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HomeMy WebLinkAbout7434 1l� 6 ��5 A]OSsav 7 3� &J fie sbr Cars Q 9- wog seA� O &P'�, sloY /0,77 -, 6-�a f- h 09 kf c,� r0c&kd1n XyI !'o5 ( �► I _ i i CHECK BOXES AS COMPLETE ( ) Tape this form to outsi to o a � ( ) Pull ZBA copy of ND Q a Q- = yCD ( ) check file boxes for pri N ( ) Assign next number on o outside of file folder ( ) Date stamp entire origi m o CO m 3X � � Co0 y Z iv file number _ o, cD Z Hole p o Q punch entire origi 3 o ( ) _ to T.C. CDN h h (before sending co o v -o CD ( ) Create new index card Z cn W U o :3' ( ) Print contact info & ta! @ rn a CD $ Q ( ) Prepare transmittal to n co m ( ) Send original applicati� 73 o co 3 to Town Clerk h v � ( ) Note inside file folder' h e to inside of f, -n and tap o ( ) Copy County Tax Map', 3 neighbors and AG lots Make 7 copies and pu ( ) Do mailing labelPI � c*3176 �- 0,0 e5r,-- BOARD MEMBERS F so Southold Town Hall Leslie Kanes Weisman,Chairperson �� �® 53095 Main Road.P.O.Box 1179 �® �® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. �� 54375 Main Road(at Youngs Avenue) Nicholas PlanamentoOw Southold,NY 11971 9 http://soutboldtovmny.gov RECEIVED ZONING BOARD OF APPEALS & �Qo X.S I PM TOWN OF SOUTHOLD N 0 V 2 3 2020 Tel.(631)765-1809•Fax(631)765-9064 1 0 FINDINGS, DELIBERATIONS AND DETERMINATI OU Old Town Clerk MEETING OF NOVEMBER 19,2020 ZBA FILE: 7434 NAME OF APPLICANT: Jane G. Weiland PROPERTY LOCATION: 6485 Nassau Point Road(Adj. to Little Peconic Bay), Cutchogue,NY SCTM#1000-111-13-11 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A 14-2 and the Suffolk County Department of Planning issued its reply dated September 18, 2020 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated October 13, 2020. Based upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the records available, it is recommended that the proposed action is recommended as CONSISTENT with the LWRP policy standards and therefore is CONSISTENT with the LWRP. The recommendation is based on the following: 1. The proposed additions are located further landward than the existing structure. 2. The proposed additions are not located within the FEMA Flood Zone. 3. The parcel is not located within the CEHA. 4. Mitigative actions to further LWRP polices 4, Sand 6 are proposed. SUFFOLK COUNTY SOIL AND WATER CONSERVATION DISTRICT: This application was referred to Suffolk County Soil and Water Conservation District (SCS&WCD) for review and comment and the SCS&WCD issued its reply dated October 22, 2020 indicating an inventory, evaluation and site visit occurred on October 20, 2020. It was observed that the property is well-vegetated in turf grass and other ornamental plantings. No major issues from the stormwater runoff were detected, despite several of the dwelling gutters downspouts being discharged at the surface, in the garden beds. The elevation slope of the property appears to flow from the northeast corner, towards the foot path located adjacently south/southwest to the property. No irrigations heads seem to be present near the bluff and there does not appear to be any significant erosion of the top of the bluff. There is a fence along the shole backend of the property, on the top of the bluff. The top and face of the bluff is well-vegetated in mix of native and invasive grasses, forbs, vines, and shrubs/trees. There does not appear to be any severe signs of bluff erosion, presently. The expansion of the existing single-family dwelling may influence an Page 2,November 19,2020 #7434, Weiland SCTM No. 1000-111-13-11 increased volume of stormwater runoff; therefore, proper procedures are followed to capture this higher volume of water as indicated on page SPI of the Proposed Site Plan. The north-side of the dwelling was measured as 10 feet from the property line but, does not seem to show any existing issues. During construction it is important to follow New York State Standards and Specifications for Erosion and Sediment Control to minimize disturbance to the site and bluff. Avoid putting any irrigation lines or pipes to discharge gray water near/on the top of the bluff. Any intentional discharge of water over the bluff is not recommended and can speed up the erosion process for the bluff. There is a. wooden deck present at the tow of the bluff, in between the two bulkheads, which seems to be in stable condition. There is currently no existing issues in the area of the proposed 6 foot fence. The area is very well vegetated and there seem to be no signs of runoff towards the bluff. PROPERTY FACTS/DESCRIPTION: The subject property is located on a conforming 52,413 square foot parcel (36,702 square foot buildable land) in the Residential R-40 Zoning District. The northerly property line measures 344.00 feet and the easterly property line measures 142.38 feet and is adjacent to Little Peconic Bay, the southerly property line measures 235.30 feet and is adjacent to East Club Drive which is an unimproved Right of Way that provides pedestrian access to Little Peconic Bay by way of a footpath. The westerly property line is 190.33 feet and is adjacent to Nassau Point Road. The property is improved with a one- and one-half story framed residence with a one story one car garage located in the northerly front side yard as shown on the survey map prepared by John T Metzger, LS dated May 1, 2020. BASIS OF APPLICATION; Request for Variances from Article IV, Sections 280-18, Article XXII, Section 280- 105A and 280-116A(1): and the Building Inspector's August 10, 2020, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling and construct a six (6) feet high fence; at 1) located less the code required minimum side yard setback of 15 feet; 2) located less than the coded required minimum 100 feet from the top of the bluff, 3) fence is more than the code permitted maximum four(4) feet in height when located in the front yard; located at: 6485 Nassau Point Road, (Adj. to Little Peconic Bay) Cutchogue,NY. SCTM#1000-111-13-11. RELIEF REQUESTED: The applicant requests variances to construct additions and alterations to existing single- family dwelling and to construct a six(6) foot high fence in the front yard. The location of the proposed dwelling addition is located at 36 feet from the top of the bluff where the Town Code does not allow improvement to be made at less than 100 feet from the top of the bluff, and the proposed side yard setback is 10.7 feet where the code requires a minimum of 15 feet side yard setback. Lastly, the proposed six feet high fence is not permitted in the front yard, where the code permits front yard fences not to exceed four feet in height. ADDITIONAL INFORMATION: The surrounding shoreline community was developed before the code changes in 2004 which first introduced the 100-foot bluff setback under the Town Wetlands Code (Chapter 275). In 2015 and 2017 the code extended the 100-foot bluff setback set forth in Town Zoning Code (Chapter 280)to bay bluffs; and zoning variances and/or wetland permits were required for nonconforming dwelling reconstruction and/or expansion subsequent to those code changes. The existing dwelling was built in 1957 and located 33 feet from the bluff. A preexisting property located four properties to the north is located approximately 23 feet from the bluff. The applicant's representative submitted several prior ZBA decisions for properties in the area which granted reduced setbacks to the top of the bluff as follows: Appeal No. 6929, May 19, 2016, for a deck addition located 20 feet from the bluff;Appeal No. 7003,December 15, 2016 dwelling situated 34 feet from the top of the bluff, Prior relief for six feet high fences in the front yard has been granted to property owners as demonstrated in Appeals #2649 and # 7171. The applicant's representative,explained that need for this sort of relief has become more relevant since foot paths and rights of way were created by the founders of Nassau Point for the purpose of improving community access to the Bay. The applicant will install a new Innovative Advanced (UA) Septic System more than 100 feet distance from the bluff and the old system will be removed Page 3,November 19,2020 #7434, Weiland SCTM No. 1000-111-13-11 The applicant's representative submitted an amended site plan, last revised October 14, 2020 depicting a minor change to the proposed UA sanitary systems as required by the Suffolk County Department of Health Services. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 5,2020 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law X267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood has granted similar relief to applicants in the past. This waterfront community has gone under a huge transformation with additions and alterations ongoing throughout the neighborhood. The request for additions and alterations to the preexisting one- and one-half story dwelling less than the 100 feet from the crest of the bluff and less than 15 feet from the northerly side lot line is consistent with the relief for other residences in the area that has been previously granted by this Board of Appeals. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The proposed additions and alterations to the existing dwelling is consistent to the existing non-conforming setbacks. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing a total of 68.3% relief from the code for top of bluff setback and 28.6% for side yard setback. However, the existing setback from the bluff is 36 feet where the code requires 100 feet and the side yard setback requires 15 feet when the existing setback is 9.5. The proposed expansion will remain in line with and not encroach further upon the existing bluff setback and side yard setback. The variance relief for the proposed 6-foot-high fence is substantial representing 100% relief from the code. However, the proposed privacy fence would be constructed along the subject property's functional side property line, which has been designated as a front yard, because it is adjacent to a private Right of Way. This "frontage" is in fact a narrow foot path that is grassy and leads to steps to the beach for homeowners in the neighborhood association. 4. Town Law X267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. There should be no adverse impact on the only directly affected property to the north because the dwelling's existing partial upper story is already located 9.5 feet from the northerly lot line, so the northerly limit of the propose dormer addition would be set 1.2 feet farther from the lot line and will not increase the overall height of the dwelling. 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law§267-b. Grant of or the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a additions and alterations and a 6 foot high fence while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acampora, seconded by Member Weisman (Chairperson), and duly carried,to Page 4,November 19,2020 #7434, Weiland SCTM No. 1000-111-13-11 GRANT the variances as applied for, and shown on the Site Plan(Sheet SP1) prepared by Jeffrey T. Butler, P.E., P.C., last revised October 14, 2020, and Architectural Plans (Exterior Elevations A-401 & A-402) prepared by Nida Chesonis Lee,Architect, dated July 10, 2020. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall install an Innovative Advanced OWT Sanitary system as certified by the Suffolk County Dept of Health Services. 2. Prior to receiving a building permit,the owner(s)of the subject property cited herein must sign a statement acknowledging that he/she/they have read this determination; understand the limits of the variance relief granted herein; and are aware that if a demolition occurs during construction,or any construction undertaken exceeds the scope of the approvals granted herein,the Zoning Board of Appeals retains jurisdiction and has the right,after a public hearing,to modify,suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions, pursuant to Article XXV, Section 280-141 of the Town Code. 3. This approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson),Acampora,Dantes,Lehnert, and Planamento(5-0). eslie Ka es Weisman, Chairperson Approved for filing 11'r'/e;?8 /2020 SURVEY OF PROPERTY AT NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. j� 100a-M-13-11 SCAM It= 40' NOVDNBER 20, 2012 FEBRUARY 28, 2020 MAY 1, 2020 (REWWWS) LOT 44 SMM# 1000-111-13-9 DWEW NG FUBUC WATER vy LOT 45 SCTM# 1000-111-13-10 DWEWNG TIMBER do INTERLOCKING PUBLIC WATER PVC PANEL RETAINING WALL `VECK •E1.g38 4 8.3' AC UNRppL �.� eN \\` v�11o/w ON PAD 0.PAD '36- 11111N \�\m1 BW 9.0 • tT ELEC. `E 5 d, - 33 �11\W\\;%-\\ METER ROW 51pNE W 5.6 X 6.9 111`N 1\1011 O $ a P HOT TUB I Ir`RI'1111, W ELEC. N� �-FLAGSTONE ' ,� j 1� 1 111 11 TW 12.4' LINE STM, y ec DIRT N a5 TOP OFB BLUFF I*I l l l l i l j BW 8.5 SCTM# 1000-111-13-05.3 EL=ssa' eo-` �• GAa W/+I K 0.,,. N ;, Vs�..`ISED -_.36_� sl CP FF=32 a �• Nw 2111 Tplti2 LANDINGDWEWNG CMF --�`.yp1 KARKOUT 'w \' m a• ATI " IWbpp R1 CC5 PUBLIC WATER 34.4'3.4' GATE 11 I61 1 m m 7i EL 36.1' �j� p1' N a s. -_ X 1 11 Itl 1.i n W-..,- -- °t 17.0 m b 3 NI 16111-1 TW 12.5' WATER yy e.a' R/0 PORCH 4-- ro) IN 11-11 BW 8.2' METER i O INI I INI 1 d?'/ 32-- t ► III 1 1 1 1 r +29.2' fj pNE ORt �- 46 +29.4' {j p` ---- ��w +28.3' \1 l 1 1' ;1 1;1; PANEL BULKHEAD. MHWM PVC SOUMOLD TOWN LOT COVERAGE 2� /°"o�� q§27.1----- y I ;1► ►i\ I ALONG BULKHEAD to 1 1 1 1 1 TW 12.4' 2 �- \ \ III I I ew e.a BUILDABLE LAND AREA-36,702 sq.ft. (AREA ` __ '' ` \ i I I I I I►I TW 8.3' LANDWARD TOP OF BLUFF = 36,702 SQ.FT.) N ` - -° .__ �� ��--- " 1 I I i III I -- �'j]� � � 30-- III r ` j =p 'GL1 •� -^� ` \ \ IIIIiI TOP OF tAs +' W L \ BLUFF I I 1HOUSE =1.372 sq.f. O? 47 a00 PORCH = 438 sq.ft. G o+ RAISED PA 770 = 87 sq.ft. i ;\ _-m, �`_��.o' 110► s1ra J GARAGE = 379 sq.ft. LOT 133 �-- 7.= sq.ft 2,276/36,702 - 6.2% i _- 24-------•� \ 2�'/ l'L�JI TEST HOLE DATA SCTM# 1000-111-12-05.2 McDONALD GEOSCIENCE DWEWNG 1/09/2020 _ PUBUC WATER EZ 27.1' BROWN LOAM OL 0.5' BROWN CLAYEY O 1 I 4'SAND SC LOT 132 / EL=26.1' EL 26.4' PIPE / PALE BROWN FINE FND / / SAND SP / LOT 48 17' SCTM# 1000-111-15-07 . DWEWNG NOTE: NO WA7ER ENCOUNTERED WUNNEWETq RD. PUBUC WATER ELEVA770NS REFERENCED TO NAVD 88 KEY 231' m Q = REBAR ® = WELL ® = STAKE LOT 131 ®WELL = TEST HOLE v SCTM# 1000-111-15-06 ® = PIPE DWEWNG ® = MONUMENT WELL LOT 48 = WETLAND FLAG SCTM# 1000-1 NG 15-08.1 DWE MQ., = U77LITY POLE PUBUC WATER TW 12.5' = TOP OF WALL Bw a = BOT OF WALL LOT 130 $ '' -�•1°'w" a' SCTM# 1000-111-15-5.1 LOT NUMBERS REFER TO "AMENDED MAP A OF NASSAU DWEWNG POINT' FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE PUBUC WATER I � .a`e•F: -� "+ w ON AUGUST 16, 1992 AS FILE NO. 156. ' ANY AL7ERA770AI OR ADD1770N TO 7HIS SURVEY IS A WOLA770N OF SEC770N 7209 OF 7HE NEW YORK STATE AREA-52,413 SGS. FT. EDUCA7TON LAW. EXCEPT AS PER SEC770N 7209-SUBDIVISION 2. ALL CER77RCA77ONS HE ARE TOME LINES 1'HI.�. :•. r; NO. 49618 VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID (631)PECOC -5020 FAX (63 (631) 765-5020 FAX (631) 765-1797 MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE P.O. BOX 909 SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREETF12-273 51TE PLAN BASED ON ORIGINAL SURVEY BY: n o PEGONIG SURVEYORS, P.G. PROP05ED I AND 2 51Y ADDITION5 TO EX15TINO 1 1/2 5TY FRAME DWELLING N PA.BOX 404 EXISTING 3 BEDRM DWL6 MODIFICATIONS TO EX OHL& PROPOSED: 6 BEDROOM � 1230 TRAVELER STREET 50UTHOLD,N.Y.I IT"TI PHONE: (631)765-5020,FAX(631)-765-1"141 TO BE MODIFIED •NEW REAR DORMER ADDITION FTPRNT: 11,044 SQ.FT. r SURVEY CREATED: NOVEMBER 20,2012 EXISTING FOOTPRINT: (1,407 5QFT. •NEW UPPER LVL DECKTL PROP. FT PRINT: 12,451 SQ.FT. KD LAST UPDATED. MAY I,2020 • ADDITION TO Ist FL,60 SQ FT. • L FROM Ist FL,60 SQ.FT. (BASEMENT BELOW ADDITION) REMOVA 5URVEYOR5 NOTES: • LOT NUMBERS REFER TO 'AMENDED MAP A OF NASSAU POINT' EXISTING TIMBER AND EX DEGK Ca INTERLOGKIN6!SVG PAi`l)=L FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON AUGUST 16, PROPOSED AG UNIT ON P.G. SLAB, BULKHEAD a BOTTOM OF BLUFF `Th 83 - t,f�` 4�,* r p 1442 A5 FILE NO.15b. SEE SLAB DTL, DW6 5P4 I. • ELEVATIONS REFER TO NAVD88 3b \ j O EX15TINO NEIGHEORING WALL, )L.35• PROPO5ED � \ -TW 12.5' 9 fi z SOUTH OF EX. EVER6REEIIS �Ep10E �X' 22 \\� NO WELLS WITHIN U/G 500 GAL L.P. PROPANE TANK Ex. A6 UNIT ON PAD � t + \ \ 14 BN a o U� c �' a �n 150'OF PROPERTY MAINTAIN ALL REQUIRED SEPARATION" �� .� 35 ** �� , \ 24 \ o CP O I IS- DISTANCES PER NPFA 58,LOCAL EX. FLA65TONE r 33' + + `� 1 1 \ \ I6 1 y o ~` r> z APPROVED CODES,REGULATIONS AND \ AND DIRT WALK _ - - * + ` 1 26 c� PROPOSED NEW GENERATOR THE AUTHORITIES 14AMNG JURISDICTION. � � r - �. � ' o � n EX HOT TUB,* +++ 1 \ 28 \ ` 9 j LOT 45 SEE ARCH FOR ADDITIONAL EX.ROW OF EVEP6REEN5 - �� PSE L��FEVERS u - 5.b'x6.G'ON R/O'POkC� ! 2O v^.� O INFORMATION - l + 1 \\ 5GTM# 1000-III-13-I0 EX.ELEG. �� = IO, 6R x \+ +� \ 1 \ CJS r .V- MiN - e' A �p REMAIN :.:::� f `? PROP.UPPER STY DORMER\ 3O DWELLING t METER g o 31,0' rn % ADDITION,415 SOFT. ' p I- PUBLIC WATER O EX.ELEG. _'-, 2 _ �x�-X `tXoR \ c F t + +� 1 32 1 ', 4.0 LINE- _IO`MIN SNWR M PROP.UPPER LVL DECK 1 y ` Ui 16 w 3� x I •'�� LINE �„ EX)Sf[NC:�:;:;..::. ,0� x x IN PLACE OF Ex.ROOFED 34 1 - ��o OV62 PORCH,r10 SOFT. 1 1 ' 1, 6' EX. I STY �• I I/2 �.�:1':FR': :`. �, � 1 3 N�H 3 20 �"�_ --- - ?� FR. GARAGE Io MIN _ 4 6` Ex. % + + + b LOCATION MAP: DWE<�:th1G:: ::,': o ArE + + rw 12.4 N o LL 10 u MAIPi ✓ - gyp- x x-x s (TO BE M(�D�)'li `o PAno 3(� _ BW 8.5' EXISTIN' p N n (HO WORK) o EXIST. ' + + 1 NOT TO SCALE cv N EX WOOD = 0 /�$ GF=32.8' u EX l/OP ? PATIO N FF=37,0•.:i;' .: + + LANDING � WR m c PROP. ist FL ADDITIO �° 51 PIR r n Q - L _34 /+ll TO t (NO WORK) :.... : o + EX yID Y• I- O s s S 5CTM# 1000-III-13-0.3 mss, r�N '1 �l 1��' R F TO REMAIN .: . :.. 6ENEATH EX.PORCH � z DVIELLIN6 C9 G EL 36.1' GMF LOT 46 Q f/Q 4/ -� 'PPRON•; �N/N \ ::' ':':�i:`: ;: � z 605QFr. / rn � PROPOSED PUELIG WATER /PROP05ED .�/QQ�� / PROP.6'x9' \ 0 136' NOTE: .' :• \ 34.4' 1i EX.cev + o -- Roo .6 Xq, :2 + I ` +a� ` INNOVATIVE AND ALTERNATIVE ON-SITE EROSION CONTROL MEASURE: SEE DEMO PLAN :': :: :..:.:.:::.:.:;:;::. / ENTRY PORCH W y 9 FOR REMOVALS pRphp p + + . `la WASTEWATER TREATMENT SITE PLAN o PROVIDE SILT FENCE BARRIER •�- X32 E.YISrIN6 WATER INSTALL PER DETAIL SEE 5P4 �- 5EP�VI-F LINE 5TEP5,(54 SOFT.) �" 3' cp I rn '� I�. - ?3' 9 2 STY ►�FR + * * 22 ��� SITUATE AT:p , To REMAIN(VEpIFr r'r SERVicE `� w 1 30� c�'� /' �'' N AWITION + 4 �* 32 I I i 1� I SITU NASSAU POINT ROAD GllTGHOGUE NY ZONIN6 DISTRICT: R40 tFR�F:`.IIGEP lil��l / ` 9 FF=37.0',201 SQ.FT. + * 24 l ����i� FLOOD ZONE: X. �XI�11N��� olrY r m�E ADDITIONAL * I c �o� Ila�J�', W PERVIOUS GRAVEL PARKIN6 150 AREA: \, 3 6 0' W, \ �3(,' i I 2� I ` 1 18 1 I TOM OK COUNTY, NEAYORK DATUM: NAVDBP,� EX. WATER MFS / / z - �f± METED. TO "31l 50.FT. - O +*+ �+ I \ REMAIN qD1' ��� AND MANEUVERING AREA s , IqO' x I � I rl l 12.5' � SGTM NO.: 1000-III-I3-II � ��' AREA- 1,142 50.FT. PROPOSES U 30 - ,3p'�" ° Q +++ � 2a 20 i x GYL 30.0 t Bw a�' 3 W STONE ENTRY PATH ' s4 zu:-GO \ PROPOSED% 32 ++ +a 30 I I I I RA15ED -- ` I N APPLIGANT/OWNER: JANE WEILAND VA 3 X�X �Q / i _,- IJEi 24 2 r 21 q�� TY (� PATIO % +++R o Iti W ADDITION l0 2' R.I�a �,,00\F 3o S, �' �_ - , 1�7T SQ.Fr1 * I Oo '¢ WETLAND AREA = SITE DATA: EXE SO U'` �O �-37.0,83 \ ' + +-� I I I rn PROPOSED o K13,pIYN 0 x2B.7 0, 4' 11�' N 145' x 6,432 SQ.FT.(0.1411 AG) _ 52,413 50.FT. (1.032 AG) TO TIE LINES ETU 3q• is % * + AREA SEOAWARD OF T.O. BLUFF: 15111 SQ.FT. (03601 AG TO TIE LINE EROSION CONTROL MEASURE: _ 7EX + ��� 05� AREA SEAWARD OF ) PROVIDE A STABILIZED \ o '.:i� _ 7/ Q�tOp pl�__ DP TH _- gp 30 x + + + o ` \ ' 1 1 1 A TOP OF BLUFF = 15,111 SQ.FT. - BUILDABLE LAND: 36-(02 SQ.FT. (O 5426 AG) INSTALL PER ON ENTRANCE,DETAIL,SEE DWG 5P4 x \ �' - -l0 x28.7 '� ++ ++ o ` 1 r (0.3601 AG) (BUILDABLE LAND = p _ �0� \` 21.1 k ROP. WD DECK x + + I CBU LOT AREA AREA SEAWARD OF BLUFF) of P1E`�1'YCf'Y�CIV&,C%15,A1' X -� � :SIS �\ + + I ` I WETLAND AREA: b,432 SQ.FT. (0.1411 AG) TIE LINE TO MHWM \ x ` (20-1502,PTJ EXISTING TIMBER AND 800 2 2 ��80 811 PROPOSED �x CA + \ X \ I INTERLOCKING PVC PANEL STORM DRAINAGE LEACHING 5Y5. '`max �6 fZ I +� +\ sTo�x �`' '� - x x ++++° T: i --x BULKHEAD,MHWM ALONG ��0 +/ r c < x28.1 N 6 R '` { AREA: 1'n 8'Qxb'L.D.LP.(SEE DW SPI FOR A ,X * TW 12 4' BULKHEAD LOT GOVERA6E: Q + / �, I BW 8.8' EX. DWELLING www.dignetnycli.com / � � Yw• • �..-X OF B o I 1,407 SQ.FT. STORM DRAINAGE GALG.AND •J. �/ + � 0 1 �x TOP + + I O or www.call811.com r F , POP \ --� x , FSETPR I STRUCTURE DETAIL AND REQT'MT5) 'Q/ q OF rw 8.3' EX. REAR R/D PORCH 438 5Q.FT, w for other states + + I I n ( ) PROPOSED y j// � � \3� _ S ��NsTq�\ �oNST y �n� 100 \ o t+*t +l 1 I ( I , "w �� EX. FRONT ENTRY PATIO 192 SQ.FT. By law,excavators and contractors working in 6 ER05ION CONTROL MEASURE- m /f/„20 / T�o�'1px Sj�T STo p ?J I I I ` 038 Q O �/�- EX. GARAGE 319 SQ.FT. w (v the five boroughs of New York City and Nassau N F ' 'C/ F \ �/ -k 28 + + t �T PROPOSED + Ex. S-7 g ^ -����� EX. OUTDOOR SHOWER 24 50-FT. and Suffolk Counties on Long Island must LOT 133 PROVIDE FLUSH INLET PROTECTION �JU X/� _ 27 S,oF \ \ / 1 8 Z 4 TL. EX. LOT COVERAGE: m contact DigNet,1-800-272-4480 or 811,at least SGTM# IODD-III-12-052 INSTALL PER DETAIL,SEE DWG SP4 6 �,� :: STORM DRAINAGE LEAGHIN6 YS. 14 DECK 6• 2,440 SQ.FT. 48 hours but no more than 10 working days /�1I �y Ir (excluding weekends and legal holidays)prior DWELLING i \D I 8'Rx14'L.D.LP.(SEE DW6 SPI FOR STORM �y 2l•o' 1 ` DRAINA6E GALL. AND STRUCTURE DETAIL / E 120 RS P/O EX. DWLG TO BE REMOVED -60 SQ.FT. to beginning any mechanized digging or PURL IG WATER V6 r 26 k\ •?6 _ gSA excavation work to ensure underground lines DOCK W m �- � �-ar AND REQUIREMENTS) �� \- N�IOy-I�ORIN� PROP. ADDITION BENEATH EX. PORCH ROOF O SQ.FT. X are marked.Excavators and contractors can NO WELLS WITHIN _ \ PROPOSED UNDERGRND �6 �` / o \ EX PROP. I AND 2 STY BLD6 ADDITIONS 1,044 SQ.FT. also submit locate requests online,through 150'OF PROPERTY �� POWER AND COMM. LINES O , F00T PPTh 'L ITIC.If you do not currently use ITIC,please � PROP. RF'D OVR FRONT ENTRY PORCH W/STEPS 54 SQ.FT. � U-I IL call 1-800-524-7603 for more information. 2� INSTALL IN COf`1MON UTILITY TRENCH 0 EX15�IN� X Z ? 1 (SEE TRENCH DETAIL,THI5 DWG) - PROP. REAR DEGK 201 50.FT. For safety reasons,homeowners are strongly i / - \ / ZJ�• PROP. REAR PATIO 571 SQ.FT. encouraged to call as well when planning any LOT 132 � C3o PROP05ED All ON-SITE / �� / NET PROP05EO LOT COVERAGE: 1,622 50.FT. type of digging on their property.Homeowners 1 SANITARY TREATMENT SYS. / / PROPOSED NON-TURF BUFFER O 2 US can contact us directly at 1-800-272-4480 or by PROP05ED FOR ADDITIONAL INFO SEE DWG SP2 D� TL EX. AND PROP05ED LOT COVERA6E: 4 62 50.FT. (11..01%) • W V �. i 10' WIDE 01407 SQ.FTJ TO BE A calling 811,the national call before you dig � � l : number.For excavation work completed on POWER AND GOMMUNICATION r,,i�• FOR SANITARY DETAILS SEE DW6 SP3 b / VE6ETATEV WITH NATIVE PLANTINGS personal property,it is the contractor's TAP POLE FOR CONNECTION TO POWER G+\ I I PROPOSED RETAINING WALL '"n(T� �/ 1 O responsibility NOT the homeowner's to AND COMMUNIGATiON SERVICES,RUN Z ' ^ I ' 'C�"' O = O contact DigNet Having utility lines marked prior UNDER 6ROUND LINES IN COMMON TRENCH V , f' NOT INTENDED TO RETAIN SEWAGE,MINIMUM 20' O /� to digging is free of charge. PER PROVIDER'S REQUIREMENTS I h ` � SEPARATION FROM SANITARY LEACHING COMPONENTS, ��J� NO WELLS WITHIN = SEE ARCHITECT FOR INFO.AND DE516N REQUIREMENT5 ` `Q � 150 OF PROPERTY � m R`� S��EPROP05ED AREA OF D15TURBANGE: C. I V 1 2010 t18;02e Sglt (0.4134 �) LOT 47 �, Naw ` PURCHASED MATERIAL EXCAVATION AND FILL QUANTITIES• nn F Q PROPOSED SITE PLAN ___.x ..•_-r- ` xP, APPROXIMATELY 126 GU.YDS.OF EXCAVATED 501E SHALL BE USED FOR ENGINEER: �P FILLIC-RADIN6 OF PROP05M SANITARY SYSTEM(APART FROM LEAGHIN6 1 VVV COLLARS). PURr,HA5E AN ESTIMATED 156 GU.YD5 OF RATEABLE 501L(SP OR SW BY A5TM ���� 4- / TIMBER d INTEPLOGKIN5 PV(PANEL STANDARDS)FOR THE PURPOSE OF PROVIDING ACCEPTABLE LEACH ING BULKHEAD @ BOTTOM OF BLUFF SOILS FOR BOTH THE PROP05ED SANITARY AND STORM WATER SYSTEMS C �F C �'f- 20 10 0 20 40 60 80 �! �' I" = 20'-0' EL 2C.4' \N / GRAPHIC SCALE ►- '.,�. (- � m \ EL=2(x.1' \� EX.AG urnr 344 00 ��X T EI. 21.1' O.O'0 6RADE ZN a PIP LOCATION Oli PAD Sy.FE - -x \ �4 FNP / OF EXI5TIN6 SANITARY �f✓ - 38 11 \1 \9 Brown loam(OL) �O r3 ° 3 SYSTEM TO BE ABANDONED \ kz --- LOT 9 _ ,p �. �5 FOR MORE INFO SEE DWG 5P2 �� X33' ,\\\ \� F EL.26.6' OS' ROFE S10 / SGThl:I�00 II f3 10 RCW OF o \ ' Brown clayey sand(SG) TEST HOLE / Q 500,OHE /IN6 Er.ELEGYf x _�-? EX 1 Kc,`1 1 - PERFORMED ON: OI-0q-2020 >3I.1c IATEP METED �-- ' ` 3e q' 0 1 `1 EL.23.1 4.0 JEFFREY T. BUTLER P.E. EX a� -` �- tx; R TOP of c , I PERFORMED BY, MCDONALD 6EO561ENGE 20„EFR.' EXISTING 5 4 o BLUFF 1 1' I I Brown Phe Sand NO GROUNDWATER ENCOUNTERED e EL. 10.1 LJT 4g N�$■36 ^'� : t b EX E 13.6' (5P) --I \ EL=3h.T' �_� - GARAGE x� 11/2 STY 1- 36 - 1 � ' 1 1 O 5GTMf4 1000-III-I5-0l GMF O Vv'p L�� EX.GP GF=32.8' ro j, F rn FR DR-6 WUNNEWETA DbJELLIN6 LEGEND: / - 3A 2_ E��' >IN W (ro BE 55' EEL. 10.1' 17.0'_ ��yp1� MODIFIED)EXISTING CONCRETE CaJRH TO BE REMOVED�3 R �= 3.4'GATE PUBLIC WATEP. PROPERTY LINE �X GKS ?