall be of the lateral arm type with upturned 90 degree elbow, Schedule 80 PVC." • "Underdrain system shall be of the hub (polypropylene) type curved radial lateral (Schedule 80 PVC) type which will discharge • backwash water laterally and collect and distribute water uniformly." 6. It is anticipated that at least 200 bed volumes, • (12,000 gallons) can be treated by each ion exchange unit before regeneration of the resin is necessary. • "Each exchanger shall be furnished with a flow indicator/totalizer, Signet Model MR-566-1PO magnetic flow sensor of polypropylene construction, Model PV8T020 installation fitting • of Schedule 80 PVC and Model MR-575 analog flow meter with integral 5 digit front reset totalizer and alarm." • 7. When it becomes necessary to regenerate a unit, operation shall shift to the other unit of the pair. • 8. Regeneration is to be accomplished using dilute (68+) sodium chloride. Brine solution tank with properly sized eductor is to be provided. Brine • tank shall be 36 inches in diameter and hold a minimum of 200 gallons (empty volume) of concentrated brine. • • 14 • "Brine tank shall be of fiberglass, complete with • cover, 10 inch graded gravel support bed, Schedule 60 PVC collector pipe, brine level float switch to control drawdown and refill, 1/2 inch solenoid operated refill valve and all necessary • Schedule 80 PVC pipe, fittings, ejector, valves and appurtenances for a complete workable saturator/measured and controlled brine system." • 9. Brine, during regeneration of a resin unit, shall be uniformly distributed over the resin surface and each regeneration is expected to require • about 420 gallons of 68 brine. 10. Following regeneration, the unit shall be backwashed for 10 minutes at a rate of 7 to 10 • gallons per minute. 11. Following backwash, the unit shall be operated in the rinse mode at a rate of about 7 gallons per • minute for 30 minutes. It will then be ready to return to service. 12. The brine, backwash, and rinse cycle times are • based on laboratory experiments and are subject to adjustment following securing of operating data fcom the full size plant. • 13. Piping and Control Valves. All piping shall be PVC, sized and dimensioned by the system manufacturer. All valves shall be solenoid controlled, Pneumatically operated, with manual • override. • 15 • "Automatic control valves shall be plastomatic series EST-NG with PVC body, air-to-open, spring-to-close, clear acrylic cylinder for visual indication, bond seals and adjustable limit stops are required for rate set. Manual ~ valves shall be Grinnell Figure 2451-2-M, Saunders patent type with ethylene propylene diaphragms, PVC-body and handwheels for manual operation. Piping shall be Schedule 80 PVC with • Schedule 80 socket weld fittings. Furnish and install on skid, required compressor, air compressor and air storage tank." • 14. Regeneration shall be initiated manually and proceed through the various steps automatically. All needed wiring, relays and timers are to be provided, neatly mounted in a steel, epoxy coated ~ cabinet, with indicator lights as follows: Red - Regeneration required-See Item g-6 above Yellow - Brine cycle ~ White -Backwash cycle Green - Rinsing. Cabinet shall be NEMA 12. • 15. Discharge piping from units is to be arranged in such a manner so that after a unit is first ~ placed in operation, water level within the unit when it is operating or not operating will be • ~ 16 • maintained at least 4 inches above the top of the resin bed. A vacuum breaker (or tube extending ~ above the water level in the splitter box) must be provided in the discharge piping to prevent siphonage. ~ 16. Both resin units, the brine tank, piping and controls shall be skid mounted and fully assembled in the manufacturer's shop, prior to shipment. • 17. Steel tanks, if used, shall be primed and painted inside and out using primers and coatings selected from technical reference PWS23 of the ~ New York State Department of Health, Bureau of Water Supply Protection. "Each vessel shall be designed for operating ~ pressure of 75 psig, and hydrostatically tested at a pressure of 113 psig. Head and shell materials shall be either SA-515, Grade 70 or A-285, Grade C steel. Vessel shall be of welded ~ steel construction, with the internal surfaces completely epoxy coated. (Note foregoing restriction, i.e., NYS Technical Reference PWS 23). All necessary connections shall be ~ provided. Tank connections shall be threaded and reinforced as required. Each vessel shall be provided with an 11" x 15" access manhole in the side shell and a 4" x 6" handhole in top head, ~ four structural steel support legs, and exterior surfaces sand-blasted and shop-primed. They shall be spot-primed as needed and final-coated after field installation." • "Each vessel shall have straight sides not less than 84 inches high." ~ 17 • 18. Operating water supply for ion exchange system • operating water shall be secured by the Contractor from the discharge piping of the hydropneumatic