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HomeMy WebLinkAbout1000-10.-9-3.1 OFFICE LOCATION: �*rjf Soyo MAILING ADDRESS: Town Hall Annex �� lQ P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 O ® �Q �yeo NT`I LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To Glenn Goldsmith, President Town of Southold Board of Trustees From- Mark Terry, AICP LWRP Coordinator Date: October 15, 2021 Re- LWRP Coastal Consistency Review of J. GEDDES PARSONS SCTM# 1000-10-9-3.1 J.M.O. Environmental Consulting on behalf of J. GEDDES PARSONS requests a Wetland Permit and a Coastal Erosion Permit to demolish existing single-family dwelling; pump out the existing sanitary system and remove all material from site; construct a new single-family dwelling with attached garage, three (3) drywells for roof runoff, decks and steps for a footprint of 4,306sq.ft.; install new water service; install a new I/A OWTS sanitary system and regrade; to repair the existing 132' seawall; to construct a new 132' block retaining wall landward of existing seawall; to backfill the structure with approximately 95 cubic yards of clean fill to match existing elevation; and to mulch and seed the 2,630sq.ft. disturbed area. Located: 515 Sterling Street, Fishers Island. SCTM# 1000-10-9-3.1 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, it is my recommendation that the proposed action is INCONSISTENT with the LWRP Policies and therefore INCONSISTENT with the LWRP. 1. Verify the purpose of the 95+ CY of fill seaward of the Coastal Erosion Hazard line. 2. It is recommended that the Board verify the FEMA VE(velocity hazard)flood zone location on the parcel. The 73' setback proposed locates the structure further seaward than the existing structure. Suffolk County Aerials show that a portion of the existing structure is located within the zone. 3. The increase in structure size within these"structural hazard areas" is unsupported and not ,consistent with Policy 4. The seawall work is recommended as CONSISTENT. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Town of Southold RECEIVED F LWRP CONSISTENCY ASSESSMENT'FORM 0 C T 0 7 202 1 Southold Town A. INSTRUCTIONS Planning Board 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a 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, eValuafed_ as to its sib t beneficial and_adverse effects won the coastal area(which includes all of Southold Town . 3. 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_defail, Iistiu both_supporting and n n__ sunmortinafacts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,.it sb all not be undLdgken. 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# Olfl _� 3•l PROJECT NAME CQ(,,SArcejLNQv\ X (a- Ce—,J ��`���� S_aWA4 Q L)N� The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees _ 1. 