� 3 FF=37A' AND ELSE OF DRIVEWAY TO BEx �`- 344' ROAD _ . . _ . . _ . . _ EL 3C 1'PRINCIPLE YD SETBACK SEE TROP.SITE PLAN',0146-7 5>� W i•r _EX.�IyTR�EPV 70 2 1101 3q _ m I I I E-�•d O FIII w , w F w 30.o w / L I FINAL �q �T� (� QR1V PROP SANITARY PIPE -ss ss Ex.WATER EX SEPJ j v��.- ( 1) _ p` I III i 1� }' L (E NETEF.TO y11R / i - DI FROM I DEMOLISHED OBJECT(TBR) ------------ REMAIN g2 0000 �--1 ( �elRTIAL-BUIL�I I c o I I I ~ z 150` W^ / ti�Ei G / f V' \ 32 ' m - PROP.STORM DRAINAGE PIPE -`� - �� wM _`�Rf i f DEMOLITION «242' I I REVIEWED `�� (`() Z Q / cr, s c -/ II •AREA TO BE REMOVED =bo SQ.FT. ' I SEE DECISION C f S t tJ ## ,� ►^-•�� ~ v PER l � / •CELLAR ENTRANCE TO BE REMOVED ' I I F-�■1 < (L LOT 131 PROP U/6 WATER SERVICE H w \ -i v10U9 J 1_ - TM# 1000-III-15-Ov O' -�� 6RP�VDR�W( �--moi 9 0 Dl IELL1f i6 WELL EXISTING WATER MAIN w Q o1 i�----�--FX.DRIVEWAY TO BE F goRKFD � � l � � I _i� W L O L CL --� ` 1 1 DATED /__l_L / W 231 �: / SEE fl20P.SITE PLAN',DWG 5PI ,283' N �' \ EXISTING OVERHEAD UTILITY LINE: - - 2"\ 24'0 CAST IRON COVER FLOGKHART \ � -F LOT 46 I ��' ° 2,.I �- O PROP.U16 E-EGTR16AUCOMMUNICA71ON 3� 0 'n I I Ll1 Q Z O FOUNDRY COMPANY PATTERN NO.6112b SERVICE LINES: E E E v, \ \ I I J OR EQUAL(ADJU5T TO FINISH GRADE) �� (n - EXI5TIN6 CONTOURS - 30 2� I # FINAL � \ / •TO BE REWORKED I STORM DRAINAGE CALCULATION: Q � C DRAINAGE STRUCTURE NOTES, SEPARATION DISTANCE REQUIREMENTS PROP05ED SANITARY SYSTEM: HYIDRO-AGT10N - "' • I. LEACHING POOLS SHALL BE PRECAST LUNG FOR STORMWATER LEAGHIN6 STRUCTURES A/I OWTS r Pr 6' k / /JI _ L z • :,. ' ' > `O GEMENT STRUCTURES A5 MANUFAG1URBt BY Q COVER TO GRADE (JAI N- G II ...........2h....... SEE SPI SAND SP2 I VOLUME=AREA x RAINFALL x COEFFICIENT 0 - AND PIPING(RESIDENTIAL): _.J O / RAINFALL = 2' =0.167' < O b'PIPE DIA.MIN. � t` � SUFFOLK PRECAST INC.OR EQUIVALENT. i. LOMB?BLW 6RAllE `� II �• � - I%MIN.(AS \ '` y1 SHOP DRAWINGS SHALL BE SUBMITTED TO THE HORIZONTAL SEPARATION DISTANCES _ EXPANSION �,,II t0 �8 I E�=21 O1 ' COEFFICIENT OF ROOF PATIO,PECK AND GRAVEL DRIVE = i.0 O RCQD) TOWN ENGINEER FOR APPROVAL. FOR STORM DRAINAGE LEA( POOL5, LEACHING EXISTING UTILITY POLE TO BE REMOVED / I Q-I O O I ✓ - X1e POOL POOL - II PER UTILITY PROVIDERS REQl11REMENTS 0 AREA: PIPE :li - -v I 2. ALL GONG GEMENT USED IN THE PROPERTY LINE=5 MINIMUM / / EXISTING SPOT ELEV. x6 O rz,�! \ IL ;�' MANUFACTURING OF PRECAST STRICT.SHALL BUILDINGS WITH C,FILAR = 10'MINIMUM 1 " I m / \\J�/2�j5 EXISTING 0K-G t PROP. Ist AND 2nd STY BLDG ADDITION5 = 2,b86 50.FT. Z N O HIGH DENSITY k I: t LP EXISTING CONTOUR POLYETHYLENE H?M I DEVELOP A MIN COMPRESSIVE STPB46TH OF BUILDINGS ON SLAB= 5'MINIMUM _ PROP.ROOFED OVER FRONT ENTRY PORCH = 54 SQ.FT. SIZES, n Cy 1 H-20 8 THIN TRAFFIC TO BE REWORK®: Q _ _ \ \ ( 5 1 SARI SAB 4000 PAL IN 28 DAYS. WATER SERVICE LINEA-ATERALS/MAIN5 = 10'MIN. � -24 \ � 2 PROP.REAR DECK = 207 SQ.FT. nD PROP.REAR RA15ED PATIO = 97i 50J FT O •• ROOF LDR CONN= x < 3. ALL DRAINAGE 5TRUGTs 5HALL BE PLACED UNDERGROUND UTILITIES =5'MINIMUM Ci P y Z 6'P MIN Jj�� IN AGGEPTABLE LEACHING SOILS(SP OR SWI, SANITARY SEPTIC,TANK =20'MINIMUM TEST HOLE i NET PROPOSED = 3,526 SOFT. 4' WRAP WITH boz.(MIN) IN TI4E EVENT POOR LEACHING MATERIAL 15 SANITARY LEAGHIN6 POOL=20'MINIMUM YYY EXI5TIN6 CONTOUR: � ( 1 / - X NONWOVEN 6EOTEXTILE ENCOUNTERED,EXCAVATION 15 TO BE PUMP STATION= 20 MINIMUM FINISHED FLOOR ELEV FFL.EL= _6 1 PROP.ADDITIONAL PERVIOUS GRAVEL DRIVE/PARKIN6 AREA- 1)42 SQ.FT. O Q (FILTER FABRIC) CONTINUED TO SUITABLE MATERIAL AND BALK MANHOLE=20'MINIMUM ` �p O -7 FILLED A5 DETAILED. PRIVATE WELLS= 50 MINIMUM GARAGE FLOOR ELEV 6FL.EL. = PROP.CONTOUR: W C�� `` 1`� PROPOSED BUILDING ADDITIONS. PORCH, DEGK AND PATIO AREA: m v ALL WALLSECTIONS 4 4•L15E 15 DIA GORRU6ATED HI6H DENSITY RETAINING WALLS = 10'MINIMUM W T- \ 1 G�V / 3,526 S.F.x 0.167 x 1.0 = 58884 CU.FT. st 3'MIN 1 I' 3'MIN TOPS SHALL BE SET IN POLYETHYLENE(HDPE)HEAVY DUTY PIPE FUEL STORAGE TANKS(BELOW 6ROUND) = 20'MIN E45TING UTILITY POLE `"-, e PHELLIN6 STORAGE VOLUME REQUIRED = 589 GU.FT. N FOR INTERCONNECTION OF ON STORM PUFL1G HATER � U55 I -8'41x14'LIQ.OP.LEAGHIN6 POOL 1 ABED OF MORTAR PROP.SPOT ELEV.: 8.0 STORAGE VOLUME PROVIDED - 591 CUFT. 1 WATER LEACHING POOLS HORIZONTAL SEPARATION DISTANCES FOR STORM � LOT 132 I LOT 47 r , � PAGE. USE b"5DR 35 TO CONNECT DOWN5POUT5 TO DRAINAGE NON-LEAGHIN6 5TRUCTURE5, 1 8 DIAMETER SGT1'2 PROPOSED ADDITIONAL PERVIOUS GRAVEL DRIVE/PARKING AREA: Z - � SELECT 61RAN1LAR SOIL DRAINAGE 5Y5T'EV1 A5 SHOWN. PITGI AT WATER SERVICE LINO-5/LATERALS/MAINS =5'MIN PROPOSED STORM DRAINAGE STRUG111RE5: IOoo-III-12-os 2 ' I \.\N�, � � � m EXCAVATION AND 13ALKFILL WITH ACCEPTABLE BACKFILL FOR PERIPHERY IB'PER FOOT MIN.IN DIRECTION OF UH0ER6ROI UTILITIES = 5'MINIMUM STORMWATER LEACHING POOL �5D \ 6.26 -� PARTIAL SITE PLAN - DEMO 1,142 S.F.x 0.161 x 1.0 = 190.71 GIFT. t LEA( MATERIAI.(5EE NOTE#5) AND BOTTOM�'NW' LEACHING POOLS.PROVIDE BOOT 56 Cj STORAGE VOLUME REQUIRED = ICI GU.FT. w WATER (5E=NOTE#5) CONNECTION TO DOWNSPOUT. VERTICAL SEPARATION DISTANGE5 FOR STORM (SEE DWG.FOR COVER REO MTS) ` / `i P USE: I -8'mxb'LIQ.DP.LEACHING POOL (Y A. HDPE PIPE SPECIFIGATION(AA5HTO M-294) DRAINAGE LINES O OPEN COVER TO GRADE "' STORAGE VOLUME PROVIDED = 253 GUFT. U) STORMWATER LEACHING POOL TYP DTL B. IN5TALL'N HT HDPE SPEC.(A5TM D-2321) WATER SERVICE LINES= 18'MINIMUM t SPI G.WATER TIGHT JOINT TESTING SPEC.(A5TM SANITARY WASTE LINES= IB'MINIMUM SOLID DOVER TO GRADE BL 2b.4' EL=251 Q D-3212) SOLID COVER BELOW GRADE PND 30 15 0 30 60 40 TL CONTAINMENT VOLUME REQUIRED: 780 GU.FT. 1 TL CONTAINMENT VOLUME PROVIDED: 844 C).FT. NOT TO SCALE D.GASKET 5PEOFI6ATION(ASTM F-47) 6RAPHIG 56ALE ( _ �-0 SEE STORM WATER LEAGHIN6 POOL DETAIL,THIS DW6 of 4 CN ABANDONMENT BY REMOVAL: SANITARY SITE PLAN EXIST.SYSTEM TO BE ABANDONED BY REMOVING D ALL RESIDUAL sEWA6E WASTES BY A LICENSED a LEGEND: EXISTING CONDITIONS WASTE HAULER,REMOVING THE ENTIRE STRUCTURE(% TIb1EER 4 INTEPLOGKIN6 PVC,PANEL PROPERTY LINE , \ � PROPOS®SANITARY SYSTEM: HYDRO-ACTION BAGKFILLIN6 WITH SUITABLE 5AND AND 6RAVEL BILrFJE-AD @ BOTTOM of BLUFF AA OWT5 F ° MATERIAL,AND PROPERLY COMPACTING. SEI K PRINCIPLE YO 5ETBAGK - - - COVER �DAtiI 0� p $ 4 PROP SANITARY PIPE se ' - ' NO WB15 WITHIN 150' 44.00, 4' m TW 12.5' rW 8.3' � LEACHIN6_\ EXPAN510H OF WELLS 1 EL-3� DEMOLISHED OBJoGT(TBW ----------------- POOL / POOL Z Q • .',• . EX.AG UNIT �-_X" `�, � a BW Q.0' � lf1 � � 0 30 15 0 30 60 LOCATION ON PAD Ex FE�c� x GRAPHIC SCALE I 30-0' OF EXISTING SANITARY �� \ \\ CD PROP.5TORM DRAINA6E PIPE - - - - - - I\P / EXP/ ••J :,- i t+ .r,:: g 5YSTEM TO BE ABANDONED LOT 45 FOR MORE INFO SEE DWG 5P2 -�<�EE�" -- ALL �'-` `1 `\\ o PROP U/6 WATER SERVICE w w w STORM DRAINAGE STI&TURES� \ 5cTrw 1000-111-13-10 of F 5�o iF v 1 / DWELLING EX.ELEG J� N� EXISTING WATER MAIN STORMWATEI2 LEACHING POOL _ 1 PUBLIC WATER METED � ' �,\\ 1 � � � _ � Ex, -^� - �� v� �^ 5�DW6 FOR DOVER REQrITS) O. ri _ _ EXISTING OVERHEAD UTILITY LINE: - E� ^f _ '1 yNOvR TOP OF -- - - - - U OPEN COVER TO GRADE �' Q 1, Onr �r U, � \ d J EA STING -c, BLUFF 9 rY�{12.4' G ©SOLID COVER TO GRADE N 8.36 2 , - , Cp EX.FR Ex, c 3c; I I/2 STY II , 1 �g 7 PSN` �_i GARAGE f 36 1 III BW 85' b PROP. E EEEGTRIGAUGOMMUNIGATION a �. EL=3b.T' iJ ��10 EX.GP GF=32.8' ro " FR Dl^ILG ' S p.R LANDING SOLID GOv62 BELOW GRADE o GMF E J� �MgIN I'I s (TO BE 5 EX Wb z O SERVICE LINES: E E E E St:T11p IOOC III 13-05.3 U d DWELLIIIG CN WE / i32- _ MODIFIED) / rn FINI9W FLOOR ELEVATION FF = PFK01 Tp BE :U' FF=3 I.O' 3 4' ,ATE •� TEST HOLE ' �� EXISTING CONCRETE CURB TO BE REMOVED �� G gRIG�_--- 32- ( 34.4' � '� M W PIPLG WATER 5' n 3 EL 3;,.I' AND EDGE OF DRIVEWAY TO BE REWORKED, s -, �• � � I I N I � I I n GARAGE FLOOR ELEVATION 617= EXISTING U1ILITY POLE rQ, � � �" SEE'PROP.51TE PLAN',DW6 SPI i�� w Ex. W�7F SES F 13 �-i o' � - r -- - 34 _ I / w i V ro FENAIN 0 0 0 ' �.�.��� EXI5TIN6 CONTOUR Mhl� W ` w rd 30.0 w L I I o I ^ b EX WATER ��R��o R�� � �,� m n EXISTING LOCATION MAP: ° LOT 133 DIETER TO WJE / ' I REMAIN w ! ` -� M I 1 I I ew 8 2' -' SPOT ELEVATION xb.0 PROP05ED CONTOUR: NO WELLS WITHIN 150' \ n �2 �� /�- / t PARTIALB)ILOIN 32 _ m° I P PROPOSED OF PROPERTY ` ` N ;�. 8 NOT TO SCALE n N p d ! ) o / DEMOLITION +2q.2' �' 1 1 1 1 - W ,,� SPOT ELEVATION x4.o s s S a I 1 1 PROPOSED 3/ v s \ /' �- tt • AREA TO BE REMOVED = 60 SOFT. I pp \ Q ' •CELLAR ENTRANCE TO BE REMOVED I I I y o �I 1� EXISTING TIMBER$ INTERLOCKING - --tt-EX.DRIVEWAY TO BE REWORKED cg _ ' PVC,PANEL BULKHEAD.h4il/1M ALONG INNOVATIVE AND ALTERNATIVE ON-SITE O, 2 / SEE 4'ROP.SITE PLAN',DW6 SPI r�8_3' N 13ULKHEAD 3 �� Z _ / .. I WASTEWATER TREATMENT SITE PLAN \ a tt T,r �;- 51 TUATE AT:m LOT 46 / "'28 6485 NASSAU POINT ROAD GUTGHOGUE NY 1 J ZONING 015TRIGr: R40 SEPARATION DISTANCE 3� p (n �,L.••...... � ' I � I � J ! 1 rw 12.4' TOWN OF SOUTHOLD FLOOD ZONE: 'X' REQ'MT5 FOR SANITARY o _ EXI5TIN6 CONTOURS 3o a 2� r BA e8' n4 83, DATUM: NAVD88 LEACHING 5TRU6TURE5 (RE5IDEN'r16 \ / I _ ; TO BE REWORKED I „w � SUFFOLK COUNTY, NEW YORK I - ••'. SEE PROPOSED SITE S7g 3g 00 � SGTM NO. 1000-111-13-11 MINIMUM HORIZONTAL SEPARATION DISTANCES, 6� t A. BUILDING W/CELLAR= 10'-0" �. j�,l z6 PLANS,DWG SPI AND 5P� / l I a 86.' B.BUILDING ON SLAB= 10'-0' �� 11 SjP R5 APPLICANT/OWNER: JANE WEILAND G.PORCHES,DECKS,HOUSE OVERHAN65, /- II yn�C,TO <8_ r EXISTING UTILITY POLE TO BE REMOVED EX,bOGK CANTILEVERS,ETC = 5-0 r�� II p�lC PER UTILITY PROVIDB25 REQUIREMENTS �\,\N�/2��' D. WATER LINES = 10'-0" 'Q SITE DATA: E.SURFACE WATER(WETLANDS) = IOD'-0" .-- -- "� F.PUBLIC WELL= 200'-V ' G.PRIVATE WELL = 100'/150' 0 - -24 - ��\ / PQ �25 TOTAL LOT AREA: 52,413 50.FT. (1.032 AG) TO TIE LINE5 H.RET.WALL(WTRPROFF) = 10'-0' ` / 6 R� / NO WELLS WITHIN 150 AREA 5EAWARD OF T.O. BLUFF: 15,111 SQ.FT. (0.3607 AG) TO TIE LINE J.U/6 FUEL TANKS = 10'-0" Z \ = / OF PROPERTY BUILDABLE LAND: 36,102 5Q.FT. (0.8426 AG) PROP05ED I AND 2 51Y 600I11025 TO EXISTING 1 1/2 5TY FRAME DWELLING (BUILDABLE LAND = LOT AREA - AREA 5EAWARD OF BLUFF) K.U/6 UTILITIES = 5'-0" L. ROAD STORM DRAINS OR / WETLAND AREA: 6,432 50.FT.(0.14-1 AG) TIE LINE TO MHWM RECHARGE 5A51N5 = 20'-0" O ¢ M.ON-SITE STORM DRAINS OR �,.: � I �C'J�� I / vQj / EXISTING 3 BEDRM DWL6 MODIFICATIONS TO EX DWL6: PROPOSED: 6 BEDROOM TO BE MODIFIED •NEW REAR DORMER • RECHARGE BA51N5 = 10'-0 U! I , I \ / Cj� ADDITION FTPRNT: 11044 5Q.FT. (� N.CATCH BASINS,NON-LEACHING = N�'-0" DwELLIN� EXISTING FOOTPRINT, ±1,4o15Q.FT. •NEW UPPER LVL DECKTL SUBJECT PROPERTY CURRENTLY: U O.SAN. LEACHING POOLS = &-0" PUR-16 WATER % LOT 47 60 SQ FT. P(gASEMENT B NOW ADDITION) FT NO UNXR'�V STORAGE TANKS EXIST ^ O P.PROPERTY LINES= 5'-0' LOT 132 O F' / • REMOVAL FROM 1St ADDITION TO Ist LFL,b0 SQFT. F+I Q.TOP OF EMBANKMENT OR STEEP(':LOPE 5GTr14 (15%SLOPE OR 6REATER) = 25'-0° 000111-I2-Os.2 �Q ` _ _ ,�\� \N�,p ,,`N / J J - STORM DRAINAGE SYSTEM: 1 I \. Q NO STORM DRAINAGE STRUCTURES EXIST as THIS SITE. NO PROPOSED DRAINAGE � N R BLUFF -65'-0" \ 66 26 G'C ��✓ 3 L SINE I COMPONENT WILL E!E PLACED WITHIN 20'OF PROPOSED SANITARY 5TFWTURES r 5.5EPTIG TANK FUMP 5TA,6REA5E'TRAP OR MANHOLE = 8'-0" SANITARY 5Y5TEM: _V - ■ / PROP- EXISTING SANITARY SYSTEM SHALL BE ABANDONED BY REMOVAL. T.SWIMMING POOL = 20'-0 / w• U.DECK/RAMP = 5'-0" EL 20.4' PIPE / o 6 V M EL=2b.1' E N 6p'\' , MIN .. UI 500 -� 10 . FND / - 10 MIN p K =' EA5TIN6 X !PROPOSED EXISTING = 1.p �� \36' 1 1/2 STORY FRAME •'.''.',�,;• o x p�, _ < / I STY FR GARAGE �0 DWELLING `� 'I o 11 WENGENERATOR _ TO REMAIN e u� (TO BE MODIFIED, :. ° PROP. UPPER 5TY 317 FINAL O Z SEE ARCH FOR ADDITIONAL � x LOT 45 INFORMATION (DRY BLD6 - NO WORK) 5 TMS 1000 111-15-01 / GF-32.8 FX UG F EXISTING (5EE DEMOLITION PLAN)•.•.,. .'• .•.. a �� DORMER ADDITION, ED O WUNNEWETA RD. \ j TO REMAIN V q n� DWELLIN�� pWR To PATIO FF=3�.0' 0�, �� 428 SQ.FT. REVIEWED � I ��/'� w RbLIG WATER R F A PROP. UPPER LVL DECK W F� 1 ANO WORK, SEE DECISION # `l \�A V�\-L / ., .a �/N \ �' 1 �.1 IN PLACE OF EX.ROOFS 13 O of r-RU EPG PF�o„ ` ; 1 OVER PORCH, Ilo sa.Fr. DATED 11 / 1 / a� �--� = O o • • �` x o __ _- !-� _ .a PROP. l5t FL ADDITION m BENEATH EX. R/O PORCH,60 50.FT. / ': 34.4' ���23 1, o / �� ` e NOTE: ..� 13.2' SEE DEMO PLAN FOR I/A OWTS UNIT SIZING: �"+ --1 EX. - � �\ � BLDG REMOVALS y '� WELL LOT 01 �- w w �� '�-� �2/ cp _34_ _ 5.CD1f.5.DIV15ION OF ENVIRONMENTAL QUALITY,STANDARDS FOR APPROVAL OF PLANS AND � 5GTHt 1000-III-15-0E) _ CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEM FOR SINSLE-FAMILY RESIDENG� DWELLNc v� -� l� w rn PART 13 8 / PROPOSED 9 DATED- DECrEM1 R 21,2011 WELL W �_ OF EXI5TIN6 WATER SERVICE LINE 2 5TY FR ADDITION ENGINEER: � TABLE 3 M I/A ON-SITE WASTEWATER TREATMENT GAPAGITIES W 30.0+ FF=31.0', 201 5Q.FT. 5. � t� 613EPROON DWELLING: TO 1?EMA IN(VF> IFY f-` W) w w I E MINIMUM TANK CAPACITY= 660 6ALLON5 O E EL.27.r o.o'®GRADE � SERVICE I/A OWTS UNIT LOAD CALCULATION: �� Yp Brown loan(OL) J 'A � ADDITIONAL ` 3 PROPOSED PROPOSED SANITARY DESIGN f_OW: 660 GPD P l EL.26.6' - 0.5' PERVIOUS GRAVEL / Z PROP. I RAISED PATIO Brown clayey sa o(5C,) PARKING AND � ti •• b BEDROOMS B 110 GPD/BEDROOM =660 GPD RF OVR 311 SQ.Fr. ,k MANEUVERING AREA 1 PORCH PROPOSED W •U5E (1) HYDRO ACTION WA5TE WATER TREATMENT PLANT EL.23.1' - 4A' ~� � - USE MODEL No.AN600,GRAVITY SYSTEM a U LOT 45 AREA: 1,142 SOFT. _ _ _ - _ �� 15TY FR ADDITIO �, �8 q 0 -3� •• TOTAL TREATMENT CAPACITY, 660 GPD M Brow FM ya.d SGTM:1000 III 15 08.1 PROPOSED Z 2 DWELLING STONE ENTRY �� G FF=37.0,837 SOFT. \ •• TOTAL WORKING CAPACITY: Ifs GPD / PUBLIC HATER ' 30 J w o�^^ MM TO,pW\- 1A1N1NG LL v PATH _ �` � u PWS (,0 U 30 cn 30.Ox -z N 05E0 DESIGN) - .. FLOW RANGE, 50-660 GPD �O 7 493 LOT 130 N OP. - TRS ' __--V-. � PROP D FOR .. LIQUID SURFACE AREA: 57 SOFT. SGTMH 1000-111-15-5.1 �p o�. o �� o �� o p[Zn U�1L\� 3 (5EE ARGN .. A �. `� •• MAINTAIN IREQURRED SEPARATION DISTANCES,DW6 SPI FESSIONA EL.Io.l 17.0GOMMIoN Z DL IC,HATER JEFFREY T. BUTLER P E. TEST HOLE FUEUG WATER �. PROP05ED PERFORMED ON- OI-0q-2020 'y,�/Nr � Ue 3 � 2q. 2!° , WOOD DECK, SANITARY LEACHING POOL SIZING: PERFORMED BY: MGDONALD 6EOS'IE1V -� p I N 5 z X28 7 0 N 4 SAN PIPE W/G.O. �A: 201 501T. � /Z R � "10,2' D.EL. = 36.bY PER 5.G.DJ4.5.DIVISION OF ENVIRONMENTAL QUALITY STANDARDS FOR APPROVAL OF PLANS HIGHEST ENCOUNTERED a EftL.,10.1' -30 / � �O(� t[7� ETU / � �n� AUTO-VENTED (AIR VENT TIED AND CON5TRUGTION FOR 5EWA6E DISPOSAL SYSTEM FOR 51NGLE-FAMILY RE5IDENGE5 / DATED: DECEMBER 2%2011 O PROPOSED 6 BEDROOM SANITARY SYS: �, 1 O RETAINING PROPOSED &L, �� INTO HOU5E VENT 5TAGK) AG �) M//y NOT INTENDED TO +2q.4 REQUIREMENT PER TABLE 4- Z PROPOSED AEROBIC TREATMENT PLANT �' '9 �¢/ RETAIN SEWAGE. �' II MIN.LEACHING SYS.FOR A 6 BEDROOM RE5.PROJECT �� (��� \j/ (SEE ARCH DWG9 /� 3q �� MINIMUM LEACHING SYSTEM(400 SQ Fr 51DEWALL AREA) O �E` q FOR DESIGN) MIN.50%EXPANDED SY5.(600 SOFT.51DEWALL AREA) Z ED ' I -HYDRO-ACTION 5ET-N-60 ON51TE WASTEWATER TREATMENT - 47 �� Ui �- s _ 5O 21 q SANITARY LEACHING POOL DESIGN: • SEE DETAILS ON DWG SP3 i ExP Z` .q _ � O O (� Ott 9 PLANT,UNIT INGLUDE5: / I_ P/Y, E \A 28.3' -� I LOT L�6 CALCULATION BA5ED ON EXPANDED (50%) 5Y5TEM REQUIREMENTS: = H Ln W MODEL AN600,GRAVITY SYSTEM �6 I\ l -- ©� 0 x2b.1 E 28 - so _ 5O 600 5Q.FT LEACHING AREA /25.0' 5Q.FT./VERT FT = 24D VERT FT REQ'D W I- 1 } of N""R yl,)R CIS is DE516N FLOW: 650 GPD P��G ��� G"VTRL PNL 50 24.0 VERT FT / 3 - 60 LEAGHIN6 POOL5 = 12.0 VERT Fr/POOL REQ'D m z SONG I� A�Ir� I• OPS(OP /GNTRL CENTER)W ALARM BEACON AUDIBLE e �� �`' o TH _ < v = -- 20 AMP MAIN SERV. FROM I Q Q HORN ALARM(LOCATED REMOTELY,A5 5HOWN) v �dp�O � � / S �2-1.1'x MAIN PANEL IN HOU5E _ _ - LOT 47 UPON INITIAL INSTALLATION U5E: 800-272-4480 8 PROVIDE: z _ �pS�1,�r.,\a�.�\`09 �� S\ - , \� - (2) 8'4) x 12' EFF. DEPTH LEACHING POOL5 (� (� < 2, U/G ELEG CND FROM DWLG TO REMOTE CONTROL PNL O \1 �\,\�'"�\P\ J' LP \0 PROP05ED �2g MIN. LEACHING AREA REQ D = 400 50.FT. OF 51DEWALL LEACHING AREA �..� Z QC 0 www.dignetnycli.com 2 U/6 ELEG CND FROM A.G. TO OP5 S p �j� \NO G,rO ,- '� CONTROL PANEL AND BLOWER. SIDE WALL LEACHING AREA PROVIDED = 400 S.F W 2' U/6 VENT GND FROM P.T.TO HOU5E 5TAGK �G� ~ or www.call811.com Ca p O / ,t�\ ��E�' LP `-, Qj� NII x28.1 / X10 / ' RB"10TE HYDRO-ACTION OPS CNTRL GNTR, I Q Z O for other states GFI CONVENIENCE REGEPTAGLE NEARBY CONTROL PNL Z p z ��" ti BLOWER MOUNTED AND 6171 RECEPTACLE ON UPON 50% EXPANSION INSTALL AN ADDITIONAL: H O # N ( ) 0 5 x28.1 4 Q G 2, 'H' FRAME SEE NOTES ON DW5 5P3. (1)8'0 x 12.0'EFF.DEPTH LEACHING POOL Z 111 O B law,excavators and contractors PROP05ED LEAGHIN6 FIELD tY.Q 28 / ` • FOR MOUNTING DE516N/REOUIREMENT5,5EE \ MIN.LEACHING AREA REO'D' = bOo 50PT.OF 51DEKALL LEAGHIN6 AREA OL working in the flue boroughs of New York USE: LU z / 'PROP05B7 'H'FRAME DETAIL',ON DWG 5P3 \ SIDE WALL LEAGHIN6 AREA TO BE PROVIDED � � � City and Nassau and Suffolk Counties on (2f &V x 12.0' EFF. DP LEACHING POOL5 AND O O N \ yUob�� • SEE'CONTROL PANEL REQhMTS'NOTES,5EE UPON EXPANSION = 600 5.F Vj < OO Lf� Long Island must contact DigNet, LOCATION FOR 50% EXPANSION SHOWN 0. Q wLIA �p\�7,0�' � � �"� \ 0= _ / SEE DRAWING SP3 FOR SANITARY Q O U) 1-800-272-4480 or 811, at least 48 hours . MAINTAIN SEPARATION 015TANGE5 w but no more than 10 working days . MAINTAIN 5% 6RADE OVR 20' AROUND 5AN 5Y5. �z� �P� � -- (excluding weekends and legal holidays) SEE DETAILS ON DWG 5P3 Q� `� ?7 PROPOSED SGDHS REF. No.: R-20-1366 STRUCTURE/COMPONENT DETAILS w Z N O Z prior to beginning any mechanized digging MINIMUM GRD ® 20 OFFSET 26 ,/ ; INSTALL ADDITIONAL COMPONENTS: FROM SAN. SYS VARIES r PARTIAL SANTARY SITE PLAN a Lo o 0 or excavation work to ensure underc round O 21 3, lines are marked. Excavators and I - 4'0 PRE-GA5r D15TRIBUTION BOX (5EE DTL ON 5P3) (MAX ALLOWABLE GRADE DROP IS ?' Z contractors can also submit locate ENDGAP LEVELING DEVICES (TYPICAL) \ 5%WITHIN 20'OF SEPTIG SYS) PROPOSED O 0 � EQ ~ requests online,through ITIC. If you do not �� Z .27 5 TORM DRAINAGE LEAGHIN6 POOL O currently use ITIC, please call l a O Q 1-800-524-7603 for more information. SD \ J 8"4x15' L.D. L.P.(SEE DWG SPI FOR STORM 10 5 0 10 20 RECEIVED v SEPARATION DISTANCE REQ MTS FOR � ( � DIRAINAGE GALL.AND STRUCTURE DETAIL SANITARY 5EPTIG TANKS. I/A OWT5. PUMP STA OR MANHOLE (RESIDENTIAL): 26 f AND REQUIREMENTS) GRAPHIC 5GALE 1" = 10'-0" For safety reasons, homeowners are \ `J l � \ strongly encouraged to call as well when MIN. HORIZONTAL 5EPARATION D15TANGE5. L.ROAD STORM DRAINS = 20'-0' A.BUILDING W1 CELLAR= 10'-0" M.ONSITE STORM DRAINS= 10'-0" � � � �. o NOV 18 202 PAGE: planning any type of digging on their 6 --._ -a- / .i B.BUILDING ON SLAB =5'-0" N.CATCH BASINS MON-LEAGHIN6) = V-0" property. Homeowners can contact in G.P�ORCHE5,DECKS,HOUSE OVERHAN65, O.SANITARY LEAGHIN5 POOL-8'-O' o directly at 1-800-al call of or by calling GANTILEVERS,ETC, = V-O' P.SEPTIC,TANK,PUMP STA OR M.H. = V-O' \ / zoning Board Of Appeals 811,the national call before you dig O.PROPERTY LINES = 5'-0" ?6 6�NF� / o / D.WATER LINES= 10'-0' / number. For excavation work completed on E.SURFACE WATER(WE'TLAND5) _'75'-0' R SWIMMING POOL = 20'-0' QRO� o personal property, it is the contractors „ F.PUBLIC WELL= 200'-0" 5.TOP OF EMBANKMENT OR STEEP SLOPE o responsibility--NOT the homeowner's--to 6.PRIVATE WELL =15'-0" 05%SLOPE OR 6REATER) = 25'-0" � / contact DigNet. Having utility lines marked K RETAINING WALL MTRPROOF) = 10'-0' T.BLUFF=b5'-0' / o prior to digging is free of charge. J.U/6 FUEL TANKS = 10'-0' U.DECK/RAMP = 5'-0' 0 / K.U/6 UTILITIES = 5'-0' / / 560145 APPROVAL AREA of 4 PROVIDE 20 AMP BREAKER IN MAIN ELECTRICAL PANEL IN PUMP/GOMPRE55ER POWER CIRCUITo _ NOTES: o PROPOSED BUILDING FOR C---0-4, GBI MI ------- ----------- FINISHED GRADE I. PIPE JOINTS TO BE SEALED W/ PROVIDE� ' PROPOSED I/A OWT5 �� ASPHALTIC MATERIAL OR EQUAL. S ,.� �. WHEN REQUIRED TO BE SET AT FINISHED GRADE LI LI �5--� 5PI SPRAY ""r"" """" z ry B g K 2.USE ENDGAP TYPE LEVELING �'E' p o J z PUMP PUMP RATINGS1 AK-080917-1 GOVER ADJUSTABLE AND LOGKIN61(AST IRON FRAME d Qiil 3/4HP® 115V 15.0 F.L.A. DEVIGE5(TYPICAL) Z o k WHT MOTOR I ® 2' Z� _ N N N �s 14x 12 COVER(CAMPBELL 11152 G OR APPROVED EQUAL) ry at.® C) O o 0 O INSIDE LID VIEW ry FIN15HEP GRADE z0 a MZ GSR 6 LOOPS tlI \J ❑ OOH CONCRETE � % \ _ _ -\\, \i\\, -1 Q H oe o" o" o" o" NOTE: ENCLOSURE HINGE TO THE RIGHT /' v/ ///�� LIJ O p ® } k 131KRPI BEGIRD PUMP RATIN65: ® ® i CHIMNEY 20-1 ry ✓ - Q �o ,o 16 p 8 � _,� MIN �� BAFFLE REQUIRED IF � OFF u, PUMP 3/4HP® 115V 15.0 FLA. " "r` m�= . ti° -- \��j\� INLET PITCH EXCEEDS ° ---. B�a�ou��� N MOTORc[3ti � C24 1 //\\ INE -- - \\� y"PER FOOT 4'(1)SDR 35 PIPE, a V I GB3 M3 0 0 0 0 0 \\ MIN 4 DIA. z _ sn � ( a MIN.SLOPE=Ye"/LIN FT s � � z UTQ I .� ALL OUTLET PIPES SET®SAME �O- -C, BLK MPI MIXER ff I APPROVED INVERT ELEVATION W " PUMP RATINGS: I I PIPE PITCH �° I p C PUMP WHT N MOTOR 3/4HP @ 115V 15.0 FLA. �', : i Q I ��\ Ye, PER I'-0" ® iv 4 S (2)2xax(LEN6THTO5UIT)ACO o �� a DD o D _= \\\/\\\ ® Z ° Q HORIZONTAL CROSS MEMBERS(TYP) users on oursio[or uo GB4 ulv FRs us 4 i3J�50Ah1�A�1 � ii N4D04,r�]iJ�PJ0��1R0 i� 4 SORA 7 HLU WLA I �xuu� WU9 1 \\� OUTLETS) O12 CRY I_I '� 3 L=====____� L=====____� L=====____� 4"ISDR35PIPE, i RI W COMP GOMP.RATINGS: I DOLLAR w 3'MIN. \/\ // MIN.SLOPE =Ya"/LIN FT MOTOR I/4HP® 115V 5.4 F.L.A. - o o c o 0 COLLAR //\\ ALL INLETS PIPES SET • I/A OWTS N ��® " / O /� SAME INVERT ELEVATION • ELECTRICAL I , 41 \ F z cV BACKFILL SAND OR USE(4)Yz'Q GALV GNTL PNL c )) {� {� 0 0 0 0 0 \�/ PEA GRAVEL(12 MIN).'.. LAB BOLT W/GALV. 12'w x 141, NOTE: ALL MOTORS MUST HAVE �^ (, _ 0 0 0 0 WASHER®HEAD O INTERNAL OVERLOAD PROTECTION. ae �r I - . �+ KA6(TYP®EA.P05T) • • } [t u _ RED(Dr-aAauaE AMBER(E�aP-- CREau WEER I � �z O O ry SP1 N RP1 N PI N C1 N 1 2 3 4 5 E 4 -C� ( ®® O ry ry � � � ; f y o � I PGIIAI� r�uura� �ra� � ry ONt L^MiDII� ® :�,IG TYP. PRE-CAST DISTRIBUTION BOX T (Nry o �- BLU I LRI-01 RED/WH WHT I ®� // //\ > 1 r'- 4x4x81 G AGO THE CONTROL PANEL BOX MI I \� \ NOT TO SCALE O o g MINIMUMPCOVER 36" MUST BE PLACED OUTSIDE � - I LRI-02 PINK/WH WHT I � BELOW GRADE ON A SUITABLE PEDESTAL BLU INCASED IN POURED WITHIN VIEW OF THE 5Y5. z O MZ I THAT IT SERVES.CONTROL Y_ d) z_ PINK/WH i STOPPER OR CONCRETE IN 12" �;,� o \\ � SUITABLE COVER CENTER SHALL BE A �� p \ / �/\ I " I 3 MIN TO END PLUG DIAMETER 50NOTUBE. REGIRG RUNNING _ --� i / 8-0 TO GRADE MOUNTED 3.5'ABV FINISHED m �C� �� ------------- /, (TYPICAL) GRADE(MIN)OR ABOVE BLU I LRI-03 YELNJH WHT O / GROUND WATER �? \ m RECORDED BFE,WHICHEV=R 15 HIGHER. PROPOSED YEL/WH G C7 COLLAR DEPTH z U FRAME DETAIL MIXER RUNNING o z o SEWER PIPE (STRUCTURE FOR I/A OWTS CONTROL PANEL M7UNTIN6) BLU LRI WHT (BAGKFILALNTO�VELE)AN SAND > ��q3p ELBOW LRI-Q4 D �z z 9` P"',--TYPICAL _ SCALE:NONE BLU14 r RED 16 PLG INPUT e,�ar� e��e kF� - - - - EXTERIOR y w \\ \\ RUN N.T.5. BLU A5-I PINK \ m 3 ELEVATION CLEANOUT \ \, \ ALARM NEW 20 AMP,I POLE BREAKER DEDICATED FROM UTILITYLEAG ORG BRN TO HYDRO-ACTION CONTROL PANEL PROVIDER °� a I.FOR AREASN 14fAN�D1AEEAVEON TL,,R E DESIGN 4.AGOE55 OPENINGS WITH A MIN.DIA.OF 20" 60^ WE HNA MUTE 120 VOLT,I�SERVICE TO HYDRO-ACTION INCOMING SERV. ";Fa OF THE LEAGHING POOL SHALL BE BASED UPON A SHALL BE PROVIDED FOR EACH POOL. BLU CONTROL PANEL (DETERMINED MAXIMUM LEAGHING RATE OF 1.5 GALLONS OF 5.ALL GOVEP5,WHEN NOT REQUIRED TO BE NOTE: ADDITIONAL GLEAN OUT SHALL m J TEST O (2 w6,a6 IN I"PVC.PIPE) BY OTHERS) ;'`Iliiiilsiy' SEWAGE PER DAY PER S.F.OF 51DEWALL AREA. BROUGHT TO GRADE,SHALL BE OF PREGA5T 4IZL 4, t 4 oPc ��,»=. 2.LEAGHING POOLS ARE TO BE GONSTRUGTED OF BE PROVIDED IN INTERIOR R BLDG, O � ALARM REINFORCED CONCRETE(OR EQUAL).GONERS NO HOUSE TRAP SHALL BE PROVIDED LIGHT HYDRO-AGTION HYDRO-AGTION UTILITY PRECAST REINFORCED CONCRETE(OR EQUAL) OVER 3'0 ARE NOT PERMITTED PER IRG 2015,P3201A RED BLK WHT AERATOR I/A OWT5 MAIN BUILDING 5ERVIGE LEAGHING 5TRUGTURE5,50LID DOMES f/OR SLABS. 6. ALL CAST IRON COVERS SHALL BE SET AT FIN. • CONTROL PANEL REQ1 TIREMENTS: ELECTRICAL CIRCUIT BREAKER METER 3.LEAGHING POOLS SHALL BE A MINIMUM OF VIN GRADE,BE LOCKING,WATERTI6HT,IN5EGT-PROOF NOTES: r 1 n GONTROL PANEL PANEL °��f� OUTSIDE DIAMETER. AND APPROVED FOR 5EWA6E USE. 1.FOR GLEANOUT(S)LOCATED IN TRAFFIC,AREAS, 1.THE CONTROL PANEL BOX MUST BE EM GED OUTSIDE ON A SUITABLE ENABLE IZ"W x 14'1 TYPICAL SANITARY LEACHING POOL (LP) 2.FOR ZE WITH H��LDING EXTENS FRAME i�NNEEGTION5 �`-•+ PEDESTAL WITHIN VIEW OF THE SYSTEM THAT IT SERVES.GNTRL GNTR AND BLOWER SHALL BE MOUNTED 3S'ABV FINISHED GRADE(MIN)OR -20-0 n YEL 1 PLG INPUT NOT TO 50ALE ABOVE BFE PLUS 2.0'FREEBOARD,WHICHEVER 15 HIGHER SEE'H' ELECTRICAL NOTES: EXISTING FRAME DETAIL ON DWG 5P2. 