tank within the building. Piping shall be 1 inch diameter PVC with 3/4 inch • corporation cock connection in 4 inch D.I. piping. Pressure may vary between 30 and 70 psig, so a pressure reducing valve must be furnished and installed to maintain a constant • pressure of not more than 25 psig at the ion exchange units. A flow regulating valve will be required in the • backwash supply line to keep backwash flow at not more than 10 gallons per minute. Faucet for filling brine tank with water shall be mounted at least 3 inches above rim of tank so as to provide • an air gap. 19. Wastes. All wastewaters (brine, backwash, and rinse) shall be collected and discharged to the • wastewater pit outside the building. Water wasted by operation of hydraulic valves shall be intercepted in plastic 5 gallon pails for manual disposal into the wastewater pit. • 20. Salt Supply. Sufficient salt shall be provided in bags, to prepare 500 gallons of concentrated (fully saturated) brine. • 21. All ion exchange equipment shall be as manufact- ured by Aungerford and Terry of Clayton, NJ. • • 18 • 22. The manufacturer shall provide the services of a • start-up supervisor at the proper time to oversee the packing of the resin, place the equipment in operation, and instruct personnel in the operation of the equipment for a period of not • less than 3 days. A sales representative will not be accepted as qualified for this service. Miscellaneous items which must be included and • furnished include inlet and outlet pressure gauges and sampling clocks, and 4 copies each of operating and maintenance manuals, detailed drawings, parts manuals, and permanent type • identification nameplates attached to valves and appurtenances. h. Ion Exchange units discharge to the storage tank. A 6 inch steel sleeve is to be provided through the • tank roof and extending six inches above building floor. This sleeve is to be fitted with a Jacuzzi figure 421S well seal containing two openings. The center opening shall be 1-1/2 inch diameter for the • discharge pipe from the Ion Exchange System. The off-center opening shall be 3/4 inch threaded for vent pipe with screen. • i. Service pumps shall be Jacuzzi Figure 6LC deep well turbines, operating at 100 GPM against a total dynamic head of 150 feet (3 stages) driven by 7-1/2 horsepower hollow shaft motors, with figure 4A ~ discharge heads, 4 inch columns, water lubricated pump shafts with intermediate Gutless rubber bearing, complete with 3 phase, 3 overloads, combination magnetic starters with relays to accept signals from • "ASCO" pressure switches and from "Consolidated" float switch. • 19 • j. "Consolidated" float switches, installed in the reservoir as shown on the drawing are to be used to • start and stop the well pumps as water level in the reservoir varies. They shall be clamped on the 1-1/2 inch aluminum pole so that they can be moved up or down to select pump operating range. • The lowest float switch will be used to shut down the service pumps to prevent them from running dry should the reservoir empty. • k. Bydropneumatic tank, nominal 1500 gallon capacity, shall be a ASME code tank with label for 125 pound per square inch pressure. • Tank shall be fitted with access manhole, glass water level indicator tube with petcock connections at each end, 4 inch diameter pressure gauge, graduated 0 to ~ 100 p.s.i.g., and "ASCO" tripoint adjustable dead band switches, range 3 to 100 p.s.i.g. to start and stop service pumps. r Tank shall be primed and coated inside and out using primers and coatings selected from technical reference PWS23 of the N.Y.S. Department of Aealth, Bureau of Water Supply Protection. • Adjust "ASCO" tripoint to start lead pump at 45 p.s.i.g. and stop pump No. 1 at 60 p.s.i.g. Adjust "ASCO" tripoint to start second pump at 35 p.s.i.g. ~ and stop pump No. 2 at 50 p.s.i.g. Provide alternator to change starting order of pumps following each operation. • 20 • 1. Chemical Feeders. "Precision" chemical feeder • mounted on covered polyethylene barrels shall be provided to handle dilute solutions of chlorine and sodium hydroxide. • Chlorine solutions will be prepared using sodium hypochlorite, and the two chlorine feeders will each be required to provide chlorine residuals in the 100 GPM flow entering the hydropneumatic tank ranging • from 0.5 to 2.5 mg/1. Each feeder will be actuated by a relay in the starter controlling its corresponding service pump. A D.P.D. test kit shall be provided. • Two sodium hydroxide feeders are required. Each feeder will be actuated by a relay in the starter controlling its corresponding service pump. • A deluge shower, with eyewash, shall be furnished and installed, Direct Safety Co., fig. 12-260, or equal. ~ A steel locker, containing protective apron, gloves and face shield shall be furnished. Sodium hydroxide is to be fed as a 1/108 solution • into the flow entering the hydropneumatic tank, at a rate to raise the pA of the water to approximately 7.2 when the flow entering the tank is 100 GPM. Operating safeguards are to be provided as follows: • 1. A vacuum breaker is to be installed to prevent siphoning. • 2. Relays are to be provided in the service pump starters so as to positively disconnect the feeder whenever a service pump is not operating. • 21 3. A second relay is to be provided in the feeder ~ circuit which will be closed only when a service pump is operating. Test kit for pH control shall be furnished, ~ "Hach" catalog no. 1470-06, 17F. m. Flow Meters. Meters are to be provided as follows: ~ 1. "Badger" one inch "Easy Read" meter installed in each well discharge line where shown. 