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: r -- _ l J. M.O. Environmental Consulting Services Diane DiSalvo Board of Town Trustees Town of Southold ?' Town Hall Annex AUG 31 20 1 i 54375 Route 25 ;+ v�1,i4J;d leen P.O. Box 1179 60or of Trustee Southold, NY 11971 Re: Parsons, 515 Sterling Street, Fishers Island S.C.T.M.No. 1000-010-9-3.1 Ms. DiSalvo- I am writing you in response to your e-mail of yesterday requesting _additional information-regar_ding this.application. At the present time I am also requesting to modify our permit application. The modified project description is "The applicant proposes to demolish an existing single family dwelling; pump out the existing sanitary system and remove all material from site; construct a new single family dwelling with attached garage, three (3) dry wells for roof runoff, decks and steps for a footprint of 4,306 sq. ft.; install new water service; install new I/A OWTS sanitary system and regrade; to repair existing 132' seawall; to construct a new 132' block retaining wall landward of the existing seawall; to backfill the structure with approximately 95 cu. yds. of clean fill to match existing elevation and to mulch and seed disturbed area (2,630 sq.ft.). Phone (631) 653-0607 • Email Gjust10215@aol.com 121 Jessup Ave • 2nd Floor • P.O. Box 447 Quogue, New York 11959-0447 For review I have enclosed a "Coastal Erosion Application Data" sheet, four copies of the plans for the proposed seawall work as well as the additional application fee. Upon review please feel free to contact me at any time if there are any questions. Respe lly- Gle . Just Location of action: r I,nC S+rers Icy Site acreagq, 5 Present land use: -S I M M --Oa �-y\m A Lie k Vwj Present zoning classification: 7-q 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided eS (a) Name of applicant:, szr R (b) Mailing address: i� tj:R4tssA—A "�A- die 1, �r�s no- =P�_:E t�q 3 (c) Telephone number: Area Code( (d) Application number,if any: Will the action be directly undertaken,require funding, or apyroval by a state or federal agency? YesEl Nom If yes, which state or federal agency? &J-�=S C� 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 LVWRP Section III–Policies; Page 2 for evaluation criteria. Q Yes 0 No F� Not Applicable a-4 � .` 7 i Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See OWRP Section III—Policies Pages 3 through 6 for evaluation criteria R1 Yes F1 NoEl Not Applicable tbe— ,' G� d t`� O p Ca Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. -See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria [il Yes Q No F]' 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 a No 1-1 Not Applicable •^1 ,` C f � t 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 0 No E]Not Ap licableGA 1 n r - 4�1 1 ►, t; 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. c� a a Yes No Not-Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWIIP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes [7] 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. F] Yes No © Not Applicable 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 LWR.P Section III—Policies; Pages 38 through 46 for evaluation criteria. n(� Yes ] No❑ Not Applicable Attach additional sheets-if necessary WORIUNG COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III-Policies; Pages 47 through 56 for evaluation criteria. Yes .❑ No ❑ Not Applicable c � 's r-k 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. 