1. BURIED ELEGTRICAL POWER CONDUITS SHALL GROUND RDD r 2.EXTERIOR PANEL(NEMA 4X 5PEGIFICATION5)PLACEMENT ENABLES OVERRIDE BE A MINIMJM OF 24 IN( BELOW 6RADE. a V THE SYSTEM TO BE 5ERVIGED AT ANY TIME,ELIMINATING THE NEED 2.ALL ELEGTRIGAL WORK TO BE PERFORMED IN TO ACCESS THE INSIDE OF THE BUILDING. BLU 3 4 GSR YEL/WH IP PLG INPUT ACCORDANCE WITH NEG. F--�-� 3,THE CONDUIT MUST HAVE APPROPRIATE 5EAL5 TO PREVENT GASES BLU WH NK ELECTRICAL ONE-LINE DIAGRAM AND MOISTURE FROM REACHING THE CONTROL PANEL OR JUNCTION 14 PLG INPUT BOXES. 4.SYSTEM SHALL BE EQUIPPED WITH A FUNGTIONIN6 WARNING 5YSTEM 0 TAN c(D SCALE`NONE � � � 'L WHICH WILL ACTIVATE AUDIBLE AND V15UAL ALARMS THAT GAN BE TIME D05E 17 PLG INPUT SEEN AND HEARD BY THE OCCUPANTS OF THE BUILDING BLU �"'� X 7- READILY � SERVED. DEMAND � O 5.PRESSURIZED MUST BE EQUIPPED WITH A CONTROL PANEL WITH F•I�•1 O TAN/WH - �1 L(> MEANS OF GONNEGTING A PORTABLE C-':ENERA70R TO OPERATE THE � SPRAY 0 �� PLG INPUT SYSTEM DURING A POWER OUTAGE. WI RECEIVED (� WI BI ELECTRICAL SCHEMATIC DIAGRAM NOV V 3 O O NOTES' 020 � N �' .� •%� '%' �� �I `'> � FLOAT SWITCH TO BE RATED 2 AMP AT 120N MINIMUM. � SP1 N RP1 N PI N Ci N 1 2 3 4 5 6 - MAIN PANEL 015CONNE'CT MUST BE PROVIDED BY INSTALLER. {{� r,, r DASHED LINES INDICATED ITEMS NOT CONTAIN IN THE PANEL. ZOl)ing Sward Of Appeals REQUIRED TORQUE FOR TERMINAL BLOCK 5GREW5 15 Ib IN-05. FIELD WIRING MUST BE A MINIMUM OF b0°G COPPER WIRE. m r U = m w fLU 3 m 3 a 3 v 3 m m o 0 3 of a a a o a m z z s s s PROPOSED a a s a w w ENGINEER: (6 BEORM DWLG) a s s x u ADDITION � � $ � � 1st FL.EL.37.0' CONNECTION DIAGRAM N yo REQUIRED TORQUE FOR TERMINAL BLOCK SCRFWS IS 16 in ' �P a( T 2"0 PVC, VENT PIPE MAINTAIN 5%GRADE: IF A R15ER COVER WEIGHS LE55 THAN 60 LB5 A SECONDARY GONNEGT TO O 73 9S a A MAXIMUM 5%SHALL BE MAINTAINED FOR A MINIMUM OF 20'HORIZONTALLY SAFETY LID OF DEVICE SHALL BE PROVIDED. HOUSE STACK AROFESSIONP� 729 AL. �a o FROM THE NEAREST EDGE OF THE LEAGHIN6 POOLS BEFORE TAPERING OFF PROVIDE COVER: T' TANK NITRO EN TO PREVENT 5EEPA6E OF THE LEACHATE THROUGH THE TOE OR EDGE OF WHEN REQUIRED TO BE SET AT FIN.6RD: JEFFREY T. BUTLER, P.E. P - \ THE SLOPE(EQUATES TO MAXIMUM DROP OF 12"OVER 20'HORIZONTAL) USE HEAVY DUTY,WATERTIGHT, PROVIDE GONERS: /1 DU ON TANK CONTRACTOR TO PROVIDE WHEN REQUIRED TO BESET AT FINISHED GRADE USE: EXISTING " 14 GU.YDS OF RATEABLE 501E FOR THE IN5EGT-PROOF ADJUSTABLE AND LOGKIN6 •THERMOPLA5TIG COVERS-LOGKIN6,WATERTIGHT, GRD ® BLDG = EL. 30.0' Li / PROVIDE COVERS: CAST IRON FRAME I COVER(GAMPBEI L \, o IN5EGT-PROOF,FLAT,SKID PROOF,BE APPROVED FOR SEWAGE • • C) WHEN NOT REQUIRED TO BE SET AT FINISHED GRADE USE: PURP05E5 OF REPLAGING UNSUITABLE 1182 G OR APPROVED EQUAL) USE t HAVE UV PROTECTION �y •PRECAST REINFORCED CONCRETE COVER(OR EQUAL) 501L5 WITHIN THE PROPOSED LEAGHIN6 G.O. r POOL COLLARS. \\\\; \ \ , I- ' . EXISTING GRADE OVER ATU ® EL. 2b bq \ \/ \ '\/ /\//\ //\ Z PROPOSED GRADE OVER L.P.s VARIES EXISTING GRADE ra \; NATIVE 0 (EL.28.1 +/) OVER DB® EL.28.69 i / / / \i /`%\/\% %\% %\\/ ;\�'/\\% RATEABLE \\j`\ \/\//\ //\� J J_ .: �. \/\, ,i\ \ \\ Q \ \ \ \ \ \ \ \ \ / / / / / / /\i / / / / / / / / / / / // � CD \ Ul �\\\\ \�\\/\/�\\\��\��\�\\�� \. \\\ \ \\ \ \` \\ \\ \ \ \`/\\\��\/\\/\\/\\j \/\\/\\/\\/\\%\\/\\/\�cV ry,%\j\\j\�'�/ >./\ \%%\,j\/j`/j\// ���\/j\\/j\\/j\\ • DB EL. 2656' ///\'/%//%///\//%�%"////%// ' >\, \\,\,\\ \ \ \ O - /j�//\/� /�/////////// // //<�/,,/\�/\//\�/\/\//.\// // //\//.\// %i::, ✓/\�/\�� \j \\ \\/\\\�\\ \\/\\ �'\\\/\�/\\\/\\. DISTRIBUTION / %`/\Y. \Vii'\'\�\\ - ® - LU \/ SLAB: EL.21.1' \/ - i//�j/////////////////// i /////,//,. /. //, /i /.,i / -rl i. i, i v i, i. - /, /\ij /�/ / E--N 4t05DR55XPORT PIPE, \ /� ^w \EL.26.6'-T.O.SG'501E RIBBON \/\ j�/ %/\/%\/%//\// y/\,/\/,\i \ _ II II ` \ \ \ 'I T0.INV ® {� �I Z (� B.O.SLAB: EL.26.6' \ DWL6 TO PT, 42.1? LIN. FT. /\ Y 5 r�- O.INV. ® A.G. II I.E. PT. //\//\//\ COMPRESSOR AND t I I I I I I 1 I I i i i �.�. MIN. SLOPE =Y4" / LIN FT i\\/\\/\\/' - PLG GNTR.L PNL t^U HPI20 I I NON-RATEABLE 501E I :.. . ' ` = EL. 26.65 II II II = EL. 26.15' /i // // DWLIS _ - BLOWER 1.0 BE INSTALLED REMOTELY POWER LINE AND MISC. GONNEGTIONS _ _ \\ \\ \\ - (5EE SITE PLAN FOR PROP.LOG)' TO BE MODIFIED A5 REQUIRED TO BRW CLAYEY SAND II LP i i i I i i i II II AIERA'nON 42.11 L6 xY4 10.5, /i�//// EL. 21.63' �/ W I SG'SHALL BE REMOVED NV. = EL. 26.21 I 8.0.DB=EL.25.1' CHASER Obb' MIN SLOPE \'\\ ACCOMMODATE REMOTE LOCATION OF LEAGHING POOL „ II II \/� W v Q O D < OPS CONTROL CENTER A5 5HOWN ON AND REPLACED W/ I I I I I I I I I I I I I I I I � 4 (P 5DR 35 XPORT PIPE, II II I z O (I OF 2) I I O.INV. = EL. 26.36 Zy NATIVE SITE PLAN RATEABLE SOIL p REPLACE O= FROM AG TO DE) II II II P.T. NATIVE si UNSUITABLE 501L W/ `r 1P'RIETRISA'd'�vli�l�'Q" UNDISTURBED UNDISTURBED LLl }- SW'OR 5P PER rL I I _ 8.08 LIN. FT. MIN. SLOPE = I II 5o1L so1L 1� Q Z ASTM STANDARDS PER 5GDH5 STANDARDS FOR APPROVAL OF w TYPE 5P OR 5W PER II II I I 1�� I PLANS AND CONSTRUCTION FOR SEWAGE o i A5TM STANDARDS I I I 4"0 5DR 35 XPORT PIPES FROM Y8 /LIN FT Z N N + III I I I I I I DISPOSAL SYSTEMS FOR SINGLE-FAMILY 1 1 1 1 1 1 1 1 s s = „J,J ELI,;J„ J � � LLI � � S.OS LG xY8 = 1.01 RE5IDENGEs,12-29-eon \ \ \ DB TO LEAGHING POOLS 2"PVC,VENT LINE(TIE EL.23.1' B.O.5C,' S01L RIBBON '\ \\'\\ \\ \\'\\'\\ \\ \\'\i\\ O.Oq MIN SLOPE /' - - - - - - ,/j // // // // // //:✓/ /.' B.OS LIN. FT. (WORSE GA5E) INTO BLDG VENT STACK) / '\/\�\/\/\/\/ \ \/ /\ ( O SEGTION 5-106A.4. _ \ \ \i/\ \// , MIN.SLOPE =Y8 /LIN FT _ _ ^ < N V >\\/ /\\/\\` WHEN INSTALLING LEAGHING STRUCTURES \\ \\ \\ \\ \\,� ��/\'\ \ N - k O F -_-_- / SOIL DOLLAR /,. // // //!/ '/ // /j`/j\/j 8.08 LG xY8 - L01 - O.OG MIN SLOPE I I / /` UNSUITABLE SOILS SHALL BE REMOVED `/`/ / /\/\/\/\/ INSTALLATION �. \ \y\y y \y ;\;\,\,:\\ \\ \\ \\'' B.O. CHAMBER ® EL. 21.45 B.O. P.T. ® EL. 21.45 �T� lSl O Lf) I II II !//�//�//\//\// // //\//•\ AND REPLACED WITH SAND AND / w < LL N O REQUIREMENTS: GRAVEL,ACCEPTABLE TO THEYD][�®.A(�7C�®\N A Z \\/\ \\/\\/\\/\/ DEPARTMENT,A THREE-FOOT COLLAR \/\/\i\/\/\/\/ /I 1.THE I/A OWT5 TANK SHALL II �.C. II y, \/\/\/\/\/\/\y\ \j',j�j�j\\j,>�j\\j\\j O /, \// // //\//\//.\// //\ EXTENDING DOWN INTO A MINIMUM OF / / / / / / /, ADVANCED 5GDH5 REF. No: R-20-136q BE INSTALLED AT LEVEL IN 1 II II II \, \ \` \ \ \ \\/\\�\/,\/.\/\/. /\\ ALL DIRECTIONS(WITH A ���®� II �%i�//��i✓j�/j�/ /� 51X-FOOT STRATA OF ACCEPTABLE �/ j NATIVE SOIL /\�%' MAXIMUM TOLERANCE IN �'HAhSER III II j/\%/;\/j;%/\%/\\//\\//�\// //\ SAND AND GRAVEL. //\\j'TYPE SP OR 5W';\\// g y O O Z 1 I J / www.di netn cli.com '\; RETURNEDPor ANY DIRECTION OF+/ONE P.T. i ;X% /\i \/ [1� P• . /. /\/i\//.\/j\/j\/j\/j\/j, \// POST EXCAVATION'\,. Of N�WYO CITY www.call811.com r^ O m m \ \ \ \ \;\ Fy( QUARTER INCH}ON A //\//\// :i i\\jj\\` \�%/\j/\j/\y/\//\%/\%i\/ $�ONG ISI �n (for other states) - - - - - - - \'\' PROPOSED SANITARY RISER DIAGRAM Hot MINIMUM 3-INCH THICK BEDS ' Q OF PROPERLY LEVELED TANK I I I I II II � 800-212-448 811 � AND COMPACTED SAND (FREE FROM ROCKS)OR I I � ' INNOVATIVE/ALTERNATIVE ON-SITE WASTEWATER TREATMENT SYS. II II II II /i' PEA GRAVEL. I I % \\%\�'\�%\\ \ �i\`i\\ice` GRAVITY SYSTEM By law,excavators and contractors working in For safety reasons,homeowners are strongly /\ / B.O.POOL® EL. 14.21'\\\\\ \'\\"\- ;;\\ \\ \�%\ \\/\\\\; SCALE: NONE the five boroughs of New York City and Nassau encouraged to call as well when planning any PAGE: contact DigNetand Suffolk 1-800-272A480 orunties on Long 1811 at least Homeownermust type of 's can contact ugging on their s directly at LI U '- �V DIAMETER 48 hours but no more than 10 working days 1-800-272-4480 or by calling 81 1,the OWNER CARE OF SAN. SYS: (excluding weekends and legal holidays)prior national call before you dig number.For 5.0' I I 5.5' NATIVE /\\\\\ `\\� to beginning an mechanized digging or excavation work completed on personal i / \/ / • 9 9 Y 99 9 P UNDISTURBED SOIL FORMULARIZE ONESELF WITH THE MANUFACTURES RECOMMENDATIONS FOR CARE OF excavation work to ensure underground lines property,it is the contractor's T //�, ` /,/\, ; \j/�/,�//�//,//j,/// /\//\\//\ \/ %/\ /, /\�//�//\�/ //// SANITARY COMPONENTS. are marked.Excavators and contractors can responsibility-NOT the homeowners-to HYDRO-ACTION WASTE WATER TREATMENT PLANT also submit locate requests online,through contact Di Net.Having utility lines marked ' \% .\ \\ ,, ,\ \\\\. SP3 \/\/i.,// •PRIOR TO ANY FUTURE SITE WORK ALWAYS ERECT GONSTRUGTION FENCING 8 BEYOND MODEL No. AN600 (GRAVITY SYSTEM) \ \/ \NO GROUND WATER EL. 10.1 PER TEST HOLE.\i j\ \;\\ \ .\\,.\\/\! THE PERIMETER OF THE WASTE WATER TREATMENT UNIT TO PROTECT THE GOMPONENTS q n g g y ITIC.If you do not currently use ITIC,please priorto digging is free of charge. HIGHEST EXPECTED GROUND WATER EL. 11.27' call 1-800-524-7603 for more information. \>� VEHICULAR DAMA 5GALE: NONE GE. of 4 50' MIN. WOVEN WIRE FENCE (MIN. SYMBOL: PROFILE EX15TIN67 14 1/2 6AU6E W/MAX. b" MESH SPAGIN5) x x s MOUNTABLE BERM (OPTIONAL) S PAVEMENT � R 3' R / 10' MAX. G TO G. 36" MIN. LENGTH FENCE POSTS 0 EXI5TIN6FILTER - z DRIVEN MIN. 16' INTO GROUND. d GROUND CLOTH LL Ate_ 50 MIN. oo HE16HT OF FILTER z EXISTINGIb" MIN. N GROUND W .t v 0v v .t, ` z PERSPECTIVE VIEW 12'MIN. EXI5TIN6 L PAVEMENT GON5TRUGTION SPECIFICATIONS I. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES 36' MIN. FENCE POST z WOVEN WIRE FENCE (MIN. 14('2 0 OR STAPLES.P05T5 SHALL BE STEEL EITHER 6AU5E W/MAX. 6' MESH tP p 'T'OR U'TYPE OR HARDWOOD. CONSTRUCTION SPEGIFICATIONS 2. FILTER CLOTH TO BE TO BE FASTENED SPACING) W/FILTER CLOTH SECURELY TO WOVEN WIRE FENGE WITH TIES 1. STONE SIZE -USE 2'STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. SPADED EVERY 24"AT TOP AND MID 5ECT10K Q o n 9 2. LENGTH-NOT LE55 THAN 50 FEET(EXCEPT ON A SINGLE RE5IDENGE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). FENCE 514ALL BE WOVEN WIRE 12 1/2 GAUGE 6" 3 3. THIGKNE5'-NOT LE55 THAN 51X(6) INCHES. MAXIMUM MESH OPENIN5. FLOW z UNDISTURBE cn ' 4. WIDTH-TWELVE(12) FOOT MINIMUM,BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 3• WHEN THO SECTIONS OF FILTER CLOTH ADJOIN GROUND TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. EACH OTHER THEY SHALL BE OVERLAPPED BY Lf 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLAGIN6 OF STONE. 51X INCHES AND FOLDED. FILTER CLOTH COMPACTED SOIL 6. 5URFAGE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD GON-CON5TRUCTION ENTRANGE5 SHALL BE PIPED SHS-BE EITHER FILTER X,HIRAM IOOX, � AGR055 TFE ENTRANCE.IF PIPING IS IMPRAGTIGAL,A MOUNTABLE BERM WITH 5.1 SLOPES WILL BE PERMITTED. STABILINKA T14ON,OR APPRDVED EQUAL. EMBED FILTER CLOTH � 7. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT 4. PREFABRICATED UNITS SHALL BE 6EOFAB, A MIN. OF 6" IN GROUND. 4" Z ONTO FUBLIC R16HT5-OF-WAY,ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRAGTED ONTO PUBLIC R16H%-OF-WAY MUST BE ENVIROFENGE,OR APPROVED EQUIVALENT. REMOVED IMMEDIATELY. 5. MAINTENANCE 514ALL BE PERFORMED AS 6. MEN WA5HHNG 15 REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND NHIGH DRAIN5 INTO AN APPROVED NEEDED AND MATERIAL REMOVED HEN SEDIMENT TRAPPING DEVICE. 'EIlA_6E5' DEVELOP IN THE SILT FENCE. SECTION VIEW 4. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EAGH U.5. DEPARTMENT OF AGRICULTURE STABILIZED U.S. DEPARTMENT OF AGRICULTURE SILT NATURAL RESOURCES CONSERVATION SERVICE CONSTRUCTION NATURAL RE50URGE5 CONSERVATION SERVICE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CON5ERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCE NEW YORK STATE 501L 4 WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE 501L 4 WATER CONSERVATION COMMITTEE 2"X4" WOOD FRAME STAKE FINISHED GRADE i. X/ 3 J FABRIC X >' COMPACT FILL n v � ZILU tb xi v 3 o m y / Y ii DROP INLET v z I �— =III II o m x —111-1111=III a Q 4 WITH GATE r— X12" MIN, 'MIN ELECTRICAL SERVICE FRAME 111 =111 =11— oo y n�. GABLE IN GONDUIT: - �— T.O. CONDUIT X/ > 200 AMP (2" CONDUIT, MIN), 320 AMP ('�'2" CONDUIT, MIN) BURIED FABRIC PROPOSED 6A5 5ERV. 400 AMP (4" CONDUIT,MIN) ( �' z jY ELEV OF BOT. OF LINE WILL BE �, 1 (ll��� DETERMINED BY SIZE OF SERVICE COMMUNICATION �— X UTILITY PROVIDER SUPPLIES (Ty # TELA a_ GATHER EXCESS AT ORNERS I XZ CJl UTILITY TRENCH DETAIL NOT TO 50ALE or GONSTRUGTION 5PEGIFIG?,TION5 L I.FILTER FABRIC SHALL HAVE AN E05 OF 40-85.BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. Q 2.GUT FABRIC,FROM A GONTINXi7-,ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE 2 `T O REINFORCED GONG. SLAB,6'x6"xIO"WWM NEXT STAKE. �T� NSE CHAIRS) 3.STAKE MATERIAL5 WILL BE 51'ANDARD 2'x 4'WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. F� m 4.5PACE 5TAKE5 EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP.SPANS 6REATER THAN 3 FEET MAY BE BRIDGED WITH THE LEE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. • 5.FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED T o THE X •x° qX X X =�X . STAKES AND FRAME. 6.A 2'x 4"WOOD FRAME SHALT_BE COMPLETED AROUND THE CREST OF THE FABRIC,FOR OVER FLOW STABILITY. w W TYPICAL SLAB DETAIL MAXIMUM DIAINA&E AREA I A IE I­_ FORGENERATOR AND AG EQUIPMENT U5. DEPARTMENT OF A6RIGULTURE FILTER FABRIC SCALE: N.T.S. NATURAL RESOURCES CONSERVATION SERVICE DROP INLET ENGINEER: NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE 501L 4 WATER CON5ERVATION'COMMITTEE PROTECTION .���F T. 10 ,`P Ci 'A www.dignetnycli.com m lfJ f PJC'1d Yt t K CII( °r www.ca11811.com (for other states) �A 07,4 3 800-272-4480 � 811 `OPESSIll —yq JEFFREY T. BUTLER, P.E. By law,excavators and contractors working in For safety reasons,homeowners are strongly the five boroughs of New York City and Nassau encouraged to call as well when planning any Q and Suffolk Counties on Long Island must type of digging on their property. �( contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at o 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the = (excluding weekends and legal holidays)prior national call before you dig number.For m to beginning any mechanized digging or excavation work completed on personal excavation work to ensure underground lines property,it is the contractor's are marked.Excavators and contractors can responsibility--NOT the homeowner's--to also submit locate requests online,through contact DigNet.Having utility lines markedLL_ITIC.If you do not currently use ITIC,please prior to digging is free of charge. LU O call 1-800-524-7603 for more information. V Z CD LU } � I- vm � � O < _ wUJ W_ CL z � C) LU � O QO # O Q OL < � V_ o 0 I_ O `I FA 7- LL N O Nps ya?�� y � o z 2a 0 w Ding e�drd Oq 110F � � < p00% p Q v PAGE: SP4 SGDHS REE. No. R-20-136ci of 4 1 1 2 2 1 2 6485 NASSAU POINT RD, CUTCHOGUE, NY A303 A304 A303 A302 ADDITION A301 A301 DESIGN BY: BARBARA SCHNITZLER 220 OLD HARBOR RD (N) DORMER AND DECK NEW SUFFOLK, NEW YORK 11956 /F _ TOP OF RIDGE ARCHITECT OF RECORD: ELEV. 58'-11" LEE&CHESONIS DESIGN NIDA CHESONIS LEE 14 VERONA STREET SUITE 3D BROOKLYN, NEW YORK 11231 718.330.0471 STRUCTURAL ENGINEER: JAMES J.DEERKOSKI,P.E. - 16 LIBRARY AVENUE,SUITE C -- ------------------------------------------- WESTHAMPTON BEACH,NY 11978 / / \ \ 631.774.7355 -- - ---------- 20 ------------------------------ ' 203 ' ` 201 ` - ---- ------- 201 - - - FINISH FLOOR ELEV. 47'-7" 0 FINISH FLOOR NEW WOOD RAILING ELEV. 45'-7" C° N NEW CONCRETE RETAINING — WALL W/STONE CAP N co NEW WOOD DECK& RAILING - --- ' - -- - --- ---- // \\ O O // // \� \` ---- - - - i� 110 � ----____-- / � __.._ LLJ 1'14 _.__.... 113 -- --- --- ...- 04 - -- 10 60 ....-.................._.._.. _.._.._._.._............._.........._.__._.._...._.... I _....._....--.......... FINISH FLOOR - - ......_................ ...........- ...._._..._...__... \ / / _............ — - � ELEV. 37'-0" LEI F f=�� 7EXIST. AVERAGE NATURAL GRADE ELEV. 32'-2"GRADE NEW GRADE EXISTING GRADE v NEW BASEMENT i i ELEV. 29'-5" I N T.O. CONC. SLAB — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ELEV. 26-10" EXTERIOR ELEVATION - EAST L J L ADDITION SCALE: 1/4":: V-0" NEW LAP SIDING THROUGHOUT AT HEIGHT OF BUILDING: THE VERTICAL DISTANCE MEASURED FROM THE EXISTING STRUCTURE AND ADDITION AVERAGE ELEVATION OF THE EXISTING NATURAL GRADE ADJACENT TO THE BUILDING, BEFORE ANY ALTERATION OR FILL. TO THE MEAN HEIGHT BETWEEN EAVE AND RIDGE. AVERAGE NATURAL GRADE = 32'-2" HEIGHT OF BUILDING = 20'-0" TOP OF RIDGE _ ELEV 58'-11" ------------- (N) DORMER ----- ADDITION --------------- - 19 n ---- ----- ---- - ---- (E) ROOF v EP - ---------- MEAN HEIGHT --- __ (N) DECK ELEV. 52'-2" —---- ---------- . ------- --- __ . . . . .. FINISH FLOOR-- — EV. 7" FINAL ---------- _. _._ .._..._....__..._........ . _.__. .. .... .............. = SEAL. .......... ....... ...... _._ ..._ ..._...... ..__ _....._....._...._. -.. ._.... ... . __.._.. FINISH FLOOR rn --------------------------------------------------------------------------------------- --- -- ------ --- ELEV. 45'-7" N REVIEWED By Z �aEo ARc _ ._....._._ . .__" - SEE ®ECISION ## �•5� �HEsoNs'�%=` ED ----- - - - - --- -- - - - --- ---- ---- Lff I I I I - .. 4J _ m / \ O co O _..---- ----__ ---- _......... .._ -.- -— . .- .. _ ........ ... ._._.... ......._... _.. ...__ [4R4 _ N ---------------------------- 119 ---- ----- 11 S --- -- -- 117 --— - ------ ------ - - - -- - ------------------------------- -" - ---------- RETAINING WALL AT NEW —— -------------------------------------------------------------------------------------------- - - ------------------------------------- ---- - - --- — -- ---- - IBM m PATIO, CONC. W/STONE FINISH FLOOR PROJ ECT N0, 1902 T.O. FOUNDATIO> AP 6485 NASSAU POINT ROA ELEV. 36'-1" CUTCHOGUE, N Y 11935 D - - - - - - - - / AVERAGE NATURAL GRADE AVERAGE NATURAL GRADE /' �\ _ _ _ __ DRAWING TITLE: c� ELEV. 32'-2" ELEV. 32'-2" 001 - = = -- -- -- - -- _ = = = _- - Exterior Elevations 00 - - - - - - - - - - - - - - - - - - - - - �r \ 1 / — — — — — — — — — — EXISTING GRADE ELEV. 29'-5" 1° EXISTING GRADE , r N ELEV. 28'-0" � `� ,' � � � � N T.O. CONC. SLAI3 �_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — T.O. CONC. SLAB —Y - - - - - - ELEV. 26'-10" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T�_ (N)WOOD DECK ELEV. 26-10" DATE: 07/10/20 DWG NO.: STONE VENEER AT EXIST. GRADE L- -j _J LATTICE PANELS FOUNDATION WALL NEW GRADE SCALE: 1/4" = 1'-0" DRAWN BY: NCL A-401 STONE VENEER AT 2 EXTERIOR ELEVATION - SOUTH RETAINING WALL SCALE: 1/4":= 1'-0" 6485 NASSAU POINT RD, CUTCHOGUE, NY 2 1 2 2 1 1 A301 A301 A302 A303 A304 A303 DESIGN BY: BARBARA SCHNITZLER 220 OLD HARBOR RD ADDITION NEW SUFFOLK, NEW YORK 11956 ARCHITECT OF RECORD: LEE&CHESONIS DESIGN NIDA CHESONIS LEE 14 VERONA STREET SUITE 3D - BROOKLYN, NEW YORK 11231 w 718.330.0471 STRUCTURAL ENGINEER: JAMES J.DEERKOSKI,P.E. 16 LIBRARY AVENUE,SUITE C WESTHAMPTON BEACH,NY 11978 631.774.7355 - ----------------- ----- - --- --- - ---- - - -- --- -- - ----- .._...__. __... -- ----- ................ ... ___- ..__..---- -..._._............. \ -._.... - .......-----..---------- ----------- Ji 130 __...-------.._.._..--- ---..._. 128 .. ........... .. 127 _.-._..- _. . . . 126 _....._-...._....... .........- 124 -.............._.. _..._. ..__...___ - 123 _.__.... .. ... ....- 120 -.........._._..._._...---....-----------..... -" ......... - - _ .. . .. ... . .. ... ... . ... ._.._........... ........ _.-........ .. _ . . ._.....-... ._...._.._._. _.. _ ._..._...__...._...._...._...__.-....... ..._.......... - ........... ...__.. ----------- ---------- -- ----- -- _ - - ----- -- -..._.__ .. _ .. ......_.... - --------_------------- - ----- - ._...._..------._. .._..- --- - ----- 1 6 - _._..._.._...--" - -- -.___"- "-" _________..- ""----------------------------- --------- ---_ -- ------ __... _.._._ ..._.__......._.._._._._.._..._. _....._.__....................... ................. _....._._ ._.._.._._......_..... . _.._.........._......_.._..__... ..-. - -.._.....____ .._ .. __... __....._._..._..-._ __........._.....__.__._._.-_.__ ._..._.__.......__ ........._....._......_._... __._.._...__..._._............. .......__..__...__._. -------- "------- -" " ---" .._..._.. --- - ------------ --- ------------------------------------ - ---"---------- --- -..__....--- ----- -------- ---- " ---- ----- - ------------"----"- --......------------------------------------------.__...---.._..__ __..._..--_.._.___...-__.... ..... ....... . .......___.._.._.._-_-_.----_-._.---_.__._..._-- _ _ ...... _.._ -.-._............_........ ....._....__.._. .............. ._.... _...._.._....._..__..._..._ ' _.. ___.. _..._.._--..._..__.._.... ..___.........._.. � FINISH FLOOR ----.._..----------- -. --------.................................... .. ----.........--- -" .._._.. -- ---- - -- --- - -"-- - -------"-- -- ---- -- ...---- - -------- - - - L V. '-0" I NEW RAILING AT EXIST. PATIO EXIST. STONE WALL I I - _ ( CONC. SLAB ELEV. 26-10" II - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - L -- -- -J EXIST. GRADE STONE VENEER AT NEW GRADE FOUNDATION WALL 1 EXTERIOR ELEVATION - WEST ADDITION SCALE: 1/4" = V-0" NEW LAP SIDING THROUGHOUT AT EXISTING STRUCTURE AND ADDITION 743Y SFP I G 2G w (N)WINDOW W/ FIXED WOOD GRILLE -------------- (N) DORMER AND DECK -- ----- -- --- ---------_-__----------.___ SEAL: ---------- ___.. _.____ ED ARS+ FINAL MAIC �5 Neso ti� ----- ----- - ---------/ -------- --------"203---------------—--------------------------------- REVIEWED BY ZBAcm .�► ---- _ SEE DECISION ECISION #------_----------- - ------ - - - _ _ ___ ___ _____ _ ____ DATED I I jc1 - - - -- -- -------------- --- --- -- ------ ------------ - - ------ --- ----- ---- ---- -- FINISH FLOOR ?9�p0 ELEV.47'-7" / -- --- -- --------------"-- - - ------ - - -"- -- F,6 INISH FLOOR ___ ..__..---- ------..----- ... . ._._.._..._.__. -.----...-----------------__-----------.-- -__----..__._.-------.--- --.__._..__.___-------------_..---_----..___..__-_-.__-----------_- ELEV. 45'-7" ------------ --------------------------------------- " -- - ----------------------------------------------------------- --------------------------------------------- PROJECT NO. 1902 ----- ----- -------- ---------------------------------------- ------------------------------------------------- -------- ------ 6485 NASSAU POINT ROAD ------------ ® --- ------- ---------- - -- ------ - ------_---- _---` _------------ ADDITION BEYOND CUTC HOG U Y 11935 E, N --- ----------- -------- ------------ ----------- ----------------------------------------- ---- ----------------- ----------------------------------- ---- 103 --- ---------------------- 101 - ---- ---- ---- ----------- 131 ----- ------------- OUTDOOR---------- _ _---...............-___.._..___.._........_.._.._... .._. _...__.._._._.__._--- .......__..._....._._. ____.._.._....__..__._._-._______.____-___.____ _ i -- ----.---------------- SHOWER DRAWING TITLE: - - - -- --------------- ----- --- ----------------------"----------------- - --------------------- --- --- -- ------------------------_-. ----_-_--_-_-- - - - - ------ - - --- ---- ---- --- Exterior Elevations — ----------_------ ------- ----- ........... .- - ---------- ---_ _-----_ ---- --------- --------------------- FINISH FLOOR --------------------------------------------------------- ELEV. 37'-0" -- -" ----- - -- -- -------" ---- ---- -- ----- ._.-.