2. "Badger" two inch industrial turbine meter in ~ hydropneumatic tank discharge line where shown. n. Sampling Taps. Sampling taps must be provided, of 1/4 inch copper tubing with petcock, as shown on the ~ drawings for the two well discharges and additionally similar sampling taps on the influent and effluent piping of the hydropneumatic tank, and on the discharge of the two Ion exchange units. • o. Disinfection. Before placing the plant in service, the Contractor shall scrub brush the walls, floor and ceiling of the storage reservoir with a 50 mg/1 ~ chlorine solution, or alternately carefully spray, with a minimum of 50 psig pressure, all reservoir surfaces with a 50 mg/1 chlorine solution. ~ During this disinfection, the Contractor will be required to provide adequate air circulation within the reservoir to protect his workmen, or provide those within the tank with "Scott" air packs. ~ Workmen within the tank shall wear harnesses and safety lines, tended by a safety man at the surface, • 22 • RESPONSIBILITY FOR SAFETY OF WORRMEN AND THE PUBLIC IS ENTIRELY THE DUTY OF THE CONTRACTOR. • ELECTRICAL ~ a. Electrical Service. Contractor shall make all necessary arrangements with the Long island Lighting Company, cooperate fully with them in the installation of electrical service and meter pan, and ~ perform all work and pay all costs which this part of the project may entail, The electrical service to be installed is to be 240 ~ volt 200 ampere, and will consist of the following components: 1. A direct burial cable conforming to the require- ments of LILCO and the National Electrical Code, 2. Steel conduit protection for the cable must be provided where it crosses roads or streets, and ~ rises to the supply pole and to metering equip- ment. 3. Where direct burial in conduit changes direction, ~ sweep bends shall be provided, and bushings furnished at the cable entrances to the conduit to prevent chafing. ~ Meter pan is to be mounted on the outer wall of the building where shown on the plans and in accordance with LILCO requirements. • 23 • b. Electrical Control Panel. All electrical controls, • switches, starters, circuit breakers, etc. shall be neatly grouped and wall mounted where indicated. Each pump motor shall be controlled by a hand-off-automatic switch, and each pump motor ~ starter shall contain required relays for auto-start and for control of chemical feeders and appurtenances, ~ c. Electrical Conduits and Wiring. All conduit and wiring shall be installed in straight runs, horizontally and vertically on walls and horizontally on ceiling, Condulet or equal fitting shall be used ! at each change of direction but wire splicing shall be kept to a minimum. Drops to service pump motors and to chemical feeders ~ shall come from ceiling, and service pump motor drops shall end at the motor with at least 2 feet of "Greenfield". ~ d. Standby Generator. Standby generator shall be Rohler 10 Rw-AC-3 phases-120/208 volts, air cooled, L.P. gas generator set, figure lOCM81 with manual start and manual transfer switch with flexible exhaust ~ connector and residential exhaust silencer, 90 ampere hour starting battery with trickle charger; 1250 cfm intake fan with gravity louver shall be provided in building wall with thermostat set to start fan at ~ room temperature of 70°F. Sufficient L.P. gas shall be furnished to operate generator for a minimum of 36 hours. L.P. container shall be chained and padlocked to 4 inch steel post on container pad. • • 24 • All required piping, valves, strainers and • appurtenances for the L.P. gas supply shall be provided. e. Lights and Outlets. Lighting shall be incandescant, • 150 watt flood bulbs, mounted on ceiling. Outlets shall be 120 volt, duplex, mounted on walls 3'-6" above floor. • f. Aeaters shall be Emerson-Chromaloy electric unit heaters, 7 Rw, 23891 btu, 240 volt 3 phase with internal thermostat MT-1 and mounting bracket MMB-10, • on walls 10'-6" above floor. g. Circuit breakers for lights and outlets shall be enclosed in steel cabinet on wall. Circuit breakers • for outlets shall be ground fault protected. h. Supervisory System and Automatic Operation. All automatic control functions shall be provided with ~ manual override. The supervisory system shall include power failure relay, low water pressure relay and automatic dialer ~ over telephone wires to local answering