Loading...
HomeMy WebLinkAbout1000-111.-1-34 OFFICE LOCATION: ��OF SO(/ryO MAILING ADDRESS: Town Hall Annex ,`O l0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 G • Q cDUNT`1,��� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From- Mark Terry, AICP LWRP Coordinator Date- June 12, 2020 Re- LWRP Coastal Consistency Review for KIRKPATRICK SCTM# 1000-111-1-34 The proposed action has been reviewed to Chapter 268, Waterfront Congistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, the proposed action is recommended as INCONSISTENT with the LWRP. 4.1 Minimize losses of human life and structures from flooding and erosion hazards. The following management measures to minimize losses of human life and structures from flooding and erosion hazards are suggested: A. Minimize potential loss and damage by locating development and structures away from flooding and erosion hazards. 1. Avoid development other than water-dependent uses in coastal hazard areas. Locate new development which is not water-dependent as far away from coastal hazard areas as practical. The proposed location of the single family residence is within a FEMA AE El 6 Flood Zone. Potential loss of structures on site from storm surge (hurricanes) and flooding is moderate to high. It is recommended that the Board verify the Beach natural feature on the parcel as defined below. BEACH The zone of unconsolidated earth that extends landward from the mean low-water line to the seaward toe of a dune or bluff, whichever is most seaward. Where no dune or bluff exists landward of a beach, the landward limit of a beach is 100 feet landward from the place where there is a marked change in material or physiographic form or from the line of permanent vegetation, whichever is most seaward. Shorelands subject to seasonal or frequent overwash or inundation are considered to be beaches. In the event the action is approved the creation of a 100' vegetated, natural buffer (inclusive of existing vegetation) is recommended landward of the edge of Beach. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney RECEIVED Town of Southold MAR A 2020 LWRP CONSISTENCY ASSESSMENT FORM Sou old Town Planning Board A. INSTRUCTIONS 1. All applicants for pennits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town,,Of Southold agency in making a detennination of consistency. *Except minor exempt action including Building Permits and other ministerial permits not located within the Coastal Erosio Hazard Area. 2. Before answering the questions in Section C,the preparer of th' form should review the exempt minor action list, policies and explanations of each policy co ained in the Town of Southold Local Waterfront Revitalization Program. A proposed action wi be evaluated as to its significant beneficial and adverse effects upon the coastal area(whi 1 includes all of Southold Town). 3. If any question in Section C on this form is answere `yes", then the proposed action may affect the achievement of the LWRP policy standards and co ditions contained in the consistency review law. Thus,the action should be analyzed in more deta' and, if necessary,modified prior to making a determination that it is consistent to the maxim n extent practicable with the LWRP policy standards and conditions. If an action cannot e certified as consistent with the LWRP policy standards and conditions, it shall not be and aken. A copy of the LWRP is available in the f lowing places: online at the Town of Southold's website (southoldtown.northfork.net),the Board f Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROP SED ACTION SCTM# 111.00 - 01.00 - 03 .000 The Application has been` ubmJctby k appropriate response): Town Board ❑ Planning epding Dept/ZBA. ❑ Board of Trustees 1. Category of Town of So ction (check appropriate response): (a) Action undertaken own agency (e.g. capital construction,planning activity, agency regulation, land transaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Applicant proposes to construct a two story single family dwelling (34' x 28') with attached deck (15' x 30') and driveway (84' x 11.5'). Applicant also proposes to install a new, innovative, alternative, nitrogen reducing IA/OWTS septic system with 161.0 ± linear feet of retaining wall surrounding the septic system on the landward side of the proposed single family dwelling. In addition, applicant also proposes to establish a 50' wide non-turf buffer area landward of the tidal wetland boundary. Attach additional sheets if necessary Location of action: 565 Fisherman's Beach Road • Cutcho2ue,NY • 11935 Site acreage: 18,810 f square feet (0.43 acre t total) Present land use: Residential Vacant Lot Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency,the following information shall be provided: (a) Name of applicant: Patricia Goeller Kirkpatrick (b) Mailing address: 73 Stickland Road • Cos Cob, CT • 06807 (c) Telephone number: Area Code(203)253—3555 (d) Application number, if any: N/A Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ® No ❑ If yes,which state or federal agency? NYSDEC DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable The proposed project is consistent with this Policy in that,the applicant proposes to construct a single family dwelling with an attached deck,a common place structure for the area in that many other homes in the area are adorned with similar appurtenances.Consequently,the proposed project is consistent with the above referenced Policy. Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Policy 2 is not applicable in that,the surrounding area does not include any structures that can be classified as an historic or archaeological resource. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 5 through 7 for evaluation criteria ® Yes ❑ No ❑ Not Applicable ❑ The proposed improvements(i.e.Single family dwelling w/attached deck)will be constructed consistent with the predominant character of the surrounding neighborhood.Consequently,the proposed construction activities are consistent with the above referenced Policy. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria , Yes ® No ❑ Not Applicable ❑ This project is consistent with Policy 4 in that,the applicant proposes to install a nitrogen reducing septic system,effectively Minimizing loss`of resources by reducing the nitrogen out-put traditionally expelled by traditional septic systems Consequently,this project is consistent with the above referenced Policy. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III . - Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ® ,Not Applicable This Policy is not applicable to the proposed project. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This policy is not applicable to this project Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III-Policies Pages 32 through 34 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This project is not applicable to this Policy. Attach additional sheets if'necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable This project is not applicable to this Policy. Attach additional sheets if necessary PUBLIC COAST POLICIES Policy 9. Provide for public access to,and recreational use of,coastal waters,public lands,and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria ® Yes ❑ No ❑ Not Applicable This project is consistent with the above referenced policy in that,all improvements to take place landward of the tidal %nratlanri hmind;irv. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependence uses in suitable locations. See LWRP Section III—Policies;Pages 47 through 56 for evaluation criteria ❑ Yes ❑ No ® Not Applicable this policy is not applicable to the proposed project. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound,the Peconic Estuary and Town Waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This project is not applicable to this Policy. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable This project is not applicable to this Policy. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable This project is not applicable to this Policy. Attach additional sheets if necessary KIRKPATRICK PROPERTY Situate: 565 Fisherman's Beach Road • Cutchogue, NY • 11935 SCTM#: 1000— 111 —01 —34 (Photographs taken on November 7, 2019) 16 1 p F a ply ' INS me 141 A e ,.9 it y ,t. ':rfJfi! The photograph above (taken facing southwest) depicts the westerly property as well as the landward corner of the proposed dwelling. KIRKPATRICK PROPERTY Situate: 565 Fisherman's Beach Road • Cutchogue, NY • 11935 SCTM#: 1000— 111 —01 —34 (Photographs taken on November 7, 2019) -+lrl h: P ' 1 • 4� 1w +t� The photograph above (taken facing south) depicts the marked out location of the proposed sanitary system, as well as the landward westerly corner of the proposed dwelling. KIRKPATRICK PROPERTY Situate: 565 Fisherman's Beach Road • Cutchogue, NY • 11935 SCTM#: 1000— 111 —01 —034 (Photographs taken on November 7, 2019) TW .t r �1J�111 71 Al.- ..r •', _ * ✓',,,�tib. w�I,.b, �_•._"�+c._,,. 'F ` g n r• The photograph above (taken facing southwest) depicts the proposed location of the sanitary system treatment unit, as well as the location landward corner of the proposed dwelling. KIRKPATRICK PROPERTY Situate: 565 Fisherman's Beach Road • Cutchogue, NY • 11935 SCTM#: 1000— 111 —01 —034 (Photographs taken on November 7, 2019) Y ' s 4 _j'�� s�'' .., aar! - - 'v �_ �"-+ .. c 1. W Rte'" "•� 'IK9•. .'� �• _ �,�. ` _ .I� Y w�:.�•c.. r�.� �"^+�` _a deg-,"+ '3+.�ti` � � a �� �./�' .` r "` ws7�• '.`•fir . r.3 �ti The photograph above (taken facing south) depicts the landward corner of the proposed dwelling as well as the easterly seaward corner of the proposed deck thereon. KIRKPATRICK PROPERTY Situate: 565 Fisherman's Beach Road • Cutchogue, NY - 11935 SCTM#: 1000— 111 —01 —034 (Photographs taken on November 7, 2019) � •r l' y. r. r7, }i� �' lei '^1 •. +r..Ycs✓. �y- T �7!d� ,i' rte+ \ !'Jn _T��"��iF'�.lR��`, r" , .�� � _. moi,,'s.ate� •r .+,. ,�y r* , ..,�Jfo' ;:�i�'�- .�', } yr ��i`' n��`'4( •,f,i'r L1�l - � 1a: r The photograph above (taken facing southwest) depicts the staked-out location of the seaward westerly corner of the proposed deck. KIRKPATRICK PROPERTY Situate: 565 Fisherman's Beach Road - Cutchogue, NY - 11935 SCTM#: 1000— 111 —01 —34 (Photographs taken on November 7, 2019) P hm 4W A I ge z Iro Ain f NN Al 'o, ;i W M W', 41, W, 'Aira. 7 V,I IN CT- 1 41W - 1 _t -,77 V.