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HomeMy WebLinkAbout1000-70.-4-27 OFFICE LOCATION: 4 MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) : ,c Telephone:631 765-1935 Southold, NY 11971 p LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: May 12, 2025 Re: LWRP Coastal Consistency Review for THE MICHAEL E. & CHERYLYN R. FOSS JOINT REVOCABLE TRUST SCTM# 1000-70-4-27 Cole Environmental Services on behalf of THE MICHAEL E. & CHERYLYN R. FOSS JOINT REVOCABLE TRUST requests a Wetland Permit to demolish existing two-story dwelling with porch, paved driveway and chain link fence; abandon existing sanitary system and install an I/A OWTS system landward of proposed new two-story approximately 56'x37' dwelling with an 11'x5' front porch, a 38'x10' covered rear porch, and 18'x12' open patio; construct a 24'x22' detached garage with 8'x11' open air covered walk between the garage and dwelling; install exterior basement stairs on west side of dwelling and two basement egresses on east side; install a 22'x10' swimming pool, pool drywell, pool equipment area, and pool enclosure fencing with gates; install A/C units and a generator; install a pervious driveway; and install gutters to leaders to drywells to contain roof runoff. Located: 775 Hill Road, Southold. SCTM# 1000-70-4-27 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 action is CONSISTENT with LWRP Policies and, therefore, CONSISTENT with the LWRP. 1. Reduce turf area against the water body. A native plant, non-fertilized vegetated buffer is recommended to further policy 6. 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: Honorable Lori Hulse, Attorney Town of Southold MAY 0 5 2025 LWRP CONSISTENCY ASSESSMENT FORM SOUTHOLD TOWN PLANNING BOARD A. INSTRUCTIONS 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 si ugh ficant 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" 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# 1000 _70. -4-27 PROJECT NAME Foss House 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: Please see attached project descripAion. Location of action: 775 Hill Road,Southold, NY 11971 Site acreage: 0.5 Present land use: Residential 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: Cole Environmental Services on behalf of The Michael E.and Cherylyn R.Foss Joint Revocable Trust (b) Mailing address: 425 Montuak Highway,East Quogue, NY 11942 (c) Telephone number: 631_369-9445 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No❑✓ If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑✓ Yes ❑ No ❑ Not Applicable Proposed construction Is in keeping with the character of the community and maximizes distance to the wetlands 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 0 Yes ❑ No ❑ Not Applicable The proposed site Is currently developed with a single family residence. 