service. Telephone. Contractor shall cooperate with the telephone company in the installation of underground pay all costs • telephone service, perform all work and which this installation will require. Telephone cable shall be 6 pair for direct burial. • • 25 f ~ Conform with Codes. All electrical work and ~ installations must conform fully with the National Electrical Code, with the National Electrical Safety Code, with all requirements of the Long Island Lighting Company and with all local rules and regulations. • • r • • • 26 f ~ SECTION D SITE WORR • i Work Included: The work to be performed under this section ~ comprises the grading of the site, the clearing and compacting of the access roadway, and of the area within the fencing, and the fencing as shown. ~ II Materials of Construction Fencing shall be "Cyclone Chainlink" or equal, 6 foot high fabric, 9 gauge, line posts 1.90 O.D. Schedule ~ 40, gate posts 2.875 O.D. Schedule 40, top rail 1.660 O.D. Schedule 40, 3 strand barbed wire at top on inside. Gates for 180° swing with offset hinges, pipe plunger rod, and locking device (with bar for two padlocks). All ~ materials galvanized ASTM-A120. III Methods of Work, Etc. ~ a. Grading. The fenced area shall be graded to provide slopes to drain away from the treatment building, and ground level at the fence line shall be 6 inches lower that that at the treatment plant building. ~ All necessary swales to conduct drainage from the fence line to lower ground shall be provided. b. Access Road. The area to be used as access road ~ shall be cleared of vegetation and topsoil, and compacted by rolling with heavy equipment. Provide swales for drainage, as needed. ~ 27 c. Fencing. Fence posts shall be installed in 8 inch diameter holes 30 inches deep, filled with 1:2:9 concrete when post is installed. • • • • • i • • ~ 26 r SECTION E DISTRIBQTION SYSTEM ~ I Work Included Work to be performed under this section comprises the installation of the water main distribution system r including breaking and replacement of pavements, excavation and backfilling of trenches, the installation of mains and appurtenances, and disinfection of the completed system. Also included herein is the • construction of the waste drainage pipeline from the treatment plant to the dredged canal and its discharge structure. • II Materials of Construction Materials used in construction shall conform to the following specifications: • a. Class 150 PVC pipe with pushon joints and gaskets AWWA C900-81 ~ b. Class 250 Ductile Iron Fittings, pushon joints and gaskets AWWA C110-71 c. Cement Lining for all Ductile Iron • Pipe and Fittings AWWA C-104-74 d. Gate Valves - Double Disc, non-rising stem, open clockwise, • with operating nut AWWA C500-71 e. Valve Boxes - 3 Section CLOW FIG 2450 • 29 ~ f. Yard Bydrants - "Lock Lid" street washer type 1-1/2" hose connection, anti-freezing for 4-1/2 foot bury Murdock M-6150 1-1/2" • III Construction Methods a. Excavations. Trenches shall provide minimum 4-1/2 ~ foot cover for pipes. Trench shall not be wider than necessary to provide working space. Trench bottom must be shaped to accommodate pipe, ~ free from stones, boulders and debris. Backfill shall first be placed and tamped to the springline of the pipe, and then placed and consolidated to surface level. • All applicable provisions of Standard AWWA C-600-77 shall be complied with, together with such modifications covering PVC pipe specified in Chapter ~ VI of the "Unibell" handbook of PVC pipe. b. Blocking. All dead ends, bends, tees and crosses requiring thrust blocking shall be restrained ~ against movement by concrete blocking against firm soil as detailed in Section 7-5 (page 70, etc.) of the AWWA Manual "PVC Pipe - Design and Installation". c. Cleanliness. Extreme care shall be taken to keep all pipe and appurtenances free from dirt, sand and all possible sources of contamination during storage ~ handling and installation. Each pipe shall be swabbed with a 25 pact per million of chlorine solution just prior to placement in the trench. ~ 30 t Pipe ends in the trench left open and unattended for ~ more than a few minutes shall be temporarily plugged. d. As each section of piping between valves is ~ completed, and concrete thrust blocking has had time to cure and set, Contractor shall demonstrate that each section is watertight under a pressure of 100 pounds per square inch with allowable leakage of ~ less than 0.008 gallons per hour per joint of the section tested. e. Disinfection. All PVC pipe and appurtenances shall ~ be disinfected prior to being placed in service, using calcium or sodium hypochlorite solutions so as to provide 50 ppm available chlorine in all parts of the pipeline. All provisions of AWWA Standard ~ C-601-68 shall be complied with except that the flushing velocity may be maintained at not less than 1.0 feet per second. f Contractor should particularly note the provision of Section 10 of the Standard which requires repetition of disinfection procedures until