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HomeMy WebLinkAbout1000-137.-1-5.1 OFFICE LOCATION: ��OF S0(/T�,o MAILING ADDRESS: Town Hall Annex �� l0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 G • Q Telephone: 631 765-1938 ®�ycOUN,N�� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Heather Lanza, AICP, Town Planning Director on behalf of Mark Terry, LWRP Coordinator&Assistant Town Planning Director Date: April 13, 2021 Re: Local Waterfront Coastal Consistency Review Zoumas SCTM# 1000-137-1-5.1 The application referenced above is for a Wetland Permit to demolish an existing house and garage and build a new 2-story house with detached garage and pool, along with an I/A OWTS for sanitary waste disposal and a stormwater runoff drainage containment system. The project also proposes to regrade the entire property and remove approximately 30 mature trees. 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 of regrading the entire property, and removing as many as 30 mature trees is INCONSISTENT with the LWRP. The proposed action of moving the house location landward, and replacing the cesspools with an I/A OWTS is CONSISTENT with the LWRP. It is recommended that the regrading be restricted to the area immediately necessary for the construction of the new house and that as many trees as possible be required to be protected and preserved, particularly in the area of the front yard where no construction is proposed, and also along the property line. ._ ___Also note that th_e_proposed construction footprint appears to be greater than the maximum allowed lot coverage in the Town zoning code. 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 RECF1 - LWRP CONSISTENCY ASSESSMENT FORM R 0, 5 J2 SIM „vvz� - A. INSTRUCTIONS P( 0ef-0 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 evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LAW policy standards and conditions. 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# 1000-137 01-005.002- The Application has been submitted to (check appropriate response): Town Board 0 Planning Dept. 0 Building Dept. El 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: The proposed action is to construct a 2 story 5 bedroom residence with detached garage, stone driveway and pool with patio. An OWTS subsurface sanitary system is to be be plac, on a previously developed site. All water runoff generated from the house will be contained using a subsurface drainage system. This project will not effect any wetlands area Project Description This project is located at 3915 Stillwater Avenue in Cutchogue adjacent to the East Creek. Currently the property is being used as a single family residence consisting of a single family home and detached garage. Both the residence and detached garage are to be demolished and removed from the site. Any excavation required for the removal/demolition will be backfilled and compacted with clean fill. Existing water services and sanitary systems are to be disconnected and abandoned in place as per SCWA& SCDHS Standards. The proposed project is to construct a 2,600 SF two story residence with basement, 576 SF detached garage, 2,800 SF stone driveway, 2,030 SF paver patio, 390 SF covered porch and a 720 SF inground pool. The proposed two story residence will be connected to the existing SCWA main on Stillwater Avenue and an underground electric service. Sanitary waste will be handled by installing an SCDHS approved I/A septic system. There is no expected