- 4W w4wl 4t -yt OF 4 -n, Mal Fit lki The photograph above (taken facing southeast) depicts the seaward corner of the proposed deck. KIRKPATRICK PROPERTY Situate: 565 Fisherman's Beach Road • Cutchogue, NY • 11935 SCTM#: 1000— 111 —01 —034 (Photographs taken on November 7,2019) a 1. N s _ � t T The photograph above (taken facing west depicts the area seaward of the proposed dwelling as well as the adjacent body of water(Cutchogue Harbor). KIRKPATRICK PROPERTY Situate: 565 Fisherman's Beach Road • Cutchogue, NY • 11935 SCTM#: 1000— 111 —01 —034 (Photographs taken on November 7, 2019) y. ( > Y r i ' r �,r ' D r ♦ ; n i The photograph above (taken facing north) depicts the landward portion of the subject property. 'e:• a �j ° 6 ^ � i I ryil I.�t �. � � tom' _ _, �� "�.'�!' ,•iI w '� p'• ,elms ,. `� � a � � � ""� S� d -" .' M "ro, a7 ,� ' to� o ----'-' -- z a • � e �� 'IF•y� � a "i' _.a • "'� e 3a" s,,` �-_ 4 w- t ♦ e ec .p- y q sA(d _',.fiA(d row' ' �� J � � � • \ ...�a .• .8 a, M` M \\'� a � d n as a <s �(ei 5"3''• z s � +, � A � 'p' 't' 41 � wa i �° -�'� • s.t � ° n, e 7 /aoy n � d, '� d ew ,drat •, - �` a w ��a • +tea-'L`L' S •• n+ w M`id,- °• f ,• d m fi C y \� \' _ °ii•SL' i-iAll-nn i w w w •to a+., a t °'",ww d� x e •r'� ' R, 1 Y �,,"Zs�... _..�... \�� a n+¢ t'i' --- o awn ,e 1e N9 e9 •P x°ee. 15 14 I A 123 ?IAs� ply OlD M NHAOEN e.. ,9 9 M` •� M \ M „ �6te m ' w B ,7 , m.� 5 2t 4 ✓ q, m;'" M '\ 13 is RO, e �'. •Y a (vat.wiM , 3; P°y. � ,6 d`T 64; . - 15A s tet+• +°''A' Y S � 9 73 d, s` ,9 2 ,•n iZ�d ,z • P° .} IP ,s teA(e) r � �^ Up,d 2 _"ii-t,w d` a "� ` .'' d" c« ,� a,Np 8$•moo � \ sg / A 10 n Aw ,1 t.7A H 04i 01 , A(c 'mj i Y A. .� s•.�' •`' ,.....- s Q ,xt' ,1 7p `� -i, • M� '\ 28p SOOm N 309 I m -- 'S 7-Mlal' f ( '12 t FZe M '' �• w 2 O2 a. ,9 �4� 5 ¢• ~ „1 �A `� ' 2Mld Inc ' v O t\ M OY _3781}__ a.a � s'','f ew.� 3 •" i W�mn �-+ P e t 'o§ A �\A -oas ^ � 1• � :tr P.,,,,, .. .n 13 2t ,d.i a ___ __� M` GI 1r.-m '\° J 1 OS 11 ,3i 'AA 1, z, 15 72 < I-4A(.)) tAA(c) ,1 i ; yA emi ,� tl 2Wc) I y.0 Ti''9• 6)' t`^ 4 rte.'mY c" 1.53-c) M \• • ¢ A`d M :fie ._,1 �� 121gA1c) � � S � 1.3A(1 8 tM e� 51 •° r .„ 720A(c) w. AA pw ® M A � zeA(w ,.KL C r "00,FOR PCI.NO.RO �•]6.6 m � r x f, SEE SEC.NO. —L .0 911"1411 \..,\ FD wtal (trE ..\ 19 to 45 a` � •epp" NoncE COUNTY OF SUFFOLK 1 ------ --F-- (r) �--•- — •�^• —— _rte_._ - .� Real Property Tax Service Agency v j+—_ - - I _ ....._ -. i c.unb rwnw avN v„m, SOUTHSECTION N • � _ ....—_�.-.�f—_._ -.__.:._ L_—�_ _ - 1 1.... �`-��— .. ' '_. Y„�5 � o'a`. ,�.,. ,00° :ao,•eR7v MAn . _, . . ... .V• i am ate.NO.105 i SURVEY OF Part of LOT 9 'PECONIC BAY PROPERTIES' FILED APRIL 15, 1931 FILE NO. 786 A z 3 2020 A T CUTCHOG UE 'TO WN OF SO UTHOLD ` F g SUFFOLK COUNTY, 1000-111-01-34 SCALE: 1'=30' OCTOBER 1, 2018 OCTOBER 22, 2018 (BLDG. SETBACK) APRIL 22, 2019 (SIX PLAN) x OCTOBER 8, 2019 (S/TF PLAN) NOVEMBER 4, 2019 (PROPOSED DRIVEWAY) ��" JANUARY 15, 2020 (RETAINING WALL) r/TEST HOLE �Q EL.3.6' PROPOSED G.L.EL.3.