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HomeMy WebLinkAbout1000-111.-10-14 r OFFICE LOCATION: �O�*Of SO(/r�01 MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) N Southold, NY 11971 O@ Telephone: 631 765-1938 O Fax: 631765-3136 lrouffNl I LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees ' From: Mark Terry, LWRP Coordinator Date: April 16, 2019 Re: LWRP Coastal Consistency Review for VANSTON BEAR, LLC, c/o ANDREW BECK, MEMBER SCTM# 1000-111-10-14 En-Consultants on behalf of VANSTON BEAR, LLC, c/o ANDREW BECK, MEMBER requests a Wetland Permit to demolish and remove existing two-story, single family dwelling and brick patio, and construct in its place a new±2,202sq.ft.,,two-story, single family dwelling with ±20'x±22' enclosed porch, ±7'x±44' on-grade concrete terrace, and ±6'x±21' on-grade concrete terrace with 2.5' high retaining wall; demolish and remove existing one-story garage and construct in its place a ±26'x±57' two-story garage/barn on a slab foundation with 4' (and variable) high concrete retaining walls; construct a ±12'x±74' in-ground swimming pool located partially within Chapter 275 jurisdiction and a ±14'x±50' landward deck located almost entirely outside Chapter 275 jurisdiction; install 4' high pool enclosure fence partially within Chapter 275 jurisdiction; remove existing leaching pool from face of bluff and install a new innovative/alternative sanitary system (I/A OWTS) more than 100 feet from crest of bluff; install a drainage system of leaders, gutters, and drywells; and within Chapter 275 jurisdiction (i.e. within 100 feet of the top of the bulff or bank), clear approximately 9,074sq.ft. of existing vegetation, re-grade, and revegetate re-graded areas. Located: 5250 Vanston Road, Cutchogue. SCTM# 1000-111-10-14 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 INCONSISTENT with the below listed policy standards and therefore with the LWRP. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction. 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. A determination from the Board of Trustees on the on-site natural features and regulatory setbacks has not been made under Chapter 275 Wetlands and Shorelines authority of the Southold Town Code and therefore an accurate review of the proposed action cannot be completed. 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 -; rAPR I Town of Southold LWRP CONSISTENCY ASSESSMENT FORM S 2019 hold"Townout A. INSTRUCTIONS Sout g soars 1. All applicants for permits* including Town of Southold agencies, shall or 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 nig ficant 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 - 10 _ 14 �— \ PROJECT NAME vanston Bear,LLC 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: Lnsl Nature and extent of action: Demolish and remove existing 2-story,single family dwelling and brick patio,and construct in its place a new+/-2,202 sf 2-story,single family dwelling with+/-20'x+/-22'enclosed porch,+/-7'x+/-44'on-grade concrete terrace,and+/-6'x+/-21' on-grade concrete terrace with 2.5'high retaining wall; demolish and remove existing 1-story garage and construct in its place a+/-26'x+/-57'2-story garage/barn on a slab foundation with 4'(and variable)high concrete retaining walls;construct a+/-12'x+/-74'in-ground swimming pool located partially within Chapter 275 jurisdiction and a+/-14'x+/-50'landward deck located almost entirely outside Chapter 275 jurisdiction; install 4'high pool enclosure fence partially within Chapter 275 jurisdiction;remove existing leaching pool from face of bluff and install a new innovative/alternative sanitary system(UA OWTS)more than 100 feet from the crest of bluff;install a drainage system of leaders,gutters,and drywells; and within Chapter 275 jurisdiction(i.e.,within 100 feet of the top of bluff or bank),clear approximately 9,074 sf of existing vegetation,re-grade,and revegetate re-graded area,all as depicted on the site plan prepared by The Raynor Group, P.E. &L.S.,PLLC,last dated December 11,2018. 