satisfactory bacteriological samples are obtained. r IV Safety Contractor shall be fully responsible and do all ~ things necessary to maintain safe working conditions and to protect his workmen and the public from harm or injury. • ~ 31 - - - 1 V Clean Sites of Work s The Contractor shall maintain all of his wocksites clean and free from debris at all times. • • f • ~ 32 REVIEW OF DEVELOPMENT PLANS BAY VIEW VENTURES, LTD SOUIHOLD, NEW YORK NOVEMBER 15, 1982 • PREPARID FOR: THE TOWN OF SOUTHOLD HENRY E. RAYNOR, JR., CHAIRMAN SOUTHOLD TOWN PLANNING BOARD SOUTHOLD, NEW YORK 11971 BY: ALLAN S. CONNELL, DISTRICT CONSERVATIONIST UNITED STATES DEPARTMENT' OF AGRICULTURE SOIL CONSERVATION SERVICE 127 EAST MAIN STREET RIVERHEAD, NEW YORK 11901 IN COOPERATION WITH: THE SUFFOLK COUNTY SOIL AND WATER CONSERVATION DISTRICT 127 EAST MAIN STREET' RIVERHEAD, NEW YORK 11901 • COUNTY OF SUFFOLK PETER F. CONALAN SUFFOLK COUNTY EXECUTI V E SOIL AND WATER CONSERVATION DISTRICT November 15 1982 STANLEY A. PAUZER 0 DISTRICT MANAGER Mr. Henry E. Raynor, Jr., Chairman Southold Town Planning Board Main Road Southold, NY 11971 Dear Mr. Raynor: I am forwarding to you a report that Allan Connell, of the USDA Soil Conservation Service prepared on the subdivision known as "Bay View Ven- tures, LTD". Mr. Connell and I visited the site and I heartily agree with his recommendations. I hope that you will be able to have the • developer incorporate his ideas into this development proposal. We would be glad to meet with the developer and offer our services to him. If you need any further information, please call. S~i~nc~~eire~l~y/~e_ Sta.•~v 1 A Pauze~~ District Manager • 127 EAST MAIN STREET RIVERMEAD.NEW YORK 11901 1516)727-2315 • :.UNITED STATES`DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE 127 Vast Mein Street,>Riverhead. NY 11901 Noveaber 13. 1982 f Nr. Stanley A. Yeuaer, District 1lanager Suffolt County Soil 6 hater ConservatioA District 127 Bast tlsin Stseet Riverhead, NY 11901 Dear Stan: I have zavierad the subdivialon plane"-for Bay Vies Vent?cres, LTD at yrour request, Tha first oonca><'sl I have is, 'that Ctie pmpwe~ draierge facii= ities for tbe'vatetESTMd'areas that I laiihted 1-3 oa tl~ plans are inada- quate to haad)!e the expected rlmoff fraw.a 10-year --g4 hour stR>t~a., 1?0€ exas~pla,,a~ea nn,4sr 3 has an espeeted,:rfiinfall depth of S inehea and a. runoff de*tb o~ 1:38 lochee.- The fIlquired storage for this sisr stop would be 9b38 IgFbic feet to pravaas floe~tAg of roadt and adjoining pm*srty. The plan shows two catch bhsios bandlinlg the ru4aff Mhich - only eaounta,te 812"cubic feet of atorags. `This of oaurse !s tati~ into account tnchrrgb into .the a$il pie ~aurriwdia~g the catch basin. It • appears that additiosai catcha4aaa world be necessary Sn arch of -these watershed areas to hacd~s ruaoff adequately.:. Ao on-site wil investigation vas side st each of the yixoposad vertical ' drain sites to detervine if the soiix ors suitable for i~ie pmpoaed use. -The areas color coded !n green oa sry plans,~has clean nand at a depth of 3 feet helvw the surface. Thii is ~it+itabla for a vertical +prain, but it appears. that there my be a`high water table in this area:' I would reeo~aend digging s test pit to a depth of 3 feet to deteraiae if this probie~ exists. The am color twdsd in yellow has a suitable soil pmfilei for a riartical drain. 'its found course sand a# a dapt6 of 2.:3 feet below`the`surface. ' ?here-was no apgarent high water table present. The asea color coded in brown has the greatest patential for pmblesls. The soiY basings we took showed the water table to be at a depth of•5 feet.. This water table viIl fluctuate'and ooal6l rise as web as 2 felt during' wet conditions.. A test pit would elm ba,aecsssszy base to detersive'the depth of the water table during wet coaditioes. I would reeotend constructing a berm arouad each drain appsosiastely'tro feet,higb gradually sloping away frai td?e'draia. This Mill prevent a8y emaida of the side slopes and help pmtsct the vertical dreia frostfilk~ ing in. • s PiA P~outh loamy sand, 0 to 3 percent slopes. Deep, nearly level, excessively drained, low lime, sandy soil formed in outwash. The available water capacity is low to very low. Permteability is rapid. ~ ~ I I Pi6 Plymouth loamy sand, 3 to 8 percent slopes. ~ ' Deep, ,ently sloping, excessively drained, 1cw lime, sandy soil .formed in 'outwash. The available water capacity is low to very low. Permeability is rapid. > 4 . - ~ 1 PiC Plymouth loamy sand, 8 to 15 percent slopes. . Deep, sloping, excessively drained, low lime, sandy soil formed in outerash. The available water capacity is low to very low. Permeability is rapid. Re6 Rivenc~act very stion;r sand,~loara, 3 to 8 erp c:eni_slones. • Deep, gently sloping, well drained, high lime sandy soil formed in out- wash. Surface stones are common. The available water capacity is moderate to high. Permeability is moderately rapid. t~~`` • . Nr. Stanley A. Pauaar~ District t4snsger - ti/IS/82 (2) Suffolk County Soil & Watas Conservation District The vastinel drains wet ba maintained once the project is complete. The Tovn of Southold should consider who will ba responsible for clean- ing the drsina periodiaslly to renwve silt that boa built up. The outlet pipes entering the vertical dsaim should extend far enough out so u eat to spill onto cbe •ids slopes. The outflow from the pipes should also fall onto crushed rook os other form of rip-rep to prevent undermining of the aide slope. Since the sm~orlty of the runoff wall trawl overland into existing - wetlands and draitugaways. I would reaosmrnd that each hoe have gutters. downspouu• and drywalls to reduce the total volume of runoff enteric these drainagewaye. The steep eloping land mapped YiC (Plymouth loasry sand) in the Suffolk County Soil Survsy~ along the northeast corer o! the property should not be disturbed. It is very diifiault to rustablieb protective vege- tation on thin soil type and thus beeosNS a severe erosion psoblw. The landward limit of ehs tidal wetland along the west side of the pro- perty appears to ba further to the east than what is shown on the •it• plans. I would racosrmend having the MYS Depsrtaient of Snvironsmatal Coesrvation or the U. S. Army Corps of 8ngiears satabliab the land- ward limit of the wetland end then have the wrvsyon locate the lino exactly on the plane: Sroaion and sedimentation should bs kept to a miniswm during and alter construction is completed. The developer should agree to the followings 1. Disturb only the as~as needed for construction. 2. Remove only those arses. shrubs. and grasses that wet be re- moved for conattuation. 3. Stockpile topsoil and protect it with snchorad straw mulch. 4. install strgts~ autbe~ electric end telephone cablss~ storm drains. and sewers do advance of home construction. S. Temporarily stabilize each segment of graded or otberwiee dis- tusbed laid by seeding with one of the recommended annual grasses in Table 4 of !!A Guide to Conaarvetion Plantings on Critical Ecoelon Areas." Aa aoetsuction !a completed perms- nantly stabilize each segment with persnnisi vegetation. For lawn areas. I would recomwend s mix of 6St Tall fescue. 20% perennial syegrau . and i5x Kentucky bluegrass at a rats of 4-g lbs. per 1000 eq. ft. • 6. Stabilize each lot within 4 seethe after work starts on hwne COntCTLLCt iOn. Mr. Stanley A. Yaucsr, District Manager - 11/1S/82 (1) . Suffolk County Soil 6 tiatsr Conservation Distsict 7. Stsbiilae watstvay arses bq seeding wich an annual terse crop aloe~g with perennial vegetation. Consult enclosed guide for rssosMndations. Protect a:posed arses vtlb arrow suleh immsd- lately after seeding. If I can be of further usietancs. plsaae lot se know. Sinesrsly. ~~~7-~ C~~ ~~P Allan 8. Connell District Conservationist gna. .R ~s74 ~ ~~tE, K Xq~.~- Assoc ~ ~Opex ~ ~ ~iTu~ .~t~~~ s ~ r n . S ' APpx°~~~ts e~ sting ~ ' oa Service coop FQS,r Conservati an District kg or code no a~~t of Agticaltuie, ~ Conservati B~~eg Stilt ~ naA a nred bg U, S. Dep Prep C. SACItE Ry6 ~ Y186 1 ~ ~ ¢r 9 Y ' i ~ w . ~ / - Ra NaA to MaA Z,~ 'tea Rd8 Q~ Ha9 ~ n a ~ mC3 ~ - Cutcfio9ue ' " , RdA ~ ~ - ~ Ha8 ~ Rd8 Sy~ol •.x„' ~ RdA ,2Q ' • 't"`'A ~ Rd8 ,Q HaA ~ ~ ~ peg, L~ ~i ~ !HaA ~Q~ HaA . RdA ~ f ad a _ L, ~ h~ ~ Rd8 c j a ~ . p~~. II 6 HaB HaA . * ~ .~Q /f ~ HaA ' ` ~ HaA Rd0 ,I! k, Q-a ~ t }Ia8 G ~ ~ Rd6 ~ y ~a~ C4\ - ~ aq o R~ HaA n •;v ~ aQ-=~" v ~ Rd m ~ j Ha~~ ~ ~ tia6 ~ ~ ~ n ~It ~ HaA g ~Y R~iA v'a ~ Ha6 t - Ha a ~ E CAS ~ ~a4 ~~IRa ~ ~ HaA i~- RaQ riaA~ « ' y ~a6 HaA ~ ~ f , R ~0 pt6 ~ ~RdB ` Ra vq` I f'~ ! ~ y- Ha RdA Y „ Cp Ha8 / ~a ~ i R GnA.``~---~,~ ~ p1A elm ~ ~ aQi\ 1,1 7m~ Rcif3 ptp P!6 . ,Z. p~• T m RdA Rd6 pIG ,L 'r ..o RdC V t r ~ ~ } ~Y ~c~~r PtA ~ I~ ~ ~.~~a-~=~` ~ ~ RdA 'Qs n ~ , - HaA i , t w-.. ~ ~ a. ? , co ~ a~ a x Ne a \ ~ L h8 t rY HaA ~b8 ~r. 'r/ Tm`\ Sm R @R , , 1 ~ ~\Y\) ~ l RdA Yr~ . ~ ~u, HaA a; RdA f' r~ , F % RdA ~ ~ ~ ' F ti m ~ 5u PtA` ) ' PIA 1 Uf0(7 (z ~.4 ~ ~q Kimogener rr. ~ ~ ~ .y Se - Point . ftd~ Rt,B Fd~' ' ~ ~ c ~ \ _ ~r~~,F Fd } /Marratooka n HaB SUFFOLK COUNTY, NEW YORK - SHEET NUMBER 17 17 2 ao5 o0o Pe'Er I HaA iJoins sheet 8) ~ RdC u~• HaB P HaA 4 HaA RdB j~B Ra RdA Ma Hey HaB RdB RdC "-~pi HaB HaA Rd6 ~ lia6 tid Rd8 ~ {t P' a yd ~ of i p HaA cF v He 6 G `~1 i sl 9 ~a N a~' C~- PC _ PIC I ~ ` ~ ~ P 25 HaA 1 y ~ HaA " HaA ~ RdB HaA RdB RdB % ~ Cukho i ~ RdB ~ q ~dA , ~ ~ da ~ RdC pm83 HaA ' ~ aq RdA 2 y~g HaB ~aP ~ WaB . Ha6 Ham , ' Rd6 ~ ~\y I PIA d8 27 Ha Ha6 r ; ~D ~ Haq RdB PIC ~ I RdB Q~'c~ I RdA a ,~s yde ~ Ir, ~ HaBRa 0. a6 8 Ha6 J' ~k:;,. ~ HaA 2 Cu c 9 Rd a ~ ,Fd Su HaA HaB'f : V u, ~ a8 Q• Rd o i ~E . • ' Bp ~ m n /e Ha8 Sdq ~ ~ RdA `'h ~ yde 'QdC' dP yaQ~~ = 9a6 Fd RdB HaA y', , -PIA 18 ~ ~ e ~ Su ~HaA P , / Rd8 PIA SACRE EA yd f ~ ¢ v Mf8 r~ c Er Rr cP A Tm RdA ya i 'Ap• ~ ~ , _ HaA ~ ~ Q y Ha8 ~ / C `~~G~, ~ v ~ Rci,; .