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 construction was designed to keep the existing tree in the rear yard. The project is in keeping with the character of the community and maximizes distance to the wetlands to the greatest extent possible. 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 W1 Yes ❑ No ❑ Not Applicable The existing bulkhead protects the property from erosion and flooding. The proposed residence will,be further landward than the current house, further protecting the structure and minimizing loss of I'rfe and structure. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section In —Policies Pages 16 through 21 for evaluation criteria ❑✓ Yes ❑ No E]Not Applicable Proposed drywells will collect roof runoff. An I/A system is proposed in the front yard,helping to reduce nitrogen and protect water quality. Attach additional sheets if necessary a 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 l 1 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. Not Applicable ❑ Yes ❑No 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 0 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. ❑ YeF0 No©Not Applicable Attach additional sheets if necessary WORDING 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 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 0✓ 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 Chris Cole TITLE Agent DATE 03/04/25 ILA 61 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631)369-9445 Wetland Project Management Project Description Michael&Cheri Foss 775 Hill Road Southold, NY 11971 SCTM NO: 1000-070.00-04.00-027.000 Proposed new construction. Existing structures to be removed, including 2-story 2,164.37 square foot house, 142.6 square foot porch, 1,073.5 square foot paved driveway, and chain link fence. Existing sanitary system to be abandoned as per SCDHS specifications. Proposed 2-story approximately 56'X 37' residence with 24'x 22'detached garage and 11'x 8'covered link between the two. Exterior basement stairs on west side of house, egresses on east. 11'x 5' front porch, 38'x 10' covered rear porch, 18'x 12'open patio,and 22'x 10' pool. Pervious driveway. I/A sanitary system in front yard. 8'x 4'drywells for pool and roof runoff. www.ColeEn- iron menta[Services.cc:n 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management Photo Sheet Michael &Cheri Foss 775 Hill Road Southold, NY 11971 SUM NO: 1000-070.00-04.00-027.000 PHOTO 1—AERIAL(FACING NORTH) <3 _•., k. 1 I www.ColeEnvironmentalServices.com 1 1 � 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management PHOTO 2—AERIAL(FACING EAST) ,� I• �, tea,�.