fill to be needed for this project due to how much material will need to be excavated for construction. The total excavated material is estimated at 850 CY. Any unused material will be removed from the site to a suitable facility. The overall disturbance for this project will be 30,500 SF (0.70 Ac). Location of action: 3915 Stillwater Ave Cutchoque, NY Site acreage: .751 Acres Present land use: Single Family Residence 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: loannis John Zoumas (b) Mailing address: 2050 North Country Road, Wadinq River, NY (c) Telephone number: Area Code ( ) 631-929-5500 (d) Application number,if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes x❑ No❑ If yes,which state or federal agency? NYSDEC Tidal Wetlands 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. 1-1 Yes ❑ No Fx 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 11 Yes 0 No K 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 7 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 11 No © Not Applicable 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 0 Yes E] No ©Not Applicable 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. 0 Yes 0 No® Not Applicable 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 0 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. ❑ Yer-1 No© Not Applicable Attach additional sheets if necessary WORKING 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. 7 Yes 0 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 r Created on 5125105 11:20 AM BUILDINGS: PROPOSED 2 STORY RESIDENCE 5 BEDROOM ZONING R-40 (RESIDENTIAL) SITE DATA. SCTM/j 1000-13700-0100-005 001 SITE AREA 0 751 ACRE GENERAL NOTES: �9• 1 THERE ARE NO KNOWN WELLS (DEEP OR SHALLOW) WITHIN 150' OF PROPOSED SANITARY STRUCTURES THERE ARE NO KNOWN STORM T� C DRAINS WITHIN 20' OF PROPOSED CESSPOOLS2° •� `.� `yam'!. ��� 2 ALL EXISTING WATER WELLS AND SERVICES ON SITE ARE TO BE ABANDONED & DISCONNECTED AS PER SCWA REQUIREMENTS 3 THERE IS A WATER MAIN AVAILABLE ON STILLWATER AVE ' 4 PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 5 BEDROOMS r SURVEY NOTES: N/F 1 MEASUREMENTS ARE ACCORDANCE WITH US STANDARDS MILDRED DAVID PUBLIC WATERDEVELOPED y oto 2 BEARINGS SHOWN AREE IN NEW YORK STATE PLAN COORDINATE SYSTEM, LONG ISLAND ZONE 3 ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988 4 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION / �^{ `\ ) h \• \ C d " 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW 5 ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S "EMBOSSED" OR "INKED" SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES /1 ,/ T3 \00 �n4¢� ��_ `f•� �,> �=� 6 CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS SAID CERTIFICATIONS nj SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTIONN, CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS VP.�S \ / / L, ' `-; 7 RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED \ _ r,�^ �/ \ o 8 THE SURVEY CLOSES MATHEMATICALLY \l_ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES EXISTING SANITARY SYSTEM TO � OS BE ABANDONED AS PER SCDHS STANDARDS 0 oFO A LINE OF DEMOLISHED BUILDING `.1 �° qT °!,e p \JC L/ "c'�� LINE OF DEMOLISHED BUILDING DEPTH GRADE PROPOSED FUJI CLEAN CONTROL 1590' PANEL IN NEMA 4X ENCLOSURE '�� / \ �,�' '1 \ \� �,,/_ EXISTING SANITARY SYSTEM TO O - _ PROJECT DARK BROWN LOAM(OL) �pS) / /\f 1P A 1, , -9T, \ BE ABANDONED AS PER SCDHS '�. — �"-_`_,�'•' / �O,o .111 ° \ \ STANDARDS �. \ ✓____ LOCATION 1' 1490' PROPOSED MAC "R"AIR BLOWER MODEL Q ,, .1 MAC80RII TO BE HARDWIRED TO CONTROLLER LZ / j ,1'' ,1SJ, Q 11, �• �/`'•� `y -____ _ BROWN SILTY SAND(SM) EXISTING OIL TANK TO BE REMOVED % / p'\ �j"/Q�sFQ 1111 °O - / '1'j .QLtc,� 3' .? 