~'Q-~~ ~ a~ `PIA D RdB 4 ~ J ~,.L1~ Tm v_ SdA HaA _ ~ ¦ m ~a~ ~ ~ 1 No u r RdA ~a y Ra r~ a.; HaA o m 9 HaA ~J PmC3 ,r: a m ~ I Ha6: ~ ~ s ~ ~ -1Tm o n v tid ' ' PIA ~ 9 9 m ~a HaA a 6 Y J Tm \ HaA ~ ~ ~ RdB ~ ~ ~ m mC3 PIA CPC d6 3 RdA ~ p~C ~ ~ i_~ ~ ~ _ ~ ~ _ A ~~,a ~ `p HaB y, d~ ~ ` ) RdA RdA a HaB m R \ ~ RdA ~ r • j 0 HaB J J, ~ \'S?~ \ . Ha6 ~Q° A Rd8 \ ` m Rd8 Cutchogu~~ ~a` ae Rd6 ~y ~ CpA ~ ` u8 ,Tm _ ~ ~ ~ ' CPE ~ aB S~uhool ,_,PE ~ ~ `r ~ die ~ ~ F ~ f3ruaduxtler ~ i~ ~ Pl RdA Q ydo'~ 3 ~ HaA ~-~Q~O HaA q i Fd a4° PIA •'CpA Cov I'll ~i ~ ~ ~ . _ ~ H C C aA r . B P ~ HaA 1 d Rd8 `Q RdA ~5~ , ~ ~ PIA ` P Tm c~c " ~ s' ~ ~ ~,e0 ~ Ha6 Hah, RdA ~ ~PI$ ~ ~x~7m Fad tQ{ I.~il > > W erville HaA a a ~ ~ ~ ~ ; ~ ~ q BP ; HaB 1 ~ HaA q k, o l e ~ Rd$ ~ Z` I L~ ~7a = z Ha8 ~e~ RV G H y~ ~J 4a Q, _ ` ~ HaA HaA RdA A p~ R_d6 Rd~ Ha8 . i~ ~dP A ~ RdA j M ~ T?r ~ - I TLn ~ ~C~ f PfC ` ° m ? _ ~ Rd6 d6 I,T HaB ~ ~ ~ ,p ~ ~Rh$'~; ~ ~fi~., ~ J.. G~ 7m ~ r ~ i ~ o v N Ha8 HaB ~1. aP aQ i ~ p G .Q,a i~ u I O ° ~ ~ HaA ~ HaA HeB ~ ~ P RdB HaA 'y 'r d0 ~z. ~ CRA / v I e ~ ~ Ta ~i R i ~ B CPC r Z m o o m a0 v a8 C~ p f.\Pc Z q ~ m ~ RdC m . I ? ~ F~ y0 j E m Rd ~ I ~a ~ ~ RdA Ha~E y P d ~ ` ~ ; ~ " D~. I ~ , ydQ' PPS Q''r ~Tm Flee e GPE ~ FMS \ PI~. ~ ~ i ° > E } 21 Rd ~ ~ ~y Rp a e v ~ A ~ yep o ° ~ - HaA, ~ ~ \ HaA PIB F g s 1 ~ CPC @P y O 2 ~ ' ~ HaA s~, RdF ~ ' a ' _ m H2A ~ n tEF, . r~ E ~ / ~ , w ,R6B ~ ~ ~CTm a Harbor d°a Plc ~ o a Z ~E ~ ~6 f~ U o!lldif 1 HaA ~ RdA Ray p18 HaBB IC' m HaB ~ Rd6 ~ d ~ ~ p ` v o m C _ t > v o ~ • ~ Ha6 Rd8 i ~ PIB HaA ~ HaA h y ~ ~ ` ~ I- o ° L~ B / ' 1T., aA Marsh r / _ Harseshne ~ _ cn O A o ~ 't ~ ' p~,rJ'~; ~CuACa Ha8 25 RdB ~ Rae ~ ` ,Fd .i Point Cone' o L' ~ o Fd i RdA Rd6' P2q u', j I ~ ` r A/S' O - Q - " RdB y, Ra . J v ~ ~ ~ ~ ~ ~ HaC Ha6 ~ ~RdC ~ ~ v~~ Rae' . f I&., PIA ~Tm ~ ~ Rd8 Tm~ ~ ~ Tm i O o !':•.t :P: PIC ae ~ 6 ~ a~rl ` I ~ 111 i~, ~ ~ I lL a "R~ ~ J ti ~ ~ ~ m m ~0 ~ El ~ 'd r ~ far M O ~ ~~f`.r ~ m ~ ~ ' ~ Tm Tm PIB i » o-t ~ ~ a t s" r a~ ~ I $ f. _ m~°" >IA ~ ~ ~ ~ ~ L I T T L E P E C 0 N I C I N or 'o ~ i , al - ~ BAY m t Fd a RhB r k z. RhBa S1Y ~ ~HaA RdA_~ ~ 1 ,y ~ f' o ~ rv o ; HaB F i, ~ ~ nl m rn Fd ,~-..r-.''a HaA ~ HaA Rd8 ti jl ~ ~ _ _ o , . i , Mu u RhB C' ~ ~y 3u I 1 uB ~ . E ~ U Fd ~ ~ ~ ~ i~ I i ~ C * o E e ~r , ~G r RdA ~F~ Tm , o g , ~ Rh~'~~~ ~tdB ~ ~p~ ti o o ~ ` QI00 a ~ RdA ~ J RdA ~ 1 ' ,c i ~ M• Rd B . m ~ T . I G. P 6 w~ ti`: ~ , n ' k. ~r Tm~ , •I ' ~ 1 G ±f' h ~ PI HaA A PI CuB ± CPG ~ : tJ HaA ~0 ~ ro i ; ;1`m : Tm ~ ~ ~ HaB o s~ ~ Rd6 , ~ -a r~ o, r Su PIA r ~ er'~~ I ~ i~,~s •Rh6 ~j l RdB y ~ P19 r.s '4 ; s t , 1' ~ ~ c Kimo h en B er R ~ g - ~ s \C HaA R , Point ~ x" _ J Tm, ~ ~ Cy s M,;,. ~ ~ ,RtlB RdA p~~, rPN~ Fd ' Q,e• ~ ~ NDRTH RACE p~f~ - .Fd w~, Marratooka HaA ~ ~ ~ ~ Fd\•r~ Paint cpF ° ..Cue , /Fd ' '4' ; I ~Iq ~ 2s PIB ~ ~tr'~% c°e PIA ~ pla p - 4 C R E A T P E C 0 N I C B A Y - •~~u,Fd - ~ •PfA RdA~, . ~ _ _ Bc. Robins Island (Joins sheet 30) ~ THE WATEP S~P?LY & SE'NAGE DISPOSAL SYSTFr- tii ~ - ` ' { ffiUFi~-a,.. wuivlY DEPT. OF HEALir; . FOR "'LS ;L'ED1CE 11'!LL CONFORM TO THE ST~,;;:;.'. •r~,t,-; `THE SUFFOLK CbUNTY ~ " + El~R APPROVAL OF CONSTRUCTION ONLY, f~EFF,R-fi~;~N-I -F HEALTH SERVICES YE8=4r I' I,7 ~If~ v ~ ~pp~~T_ N.j.~_ O~ PATE _ HS. REF. NO. 1~ ~ 1929 NORTH SEA RD, t~Q m ~ APPFOVED `OUTHAMPTON N.Y. 11968 ppOP03E0 , ,ci1J 263-6360 ~ ~ WATER MAIN ~ ~~v ~ ti° 0 o I ~ ~ 12 DRAINAGE EASEMENT < ~ CpV~tiON ~?~~~ECT10~~ - ~~Qt1lRED_ S.3 PLEASE NOTE ~ ` ~ _ s Requires septic tank R=60~° ~ - ~ cover to grade. fl ~oPov~ED x a. A ,p. E ' ~ v. ~ ~ I ~ ~ ~T P,Po ~ WO ~ yuA, ; R WATE RvEG ~ N - I',;1 \ . ,Y h / x,ss R5E ~ ~ ,r ~ I L. Lot 15 / s V1';;', t' o Lot 17 ' FIN, xT7 T ',1.~ .cS -Q~_~,. 11: R ~h 1A.o FIPIIhNGi Ci2e'pE i p.7. o%;F~ S ~~'j ~,1 1 _ 1 g ~ _ _ '=y 1 e T.7 - \ ~ 1 Ze- i B.O LL.S4 ,4.a.i ~ V6tTw iAMit GEr. mmi., O - _ - - ` : ' _ _ ~ ~ / Iz x[s iv Lot 16 ~ / C~K. WATE2_ EL.°I.I Z_-_ _ p I ATEEI°~7 Z ~ Ik ' . [ ~ i ~ w %G4 ~/~AJ" ~E WA Erc D1dJP0/iJdL r/JY~'rEM 2 I I 1 ,.;7G~1£...~A1rlII~„ __.__-._-"•n*-:-w~. ~~-------E-,,,. *..r 4r~~¢wy:,T.o`'f!~I~1N,+. ~ L4N0 _ \ rL4N0 i ~ _ - - `rte -x74 .I a ` - - a.. ~ fyf7LgNDS x',_ g6p9 N7~~28,~ - - - 5-t3p2\ IE LINE AlONO 193-~,` APPRO%. H.W.M. DEEP HOLE CREEK or WlL L lS CREEK _ _..y._ ~._.a: NOTE ~ ~ ' ELEVATIONS SHOWN HEREON ARE REFERENCED TO N.6.V.D. (MSL 1929). , SURVEY FOR JAN. 30, 1988 UfFOLK COUNTr DEPARTMENT bF H€wlfiH IERS/ICE: ROBERT W. KEITH d HELEN W. KEITH au~r. io;ieee LOT N0. 16 ~~HARBOR VIEW AT MATTITUCK JunIe27,1988 DATE DEC. 23,1967 FOR APPROVAL OF CONSTRUCTION ONLY AWN OFTISOUTHOLD SCALE- I"=50' ' fCR-SL9 [O~ NO 87-1480 LATE ~-3~--HS REF. NO.