1y 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. F] Yes 1-1 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 Q Not Applicable �M kni 46 PREPARED BY ;TITLE DATE - � - i w � n�P 1>ti�1 t ' `NIC L&LLa 11j, BY: RH STROUSE yam t `t t. 0"- 12" TOPSOIL 3 SM-35 ®9s j 12 26 SANDY- 40"- ANDY 40°' 204" WELL EXPECTED GROUND j­;- p rc.. zt t Cy e 9FIC®11O�ISr P R E-Riberhead and PI 4 F n?t `; LY DRILL ... .2 HOLE COASTAL EROSION ' HAZARD LINEIN, Cyd 100 EXISTING �� . CONCRETE `'`::<c.=;;w• �19H d \ \ CAP EXISTING SEA WALL PROVIDE SILT FENCE \� \ S 65'41'00" E MAINTAIN DURING CONSTRUCTS 35.®0° r \ POLE STOCKPILE AREA t s=;°=ry b PROVIDE DRY WELLS FOR ROOF DRAINAGE (TYP.)-3 DRY WELLS) DET/TL) ?+ JPROPOSED-2 STORY 1��'; lgtiljuli,;hyTiy S BEDROOM RESIDENCE } (FF-22,7) WITH Y :,5"edar \ IIQ r L illE ;'i;,u° ' ATTACHED ' *'a r Gr I��T,`�II'�F6..:,'j: "f�k ,I'= 7':.`a,f - \ ( \1 � ,4 t'-�„`'nR,l� ��,�� ��. ;V 4Y1, Ck' �'FI GABA (FF 21.33) AND `-1 s, 4.r r�u Isr —li 4'�1 "{�1_ 1'y 'Xu UNFINISHED BASEMENT (FF-14.16) -�r,�_ti_�� i�f-;y, .Y •,�����in ,,�, Iii{,kr+xvy4���,1�d�rti, �`�� f , 1 PORTION OF STERLING STREET DISCONTINUED BY THE TOWN JULY 9. 1963 P` •3�: � ,�1i ,yl;yp'i��m,['��'�,,�tw�,e�l�,t «r15,, "��- �1`�6+/ � 1"on_ 4 9 k��'''�lip ul' \ DRILL PROVIDE NEW WATER SERVICE- �3` i� il'- a h 1 4, �„ ,I' stn, ' t HOLE/ COORDINATE W/F9 WATER WORKS rE tir gig •- REMOVE9D(ISTI r ( � M - , RESIDENCE..,PUMP EwST1NG SEPTIC SYSTEM-ALL ,--MAIERIAIM BE REMOVED ) ' Q�i4°5�'II~:(PROVIDE FORM WWM-®s0 r ✓x-w✓ t�r; jt, � :. 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E REC.x(, _. 2.3.t F"^n•.13LAN0 n FERRY D 60: m. 1 COUNTY OF SUFFOLK _; Ao C2� .� —.z- 1.:"1 Real Properry Tax tiervtcc Ag,-y W _ v t �4 IN 'w+ -- eae_JL _ u. —_— ,.�,. __—e — � ,. .11p('vmr./Pnn:R.e,NMNYIttVII C0.MVTMwvD M aF fOUTXOLD OIO (21) 0"... .. � 'Yrt1B,Ig4B5t:H aE 1,E p ,N ar ,8. SpN�K,E,cY CONSTRUCTION SEQUENCE WALL & WALL REPAIR 0 10 - -- 10 N ° N ° M A. A. STAKEOUT LIMIT OF DISTURBANCE. � N B. HOLD A PRECONSTRUCTION MEETING. 0000 .� (2) #4 BARS IN 00 LOAM AND SEEDPROPOSED _ BOND BEAMS AT CAPSTONE C. REMOVE EXISTING CONCRETE CAP FROM EXISTING SEA WALL N T l z � GRADE `.J 8 �? 8 D. INSTALL HAY BALES ALONG TOP OF SEA WALL �' a_ 0 INSTALL HAY BALE J„� �D 4� BARRIER AFTER TT �� � E REMOVING EXISTING I ''� #4 BARS @ 16" O.C. LLj CONCRETE CAP E. PERFORM ALL NECESSARY CLEARING AND GRUBBING OPERATIONS. � �+ LAP 24" MIN W/FTG STEEL r WALL FINISH AS SAW AUT NEW CONCRETE ALONG �� F. DIG TRENCH FOR PROPOSED WALL • - - - DIRECTED BY OWNER REAR FACE OF EXISTING WALL STONE W N �" o PROVIDE EXPANSION JOINTS 10' O.C. r - --•- -- T ____ G. INSTALL CONCRETE FOOTING N CD 0 6 6 H. CONSTRUCT BLOCK RETAINING WALL 4-' D o0 F- PROVIDE NEW z CONCRETE CAP •r"� N Q o a EXISTING GRADE a T- �- ,. I. STRIP ALL TOPSOIL IN THE FOOTPRINT OF THE CONSTRUCTION SITE. AND a (SEE DETAIL) STOCKPILE ALL TOPSOIL N AN APPROVED AREA AND SECURE WITH EROSION SITE O � � v U 0 SANDY FILL ___� SEDIMENT CONTROL � > �+ U ° _ FILTER PROVIDE 4 J. ROUGH GRADE SOUTHWEST SIDE OF NEW RETAINING WALL 4 FABRIC F-� �n cn GRAVEL BASE U O � °ow K. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROLS �T CRUSHED STONE PROVIDE 4" DIAMETER - MHW y,► W BACKFILL I I WEEP HOLES 10' O.C. L. PROVIDE NEW CONCRETE CAP FOR EXISTING SEA WALL p HORIZONTALLY m M. FINISH GRADE, SEED, AND MULCH. T l � _> a-- 2 '-� 2 N. ALL REMAINING EXPOSED AREAS SHALL BE LOAMED, SEEDED AND MULCHED OR - . • : ' • '' SODDED WITHIN 14 DAYS OF FINAL GRADING. 