1290' PROPOSED VENT W/ CHARCOAL FILTER °'�+yp 18" MIN ABOVE GRADE, 36" MIN FROM / II / '/' O fit. I Q ((< ANY WINDOW OR DOOR ,0 /11 �� B,q'1'Q"OQ y OJ 0 PALE BROWN FINE SAND(SP) o MB 10'MIN O�D�OoO'OO,P°1111• {/ 5-MIN S/'� 0�-0 ) rY )Z 1 30' (HIGHEST EXPECTED GROUNDWATER �, S� Q O � 1,11 1 0/� 2' \e 0 I t, \ JOYCE E DEWAAL � \a\C�9t 149' 10' I� � MIOOO/h Q 11 . DEVELOPED \0'nG AI O 111''J i� t- PUBLIC WATER �a '`�., \\\ WATER IN PALE BROWN FINE SAND(SP) Ix \ 17' -1 1' 4 P OOOOo ��2 0�l`�:1 TEST HOLE BY MCDONALD GEOSCIENCE- 12/07/21 TEST HOLE / \ #•K a�sT' 'O�ti 'I�spoT p�' /L; `� LEGEND /� � (� � � �.�\\,\ NTS /�' _ /`F�F I, 1� 10 —__— PROPERTY UNE �/ Z v' 1 �J \� �_/ —II— EXISTING CONTOUR LOCATION MAP LL n PROPOSED CONTOUR � I, �� — 7 SCALE 1"=500't r PROPOSED FUJI CLEAN I/A OWTS 0 250 50D ot f' / OC•Q MODEL CENT I� �j f} ',6 16 t t 6 j L—J STORMWATER DRAINAGE CALCULATIONS Feat VPROPOSED 4'm SAMPLING/DISTRIBUTION D.0 7 rE J� ��Y))J -�-' MANHOLE(INSTALLED TO EXISTING GRADE / ;E`✓ z_- ELEVATION) REQUIRED DRAINAGE CALCULATIONS, rn -r, / (2" RAIN EVENT) c ct FAIL IN fit' , ♦ (Iv PROPOSED SANITARY LEACHING POOL F,9 I L^_^ PROPOSED FUTURE EXPANSION POOL IMPERVIOUS (ROOF) = 2,600 SF FO / �,:✓.• /} j C=(2,600 X 1)= 2,600 1 \ PROPOSED SANITARY PIPE 2 600 X 211/12" (RAINFALL)= 442 CF u \ SQ�;B l-.� j ff�� —r— PROPOSED 21'0 HDPE VENT PIPE IMPERVIOUS (GARAGE ROOF) = 576 SF p ( ,2] /'S, —_—PIPE FOR MAC'R"AIR BLOWER AS PER !Lj?„ <; •r6'� fir'S /,`.� MANUFACTURER'S REOUIREMENTS C=(576 X_1)= 567 U �rti `z" \`w •\ fel^ PROPOSED U G ELECTRIC SERVICE 576 X 2"/12" (RAINFALLI= 100 CF h G �. / 5 PROPOSED DRAINAGE CALCULATIONS, ",` ?'ip��; ye \ 1 —�—PROPOSED UG WATER SERVICE 3 �/ �''• ✓ i ��1 PROPOSED B'm LEACHING POOLE `\l (OEPTN AS PER CALCULATIONS) 442 CF REQUIRED ,o PROPOSED 8'e LEACHING POOL(OPEN GRATE) 8'0 DRYWELL= 442 CF/25 1 CF/VF= 17 6 VF 4 (DEPTH AS PER CALCULATIONS) r`SgTF� / 0 / PROVIDE (3)80 LEACHING STRUCTURES ® 6' DEEP TEST HOLE LOCATION GARAGE ROOF \• j C) w°o0 PILES 100 CF REQUIRED UTILITY MANHOLE 8'0 DRYWELL= 100 CF/25 1 CF/VF= 3 98 VF •`.'Pf/ �: - PROVIDE (3)80 LEACHING STRUCTURES ® 4' DEEP L WATER METER DATE BY DESCRIPTION APPROV BY 4",/F\ WELL IMPERVIOUS LOT COVERAGE CALCULATION REVISIONS 4I,_CGUY WIRE/ 2,600 SF HOUSE 3915 STILLWATER AVENUE � // / F- I TING WATER METER - .-)`o' FUG POLE = GARAGE =576 SF Gn° GAS METER POOL =720 sF CUTCHOGUE NY 11935 CONIFEROUS TREE TOTAL= 6,786 SF 0 0 '1� / PROPOSED RESIDENCE 3 FEB 6 202 1 �r DECIDUOUS TREE PROPERTY = 32,713 56 SF / CONIFEROUS SHRUB (ENTIRE LOT IS LOCATED IN THE ADJACENT AREA) unuTy LIGHT POLE OF COVERAGE = 6,786/32,713 55 = 90 74s tF OF NEIy PROPOSED SANITARY PLAN Southold Town SITE--,,PLAN ;% � POLE �'�� "T A'sr�y°� E ELECTRIC RIC METER CD Board of Trustees SCALE , ao' —oH— OVERHEAD WIRES /* * L. K. McLEAN ASSOCIATES, P.C. 11_(*I Feet u¢muurmx wµmora'sr�'willixs lura vptsnsns \r Designed B SULTING ENGINEERS /37 SOUTH COUNTRY R0,BROOKHAVEII.NEW YORK e N O D 20 40 _ UNDERGROUND GAS rt'�s ROUND DRAIN INLET reow..wts 2 v MF/CFD Sema AS NOTED sheet No n oV i�,«e.�Deeesoc�FK.aeee � 7 97 �, Drawn By MF Dote JANUARY 2021 SANITARY VENT frn'PFntMEaexOEsumoKlOWtlNS�xs ,� r 'I SANITARY CLEANOUT �� uvsr�' 'na uo `C„IONp' S 1 CO n¢c�c.'arm nai onort a rE.