�i i PHOTO 3—GROUND LEVEL(FACING SOUTH) www.ColeEnvironmentalServices.com 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management PHOTO 4—GROUND LEVEL(FACING NORTH) =� A' ~' r _ i r •L - PHOTO 5—GROUND LEVEL(FACING NORTH) www.ColeEnvironmentalServices.com Y 425 Montauk Highway - East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management PHOTO 6—GROUND LEVEL(FACING EAST) t 41. 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'`,te r ui F __L' _, � '� f 6 d° a°16! ,t 5 9D{j',a 16 g 4 t�_. \ N �S,a''" r•�,I _ „al' P U 70 w,xa „'� sic:NO - o sx .' �.. ... ranwu06 a�umew '- R 2az V'� 'y�� 333 s� +u,. , SE a xr e0 °9 —JL r.-.'aTr Y'tt YT p u s II- tNe II ,,r,r ... I 4 4 nN ' S 4 $ 3 a o a •.'�,•°• `"",°.••"' ".. xwe COUNTY OF SUFFOLK U Nonce s 5,,,w ,,,. lap stcllw w tt I I'r,,per,y la.S i-1Ren., .,,wxlua sutm v r xe+narat. oem�aniu+a wrr ronror rc frE ` si.,ra„cawry rnzlw.Aoene '� n ' �•�� ,n vnn.u, O�Q wx,tu„v,sY,x 6'aa V • p ,� r.,,vom +-'� -_ ..ter•... 1271 .�,o-... 'a,.,,. _.__ -•a«� 8 rtur w,o�ry r�u Se,v�ce.•c�ev ^,„°`�. �ate' .,�rs rc i SITUATE SOUTHOLD THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-70-4-27 2-1/2•VENTILATIONB PIPE SCALE 1 "=20' LOT AREA = 22,198 sq. ft. q 83 -2j' 2'- I 2' 2�- I RCHITECT UPLAND AREA = 19,013 sq. ft. -8 CHAMBER Volume(gal) A I Sedimentation Chamber 397 _ 2 Anaerobic Filtration Chamber 396 EdRCULATION ©\ / AIR LIFT PUMP 3 Aerobic Contact Filtration Chamber 181 TEST HOLE DATA / / \ SINFEeMON d Storage Chamber 90 \ - CYIJNDER(OP110NAL) Disinfection Chamber 6 Total Volume 1069 REVISIONS D E S C R I P T I O N HOLE DUG BY SUFMX COUNTY SOIL EVALUATIONS ON FB. 22 2025 4'INLET%7 t \ \ / A OUTLET PIPE EL 1a.o' D, /Mp ROVFO, 1 A[ 1 I SPECIFICATIONS BROWN LEAN CLAY R SILT W/SAND (CL&mL) pUe�/ ` / / w _ 0 Anaerobic Media PP/PE Filling Rate 32% C+15.11 Wq T \ Board Type Aerobic Media PVC/PP/PE Filling Rate 17% FR ENT Aerobic Media PP/PE Filling Rate 55% 3.3' Blower BROWN SANDY SILT(MU INLET B ® AIR LIFT PUMP 2.8 cfm PALE BROWN SILTY SANG (SM) 2r VEN71 0 \ \0 Tank FRP 5.3' PIPE ­_ Piping PVC/PP/PE PALE BROWN FINE SAND(SP) �14.6 Access Covers Plastic/Cast Iron ALEa 0B'ROWN +15.19 RECIRCULATION PI P 6.5' SILTY�(� �ELT \ OW BAFFLE 1 /2'AIR INTAKE Disinfectant(O tional) I Chlorine Tablets FLOW OPENING(TYP. (CLEANING OPENING) B PALE BROWN FINE SAND(SP) 15.0 PLAN VIEW \ \ �\ CA� \ S \ \� \ s8"Sj'S +15.30 /Mp \ ISINFECTION qy\ 15 0 `SO" ROVFp 18'MANHOLE(TYP le MANHOLE(TYP 24'MANHOLE(TYP CYLINDER (OPTIONAL) 4'MANHOLE p PALE BROWN FINE TO COURSE SAND (SW) �\ �� G/ 15.3 °j �� 15.2 +15.24 C W,q R ? - OPENING EL 0.1' \ � \ T F ` ' CARD TYPE \ \ \ \\\ _ CONTACT MEDIA WATER IN PALE BROWN FINE TO COURSE SAND (SW) n.o' f= �\ 14.9�00 , +15.07 \ co + 0 5.43 CO L C O Toe RFMo qr / / \q\ `\\.0 © X X THIS SITE PLAN HAS BEEN PREPARED l�o�'�4oV,�o N Leo y / o, - - r�l� aRcuunoN USING THE INFORMATION FROM THE s oy .oy / / / \ O.. - -- -- SURVEY OF PINNACLE LAND SURVEYORS of of ip�cb eq/R �/ l p1/ 4V �c +14•98 1 c p O Q ASSEMBLY LLP DATED JULY 17 