6 �'�/ �� ULu co #4 BARS ® 12" O.C. #4 BARS ® 30" O.C. MLW NOTES g M co O l DOWEL - #4 ®16° �3 1. CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS 2. CONCRETE FOOTING SHALL BE PLACED IN THE DRY. THE EXCAVATION MAY FLOOD 0 - ---- 0 WITH THE TIDE AFTER INITIAL SET OF THE CONCRETE HAS OCCURRED Q0 Q0 LCA d \ 3. STEEL REINFORCING SHALL CONFORM TO ASTM A615 GRADE 60 AND BE EPDXY Ln Q0 COATED 4 GALVANIZED WELDED IEANDINBORCING PLACEDHATLMID NDEEP H FORM TOFASTM E SLAP. SPLICAND ES SHALLE HOT DIP BEA LOCATION MAP SCALE 1 "=400' MINIMUM OF 6 INCHES 0+00 0+10 0+20 0+30 5. WALL STONE ON THE FRONT FACE SHALL BEAR ON THE MASONRY SHELF AT THE MAP REFERENCES OR BELOW THE PROPOSED TOP OF SLAB. STONE FACADE SHALL BE ANCHORED TO kr r BLOCK WITH ADJUSTABLE GALVANIZED OR STAINLESS STEEL MASONRY TIES PLACED ' A 2 1 0 2 AT 16 INCHES ON CENTER HORIZONTALLY AND VERTICAL. TYPE OF ANCHOR TO BE 1.) PROPOSED LOT LINE CHANGE PREPARED FOR HARRIS B. PARSONS & ELSIE r DETERMINED ONCE WALL FACADE STONE IS DETERMINED BY OWNER W. PARSONS; FISHERS ISLAND, NEW YORK; CHANDLER, PALMER & KING; GRAPHIC SCALE IN FEET 6. ALL MASONRY BLOCK SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2150 NORWICH, CT.; DATE: NOVEMBER 15, 1991; SCALE: 1"=20'; SHEET 1 OF 1 PSI AND CONFORM TO ASTM C90 7. MORTAR USED FOR THE WALL CONSTRUCTION SHALL BE TYPE S FOR EXTERIOR ' APPLICATION ° I 8. SINGLE GROUT PLACED IN THE MASONRY VOIDS SHALL COMPLY WITH ASTM C476 I AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI 9. SAW CUT RELIEF JOINTS WITHIN 3 DAYS OF PLACING CONCRETE SLABS. SAWCUT ALONG THE TOP OF THE EXISTING WALL SHALL FOLLOW REAR FACE OF EXISTING 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED STONES TO SEPARATE SLAP ON WALL FROM SLAB ON GRADE HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO N/F D(ZIf_L o.es ALTER AN ITEM IN ANY WAY. WF PEISHOFF f1OLE 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF \ THE LAND SURVEYOR. \ 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC W SURVEY TRIANGULATION STATION "PROS" 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, \ EXISTING S� SECTION 010, BLOCK 9, LOT 3.1 Z Y J \a.aa SEA WALL \ 6. TOTAL AREA = 1.90* ACRES. X o.s7 \� ) O p Q 7.) SITE IS LOCATED IN R-40 ZONE. ct � 8.) F- Ljj _-ASE FOR LEVELS: NAVD88 z 0 < F- Z 46 EXISTING 0 � CONRETE LIMITS OF CAP \ H < V) ER � J CLEARING ` \ e REMOVE EXISTING CONCRETE C 0 Ld W H - Q \ X 0.79 INSPECT AND REPAIR Q 5.06 SOUTHWEST SIDE OF WALL \ \ PROVIDE NEW CONCRETE CAP w \ \ \ PROVIDE NEW BLOCK RETAINING WIDTH VARIESUj `O _ (2)-2"x2"x3' U) 0 ALL DWALL EMOLITION SEE (MATERIAL TO BE 3 , p� ' BAMBOO \ \ ,? � EACHEBALE CONCRETEC�URFACELTOSBEC V � W REMOVED FROM SITE FINISHED WITH A WOOD FLOAT =' \ X106 OR BY OTHER APPROVED \` 3 MEANS O THICKNESS VARIES COASTAL EROSION 4 q9 \ RISE 1/4" PER FOOT . HAZARD LINE � \ \� \ \EX(STING \\ \\ xs \ 1 HAYBALE BARRIER \ O NOT TO SCALE PROVIDE GRAVEL 6x6 10/10 WELDED \ 0.95 \� BASE AS DIRECTED WIRE MESH \ X INSTALLATION & MAINTENANCE \ e GRADE"W t96 To' MATCH \ STRIP SOD m \ \ EXISTINGYATION 3 �� STRIP & STOCKPILE LOAM 1. Bales shall be placed with the ends of the bales tightly s.a7 FILL & GRADE \ ` FILL REQUIREf� x abutting each other. CROSS SECTION \ sty \\ REPLACE LOAM 2. Each bale shall be securely anchored with at least 2 stakes and Z \ 95* CU. YCaCaS \\ \\ 28 s.23 SEED & MULCH \ AREA GP DI �iBANCE \ X X gaps between bales shall be wedged with straw to prevent water JOINTS SPACED APPROXIMATELY 20' \ 2630* S.F. ' .