\ WATER FC �O• X SERVICE Fc /N � q y / \ 47�v � 0A, ivy N,\ 5' FRONT SETBACK N58-04'�}0'W `; Qo e�h *A:, 5201 10.00 -a'9 �•b ° / Qom° S . / � (�/ PROPOSED ofy(• +�/ / DHy ELECTRIC LINE 104 V .m'"^tt �' / 4 FOOT CONCRETE '? •� p �// ""p`` 2 / DISTRIBUTION BOX ry 8 ,S Sj� TIMBER CRIB RETAINING'WALL •�/ OGSRY / AS REQUIRED TO SUPPORT U F / O Q N I E E 7 / v ROOM Iry Z,?, O A FLOOD ZONE AE6 Lq �\00\� Q J� S / O TEST HOLE DATA EL. 46' McDONALD GEOSCIENCE 1%1/2018 ,,yam EL. 3.8' MIXED SAND AND LOAM �sF PALE BROWN FINE TO MEDIUM SAND SP EL. 0.6' 3.2' F • � X111; !o Q�. Myw� • �Q X980, WA TER IN PALE BROWN FINE SAND SP ® -TE5T HOLE o o r�q� ,F°F • -PIPE ��4 co 3r/q ■ -MONUMENT �r,NG ;!ft-; 13 ELEVATIONS ARE REFERENCED TO NA VD '88 DATUM. ��C 0,V ,y, NO 7E. WATER ENCOUNTERED 3.2' BELOW SURFACE FLOOD ZONE MAP FIRM J6103CO164H I am familiar with the STANDARDS FOR APPROVAL 0 MEW AND CONSTRUCTION OF SUBSURFACE SEWAGE �0 DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES �,`�� ►,i MEMO and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. ANY ALTERATION OR ADDITION TO TH 15 SURVEY 15 A VIOLATION OF 5EGT I ON 7209OF THE NEW N.Y.5. LIG. NO. 49618 YORK STATE EDUCATION LAW. EXCEPT A5 PER PEGON a ORS, P.G. GERTIFIGATIONS HEREON ARE VALID FOR THIS 5EGT I ON 7209-SUI V I S I ON 2. ALL AREA = 18,810 SQ.FT. (6311 765-5020 FAX (631) 765-1797 MAP AND GOPIE5 THEREOF ONLY IF SAID MAP OR t0 TIE LINE P.O. DOX 909 GOPIE5 DEAR THE IMPRESSED SEAL OF THE 1230 T LVELnEY ;TREET 971 18_165 5URVEYOK WH05E 516NATUKE APPEARS HEREON. ,,,-yyt R O A ......�_.�._ ._ _ I/A own Genal RIEW"mrnts 1. The installer of wR�s OW/S must hold a cumrnt LAWN Ntrete UcEmse pursuant to Chapter 363 ArMcM NI(Sep No Mab.hy Ruwhessse)and LAN 11�`II U Endorsement J(bgoand AltemotM Treatment S)wtem Installer)through the SLRolk Canty Deportment of Labor,Licensing and Consumer ARavev pursuant to Srfbilk County Code O 363- or, a 79(11)(J)• The Department of Lab ,Lkw'airµand Consumer Aflaks maintains o llat of licensed EX l/A OWTS Maintenance Provlde er E^ 2 Mstdir std/proNds o crtiftatkn of the hstaMatkn and ConsWction frau o proMsiand engher or regletsM orchttect for fbd . ELEC. approval of the sptem JAN2 3 /p-'o PANEL mane t anted Cpe'attan and Maintenance Contact between Me Maintenance ProNdr aridPrvprty owner must be submitted to Ms DWELLING WITH A Afl nataned l/A OWTS we reguksd to haw an hltfd 3-ysar warranty and aperatkn/mahtenance weld contact PUBLIC WATER a Than an t/A OWTS nor res o n of the anft shall be vented to Me roof of the rwetdsnce being srwd vine plpss ride extend a mhflnum q of 6 hdhes above the rooflhe and Me tap of Me vent shall how o mInhwm horl3ontd separation of 12 Index to the sloped portkn of the O'-'' roof.h cosse where R to not practkd to vent the system to the reeldence roof, a vent pie moy be J iced to the exterior side of the res7dence 3 N and tennhate a minimum of 16 Archee above grade. 7Aees rent p#Mw shd/be located a mkrMnum of test tom any window or doorway and _ must terminate MM o carbon Ntr devfca AM wt pipes met haw a mhdnum diameter of 2 Inches, U20 AMP BREAKER 6. Garbage gnhdrs shat not be permitted when an//A OWTS b ut/lred as means of sewage dkposd.In odditkn, water softeners shat not Q+O+ d/sohorgs Into an 1/A OW7S m m EXTERIOR RATED 7. Inetaa e/A 01407S tanks according to manufoofursrs rwranmerdoHane AN app/kallo rscommandat/ans provided by the manufacturer shill be r E JUNC77ON BOX BELOW knp/eeented GRADE IN a The VA OWTS tank shat be Insta9ed at/ewe In as dM.attra•,e(with a maxi"um tderu ncs h any dixtbn of+/one quarter hah)an s SPRINKLER BOX mhkrwm 3-47M thrd bed o/properly bw.d and compoat.d sand(hw.Ilam rocks)or poo grow 0 N wad 9. fie top of the 1/A OPTS tank shal not be located grsoter than 23 Leet or less than one foot below Ahd pada. to -0Y0 OV)- 2 AWG OF WIRE Electrical