�nor+wt ra a ee w t��nnraa4e uA5 m u. Lm �,_y1 Approved By RGD File No 20092.0 POWER SUPPLY CONNECTED TO DEDICATED 120V AC SINGLE PHASE, 20A CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL OF THE HOUSE FUJI CLEAN CONTROLLER AND ALARM PANEL PROPOSED MAC "R•AIR BLOWER (MAC8OR11) POWER CONNECTION TO BE HARDWIRED TO CONTROLLER AS PER 2}"0 (2"MIN) HDPE VENT W/ CHARCOAL FILTER 1B" MIN PVC PIPE FROM MAC "R" ABOVE GRADE 36" MIN FROM ANY WINDOW OR DOOR BLOWER TO AIR INTAKE AS PER MANUFACTURER 5 PLASTIC COVER WITH CONCRETE POLYLOK 20" SOLID STOPPER OR END PLUG REQUIREMENTS SAFETY LID W/ HANDLE 0 PLASTIC COVER (15 30) COVER CONCRETE 10"x 15" QUAZITE RISER TYP FOR ALL 3 IN LANDSCAPE AREA POLYLOK 6" RISERS 15b MIN MIN 4" DIA 4' MAX All 0 11 1 Ir 12"MAX SDR 35 PVC PIFE POLYLOK 20" 6"CONCRETE --- E-E E E E E ------------------------------- _ F SLAB BOX 1/8" PER 1' ENDCAP TYPE — ELIN6-BE110E-- SDR 35 PVC PIPE PITCHED INV = 13 00 INV = 12 83 MIN 1/8" PER V PROPOSED 4" CAST IRON 4"SDR35 WASTE PIPE SANITARY PIPE TO BE CUT NO INV[ (IN) INVERT (OUT) INVERT (IN) LESS THAN 2 ' FROM ® • PER FOOT MIN ELEV 12 70 ELEV 12 53 ELEV 12 40 FOUNDATION WALL INV=13 40 _ 2" MIN ABOVE MIN 12"COMPACTED SAND OR OUTLET INVERT PEA GRAVEL LEVELING PAD (EFF DEPTH) •10 FOUNDATION N DISTRIBUTION/SAMPLING BOTTOM OF TANK EL 7 91 30, (MIN) I/A OWTS FUJI CLEAN CENT 700GPD I COLLAR I--(MIN) I COLLAR 5 JJI BOTTOM OF POOL .. I EL 473 3' MIN ABOVE HIGHEST xPEETE DWAfiEfr`� INTO A-PENEfRATI INTO A VIRGIN STRATA OF SAND & GRAVEL HIGHEST EXPECTED WATER ELEV=1 50'—————————— ----- TYPICAL LEACHING CLEAN SAND AND 0Pool- GRAVEL 0+00 O+2s o+so0+54 SCUM BAFFLE B 2•-„b” 2 -Ba" -1 CHAMBER Volume(gal) SANITARY SYSTEM PROFILE II Sedimentation Chamber 397 N T S [CIRCULATION © Anaerobic Filtration Chamber 396 rn e O AIR UFT PUMP 3 Aerobic Contact Filtration Chamber 181 T1CYLISINFECTION NDER(OPTIONAL) (D Clan6cation Chamber 90 w Q Disinfection Chamber 6 4"INLET PIP OUTLET PIPE Total Volume 1069 La, 4 A �;. � SPECIFICATIONS L—~-2-0 © Anaerobic Media PP/PE 4" 1 MAT SPECIFICATIONS CONFORMS TO ASTM A48 CLASS 30B OR 35BBoard Tvpe Aerobic Media PVC/PP/PE I FFLUENT 1� 2 LAAO RATNG FOR AASMO h HIS 20-44 HIGHWAY OD MAD NG INLET BAFFL AIR LIFT PUMP Aerobic Media PP/PE F'�-TO•� 3 pEC�D COVER AEDEOUFACNRED BY LONG ISLAND L� AL ® O BID— 3 5cfm sraNLEss SECTION Tani. FRP STEEI.BOLT of Piping PVC/PP/PE Access Covers Plashc/Cast Iron PLAN 1/8-INK WA�1 2-1/2'VENTILATION Pik OW BAFFLE /2•Al.INTAKE Disinfectant(Optional) Chlonne Tablcls 3/g•0-RMG CASKET RECIRCULATION PIPE (CLEANING OPENING) B FLOW OPENING(TYR PLAN VIEW MAX - 24"0 WATER TIGHT HEAVY DUTY FRAME & COVER NTS DISINFECTION gA "ACCESS COVER 18"ACCESS COVE 18•ACCESS COVE 24"ACCESS CO CYLINDER(OPTIONA (TYP) (TYP) (TP) OW OPENING > 11 " STOPPER OR END PLUG CO RD TYPE 10'.15'OUAZf1E LL NTACT MEDIA FWIHED ENCLOSURE WITH COVER OWE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DATE BY DESCRIPTION APPROV BY CIRCULA710N REVISIONS R UFT PUMPSEED �- FTPR°LESJD� 4' PIPE CUTCHOGUE NY 11935 111[11 V 4'-11'aPROPOSED RESIDENCE ROBIC MEDIA 'eP WYE BRWCH 2021FE RATIONASSEMBLY _ �W EOFNf SANITARY DETAILS c TYPICAL CLEANOUT DETAIL * e� �r* L. K. McLEAN ASSOCIATES, P.C. I NTS r / CONSULTING ENGINEERS 4S7 SOUTN COUNTRY RD.BROOKNAVDI,NEW TOR%11719 Southold T A-A IEW SECTION B-B VIEW raE4REM hRN�h.MRWc�DRRCaEud� ' Designed By MF/CFD Seale AS NOTED Sheet No -o Board of Trustee 97 u� AN CEN7 SEPTIC TANK DETAILS rNwR aED F� sloHa�� S2 wE Rff [a D ff nw. DrawD By MF pate JANUARY 2021 d NTS oEnxus Nm/DR w� SEEbmYo ) Approved DA's a1 w Ad B -1 r RGD Fie Na 20092.000 Ll T T I <z2 TORQUE TO. 20 IN-LB TORQUE N TO, 5.3-7.1 IN-LB 4 1 1 N i � �I 4 -1 4- - -t - �- - - - 4TB1 I I I I I I I a� I I BRANCH CIRCUIT PROTECTION, OVERLOAD PROTECTION, I N 120VACL1 v B I I I MAIN DISCONNECT AND OVERCURRENT PROTECTION I INDING PM ALARM FLOAT I U — v B — � OF-INCOMING FEEDER CIRCUIT PROVIDED BY OTHERS CB108 TEST, NORMAL, SILENCE I I I AND MUST BE SIZED ACCORDING TO PUMP/MOTOR T PUMP FLOAT MANUFACTURING SPECIFICATIONS 2 AMP 1 TNS108 - - - - - - - - - - -I- - - - - - ---� CIRCUIT BTBRREAKER N o I S ° AH111 I T 1 2 PUMP P PS112 I MRN 1 N o 1 2 I AERATOR A —I = PSYITCFI URE S ° I 1 LUG LT115 TORQUE TO T111 FS115 TBI 45 IN-LB 2 �e a x1 R x2 I EXTERNAL COMPONENTS (COMPRESSOR AND/OR PUMPS) PROVIDED BY OTHERS AND MUST BE U.L APPROVED THERMALLY-PROTECTED PUMPS ALARM FLOAT BEACON I , I I cB12o TBI TEMPERATURE RATING OF FIELD INSTALLED CONDUCTORS MUST BE AT LEAST 140 DEG, F. _ _ _ _ _ _ _ _ _ (60 DEG, C, ). TERMINAL STRIPS AND GROUND LUG USE COPPER CONDUCTORS ONLY, 15 4 - - - - - - - - N 2 AMP 1 r CONNECT GROUND LUG IN PANEL TO A SECURE EARTH GROUND CIRCUIT BREAM DASHED LINES REPRESENT FIELD WIRING � _ _— FIELD WIRING SECTION A AERATE l - FIELD WIRING LINE DIAGRAM NTS m u > CBB1128 TBI FS128 TB1 2 20P 1AM 5 - - v�e - - -7o- - - - - - -, r - - N v°O PUMP i CIRCUIT BREAKER PUMP FLOAT C P PUKP 1 ix�muumn w iucac i,�miwoFc�ra ow�nn°a A O ELECTRIC LINE DIAGRAM �Ne A Um d�T2„�RTON .WFGIIONSmE IXE r�i YUSf 9W,SE4.6UE M9 -,j NTS o�iee ra noni"mwr w ixE umurou w+ria Nm/Ossvmmu., (xrz m w V �1 DATE BY DESCRIPTION APPROV BY REVISIONS j E c 2 3915 STILLWATER AVENUE ° E U l5 CUTCHOGUE NY 11935 r N 3 PROPOSED RESIDENCE _I= :),n:),ny FEB 16 2021 EOFNF(y WIRING DIAGRAMS ryT i hoop R1 A. L. K. McLEAN ASSOCIATES, P.C. Southold Town s CI CONSULTING ENGINEERS {37 SOUTH COUNTRY RO,BROOKHAVEN,NEW YORK 11719 � Sheet No ?p Designed By MF/CFD Soule AS NOTED rn Board of Trustee \� ,97 rn v R SSIONp� DT By MF Dote JANUARY 2021 S3 d SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Approved By RGD Fie No 20092.000 NOTES PROPERTY OF 1 MEASUREMENTS ARE IN ACCORDANCE WITH U S STANDARDS 2 BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, VICTORIA M. URY ® LONG ISLAND ZONE ELEVATIONS REFERENCE NA VD 1986 ON THE ON MAP OF UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED PROPERTY OF M.S. HAND LAND SURVEYOR'S SEAL 1S A VIOLATION OF SECTION 7209,SUBDIVISION Z OF THE FEB16 NEW YORK STATEEDUCATION LAW. LOTS 15 AND 16 CUC05 ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND S UR VEYOR'S EFILED SEPTEMBER 18MBOSSED'OR'1NKED'SEALSHALLBECONSIDEREDTOBE 1 930 AS MAP NO. 730 VALID TRUE COPIES Southold Town 6 CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY PREPARED IN SITUATE AT CUTCHO GUE Board of Trustees ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LANG SURVEYORS #1T r ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, TOWN OF S OUTHOLD GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDINGINSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE SUFFOLK COUNTY,NEW YORK TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS 7 RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED LOT 17 -AREA OF PARCEL = 32,724f SQ.FT. OR 0.751± ACRE 0 8 THE SURVEY CLOSES MATHEMATICALLY OLD WELL (AREA TO TIE LINE AT HIGH WATER LINE) NAIL IN 1.3' SHED ROOT N 44°22'28' E 1.3' 18' 34510' FENCE 0.6'N 20• 12- PIN 4'PS W FE. D FENCE 04%5 2'POST AND WIRE FENCE v — y y � POST 0.8'S )v � „ � I , -` 7• 14' ROOF OVERHANG _ 01 FENCE POSTS LU F- 74' ------- ONLY Ll.l 1 W o 16' 363, POST 0.5'S E US 12' 24' 2 STORY 132' WOOD WALL 20' ELECTRIC ON POST LU � 0 6 jl`�7/-�S OIL I MASONRY GAR,d�4jWOOD " £ 1 ` X10' Q o10' , 510, TANK I a WITH LIVING y�+N10 a 20' �.T ( `�18, i SPACE ABOVE 9.1,CK v22" RETCWATLL Y �C 1 10' 12' TWIN 24' 1�f'r FF EL. ^t w Ld 3 LOT 16 24 ,43 3ra3 I 4-% 16' o w y�o GRAVEL DRIVEWAY WOOD RET. A�L J 1 _ 1� q j_--____ J_— �•■ CY- W 3Y SLAB 18' �.r-'�3 520' CONCRETE SLAB1111011 ` g p a . 