-- --- - ---- --- ----- ----- - -- - - ----- -- ----- _ -_ - -- i DATE: 07/10/20 DWG NO.: EXTERIOR ELEVATION - NORTH SCALE: CL 1'-0" N DRAWN BY: NCL A_402 2 SCALE: 1/4"= 1'-0" Fuentes, Kim From: Robert Herrmann <rherrmann@enconsultants.com> Sent: Wednesday, November 11, 2020 9.29-P--M To: Fuentes, Kim _ Cc: Sakarellos, Elizabeth RECEIVE© Subject: Weiland ,.peals Hi Kim, We have a more recent version of the Weiland site plan than the one the Board reviewed at the hearing, which is last dated October 14, 2020, and was revised in response to a Health Dept. request that the plan indicate the proposed leaching pools have only one rather than 2 covers/openings. This is the only difference between the October 14th site plan and the one currently before the Board, which is last dated September 1, 2020. I'm thus writing to ask whether you'd like me to submit this more recent plan so that it can be referenced in the Board's determination or if this variation would be considered immaterial. Please let me know, and if you do wish me to submit prints, please let me know how many. Many thanks, Rob Robert E.Herrmann,MEM Coastal Management Specialist En-Consultants 1319 North Sea Road Southampton,NY 11968 Phone: 631-283-6360 Fax: 631-283-6136 Email: rherrmann@enconsultants.com www.enconsultants.com ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Town Hall Annex,54375 Route 25 Z®Ii1ING]BOARD OF APPEALS `"Ak➢f:r _ P.O.Box 1179 ` Southold,New York 11971-0959 {r' Fax(631)765-9064 Tele �•� RECwIVED ZBA FILE: 47434 -' PERTY: latae Weiland NAME OF OWNER OF SUBJECT PRO PROPERTY LOCATION: 6485 Nassau Point Road,2 tcchogue,New Yor DEC DATE OF ZBA DETERMINATION: November I9, Zoning Board Ot A°peals SCTM No. 1004-i l i-13-11 PROPERTY OWNER'S STATEMENT Ilwe,the undersigned,am/are the owner(s)of the property cited above and acknowledge that I/we, t, have received and read ZBA determination number: #7434 Dated:November 19, zoz1; 2. understand the limits of the variance relief granted therein; on,as defined by on 3, agree to immediately contact the Building pirn tm or any construction undertaken n any 280-4 of the Town Code,occurs during con other way exceeds the scope of the approvals granted herein'or the issued building Permits; 4. know that the Zoning Board of Appeals retains jurisdiction until the issuance of the or Certificate of Occupancy and h� or condition thereof or to impose theafter a public hearing,to reon one or more revoke such approvals or any new conditions,pursuant to Article X%V,Section 280-�4&of the Town Code; S. must submit a signed and notarized copy of this statement must be s h the to� Office of the Zoning Board of Appeals and the'Building Department prior to my applying for a building permit; 6. that the Building Department will not issue a building permit without receipt of this signed statement. Print Name of owner(s) P A Dated: Signature of Owner � " Dated: -----—' Sworn to before me this day Sworn to before me this �5{ _day 20o6w of 20 �'Y Notary Public No Pu ;!u!.,!u:I!!!Iw.r•t!ul;!nl:!Inuusum,nnuuu;women, .!I=_ Atv7AtiDA L HASSEL ntnt.ary Puhpr. State of Ne",Yc,IR _ 110 J f HA634 D704 `ur!:!!r'I] In rJal'ssau Grurlty trey lornnii,_ -n Oct 24, 2022 -_ ; iLIIIIIIiIIII11PpthlilllG'IPIILII!I!IIIIIIIIIIIIUIIINIII111!illUdIIIH11141�c EN-CONSULTANTS RFCEIVED HAf December 7,2020 DEC 0 ;7® Zoning Southold Southold Town Zoning Board of Appeals d Of ANpeals Town Hall 53095 Main Road ' P.O.Box 1179 Southold,NY 11971 Attn.: Kim Fuentes Re: ZBA File#7434 Jane G.Weiland 6485 Nassau Point Road, Cutchogue SCTM#1000-111-12-11 Dear Ms.Fuentes: In accordance with Condition 2 of the November 19, 2020 ZBA determination for the above referenced property, enclosed is an original signed and notarized Property Owner's Statement. Also as a requirement of that condition, a copy of this letter along with an original signed and notarized statement is being forwarded to the Building Department. I hope this letter and enclosure satisfies that condition. Sincerely, P > Kim Stephens Enc. cc: Town of Southold Building Department Jane G.Wieland 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 f 631.283.6136 www.enconsuitants.com environmental consulting EN-CONSULTANTS November 16, 2020 Leslie Weisman, Chairwoman Office of the Board of Zoning Appeals RECEIVED Town of Southold -� P.O. Box 1-179 -J U L 0 1 1�1? Southold, NY 11971 lZoning Boa" of Appeals Re: Jane Weiland, Case No. 7434 Dear Ms. Weisman: Based on a request from the Suffolk County Department of Health Services, the site plan for the above referenced application was revised to reflect a minor change to the proposed I/A sanitary system design, i.e., the depiction of the proposed leaching pools with one rather than 2 covers/openings. This change, which is the only difference from the site plan currently before the Board, is depicted on the updated site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated October 14, 2020, two (2) copies of which are enclosed herewith. I'm submitting this plan with the hope that it can be referenced in the Board's determination, as we will be submitting the same plan to the Board of Trustees with our application for Town Wetlands Permit. Should you have any questions regarding the modified plan, please let me know. Respe tfully yours, Bober . Hernnann Coastal Management Specialist Enclosures 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 1 f 631.283.6136 www.enconsu[tants.com environmental consulting Suffolk County SWCD4' Cp ] Corey Humphrey,CPESC 423 Griffing Avenue i �/� �lt�l District Manager Suite 110 Riverhead,NY 11901 CI� 'f I �'� =.�� 631 852-3285 www.Suffo[kSWCD.org „+ `. Rob Carpenter qzt'� Chairman co 0MV 10/22/2020 Leslie K. Weisman Chairperson •�� _) Board of Appeals Town of Southold P.O. Box 1179 Southold,New York 11971-0959 Dear Chairman Weisman, Enclosed is the Inventory&Evaluation Report for ZBA#7434 Weiland SCTM# 1000-111-13- 11. If you have any questions,please feel free to reach out. Sincerely, t Kaitlin R. Shahinian Soil District Technician Suffolk County Soil and Water Conservation District (631)-852-3289 Kaitlin.Shahinian@suffolkcountyny.gov Office Hours:Monday through Thursday 7:30 a.m.to 4:00 p.m. Friday 7:30 a.m.through 3:00 p.m. Suffolk County SWCD 01'K CO Corey Humphrey,CPESC 423 Griffing Avenue �( �i1. District Manager Suite 110 V� (631)852-3285 Riverhead, NY 11901 C7 ' www.SuffolkSWCD.org - Rob Carpenter Chairman Un s ° �j CONSE�v 10/22/2020 Leslie K. Weisman Chairperson ) Board of Appeals Town of Southold P.O.Box 1179 Southold,New York 11971-0959 Re:ZBA#7434 Weiland SCTM# 1000-111-13-11 Dear Chairman Weisman, Thank you for reaching out to Suffolk County Soil and Water Conservation District for assistance. Evaluation of this property has been conducted. This single-family dwelling is located adjacent to the bluff, facing the Little Peconic Bay, in a residential area. The proposal for this site is to construct additions and alterations to the existing dwelling, and to construct a 6' high fence along an adjacent public foot path. This document contains information on what has been observed in relation to potential bluff erosion issues. A site visit was conducted on 10/20/2020, in response to your request to review and evaluate a proposal for the parcel located at 6485 Nassau Point Road, Cutchogue,NY. The proposal has been previously disapproved for the following reasons: The proposed construction, on this conforming 52,413 sq. ft.parcel (36,702 sq. ft.buildable land) in a Residential R-40 district, is not permitted pursuant to Article XXII Section 280-116A (1),which states: "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff."The site plan shows the proposed construction at a minimum distance of 36 feet from top of bluff. In addition,the construction is not permitted pursuant to the Bulk Schedule which requires a minimum side yard setback of 15 feet. The site plan shows the side yard setback at 10.7 feet. Office Hours:Monday through Thursday 7:30 a.m.to 4:00 p.m. Friday 7:30 a.m.through 3:00 p.m. Lastly,the proposed fence is not permitted pursuant to Article XXII Section 280-105 (A),which states: "When located in the front yard of residential zones,fences shall not exceed four feet in height." The proposed 6' high fence is located in front yard. Observations and Current Conditions: It was observed at the time of visiting the site that the property is well-vegetated in turf grass and other ornamental plantings. No major issues from stormwater runoff were detected, despite several of the dwelling gutters downspouts being discharged at the surface, in the garden beds. The elevation slope of the property appears to flow from the north east corner,towards the foot path located adjacently south/southwest to the property. No irrigation heads seem to be present near the bluff and there does not appear to be any significant erosion of the top of the bluff. There is a fence along the whole backend of the property, on the top of the bluff. The top and face of the bluff is well-vegetated in a mix of native and invasive grasses, forbs,vines,and shrubs/trees. There is bare soil and signs of erosion underneath the staircase on the face of the bluff. The staircase is in stable condition,and the two bulkheads at the toe of the bluff also appear to be in stable condition. On the face of the bluff,a few wooden posts were observed. There does not appear to be any severe signs of bluff erosion,presently. The foot path adjacent to the property also appears to be well vegetated in turf grass and other plants. I have attached photos below to illustrate the above observational comments. x i Gutter downspout on Facing S/SW. Standing on NW corner of what appears to be the highest dwelling.Minimal point on the property. evidence of Topography flows towards stormwater runoff S/SW. can be seen 2 Facing W;South side Facing S/SE;South side of stairs.Showing of stairs.Showing face face of bluff view of bluff and fence on from toe of bluff. top of bluff. r y Facing N/NE;North Facing W;North side side of stairs. „ of stairs.Showing Showing face of view of face of bluff from toe of bluff. Facing W; view of stairs 0 k` Evidence of bare soil !' and bluff erosion 5, shown underneath stairs. 3 Facing NW;view of Facing SW;view two bulkheads on of two bulkheads northside of stairs. on southside of stairs. - 1 ti a� � Facing W;view of south Presence of wood {� portion of property ^k posts on face of bluff along foot path;markers on southside of stairs. =�," * for fence shown. /fes i t° Comments: The expansion of the existing single-family dwelling may influence an increased volume of stormwater runoff,therefore,proper procedures are followed to capture this higher volume of water(indicated on page SP1 of the Proposed Site Plan.) The north-side of the dwelling was measured as 10 feet from the property line,but does not seem to show any existing issues. As mentioned before,minimal existing issues were observed at the time of inspection. During construction, it is important to follow New York State Standards and Specifications for Erosion and Sediment Control to minimize disturbance to the site and bluff. Avoid putting any irrigation lines or pipes to discharge gray water near/on the top of the bluff. Any intentional discharge of water over the bluff is not recommended and can speed up the erosion process for the bluff. While the bluff appears to be sufficiently covered in vegetation,there was also some presence of invasive plants and mostly grasses on the south-side of the staircase. Any invasive plants should be managed, and a monoculture of native species should be avoided. Any dead debris, such as tree branches or limbs, should be trimmed and removed to protect the bluff face. Native plant biodiversity ensures the long-term sustainability of the bluff incase a plant species is affected by pathogens or the environment. There is a wooden deck present at the toe of the bluff, in between the two bulkheads,which seems to be in stable condition. There are no currently existing issues 4 in the area where the proposed 6' fence may go. The area is very well vegetated and there seems to be no signs of runoff towards the bluff. Attached below are a few of the issues that had not been shown prior. r Facing N/NE;view of Facing E;view of proposed extensions dwelling proximity to (shown by markers) property line on north and slope of property. yy �` side. Facing NW;view of wood deck at toe of bluff. of Facing W;view n proposed extensions' r' = ;g shown by markers � m.a s and slope of property. Thank you for contacting Suffolk County Soil and Water Conservation District to review this proposal from the Town of Southold's Zoning Board of Appeals. If you have any questions regarding our site visit and/or the information that has been provided,please contact our office. My direct office line is (631)-852-3289; or you can email me at: Kaitlin.Shahiniangsuffolkcoun, y.jzov Best Regards, Jf. � LJL- Kaitlin R. Shahinian Soil District Technician Suffolk County Soil and Water Conservation District 5 p'r`y 6N6 OFFICE LOCATION: ®��®F S®U�if®l MAILING ADDRESS: Town Hall Annex Q P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) 1011311,o Southold, NY 11971 ® • Telephone: 631 765-1938 Comm EIVED OCT ll 3, 2 0 2)0 LOCAL WATERFRONT REVITALIZATION PROG TOWN OF SOUTHOLD )Zoning Board Of Apped1S I MEMORANDUM To: Leslie Weisman, Chair Members of the Zoning Board of Appeals From: Mark Terry, AICP Assistant Town Planning Director LWRP Coordinator Date October 13, 2020 Re: LWRP Coastal Consistency Review for ZBA File Ref JANE G. WEILAND #7434 S CTM#. 1000-111-13-11 JANE G. WEILAND #7434 -Request for Variances from Article IV, Section 280-18; Article XXII, Section 280-105A and 280-116A(1); and the Building Inspector's August 10, 2020,Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling and construct a six (6) feet high fence; at 1) located less than the code required minimum side yard setback of 15 feet; 2) located less than the code required minimum 100 feet from the top of the bluff; 3) fence is more than the code permitted maximum four(4) feet in height when located in the front yard; located at: 6485 Nassau Point Road, (Adj. to Little Peconic Bay) Cutchogue,NY. } SCTM No. 1000-111-13-11. The proposed action has been reviewed to Chapter 268, Waterfront Consistency 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 CONSISTENT with the LWRP. This recommendation is based on the following: 1. The proposed additions are located further landward than the existing structure. 2. The proposed additions are not located within the FEMA Flood Zone. 3. The parcel is not located within the CERA. 4. Mitigative actions to further LWRP polices 4, 5 and 6 are proposed. Pursuant to Chapter 268,the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: William Duffy, Town Attorney I r10 COUNTY OF SUFFOLK op SEP 2 2020 f OFFICE OF THE COUNTY EXECUTIVE Steven Bellone SUFFOLK COUNTY EXECUTIVE Natalie Wright Department of Commissioner Economic Development and Planning September 18, 2020 Town of Southold Zoning Board of Appeals 53095 Main Road P.O. Box 1179 Southold,NY 11971-0959 Attn:, Leslie Weisman Dear Ms.Weisman: Pursuant to,the requirements of Sections A14-14 thru A,14-25-of the Suffolk County Administrative Code, the.fbIloW.ind application submitted tothd Suffolk County,Planning Commission is to be a 'Matter for-local determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination should not be.construed as either an,approvO or disapproval'. Applicant, Municipal File Number Mattuccl;Pobe'r't&-Barbara #7431 Weiland, Jane G. #7434 Very truly yours, Sarah Lansdale Director of Planning By Christine DeSalvo Theodore R.Klein,Principal Planner TRK/ed Division of Planning&Environment H.LEE DENNISON BLDG n 100 VETERANS MEMORIAL HWY,11th F1 P.O.BOX 6100 n HAUPPAUGEI-NY44788-0099 m(631)8535191 FORM NO. 3 _____- —== TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. i NOTICE OF DISAPPROVAL 7tZ, ni, DATE:August 10, 2020 TO: Barbara Schnitzler(Weiland) PO Box 229 - New Suffolk, NY 11956 Please take notice that your application dated June 15, 2020: For permit to: construct additions and alterations to existing single-fano dwelling and construct a 6' high fence at: Location of property: 6485 Nassau Point Road, CutchoQue NY County Tax Map No. 1000-Section 111 Block 13 Lot 11 Is returned herewith and disapproved on the following grounds: The proposed constriction,-on this conforming 52,413 sq. ft.parcel (36.702 sq. ft. buildable land) in the Residential R40 district, is not permitted pursuant to Article XXII Section-280-J 16AG), which states; "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff." The site plan shows the proposed construction at a minimum distance of 36 feet from top of bluf In addition. the construction is not permitted pursuant to the Bulk Schedule which requires a minimum side yard setback of 15 feet. The site plan shows the side yard setback at 1 Rjeet. Lastly, the proposed fence is not permitted pursuant to Article XXII Section 280-105 (A), which states;"When located in the front yard of residential zones, fences shall not exceed four feet in height," Ile oroposed 6'high fence is located in the front yard. U Autho ' ed tore Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. i Fee:$ Filed By: Assignment No. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS'ECEIVED AREA VARIANCE House No.6485 Street Nassau Point Road Hamlet Cutchogue SEP­740321 6 2 SCTM 1000 Section 111 Block 13 Lot(s) 11 Lot Size 52,413 sf I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 8/10/20 BASED ON SURVEY/SITE PLAN DATED 7/28/20 Owner(s):Jane G. Weiland Mailing Address: 45l.itchfield Road, Port Washington, NY 11050 Telephone:917-379-5674 Fax: Email: janegwedand@yahoo.com NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent,architect, builder,contract vendee,etc.and name of person who agent represents: Name of Representative: En-Consultants for(X) Owner( )Other: Address: 1319 North Sea Road, Southampton, NY 11968;Attn.: Robert E. Herrmann Telephone:631-283-6360 Fax:631-283-6136 Email:rherrmann@enconsultants.com Please check to specify who you wish correspondence to be tailed to,from the above nates: ( )Applicant/Owner(s), ()o Authorized Representative, ( ) Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 7/28/20 and DENIED AN APPLICATION DATED 7/15/20 FOR: ()o Building Permit O Certificate of Occupancy O Pre-Certificate of Occupancy ( ) Change of Use ( )Permit for As-Built Construction ( ) Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.ley not quote the code.) 280 18 Article: xxii Section: 280 Subsection: 116(A)(1) &105(A) Type of Appeal. An Appeal is made for: (X)A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Reversal or Other A prior appeal(X) has, ( ) has not been made at any time with respect to this property,UNDER Appeal No(s). 6472 Year(s). 2011 . (Please be sure to research before completing this question or call our office fo-assistance) Name of Owner. ZBA File# REASONS FOR APPEAL (Please be specific, additional sheets may be used with preparer's I signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detrimenfto'h brae brae y� properties if granted,because: SEP 16 20211 i See attached addendum. 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance,because: See attached addendum. 3.The amount of relief requested is not substantial because: See attached addendum. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: See attached addendum. 5.Has the alleged difficulty been self-created? { } Yes,or { }No Why. See attached addendum Are there any Covenants or Restrictions concerning this land? W No { } Yes(please furnish a copy) This is the MINIMUM that is necessary and adequate,and at the s e time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. Signatur of 5Wlicant or Authorized Agent (Agent must submit written Authorization from Owner) Robert E. Herrmann Sworn to before me this 4th day Coastal Managment Specialist of September ,20 20 ary NU, KIM H . STEPH€NS NOTARY PUBLIC STATE OF NEW YORK COMMISSION N0 , 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 1 , 2091 � I REASONS FOR APPEAL ADDENDUM FOR2-,Jpe�ls �E(-:-ET VEE JANE G.WEILAND 6485 NASSAU POINT ROAD �) CUTCHOGUE,NY 16 20 SCTM#1000-111-13-11 rc: OF A1. Relief is requested from §280-116(A)(1) and §280-18 (Bulk Schedule) for additions and alterations to a preexisting, nonconforming, 1.5-story dwelling situated less than 100 feet from the crest of a bluff and less than 15 feet from the northerly side lot line, respectively. Relief is also requested from §280-105(A) for construction of a 6' high fence along the southerly lot line, determined by the Building Department to be a front lot line due to the presence of"East Club Road," an unimproved right-of-way that provides pedestrian access to Little Peconic Bay by way of a footpath. Granting of the requested relief needed to construct additions and alterations less than 100 feet from the top of bluff will not have an undesirable impact on the character of the neighborhood, as the existing and expanded dwelling's position relative to the bluff is consistent with those located throughout the developed shoreline community of Nassau Point Road, particularly in close proximity to the applicant. Specifically, most properties situated along the east side of Nassau Point Road are improved with dwellings and/or accessory structures located substantially less than 100 feet from the bluff, including the eight consecutive properties to the south of the applicant's, for example, all of which appear to have bluff setbacks of roughly 35 feet or less. The preexisting nonconforming neighborhood character is the result of 1) the surrounding shoreline community having been developed long prior to the code changes in 2004, which first introduced a 100' bluff setback under Town Wetlands Code (Chapter 275), and in 2015 and 2017, which extended the 100' bluff setback set forth in Town Zoning Code (Chapter 280) to bay bluffs; and 2) zoning variances and/or wetland permits granted for nonconforming dwelling reconstruction and/or expansion subsequent to those code changes. As examples, the subject dwelling, which was originally constructed prior to 1957, is located 33 feet from the bluff; the preexisting dwelling located four properties to the north is located approximately 23 feet from the bluff; although a record of an associated variance determination could not be found, the dwelling and swimming pool on the adjacent northerly property were constructed with a 50-foot bluff setback in 2017 pursuant to a Town wetlands permit; variance relief was granted in May 2016 at 7125 Nassau Point Road (1000-111-15-11), located six properties to the south, for a deck addition situated 20 feet from the bluff (Case No. 6929); and variance relief was granted in December 2016 at 7324 Nassau Point Road (1000-118-4-1), located eight properties to the south, for the construction of a replacement dwelling situated 34 feet from the top of bluff(Case No. 7003). Therefore, with respect to §280-116(A)(1), the expanded dwelling and associated bluff setbacks would remain consistent with the character of the properties in the neighborhood; with neighboring variance determinations; and with the existing subject site condition, as the proposed expansion will remain in line with and not encroach further upon the existing bluff etback (see additional details in item#3 below). Robeifttjb. Herrmann Sworn to before me this 4th day of eptember 2020. 7 ' j kt Notar Public NOTARY PUBLIC 11Page STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 . 20, .J With respect to the relief required from §280-18 (Bulk Schedule) to construct the proposed second- story dormer addition less than 15 feet from the northerly side lot line, two-story dwellings are typical of and common throughout the neighborhood. And in addition to the fact that the majority of the surrounding properties were constructed prior to modern code requirements, several dwellings located in close proximity to the applicant's have been reconstructed and/or expanded pursuant to variance relief for minimum side setbacks less than 15 feet. For example, variance relief was granted in September 2018 for additions and alterations with a side yard setback of 9.8 feet at 7525 Nassau Point Road (1000-118-4-3), located ten properties to the south; and in January 2007, variance relief was granted for the construction of a replacement dwelling situated 10 feet from a side lot line at 7425 Nassau Point Road (1000-118-4-2), located nine properties to the south. Therefore, the relief requested for a side yard setback of 10.7 feet is consistent with those variance determinations. And there should be no adverse impact on the only directly affected property to the north because the dwelling's existing partial upper story is already located 9.5 feet from the northerly lot line, so the northerly limit of the proposed dormer addition would be set 1.2 feet farther from the lot line and will not increase the overall height of the dwelling. Relief is required from §280-105(A) for the construction of a 6' high fence along the southerly lot line due to the Building Department's designation of"East Club Road" as a front yard. But similar to 28 other pedestrian-only right-of-ways created by the founders of Nassau Point for the purpose of providing community access to the bay, East Club Road provides no vehicular access to the subject property or for neighborhood thoroughfare. Rather, the in-fact front yard for almost every property situated along the east side of Nassau Point Road, including the applicant's, is Nassau Point Road. Therefore, while it is worth noting that variance relief was granted for a 10' high fence in the front yard adjacent to Nassau Point Road at 3485 Nassau Point Road in 1979 (Case No. 2649), more relevant is the Board of Appeals' July 2018 characterization of a similar right-of-way located less than a mile to the north as part of their decision to grant front yard setback relief for a new dwelling located 30 feet from the right-of-way (Case No. 7171). In that decision, the Board explicitly recognized that "the requested front yard variance is not from the Nassau Point Road frontage, but rather from a foot path on the south side of the applicant's property line that provides beach access but also creates a second front yard." Indeed, the right-of-way appears in every way to be a side yard and in fact serves as the architectural side yard for the subject property. And erection of fencing 6 feet high or less along a side lot line is customary and common and would be permitted here without variance relief but for the front yard designation associated with the right-of-way. Regardless, installation of the fence would not hinder, impede, or otherwise adversely affect use of the pedestrian footpath; nor would it adversely impact the owner to the south, who incidentally received front yard setback relief in 2011 to construct additions less than 50,feet from the southerly boundary of the same "road" (Case No. 4961). Therefore, granting of the relief needed for the 6' high fence will not adversely impact the character of the neighborhood. Z. Rober . Herrmann Sworn to before me this 4th day ofSeptember 2020. ' RECEIVEL,, 1 ota Public SEP I( IM H . ST€PH€NS t — - -- -N O-T-A R Y P U B L-I C ---- --------- -- -- ---- --------- --- Zcn=nt,_rra : -- STATE OF NEW YORK - 2,1P ge COMMISSION N0 . 