2024, UPDATED PoROPo � �,yp40W4P 1 .5 / +15.0 a\n, JULY 29, 2024 ,eok� HE1y� \ \ ©�UPLAND LOT AREA = 19,013 s t. 4 0?R' eie? a'o _- , *44%y wq .f l S �OFsa�F \ EXISTING IMP AD, coTo s So, '�'o e0k " R�HO,� FOR o 15 °"� \ OBIC MEDIA IMPERVIOUS LOT COVERAGE N �y '�oF / +14.3 c ROOF w / + AMON ASSEMBLY DESCRIPTION AREA % LOT COVERAGE 0.0 / \ Cb HOUSE 2164.37 sq. ft. 11.3% e�Ni�4o O bZ�OV / pR0 ;, +141 w SECTION A-A VIEW SECTION B-B VIEW PORCHES 142.E sq. ft. 0.8% 8.o Q AHooW +1 )�_' L, _�,f / w� FUJI CLEAN CEN-7 TREATMENT SYSTEM /Afp �R x aR oR ,�s .� _ PAVED DRIVEWAY 1073.5 sq. ft. 5.6% (NOT TO SCALE) o AY o /., q ROVFO' p RUNo� Ab4R off, / n�. / I .....:.::::��.�,.'.'... �� � t 4.s U "oF / .:.%%A1............... a w TOTAL 3,380.47 sq. ft. 17.7% e</C WqT / ..Rppb ::.....2...... . ............. yp F .. FR 13.8 L� L ......... o a UPLAND LOT AREA = 19,013 sq. ft. ;.:..�s.(? G/ •:1�'aB4C'.:•:o ' o ...S.... a o� EXISTING IMPERVIOUS LOT COVERAGE ......{... ..... yr / ..... i .... �:�..'.'.. 2s,. DESCRIPTION AREA % LOT COVERAGE e, 12t9 s3 / a.... :. lob O� 01A 0 �' •. '.'.'.'.'.'.........1� r ALARM/CONTROL PANEL CONTROL PANEL MOUNTED HOUSE 2202 s ft. 11.5% < x �., .. .'.•.'.'.".'.•.'.' .'......... 5 E N MDLZq \ 0 4' p� .................... .'.'.'.'.'.'.'.......:.:.'.'.'.'. #1041972 CONTROLER i4' ON 4"X4" PRESSURE O O FRONT PORCH 57 sq. ft. 0.3% 13 2 ��/$�._ / 13.8 MFG BY SJE RHOMBUS TREATED WOOD POSTS 1 MS.':•:•:':'.•:•:•:•:•.'.'. . �a AIR BLOWER n :::: ::............... ..r� .............. . ::: / 'ti.'.'.'.'.'.'.''........fFR' S O..... INSULATED WEATHER W ..... ..''':' :':::':':'::':"::"::: qc o0 DETACHED GARAGE 528 sq. ft. 2.8% > . :w. y 3.. , " t35 co N RESISTANT BLOWER O7 p/F :•:•:•:•.•:•:":•:•:•:•:.:':•:•:.:::....: .:: SpFGi� ENO ro eF ENCLOSURE L COVERED LINK R Lo 88 sq. ft. 0.5% /N ........:::::::::::::.......... \ NS F �\..... .. ........... e• y COVERED PORCH W HOT TUB 380 sq. ft. 2.0% ,o.s ` '; o"\1;: :;:.:.::;::d 13 o,Qy - k s z Q W. �R o� q 11.9 T� p OPEN PATIO W STEPS 280 sq. ft. 1.4% :::: :::: �xRoQR z �� +rs.'.'.'.'•'•'•'''•'''• w POOL W COPING 220 sq. ft. 1.2% +, .2p � a ?20' / - / O /Mip t' FAIR LINE TO ' q R MocOT BFeFNFO� .1�v�...... ROVFO FUJICLEAN OWTS Q .. TOTAL 3,755 s ft. 19.7% _ N 7.7 fki�No / \oh 2.0 yat? 0• O uG NO pUe4/C ELECTRICAL SUPPLY 2 DRAINAGE SYSTEM CALCULATIONS• 4i +7.7 RFtaHeF To 11.4 \ \� p/FR s A7OA'OF'04 �(i� �gTFiQ TO BLOWER -� 8 " �NF11.7+ s�;/Oz syEEO'R' ELECTRICAL SUPPLY TO FUJICLEAN OWTS ,n �ZV +11 1 �' SPLICE BOX L / O cc ROOF AREA: 3,755 sq. ft. R �cv ' 11.3 \ 11.9 F o O 38.3LJ sq. ff. x 0.17 2. = s15.12 eru. ft. a°� \ CONTROL PANEL & BLOWER s38.35 cu. ft. / 42.2 = 15.12 vertical ft. of 4' dia. leaching pool required 2g h� + 9 3 -10 8 � ro\ PROVIDE (4) 8' dia. X 4' high STORM DRAIN POOL ��� LO 0 4 /` 5.4 (NOT TO SCALD PROVIDE I I•-- NOTE: ALL ROOF AREAS