161,O r �l/8, WOOD RET. WALL 1x U a � / — 412 % £ 0 16' — — — — — — — 26, — — — — �+ — — — � 28.0' N CU z 18' TWIN RIM 1405 ER ----------r---- o + 16' -------- -1 1 Ln ® 7IMH SLATE r TRIZIC WA ff O_DD_D_ECK 36,4 2 N (n w —1 Z 30' 2B" \l.", i I 41.2' FF EL LIL 0 ® QJ'' /1\ I it 145 #15 10 I I 1 STORY 1 d ROW f w GH —OH 12" TIMBER SPRUCE it FRAME N 179'' `'W 3 30' OHOH _ TIMBER AROUND VAULT j-- FF EL DWELLING ➢UDR Z WOOD DOCK GRAVEL DRIVEWAY 7 270 BRICK WALL ----� P ROOF OVER I 155 #3915 I W WDOD FLOATER £ � LOT 15 16' ® a 1 41,2' 1 e4' ROOF OVERHANG Rl u 3 a s o 24' 6' l8' ~HE➢GE 0 4 N ."'., HEDGE I PIPE FENCE 0,5'S 3'POST AND WIRE FENCE X 86'Nr 1s, 00.1 4' TWIN S 46°12'48' W ,348 96' W FENCE 0 9'N a2 3� LOT 14 P�_of NEW� 1 P L. S j j 4 SUFFOLK COUNTY REAL PROPERTY TAX MAP LEGEND yp� <<�� DISTRICT 1000 z 221 SPOT ELEVATIONS ti� y * SECTION 137.00 MON EL ELEVATIONS is BLOCK 01.00 FF FIRST FLOOR LOT 005.001 O WOOD PILES ti QU UTILITY MANHOLE TRACK N ® WATER METER �A 0505280 WELL ',jrC` AAVE- /C� — _ �- GUY WIRE CERTIFIED TO. V�DLAND S DATE BY DESCRIPTION APPROV. BY V I� __0FLAG POLE REVISIONS C50' p GAS CONIFTER EROUS 1) IOANNISAND MARY ZOUMAS Town Of Southoold WIDEN A IF CONIFEROUS TREE ;21 CHICAGO TITLE INSURANCE COMPANY TOWN OF SOUTHOLD 0 DECIDUOUS TREE Suffolk COL1IIt New York CONIFEROUS SHRUB 3 ABSTRACTS,INC. 3915 STILLWATER AVENUE UTILITY LIGHT POLE CUTCHOGUE, NEW YORK -O UTILITY POLE — _ — — MON ® ELECTRIC METER I hereby certify that this map was made from an actual survey; PROPERTY SURVEY — — �+— — OVERHEAD WIRES completed by me on 08/22/2020. ; —c— UNDERGROUND GAS _ L. K. McLEAN ASSOCIATES, P.C. ® ROUND DRAIN INLET /J �n CONSULTING ENGINEERS & LAND SURVEYORS or�Vl SANITARY VENT �/ &--A 6L ,� A0_j4II..Ci✓� 437 S0. COUNTRY ROAD) BRI.= 30'VEN, NEW YORK 1 SANITARY CLEANOUT Sur eyed By' J,P./J.P.L Scale 1•= 30' Sheet No TAMARA L.STILLMAN,P.L.S. ]� NYSPLS No.50528 nrc.n By. ➢.M net.• osi27i2o2o 1l P+\20092000 3915 Stillwater Ave. Cutchogue\Survey Dept\Drawings\20092.000 Surveydwg 6/29/2011 417 PM Tamara Stillman Approved By, T.L.S. Floe No 20092.000 SS. , 44 �� PHOTO 1 PHOTO TAKEN ON 1/12/21 III � - _ `� PHOTO 2 PHOTO TAKEN ON 1/12/21 100 Rit •' 7 t PHOTO A'7* ?� �. 3 ., .. G .• .. 7/21XN- 4 1 PHOTO 4 PHOTO TAKEN ON 1/12/21 RL � N led � �` w +• •�� �"'''fes- x s S :+ , � 1 . 1 • - '.. �.. .' . ra. PHOTO 5 -k..► 4�'� P a PHOTO TAKEN ON 1/12/21 ". PROJECT L ^p PHOTO 6 . a �-� ��/, `,�.•� •, � w._ ��.` - PHOTO TAKEN ON 1/12/21 �4J *f DATE BY DESCRIPTION APPROV. BY -c- it . 4r \ REVISIONS ` 3915 STILLWATER AVENUE CUTCHOGUE NY 11935 49 ,� .. v ,� { ' •� .