'T Location of action: 5250 Vanston Road,Cutchogue Site acreage: 12.41 acres Present land use:Residential,single-family dwelling w/detached garage,accessory seasonal guest cottage&boathouse 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: Vanston Bear,LLC (b) Mailing address: c/o Andrew Beck,Member;P.O Box 860 Saratoga Spnngs, NY 12866 (c) Telephone number: Area Code 917-892-6946 (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? NYSDEC 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 VN 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 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 ® Yes ❑ No ❑ Not Applicable The proposed dwelling reconstruction and relocation is consistent with Policy 3 to the extent that the existing wetland and bluff setbacks and thus the distance of the new dwelling from Cutchogue Harbor will be increased as a result of the project. The new dwelling will also be significantly lower in height than the existing and thus have less of a visual impact on the landscape. 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 To the extent that it is applicable,the project is consistent with Policy 4 due to the proposed increase in the minimum separation distance between the primary dwelling and the adjacent bay bluff,which is the property's natural protective feature. 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 narrative jointly addressing Policy 5 and Policy 6. 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 LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR VANSTON BEAR, LLC 5250 VANSTON ROAD CUTCHOGUE,NY SCTM#1000-111-10-14 Policy 5 & 6 Consistent Policies 5 and 6 of the Local Waterfront Revitalization Program and Chapter 275, Wetlands, the design features and mitigation measures associated with the proposed project will further the goals of protecting and improving water quality and protecting and restoring the quality and function of the adjacent bluff and shoreline ecosystems by way of increased bluff and wetland setbacks to structures and sanitary systems; decreased lot coverage within the 100' bluff setback; increased drainage capacity; a decrease in runoff potential; and improved septic treatment through proactive use of an innovative/alternative low-nitrogen sanitary system. Specifically, the historically existing physical and environmental conditions at the site will be improved through the following design elements and incorporated mitigation measures: 1. The proposed location of the new dwelling will increase the existing bluff setback by 150 percent from 14 to 35 feet. 2. Total lot coverage of buildable land within the 100' bluff setback will be decreased by 14 percent as a result of the reduction in the primary dwelling footprint by approximately 433 square feet. 3. The primary dwelling's preexisting nonconforming septic system, which is located on the face of the bluff, will be abandoned and replaced with a low-nitrogen, innovative/alternative sanitary system located at least 100 feet from the top of bluff and more than 250 feet from the surface waters of Cutchogue Harbor. 4. A drainage system consisting of leaders, gutters, and drywells will be installed to collect and recharge roof runoff from all proposed structures. 5. The area located within Chapter 275 jurisdiction to be cleared and re-graded in connection with the proposed swimming pool will be stabilized and revegetated pursuant to a landscape plantings plan. 6. A drywell dedicated to containing pool backwash will be installed outside Chapter 275 jurisdiction. 7. A project limiting fence will be installed to contain site disturbance and potential runoff during construction. 8. A Stormwater Pollution Prevention Plan (SWPPP) will be prepared in connection with a New York State SPDES Permit to ensure that both temporary and permanent sources of erosion and runoff are contained and mitigated. In its site evaluation report dated December 21, 2018, the Suffolk County Soil and Water Conservation District determined that "although the application is seemingly extensive, it does not pose great concern for bluff degradation or failure." And the project has in part been permitted and in part determined to be located outside the jurisdiction of the New York State Department of Environmental Conservation pursuant to Tidal Wetland Permit No. 1-4738-00444/00023, issued on October 26, 2018. See attached narrative jointly addressing Policy 5 and Policy 6. 