5015931 DUAL MED IN SUFFOLK COUNTY EXPIRES AUGUST 1 , 10_2-_/ 2. The benefit of the proposed additions and alterations sought by the applicant is the renovation and expansion of the existing 1920's seasonal bungalow, where they have begun spending substantially more time in retirement. To that end, they wish to expand the footprint of the south side of the existing dwelling to create a first story master suite with closet and bathroom; renovate and modernize the kitchen and bath; convert the existing attic to a habitable second floor through a dormer addition over the existing footprint; and add uncovered patio and deck areas to the waterside of the house for customary outdoor recreation and entertaining. Due to the existing location of the dwelling, these benefits could not be achieved without area variance due to the legally preexisting nonconforming location and configuration of the existing dwelling. Specifically,because the existing dwelling is located entirely within the 100-foot bluff setback, no footprint expansion could be achieved without relief from §280-116(A)(1). And because the north side of the dwelling is located 9.5 feet from the northerly lot line, the proposed dormer could not be constructed over the northerly end of the house without relief from §280-18 unless it were situated an additional 4.3 feet (15 rather than 10.7 feet) from the lot line, and such reduction in the length of the dormer would force the elimination of a proposed bedroom and result in an architecturally asymmetrical addition. The benefits of the proposed 6' high fence sought by the applicant are to demarcate the southerly property boundary and establish privacy adjacent to a pedestrian footpath used by the surrounding community to access Little Peconic Bay, which currently provides a completely open and unobstructed view of the applicant's rear and side yards. Typically erection of a 6' high fence along a side lot line would be permissible without variance relief, but here the Building Department has determined the southerly lot line to be a front lot line due to the presence of"East Club Road," the adjacent unimproved right-of-way upon which the pedestrian footpath exists. As a result of this yard designation, it is not possible to install the proposed fence without relief from §280-105(A). 3. The requested 64 feet or 64 percent bluff setback relief is mathematically substantial but is not substantial in fact given the consistency of the proposed bluff setbacks both with those present throughout the surrounding community and with those of the existing dwelling, which was constructed prior to 1957 and thus long before the required bluff setbacks were enacted more than 60 years later. Specifically, the proposed additions will be situated in line with and/or farther from the bluff than the seaward limit of the existing dwelling, which is located 33 feet from the bluff, with a minimum setback of 36 feet proposed between the unroofed raised patio and top of bluff. The proposed habitable addition closest to the bluff would be constructed beneath an existing roofed over porch, 44 feet from the bluff, the proposed waterside deck would be constructed no less than 45 feet from the bluff; and the proposed,one and two-story footprint expansion will be located at least 50 feet from the top of bluff. The 4.3 feet or nearly 29 percent side yard setback relief requested to construct the proposed second- story dormer addition 10.7 rather than 15 feet from the northerly lot line is mathematically substantial but not substantial in fact given the consistency of the proposed setback with other surrounding Robert E. ernnann Sworn to before me this 4th day of September 2020. _ __--- F;Gi CIVFD F , Notary Public K H , STEPHENS _ __ _ _ SEP 12020 - - - -^ `NOTAR'Y--PUBLIC 1 3 Pa g e STATE OF NEW YORKZonir} Dura Of COMMISSION NO . 5015931 -- ---� QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 20�I dwellings and the facts that the existing 1.5-story dwelling is already located 9.5 feet and thus closer to the side lot line than the proposed dormer addition; and the dormer will not increase the overall height of the existing dwelling. The relief requested to construct a 6' high fence along the southerly lot line, adjacent to the pedestrian footpath running through "East Club Road," is insubstantial because aside from the Building Department's designation of the unimproved right-of-way as a front yard, the southerly lot line bears all the characteristics of a side yard and none of a front yard. In fact, it is the applicant's contention that because the right-of-way does not provide access to the subject property nor provide vehicular access for any purpose, it should not be treated as a second front yard for zoning purposes. Consistent with that contention is the Board's characterization of a similar right-of-way that created a second front yard in their Case No. 7171 determination (referenced above), wherein the Board acknowledged that the setback relief for the dwelling construction was requested not from a "heavily trafficked road" but from a "lightly trafficked foot path providing access to the beach." In this case, relief is required from the right-of-way only for the construction of the 6' high fence, which would provide the applicant with reasonable privacy for the rear yard and architectural side yard without hindering, impeding, or otherwise impacting use of the pedestrian footpath any differently than would a 4' high fence, which could be installed in the same location without variance relief. 4. The proposed project design and incorporated mitigation measures described below are intended to minimize or eliminate any potential adverse impacts on the physical and environmental conditions of the subject property and surrounding environment through their beneficial impacts on treatment of septic waste; stormwater runoff control and recharge; and the environmental quality of groundwater, adjacent surface waters, and the adjacent bluff, shoreline, and wetland ecosystem. a. The existing dwelling is located 33 feet from the top of bluff, and all proposed additions and alterations have been carefully designed to remain in line with and/or farther landward so as not to create any additional encroachment on the bluff. The primary one and two-story addition at the south end of the existing dwelling, for example, will be set back 17 feet farther, at least 50 feet from the top of bluff. b. The nonconforming septic system consisting of a single cesspool will be removed and replaced with a low-nitrogen, UA sanitary system located more than 100 feet from the bluff. Unlike conventional systems that are not designed or equipped to treat nutrients such as nitrogen, I/A systems are designed to significantly reduce nitrogen loading into the groundwater and ultimately surface waters. c. A stormwater drainage system consisting of roof gutters, leaders and drywells has been designed to capture and recharge roof runoff from both the existing and expanded dwelling and other developed surfaces, including the driveway, w ioh will also be comprised of a pervious gravel surface. RobertHerrmann Sworn to before me this 4th day of September 2020. RCr"LIVs SEP 16 20 0 Notary blic -.9 G Board OF App,,,:i; 4 P a g e NOTARY PUBLIC - STATE OF NEW YORK COMMISSION N0 . 5015931 OUAI. IF ► c0 IN SUFFOLK COUNTY bee frLO� /t 1gt 7 T 2 . 202J d. A 10' wide, approximately 1,407 sf non-turf buffer will be established adjacent to the top of bluff, which is to be planted with native vegetation. e. A project limiting fence will be installed to contain site disturbance and potential surface runoff during construction 5. The difficulty in meeting the required bluff setback is not self-created because the existing dwelling was constructed prior to 1957, as recognized by Pre-C/O No. Z-18379; and the property was purchased by the applicant in 2000, 15 years prior to enactment of the current bluff setback requirements. The difficulty in meeting the required side yard setback is self-created because the current Bulk Schedule was in effect at the time the property was purchased by the applicant, who is presumed to have had actual or constructive knowledge of the limitation created by the required side yard setback. The difficulty in meeting the required fence height limitation is not self-created because while it may be presumed that the applicant had actual or constructive knowledge of the code at the time of purchase, it could not have been reasonably anticipated that a pedestrian footpath leading to the top of the bluff would be considered a road or front yard, thus necessitating variance relief for erection of a customary 6' high fence, especially when the Nassau Point Property Owners Association website (nppoa.com/rights-of-way) describes the 29 Nassau Point community rights-of- way not as roads but as "means of accessing the waterfront for property owners who don't have waterfront property." RobIr-t-Mierrmann Sworn to before me this 4t' day of September 2020. Notary ublic i SEP 16 20 ,r KIM NOTARYSPUBNS IC .Z�mn c;rr STATE OF NEW YORK COMMISSION N0 , 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 20al - --- - ----- ------ ---- 5 i-P-age- FR 43� APPLICANT'S PROJECT DESCRIPTION SEP 16 2020 lZoning Board f-), t, APPLICANT: Jane G. Weiland DATE PREPARED=September-4,_2020 ee'I IS 1.For Demolition of Existing Building Areas Please describe areas being removed: Existing 6'x 10' portion of dwelling (south side) and existing cellar entrance. II.New Construction Areas (New Dwelling or New Additions/Extensions): Dimensions of first floor extension: 37.3'x 45' Dimensions of new second floor: 8.9'x 23.3' (2-story addition)+ 11.6' x 35.8' (2nd story dormer) Dimensions of floor above second level: N/A Height(from finished ground to top of ridge): See sttached Elevation Drawings A-401 &A-402 Is basement or lowest floor area being constructed?If yes,please provide height(above ground) measured from natural existing grade to first floor Yes. See attached Elevation Drawings A-401 &A-402 III.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary). Please describe building areas: Number ofFloors.and General Characteristics BEFORE Alterations:One and one-half story dwelling with modestly sized rooms- outdated kitchen and baths partial basement with crawl space; unfinished attic• and patios, totaling 2,24 sf lot coverage. Number of Floors and Changes WITH Alterations:One and two-story dwelling with master suite, renovated kitchen and bath; new partial basement; attic converted to habitable space by dormer; and new deck and expanded patio: IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: 2,440 sf Building Area Proposed increase of building coverage: 1.622 (total 4,062 so Square footage of your lot: 52,413 sf total; 36,702 sf buildable land Percentage of coverage of your lot by building area: 11.07% V.Purpose of New Construction: Expansion and renovation of a 1920s summer bungalow to accomodate more frequent and intense use by the long-time property owners. VI.Please describe the land contours (flat,slope %,heavily wooded,marsh area,etc.) on your land and how it relates to the difficulty in meeting the code requirement fs) : The property is encumbered on its east side, adjacent to Littre Peconic ay, by a steep, bulkheaded slope th2-t Meet$-;the- d-e-flAitiGA cif-2 bluff as defiAed by Chapter 275 of the ln%Ain Code (WetlaAds), f4:QrA%A.XhiGh 100-foot setback has been required by Section 280-116(A)(1)only since 2015. Therefore, given the 33' setback rom the top ot bluffo the preexisting noncon orming awelling, it is not possiole to expand e Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. 4/2012 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION t SEP 16 2020 A. Is the subject premises listed on the real estate market for sale? � Yes X No B. Are there any proposals to change or alter land contours? No X Yes please explain on attached sheet. see attached C. 1.) Are there areas that contain sand or wetland grasses? Yes 2.) Are those areas shown on the survey submitted with this application?Yes 3.) Is the property bulk headed between the wetlands area and the upland building area? Yes 4.) If your property contains wetlands or pond areas, have you contacted the Office of the Town trustees for its determination of jurisdiction?No Please confirm status of your inquiry or application with the Trusteesmetlands application to be filed and if issued, please attach copies of permit with conditions and approved survey. subsequent to processing of ZBA application. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? No E. Are there any patios, concrete barriers, bulkheads or fences that exist that are not shown on the survey that you are submitting?No Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises? No If yes, please submit a copy of your building permit and survey as approved by the Building Department and please describe: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking, please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel?No If yes,please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel Existing 1-1/2 story single-family dwelling and the proposed use same, with additions and alterations, including 2nd-story, 2-story and 1-story additions . (ex: existing single family, proposed: same with garage,pool or other) September 4 2020 Authoriz ignature and Date Robert E. Herrmann i QUESTIONNAIRE ADDENDUM FOR F '. IVF-D JANE G.WEILAND t74 3V �/ 6485 NASSAU POINT ROAD SEP 1 2020 CUTCHOGUE,NY SCTM#1000-111-13-11 /Zoning ----,...__ Regrading is proposed on the landward side of the house and minimally on the south side of the house in connection with installation of the proposed sanitary system. - I i r FORM NO. 4 ---� TOWN OF SOUTHOLD BUILDING DEPARTMENTJ q Office of the Building Inspectorff SEP 16 2020 Town Hall j Southold, N.Y. �c'nrn+ POarl oF,,�ppM1'j �- - -- PRE EXISTING CERTIFICATL OF OCCUPANCY No Z-18379 Date SEPTEMBER 19, 1989 THIS CERTIFIES that the building ONE FAMILY DWELLING , Location of Property 6485 NASSAU POINT ROADCUTCHOGUE, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section ill Block 13 Lot 11 Subdivision Filed Map No. Lot No. conforms substantially to the requirements for a private one family dwelling built prior to: APRIL 9, 1957 pursuant to which CERTIFICATE OF OCC. #Z-18379 dated SEPTEMBER 19, 1989 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH ACCESSORY WOOD FRAME ONE CAR GARAGE* The certificate is issued to VIVIAN BEHRMAN (owner) of the aforesaid building. SUFFOLK' COUNTY DEPARTMENT OF HEALTH APPROVAL NO RECORD PRE EXISTING UNDERWRITERS CERTIFICATE NO. NO RECORD PRE EXISTING PLUMBERS, CERTIFICATION DATED NO RECORD PRE EXISTING *PLEASE SEE ATTACHED INSPECTION REPORT. Building Inspector I Rev. 1/81 FORM NO. 4 ; TOWN OF SOUTHOLD RFS"f V,:- BUILDING DEPARTMENT -743V Office of the Building Inspector SEP 16 2020 Town Hall f Southold N.Y. ! 3+ .ic,nmr CERTIFICATE OF OCCUPANCY No: Z-26274 Date: 02/09/98 THIS CERTIFIES that the building ALTERATION Location of Property: 6485 NASSAU POINT RD CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 111 Block 13 Lot 11 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 26, 1998 pursuant to which Building Permit No. 25238-Z dated OCTOBER 16, 1998 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is CONVERT EXISTING SEASONAL DWELLING TO A YEAR ROUND ONE FAMILY DWELLING BY INSTALLING INSULATION, NEW WINDOWS & HEATING SYSTEM AS APPLIED FOR. The certificate is issued to MICHAEL S CATAPANO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. H062947 01/27/99 PLUMBERS CERTIFICATION DATED N/A Building I pector i Rev. 1/81 ! ? BOARD MEMBERS DF so v Southold Town Hall Leslie Kanes Weisman, Chairperson �� riy� 53095 Main Road -P.O. Box 1179 h® �� Southold,NY 11971-0959 James Dinizio, Jr. Office Location: Gerard P Goehringerv, Town Annex/First Floor,Capital One Bank George Horning G iQ 54375 Main Road(at Youngs Avenue) Ken Schneider` I�COU Southold, NY 11971 http://southoldtown.northfork.net 1 SEP 1 20{20 ZONING BOARD OF APPEALS RZCEI VE,D ITOWN OF SOUTHOLD r i ,yin,i 'oard O`A pealsTel. (631)765-1809 -Fax 631 765-9064 �' , ( ) JUL 1342011 FINDINGS,DELIBERATIONS AND DETERMINATION(� Q, ' MEETING OF JULY 7,2011 South05 yrs ZBA FILE: 6472 NAME OF APPLICANT: Jane Weiland SCTM#1000-111-13-11 PROPERTY LOCATION: 6485 Nassau Point Rd. (adj. to Little Peconic Bay), Cutchogue, NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls tinder the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 20, 2011 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: A Letter dated May 27, 2011 confirming inconsistency was submitted to the Board of Appeals under Chapter 268, Waterfront Consistency Review of the Town of Southold Code and Local Waterfront Revitalization Program (LWRP) standards. PROPERTY FACTS/DESCRIPTION- Subject property is improved with a two story dwelling and an accessory garage. It contains 47, 516 sq. ft. with 190.33 feet of frontage on Nassau Point Road, 291.03 feet along East Club Road, 141.28 feet on Little Peconic Bay and 305.00 feet on the north property line as shown on the Project plan and section prepared by Hideaki Ariizumi, Architect dated 5/7/2011. BASIS OF APPLICATION: Request for Variance under Section 280-116, based on the Building Inspector's April 5, 2011,Amended April 12,2011 Notice of Disapproval concerning an application to construct an accessory deck and shed, which proposed construction will be: 1) less than the code required setback of 75 feet from the bulkhead. RELIEF REQUESTED: The applicant proposes to construct a 326 square foot deck with a shed at 0' setback from the existing bulkhead. AMENDED APPLICATION: The applicant amended the application prior to this Boards scheduled Public Hearing. The application amendments reflect and comply with the requirements set forth in the"Board of Southold Town Trustees"permit 47542. The applicant reduced the deck to a maximum size of 199 square feet, removed the proposed shed and added a bench. They increased the bulkhead setback from 0' to 1.6'. ADDITIONAL INFORMATION: The adjoining waterfront property owners have existing deck features at their shared continuous bulkhead which are larger than what the applicant proposes in the "Relief Requested". The majority of the subject parcel is at approximately elevation 32 and slopes steeply down to elevation 7 at the toe-of- M1 �. Page 2—July 7,2011 ZBA Fdetl6472-Weiland CPM 1000-111-13-I1 slope and bulkhead where there is a narrow sandy area between the toe of slope and the bulkhead. This narrow b area,-where the boardwalk/deck with built-in bench is proposed, is approximately 12 feet wide. r `7 FINDINGS OF FACT/REASONS FOR BOARD ACTION: SEP 16 2020 Zonii,r &-,_ The Zoning Board of Appeals held a public hearing on this application on June 2, 2011, at which ime wr_-_at en,_and�i q,�� iS oral evidence were presented. Based upon all testimony, documentation, personal inspection of the propertyand �... surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Granting of the requested variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed boardwalk/deck with bench at the bulkhead is smaller in area and similar in design to what the adjoining waterfront property owners have at the bulkhead. 2. ,Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The width of the area between the toe of slope and the bulkhead is narrow, at only approximately 12 feet in width, and does not permit a conforming bulkhead setback due to this unique feature. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial, requesting a 1.6 foot setback or 98%relaxation of the code required 75 feet setback. However, the requested variance may be considered not substantial when compared to larger decking structures that exist at the bulkhead on the adjoining properties. 4. Town Law &267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The proposed boardwalk/decking with built-in bench area is small and its proposed use is passive and will not affect the environment or have an adverse impact on this,neighborhood. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a 199 square foot boardwalk/deck with built-in bench , while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Weisman (Chairperson), and duly carried,to DENY,the application as applied for and to; GRANT, alternative relief, and as shown on the revised Architectural Drawings entitled: Weiland Boardwalk,' Project Plan and Section, Sheet A.001, dated 5/7/2011. Conditions: 1. The boardwalk/deck with built-in bench shall remain open to the sky. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or Page 3—July 7,2011 ZBA File#6472-Weiland CTM 1000-111-13-11 condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature foir an alteration that does not increase the degree of nonconformity. Vote of the Board- Ayes: Members Weisman(Chairperson), Horning, Goehringer,Dinizio, Schneider._____ This Res ion was duly adopted(S-D). SEP 16 2020 I Leslie Kanes Weisman, Chairperson Approved for filing /2011 Zon;l;,`C_a;r� O'c I� MYIi ICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS SEP 16 2620 TOWN OF SOUTHOLD PCaning Flo ard 0,-F7r,-�a WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit, site plan approval, use variance, area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant: Jane G. Weiland 2. Address of Applicant-46 Litchfield Road, Port Washington, NY 11050 3. Name of Land Owner(if other than Applicant):Same as Applicant 4. Address of Land Owner: 5. Description of Proposed Project: See attached project description. 6. Location of Property: (road and Tax map number) 6485 Nassau Point Road, Cutchogue; SCTM #1000-111-13-11 7. Is the parcel within 500 feet of a farm operation? { } Yes {X} No 8. Is this parcel actively farmed? { } Yes {X} No 9. Name and addresses of any owner(s) of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office (765-1937) or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. 2. 3. 4. 5. 6. (Please use the back of th s age if there are additional property owners) 9 4 / 20 Signature of Applicant rt E. Herrmann Date Note: 1. The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. P,E i4T T I P, PROJECT DESCRIPTION FOR 3 JANE G.WEILAND SEP 16 2020 6485 NASSAU POINT ROAD CUTCHOGUE,NY I Zoning Fo)ard 0 '_,pp2D1s SCTM#1000-111-13-11 1----- --- ---- -- Demolish and remove existing cellar entrance and 60' sf section of existing 1.5-story dwelling; construct additions and alterations to existing 1.5-story dwelling, including 415 sf second-floor dormer addition, 170 sf second-story deck in place of portion of existing roofed-over porch, 60 sf first floor addition beneath existing roofed-over porch, and 1,044 sf one and two-story addition to south end of dwelling with attached 377 sf raised patio and steps, 207 sf deck, retaining wall, and 6' x 9' roofed-over entry porch and steps with grade-level masonry path;maintain existing 5.6' x 6.9' hot tub on roofed-over porch and 4' x 6' outdoor shower on north side of house; install 500-gallon underground propane tank, underground utilities, and A/C unit on grade-level slab; remove existing septic system, install I/A-sanitary system, and re-grade to accommodate new system using on-site excavated soils and approximately 56 cy of clean, "ratable" soil to be trucked in; install stormwater drainage system; install 6'-high fencing along southerly property line; and establish 10' wide, approximately 1,407 sf non-turf buffer adjacent to top of bluff, to be planted with native vegetation, all as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated September 1, 2020. R fir`ETI VE_�_^ I q-3 !