~~._---r- SUFFOLK COUNTY, NEW YORK • UIMUTH01112 EO AITUATI ON OR AOOITION ro rHls GUARAN TEEO T ~L, SURVEY IS A VIOL ATIOM Oi SC CTION 7209 OF THE ROBERT ~(~1WF6N(1 N W. KEITH ~PPPOVED /~'~L ~ NEr +oRlc sTAtt [DUCArION LAr CENTU S~1 ~ ,p~ ORATION Z N corlES aF rHls suRVEr MoT [EARNG TMC lANO CHIC 0 DNlpR y~* OMPANY O~I /b SUR VETORS INREO'SEAL OR EM[033ED SEAL SNAIL O C9 MOT CONSIDERED TO lE A VALID TRUE COPY O G RGUA RAN TEES IMDIU TEO HEREON SHAH RUN ONL+ TO ~ 'Z' G HEALTH DEPARTMENT-DATA FOR APPRON4l TO CONSTRUCT THE PERSON fOR WHOM rNE suRVE+ IS PREPARED = ANO OM NIS EENALf TO THE TITLE COMPAM+, GOVERN- 0 ? ~ MENTAL IGEMC+ AMD (ENDING IMSIITU TION LISTED • NURLST WATOI MAIM _MI. _ Y SOURCE OF MATER MIMTE .?IMLIC N fl/I CQ TtlIYM pfT IOOO SCC TIOM 1j3_ MDCx ~ LOT Z_ HEREON, ANO f0 THE ASSION E[s OF THE (ENDING - NTN[R[ A11E MO [ANLIIM[ WITHIN 100 FEET Of Tw[ rnor[RTr INSTITUTION GUARAN TECS ARE NOT TRANSFER•QE TO A001 TIONAL IMSTITUTIp/S OR SUlSE OUE NT OTN[R THAN TMO>R[ LIOOM N[REON OWNERS 4 . N TM[ WAT[R SYMLY AEY'SFWAi[ DIflO{AL ST[T[Y F011 MI! RQIDE MCC R 01 STAMCEf SHOWN HUEOM FROM MO?ERTT -CIMCS `~4' WILL CONIORM TO TNL fTAM0YID[ OF TMC SIN'FOIR COUN T+ D[PAR7M[MT TO E[ ISTIM4 STRUC NRE! ARE fOR • 3P[CIfIC •f E~ E~0 OP NULTN IONIC[[. ~ ?UR POSE AMO ARE NOT TO RE USEO TO ESTMIISH M S 1F?LICAM 7. PROPERTY LINES OR FOR THE ERECTION OF FENCEf ~ AOORLff "L YOUNG ~ YOUNG ,RI°v°ERFEAD"NEW YORKE NO ~ / ¦ Mf~NU p [STAKE • • LATH AL DEN W. YOUNG, PROFESSIONAL ENGINEER SUBDIVISION MAP FILED IN THE OFFICE OF THE _ ERK OF SUFFOLK COUNTY ON AU G. 21,1987 AND LAND SURVEYOR N YS.UCENSE N0.12845 ~ A377. HOWARD W. YOUNG, LAND SURVEYOR ' --~~Tf~c[[[fOOLna) [MOWN NG[OM N.Y.S. LICENSE NO 45893 ' ~ " °`~f0 FR'ON OTHERS / ? £0T$~ , '~ ~0T$$ LoT#O' 41,885 5'E ~' EASEMENT "OR WATER MAiN ~.water Supply LOT I ~0, 47~ $~~' HEMRY ~j8~. ', HELEH · LocuST AVE. LOTS/ - LOT$O · ¢r, 6,,a,t 8.£ 54,280 S.F. LOTS5 co~. 4 45,296 5.F' HO~IARO e. ~t. MARY ~ LARGER HALL~ cREEK or MuD cREEK 0.0 LOT29 LOTP8 LOTP4 LO~6 $.F. LOTSO WILLIS '~ -L orai"acJe LOT 8. F' LoT9 47,6:98) s.F. MouSE MOVERS' INC. 8 ROSEMARY S. MoRITT FRED S. 50,/// S.F. LOTI9 445aa 8. K TEST LoT lO 49,8577.F' LOTI8 ~ \ CREEK -" LOT Il 46 747 S.I~ 90.8R' oREO~EO TYPICAL PLOT PLAN ./ NO, I NO. 2 t. OoOTo, LOT I6 ~' TEST NO. 6 cREEK HOLES NOd HOWARD~ YOUN~NYS.~ LICN~45Eg$ BY DATE CHAIRMAN, PLANNING 60ARD THE LOT LINES OF SUSD/VIS/ON MAPS AS ElL ED, CANNOT BE ALTERED WITHOUT PERM/SS/ON FROM O0 NO5 L___OCATION M~P TYPICAL SEWINGS D/SPOS.~L SYSTEM USE I POOL SYSTEM ON LOTS, I - 4, 6,7~ SO, 65 - 2 ~ $0, 61, $$ -4tO MAP 0>- AT MITT/TUCK TO~M OF SUFFO/ K VIEW SOU THOI COUNTY, Z I L,~ "OUTLET SECT WASTE OUTFALL 150× NOTE5. 2, TOT,~ L k & ~UP'~ C gzI X 9'1 X X 9'1X J .J X o'g 0 0 0 MLJ= CREEK 5o, ooqs. F NO/ NO. 2 Z TEST HOLES NO. 4 NO. 5 '6,0 Q 0 0 0 :S]ZON -1~3N39 ~OAD MEAPOW I~EACH IE 000113 x x ~'t O'L ] OOgOl~ FINAL ROAD ¢ HAR 5OR VIEW PLAN OF. AT MATTITUCK TOWN OF' 50UTI.4OL':D 5UFF CO., N.Y SCALE I" = I00' AUG 18, I~,?-. OCT I~, FE~. 27, (~4 000 O I ] 5PEET [ OF - - _ % ~ ~ ~ ~ d ~ z Q F ° ~ ~ i i . ~ . - a sTl i•t f M ~Pl.i? TTZEE ~ I' 33 0" - _ - - - - ~ / - ~ ~ ~ - 1~`.rF w.~.y a c.u~ ~Q 8~ I~'~ Rt W ~ ROA-~' ~G,s~nn~,1-T-_ pAV f? Mt = N T - tomes=_~t `~T i ~~'O" I~'O 2<0 -O 121-On 10'-0"~ =CR~~-rE.~ - - t~UG G1z~, I ~#~f?O~P051=D G'f~a?~ ~l - I ~ ro ~ ~1t=iG~a-I- ~Xls't'I ~-id A~~ ~ STri.i 1 ~ r y ~ ~ - ~ ~d~i i- - - =XI STING 'P{~il(~ ~~tlsTitJG C~~~_ 1/ ~tF~ t3~1...OUC ~ ~o - _ - ~?PV1=Mr=N~ ~ ~1~E~ NOT ~~-0v ~ O~ ~ 'P~~ 'D1STUlz~~p ~~-1 N =LESSL~'~ - -~UB'n~u~ Sl o~ 1~lSl~~ul1~~'~C ~?~NTUfz.._ ~ ~ T1J. tif[~TT~TL1C~c r~l .~f ~OI~D ~ ~u~T~-~~~~ s~ c.-~ i a N ' ~ v,-a'c- ~ ~ . ~'2 -moo ~ N c-, ~ Y2 U s~ G r• I I0 70 o ~ o o ~ o q ~ o b 0 77~,~A'~ 0 0 ~ o o o o o 2 o ~ 8 0 0 0 0 0 ( J~A, STJJ~ q-AMD 0 0 'FINAL ROAD ~: DRAINAGP- HARBOR VieW /IT MATTITUC K TOWN OFsoUTNOLD 5UFK CO, N.Y 5GALE ' NOIqZ. I" = 50' VER:T. OCT, 8.00 PLAN OP' \ \ V,/~, 5 TE OU TF.& LL. '~ DEE' De~T~ IL PLAN VV',A~TE, OIJTF,~,LI.., BOX SECTION Ik!V M.¢L/ ~ /zvo/C,~7-~'S ~.47-~ l,'.4zl/z- BOX WATER SUPPLY FACILITIES FOR BAY. VIEW VENTURES, LTD. SITUATED IN MATTITUCK, TOWN. OF SOUTHOLD SUFFOLK 40., NEW YORK ' ' PRI~PAR ED BY HENDERSON AND BODWELL , CONSULTING ENGINEEr, S PLAIN~/IEW~ NEW YORK SCALE ' I'% I00' OCTOBEB ,~, t983 DWG, N° ,0:4P~rW"O/ SHEET/ %! Ii WATER SUPPLY FACILITIES FOR BAY. VIEW VENTURES , LTD. SITUATED IN MATTITUCK, TOWN OF SOUTHOL. D SUFFOL,K CO., NEW YORK PREPARED BY HENDERSON AND BODWELL CONSULTING PLAINVIEW~ SCALE: AS SHOWN DWG. NE ~V/~'-O~ ENGINEERS NEW YORK OCTOBER 2~, 198~, SHEET £ OF,~ l.'>'_>-d& IV.o ~. "\ ; 'I WATER SUPPLY FACIi_ITIES FOR BAY. VIEW VENTURES, LTD. SITUATED IN MATTITUCK, TOWN OF SOUTHOLD SUFFOLK CO., NEW YORK PREPARED BY HENDERSON AND BODWELL CONSULTING ENGINEERS PLAINVIEW~ NEW YORK SCALE: AS SHOWN OCTOBERZ~, 1983 DWG. N~ ~.~,~-~w-oB SHEET ,~ OF5 I V -MOUNTED _ _ ?1 ,~ZZ/ // / .~/CT-/O/U 2P ': 2P" DV/L L .~/.°/IVG .S C.z/d-.4'l.d Z WATER SUPPLY FACILITIES FOR BAY. VIEW VENTURES ~ LTD, SITUATED IN MATTITUCK, TOWN OF SOUTHOLD SUFFOLK CO,, NEW YORK PREPARED BY HENDERSON AND BODWELL CONSULTING ENGINEERS PLAINVIEW~ NEW YORK SCALE: AS SHOWN OCTOBER ~. 1983 DWG. N° ~'/~-o~ SHEET 4 OF ~ WATER SUPPLY FACILITIES FOR BAY. VIEW VENTURES ~ LTD. SITUATED IN MATTITUCK, TOWN. OF SOUTHOLD SUFFOLK CO., NEW YORK PREPARED BY HENDERSON AND BODWELL CONSULTING PLAINVIEW~ SCALE~ AS SHOWN DWG, N~ ~MW, O~ ENGINEERS NEW YORK OCTOBER P~1985 SHEET G OF 5