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. ❑ 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 LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes FIN o® Not Applicable Attach additional sheets if necessary WORMING COAST POLICIES Y 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 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 TITLECoastal Management Specialist DATE 1/16/19 Robert E. rrmann Amended on 811105 5250 Variston Rd 1 r t 43 / -� �� ,mfr i �• - � �'\ � , r , .v ` oo le Earth -1*�'� 1... '1 �} ,.�.� •1�.►.bJ riKJ • �•\ �mss• � �.�'/ / Ys• ' - � ri �_. • �� � i� '� ,,tri ° <. �• �� � ., Y� �. ail +t. � � . F�S y, fi • ar �`�'-� est r� f •� :Y ♦. •�,� _ •.ki.f' s � ��.• � -tel ',yiw � ; f T ►P� t i F•F trst r yS . ��1 3• r-��y i. +� iiyy � �r�,F��gw a• i-- �y^r•��r ..ia' t 'S i.A916►'•'^•H. .`4:... r rWAIaj, t K:y117, .ter Ls e • .r . // • / r r / / / 'r / r / r 'r l r l l / /// 'r VANSTON BEAR,LLC,5250 VANSTON ROAD,CUTCHOGUE X I - 1 - y,y>` ,4� `� ,�t- r� •aux '�"x•e� � t �'�w ,.} r ��� p s• �:Y`: �.; .' .. 5�'?�ri ,'."li t' �lir Wh Figure 5. 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CLEANOUT '! -- �^ 2-' " -° " a'-8 Boa d Type Aerobic Media PVC/PP/PE Filling Rate 17% ® Aerobic Contact Filtration Chamber 127 %© Aerobic Media PP/PE Filling Rate 1 55% ECIRCULATION n Storage Chamber 63 (SEE DETAIL) Blower 2.8cfm a AIR LIFT PUMP Q Disinfection Chamber 4 SEE DETAIL BELOW SAFETY SCREEN ---EFFLUENT Tank FRP ;.- SINFECTION Total Volune 749 FOR GARAGE/BARN © `` AIR UFT PUMP CYLINDER(OPTIONAL) INLET BAFFL Piping PVC/PP/PE - Q3 Access Covers Plastic/Cast Iron a-INLET PI OUTLET PIPE SPECIFICA710NS RESIDENCE Q Disinfectant(Optional) I Chlorine Tablets � a o A� A Anaerobic Media PP/PE Filling Rate 32/° a'-Dj" I' Board Type Aerobic Media PVC/PP/PE Filling Rate 16°o .FL. EL. ±37' GRADE: 36.3' GRADE: 35' GRADE: 34.5' IR INTAKE '© Aerobic Media PP/PE Filling RECIRCULATION PIPE LOW BAFFLE -16 Rate 57%Aerobic FLOW OPENING TYP. (CLEANING OPENING) B - ---' Tanker 2..8Pfm ' " ( INLET GAFF Q AIR PUMP 4" DIA. SDR-35 PIPE MIN 1 MIN 6 PRECAST 2.5' MAX PLAN VIEW -'o111 Piping PVC/PI'/PE (1/4"/F MIN. SLOPE) 4" DIA. SDR-35 PIPE I- 0) 4" DIA. SDR-35 PIPE CONCRETE SLAB Access Covers Plastic/Ca" Iron (1/4"/FT MIN. SLOPE) (1/8"/FT MIN. SLOPE) I Disinfectant(Opt ChlonneTablets INV. INV. -DISINFECTION 4" MANHOLE RECIRCULATION PIPE OW BAFFLE _.1 /2" AIR INTAKE 33.36' 32.67' INV. INV. BACKFILL AROUND LEACHING 8"MANHOLE(TYP 18" MANHOLE(TYP 24" MANHOLE (TYP CYLINDER(OPTIONAL) (CLEANING OPENING) INV. INV. 31.85' 31,77' FLOW OPENING(TYP. PLAN VIEW B 2' OF CAST IRON PIPE 32.57' 32.02 2 , LOW OPENING POOLS WITH 3 MIN. COLLAR EXTENDING THROUGH 32'9 EL. 31.82' 26.3' 8 OF CLEAN SAND AND GRAVEL 11 -� 18"MANHOLE(TYP 18" MANHOLE(TIP 24"MANHOLE(TYP --DISINFECTION 4" MANHOLE 1'-1 OARD TYPE FOUNDATION OF BUILDING `'-"' - CONTACT MEDIA CYLINDER(OPTIONAL) LOW OPENING r I - 1-Op 1'-2" OARD TYPE CONTACT MEDIA BOTTOM OF TANK EL. 26.94 - FUJI CLEAN MODEL CEN-7 _ ® ASSEMBLY ECIRCULATION © 13 V.F. _ 4'-1 t" ' O 5'-5" ECIRCULATION 7 Q ® ASSEMBLY AEROBIC MEDIA 4-4j- 4'-38" 4'-29- zl>© U� AERATION ASSEMBLY 3 UTILIZE SANITARY LINE FOR o AEROBIC MEDIA TREATMENT TANK VENT. SECTION A-A VIEW SECTION B-B VIEW AERATION ASSEMBLY SECTION A-A VIEW SECTION B-B VIEW BOTTOM EL. 19.11' SANITARY SYSTEM PROFILE 1 - MAIN HOUSE PRECAST CONCRETE LEACHING POOL FUJICLEAN CEN-7 SPECIFICATIONS FUJICLEAN CEN-5 SPECIFICATIONS NOT TO SCALE (10' DIA. X 13' EFFECTIVE DEPTH) NOT TO SCALE NOT TO SCALE ONE (1) REQUIRED p 3' (MIN) TO GROUND WATER p GROUND WATER EL. _ ±13.41 ' (HIGHEST EXPECTED) l -- / 24" COVED MANHOLE (AS JUNCTION MANHOLE SLATE OR OTHER SLATE OR OTHER PER SCDHS STANDARDS) INDOORS I OUTDOORS 4" DIA. CLEANOUT (SEE DETAIL) SUITABLE COVER SUITABLE COVER / STOPPER OR STOPPER OR END PLUG END PLUG (SEE DETAIL) GARAGE I CONTROL PANEL IN OWTS CONTROL PANEL GARAGE BARN ADJUSTABLE LOCKING TYPE 'F' POWER I NEMA 4X ENCLOSURE 1 GROUND GARAGE/BARN IRON FRAME AND COVER GRADE EL. 37' PROVIDE TWO 20A, F.FL. EL. ±37.5' 2.a'Lx 8" MIN TRAFFIC BEARING 1- CIRCUIT B R 2#121#1 2G IN 4 2 3 7 5 06 G AND INSECT PROD ) TO MEET AASHTO-H20 IN GARAGE POWERPANEL [SCHEDULE 80 (TO BE WATER TIGHT FIELD GRADE: 37 :::•:.,...::::. ::;. r --.- I CONNECTION F z'MAX PVC CONDUIT 1. 