� SEP6220 I 1 i Lev._ .___........ �...�.�.,..._...� Board of Zoning Appeals Application AUTHORIZATION (Where the Applicant is not the Owner) 1, Jane G. Cummins,AKA Jane G. Weiland residing at 45 Litchfield Rd. (Print property owner's name) (Mailing Address) Port Washington, NY 11050 do hereby authorize (Agent) En-Consultants to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. CU D2 VVJ t� r� . LO est c �'- (Owner's Signature) Jane G. Cummins, AKA Jane G. Weiland (Print Owner's Name) F RECE11J`D P 7 P 16 2020 � APPLICANT/OWNER L gJard W, Ai)N= .I5 TRANSACTIONAL DISCLOSURE FORM pJ°��n�The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME • Cummins,Jane G.,AKA,Weiland,Jane G. •(Last name,fust name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance X Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling, area or child is check all that apply) P � g�P � ( PP Y) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP �v_ Submitted this o�� day of M0 cb\,20 Signatur U YYl W Pii UL/UL(Jl Print Name Jane G.Cummins,AKA Jane G.Weiland AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME : Herrmann, Robert E. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) RFC_[V'_D Tax grievance Building Permit3 IVariance X Trustee Permit SEP 1 2 Change of Zone Coastal Erosion Approval of Plat Mooring i Other(activity) Planning �onitia E9oar. O. Drc, 1� Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this 4th ay of September ,20 20 Signature �1.m Print Name Robert E. Herrmann T � � 1 617.20 -143 Appendix B Short Environmental Assessment Form SEP 1 20' 0 Instructions for Completing oning Board 01 Appe,ls Part I-Project Information.The applicant or project sponsor is responsible for the completion of Part 1.Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part I- Project and Sponsor Information Name of Action or Project: Weiland Additions and Alterations Project Location(describe,and attach a location map): 6485 Nassau Point Road,Cutchogue,Town of Southold,SCTM#1000-111-13-11,property is located east side of Nassau Point Road,immediately north of southerly terminus of Wunneweta Road,maps provided. Brief Description of Proposed Action- Demolish and remove existing cellar entrance and 60'sf section of existing 1.5-story dwelling,construct additions and alterations to existing 1 5-story dwelling,including 415 sf second-floor dormer addition,170 sf second-story deck in place of portion of existing roofed-over porch,60 sf first floor addition beneath existing roofed-over porch,and 1,044 sf one and two-story addition to south end of dwelling with attached 377 sf raised patio and steps,207 sf deck,retaining wall,and 6'x 9'roofed-over entry porch and steps with grade-level masonry path;maintain existing 5 6'x 6 9' hot tub on roofed-over porch and 4'x 6'outdoor shower on north side of house,install 500-gallon underground propane tank,underground utilities, and A/C unit on grade-level slab,remove existing septic system,install I/A-sanitary system,and re-grade to accommodate new system using on-site excavated soils and approximately 56 cy of clean,"ratable"soil to be tricked in, install stormwater drainage system,install 6'-lugh fencing along southerly property line,and establish 10'wide,approximately 1,407 sf non-turf buffer adjacent to top of bluff,to be planted with native vegetation, all as depicted on the site plan prepared by Jeffrey T Butler,P E,P.C.,last dated September 1,2020 Name of Applicant or Sponsor: Telephone: 917-379-5647 Jane G.Weiland E-Mail: janegweiland@yahoo.com Address: 46 Litchfield Road City/PO: State: Zip Code: Port Washington New York 11050 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule, or regulation9 If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that X may be affected in the municipality and proceed to Part 2 If no, continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency9 NO YES If Yes,list agency(s)name and permit or approval: X Southold Trustees,Southold Building Department, Suffolk County Department of Health Services 3.a.Total acreage of the site of the proposed action? 52,413 sf , b Total acreage to be physically disturbed? 18,028 sf' c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or protect sponsor? 52,413 sf 4. Check all land uses that occur on,adjoining and near the proposed action. ❑ Urban ❑Rural(non-agriculture) ❑ Industrial ❑Commercial ® Residential(suburban) ❑Forest ❑Agriculture ®Aquatic ❑ Other(specify): ❑ Parkland Page 1 of 4 5. Is the proposed action, ` NO YES N/A a. A permitted use under the zoning regulations? SEP 220 X b. Consistent with the adopted comprehensive plan? X 6.Is the proposed action consistent with the predominant charactei�of the'exisfiiig built-or natural NO YES landscape? X 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: Name:Peconic Bay and Environs,Reason:Protect public heatlh,water,vegetation, &scenic beauty,Agency: Suffolk County,Date: 7-12-88 X 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies. X 10.Will the proposed action connect to an existing public/private water supply? NO YES If No, describe method for providing potable water- X 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: A new I/A sanitary system is X proposed. 12. a. Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? X X 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply. ❑ Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ® Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16 Is the project site located in the 100 year flood plain? NO YES X 17. Will the proposed action create storm water discharge,either from point or non-point sources? YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: X 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: X 20. Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes, describe: X I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: E.Herrmann,Coastal Mgmt. Specialist Date: September 4,2020 Signature: Part 2-Impact Assessment.The Lead Agency is responsible for the completion of Part 2.Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" ---� No,or Moderate SEP �20 small to large impact impact j may may C pP' S occur occur 1. Will the proposed action create a material conflict with a'n__adopted-land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a. public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g., wetlands, waterbodies, groundwater,air quality, flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance.The Lead Agency is responsible for the completion of Part 3.For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part I Part 3 should,in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts.Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude.Also consider the potential for short-term, long-term and cumulative impacts. RECEIVED IL+ y I SEP 16 2020 toning E: ,--: 0 / ,,p2 s ❑ Check this box if you have determined, based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 L ate Jidistand6f,- -�,66D,, bo'-- 5,000 Fee -;,�, 'ddo V, 861mi,vertically- _z::,:; 1;00,0,4 t d 406 600-- 780 1 0 0 :1,2bQJai iz 400 Meters • olns'IViJap ,�-'72 7 00', J H 3 28'3W .72 it 72'26'15' 4` The Lenz,® nary W1 0", �`____ --- I iI \ fit.r�, ,fF;�, J1'�' :'�� {�� �<�..`_ -y _��,m � 6t RD 19 OPE Rih 25 Pindar Vineyard ST oS 4� Raphael Vineyards f,icj�momi Creek g L4 r "N. Bedell Cellars D Pugliese s Vineyards PS 2020 EAST CUTCHOGUE zonmgjBO�Plj ,j RA Peconic Bay Winery jS 5q�9 ��\ O I 2 G� O VENV_ I _ it 111111 ID WILSON SAL DWI NECK Little po NaUD Hog covtNeck NA AU POI RIM to '9� RD Qa 0 5uffolk County Haq5trom Map #45 1 2,000' n Marsh Pt RRI �N, 5itc C Access Via 10 5ubject Property) 'S WICKS S OAK S ILL p GEORGE tE /701d Cove FANNING RD2 YC OR ARO 51 17"tit I KOUROS RI) 6 as MI� ST\ i ������� 'rl i - P JACKSON ST u� 221 NEW SUFFOLK' Town of Southold F -3 LWRP CONSISTENCY ASSESSMENT FORM SEP 2GZG i A. INSTRUCTIONS f i om �oeals 1, All applicants for permits* including Town of Southold agencies, shall compl'e'te 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 determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be'evaluated as to its si nim beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 111 - 13 _ 11 PROJECT NAME Jane G.Weiland The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ® Board of Trustees ❑ Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town 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: Demolish and remove existing cellar entrance and 60'sf section of existing 1.5-story dwelling;construct additions and alterations to existing 1.5-story dwelling,including 415 sf second-floor dormer addition, 170 sf second-story deck in place of portion of existing roofed-over porch,60 sf first floor addition beneath existing roofed-over porch,and 1,044 sf one and two-story addition to south end of dwelling with attached 377 sf raised patio and steps,207 sf deck,retaining wall,and 6'x 9'roofed-over entry porch and steps with grade-level masonry path;maintain existing 5.6'x 6.9'hot tub on roofed-over porch and 4'x 6'outdoor shower on north side of house; install 500-gallon underground propane tank,underground utilities,and A/C unit on grade-level slab;remove existing septic system, install UA-sanitary system,and re-grade to accommodate new system using on-site excavated soils and approximately 56 cy of clean, "ratable" soil to be trucked in; install stormwater drainage system; install 6-high fencing along southerly property line;and establish 10' wide,approximately 1,407 sf non-turf buffer adjacent to top of bluff,to be planted with native vegetation,all as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated September 1,2020. Location Of action: 6485 Nassau Point Road,Cutchogue Site acreage: , -7q-3q I SEP 16 2020 J Present land use: Residential,single family dwelling J Zoning 1}I Ci C?FAppe�,Is 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: .lane G.Weiland (b) Mailing address: 46 Litchfield Road Port Washington,NY 11050 (c) Telephone number: Area Code 917-379-5647 (d) Application number, if any: 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? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. 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 Attach additional sheets if necessary 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 I l 1 1 4SEP Attach additional sheets if necessary Is Policy 3. Enhance visual quality and protect scenic resources throughout-the T6vvri of Southold. See LWRP Section III- Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ® Not Applicable 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 The site is protected by a bulkhead and secondary retaining wall at the base of the bluff;the proposed additions will be situated in line with and or set farther back from the waterside edge of the existing dwelling;and a non-turf buffer to be planted with native vegetation will be established in place of existing lawn,all minimizing the risk of potential erosion damage,consistent with Policy 4. 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 See attached addendum. 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 r LWRP CONSISTENCY ASSESSMENT FORM E'�E!Vt_D ADDENDUM FOR r —7 L�-3 JANE G. WEILAND SEP 20206485 NASSAU POINT ROAD CUTCHOGUE,NY SCTM#1000-111-13-11 J 70"IM9 Boar,-, rnr )Pc4,�s� ---- POLICIES 5& 6 Consistent with the goals of Policies 5 and 6 of the Local Waterfront Revitalization Program and Chapter 275, Wetlands, the below plan features will mitigate potential project impacts and result in a net improvement to the physical and environmental conditions of the subject and adjacent lands, including an increase in the protection and improvement of groundwater and surface water quality and the protection and restoration of the adjacent bluff, shoreline, and tidal wetland ecosystem through enhanced treatment of septic waste; increased drainage capacity and decreased runoff potential; reduction of existing lawn area and potentially associated fertilizers, pesticides, and insecticides; and increased coverage by native vegetation that both enhances protection from bluff erosion and serves as a sink and filter for stormwater runoff and the contaminants potentially contained therein. a. The existing dwelling is located 33 feet from the top of bluff, and all proposed additions and alterations have been carefully designed to remain in line with and/or farther landward so as not to create any additional encroachment on the bluff. The primary dwelling expansion, the one and two-story addition at the south end of the existing dwelling, for example, will be set back 17 feet farther and no less than 50 feet from the top of bluff. b. The nonconforming septic system consisting of a single cesspool will be removed and replaced with a low-nitrogen, I/A sanitary system located more than 100 feet from the bluff. Unlike conventional systems that are not designed or equipped to treat nutrients such as nitrogen, I/A systems are designed to significantly reduce nitrogen loading into the groundwater and ultimately surface waters. c. A stormwater drainage system consisting of roof gutters, leaders and drywells has been designed to capture and recharge roof runoff from both the existing and expanded dwelling and other developed surfaces, including the driveway, which will also be comprised of a pervious gravel surface. d. A 10' wide, approximately 1,407 sf non-turf buffer will be established adjacent to the top of bluff, which is to be planted with native vegetation. e. A project limiting fence will be installed to contain site disturbance and potential surface runoff during construction. See attached addendum. t i -70111"1'R Pr 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 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. F1Yes 1:1No ® Not Applicable f 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 Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's waterzuependent uses and promote siting ew water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable 1 � i, ! su 202 1 /r,ninn_ R,OF)rd OF Appaais 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 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 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 PREPARED BY TITLE Coastal Management Specialist'DA l Eseptembera,2020 Robert E. eft nn Amended on 811105 JANE G.WEILAND 6485 NASSAU POINT ROAD CUTCHOGUE 3 P 15 2020 rtK�.^e"N ' • - ti fir,•y'., -.,oMC�iw1.,�:]��ue.�,�.lt'_.+ts:`'fnr7f '��t4i�t'F3�:r�:_1y�r .�'�'s�i=.ew"�r ev:a.uit`-��a;a---x•.x....!��;'�`•rr�st•.:.a�,�•;..w..1l Y.rx _ ....:_..� _ Figure 1. Looking west from top of bluff at east/waterside of existing dwelling and locations of proposed second-story dormer addition(center);existing hot tub(right);proposed first floor addition beneath roofed-over porch (left);and second-story deck in place of existing porch roof(center). t Figure 2. Looking east toward Little Peconic Bay,top of bluff,and location of proposed non-turf buffer adjacent to top of bluff from existing roofed-over porch and location of first floor addition beneath porch. JANE G.WEILAND.6485 NASSAU POINT ROAD,CUTCHOGUE SEP 16 2020 Figure 3. Looking northwest toward northerly end of proposed dormer and well screened northerly side lot line. • M.. � F dor figure 4. Looking northeast from front yard toward northerly side lot line and adjacent dwelling to north. JANE G.WETLAND.6485 NASSAU POINT ROAD,CUTCHOGUE 14 SEP 1 6 2020 'A_ r� F 11� Figure S. Looking west at south end of existing dwelling and lathed locations of seaward corners of proposed one and two-story addition,raised patio(right),and deck(left). Figure 6. Looking north at south end of dwelling and lathed locations of seaward co"Iers of proposed one and two-story addition,deck,and raised patio. • a JANE G. WEILAND.6485 NASSAU POINT ROAD,CUTCHOGUE SEP 1 6 2020 4 1 r Figure 7. Looking west over lathed location of proposed 6'high fence to be installed along southerly property line adjacent to right-of-way, "East Club Road,"and community pedestrian footpath to bay(left). •'� ;.�.. is � ,;� A Figure 8. Looking east over lathed location of proposed 6'high fence to be installed along southerly property line adjacent to right-of-way, "East Club Road,"and community pedestrian footpath to bay(right). -74 3� JANE G.WEILAND.6485 NASSAU POINT ROAD,CUTCHOGUE SEP 16 2020 201 0 C�85 Na au e Point -. .` ••• - Figure 9. Aerial view of subject property and surrounding developed shoreline in.September 2019. Image by Google Earth. a 7N) OWE : SOUTHOLD `PROPERTY OWNER STREET l VILLAGE- DISTRICT SUB, LOT , 1.15 r±:�� - •`�}'~''1-�, P3 �:—�' �`�3 - ��d �`��. {,e' 'Y is :��l � @`. s��.�: � V !L ,'� � �� �^`` � _l'-• `N,/_a���K�J"-, ,r° ' FORMER OWNER N E ACREAGE h ryy,an - 1pfinr✓'S � W T-- TYPE OF BUILDING RES.' SEAS. VL. FARM COMM. I IND. CB. I MISC. I` LAND IMP. TOTAL DATE RE1v1ARl<S/l/vb �/,�1t� (/•l/f ' r`r�; D t�>~ 7�1 Uc a r,u �3,' fr. ' t,%:f ` l7 t �'� � ✓ IS V 21L). l4- f �7� 3 .�o f / d�/x.17 r�r�d1,"/x• .`� ' ' t,�{ F f Z'/ M--IPI-21 y� Q yj �1� �.'.�Cl1 r�}lVdY7 "lr.�f�F•'/ .i-/� 1� Y l`D'ltil t�' S3^/%�P.titl`��..' i'YI 7om / C - \ nroZ, d�� ')0 nnC /© !,1 _Qt� {�,Y,'IIf. ! ' Ef1..rl.E,i�A t/'�' '`•,'.�i Y?1 .�•"/:�r`r07f ftAaci,� 7v 012 Qft s/,;.7 " AGE - ,- BUILDING CONDITION '' n It� • � - t -• •� �• r � - f` e, M NEW NORMAL BELOW ABOVE Farm Acre Value Per Acre Value r_ Tillable 1 Tillable 2 X93 /�w mac. �Y�+ �v�. tcsa���cz. • €` .std ;fes �` Tillable 3 — -- i Woodland ._ Swampland r, m _ Brushla d House Plot Tc;,QJ ,:}:•C):)�- ';` 1y,;~Y F l�`1 - _ .- _ _ _ �-= —l� ��a(fii `�� l,`-`',y-p r- 1 -- �2 NA j 111.43-11 3113 R � h� 3•irtli r 1f + l am I - `;' �'. 'Sr; ",'���-:s��,��;r��1" ;.�,�Y.a�'-'"•>.. r `L- it I � "� M. Bldg - /a, ,F� � r"• Vp� {� Foundation ��p __o ,, rC Bath J ' - - Extension Basement t'- r t �,i�I Floors Vi 11 Extension J ' ��®" 53 '( _ Ext. Walls t'z1�7 tl '� Interior Finish Elle. R Extension f a-- /'f 'z / f Fire Place Heatt rj Q�\ r`-•''-`.._ --�---- `!. r �� �- 2_ 9.- ;? Porch Attic I =} Cn Porch Rooms ]st Floor - j �!,\..�r"�r- .1C._ � 1 .�Sid' !`,.J d h! .--.I �I• , F��l `.—�, I /1P� ` $r-ee7-eway �/ � _— � � - Patio i Rooms 2nd Floor N -tom �`' 7-- Drivewa (' o Garage �� �� � c> ' '/'i� �37 Y I EN-CONSULTANTS raj September 4,2020 Southold Town Zoning Board of Appeals Town Hall 53095 Main Road hoard O� ��aeals P.O.Box 1179 Southold,NY 11971 Attn.: Kim Fuentes Re: Jane G.Weiland 6485 Nassau Point Road, Cutchogue SCTM#1000-111--,2-11 13 Dear Ms.Fuentes: Enclosed for review are ten(10) separate sets of the following for your review: 1. Notice of Disapproval dated August 10, 2020. 2. Office Check List. 3. Zoning Board of Appeals application including; a. Reasons for Appeal(5 additional pages), b. Applicant's Project Description, c. Questionnaire(1 additional page), d. Agricultural Data Statement(1 additional page), e. Short Environmental Assessment Form, f. Owner's Consent, g. Applicant&Agent Transactional Disclosure Forms, and 4. Copies of Pre-CO#Z-18379, CO#Z-26274&ZBA Decision 6472. 5. LWRP Consistency Assessment Form. 6. Site Photographs. 7. Proposed site plan prepared by Jeffrey T.Butler,P.E.,P.C., last dated September 1, 2020. 8. Survey prepared by Peconic Surveyors,P.C.,last dated May 1, 2020. 9. Elevation plans prepared by Lee&Chesonis Design,Drawing No.A-401 &A-402,dated July 10, 2020. 10. Town property card. 11. Application fee of$1,250. I hope this information shall allow you to process our request. Should any additional information be E.He=ann ot hesitate to contact our office. Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 1 f 631.283.6136 www.enconsultants com environmental consulting ELIZABETH A.NEVILLE,MMC �� G,y Town Hall,53095 Main Road TOWN,CLERK ® P.O.Box 1.179 cc Z Southold New York 11971 REGISTRAR,OF,VITAL STATISTICS p .� Fax(631)765-6145 MARRIAGE OFFICER Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER www.southoldtownny.gov OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD, TO:. 'Southold Town Zoning Board of Appeals FROM: Elizabeth A.Neville DATED: September 18, 2020 RE: Zoning Appeal No. 7434 Transmitted herewith is Zoning Appeals No. 7434 En-Consultants for Jane G. Weiland: .�Notice(s) of Disapproval ,/The Application to the Southold Town Zoning Board of Appeals Applicant's Proj ionect Description Questnaire , -Correspondence- _,,"Certificate(s) of Occupancy Building Permit(s) Misc. Building Dept. forms (Certificate of Compliance, Housing Code Inspection, etc.) Misc. Paperwork- Copy of Deed(s) /Findings;Deliberations and Determination Meeting(s) ,/Agricultural Data Statement Short Environmental Assessment Form _�ZBoard of Zoning Appeals Application Authorization Action of the Board of Appeals _ZApplicant/Owner Transactional Disclosure Form(s) _,-Agent/Representative Transactional Disclosure Form(s) v1 LWRP Consistency Assessment Form Photos _ /Property Record,Card(s) *Maps-'S ffoll� (' o��•i I-�c�aS ovu► MAP # L45 e:Survey%Site Plan /Drawings Town of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 09/18/20 Receipt#: 275083 Quantity Transactions Reference Subtotal -1 . ZBAApplication Fees 7434 $1,250.00 Total Paid: $1,25000 Notes: Payment Type Amount Paid By CK#8010 $1,250.00 En-Consultants, Inc. Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: En-Consultants, Inc. 1319 North Sea Road Southampton, NY 11968 Clerk ID: JENNIFER Internal ID.7434 ZBA TO TOWN CLERK TRANSMITTAL SHEET (Filing of Application and Check for Processing) DATE : September 17, 2020 ZBA# NAME OF APPLICANT CHECK# AMOUNT TC DATE STAMP 7434 En-Consultants for : 8010 $1250.0 RECIE�O/ED WEILAND, JANE C. Southold Town Clerk i i - i ` TOTAL $1250.00 i Sent via Inter-Office to Town Clerk by: ES j Thank you. i _ — ,- -�- - _`-_ - - _TJ J' - - .�a _ - - �_s"µ,�,+�a.+-�u..`T,.�.,,, '^�.:.ia'. ^t«...- -•tet'- .^`+ _ - - - __ ���-_ ;rt�=� y✓� -_ �.;�`;- _ - .gip 1.D-,_, _ ="+-.''_..sem'- _ - _--- - r y�•.-<-�,.�~ :^d-y - __ - - - `" � ' - - - = '.c, _=E1=CNSULTANZS-Z :-? - _• _'; ;,1319 ORXH SEfYiQI�D P}t,. _31•'28{-6360'µ" `` - _ - y,SQl1IHI�N TP-R,' 9683 - - = - - .. - _- _ - T}_"'-- - — ,_- -r��,.�..� _ ;,�_"'_ _ - •--t<`v�W =�,;,�_ =�-,,,DA�E•- - 8�2020':.-'-_ _ _ - '�`�RDEF7-OF y=�--_ _ - - ,.-T�Dw►),of�Solitho►d-� " - - -- '� .�= :�.,�1 __- = _ -- �,��.. .,��..` ne - - - - �- "-"�. _ - ...�• a -_ - - -r-`�`�'dw�bma.aw.:ys9x�.w---+wFr'�'" _ OTKQ aid, _ _ Y- --_ -- - - _-- - ---_ --- - ---- -- --;_-�------=00.100 x_^n_ s.,�•.,,- - -__: _ - `.4,� - - t+en� ___ - i^>� - _ -'YTS' -!' FOR _ - 1 ' 4 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK AFFIDAVIT OF 4.1 J j In the Matter of the Application of- POSTING a*4 d Tall`e- SCTM No. 1000- M— V3/_ k, (Name of Applicants) (Section, Block&Lot) r COUNTY OF SUFFOLK STATE OF NEW YORK doing business at I; Robert E. Herrmann r•esig En-Consultants,, 1319 North Sea Road, Southampton ,New York, being duly sworn, depose and say that: I am the ( ) Owner or ( ) Agent for owner of the subject property On the 14th day of October-) , 20;20, I personally placed the Town's Official Poster on subject property located at: 6485 Nassau Point Road, Cutchogue; SCTM #1000-111-13-11 indicating the date of hearing and nature of application noted thereon, securely upon subject property, located ten (10) feet or closer from the street or right-of-Way (driveway entrance)facing the street or facing each street or right-of-way entrance,* and that; I hereby confirm that the Poster has remained in place for seven(7) days prior to the date of the subject hearing da e, which hearing date was shown to be November 5, 2020 (Owner/A ignature) Sworn to before me this 2nd Day of Noyembar ,2020-,, KIM H . STEPHENS NOTARY PUBLIC AA STATE OF NEW �YORK a - -b ic---_---- --- ---G-O-M-M-I-SS-1-0 N--N_0_-.