�8. _ At. PROPOSED RESIDENCE I FEB 1 6 ;21 SITE PLAN LEGEND: p��Sh ; OF tjrq• PHOTO COVER SHEET 1 SCALE: 1"=40' /�iA. •�P pt S�y0 r o zG 40PHOTO NUMBER h LOCATION �• Apo `^ �� L. K. McLEAN ASSOCIATES, P.C. I TRY Southold Town LOCATION MAP (� r� CONSULTING ENGINEERS 437 SOUTH COUNRO.,BROOKHAVEN.NEW YORK 11712 tees SCALE: 1 =600 T osaeGea er MF/CFD Scala: AS NOTED Sheet Na. 97 Drawn By: MF Dote: JANUARY 2021 psi a•»K.,mi m.i m w APP.oYaa By: RGD F;i.No. 20092.000 I EROSION CONTROLINOTES: I I THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED AS A MINIMUM THE SITE IS SUBJECT TO MONITORING BY A QUALIFIED EROSION CONTROL PROFESSIONAL AND BY THE NYSDEC,AS OUTLINED IN THE STORMWATER LEGEND• - POLLUTION PREVENTION PLAN THAT HAS BEEN SUBMITTED TO THE AGENCY FOR COMPLIANCE WITH CONSTRUCTION ACTIVITY REGULATIONS --PROPERTY UNE /L r �� RAG y0PA6 2 IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN,THE CONTRACTOR SHALL COMPLY WITH ALL —11— EXISTING CONTOUR s ( ADDITIONAL MEASURES DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE COURSE OF THE 40 tsu GC p00 CONSTRUCTION PROPOSED CONTOURPROPO \2 u `6 �-9� .Y�% 3 ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE INSTALLED PRIOR TO DISTURBING ANY SOIL OR 57 LQOJ MODELSCENjUJI CLEAN I/A OWfS \ \ „>i f C MILLING OF ASPHALT PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER THE CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE COLLECTED PROPOSED a'm SAMPLING/DISTRIBUTION 2G l� 6t���\� '�b �� SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE ENGINEER COLLECTED MATERIAL SHALL BE DISPOSED OF DMO MANHOLE(INSTALLED TO EXISTING GRADE —8� p�A�3p [ ��2�zov < —J 1 PROPERLY TO AN OFF—SITE LOCATION AS DIRECTED BY THE ENGINEER ELEVATION) PROPOSED SANITARY LEACHING POOL GO Gb may\ rj j Op00b 4 NOCONSTRUC TION PROVED/BY THEOR GROUND DISTURBANCE MAY OCCUR UNTIL ALL SEDIMENT CONTROL MEASURES DEPICTED ARE IN PLACE. AND(F� PROPOSED FUTURE EXPANSION POOL zo 5 SEDIMENT BARRIERS (SILT FENCE)WILL BE INSTALLED IN CRITICAL AREAS FOR EROSION CONTROL PURPOSES INCLUDING THE —s—PROPOSED SANITARY PIPE l I \ \ DOWN-SLOPE UMR OF ALL CLEARED/GRADED AREAS NO SEDIMENT FROM THE SITE WILL BE PERMITTED TO WASH INTO WETLANDS AND —v— PROPOSED 2I"0 HDPE VENT PIPE / 20 1 r\ 2 �Gp�� Pe \ �� ONTO ADJACENT PROPERTIES OR ROADWAYS, —_—PIPE FOR MAC"R"AIR BLOWER AS PER �' o MANUFACTURER'S REQUIREMENTS 6 A STABILIZED CONSTRUCTION ENTRANCE WILL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO CR 48 QOti pA(' ,1P /r\`s8 \ � THE CONSTRUCTION ENTRANCE WILL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY STABILIZED, —E—PROPOSED U G ELECTRIC SERVICE ��10 } 000 000 Q-0 e /bl.' �d�Oob- o 7 THE CO UNTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT ANY CONSTRUCTION ACTIVITY SEDIMENTS FROM TRACKING ONTO PUBLIC —�—PROPOSED G WATER SERVICE �1 J v'cyJJJb ROADWAYS PROPOSED 8'0x6'DEEP LEACHING POOL J —13 // A/ 2A \��� 8 CLEARING AND GRADING WILL BE SCHEDULED TO MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME AREAS ARE EXPOSED, TEST HOLE LOCATION \0 OS r / / Q r / / OGO 9 CLEARED AREAS,EXPOSED SOIL AND STOCKPILES WILL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND OTHER O WOOD PILES �� , ' %L \ O�� f MEASURES AS APPROVED BY THE PLANNING BOARD AND THE TOWN ENGINEER, Q UTILITY MANHOLE © WATER METER 0 DRAINAGE INLETS WILL BE PROTECTED THROUGH THE USE OF SEDIMENT BARRIERS AND TRAPS AS REQUIRED, (, / OG ROA 11 SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES WILL REMAIN IN PLACE UNTIL DISTURBED AREAS ARE PERMANENCY U WELL `f. OS \ \\ %r � IZED PAVED AREAS AND DRAINAGE SYSTEM WILL BE CLEANED AND FLUSHED OUi AS NECESSARY TO REMOVE ANY SILT AND GUY WIRE DEBRIS .S1 FLAG POLE '` 11 ppp�\ t qq O�'e r0- .,�\T 12 TREE ROOT AND TRUNK PROTECTION PROTOCOLS TO PREVENT DAMAGE FROM HEAVY EQUIPMENT SHALL BE EMPLOYED �?J GA5 ME �O SGg/ / C\ /�1IQI1 1111 A \/5 \\ I/� 13 ALL PETROLEUM-BASED LUBRICANTS WILL