12 1 12, 4" DIA. SDR-35 PIPE 4" DIA. SDR-35 PIPE VARIES 20A I 2G (1/4"/FT MIN. SLOPE) (1/4"/FT MIN. SLOPE) STEPS ARE TO BE COPOLYMER-, : JOINT SEALANT TO 20A I 2#18 1 12, 2#12, TO TREATMENT TANK (SEE POLYPROPYLENE COATED Y2" BE 1" BUTYL RUBBER I 2G #1 2G INV. INV. INV. -� PROFILE ABOVE) SEWER STEEL BARS ® 12" O.C. FOR ALL JOINTS 33.72' 32.67' 2' OF CAST IRON PIPE EXTENDING THROUGH 50.6' 32.57' SEWERIPROVIDE NON-SHRINKING I 0 FOUNDATION OF BUILDING EL. 31.82' CONCRETE INVERT MAST JOINT SEALANT DUPLEX RECEPTACLE INSTALLED IN WP AIR 30' ELBOW FORMED TO AT --EL. 34.12 WEATHERPROOF ENCLOSURE COMP 45' ELBOWS LEAST 3/4 OF THE DIA. OF THE PIPE E�O25„ CAST IN PLACE FLEXIBLE I 0 FINISHED RUBBER SLEEVE WITH FINISHED GRADE GRADE r STAINLESS STEEL STRAPS 8"- L-48" I.D. OR FLEXIBLE RUBBER BOOT NOTE: 49 ELBOW NOTES: UTILIZE SANITARY LINE FOR NOTES: 60- WYE 1. ALL MANHOLE SECTIONS SHALL CONFORM TO ASTM C-478, LATEST REVISION STANDARD SPECIFICATIONS FOR PRECASTM NOTES: 1. CLEANOUT DETAIL FOR AREAS NOT ONSITE WASTEWATER PUMP TREATMENT TANK VENT. 1. CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC. REINFORCED CONCRETE MH SECTIONS. TREATMENT SYSTEM ALARM EFFLUENT - FLOAT SUBJECT TO VEHICULAR TRAFFIC. 2. CLEANOUT DETAIL FOR USE WITH 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3 OR 4' FLOAT PUMP - SNATCH 2. CLEANOUT DETAIL FOR USE WITH BUILDINGEXTENSION/CONNECTION. HEIGHTS, AS REQUIRED. SWITCH 45' BENDS. 3. LOADING TO CONFORM TO AASHTO H-20 LOADING SANITARY SYSTEM DETAIL - GARAGE/BARN CLEANOUT DETAIL CLEANOUT DETAIL 4. ALL CONCRETE IS TO MEET 4000 PSI AT 28 DAY SET. OWTS SINGLE LINE DIAGRAM NOT TO SCALE NOT TO SCALE NOT TO SCALE 5. OUTLET PIPE TO BE SET 0.1' MIN BELOW INLET PIPES. 6. THE MAX CHANGE IN EL, BETWEEN INLET AND OUTLET NOT TO SCALE INVERT(S) SHALL BE NO GREATER THAN 2 FEET. CONCRETE ACCCESS/JUNCTION MANHOLE NOT TO SCALE ........._......._..__.._.__.._..........................................._.....__.._..._._......_. ... . 20" MANHOLE W/ POLYLOK FIBERGLASS LOCKING COVER, HDPE RISER AND SAFETY SCREEN 24" MANHOLE W/ POLYLOK Figure 5.30 FIBERGLASS LOCKING Reinforced Silt Fence COVER, HDPE RISER AND i SAFETY SCREEN V9VEN Wlai- FENME SYMBOL, 4" DIA. CLEANOUT (MIN. 14 GAUGL GUEST HOUSE (SEE DETAIL) SAFETY SCREEN "^" " MLSH tn' MAX, c. TO c. sPACII,4 F.FL. EL.: ±44.5 E. C_, 4 DIA. CLEANOUT GRADE: 43.8' (SEE DETAIL) GRADE: 43.7' s 3C,' MIN ITNGTH FENCE D � 7 t_, t' g POSTS DRIVEN MCN' !6' LL 1' MIN » »i-. INTO Gs2 tiNJ. . a 12" MIN 2.5' MAX 6 PRECAST ` HEI4MT � FZLT1 MAY 1 3 2019 4• DIA SDR-35 PIPE CONCRETE SLAB (1/4•/FT MIN. SLOPE) 4' DIA. SDR-35 PIPE ... _ .. _ .-_._..._.............._.__._......__.... ....__...._....__....._.. . ... ....._...._..._...... ... .. . ... _. - ._ _ ....... .._..._.__.__._...... w 1 8• FT MIN. SLOPE ,I � - � ..._ ���y� � 1S � MIN S ONLY INV. INV. (1/8-/Fr / / ) BACKFILL AROUND LEACHING � MEN. SoutholdTDwn INV. INV. } w W + '" 3f of Trust^ 2' OF CAST IRON PIPE 40.84' 40.63 2 40.47' 40.37' POOLS WITH 3' MIN. COLLAR El sprCILYE VIEW OF CLEAN SAND AND GRAVEL EXTENDING THROUGH 10' 9.6' VISUAL BEACON 36' MIN. FENCE PrJST-"-•,,` FOUNDATION OF BUILDING 4'26 VOV'CN VIRE, rENCE (MI's, 14 ---- 05/11/2019 LZ SANITARY PROFILE VAG SYSTEM CAUGr W/ MAX, 6* MESA CONTROLLER/ALARM SPACING) WITH FILTER CLOTH04/12/2019 KK SANITARY PROFILE VAG 2A'MiN. FLOW 12/11/2018 LZ SCDHS COMMENTS(12/11/2018) VAG BOTTOM OF TANK EL. 36.21 ' == UNDISTURBEE GROUND 450 GPD TREATMENT TANK C04PACTED SOIL•- 10/26/2018��� -- 10/26/2018 LZ MAIN HOUSE SANITARY SYSTEM VAG FUJI CLEAN MODEL CEN5EM9-b FILTER CLOTH 16-MIN, 09/17/2018 LZ SCDHS COMMENTS(09/12/2018) VAG 12 V.F. ELECTRICAL & MAC "R" AIR BLOWER A MEN OF 6' IN GROUND &.- DATE BY DESCRIPTION APPRVD CONTROL TO BLOWER TO BE HARDWIRED TO =UUxy_L1v REVISIONS NOTE: CONTROL PANEL CONST ICTICN SPECIFICATIONS UTILIZE SANITARY LINE FOR CONTROL WIRING VANSTON BEAR LLC TREATMENT TANK VENT. L WOVEN WIRE FFNCt TO BE FASTENED SECURELY TCC FENCE POSTS WITH VIRE TIES 120 VOLT OUTLET TO OWTS COMPRESSED AIR OR STAPLES, POSTS SHALL BE STECL EITHER 'T' C'" 'U` TYPE OR HAR*IVCOD C/O ANDREW BECK,MEMBER LINE TO OWTS L) FILTER CLUTH 711 OC FASTENtD SECURELY TO WOVEN WIPE FENCE: WITH TIES P.O.BOX 860,SARATOGA SPRINGS,NY 12866 SPACED EVERY 84' AT TOP AND MID SECTION, FENCE: SHALL 14E WOVEN WERE, >:' MaxIM;sM 4fSRl DFCR:INC,. PROPOSED REDEVELOPMENT PROJECT 36" MIN. INSULATED 3 WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER T+-TY SHALL Ef' OVER- LAPPED BY SIX IN04CS AND F;.Dr D. FILTER CLQT4 SHALL BE EITHER FILTER X, 5250 VANSTON ROAD,CUTCHOGUE,N.Y.11935 BOTTOM EL. 28.7' BLOWER MIR:AFE 10DX, ;STAS;I.INKA TI4DN, OR APPROVED EOJIVALENT. SCTM NO.:1000-111.00-10.00-014.000 PRECAST CONCRETE LEACHING POOL - _ _ = ENCLOSURE 4 FREFABRICATED UNITS SHALL FEET THE MINIMUM REC411ZCMEENTS SHOWN (8' DIA. X 12' EFFECTIVE DEPTH) 5 M.AINTENAN.E SHALL BE PERi-CR<,D AS NEEDED AND MATERIAL REMOVED WHEN ONE (1) REQUIRED DETAILS 'BULGES' DEVELOP' IN THE SILT FENCE. � O N�L�, AT:APTE£ Fp..p4 ZF.TAILS €PGVIBED RY, USDA NEW YEIP%C S-ATF PEP'ARTrENT VF TRANSPORTATION, REINFORCED � GENT GR�Oi � THE RAYNOR GROUP,P.E.