__5__0.1_5 9�1----- -----— ----------------- QUALIFIED IN SUFFOLK COUNTY EXP I RTES AUGUST 2he 200H * near the entrance or driveway entrance o property, as t area most visible to passerby I ' Y • • • • ® • • ■ Complete items 1,2,and 3. rB.0 igna re 0 Print your name and address on the reverse ❑Agen so that we can return the card to you. ❑ ressee / \ ■ Attach this card to the back of the mailpiece, Received y ranted e e of De ivegt or on the front if space permits. �U 1. Article Addressed to: D. Is delivery address different fro item 1? ❑Yes If YES,enter delivery address below: ❑No t Nassau Point Property Owners Assoc. i P.O. Box 346 3. Service Type ❑Priority Mall Express(Si Cutchogue,NY 11935 ❑Adult Signature ❑Registered Mali TM ❑Ao�uult Signature Restricted Delivery ❑Registered Mail Restricted QCertified Mail@) Delivery - - -- ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise zilect on Delivery Restricted Delivery ❑Signature Confirmation TM ?018 1830 0000 17 0 9 4366 hsured Mail ❑Signature Confirmation nsured Mail Restricted Delivery Restricted Delivery -- (over$SDD) PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt ■ Complete items 1,2,and 3. A Signature ® Print your name and address on the reverse ❑Agent so that we can return the card to you. ❑Addressee ® Attach this card to the back of the mailpiece, 6• Received by(Printed Name) C. Date of Delivery or on the front if space permits. L, � i/� 1p Z3 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes =If YES,enter dblivery address below; ❑No I Helen Kennedy i393 West 49'Street,Apt. 6S 3•I&INK * ❑Priority Mall Express@ New York,NY 10019 °A g 0, ry ❑Registered MaiITM ❑96 ul aR�V Delive ❑Registered Mail Restricted 19TerlifiedriDelivery ❑Certified Mail Restricted Delivery ❑Return Receipt for - - - - — - ❑Collect on Delivery Merchandise _ 7 018 1830 0000 17 0 9 4335 1:1-7erivery Restricted Delivery 13 Signature ConfirmatlonTM I Signature Confirmation over$500 I Restricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt / TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. SOUTHOLD,NEW YORK ujid &Wt AFFIDAVIT• OF , In the Matter of the Application of: MAILINGS � d aim- (Name of Applicant/Owner) �J6LiSscuy ,V64 SCT1V1 No. 1000- 1 1 W .13 x ®� (Address of Property) (Section, Block&Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I, ( ) Owner, ( X) Agent Robert E. Herrmann sdoing business at En-Consultants gpHngmt 1319 North Sea Road, Southampton, New York, being duly sworn, deposes and says that: On the 19th day of October , 20 20, I personally mailed at the United States Post Office in Southampton ,New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified from the official records on file with the(X) Assessors, or( ) County Real Property Office, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applic 's property. Signature) Sworn to before me this KIM H . STEPHEN S NOTARY PUBLIC 19th d y of October 20 20 STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY ' otaryPublic EXPIRES AUGUST 2 . 200 PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numbers next ----- --to-the-owner-names-and-addresses for-which-natices-were-mailed.__— All original USPS receipts and mailing confirmations to be submitted to the ZBA Office along with this form completed, signed and notarized. Cr Ln M {ru O Certified Mad Fee _ C3 Certified Mail Fee $ %?ti�ri P Extra Services&Fees(check box,add fee as appropdate)/ ���.�-'—�� � $ i �, Extra Services&Fees(checkbox,edd fee ss appropriate)' ;�_'.1, ❑Return Receipt(hardcopy) $ ' +- T O P(h py) $ .%' -�,\0 � � '�� �� ❑Return Receipt ardco ❑Retum Receipt(electronic) $ /_ r t C-3 I t J Postmark ❑Return Receipt(electronic) $ %-. `` Postm mak, ❑Certified Mali Restricted Delivery $ i,,� f� rl',�f@@� O ❑CertiFled Mail Restncted Delivery $ -`�� Here�j` 1-3 ❑Adult Signature Required $ v , J �U�� „d i \I3 ❑Aduk Signature Required $ QQ,,��� 1Adult Signature Restricted Delivery$ r ❑Adult Signature Restricted Delivery$ LULlJO Postage mPostage m $ /�ri TotalPc \68" �}� � ct� __ J�9G 1:0 $ $ 1 R Winchester QPRT 8_�S Sent To ,a NG Marie r-9 $e' P Winchester QPRT Sveela 169 Carroll Street o sig i_____________ N 6675 Nassau Point Road ctiy srF Brooklyn,NY 11231 i cti Cutchogue,NY 11935 TM ■ C C" RECEIPT CERTIFIED MAIL ■ • / /� i cul �• - I IN /• - i M �. 1. "M 111111011"'m" 0 Certified Mail Fee n � Certified Mad Fee Extra Services&Fees(checkbox,add fee as appropriate) /� �5 T O $ ( appropriate) �'f-,Ct:7"' /` t� i Extra Services&Fees check bar,add fee as �-, (��� ❑Return Receipt(hardcopy) $ '(° i Re (0 � 0 ❑ tum Recelpt(hardcopy) $ � J 0 ❑Retum Recelpt(electronic) $ Postmark"',. ❑Return Receipt(electronic) $ Postmark ❑Certified Mail Restricted Delivery $ / 0 Here ❑Certified Mail Restricted Delivery $ Here •� Q ❑Adult Signature Required $ I V., y r�4trA ''I i M ❑Adult Signature Required $ OCT (1 8fl4f� ! p� 1 il➢L El Adult Signature Restricted Del $ i l�I I 7 GULu / ❑Adult its, Restricted Delivery$ 1,J Postage \ / O Postage M m \ Total Pr Total P C13 $ �7^ ! CO � ' X968 $ $ Sent ro Helen Kennedy I sent{ Philip&Letricia Iovino M1 a 393 West 49`"Street,Apt. 6S s�%ee� 4875 Wunneweta Road ---------- rl- ctiy sti New York,NY 10019 --------- I ctty;sl Cutchogue, NY 11935 ---------- Em ■ ' T" ihh 64U . CERTIFIED MAIL� RECEIPT , onirD m F FDCPA% L U3 �E-7 O Certified Mail Fee Ifs_"` \ Extra Services&Fees(check bo),add fee es appropriate), C / ❑Return Receipt(hardcopy) $ / `•�/ \\ C3 El Return Postm�a Receipt(electronic) $ I �( `i-1 } Postmark O ❑Certified Mail Restricted Delivery $ I" Alen' 9H1pSU 3 ❑Adult Signature Required $ t OCT J 1pSU ❑Adult Signature Restricted Delivery$ mPostage i\ $ Total I � $ Sent 7 Nassau Point Property Owners Assoc. C3 §aeei P.O.Box 346 i---------- �,ry z Cutchogue,NY 11935 ---------- - i .I #0002511790 STATE OF NEW YORK), )SS: COUNTY OF SUFFOLK) Lori 13azata of Mattituck,in said county,being duly'sworn;says that she is Principal Clerk of THE SUFFOLK TIMES , a weekly newspaper,published-at Mattititck,in the Town of Southold,County.of Suffolk and State of New York,and that the Notice of which the annexed is a printed copy,has been regularly published in said Newspaper once each week fot ., 1, weeks(s);s'uccegsfully a in,meiicing on 10%29%2020 Principal`Cle'ik` Sworn to before me this cam'`�.: da`"of MARY SSV 30 ,M%06290192.ifiediQSa04 County - 't %,' 1vro�.`' estop OS/131Z0,,_�F 4 TYPESET: Wed Oct 14 12:08:54 EDT 2020 side yard setback of 25 feet;located at:240 TER AND PAUL B.VVACHTER'#7429!- LEGAL NOTICE Wicks,Road,New Suffolk,NY. SCTM No. (Adldurded'froin;Oalober,1,2020),Re4Lt6t SOUTHOLD TOWN ZONING BOARD 1000-110-8-19. for Variances,from Article XXIII, Section OF APPEALS, 11:10 A.M.-JANE G.WEILAND#7434 280-124 andibaBurlding lbspector's June I'l, THURSDAY, NOVEMBER 5, 2020 at -Request for Variances from Article IV,Sec- =Q,,,!4o(iee ofDisapprbval based Oh'Wap- 10:60 AM tion28Q-18;Article XXII,Sectibn'280-105A pUeatidn for 8 pofniit:todEmoUsh ad,existfiig PUBLIC,HEARINGS and 280=116A(1);and the Building Inspec- single family,dwelling and construct a new This PUBLIC HEARING will be held vir- ,tor's August 10;2020,'Nouce of.Disapproval single family:dwdffinglat.l)localed.fess[hair Nally via the Zoom online platform.Pursuant based on an application,for a permit to eon- thegt�r tegtSited tginirrilim jtpttt;yard set: to Executive Order 202.1 of New York-Gpy- "tt'ucf addition's.and altereuons:to an existing back of"4.0 foctl.2)14cated;1eA;J an-IIiBeUdi error Andrew Cuomo in-person access'by the singl'e,family dwelling and construct a six--(6) required,minimumsingl(xsfdeyardselback ofi public will not be permitted feet higli fence;at 1)located less-than the code 15[feel;located air 4105,B'ay`Slore'Itoad The public will have access to view;listen required minimum side yard setback of i� (Adj=_tbPfpt:x t ove)Gieenp?lrl; FY++ and make comment during the meeting as,it is feet;2)locateddess,than..,the code requited Nb;1000}53445, happpning via Zoom.Webinar.Details about minimum 100feetfromthelopofthebluff;3) TheBoard,of,AppealswiUltearaU"persons' bow to tune in and make comments during,the fence-is more loan the code permitted maxi- pribeirrepresen(ativestdesinngiobe.[reard at meeting are on the lbwn's website agenda for mum lour(4)'leet in height when located in eik 4_f gffi i'gi p.o_�/o#tlegg[ng'to skQpjit wflrf tilts meeting which may be viewed=at hila;/I lite front yard;located at.6485 Nassau Point ten st$temerlls;befgl.0 tlib CnpclpS{49 Oji, www,southbldtownny.gov/agendacentef.Ad- Road, (Adj. to Little Peconic Bay) Cut- hearing,=Each:bearinwill not.stad earlier -ditionally,-there will'be.a link to'the Zoom chogue,NY.SCT1vf No.1000-1'11-13-11, than-designated-abova.Meg are avail''Ale Webinar meeting at ht•tp:/fwww. 11:20 AM.-ALISONAbYERS#3436, rpr gjityv rgrr 1-he Toyggas, 1Iehljhlcf" southoldtownnygov%alendakaspx: -,RequEstforVaiiances'frbinAitieleIV,See- bgverI"iCbeiinLlr�C�b�gBr}a�,9fl��Ir�als -Contact bu:Uffice al°631=7651809 f0f ad, bon, 280-18i .Article XXIII; Section 280- MM)4-oard.AeHonsDiendin�Cliculink; ditional•information. 11CrA(1);•andtlte.$uildingInspector's7une hftR: I24:38.Z8.�25 UdU/,we1►1'#n7rC 10:00 A M -PHILL-IP LIM#7402-Re- 16,�0�0 Notice df�Disapproval based'op an Bro*AWspll,bid=b,If yQlfFiave grteSiiiJds;. quest for Variances from Article 111,Section ,applrcMon for h peimit tarderfioli'sh,ari•ezist- 0eascl>slOfib -bV1 6A W-1809,. 280-15;Article,IV,Section 280-18;and the Ing single family dwelling and construct a or-hy email]ri or _MsourhoMtnwnrrXgau Building Inspector's February 7,2020.Notice new single-family.dwehing;at-1)less than'[lte Lfated:Oct6ber1-5 2020 of Disapproval basedon ao application for a. v1derequired;nuntmurn front yard$etback of- j6;Q 13`,OA D-OF AP>sl permit to legalize an,asbuill"teepnstruction '50•feet;2)located'less'thanthe code-required IE: RAW-5S 'WB1S'MA:N'., of an existing accessory deck,and an"as built" 100 feet from thwtop of the bluff;located at: CHAIRPERSt7N deck addition attached to an existing single '10075 Nassau'Point Road, (Adj. to Little '$�.,YAm.Xuentes family dwelling,at 1)accessory.deck is less k'-econlc Bay) Cutchogye, NY SUIT No. 543��h a V, d?Of�it&�v64t1S1.p)' than,the code required mihimuttt side yard '1000,11,9-1-13,1, '53095 Wh-Road(IvIailinjl/USPS), setback,of 15,feetr2)deck,addition,is,less than, 1:00 P.M. - EST.EVES HOLDING M-36 17;2,9, the code required-minimum side yard setback, CORP.,JERRY CIBUI:SKI,#7437. - Re- S'odih6ld,13Y'11•?371;0"� of 15 feet;located,al.2010 Hyatt Road(Adj, gyestfor a Variaripe from Article 111,Section 2$.11790 to,Long Island Sound),Southofd,NY",SG4'1,M, 280-15 and the Building Inspectdi s,Septem- No.1000-5,0-1-1, ber,18;2020.Notice of Disapproval based.on 10:10 A.M.- 8100 HORTONS LANE, an application for a permitto construct a,sin- LLC#7433-Request for a Variance from gle family dwelling,at 1)less than the code Article III,Section 2$0.13 and,thp Building required,minimum,rear yard setback of 50 Inspector's Septembei 9,2020 Notic&of Dis- :feet;located at:,6505.HortonLane,'Soutthold, approval based on an application for a NY.SCTM No 1000-54-7-17. building permit to demolish an exisfing single 1:10 RIV -ELIZABETH MCGRATt);i family dwelling and construct a new single 0434-Request for a Variance from Aftield family dwelling,at; 1)more than the code -11I,Section 280-15 and the Building Inspec- permitted maximum two and one-half•(2r1/2y tor's January,21.,2020,Amended September, stories;located al:8100 Hortons Lane,(Adj. 25,2020 Notice of'Disapproval based on an to Long IslandSound),Southold,NY.)SCTM application for a permit to legalize an "as No.1000 544-3L 'built"/"under construction" accessory 10:20 A.M. --BARBARA AND BOB building;at 1)-located in other than the code MARTUCCI#7431-Request for a Variance permitted rear yard; located at: 1077 New from Article=II,Section 280-124'and the Suffolk Road, Cutcbogue,NY. SCTM No. Building Inspector's Adgust 4,2020 Ngtice 1000109-7-7,2. of Disapproval based on an application for a 1:20 P.M. - CANMI ON DOWE AND permit to legalize an"as built"addition;and MEG STRECKER #7421 - (AdjopMed consiNct new additions-and,alteraliot s to a 'from Octo6er'1,2020),Re.966st.for E arianco singlefamily dwelling;at 1)less than iliecode from Article XXIII„Section 280-1213 and the required minimum rear yard setback;of 50 Building Inspector's'February 24,2020 No- feet;located at..360 Goose Creek Lane(Pri- lice of Disapproval based on an application vate Rd, 03,1), Southold, NY_. SCTM No. for a permit to legalize an "as built”deck 1000-77-3-23. addition attached to an existing,single family 10:30 A.M. - IOANNIS JOHN dwelling; at 1) located'less than the code ZOUMAS 47438-Request for a Variance -required mimmum combined side yard set- from Article XXIII,Section 280-124 and the back of 35 feet;ldcated at:975 Cedar,Poiht Building Igspector's September 14,2020 No- Drive West(Adj to West Lake), Southold, lice of Disapproval based on an application NY.SCTM No.1000-90-1-5. for a permit to construct a single family 1:30 P.M.-AFJG,LLC,ALEXANDER dwelling, at 1) less than the code required JEDYNSKI#7435-Request'for Variances minimum front yard setback of 40 feet; lo- 'from Article XXIII,Section 280=124 and the cared at:75 Clearview Avenue,Southold,NY. Building Inspector's July 17,2020 Notice of SCTM No 1000-70-8-41. Disapproval based on an application for a 10:40 A.M.-ROBERT AND WENDY permit to construct additions and alterations — --LEHNERT#7432--Request for-Nanances_tuan existing single family dwelling;at 1)less from Article=11,Section 280-124 and the than the code required minimum front yard Building Inspector's July 10,2020,Notice of setback of 35 feet, 2) more than the code Disapproval based on an application for a permitted maximum lot coverage of 20%;lo- permit to construct additions and alterations cated at 350 Windjammer Drive, (aka 90 to an existing single family dwelling; at-1) Windjammer Drive),Southold,NY.SCTM located less iban the code required minimum No 1000-71-2-20. side yard setback of 10 feet;2)located less 1:40 P.M. - SUSAN COHEN WACH- than the code required minimum combined BOARD MEMBERS ®f so Southold Town Hall Leslie Kanes Weisman,Chairperson ®�0� �iy®� 53095 Main Road•P.O.Box 1179 ® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes - Town Annex/First Floor, Robert Lehnert,Jr. D �O 5437.5 Main Road(at Youngs Avenue) Nicholas Planamento Cow NSouthold,NY 11971 9 http://southoldtowimy.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, NOVEMBER 5, 2020 PUBLIC HEARING Due to public health and safety concerns related to COVID-19, the Zoning Board of Appeals will not be meeting in-person. In accordance with the Governor's Executive Order 202.1, the NOVEMBER 5, 2020 Zoning Board of Appeals meeting will be held via video conferencing, and a transcript will be provided at a later date. The public will have access to view, listen and make comment during the meeting as it is happening via Zoom. Details about how to tune in and make comments during the meeting are on the Town's website agenda for this meeting which may be viewed at http://www.southoldtownny.qov/agendacenter. Additionally, there will be a link to the Webinar Zoom meeting at http://www.southoldtownny.qov/calendar.aspx. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. 11:10 A.M. - JANE G. WEILAND #7434 - Request for Variances from Article IV, Section 280-18; Article XXII, Section 280-105A and 280-116A(1); and the Building Inspector's August 10, 2020, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling and construct a six (6) feet high fence; at 1) located less than the code required minimum side yard setback of 15 feet;; 2) located less than the code required minimum 100 feet from the top of the bluff; 3) fence is more than the code permitted maximum four (4) feet in height when located in the front yard; located at: 6485 Nassau Point Road, (Adj. to Little Peconic Bay) Cutchogue, NY. SCTM No. 1000-111-13- 11. The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing,and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. If you have questions, please telephone our office at(631)765-1809, or by email:kimf@southoldtownny.gov Dated: October 15, 2020 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 Laserfiche Instructions for Zoning Board of Appeals Records .� 1 ►, seam 4; SOCIAL MEDIA Go'V'en?tTt4ti tVic,�s Al RWDbl.. Pis w, a :s .k �• W to � r' '�� r,� �, e `v :£�j�,��i��e`�>:�'��1���i,<.2, 'S`�.t .c-: ?.5�s��t/�°�, M!.,s,�.tM.,'r•,�••' `<„�-����•. ^•j'x,":3,�7. „i��;v'"a•t��„ � ���^ri''„ '•.. 'w fi""y`., `bra ;� 'tit t �h�`k`i�,n'j =%v.�t;,-._ ' � �`.,��,�,:.,. • �}�'K..c`�'��R'r.�H-. .�<,•'idt�h�,. .4}..�, �' ,Is. m_ 9'�r- � _;_ :. ..::,:i ria".�q-„( �',3 tW �" t''�y a' �r�',,,� a'�.:',�?' 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PagO2 o1`2 Flrst 1f 7, 1 1�F2 � 29 Entries f i Lart nrodifled i NO metadata assigned i - _ ,. • _ -, _ _ ., - - ,--. • - o.w�n�,.x<r.wwnwrv•Mwy.:,•.,�•vwxn.sa,sm x,s��s,�ntt+s�:-na •.. - - - Above: -The second of two pages you will find "Zoning Board of Appeals (ZBA)" in the list of Town of Southold Departments. Click the Zoning Board of Appeals (ZBA)folder/link. Laserfiche Instructions ZBA Files Page 2 Laserflche WebUnk �`•' -� — e- ka MyWebUNrl,Help V AI)ut l Sign Oill Home.- Browse Seatth - T&AnOfSouthold>Zoning BoardofAppea6(28Af -• - .: -- _ - - 'i � .� =x1Name page moot ` ''Zonin Board ofA eats (ZBA) ' R Erttry PtopeNes`;= eoacdncdons + paathh R3 laserflche Search Guides t �{ Sched ( TownO(SaulholNZorung MeetIng ules Boa j _ _ _ .. _ _ _ _ •-_ .. -._.. _ .._ .-_ of AppeAS(Z Al t { Ml..WAgendas/legal Nodcesh-learings Creatlort date ; ,Itapending 7l16r10M 121716PM [ Rd Reports Last modilled SM20171107.14AM .( E3 Special Event Permits - - - - -- - i----�.. to hatnin Requt'—t ZaAORicials I-2 A•fetad'ata 6r`,s;,i:,,„;:,i'.rt' PolEd- . - 1 ZBA No metadala assigned i (j Exceptions LKtCode280.1oC(3) t trL-"y Judsdrcdon two& ocdure&Rewks,;'i �_3# Z BA Boo kofMapped 1977 Existing lots - - 189 PAP On Bulk schedules 5 Agreements,Contracts&leases -Sc 1 of .^ 14 Entries Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions" folder to open. �C"..�yyss.��:pp�,z..,-�•�,,,.r,��.�;�: �.x•r..,�.�.rM...- ,t:.,:.�r,��T.�-_n.Y,�_��;,.�A,�.z.�m-;,�;�-v�.,x•-�ti;r.�:r;a�-e:a,.wR��.�..-�.��xw�3t:�, �.".:� �s�x C'J,:1'..r r,F�, - e �w'." a^:;r" t..+sY.x'='';i"G �'`is,S; ".;,c.; ,rl'F.- :`�:" ';a:�;s!=,-�.. r •L+::-,,a,. „'�,� $rN�::.+j�g'�,,t5„i;r.`/..?�,&s;';t=`�;�. "�''�^ 6¢� M;"',ri :d#�a'.'`.,s'" .:i+��','t fir: f,, .�,::�Y'�r:•:�';�K.� . '�Q$�Is�}e{1"`��>?�Xa1tGtl; Stith t��Jy;�nt�� ;��r �'�r• rrY,:=.�'%1ff�iF'��Dor`atmrr,��fet[ufa,��;'kTcW,r�,�lfSriutlidi#'�''L' �'�` �� yr r,3s�, �.��,� � .krfi,m:_`Y+.:.-,. .�F.r �.�.�• °v s a. r _.-ar'��`�`..'r=,',�"'$�L��O�'^�Ar i 5seefc�eztVdb113' ;:,”` _ -: _ '•t.:,' - _ _ -ms's;=,:;.:;�:.» ^„ ;<,;:� —^tjortie:�Bro1Ns t�sizarch fs 1ZthaT . o ng6ct'ard;o App lsi 3',Bisardlx#utiSrPendi ' <.•- ,p— _ '.'i ";;°4*to- � ,.,7.:.j ,.0 r�;q�+Y^^�;�:�x�';'„'=""` ..sa;J.gf4.";;;x �. �.,''<�.'.',`rf�3`�`•,-x�_. 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'`''I aa>gena a oiaa'tza a s t 312WUV fl Be.07 AMLast a r �' '�' 79-SoKrttonsEds�Y004;^13-3-1�, 6J912010 x5b:$8 PM i 57383 SAitter;1000 59-5 8 3 ti: L "3F73645E,HF1F Restiris,N{yd'og itesnrts-CarrtpgaUnd-l0b -00.3 5 #7385 SE-Fried.1000-50;'1-13.1 I iNo metaidata - ` -13ae brSve-LLC 1000-37.-5-1 OA _ s • 0?387,Hard comer=SRE PLAN-Arch Plans 1000.61=4-1 473"intomirrev.Trust 1000-128:2-20- ln 87389 Berk 100671=1d i Iy�47406•Nappa 1000-88.1-1.5 3 t Paget of'1 Above, Lists all Pending Applications under Board Actions/Pending URL Address, Link is http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0 Laserfiche Instructions ZBA Files Page 3 La'serfiche Webllnk _ ® :MyWEblink I He$ ALb el Sign" Horne Browse Search - TownOfSouthold>Zoning Soardof Appeals(LBA)>Board Actions —._._----_ �,dam, i''rC•-n.:4. ^,,z-.n , t Board Actions Name I Pagecount , `---'---'--- 4; ,� E3 1957-1979 `"- e2 1980.1999 .Path t,n 2000 TowMNsm"holdtZordng Board OrAppeals(ZaNiHoard Acticuis Creatlon date ; r[�2002 f, 771072001 122155 PM - 2003 Last modified ;., b2004 32I20171136-07AM X2005 2006 i i�•• i No metadata assigned =_2007 --� 2006 t- I2320 -- --- ---------- -- ----- -- - Y. &Results ,-, 2010 - ' i�?P�r pfd i•' L�2011 __—___—_—__.______—_);. 2912 r, , Ll 2013 t)2014 t • i� — y ----Above:Boa rd-Actions-are-listed-by-year-.Click-folder-to-open.—AlI-Special_Excep-tion___ applications that require Coordinated SEQRA Analysis are stored in "Pending". fume._;BrmAaa �search-'-. y;7dcmlorso4Natd>2Lvm8800rdorFPPea15ReA1>aureacllMs�>20t)i, ,_ -_ - -.;7 .....:._.�.... � �Nam _...._..—__ -P 2077 s�0 — _. ___._____ dde '.C:" .''rhx`"+'�;'=`>•.s' .a.+'.t� 78 amid Anbrtr Pa01 l B 6997 9d Dvvtl ARbm artiipeabRe7,),aca7d ', �7001 _ _ _ 1m a,xrduaam aeatmndate i ®ro,� - eo,raMwn i '; rov 7s eowxuoa, f.aa niPdtBetl fA1L110174X[s1 A1A {�'Au Ite eoa)eA[Sbm f , NO rtniad)laa*19+ed )01) TO —d•Nvm ' g)o+e x OaAmnmoos '�ro,P se eoardMro.s I 43 7o1v so e.,raxno., ®Ion ss 9vam Mbm I lwrdwabro_ - - `®1013 Sas Board Kvom i p— av B d— • - g:013 218 Board, . `�ro1d 73 JB2) gp Sbard Xtlov, J0.'B 63 BoaNM!vm gj)019 3 —,d-- Above: See listed File Numbers. Click on file you are searching. Laserfiche Instructions ZBA Files Page 4 J. Lo' . .Q,.-=n�f.u.Cyt....,'. •..�w.r..rtir+=� �'-^-•' .•..- r } '=:ir 6 d'•' k - { - _ _ /P „ _'0-'j f I.i 5 Above: In addition searching by file no.You can also use the above search tool by typing the name or title of the applicant. Laserfiche WebLlnk ::"wax �catel Home -Brpwse Searc)i, -- - - - - II Cum¢mo t7mo he Search `+;. t Sort results by. Relevance l�Recerd6 Management SearU � � IR 7016 Fle d name Board Actions-83 page(s) Choose field 1 Page coune 83 Template name:Board Actions iese[` { Page 3 .Colin and Kristen Cashel PROPERTY LOCATION 162 Lower Shingle Hill.Fisher_ j F�''�"'" f Page a_19.2017#7016,Cashel SCrM No 1000 9.1-26 minimus approval to remo_ Page 5.y 19,2017#701&Cashei SCTM No.1000.9-1.26 GRANT,the variances as... Search— "i Page 9...COLIN&KRISTEN CASHEL SECTION 009 BLOC. Page 20..Thomas Ahtgren(Cashel),PO Box 342 Fishers Islan4NY.. - FV Show more information.. 97018 , Board Actions-56 page(s) y� Page Count:S6 Template name:Board Actions •, 3,� Page 48_9:30 AM.-COLIN CASHEL AND variances under Article Ic Section ANN_ Page 48-ance(s)KRISTEN CASHELVOI&Request proposed trellis located In other tha __ts Show more)nfonnation_. 1 'a Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111.4-1. Laserfithe WebUnk I-Help't<Aboix I S7 Home�Browse- Search TOWBOfSouthold>2oi1)og Board of Appeals(WA)>Minutes/Agendasn ega)Notices/Hearings - -T - f Minutes/Agendas/Legal'-- Name Pagecount/ +- g ' r � C•..i a;?fC Q>!nS`~�.t,,f�-: `=P<`'s.<s;l' �t'_f-�v..:u'� Notices/Hearings + M 1957.1979 - R•EntryPropeftles t (})1980.1999 1 l - .__. I ) t'3 2000-2009 t Path , TownO(SouzW(ftZordng Board f!3 2010 61'AppeaS y N 2011 -- (Z5ATM.L9 slAgendas-V +- . Notces.wrings j i f'7 2012 - - - - - - t + Creation date ; d 2013 _ 7/102001 257.40 PM l (3 2014 Last modified 2015 12J7620162.151.t Ph1 M 2016 A Mi'tada(a' ) I f 3 2017 No metadata assigned Page 1 of 1 - 11 End Above:Also, Minutes,Agendas, and Hearing Transcripts can be viewed. Laserfiche Instructions ZBA Files Page 5 L'aserficheWebUnk ;'p;.,' _-`_ - niyivetua i Flptp'J Ab&6 77, Sea Home"erowse rhcToimgf5out}iodi7.nning BaardofA �eals lZBA)>Mi(lirtes! _ INotSte�� "-. - a� - _ count, 2017 Name P�e f ry PiopGicies>a ;" : 01 el zen-0vosnon - - - -- -- - --7 - --- -----—--. . . -- �' ZBA-01/0512017 Agenda 4 Path ZBA-O1/O5R017 Hearing 40 ( ToemOlSoutholMoning Board It - Of Appeals i d ZBA-01/05n017LN 3 - --- --- -- ---- - -- --------- j (ZBWVN6nuteslAgendasllegal -- —------------ — --- ---- •i NOtkeVHearl gs12017 (f-,� ZBA-01/1912017 1 r ( ZBA-01/19/2017 Agenda 2 iCreation date }�`, - 1?/16n0162'15:14 PM (; Q ZBA-02/02l2017 --- - --7- Last modified ;_-� ZBA-02/02n017AZenda — 4 6/19nBt745154 PM (• ZBA42/0212017 Hearing--- __ - -- 45 ZI ZBA-02/02n017 W 3 (]ZBA-02/16rM7Agenda 3 No rcetadata assigned I - :_.I • M-02/i'6'12017 Spedal 3 mdum&Piesgks c I �ZBh03/)2n017 7 - ""R'aPaP.•=meaiAUscf+ (,Z8A-03/02n017Agenda 4 ' Q ZBA03/0212017 111E Hearing_ 65 i 21 ZBA-03/02120171N 3 `r-, �t Zak-MI612017 Agenda 3 F 1',ZBA-03J1612017 Special ,3 1 ; 0 ZBA-ON06R017 5 •f� �- El ZBh04/0612617 Agenda 4 }t = 01 ZBA03/O6nOt7 Hearing 45_ ----Above;-Agendas,-Minutes-and Transcripts-are-in-chronological-order.-- — Revised 6/15/2020 1 BOARD MEMBERS �� ' 0� SUUT Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road-P.O.Box 1179 h0 lQ Southold,NY 11971-0959 - Patricia Acainpora-- j j -_Office Location: Eric Dantes N Town Annex/First Floor, Robert Lehnert,Jr. • �O� 54375 Main Road(at Youngs Avenue) Nicholas Planamento 22UN11 Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064 October 1, 2020 Dear Applicant; Due to public health and safety concerns related to COVID-19,the Zoning Board of Appeals will not be meeting in-person. In accordance with the Governor's Executive Order 202.1,the November 5, 2020 Zoning Board of Appeals Regular Meeting will be held via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comment. Below,please see instructions for the video conference hearing and.material required to prepare for the ZBA public hearing which include: PLEASE READ CAREFULLY. 