� from passing between the bales. DIVIDED INTO RECTANGLES AS DIRECTED Z a_ z 1.s° y 3. Inspect the haybale barrier at least once a week (preferably O 0 twice and after rainfall events of 0.5" or greater. THICKNESS VARIES (4" MIN.) Uj w LIMITS OF GRADING \ `` PROPOSED X ) g - w AND GROUND DISTURBANCE \ STEPS 4. Remove sediment when deposits reach approximately 1/2 the � . . 7 . � � \ - height of the bale. Sediment shall be deposited in an area which is \SRET +� < o \ 5.33 not regulated by the Inland Wetlands Commission. FLAG 1.70 0 > `� PRpp�} \ 5. Replace or repair within 24-hours of observed failure. Failure POLE RETAINING .3 \ may include: �\V �\ V Ai \V AV AV AV A /� w � WALL, " -Overtopping, undercutting or bypassed by runoff water, \\�\\ \\\\\\\\\\\� o CN 6.8 -Bale has been moved or knocked over. \ / 6x6 10/10 WELDED 2.71 -The hay has decomposed or has been damaged. PROVIDE GRAVEL WIRE MESH o APPROXIMATE LIMITS OF 10" TREE r> \ i BASE AS DIRECTED FLOOD ZONE VIE FROM FIRM MAP �Z ` /L 3610300019H \�\ �'- � V LONGITUDINAL SECTION SEPTEMBER 25. 2009 \ \\ E srocK PILE - CONCRETE CAP Q �, AREA \ 3.36 - NOT TO SCALE - 70 m PyyPaFrrjj ,: - -- o 00 co • \ \ \o i � 3.4 7 FF YISI \ \ ,� tea U9 6 1:! o z CL z o • �2 .' � a 9 �, 4,./ m 0 Li \ \ 6.5 Al / AUG 31 2021 w z 1 w ��•• � O O R v� ��a O O W W DECK \ cn a O a � O O out Id W m M W O O L� I tll \ \ \ \\ Board of tees DATE: 11 �06/2014 Ili \ \ \ / I F SCALE: AS NOTED An N/F NOW OR FORMERLY SF SQUARE FEET QUALITY CONTROL CERTIFICATION / �i���� R€ GROUP REVIEWED DATE OR \ �`��F 4 �� �� ��,s v �� ����� �` � - 1 O EXISTING CONTOURS SHEET PROJECT MANAGER F > \\ ch' \,\ � / ,� �.. ��� ��. ����� � �� .�,, �� �.°2 7 PROPOSED CONTOURS 1 OF 1 SURVEY \ � 10 5 0 10 � �` � � z �b24 �F� v � �` STONE WALL ENVIRONMENTAL \ CIVIL \\ / GRAPHIC SCALE IN FEET IMAGE 1 RETAINING WALL STRAW BALE BINDER Dra%ingCopyight02015 PLASTIC LINING WIPE .t PROVIDE LOCKING CAST IRON NATIVE MATERIALTO ) COVER TO GRADE- 2' MAX. (TV) C, TEST HOLE DATA l _ LNI�� 4" INLET PIPE BY: RHSTROUSE P.E.L.S. DATE: 04-22-2021 \ - ``� r SECTION B-B N \•� METAL S00 OR NOT TO SCALE 20" = SDR-35 d 1% (MIN) 0"- 12""TOPSOIL f �� WEST Cross y, (2 PER BALE) 12„ 26 SANDY SUBSOIL � � ,.�� I � -•-� 101 East River Drive,1St Floor -GIs �G ;✓T 'j tl 33 Wilbur East River 06 Fl T 06268 " 40"- 204 WELL GRADED COURSE SAND-FEW FINES-SW �. ` HARBOR 1 , 108 �,` QFpG/ _ C, � ^ - - - - - - - - - - - - - < EXPECTED GROUND WATER ELEVATION- BELOW ELEVATION 7 �`� ( 860-885-1055 vrww.chacompanies.com NEXT PIPE 10 ..MIN..:'.....:, N' dr� � � -•--'-'\ 1 / / �'�. SOIL CLASSIFICATIONS 6 t I t' RpE-Riverhead and Plymouth very bouldery soils- 15-30% slopes FILL VARIES ® ®® ®® ® R I I RIC .I CONSTRUCTION ENTRANCE '! - - NOT TO SCALE \ o I ®®® N710 <- = V NOTES: PLASTIC STRAW BALE (r �` LINING PLAN (TYP) 1. REMOVE TOPSOIL AN ORGANICS PRIOR TO PLACEMENT OF CRUSHED STONE. NOT To SCALE !