&L.S.PLLC GRADE hEw Y ":K STATE TEPSOTsa¢r;T OF R CONSERV TIO CC13"IVATIGN, SILT "ENE /��` J�� � y ® SURVEYORS CIVIL ENGINEERS SITE PLANNERS NCSd YCRK STATE SOIL i WATER CONSERVATION CQ""!ITTCE y p 3' (MIN) TO GROUND WATER p ' ® DEERFIELD GREEN P.O.BOX 720 GROUND WATER EL. _ ±13.41' (HIGHEST EXPECTED) x ; WATER MILL,NY 11976 (631)726-7600 November 2016 Page 586 New York State Standards and Specifica- f_ t ire a; ` ti DESIGNED BY: VAG SCALE: N.T.S. DWG.NO. tints For Erosion and Sediment Control � -��- (� r i6 °• 0735&R kR' DRAWN BY: LZ DATE: 08/15/2018 C_3 SANITARY SYSTEM PROFILE 2 - GUEST HOUSE CONTROL PANEL AND BLOWER DETAIL SILT FENCE_ 170PESS101.1 v NOT TO SCALE NOT TO SCALE NOT TO SCALE vINCCIsN ELLO APPROVED BY: VAG FILE NO.: 3387 PROFESSIONAL ENGINEER NO.073544 N I <- u.P. i <� / ' \ Gj92&.1 1 1 -f ' 0 ® \ n IN E \ -. i'� 02 eP� \\ �o . :: I o\ ��s \ \ : a::; ::I: \ S . .. \ �_:::.:::.::: 1 \` \ / \ © \ - U.P. 1 —--- C .,.,;,':':";:..... ':i:'::: :::':'::':'.:' ....-::�:\- --��i-�-��--"":����:��ii,-'.......::.*................r :. "`'`.'`.'`'.....-'- I m I 1 \ .:.:...1........:':'.::': :':'.:':...... ... ........ ....t...,...�. .:........�.... .. '.'.'.'..'.'.'..... U.P. \ / Pp _ ....::::\::::::::,::.:::'::.:.. .: ,::...........:::'::'::'.::':':.:.: ....:':':'::'... , A • , SITE �:: ::::..'.'.'.'.'.'.'.'. \ FOR S.C.D.H.S. USE ONLY , o - ' A o N I tso \ 0 1 2 N t A..' A A. 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(51 . . . . . . . . . . . . ..I... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . .. . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... . . . . . . . . . . . . (5) . . . . . . . . . . . . . . . . . . . . . . . . . FOR S.C.D.H.S. USE ONLY PROPOSED ILT FENCE ------ .................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . 0 �10 . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z_* . . . . . . . . . . . . . . . ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -\' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 141i4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . I . . . . . . . .701. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GRADE EL.: ±37.0' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1_�, , .'.*.*.'.*.*.. . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . 2' MIXED SAND AND LOAM (SC) . . . . . . . . . . . . . . . . . . . . . REX-SLOPING.'EQUAL'.0R. PROPOSED WAT "ERVII E CLEARING CALCULATIONS 4- EL. 35.0' R -THA -20% . . . . . . . . 'RIS�GR . . . . . . . . . . LOT AREA ±540,391 S.F. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . e \ s BROWN SILTY AREA OF ALLOWABLE CLEARING . . . . . . . . . a 0 SANDS (SM) ±540,391 S.F. X 15% ±81,059 S.F. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING CLEARING ±60,950 S.F. (11.3%) ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED GRAVEL DRIVEWAY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EL. 34.0' . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . "I PROPOSED ADDITIONAL CLEARING ±13,659 S.F. (2.5%) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U.P. . . . . .3b TOTAL PROPOSED CLEARING . . . . . . . . . . . . . . . . . . . . . . . . . PALE BROWN /4 It- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14$ ±60,950 S.F. + ±13,659 S.F.= ±74,609 S.F. (13.8%) 28. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FINE SAND (SP) 'do . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . If- . . . . . . . . . . . . . . . . . . . . . . . . I . * * . . . . . . . . . . . . . . . . . . . . . 2 6* . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . EXISTING--bARACE TO . . . i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . " 1_/ EXISTING CLEARING LIMIT AS PER KENNETH M. WOYCHUK LAND SURVEYING, PLLC. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E­RfMOVED (DASHED) . . . . . . . . . . . . EL. 20.0' ... ... . . . . . . . . . . . . OlRb� U.P. CUT & FILL CALCULATIONS *.*.*. . . 