1. Yellow sign to post on your property seven(7) days prior to your hearing,to be placed not more than 10 feet from the front property line (within your property)bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both front yards. Posting should be done by October 28,2020. 2. SC Tax Map with property numbers. 3. Legal Notice of video conference meeting. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. - — ---4.. -Affidavits-of Mailings-and-Posting-to-be-completed-by your notarized;-md-returned-to our- - - -- office by October 26,2020, verifying that you have properly mailed and posted. 5. Instructions for Laserfiche/Weblink to view application. Please send by USPS Certified Mail,Return Receipt the following documents to all owners of property (tax map with property numbers enclosed)vacant or improved, which abuts and any property which is across from any public or private street. We ask that you send your mailings promptly so that if any piece is undeliverable, you can reach out to your neighbors to request their mailing addresses, and re-mail. Mailing to be done by October 19,2020. a. Legal Notice informing interested parties of meeting being conducted via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. Instructions for ZBA Public Hear r Page 2 b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 63.1-765-1809 or email us at kimf@southoldtoMM..goy or elizabeth.sakarellos@,town:southold.ny.us c. Instructions for Laserfiche/Weblink to-view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting"as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment'Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765=1937. Contact us via,email or by phone if you need further assistance. TownOfSouthold>Assessors Assessment Books/Tax Rolls 2010-2019F 2019 http://24.38.28.228:2040/weblink/O/doc/1022250/Pa eg 1_aspx. IMPORTANT INSTRUCTIONS: Scan and email the USPS mailing receipts, green signature cards and affidavits to kimf@southoldtomM.gov, and promptly USPS mail the originals to the Town of Southold, ZBA, P.O.Box 1179, Southold,NY 11971. Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing pursuant to New York State Law. Please be reminded that-New York State Law requires the ZBA to follow the above specific policies, If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. Sincerely, Kim E. Fuentes Board Assistant -----------ki"mf(a�so�lioldtownny.g_ov_---.--___.__�_._---...____ _------------------__-_---_----------------------- E OF HEA' R'1 ,i4i� The following application will be heard by the Southold Town Board of Appeals VIA ZOOM WEBINAR - REFER TO ZBA AIEBSITE FOR AGENDA on flttp : southoldtownny. viov . ' AME : WETLAND , JANE # 7434 CTM # mM 1 000- 1 1 1 - 1 3- °I 1 JARIANCEm BLUFF & YARD SETBACK & HEIGHT OF FENCE r-,EQUESTm ADDS & ALTS TO DWELLING AND CONSTRUCT A 6 FOOT HIGH FENCE (EAST CLUB RD) DATE : THURSDAY, NOV. 5, 2020 11 : 70AM "ou may review the file(s) on the town 's website under Town Records/Weblink : ZBA/ Board Actions/ Pending . ZBA .-Office telephone (631 ) 76-5-1809 BOARD MEMBERS �F soy Southold Town Hall Leslie Kanes Weisman,Chairperson �o�� ly�lo 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �, Town Annex/First Floor, Robert Lehnert,Jr. • COQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento ��yCOUhm Southold,NY 11971 http://southoldtownny.gov R E C I V E ZONING BOARD OF APPEALS TOWN OF SOUTHOLD SEP 1 7 2020 Tel.(631)765-1809•Fax(631)765-9064 Southold Town Planning Board September 17, 2020 - Mark Terry, Principal Planner LWRP Coordinator Planning Board Office Town of Southold Town Hall Annex r Southold,NY 11971 Re: ZBA File Ref.No. #7434 WEILAND, Jane G. Dear Mark: We have received an application for additions and alterations to an existing single family dwelling and construct a 6 foot high fence. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map,project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures-of LWRP Section 268-5D is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairperson By: Encis Survey/Site Plan : John Metzger Dated : May 1, 2020 (Revisions) BOARD MEMBERS1, S® 'J Southold Town Hall Leslie Kanes Weisman,Chairperson o��o iify®l 53095 Main Road•P.O.Box 1179 Q Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes v, Town Annex/First Floor, Robert Lehnert,Jr. • �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento Olij'loou Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD September 17, 2020 Tel.(631)765-1809 •Fax(631) 765-9064 Ms. Sarah Lansdale, Director Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Ms. Lansdale: Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File : # 7434 Owner/Applicant: WEILAND, Jane G. Action Requested : Additions and alterations to an existing single family dwelling and construct a 6 foot high fence located in the front yard. Within 500 feet of: ( ) State or County Road (X) Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land ( ) Boundary of Agricultural District ( ) Boundary of any Village or Town Within one (1) mile (5,280 feet) of: ( ) Boundary of any airport If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA Chairperson : BY Encls. Survey/Site Plan : John Metzger Dated : May 1, 2020 (Revisions) BOARD MEMBERS ���f SUSouthold Town Hall Leslie Kanes Weisman,Chairperson (/j/yo 53095 Main Road•P.O.Box 1179 h0 1p Southold,NY 11971-09.59 - Patricia Acampora Office Location: Eric Dantes y Town Annex/First Floor, Robert Lehnert,Jr. • COQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento 2IA COU Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD September 17, 2020 Tel.(631)765-1809•Fax(631)765-9064 Suffolk County Soil and Water Conservation District Attn: Corey Humphrey 423 Griffing Ave., Suite 110 Riverhead, New York 11901 Re: ,ZBA# 7434 WEILAND, Jane G. Dear Sir or Madam: We have received an application for a'project adjacent to a waterway, shown on the enclosed site map.. The hearing on this application is expected to be, held in approximately 3 weeks. Enclosed is a copy of the site map, together with the application and a copy of the area map. May we ask for your assistance in an evaluation and recommendations for this proposal. Thank you for your assistance. Very truly yours, Leslie K. Weisman Chairperson By: Encls. Survey : John Metzger Dated : May 1, 2020 (Revisions) BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��OF $�UryO 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes V Town Annex/First Floor, Robert Lehnert,Jr. • COQ 5437.5 Main Road(at Youngs Avenue) Nicholas PlanamentoCnit Southold,NY 11971 http://soutboldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)'765-1809 •Fax(631)765-9064 November 24, 2020 Robert Herrmann En-Consultants 1319 North Sea Road Southampton,NY 11968 Re: ZBA—Application#7434, Weiland 6485 Nassau Point Road, Cutchogue SCTM No. 1000-111-13-11 Dear Mr. Herrmann; Transmitted for your records is a copy of the Board's November 19, 2020 Findings, Deliberations and Determination,the-original of which was filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. We have enclosed two Property Owner's Statements, in accordance with the condition of variance relief approval. These documents must be acknowledged with the owner's signature before a notary, and then submitted to the Building Department and the Office of the Zoning Board of Appeals prior to applying for a building permit. Please be sure to submit an application along with a copy of the attached determination to the- Building Department. If you have any questions, please don't hesitate to contact our office. Sin erely, Kim . Fuentes Board Assistant Encl. cc: Building Department 0 51TE PLAN BASED ON OR16INAL SURVEY BY: ° J 0 Pc SURVEYORS, P.G. PROP05ED I AND 2 5E( ADDITIONS TO EXI5TINC 1 1/2 5TY FRAME DWELLING a P.O.O.BOX BOX 404 73 1230 TRAVELER STREET 5OUTHOLD,N.Y. 11411 EXISTING 3 BEORM DWL6 MODIFIGATION5 TO EX DIAL& PROP05E0: b BEDROOM �,n � � u_ PHONE: (b31 )lb5-5020,FAX(b31)165-IlgADDITION FTPRNT: ±1,044 SQ.F� ,TI l TO BE MODIFIED •NEW REAR DORMER hn . ¢ � 5URVEY CREATED: NOVEMBER 20,2C-12 EXISTING FOOTPRINT: 11,401 50.FT. •NEW UPPER LVL DECKp A TL PROP. FT PRNT: 12,451 SQ.F-. LAST UPDATED: MAY I,2020 •ADDITION TO 1St FL,60 50.FT. 3 z SURVEYORS NOTES: •REMOVAL FROM 1st FL,60 50.FT. (BASEMENT BELOW ADDITION) o EXISTING TIMBER AND EX.DEG _ v • LOT NUMBERS REFER TO "AMENDED MAP A OF NA55AU POINT' INTERLOCKING PVC, PANEL z FILED IN THE 5OFFOLK COUNTY CLERK'S OFFICE ON AUGUST 16, PROP05ED AG UNIT ON P.G. 5LAB, BULKHEAD @ BOTTOh1 OF FLUFF _TW 8.3' SEE SLAB DTL, DWG 5P4 I ° 1442 A5 FILE NO. 156. � \ S � o • ELEVATIONS REFER TO NAVD88 p EXISTING NEIGHBORING HALL, EL=38 X36 \ NO WELLS WITHIN U1G0500 GAL L.P. PROPANE TANK OUTH OF EX. EVERGREENS EX.IE1yGE y� - \ \ 22 \\ -TI^I 12.5' SID 150'OF PROPERTY EX. Ac UPIIT ON PAD _ _�- + 0o \ \ I I� BW q.0' Sy 1_'1 u MAINTAIN ALL REQUIRED SEPARATION -1 38 + ornl 1 124 \\ o � ¢ w 0I5TANGE5 PER NPFA 58,LOCAL EX. FLAC75TONE t3a' + ` , p D APPROVED GODE5,REGULATIONS AND \ AND DIRT WALK -- �� 3: ++++ \ 1 1 \ 2h\ \ 16 \ X 0) y7 ¢ PROP05ED NEW GENERATOR THE AUTHORITIES HAVING JURISDICTION. � 1 � •- + + 18 n 5EE ARCH FOR ADDITIONAL \ rn EX.HOT TUB ' , 1 28\ \ \ \ O INFORMATION EX.ROW OF EVER6REEN5 VERS - T 15b'xbR ON 0`POP, LOT 45 �__= w�PP _ + ,kz \20 n W F z SGTM# 1000-III-13-10 EX. ELEG ' __ -- IO,\qN jp RRMOP�I --r'.::•\ I x PROP.UPPER STY DORMER, 30\ ` ` �° x R ¢ DWELLING e METER =- 3 31.0' ?� s x ADDITION,415 50.FT. ' I I 7� C�7 PUBLIC WATER Q EX. ELEG. �- _� Z �X�X ,EX.O\ITDR : \ o 1 + + +� 1 1321 I I ` I LU 3 q O /� - MIN t :' ' I PROP.UPPER LVL DECK I 4. _ R ,.......... ++� LINE � ___A 1 t� 5NV EXIS If'1 .':.:.::;r: 0.0` x, x IN PLACE OF EX.ROOFED 34 6, x-�x W EL LINE I I I r ' - a OVER PORGH,110 50.FT. I l I k1 •3 20 3 o EX. I STY MIN _ PRo o I I/2 S `t': R:::::: I NQS _ _ 3�: EX. x + + + TW 124' LOCATION MAP: ° ^ = z FR. GARAGE DWELftNG:::`::: MPI\! ( _-V x-x u� 2 ? SLATE 3h + + I z O o 10 RE / \� (NO WORK) ^ s EXI57. (TO BE MQL?;k.1 D:: PATIO + BW 8.5 EXI5TIN6 I V100P wP.L1 - j P I l0'MIN o F E + + I NOT TO 5GALE �n n Ey. 0 / GF=32.8' X Ilc PATIO N FF=31,d'::.;c:.:: .: m + I I LANDING O SGTM 100-111-13-053 EL 36.1 J 3} � /+ C�\�¢ pWR ro (NO WORK) �o PRS'•1St FL ADDITIO 9 1� g\� I .` 15�' RF F 1 F TO REMAIN .`; .. /< BENEATH EX.FOR R00 S O g WELLING cp R EL 3h.1' :.: PROPOSED Gh1F / / Q MqX `�! i 60 SQ.FT. 0 z D ��,Q �y LOT 46 PF" `I'OQ'-� ,.PP�ON,: ��': rn �y Pueuc MATER /PROPOSED +/���. 3 a PROP.6x4 32 o 13�` NOTE: ' :'.; .::.., :, F 34.4' EX.O�AjE �1 INNOVATIVE AND ALTERNATIVE ON-STYE R05 O N 0 MEA ROOFED OVER i E I N GO TR L SURE: l % 5EE DEMO PLAN : -::>':•: :` + + ( 1 ENTRY PORCH W/ > 9 FOR REMOVALS + + I WASTEWATER TREATMENT SITE PLAN o PROVIDE SILT FENCE BARRIER { X32. l5TtN6 WgTER - I I 14 w:.". 5El?vlr PROP05ED I I - �... INSTALL PER DETAIL,5EE 5P4 W . _TEN STEPS,(54 SQ.FTJ = 1358' 23.3' f 9 2 �J.N�W0 � + ��� 32 2 i � x ���� SITUATE AT: ZONING DISTRICT: R40 o \ -i' 1 T7`�'EM41N.'(VERIFY:F'� .SEKVIG ): -� 300 9. 56 rJ ADDITIDK I I4 I Ih I + + `+ �3 Pj��gER RAGE) 1 n 6485 NA55AU POINT ROAD CUTGHOCUE, NY w FF=31.o,201 5Q.FT. + + I 1 c, FLOOD ZONE: 'X' Ey15�lu- 1(`l�;'.IF�1 m E� / 1 ADDITIONAL. I I I8 ` I TOWN OF 5OUTHOLD EX. WATER EMA11 k f�ERVl0U5.6RItiVEL PARKING'. .`. ',:''. \503 AREA: 3 6.0 I 2u T DATUM: NAVOM : .:. . I6 + \ METER TO \ 10 W �' max/ . . . ":AND MANEUVERING AREA: .. _ 31150.Fr. �'- ? - N ° la.o' �+ I 1 1 I Tw 12.5' SUFFOLK COUNTY, NEW YORK a _ _ ++ I 20 ` SGTM NO.: 1000-111-13-II REMAIN a0• �x - A 30 Tr',=r- \ 28 AREA: 1,142,.5Q.1=T:.''::,: PROPOSED 3 / / Xi xGU(ZZ�J STONE ENTRY PATH '3 - 1� v`-CO PROP05ED \ 32 + ++ I I I I I I P i z + +0 30 RAISED I +`" 1 I _ N APPLICANT / OWNER: JANE WEILAND 30.0 W 32 X -X� P(1_/ \-' �� _ U6 J 29.2'+ - 21 q'\ ,TY - PATIO x +++ I I w 1 1:: ' ..i.:.'•` ..: ...... .IG \EO' i �/ UG ADDITION 10.: � 00 .. 55 (311 SQ.FT) I I L I I I I p5R`( MO ' 3G r _ ^ x + rn I I I I WETLAND AREA = e ¢ O FF-31.0',83l I + +_1 I I SITE DATA: PROP05ED �3R :so ��' (�s ��qi x28.1 0; I \ I + I -' x 6,432 5Q.FT.(0.1411 AG) � � n,..,•., d�' I1�' TOTAL LOT AREA: 52,413 50.FT. (1.032 AG) TO TIE LINES ER05ION CONTROL MEASURE: � +45' +++ ��, - 5��'>/ /` - AREA SEAWARD OF .......... PROVIDE A STABILIZED : . 30 p0 ,- 28.3'x Zia' + + 4 F T.O. BLUFF. 15,111 SQ. TIE LINE AREA SEAWARD O FT. (O 3601 AG) TO ,ONSTRUGTION ENTRANCE, \ o ;;; 5 • " p \��G I\ EXF/1 DP 28l TH - 5D 301_ x ++ +++ I , 1 1 A TOP OF BLUFF = 15,�n 50.FT. BUILDABLE LAND: 36,702 50.FT. (O 8426 AG) INSTALL PER DETAIL,5EE DWG 5P4 `/"! x Q. �0� \ / -�O 2-1.1 x + + o (0.3601 AG) ROP. WD DECK Y, (BUILDABLE: LAND = LOT AREA - AREA SEAWARD OF BLUFF) Of NSW YOC?K CITY&�ONC ISI PIJn _ x - ��GP` ��� DEL.@3683' i -+ J + ++�, PROPOSED \ x, /� (2o15Q.FT) x�x + + �, I I ` f EXISTING TIMBER AND WETLAND AREA: 6,432 50.FT. (0.1417 AG) TIE LINE TO MHWM 800 212-4460 1 611 STORM DRAINAGE LEAGHIN6 5Y5. X �x X0¢1 �O/� \X\ ST Sod � ' P '1_10 \ �x X X + + o n I j 1 �� INTERLOGKIN6 PVG PANEL m / k �C X x28.1 ---x + + BULKHEAD,MHWM ALONG 8'(Pxb'L.D.L.P.(5EE DWG 5PI FOR m` �/ �0� �Aj `; ISS FEN ew?-Ne�x-\X + +++ I J I I I TW 12.4' BULKHEAD LOT COVERAGE: AREA: O wvwd.dignetnycli.com STORM DRAINAGE GALL.AND �/ 0 \��- + as Pte•�x�"x OF eyof o I I Bw 8.8' EX. DWELLING 1,407 50.FT. orwww.call811.com / 1 1 �X M TOP + + 5TRUGTURE DETAIL AND REQ'MNT5) r Poo \ - x ET FRO o I I I I I I TI^]8.3 EX. REAR R/O PORCH 438 SQ.FT. �''';� (for other states) / 69 �/ 13�j q FF XN y Q O {0r v" + + PROPOSED /� �0 / sFF Nc� sT� \+ co 10 \ „ EX. FRONT ENTRY PATIO Iq2 50.FT. I By law,excavators and contractors working in Q D B ( tiS + + + ( W the five boroughs of New York Cit and Nassau 6 rn �/ 0 / �- r( 9 (SX + Sp TR �j + l I ` o�8 OO -���- EX. GARAGE 379 SQ.FT. (v g y ti, EROSION CONTROL MEASURE: �/ ,� o ePi (T o k V • / fvo FR \ ^�q 28 + + 57 g + EX. OUTDOOR SHOWER 24 SOFT. T` and Suffolk Counties on Long Island must LOT 133 PROVIDE FLUSH INLET PROTECTION �CJ /+ � --- S,o• �c�c ?• � PROPOSED \ + + + I I EX. 21_1- a � ' contact Dig Net,1-800-272-4480 or 811,at least IN5TALL PER DETAIL,5EE DWG 5P4 x {3:: STORM DRAINAGE LEAGHIN6 5Y5. 1 1 14 86. TL. EX. LOT COVERAGE: 2,440 50.FT. SGTMk 1000-III-12-05.2 / X ?7 9 \ i 0 EL: ( m 48 hours but no more than 10 working days V(7 Xi SDDECK (excluding weekends and legal holidays)prior DWELLING /� _ 1 8'(Pxl4'L.D.L.P.(SEE DWG 5PI FOR 5TORM �'� 21.0' I O to beginning any mechanized digging or PUBLIC WATER UG 26 -� DRAINAGE GALL.AND 5TRUGTURE DETAIL / ° 20 \R5 P/O EX. DWLG TO BE REMOVED -60 50.FT. excavation work to ensure underground lines UG /- r \� ik �6 ` AND REQUIREMENT5) 28 \,\ 1 E�.5�A 1C�NBORINC DOCK PROP. ADDITION BENEATH EX. PORCH ROOF O 50.FT. X are marked.Excavators and contrac'ors can NO WELLS WITHIN , Q 1 PROP05ED UNDER6RND �6 x / �� EX•NE PROP. I AND 2 5TY BLO6 ADDITIONS 1,044 5Q.FT. W Q also submit locate requests online,through 2`, / i"--) ITIC.If you do not currently use]TIC,please 150 OF PROPERTY POWER AND COMM. LINES O + F00T PAIN call 1-800-524-7603 for more information. 2� INSTALL IN COMMON UTILITY TRENCH ° / / Ey15�lrle PROP. RF'D OVR FRONT ENTRY PORCH W/STEPS 54 50.FT. X Z W PROP. REAR DEGK 201 50.FT. (5EE TRENCH DETAIL,TH15 DWG) _ r _ \ / ��• PROP. REAR PATIO 311 50.FT- For safety reasons,homeowners are strongly encouraged to call as well when planning any - LOT 132 U1 / PROP05ED All ON-51TE / ° ,/ 2 / / NET PROP05ED LOT GOVERAGE: 1,622 5Q.FT. M type of digging on their property.Homeowners \ SANITARY TREATMENT 5Y5. o / N _ F-dl = can contact us directly at 1-800-272-4480 or by `\G� / PROP05ED ON TURF BUFFER calling 811,the national call before you dig PROP05EC ��� FOR ADDITIONAL INFO 5EE DWG 5P2, �\� TL EX. AND PROP05ED LOT COVERAGE: 4 62 50.FT. (11.01%) W / �` lO'WIDE(11,401 SQ.FTJ TO BE A number.For excavation work completed on POWER AND COMMUNICATION I FOR SANITARY DETAILS 5EE DWG 5P3 Q�� ��F ° / (� 1 personal roe O+\ �G / VEGETATED WITH NATIVE PLANTINGS p property,rty,it is the contractor's TAP POLE FOR CONNECTION TO POWER I 0 ° � O responsibility--NOT the homeowners--to AND GOMMUNIGATION 5ERVIGE5,RUN 2 ( PROPOSED RETAINING WALL contact Dig Net.Having utility Icha marked nrinr UIVER GR U?.D LI.NE5 IN!G^N"f"O:TP=:GH • 00 /Z I NOT INTENDED TO RETAIN SENA,MINIMUM 20' }1 O to digging is free of charge. � r PER PROVIDER'S REQUIREMENTS 5EE ARCHITECT NITAANID AGHIN5 GOMPONEI 5 OI ����� �� NO WELL5 WITHIN - \ I ` `Q 150'OF PROPERTY m vv I PROP05ED AREA OF 0151URBANGE: d ' ±18028 s .Ft (0.4134 ac) -1 OG � � � I LOT 47 a W W O I ti �- .� rn 214 PURCHASED MATERIAL, EXCAVATION AND FILL QUANTITIES: PROPOSED SITE PLAN APPROXIMATELY 126 GU.YO5.OF EXCAVATED 501L SHALL BE USED FOR FILL/GRADING OF PROP05ED SANITARY 5Y5TEM(APART FROM LEAGHIN6 ENGINEER: _ VVV GOLLAR5). OF -� '\ ++ PURGHA5E AN ESTIMATED 66 CU.YD5 OF RATEABLE 501L(5P OR SW BY ASTM \ 1 + 5TANIDARD5) FOR THE PURP05E OF PROVIDING ACCEPTABLE LEAGHIN6 '�P T. e IIIL771MBER d INTERLOGKIN6 PUG PANEL � (� 'p �• BULKHEAD @ BOTTOM OF BLUFF 5011_5 FOR BOTH THE PROP05ED SANITARY AND STORM WATER SYSTEMS 20 10 0 20 40 60 SO EL 26.4' GRAPHIC 56ALE I" = 20'-0" t ° 9TV EL=2h PIPE \� / LOCATION EX.AC ON PAC) E3X.44-xE--384�m \\\� B EL.21.1' 0.0'@ GRAPE FP1D / OF EXI5TING SANITARY `� 3✓ \�� 9 Brown loam(OL) OA 074 LOT 455Y5TEM TO BE ABANDONED \ cz _� 1 9 __ + 3' " 6, \ - EL.26.6' - 0S' O NPS. / SC1M 1000-111-13-10 FOR MORE INFO 5EE DWG 51`2 OV 0 X E�RGREEt15 NE WPLL � ' 1\\N`\`\ - �ESS10 \ DhIELLIN6 EX.ELEG. FX.R ,�_ >�"''� E�•gT0 \ N I 1 1 o Brown clayey sand(5G) TEST HOLE ��J - - � EL.23.1' - 4.0' PERFORMED ON: 01-04-2020 JEFFREY T. BUTLER, P.E. PUELIG HATER METER -y �[7A' 0 1 1 E/011nR w I 1 ,1 III PERFORMED BY: McOONALD GE05GIENGE O' EX�'ELEG o w SHOWER 5.41 I TDP OF_� m I I I I NO GROUNDWATER ENCOUNTERED® EL. 10.1' LOT 48 x$'36 20 E , EX.FR E 13�, EXISTING F BLUFF I 1 I I Brown Fine Sand (� WUNI\IEWET EL=36.1' N w %_) - GARAGE X145 p o 1 1/2 STY u 36 I I ILII (SP) Orr SGTM# 1000-III-15-07 Wh�� EX.GP GF=32.8' TORE FR DWL6 - g1 PIR DWELLII'd5 LEGEND: Gf1F Er w`�� �A' S1 MRN �,�,,,gyp n (TO BEEL. 10.1' 11.0 }-32� O i 3!- MODIFIED) p q PUBLIG 1 DATER PROPERTY LINE . EX5TIN6 CONCRETE CURB TO BE REMOVED Ex P PFSTO 3 ` 35' FF=31.0' 3.4'GATE N Z AND EDGE OF DRIVEWAY TO BE REWORKED, `L 34.4' PRINCIPLE YD SETBACK 5EE 'PROP.SITE PLAN',DWG 5PI '�.:iw::.:-..::...> !"� 'iR o v 1 I I W 11- / W :; TO RF71A1N 11.0' 0 O' ,rn 34ROAD o m l ALL PROP SANITARY PIPE 55 ss EX.WATER 10 REMP1� W i w 30.0 w / _ PRIVA� METER TO EKw�RSER�j/ C; '<'.':': ''';;• m w O Q _ ' / FROM DEMOLISHED OBJECT(TBR) ------------ REMAIN 3� ..:.:.:::.:::;: ;; ,`'.:::. ) I�ARTI AL LSI N i "f 2 = � W I 170: \ WM2 / RESEf. ;: ::::_ :J;.rY' .� ) \ 32 "o I SEP I � 7I ^ I } PROP.STORM DRAINAGE PIPE -ev -50 -sv - WP GON�+a'.,: ,:F:;.•i„�.i /;:', ";.;;'`:.) / DEMOLITION +zq.z' I I I 4 c.+r c..1J m Z 0 11 •AREA TO BE REMOVED = 60 50.FT. ' Q/ :. LOT 131 PROP U/G WATER SERVICE w w \ :.::. RVION' i �. " •CELLAR ENTRANCE TO BE REMOVED S Thl# 1000-III-15-O6 O vel EX•P��pRV/ ''i jIy T "'.•' / X DI^!FEEING WELL - o �l LCL L ILU I 231 p EXISTING WATER MAIN w EX.DRIVEWAY TO BE REWORKS - v �� �s ;':` '' 5EE 'PROP.SITE PLAN',DWG SPI +28.3' ti? \ ` I _ / VIII W O o .,'. EXI5TIN6 OVERHEAD UTILITY LINE: - - - - a 11 "�TH o I F�-i Z Q 24'(P(AST IRON COVER FLOGKHART \ '5 r-ro � LOT 46 / 2a a' 21.1' _ PROP.U/G EL EGTRIGAL/GOMMUNIGATION c ,,.•• _ FOUNDRY COMPANY PATTERN NO.6112b SERVICE LINES: E E Z Q `t OR EQUAL(ADJ)5T TO FIN15H GRADE) (n - EXISTING CONTOURS 30 2� J Q N FINAL GRADE �O o o I W •TO BE REWORKED I STORM DRAINAGE CALCULATION. W Q- ,,,,, : DRAINAGE STRUCTURE NOTES, SEPARATION DISTANCE REQUIREMENTS PROP05ED SANITARY SYSTEM: HYDRO-ACTION - '' I 24" I. LEAGHIN6 POOLS SHALL BE PREGAS': GONG FOR STORMWATER LEAGHIN6 STRUCTURES A/I OWTS pr b' ` / II •5EE PROPOSED SITE �+ r-: i '• '• `° GEMENT 5TRUGTURE5 A5 MANUFAGTURER BY O DOVER TO GRADE pJAG� -� N. / - ��...... PLAN15,DWG 5PI AN1D 5P2 I 1 x 5UFFOLK PREGA5T ING.OR EQUIVALENT. AND PIPING (RESIDENTIAL): COVER BLW GRADE G II / II / VOLUME = AREA x RAINFALL x COEFFICIENT b"PIPE DIA. IN. >: \f REM \ RAINFALL = 2" = O.Ibl' O O I�MIN.(A5 REQ'D) y .� x1 ' SHOP DRAWINGS SHALL BE 5UBMITTED TO THE HORIZONTAL SEPARATION D15TANGES /Ilyr, EXISTING UTILITY POLE TO BE REMOVED �8- EF'21� I I COEFFICIENT OF ROOF,PATIO,DECK AND GRAVEL DRIVE = ID 0 1 � I TOWN ENGINEER FOR APPROVAL. FOR STORM DRAINAGE LEAGHIN6 POOLS: LEAGHIN6 EXPAN51ON II 1 /� I In Q L(� EX15TINC7 5POT ELEV: x6.0 PER UTILITY PROVIDER5 REQUIREMENTS PIPE, > ] d I 2. ALL GONG GEMENT U5ED IN THE PROPERTY LINE = 5'MINIMUM POOL /�^ POOL �° AREA: O < N O HIGH DENSITY - Kia " MANUFAGIURING OF PRECAST STTZUGT.SHALL BUILDINGS WITH CELLAR = 10'MINIMUM 1 LP `% 1 EXP ` EXISTING CONTOUR rn / \�'\'\��/2�� PROP.ROOFED OVEROP. 15t FRONT N ENTRY PORCH2nd 5TY 54 ADDITIONS = 588c8 SQ.FT. Z Qn POLYETHYLENE(HDPE) I {✓ 000 H-20 8 THK TRAFFIC DEVELOP A MIN COMPRESSIVE STRENGTH OF BUILDINGS ON 5LAB = 5'MINIMUM `i _ O - - 5 SIZES: k ;, , �X �I a BEARING 5LAB 4000 P.5.1.IN 28 DAYS. WATER 5ERVIGE LINE/LATERAL5/MAIN5 = 10'MIN, TO BE REWORKED: _24 - l,2 PROP.REAR DECK = 207 50.FT. 1 L- . ROOF LDR CONN= y' x 3. ALL DRAINAGE STRUGT's SHALL BE PLACED UNIDERGROUND UTILITIES = 5'MINIMUM b........• ` �EL`� �i �/ O�� PROP.REAR RAISED PATIO = 3TI 5Q.FT. O Z b"d MIN ,. ,r v / G / Q W :�,. IN ACCEPTABLE LEAGHIN6 SOILS(SP OR 5W), SANITARY SEPTIC TANK = 20'MINIMUM TEST HOLE Z / i ► ` � NET PROPOSED = 3,526 50.FT. � { IN THE EVENT POOR LEAGHIN6 MATERIAL 15 5ANITARY LEAGHIN6 POOL = 20'MINIMUM EX15TINO CONTOUR: � I ~ 4 X 4 WRAP WITH boz.(MINI) ENCOUNTERED,EXCAVATION 15 TO Bf= PUMP STATION = 2O'MINIMUM = 6_ I / PROP.ADDITIONAL PERVIOUS GRAVEL DRIVE/PARKII I6 AREA = 1,142 5Q.FT. NONIWOVEN 6EOTEXTILE FINISHED FLOOR ELEV F.FL.EL. �p I / O -) Q x > y\/ (FILTER FABRIC) CONTINUED TO SUITABLE MATERIAL AND BACK MANHOLE = 20'MINIMUM O\ rn �, FILLED A5 DETAILED. I PRIVATE WELL5= 50'MINIMUM GARAGE FLOOR ELEV G.FL,EL. = PROP.CONTOUR: �,t �(��\' vQj PROP05ED BUILDING ADDITIONS. PORCH, DECK AND PATIO AREA: � �--� 4.USE 15 DIA CORRUGATED HIGH DEN5,7Y RETAININIG WALL5= ID MINIMUM 8 A I I \� (`- ALL WALL SEGTION5 d 3,526 5.F.x 0.161 x 1.0 = 588.84 GU.FT. 5 MIN I I o 3'MIN TOPS SHALL BE 5ET IN POLYETHYLENE(HDPE)HEAVY DUTY PIPE FUEL 5TORA6E TANKS(BELOW GROUND) = 20'MIN EXI5TING UTILITY POLE `�, DIIELLINO � 5TORAGE VOLUME REQUIRED = 581 GU.FT. A BED OF MORTAR FOR INTERCONNECTION OF ON-51TE 5TORM PROP.SPOT ELEV.: x8.0 PUBLIC HATER O �rn LOT 47 , U56 I -8'OxW LIQ. OP.LEAGHIN6 POOL PAGE. WATER LEAGHIN6 POOLS HORIZONTAL SEPARATION DI5TANGE5 FOR 5TORM LOT 132 r 5TORA6E VOLUME PROVIDED = 541 GU.FT. 8'DIAMETER U5E 6'5OR 35 TO CONNECT DOWN5POUT5 TO DRAINAGE NON-LEAGHIN6 5TRU6TURE5: SGTM# _z 5ELEGT GRANULAR 501L DRAINAGE SYSTEM A5 5HOWN. PITCH AT WATER 5ERVIGE LINE5/LATERAL5/MAIN5= V MIN PROP05ED STORM DRAINAGE 5TRUGTURE5: 1000-III-12-05.2 I I \,\N� / 1 BAGKFILL FOR PERIPHERY I/8"PER FOOT MIN.IN DIRECTION OF UNDERGROUND UTILITIES = 5'MINIMUM \ - - 0 PROPOSED ADDITIONAL PERVIOUS GRAVEL DRIVE/f'ARKING AREA: m EXCAVATION AND BAGKFILL WITH AGGEPTABLE 5TORMWATER LEAGHIN6 POOL -5D \�62 °-� PARTIAL SITE PLAN - DEMO 1,142 S.F.x O.IbI x 1.0 = Ig0.11 GU.FT. LEAGHIN6 MATERIAL(5EE NOTE#5) AND BOTTOM LEACHING LEAGHIN6 POOLS.PROVIDE BOOT / 1 , �j6 5TORAGE VOLUME REQUIRED = 141 GU.FT. (5EE MOTE#5) CONNECTION TO DOWNSPOUT. VERTICAL 5EPARATION 015TANGE5 FOR 5TORM (5EE DWG.FOR COVER REQ'MT5) 1 `P GROUND WATER USS: I -8' x6'LIQ.DP.LEAGHIN6 POOL A.HDPE PIPE SPEGIFIGATION(AASHTC M-294) DRAINAGE LIMES: �`i spi B. IN5TALL'N OF HDPE SPE(.(ASTM 0-2321) WATER 5ERVIGE LINE5 = 18"MINIMUM 0 OPEN COVER TO GRADE 57011 VOLUME PROVIDED = 253 CU.FT. STORMWATER LEACHING POOL TYP DTL (.WATER-TIGHT JOINT TESTING 5PE6.(ASTM 5ANITARY WA5TE LINE5= 18"MINIMUM 0 5OLID COVER TO GRADE EL:261' EL_h4 PIPE / TL CONTAINMENT YOLUI1E REQUIRED: 180 GU.FT. 0-3212) SOLID COVER BELOW GRADE RID 30 15 0 30 60 qO TL CONTAINMENT VOLUME PROVIDED: 844 CU.FT. NOT TO SCALE D.GASKET 5PEGIF16ATION(ASTM F-4-n) GRAPHIC SCALE I" = 30'-0° 5EE STORM WATER LEACHING POOL DETAIL,THI5 DWG of 4 N 310 382 Y 8 /j a��a• A� i I GDSlb .,A d O.pi 1 ma, e Pn'mT I 11 1 e 6 I P'm•�T ul f 1Q© yp ,4 1 {+ Pml o I I ,3 (,.n do't=, O y ,\ 9 Pa -P@� '�' 1 GA(c) - 001 m 7 2A(c) 12 ,8 ,3 `yl °el 1w Ps, m o P ftt 28 0 se .\ C1 Z 27 Y-< ' ,5 2� ,2 yA+ , 16 Cpfi .m 7. $4 ,� - 171 ,m �+Cha °e Z pso m, ,3P1 s° tP 5 ,2 •$ 1-7A --- �'a 29 Z $� � -m+ P�C7 4ep 30 /a `, 161.6A(cy ,SP,�cI y w 1ID m° m © 261 `7 ( i- '+'P 8 P 1,LP P ,2 20 ae° �'^pm` 31A I (50'121�, aLO o\•• sOi g �j° ,, 21 3 y+ •a y° ,12 Laa 3 1 I p '�•• 1 3A(c 0+ 55-' 8 �a a i ,� g N1s1 10 - 1 Nwi 11 " S a of 23 24 ♦o° ��a -ma - Nt1 54 g _ i .� M 23 7-1 Pu+, BAY '`0`a ,m, 'fi s 1-1A(c).,' \\�•• `°1 a 7" L� r \ 0 efe Cpt41CI m y 24 01, , ^10 151 I , +� e 1 OAC) e °4s`� 2 11 OA(cj 11 I ,31 ,2 I @ I FwN c, (S �'" 72 1 e s+ \ W 'yo¢5 1 OA(c) I I P.,, I w'1 '� �'' 28A(c) yP Y) I 1 I+ a1s p. 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