BE STORED IN SEALED CONTAINERS IN CONTRACTOR'S VEHICLES CONIFEROUS TREE It v05 / /III' 'O 1, 1 9/% Q �II 'PD i1' O \- 14 SPILL REMEDIATION SUPPLIES (EG,ABSORBENT PADS)WILL BE KEPT ON SITE FOR ANY TYPE OF EOUIPMENT-RELATED v DECIDUOUS TREE Ip� // / Till'\ ST 1'I, \ \ SMALL SPILLS THAT MAY OCCUR CONIFEROUS SHRUB 2� �// III` �,p/-�`� 15 ANY CONSTRUCTION EQUIPMENT WILL BE MAINTAINED AND SERVICED ON SITE, WITHIN THE SILT FENCE TO ALLOW THE UTILITY UGN POLE / ,d / ti/ S ,111 AOL Yr,r� CONTAINMENT OF ANY POTENTIAL LUBRICANT OR FUEL SPILLS unuTY POLE ` \ // F SFOS/�BFB 111 °p°yFpA LARGE SPILL OCCUR,THE I ELECTRIC METER \ \ IIII // •\� B�tiI'1 „ 16 UPONLTHE REQUIREMENTS OF NYSDECPANDESPILL RESPONSE CONTRACTOR er R AUTHORITIES SHALL BE NOTIFIED AND REMEDIATION SHALL OCCUR BASED l 1, /1ji111 /, 9s C(� O —DH— OVERHEAD WIRES 4,1 1 rrr —G— UNDERGROUND GAS \ \\ 1/lal OLS 11 J Gn1,r 111 OOb.r 11 ® ROUND DRAIN INLET 'P�,.O 11 111 Vp r ACJ ®V SANITARY VENT 0 SANITARY CLEANOUT 0 t''1 ,111 i 6�0'MIN. ��Q�i \\ � (` I / 11'•r 1 L , 1 6' aur p / 11 �,, 1 //c ��` tea•WX Gh,C smdrw sR FLOW L CONCRETE WASHOUTAREA \ rI/�-��(\;� l ,I�/sf�,�pl' `1 niv I�` Y yJ Sv v.f v v ;� � ���,�;r„4Y.rti��• t•Ir:o:;••��`_,s;��.� Y 1 SLOPE -O V / I IO �/ ' I ,.J I 4”VERTICAL v r S'.c"-•`3 ^.`.+'y1m,, r i,,, z O 1 I I�c FACE ,sL �. a � e:.'\ *? ,�,,•'' .`, PROPOSED , O ,f•�F �+ 1 SILT FENCE \,,,-/ e,� I �� a ^ti <<xx''� •�k}ry `vy7m. AS DETAILED —Iry"J)) — (� V BEDDING DETAIL PERSPECTIVE VIEW " X+ �f= •. .i C, ,F ` S QC ANGLE FIRST STAKE TOWARD 36"MINIMUM 2x2 r. \2 16 s `fes r' Iwr .woa R,rzr m:,��..wom.,':m y, Gp0 p / PREVIOUSLY LAID BALE r. ��� FENCE POST pee,emremnc wumeewurc r \ 000 �1E— [V.\ ♦ FLOW �=% G f��'t- WOVEN WIRE FENCE n ¢, (f. Q=�P / .TSI`fr- ,� �.• (exe-10110 WWF) z_ PLAN VIEW NAIL IN y�� + L: FILTER CLOTH R i sto m _ BOUND HAY BALES EMBED FILTER CLOTH R 0 A D PLACED ON CONTOUR MIN 6•INTO GROUND e ter^ rz 2 RE43ARS STEEL PICKETS OR sv \ G a 1 2"x2"STAKES 19 to 2'IN GROUND. NOTE. ,o,raWwe„o�ecra arae....,a. o TO� QpS DRIVE STAKES FLUSH WITH TOP OF MAIRAIUM DRAINAGE AREA CROSS SECTION HAY BALES 112 ACRE F 100 LINEAR FEET \, ANCHORING DETAIL `r41-9 STRAW BALE DIKE DETAILS SECTION DETAIL TEMPORARY CONSTRUCTION ENTRANCE SILT FENCE DETAILS_ m ^• ?404.r0 DATE BY DESCRIPTION APPROV BY U ROPOSEO ' ,� ,� Pb 3915 STILLWATER AVENUE REVISIONS o ® E C E 1 I N DN 'Ij CUTCHOGUE NY 11935 L�nl c� / PROPOSED RESIDENCE I?_3 (rr(te� RR / p O IMPERMEABLE I U 1 6 ` SHEETING 2021 R00 „ DR FLATTER 5_0 F N, EROSION CONTROL PLAN sEZDDN id SIDE SLOPE ��P RT A SJ rO\ SITE PLAN O O PUNO 0 00 �� `I o L. K. McLEAN ASSOCIATES, P.C. OCONSULTING ENGINEERS 437 5011TH COUNTRY RD,BROOKNAVFN,NEW YORK 11719 Southold Town SCALE I"=40' Sheet No Board of Trustees 20 '° CONCRETE WASHOUT DETAIL D„r��M.�ra=nE� m�D y / =m w RAR w R w ra�,m,ce s Dee yDed By MF CFD Scale AS NOTED O Feet wm/an ra�ccouaum.,srtcnunog VNr35 Rs )9 n C NITS \ f p� Drawn By MF Date JANUARY 2021 fl ov.° ew> rvu DnDrt or ra/1r[wrmR w ne $SID N E C 1 1/ /0R saEcraron`nwY2j°M 1"'B fD'w ` Approved By RGD File NO 20092.000 •s d + qq " t(- 20 ro 10 10, 83 ey a )B 1.3A i��' " - T9AHOF6Ouitnu pF TBB - J T . IRS7 � cif/ + ,• , ��` � ® • 3CODs 23 24 28 27 RD to. g g B 3t 4d, tp it 01 ,• t�,�-"-"�a'`v+"�`� -E i++�'"+Yt�.,, A — uw:r --.o.— n ww� u.ncrmiv � SECTION NO NoncE COUNTY OF SUFFOLK © E • scutNan -- NNN,w�KroNoN ReaIProperty Tax Service Agency r ~'�`�-^- -- ':a--• 'tet--- -- .�, - -- - - _ �� oounn r.Me.Nlw�aNr„om t w,.BEa -137` A PROPERTY MAP