6S D. DRAINAGE !k, . . . . . . . . . . . . . . . . . . . . . . . . . . . TEST HOLE . . . . . . . . . . . . . . . . . . . . . . . . .... . . .. ..... . . . . . . . .."(I � r-3)-.8x5* LEACHING DUG BY MCDONALD GESOCIENCE VOLUME OF EXCAVATION TO CONSTRUCT PROPOSED GRADES: 2,700 C.Y. POOLS- FOR GRAVEL ► APRIL 20, 2018 VOLUME OF FILL TO CONSTRUCT PROPOSED GRADES: 1,300 C.Y. . . . . . . . . . . . . . . . D RIVEWAY'.& GARAGE/BARN . . . • . . . . . . . . . . . . . . . . VOLUME OF MATERIAL TO BE EXPORTED: 1,400 C.Y. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . �-*/'(3 CATCH BASIN (NO G.W. ENCOUNTERED) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . THE CLOSEST USGS MONITORING WELL LOCATED IN THE VOLUME OF SOIL MATERIAL TO BE REMOVED FROM THE SITE AFTER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'rol�. . . . ........ . . . . . . . . . . . . . . . . . . . . . . MIN. THE TOWN OF SOUTHOLD LISTS THE HIGHEST ESTABLISHING PROPOSED GRADES IS APPROXIMATELY 1,400 CUBIC YARDS. OF. . . .. . . . . . . . . . . . . . . 113.3 RECORDED GROUNDWATER ELEVATION AS 13.41' e�UFF / ' 1 Q' �` \ \ ABOVE THE SPECIFIC VERTICAL DATUM THE VOLUME OF FILL AND EXCAVATION INDICATED HEREON IS BASED ON . . . . . . . . . . . GEOMETRIC VOLUME CALCULATIONS AND IS APPROXIMATE. NO ATTEMPT HAS BEEN USGS WELL NO. S 91814.1 MADE TO FACTOR FOR COMPACTION, SPILLAGE AND OTHER VARIABLES. Q) 17 ' D u ; D _�\D.8 5 D- y j / 681 DD 8�Xt 01 4, LOT AREA = ±540,391 S.F. PROPOSED'RETAINING WALL AREA OF BUILDABLE LAND = ±215,437 S.F. )TOE OF SLOPE • 10$`10N. 4 XI TI RIN MI 5' HIGH X 523 LONG T.W. 47.5 ALLOWABLE BUILDING COVERAGE = ±43,087 S.F. (207.) COVERAGE CALCULATIONS \ \ OF \ Z�45 EARIN �\60, 5moi. B.W. 42.5 EXISTING BUILDING COVERAGE: '37 7 PROPOSED RETAINING WALL MAIN HOUSE ±3,077 S.F. x - �PROPOSED WXTfbR_-SE.RR ICE llq- R) 4.5' HIGH X 26.65' LONG GUEST HOUSE = ±11,057 S.F. GARAGE = ±11,007 S.F. 8X5 A 25 BOAT HOUSE = ±331 S.F. PROPIDSED-_SANIITAR -SYS EM B.W. 381 (1) FUJ(CLEAN CEN-7-TREATMEN dc�;N�; p --- PROPOSED DRAINAGE (1) 8X3 LEACHING POOL TOTAL = ±5,472 S.F. (2.5%) NK, �/f) JUNCTION-MANHO X 16' DEEP LEACHING POOL oen PROPOSED BUILDING COVERAGE: q \1 FOR GUEST-HOUSE U.P.- ix PROPOSED FUJI CLEAN CONTR MAIN HOUSE = ±2,202 S.F. R OM FOR-507. EXPANSION Oj_ --PER OWNER) 8X8 PANEL AND GFCI OUTLET MOUNTED MAIN HOUSE PORCH = ±442 S.F. IZLlb AS EXISTING RETAININQ_WA GUEST HOUSE = ±11,057 S.F. p- ON WOOD POST (CONNECT TO PROPOSED WATER SERVICE GUEST HOUSE DECK = ±339 S.F. 0) GARAGE POWER SUPPLY) Z/ 24. GARAGE/BARN = ±11,479 S.F. 8.4 00 POOL = ±891 S.F. c6 3.8, 20 rn PROPOSED SANITARY\SYSTEM POOL DECK = ±670 S.F. PROPOSED MAC10O/R BLOWER W// .2' 28.8' (1)"FUJI CLEAN CEN-5 TREATMENT TANK 8.6"" EXISTING 1 STORY r. LEACHING\POOL POOL EQUIPMENT BUILDING = ±60 S.F. 0 C-0- 2 INSULATED ENCLOSURE (TO BE --FRAME.GUEST HOUSE & (1) 8� DIA X 12' DEEP BOAT HOUSE = ±331 S.F. \4 HARDWIRED TO CONTROL PAWL) 8X3 W/ ROOM FOR 50% EXPANSION TOTAL = ±7,471 S.F. (3.5%) PROPOSED,, ' /1 1_: INTERIOR TO BE RENOVATED Aj ±35'-TO NCLOSED PORCH cq 3 EXISTING/PROPOSED BEDROOMS to BLUFF PROPOSED ELECTRICAL c6 C� EL. 37.5 N PROPOSED-RUBLIC WATER 1094 DRAINAGE CALCULATIONS ZFN 'b LINIE/CONDUIT-FROM TI F F.FL. 44.5 ±45 -----TANK TO CONTROL NEL A.t,±1,057 S.F. PRO OSED DMNAG "I I \,\ \ Ir MAIN HOUSE: To�__ 27' 19.5' G.F PR 29.5 �ROPO�SEDA�Sp�ff_ PROPOSED ON-GRADE IL' ROOF = ±2,644 S.F. X 1.0 X 2" = 440.7 C.F. BLUFF Z 7� PROPOSED LY-UNE WOOD DECK EL 44 p .4- C.O. (1) X3 LIEACHING/POO L TERRACES = ±11,200 S.F. X 0.9 X 2" = 180.0 C.F. . . . Z ±339 S.F. FOR RAVEL DRIVEWAY TOTAL = 620.7 C.F. ------- 19 TO_ CO. < hit 1 25.0' 10* USE (2) 8' DIA. X 8' DEEP LEACHING POOLS = 675.8 C.F. L FF -40------------ P OPOSED G EL DR VEWAY F.FL. FE GRAVEL DRIVEWAY = ±3,760 S.F. X 0.6 X 2" = 376.0 C.F. cb-4 \37 I \ s GARAGE/BARN = ±11,479 S.F. X 1.0 X 2" = 246.5 C.F. 0, f,"0. 2' TOTAL = 622.5 C.F. C O V� 7.6' F USE (3) 8' DIA. X 5' DEEP LEACHING POOLS = 633.6 C.F. SLP \% 1�11 oROPOSED ELECTRICAL GUEST HOUSE: > <s) C.O.0S LINE/CONDUIT/FROM TREATMENT 4c&, 1 1�kl '-RROPOSED LANDSCAPE WALL TANK TO CONTROL PANEL/ LIMIT OF FLOOR ROOF ±11,057 S.F. X 1.0 X 2" = 176.2 C.F. ELEVATION .0 < HlStQ�T VARIES WITH GRADE T-A ► <� GRAVEL DRIVEWAY ±392 S.F. X 0.6 X 2" = 39.2 C.F. -10 LENGTH = 67' PROPOSED/ AIR S Y/LINE TOTAL = 215.4 C.F. . . . . . . . -'0 \ Z 10' IN. o T.W. 46.0 SL PE -WITH GRADE USE (2) 8' DIA. X 3' DEEP LEACHING POOLS = 253.4 C.F. B.7W �L-0 S PROPO UJI CLEAN CONTROL ANEL POOL EQUIPMENT STORAGE BUILDING: PROPOSED DRAINAGE\\ Cl OUTLET MOUNTED ON WOOD POOL BACKWASH = ±891 S.F. X 57. X 5' = 222.8 C.F. . . . . . . . . . OST (CONNECT TO POOL EQUI MENT F.FL. (11 OF 2) 8X8 LEACHING fORAGE BUILDING POWER S�UPPLY) . . . . .