Requirements 0 D/REXT BUR/AL 1.Control Panels J = o errs 7 a. All wiring and equipment-to be installed by the electrical contractor In accordance with the L -0.0 ' National Electric Cods(NEC)and local codes. W.0 b.The Control panel box must be placed outekb on a suitable pedestal near the structure that N serve. LOT® Q 1 P r (preferable a utility Q Q Z Alterroom,and nota theliving panel a be mounted an an outside wall of the structure E C C•Ths Control panel shall be placed at a comfortable height for access. w 3 W DWELLING WITH ` ° d•The panel shd meet National Electrical Manufacturers Association(NEMA)4X ep,cincatians. LSI W PUBLIC WATER o m li PLC CONTROL PANEL s.The am It meet have appropriate seals to prevent geese and moisture from reaching _j m J U C the Control panel orjunetcn boxes. I HOUSE -r - W�11P80 COMPRESSOR A/R PUMP t Each system shall be equipped with a functioning warning system which will acUmte audible �• m fn and visual alarms hat Can be readily ween and heard by the occupants of the building served Z O 0- 2.Pumps, Blowers, Level Sensors, and Controls -T- �. ZELECTRIC SERVICE a Ths electrical junction box serving the pump motor and scale must be watertight and W < _ 1a.1 ELECTRIC RISER DIAGRAM located outside the I/AOWIS tank chamber. v,1 J= gUIRRED TO SUPPORT b•The Department shall observer the pump system operate through a normal operating cycle. N c) 7' F=0 O 263,60' DRIVEWAY S28.40'50"W c.Inspection for leakage of the force main fittings will be made during the pump test procedure. LL q rTi Iry': >:ti• .�t::`•::' •;;;,•''. : i;:::':.�:• General Notes �^ 'V O o Y?.w: DRIVEWAY SURFACE ELEV. 5.5'::^'.' '='';: o LL o ,. Tr•:.`;:' 15' SIDE SETBCK �C'T`` Oa �' 1ri :.'v~ "i'' -a.x`•_ •. �' TEST HOLE DATA 1. LOT AREA: 18,010 sir.of. 0.432 ACRES LID o fO g ,o ►� MCDONALD GEOSC/ENCE z $CTM/1000-11-01-34 (D x er n Q� o 6 Imo. 10/01/2018 3. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM A SURVEY BY Peconic Suviryon.LAST DATED OCTOBER 1,2018 L0 5 2 o vy ((te�aa ELEVATIONS REFERENCED TO THE NAVD 68 DATUM. errs a a o Of W ar o yo x. �' ^ti EL. 3.8' Z 3 0 W J N O 10' co �O 0 Ci O TL' U O MIXED SAND AND LOAM 4 ALL OUTHOLD AND METHODS OF OCONSTRUCTIONTYDEPARTMENT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN U LL J MIN d In O x Y O Q x O OF SGUTHgD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REWIRED w O :7y 'FP 2 W W 00 DO ,j' 5. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. Q a V W 10' w _ J J N M W©10� 0 Li IT � (�� PALE BROWN F/NE TO MED/UM SAND SP �FCONTRACTORDINGL IN THE SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE w O ac MIN .m 34' Ld J L `I ISL EL. 0.6' J. 6. A MINIMUM SEPARATION OF TEN(10 FEET HORIZONTAL AND EIGHTEEN INCHES VERTICAL IS TO BE MAINTAINED BETWEEN 15' v �I WATER LINES,STORM DRAINAGE AND OR SANITARY LINES OR STRUCTURES. O C.D e uR W W ;n O�. W O CD F 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. f) 'y1f1� J -L 10' SIDE SETBCK ,Juju o ? g E a ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOVIN,COUNTY,STATE AND FEDERAL 11 N N35 49'3 O LAWS CODES AND ORDINANCES CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OFF ALL UNSUITABLE MATERIALS OFF �� d {'� 00 0"E 40.00' M r ` SITE E DEBRIS SHALL NOT BE BURIED ON THE SITE. 009. ALL PRECAST STRUCTURES SHALL BE APPROVED BY THE COUNTY AND COMPLY WITH THEIR REGULATIONS WATER IN PALE BROWN FINE SAND SP 73.00' CONCRETE f� t0. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI gB DAY STRENGTH N31'55'20"E `n W. N31*55'20"E Z 11. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS r� �0 „1 DJ 72 WRING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE 0 N1515.80' FY TRANSPORT OF SEDIMENT TO OFF SITE AREAS PONDS.DRAINAGE INLETS. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE NEW YORK GUIDELINES It ^ 13' FOR EROSION AND SEDIMENT CONTROL �7H y O O 00 x 13. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95X MAXIMUM DENSITY AT THE OPTIMUM MOISTURE x 000 O In • '/ CONTENT AS DETERMINED BY STANDARD PROCTOR TEST. O Z O N SCALE. l "- 30 ' NOTE• WATER ENCOUNTERED 3.2' BELOW SURFACE Far LOT Q. CONCRETE 24 Lp STOPPER END COLLAR LEGEND SANITARY DESIGN DWELLING WITH R PLUG Is Pueuc WATER 3BEDROOM Ci W RISER & COVER u' ti DP = DISTRIBUTION POOL HYDRO-ACTION AN400=440GPD FIBER JOINT- ., PACKING LG = LEACHING GALLEY LEACHING: _ EG = EXPANSION GALLEY 300 SF REQUIRED (6) GALLEYS 2.0' DEEP F- W Z Cl SEWER PIPE (3) EXPANSION GALLEYS 2.0' DEEP w D*rLLING POLYLOK 12" � w PUBLIC W4TEp DISTRIBUTION BOX (TYPICAL) Z 0 PVC PIPE D3034 (D _ C/ 3d SDR 35 = Z LO FROM OWTS BEND w 0 N -TO LEACHING FIELDS TO SEP77C SURVEY OF LOT 9 () -I i FROM DWELLING TANK u J Q PECONIC BAY PROPERTIES o PROVIDE SPEED LEVELER ON EACH OUTLET (fl 1 ah 6Da PVC WYE C/ TO PVC FILED APRIL 15 1931 �-l- 12" THICK UNDERDRAIN HOUSE ADAPTOR 15, 1931 MATERIAL TYPE 1 w LL. X CLEAN OUT D ETAI L 0atf m B. POLYLOK--D- -BOX DETAI ------------ .............. NW -~ N. T. S. .T. S . a -� Cit O REMOTE PLC CONTROL PANEL W/ HP80 COMPRESSOR Q 8" TOP WALL -M EL. 6.0' 361X 361X 6' # 5 REBAR WITH 6%6 111/10 WIRE-// IRE 0 18" O.C. ME OPINION*- (horiz.) CONTROL PANEL & AIR PUMP ELEVATION N.T.S. MMMM 0 VARIES (` 5 REBAR HOUSE CONCRETE COLLAR ALL COVERS ON TREATMENT UNIT SHALL WEIGH A r� D 0 10" O.C. MINIMUM OF 60-LBS PER COVER OR A SECONDARY POLYLOK-D- BOX A.. F.F. EL. 9.0' SAFETY UD/DEVICE WILL BE PROVIDED r 63• 0 (vert•) STOPPER END PLUG CONCRETE COVER Y.• ,�/JP`- GRADE VARIES BELOW GRADE EL B.5- FINISHED GRADE EL 65" II 111111 �i �uLi= T0" = u III J- � 8'min. 1'MIN. - TRAFFIC BEARING 1'MIN. .� 60 -1 48" # 5 DOWEL 0 TI_II" 2'MAX " -"' suBsAx JANUARY 10, 2020 10" WITH HOOK--\ SDR RF£ :.. CLEAN CUT I.E. 35' 6 25' NOTES 1/4- PER FOOT MIN. PITCH FLOW 1/6"PER FOOT MIN.J 5f�" ":a` :%i"i 20" ? 20" 4" KE 1-CONCRETE TO BE 3000 PSI MIN, 4" DIA. SANITARY PIPE LINE PVC WASTE UNE °<-,•;t?=< < _. 0 2-STEEL TO BE 60 KSI SDR 35 SDR 35 SCALE: AS NOTED BILL OF MATERIALS 3" 3-ENGINEER TO CERTIFY THE FINAL L IE 5.4' IE 5._ [6J LEACHING GALLEYS OEs-1111 DTM -1- CONSTUCTION OF RETAINING WALL AS B 1E'0" '0" (2'DEEP) 2'0` HA18005' qN4p0,245NITROGEN REO°`T'°"COMPLETE ' p REQUIRED BY HEALTH DEPT. PROPOSED�fj -� V EL. 1.0' A 180083 TANK,PREIPUMP400 1 Ff" GROUND WATER B 130003 Kn,eNG2TANK CONNECTING STANDARD t 0 10" 0 ENGINEER TO BE CALLED TO INSPECT THE �-AMS l' EM e '°°"° "eSEMB`.,NE."PCULAn°N:45CDMPLETE L �,.- REINFORCING BEFORE PLACEMENT OF CONCRETE NJ-4401/A HIGHEST EXPECTED GROUNDWATER ii O AN400-P AN400 WI PLATFORM COMPLETE 1 EC50.30.N7PLC GPs,EC5D-30-L-80-PLC 1 48" BACKFILL MATERIAL TO BE CLEAN SAND & GRAVEL VIII "'ice SHEET NO: # 5 REBAR 0 8" EACH WAY IN FOOTING HYDRO-ACTION AN440 DETAIL LEACHING GALLEY DETAIL (6) 2' DEEP LG + (3) 2' DEEP EG SCTM# 1000-111 -01 -34 SEPTIC SYSTEM RETAINING WALL SANITARY SEPTIC SYSTEM PROFILE 565 FISHERMANS BEACH RD AN400 645 NiTRIN"REDUCTION SYSTEM CM-CTE N .T.S. N .T. S . hvdn ctlod h" "" 0 HA-1,0033 AN-400=440 GPD