� 8'-6" 2. ENTRANCE SHALL BE 12' WIDE MINIMUM. yr�q�ryTT Pff COARSE SAND-GRAVEL (SW) Z 3. SUB-BASE OF FREE DRAINING BACKFILL MAY BE USED IN LIEU OF ) GEOTEXTILE FILTER FABRIC. NOTES: 4. MAINTAIN BY TOP DRESSING WITH ADDITIONAL STONE AND REPAIRING RUTS 1• DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL CONCRETE AS REQUIRED. ADDITIONAL LENGTH MAY BE REQUIRED IF SEDIMENT IS CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING LEACHING GALLEY PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONG/TRUCK, GROUNDWATER TRACKED ONTO PAVED AREAS. ANY SEDIMENT SPILLED, DROPPED OR 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). V-9"X8'-6"x4'-6-1 2" DRILL TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY. NOT TO SCALE / HOLE 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMDvED FROM COASTAL EROSION ' PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES S r*1 75% OF ITS CAPACITY. HAZARD LINE s�•� '�y� '' �, 1� / SITE PLAN 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CCNTAINMENT \2 OF WASH WATER. �` ` ?sr, �0 v� : ' �y �o `~-� _ PREPARED FOR: N/F �,.�0 EXISTING N F ELIZABETH PEISHOFF LIMITS OF FLOOD ZONE VE 9� CONCRETE Vic, �\ q 9 J. GEDDES PARSONS / SINGLE FAMILY RESIDENCE FROM FIRM MAP 36103CO019H y0 CAP c�ti 9 515 STERLING STREET CHARLES W. GREENLEAF SEPTEMBER 25, 2009 h ' \ �i Ci "VACANT LAND" MUNICIPAL WATER EXPANSION AREA �' o" s ' F FISHERS ISLAND, NY ON SITE SEPTIC SYSTEM (2 CHAMBERS) N 693�5,�. EXISTING �> > ,,.•; 5" ,t 3 ��.2 PROVIDE \ \ SEA WALL LOCATION MAP SCALE 1 =400 2 \� N ��Ol � SILT FENCE �\ � " 2 _ 'MAINTAIN DURING STAIN 6T34 00 E 81.0 0" E g6.07r - CONSTRUCTI ��� I S�� �� FLAG' 35.0.41'00" E 3.34 \ \ _N 80 PROVIDE 4 n` POLE \ NOTES --` .64• LEACHING CHAMBERS \ STOCKPILE , Gxo TRAIL \ (SEE DETAIL) �/�� ��� \ AREA \ \ ;� �\ BENCH MARK 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED -! -- BRAD AREA TO 5X \ \ \ \ ��� \ ^ \ = ' HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO \ PROVIDE \ TH \ ;c �\ BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE DISTRIBUTION \ '� ENGAGEMENT. BOX (SEE DETAIL) r' ° cP �'� \ \ , /0,_ PROVIDE DRY WELLS � FOR ROOF DRAINAGE 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, PROVIDE 1500 GAL O \ UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ( o v) `� SEPTIC TANK (SEE DETAIL) \ + (TYP•)-3 DRY WELLS) ALTER AN ITEM IN ANY WAY. N F / /- �- \ \ A7 (SEE DETAIL) IN. �/ �O/ 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S MONTAUK LLC SUBJECT 0 RIGHTS ACROSS "RESTRICTED LAND" 'P� \ '; ;;; �. SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF v:/ 'hPROPOSED-2 STORY THE LAND SURVEYOR. SINGLE FAMILY // i/ �' _ AS NOTED IN LIBER 8367 PAGE 58` ''` r-� IN ORDER TO PRESERVE WATER VIEWS \ c' _ -'"� "'\ `:..;'`' y 5 BEDROOM RESIDENCE RESIDENCE ° R\ '"'",�, ./ (FF-22.7 WITH ATTACHED ) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC /��\�"��I �L.0 FOR ABUTTING PROPERTY \ \1 ) 4, MUNICIPAL WATER / NS <�� 26 GARAGE (FF-21.33) AND :::::i::J:11111:1:1 '... ...... "PROS" •l • -� ( � \ \ 'o UNFINISHED BASEMENT SURVEY TRIANGULATION STATION PROS . ON SITE SEPTIC SYSTEM I 2X2 5/8 16 GA. 25. ! (FF-14.16) -� c ��� 3 r, \ ° ,� I ) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, WIRE MESH ( `\ \�• / 5. 