TO BE PIPED TO DRYWELLS ` , � sF F,NO PROVIDE 3'-0" COLLAR AROUND EACH DRYWELL OF CLEAN BANK RUN 0 PROPOSED 8' DIA. X 4' DEEP DRYWELLS ARE SHOWN THUS: AERATOR MOUNTING CASTING - - - +5.2 0 o �o�U F + 8.7 +9.3 0 ELECT. CONDOR PROPOSED 8' DIA. X 4' DEEP DRYWELL FOR POOL ARE SHOWN THUS: opy TR e ^ 0 N OWTS WIRING PER MFGR. + 5.2 \(7 120V AC, 10, 60 HZ, 15-AMP POWER SUPPLY 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM +- s +8.1 12-2 AWG WITH GND IN 1" PVC CONDUIT +\ EXISTING ELEVATIONS ARE SHOWN THUS: FUJI CLEAN HARDWIRE �E`� CONTROL F.FL. - FIRST FLOOR 4-6.1 MAIN G.FL. - GARAGE FLOOR +-6.1 + \�L 4.9 WA�� 7.4 +\ PANEL SERVILE ELECTRIC SERVICE -6.1 ��� 0.2W AIR BLOWER CONECTION MINIMUM LEACHING SYSTEM FOR 5-6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. I 2 LEACHING POOLS (8' DIA. x 8'DEEP) �� 3.1 Olt, NOTE: BURIED ELECTRICAL POWER CONDUITS EEX� PROPOSED FUTURE 50% EXPANSION 8' DIA X 8' DEEP LEACHING POOL `�` -6 3 SHALL BE MIN. 24' BELOW GRADE GRO408 UND ROD PROPOSED 8' DIA X 8' DEEP LEACHING POOL ` �6 5 H ♦ ` ` PROPOSED FUJI CLEAN CEN-7 \ i-6.4 ` ELECTRIC ONE LINE DIAGRAM 000 ` / TREATMENT SYSTEM / \ - \6 2 ® PROPOSED 12"x12" POLYLOK DISTRIBUTION BOX ` +• N al \-57 2. ALL NEIGHBORING PROPERTIES WITHIN 150' OF PROPERTY LINES / •hQ• S S * 11 .+-4.4 HAVE PUBLIC WATER. � ,�,°` a4' `�00. PROPOSED SEPTIC SYSTEM DETAIL 0 y, 3. THERE ARE NO WELLS WITHIN 150' OF PROPERTY LINES. A/ 63, \ \ / �'� ^ 24"0 COMPONENTS THIS ACCESS ONLY NOT TO SCALE) 20'0 HDPE SECURE HEAVY COVER BY POLYLOC 4. SEPTIC SYSTEM DESIGNED FOR UP TO 6 BEDROOMS. 40 3'*41 +-4 ` 20" SOFTY SCREEN BY POLYLOC (TYP.) HOUSE 12 x 12 POLYLOK D-BOX ELEV' 15.0 W/ PDB-12 RISER AND Charles M . Thomas FINISHED,g RARE ROTO-FLOW 3050-4 LEVELERS E�yH 14�DE CLEANOUT TO GRADE WITH LOCKING COVER TOP EL 13.0'APPROVED PIP 1' MIN. a r c h I t e c t IN EL. min. PITCH 1/4"/,' 1 GA GALLEY s" COVER PO BOX 877 JAt�ESPORT, NY 11947 (631) 727-7993 2.83' I/A OWTS TANK � INVER LEACHING INV. EL 12.63' FUJI CLEAN CEN-7 ELEV. e O o SAND CLEAN TREATMENT SYSTEM INVERT INV.EL 12.17 I COLLAR INVERT ELEV. 12.37'p PROJECT ELEV. 12,47' -?�{ f- -�• "; zN P PROPOSED SITE PLAN SKETCH ___ BOT. EL 7.5' BOT. EL. 8.5' 6' MINIMUM PENETRATION HIGHEST EXPECTED GROUND WATER INTO A VIRGIN STRATA ELEV. 1.1' , SCALE: 1:20 OF SAND AND GRAVEL GROUND WATER PER TEST HOLE ELEV. 0.1' FUJI CLEAN CEN-7 I/A OWTS SYSTEM - NOTES` TREATMENT SYSTEM 1. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 6 BEDROOM HOUSE IS 660 GPD. 6 BEDROOM HOUSE, SINGLE FAMILY DWELLING - 660 GALLONS PER DAY USE FUJI CLEAN CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD. USE: (1) FUJI CLEAN CEN-7 TREATMENT SYSTEM - 700 GALLONS PER DAY 2. A LOFT MIN. DISTANCE BETWEEN I/A SYSTEM AND HOUSE SHALL BE MAINTAINED SITE PLAN 3. ALL JOINTS SHALL BE SEALED SO TANK IS WATER TIGHT. 4. INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 LEACHING GALLEYS (4) ARTICLE VII WITH ENDORSEMENT J. 5. I/A SYSTEM MUST BE REGISTERED WITH THE SUFFOLK COUNTY BOARD of HEALTH IN ACCORDANCE TO ARTICLE 19. 1. MINIMUM LEACHING SYSTEM FOR 5-6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 8. OWNER SHALL EXECUTED O&P CONTRACT WITH THE MAINTENANCE PROVIDER AS PER 4 LEACHING GALLEYS;4.0' DEEP (8.5' LONG X 4.75' WIDE) ARTICLE 19. 7. VENT I/A WITH A MIN 2' DIA PIPE TO THE EXTERIOR SIDE OF RESIDENCE AND TERMINATE 18 2. LEACHING GALLEYS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) INCHES ABOVE GRADE WITH A CARBON FILTERED DEVICE LOCATED 3 Fr FROM ANY WINDOW LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. OR DOOR. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 8. ELECTRICAL CONTROLS SHALL BE MOUNTED ON THE SIDE OF THE RESIDENCE IN VIEW OF THE SYSTEM LOCATION. DATE: 2/26/25 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 9. PANEL SHALL MEET 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND OWTS TANK SHALL BE MAINTAINED. 80.CONDUR SHALL HAVE APPROPRIATE RIATE SEALS TO PREVENT GAS AND MOISTURE FROM PROJECT No. REACHING THE CONTROL PANEL 1 t.SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM WHICH WILL DRAWING BY. MC ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY OCCUPANTS OF THE RESIDENCE SERVED. CHK BY. 12.AERATOR AND OPERATING COMPONENTS SHALL BE ACCESSIBLE AND SERVICEABLE FROM DWG No. ACCESS OPENINGS. ❑A - 001 - 00 1 OF 1 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. +15.11 WEST HILL ROAD +15.19 +15.30 +15.24 +15.07 +14.98 S 68953'50" E 100.00, +14.6 - - - - - ®N15.0 15.2 T4i49- - - - - - OH OH `Q. OH OH OH OH OH OH OH OH ''O_, OH OH FOUND \ I FOUND MONUMENT - PIPE 15.3+ +15.1,3 i 582.95' I I +15.0 +15. / .1 I I r. I +14.3 14.5 I I 14.6 +14.1 I a I NOTES: 1. LOT AREA = 22,198 SQ. FT. 0- i 0 UPLAND LOT AREA = 19,013 SO. FT. co N 2. PROPERTY APPEARS AS LOT 6 ON A CERTAIN MAP ENTITLED "MAP OF CALVES NECK" FILED FEBRUARY 15, 1972 AS MAP No. 5673. 0 +13.8 I I+13.8 +13.s r113.e 3. ELEVATIONS REFER TO NAVD 1988 o I 4. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR �j I I I I CONSIDERED AS PART OF THIS SURVEY. 5. FLOOR ELEVATIONS ARE APPROXIMATE, FLOOR ELEVATIONS DEPICTED ARE 113.7 MEASURED ADJACENT TO THE BUILDING ENTRANCE UNLESS OTHERWISE 13.5+I 15.5 a1 INDICATED.•- 13.3 I ------ T-�: ROOF OVER 13.3 �x 6. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE NOT BEEN EXAMINED 16.4' ' 1s.2' l o.s'E 3 AS PART OF THIS SURVEY. SURFACE EVIDENCE FOUND WHILE . i 1 FLOOR ELIE CONDUCTING THE SURVEY IS SHOWN. U 15.14 +12.� 13.2 13• NZ 7. ADJACENT STRUCTURES AND IMPROVEMENTS ARE SHOWN BASED UPON z FLOOR ELEV: 24.2' W LOT 13.83 m FIELD LOCATIONS AND AVAILABLE ORTHO IMAGERY AS SOME IMPROVEMENTS WERE NOT ACCESSIBLE. 