• . . . . 22.8 POOLS FOR MAIN HOUSE' %' \ ST y ROOF = ±60 S.F. X 1.0 X 2" = 10.0 C.F. . . . . . 35 TEST . . . . . . . \ . . . TOTAL = 232.8 C.F. E- ISTIN � PKEL I c? PROPOSED MAC80R BLOWER W/ USE (1) 8' DIA. X 6- DEEP LEACHING POOL = 253.4 C.F. E HOLE �1, �_lk��Blp.l I INSULATED/tNCLOSURE �Tb BE W.V. •T 0 HARDWIRED TO CONTROL PANEL) ASHED) 8X8 k'3 8X6 HYD. SANITARY SYSTEM 1 - MAIN HOUSE & GARAGE/BARN PROPOSED POOL EQUIPMENT F.FL. ---36-- STORAGE BUILDING A. TREATMENT TANK . . . . . . 34 0 BEDROOMS I ED 2 STORY THE TREATMENT TANK IS REQUIRED TO PROVIDE A VOLUME CAPACITY FOR A ONE DAY DESIGN FLOW. PROPOSE 'DR . . . * . . .\ HOUSE W/ BASEMENT Z Q. MAIN HOUSE: FOUR (4) BEDROOMS X 110 G.P.D. PER BEDROOM = 440 G.P.D. 4 BEDROOMS F.Z 42 0 = 220 G.P.D. . . . . . . G.F�. ±60 S.F. GARAGE/BARN: TWO (2) SCDHS BEDROOM EQUIVALENTS X 110 G.P.D. PER BEDROOM PR POSED PUBLIt, TVMlLM\ REPOSED RETAINING WA E TOTAL = 660 G.P.D. z LLA 5�_ . . . . . . . . . ±39 TO T.W. 36.5_--/- (±66,95 .F.A. ±2,202 S.F. 2.5' HIGH X 9. LONG- EXISTING CLEARING LIMIT USE ONE (1) FUJI CLEAN CENT TREATMENT TANK B. LEACHING SYSTEM . . . . . . . . . . TO BLUFF B'WI-31,00 JAN 3 1 2019 1 116�_ii " ..... . . . . . . . lq- - THE QUANTITY AND SIZE OF THE LEACHING SYSTEM REQUIRED IS BASED ON THE REQUIRED TOTAL . . . . . . . ... . u PROPOSED ON-GRADE PROPOSED DRA NAGE Is SIDEWALL AREA FOR A FIVE (5) OR SIX (6) BEDROOM RESIDENCE. ONCRETE TERRA ;y (1) 8X6 LEACH NG POOL 0 . . . . . . . . . . . . . . FOR POOL EQUIPMENT THEREFORE, 400 S.F. / 25.1 S.F./V.F. 15.9 V.F. 711fl-11, . . . . . . . . . . . . . . . . ±14'.T STORAGE BUILDING & POOL Nard of Tr hues USE ONE (1) 8' DIA. X 16' DEEP LEACHING POOL = 16.0 V.F. 010 �l I . . . . . . . . . . . . . . . . . .. . .UFF EQUIP ENT BACKWASH . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SANITARY SYSTEM 2 - GUEST HOUSE . . . . . . . .7�� - \ 6q I ; : v�,�� i\ 1 0) . . . . . . . EXISTING. TI 0 Yr . . . . . . .1;� . . . .. A. TREATMENT TANK . . . . . . . . . . . . . . . . . . . . . . . A� 0 SCALE: 1"=20' THE TREATMENT TANK IS REQUIRED TO PROVIDE A VOLUME CAPACITY FOR A ONE DAY DESIGN FLOW. . . . . . . . . . . . . . . . . . REA-SLOPJ4G LEQUAL-.-OR'.'. PROPOS�D CONTO R 0 20 40 60 THREE (3) BEDROOMS X 110 G.P.D. PER BEDROOM = 330 G.P.D. . . . . . . . . . . . . . GREATER THAN 0% ► (DASHED),, USE ONE (1) FUJI CLEAN CEN5 TREATMENT TANK (450 G.P.D. RATED CAPACITY) . . . . 'T .O. . . . . . IRISfNG'.GREATER-. HA'. 20 . . . . . . . . . . . . . . . . . . . . . . . . . . B. LEACHING SYSTEM . . . . . . . . . . . . . . . , , , �A PROPOSE CLEARI G LIMIT THE QUANTITY AND SIZE OF THE LEACHING SYSTEM REQUIRED IS BASED ON THE REQUIRED TOTAL -,-, , , , ."I 1�� THEREFORE, 300 S.F. / 25.1 S.F./V.F. = 11.9 V.F. ....... ... .......... . . • ........... . .................. .... .. .. . %,� ..31�) 6"\ PROPOSED 4' HIGH POOL FE CE TO SIDEWALL AREA FOR A ONE (1) TO FOUR (4) BEDROOM RESIDENCE. . . . . . . . . . . . . . . . . . . . I . . . ... . . . . . . . . . . . . . . . . . . . . . . MEANDER HROUGH XISTING GUEST HOUSE RENOVATION&SCDHS COMMENTS(09/12/2018) USE ONE (1) 8' DIA. X 12' DEEP LEACHING POOL = 12.0 V.F. . . . . . . . . . . . . . . . . PRO OSED SILT FENC VEGETATION W/ SEL LATCHIN GATES 09/17/2018 LZ VAG . . . . . . . . . . . . .\ 0 DATE Bv DESCRIPTION APPRVD PIPES. THE CEN5 & CEN7 VENT THROUGH THE MAIN SANITARY LINE AND HOUSE VENT. . . . . . . . . . . .... \\ \ \ REVISIONS . . . . . . . . . . THE FUJICLEAN MODEL CEN5 & CEN7 TREATMENT TANKS DO NOT UTILIZE ANY ADDITIONAL VENT NOTES TON BEAR, LLC .. . . . . . . . . • • - /_ \ \ j/ G t 1. LOT AREA: 540,391.47 S.F. (12.41 ACRES) /___ DREW BECK,MEMBER ��COPE �_z \RATOGA SPRINGS,NY 12866 2. ZONING DISTRICT: R-40 ;l . . 70, -VELOPMENT PROJECT 3. THE SITE FEATURES AND CONDITIONS AS SHOWN ARE BASED UPON . ... . . . . . . 9z MON ROAD,CUTCHOGUE,N.Y.11935 THE SURVEY OF PROPERTY OF 5250 VANSTON ROAD, PREPARED SCTM NO.:1000-111.00-10.00-014.000 BY KENNETH M. WOYCHUK LAND SURVEYING, PLLC, LAST DATED AUGUST 10, 2017. SITE PLAN 4. THERE ARE NO NEIGHBORING WELLS WITHIN 150' OF THE PROPOSED SANITARY SYSTEMS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CA THE RAYNOR GROUP,P.E.