1 1 1/2" / ///I� �'`�C�, c'., SECTION 010, BLOCK 9, LOT 3.1 x" Q / - �" PORTION OF c a 1-� .,1 �- �j / �/ C w -� CENTER OF STERLING STREET - - WIDE WATER LINE r, 1 '::....t /' DISCONTINUED BY 6.) TOTAL AREA 1.901 ACRES. clioclsrlNc '� �`/ / �� RIGHT OF WAY \ d' `� 6, THE TOWN JULY 9, 1963 �. RESIDENCE. �' c \ PO �'- LINE NOT IN / �Y / , t•',l � IsIT ,, ;:;::.:.: , I . �!� 7,) SITE IS LOCATED IN R-40 ZONE. 1 • '� `'" SERVICE PER / . ..:...::; .. . �� DRILL , PROVIDE NEW WATER SERVICE- HOLE e :.,.: ` ( �- FI WATER WORKS / 3 f / 3 V COORDINATE W/FI WATER WORKS 8.) BASE FOR LEVELS: NAVD88 �..: / a IT IS A 44-TION OF LAW FOR ANY PERSON,UNLESS THEY ARE o I / .� ��� ` CENTER OF / / ( (�1 1 N REMOVE EXISTING 9.) PERCENT OF LOT COVERAGE PROPOSED- 5.2% ACTING CINDER THE DIRECTION of A LICENSED PROFESSIONAL 10' WIDE "� RESIDENCE. PUMP EXISTING ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT OR LAND J \ POLE LINE ( c 1 O SEPTIC SYSTEM-ALL SURVEYOR TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE 2" i ° v � / \ / � , � i0 10.) THERE ARE NO DOMESTIC WELLS WITH 150 FEET OF THE PROPOSED STAMP OF A LICENSED PROFESSIONAL IS ALTERED,THE ALTERING 2" / RIGHT OF o `,v o MATERIAL TO BE REMOVED DEVELOPMENT. ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE WAY " G,, �v / y FROM SITE-(PROVIDE FORM WWM-080) NOTATION'ALTERED BY'FOLLOMFD BY THEIR SIGNATURE,THE STANDARD D-BOX , S 1 T04 00 W : DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION NOT TO SCALE EXISTING \ \ \ \ \ 67.y • 31.50' N I �! �� '/ / PROVIDE N/F OF THE ALTERATION. GARAGE 7� �0��4 u� Iw / t CONSTRUCTION THOMAS J. SHILLO SEPTIC SYSTEM DESIGN FOR 5 BEDROOM RESIDENCE 41 �s ENTRANCE PROVIDE: CLEAN-OUT IN BASEMENT- PROVIDE 4" C.I. PIPE TO SEPTIC TANK. SUBJECT TO RIGHTS ACROSS "RESTRICTED LAND �' ° a° J ' `��' (SEE DETAIL) SINGLE FAMILY RESIDENCE PROVIDE: 1500 GALLON SEPTIC TANK- INLET INVERT = 20.0 AS NOTED iN LIBER 8367 PAGE 58 I I T�I ?'p0� o�� MUNICIPAL WATER OUTLET INVERT= 19.75 / IN ORDER TO PRESERVE WATER VIEWS CENTER OF \ I r, 1 POLE ON SITE SEPTIC SYSTEM PROVIDE: 1 DISTRIBUTION BOX- INLET ELEVATION-19.5 a8 FOR ABUTTING PROPERTY POLE LINE I a' / PROVIDE: 2 ROWS OF LEACHING GALLEYS (SEE DETAIL)- INLET ELEVATIONS= 19.0 16g' RIGHT OF WAY ` S S XISVEL MON. /ua LEACHING REQUIRED-400 SQ. FT.- PROVIDED- 424 SQ. FT. SILT FENCE N ,,. � � � I ��� GRAVEL (BURIED) � N 1582.94 14.5 " 46 sp , PARKING CONNECT ROWS OF CHAMBERS AS SHOWN WOVEN WIRE FENCE (MIN. 14 IN / �s 1 Y W 172.66 GAUGE W/ MAX. 6" MESH X48 \ ( I I �' , F USE CHAMBERS MANUFACTURED BY DIAMOND PRECAST PRODUCTS SPACING) \ \ � ,j� � � ► N/F EXISTING MARTHA A. REMOVED.SEPTIC SYSTEM PROVIDE FORM TO BE OLOOCATED, PUMPED AND 10' MAx CENT 36" MIN. LENGTH FENCE \s \ \ \ I /I' / I `�` j 3 TORRANCE & ER TO CENTER POSTS DRIVEN MIN, 16" INTO GROUND ; I LUCIE T. TURRENTINE S 6,V32'000 E "VACANT LAND" 136.61� 1 I I �/ y�-� � JOBE GEDDES ACQUIRED IARSONS - ' N/F I , N 09'24'47.79' I� PROVIDE II JAMES & JEANNIE BALLENTINE LIMITS OF ✓ N 3 SINGLE FAMILY RESIDENCE z 3 DISTURBANCE STAGING' y ,� WASHOUT PIT „ HEIGHT OF O 28,000± S.F. MUNICIPAL WATER c o (SEE DETAIL) FILTER = 