&L.S.PLLC 5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL 0 SURVEYORS CIVIL ENGINEERS SITE PLANNERS vj DEERFIELD GREEN P.O.BOX 720 DATUM OF 1988 (NAVD88). • • • C),v WATER MILL,NY 11976 (631)726-7600 6. APPROXIMATELY ±9,074 S.F. OF CLEARING PROPOSED WITHIN 100 REA SLOPING Al R . . . . . . . . . . . .. . • • DWG.NO. . . . ..'\. . . . . . . FEET OF THE TOP OF BLUFF OR BANK. DESIGNED BY: VAG SCALE: 1"=20' A RISIN 'GREATE ,=Lz DR -2 7. AREA OF DISTRURBANCE ±72,115 S.F. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 735" AWN BY: LZ DATE: 08/15/2018 C . . . . . . . . . . . . . . . . "PROFESSI NGINE NO.073544 APPROVED BY: VAG FILE NO.: 3387 .. NAL / 1 // I / r S.C.T.M.1/1000-111-10-15 / �// U.P. LAND N/F OF BLAIR HUDSON PECONIC VENTURES LIVING TRUST /4560 VANSTON RD. / y92• 8.0 ' to* \ S.C.T.M.11000-111-14-5.2 W ' I AREA SLOPING EQUAL OR GRLAND NIF OF EATER 20X r JUSTIN SILLINGHAY ' f RISING GREATER THAN 20�,/ ` MELISSA SCAVONE 14505 VANSTON RD. \ I I / / >z 1 W U.P. \ I U P. w O N / g / / l2 tJl s.c.r.M.; 1o00 111-70-12 / 0 ;::<: :::• .:: -:: -: LAND OF F N .... ....... .::. / ::t�.......... ... ... TIA y / / / / / / / / / / / / / �::a::. ::.::: :: : ::f:C :::' ::::. ::.'•':: a{: a't:.::::' \ S.C.T.M.;/1000-111-14-5.4 LAND N/FOE P' \ DANNY PIZZOLLA \ \ 14795 VANSTON ROAD \ \ Mrm 0 FF / rD \ \ aeoAr BASIN \ • E s / r \ / 0 6 vr.. .. .. ... . :.:'..N.. ... . .. ..... U.P. \ / X. ::: :::::::::::.::: ::::::::.::' sr 86-36-33- q ' 37.89 - 'i9 --a•• \.4 o n W \ . O CD / / / / / r �1 \ .y 0 :'r' \ 1 x.:::.: O r O ::�:. .... ... . . ...... ...... .. ... ... ....... ...... .......... c0 � •f- \ p \ rn� c :a :' L OF MAINE \ •� a :: : ::.:.:.::. ::::: : S LAWN INC ¢ \ ` ,�................... 60,9 S.F.t — 10-14 \ \ S.C.T.M. 1000-111-14-5.3 ^ \ S.C.T.M.#1000 111 � :��.�:� •::::::::.:�::::•:::.:::.:�•�•:::•::•:::':•:::::;•:': ::•:: .�'� � . P. � ::::2'":i:: :.::'::::: ::::. .::'::.:.::::::._::::..... Q `•✓ \ LAND N/FOF 540,391.47 SQ. 28 -:;� .:; VANSTON BEAR LLC>z 12.41 ACRES ::: ° �;:::'.. N� g F OF BLU N-) ci 5 P�:'. DEMOLISH WD \ �efl�`• :. GPQ.••: BACKFILL ARAE.. '�► ow�� �Gvr TOE OF BANK LOGO P$P�R' S" � \ �• �Q 10 OLOOc� •0 u \ ' �4 ss' �, EXIS�IN NIGH WALL ly` \ .ti ,S , �.• ♦ ,S U.P. KvAw Kamm w., cm 1K 24 .fir 9 N + .:'.:';. _4-A. co N '�N� :. ul ,,. , �• nwrosm o+wrrcc �XiS7lNG-. nvoti °u"ncru �' " ° �p(E .00i Jl .. 5IY ERM.- 'Mr�ia�io ER o BDG:•.•.•.' iii!!♦{, �' 8 OAK D ENPORCHMorbe® ♦ hf lUnwa '1_` Wrt ort�nEl pMtIYD' H W .'..'. � ♦ DAK 2 "OAK '• ♦ \ W 4 . ' �' O ♦ 46� '• \ t71 �?� .r .. ...�. �+ . ,r• « 'S ONE: _ a' :v �p' \ —--—` tl' O S' '? aural 20"0 .M1 OP_ ; 8OAK of S i OAK 24" 1 b,. IN �'i li •�'•� ', LMM OF M Ea y LAWN/CLEARIN 12 C i , ♦ \ lG iitiis+ i 50 \ ♦ \ S.C.LM./1000-111-14-4 N 87°48'42" S.F. t '� '� •• •920 avc\ i,• ♦ \ LAND N/F OF _ 30.47. y� 'SS'„'„ \ ,,, i� ... � � 56� HYD. \ VANSTON BEAR LLC ...... ii iiiiii i•OQGiii ii awe 42 _ V iii PO.ii ♦ . : ..:. ROpO... .... .... ....... ... 019° :::. ::. :. :...... ... ... ... ::. �3to '\ : .::.N-. 9 \ 3I fo rM \ N A=26 le8 16 rya 14 E F N \ \ \'' rl 0010, Ale 92 st 1 ua• 1 1 s t s•' �1�,��,�:•.�::.•:'•.:.'•:.•..:•'•.::-."'' � `.``` 111 ��. 11 0 a }' 1 U.P. r N. 40a 1 ` � r .'.\Z. ,� s°3\ •-�.-:fir°•:'...:�.:::..•� �:. 1 1 ,, S.C.T.M.#1000-111-10-13.1 LAND NIF OF NORTH FORK 1�+�0 /5700 VANSTONKIM 49 0+ \ CJ R;P.Oa $ AREA SLOPING EQUAL OR GREATER THAN 20X RISING GREATER THAN 20'. 0 50 100 150 n._ JU'N 1 0 2019 ° S. C.T. M. # 1000- 1 11 - 10- 14 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM f7ELD OBSERVA7701VS AREA: 540,391 .47 SQ.FT. or 12.41 ACRES AND OR DATA OBTAINED FROM OTHERS ELEVATION DATUM: NAVD88----M—�—_ — UNAUTHORIZED ALTERATION OR ADDI77ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 774E SURVEY /S PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING 1NS77T7J77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PARCEL CERTIFIED TO: VANSTON BEAR LLC; MAP OF: FILED: SITUATED AT: NASSAU POINT TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC REVISED 06-01 - 19 SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 08- 14- 18 P.O. Box 153 Aquebogue, New York 11931 ADD TREE & UTILITY LOC. 05-30- 18 FILE # 17- 123 SCALE: 1 ”-50' DATE: AUG 10, 2017 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy do Kenneth M. Woychuk