16" MIN. ON SITE SEPTIC SYSTEM �C w EASEMENT AREA FOR S 25.01'15" W KNOCKOUT INLET AND PARKING- AREA= N 65'00'03" W ` 45.74' OUTLET OPENINGS 1,384± SQ. FT. 23.75' EMBED FILTER ' SHED A C� O CLOTH A MIN. OF � y "DRY" BUILDING 6• -� � � o� 6" IN GROUND O` i 1V /2 W 1201:89 RIBS INSIDE PERSPECTIVE VIEW s 25•o1'17 00'' %/ �/i 4, 00 _ IRON PIPE Ll7 App'd By Date WOVEN WIRE FENCE (MIN. 14 160.56' No, Submittal/Revision 1/2 GAUGE W/ MAX. 6" MESH \ SPACING) WITH FILTER CLOTH z PROPOSED ROOF LEADER IPo� S 5439 15" W / Mcp�O � RESIDENCE (POUND) 36" MIN. FENCE POST 0 N F / /// j CAST c? I UNDISTURBED " ROBERTA C. ELWELL / CONCRETE COVERS o FLOW__._ GROUND 4" PVC WYE / / III 0 OVERFLOW SINGLE FAMILY RESIDENCE / PLAN tu^ 2 3 2021 V; \� ,% MUNICIPAL WATER / / r- COMPACTED SOIL -3 = 4" PvC CUT r MIN. 6" SOIL COVER / s' Des _ TO LENGTH ON SITE SEPTIC SYSTEM EMBED FILTER CLOTH \�\\%�.; ` i ow OVER DRYWELL COVER LOCKING CASTING Southold � A MIN. OF 6" IN GROUND �' BASIN BLOCKS OE TOCH GRADE / IF DROP ET TO GRADE / (NEENAH R-2525-F) OR EQUAL IS USED FINISHED GRADE Board of Trusts 4" FILTER FABRIC / / o � CHIMNEY WIRE MESH Z so•BEND N x 20++ PROPERTY LINE Q SECTION VIEW 0 0 0 0 ® / Q 20„ E�. GENA 0- 4" SDR 35 PVC /�/]�. ,^ 0 O C O © min. min. 4" CONSTRUCTION SPECIFICATIONS SLOPE AS REQUIRED J G� © © © O o -- vl 0 0 0 0 © ;° INLET 4" VENT�e 4" VENT1 OUTLET ABUTTERS LINE EDGE OF PAVEMENT F- 1" STONE OR 0 © © © O I LIQUID LEVEL SCREENED GRAVEL z 1• WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE 1 GRAVEL ------------------- TIES OR STAPLES, POSTS SHALL BE STIZEL EITHER "T" OR "U" TYPE OR CONTINUOUS HOT 1 LI D NT EXISTING CONTOUR -- - 12 - - - 1' 8' 1' I i� ASPHALT SEAL 1 LINED WITH PROPORESDIDENCE ROOM w HARDWOOD. STORMWATER DRYWELL DETAIL 10' `�' �' 1/&" PVC PROPOSED CONTOUR 16 (nn 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES NOT TO SCALE 8 60• GAC �, STONE WALL SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, DRAINAGE CALCULATIONS , ► DEFLECTOR e e RETAINING WALL ^ ^ 6" MAXIMUM MESH OPENING. 0) ROOF AREA = 3,664 SF a-T • EE 0 3- WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE / OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER 3" 3„ TREE LINE REQUIRED = 3,664 SF SFX 2 12 = 611 CF CROSS SECTION OVERHEAD WIRES - O/W Designed By: Drawn By: Checked By: Q FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED EQUIVALENT- / I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL NOW OR FORMERLY N/F RHS RAC RHS o AND CONSTRUCTION OF SUBSURFACE SEWAGE UTILITY POLE -�- Ld 4, PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED DRY WELLS Issue Date: Project No: Scale: CD EQUIVALENT. 611 CF 28.27 CF VF = 21.6 VF DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE BOUNDARY POINT O zo USE FOUR(4) - 6 X 6'- DEEP DRY WELLS. AND WILL ABIDE BY THE CONDITIONS SET FORTH 1500 GALLON 06-08-2021 069627 1"=30' 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATEP,IAL REMOVED WHEN ( ) Q "BULGES" DEVELOP IN THE SILT FENCE:. THEREIN AND ON THE PERMIT TO CONSTRUCT. 2 COMPARTMENT Drawing No,: i SOIL CLASSIFICATIONS S P'��K 30 15 0 30 L� NOT TO SCALE / RpE-Riverhead and Plymouth very bouldery soils- 15-30% slopes APPLICANT GRAPHIC SCALE IN FEET SHEET 1 OF 1 ai