5 GARAGE 11.7• 1 1/2 STORY N DWEWNG FE 9' #775 0. W N W LOT The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not 7 intended to guide in the erection of fences,walls,pools,patios,additions to buildings and any other construction. FLOOR ELEV: t 7 x� DECK i DECK 14•98 33 5' � 1. + (SEE NOTE 17) Subsurface and environmental conditions were not examined or considered as a part of this survey. (SEE NOTE #7) I 23.8 + 12.0 11,9 11.9 Easements,Rights-of-Way of record,if any,are not shown,unless otherwise noted. 10.6 a uo Property corner monuments were not placed as a part of this survey,unless otherwise noted. A/C UNIT POOL Certifications on this survey signify that the survey was prepared in accordance with the current existing Code of Practice for Land +1 1.2 14.2' GATE _ (SEE NOTE J7) Surveys adopted by the New York State Association of Professional Land Surveyors,Inc.The certification is limited to persons for 11.4 X X- x 0 whom the survey is prepared,to the title company,to the governmental agency,and to the lending institution listed on this 11.3 CHAIN JNK FENCE survey. +11.1 +10.8 L 0 Said certifications indicated hereon are not transferable. wlU � Z� N+9.3 FE 0.7'E W 7.7 +77 V) Ad . 9.3 FLOOD k\ ZONE X +8.7 a +8.1 0 7/29/2024 FEMA FLOOD ZONE & ADJACENT LOT INFORMATION +7.4 N 1 Date Revision WALL Z FE 0.2'W Tax M a : DISTRICT 1000 SECTION 70 BLOCK 4 LOT 27 - 1.1_W 5.4 3.1 ,�45.2 _yzim a NNACLE +5.2 V, �. WOOD WALK '- - `+'�".`_ '= •- �'" 0 3; -f 4.9 FLOOD WALK WO GRAVEL - \JW_ 1.17 .4edll P1/\1 OD BULKHEAD 1 BW 0.67 FLOOD ZONE AE-6 ON LNE a.29 LAND SURVEYORS L L P BW -5.01 4.30 BW -4.60 4.24 - _ ZONE AE-6 W4.86 4.23N6<•22' 0u BW -4.57 1w 4.25 41 55 VETERANS HIGHWAY, SUITE I I 63 I .648.9273 BW -4'15 93 RONKONKOMA, NEWYORK 1 1779 WWW.PLSLI.COM+_ +-6.1 +-5.1 +_6.1 (TIE+LIINE ALONG 13 10044' BW ' + cWD 6.3 -6.5+ +_6.4 -}-6.2 02024 PINNACLE LAND SURVEYORS LLP N 63-34'50" W +-4.2 1 3 53'009 TOPOGRAPHIC SURVEY l 10 4? SITUATE JOCK, CREEK SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY NY Date Unauthorized alteration or addition to this survey is a violation N 63-32'57" W J U LY 17, 2024 of Section 7209,sub-division 2,New York State Education Law. 40.00' Scale 1" = 20' Sheet No. 1of1 Project No. Copies of this survey map not bearing the land surveyor's VIEW: 240195 embossed seal and signature shall not be considered to be a true and valid copy +15.11 WEST HILL ROAD +15.19 +15.30 +15.24 +15.07 +14.98 S 6853'50" E 100.00' 14.6 -+15.0_ _. _ 15.0 _ 15.2 14.E +- - - - - - - ®CAN \ - - - - - - - -F-=- - - - - /7 OH OH -0. OH OH OH-F- OH OH OH OH OH - `-Q, OH OH FOUND \ I FOUND MONUMENT - _ PIPE 15.3+ +15.13 582.95' I I +15.0 +15.4 / .1 I I I. I TITLE No.: 563-S-15882 I I +14.3 14.5 I I 14.6 >x +14.1 CERTIFICATIONS: MICHAEL E. & CHERYLYN R. FOSS, as Trustees of the Michael E. and I I I Cherylyn R. Foss Joint Revocable Trust AB STRACTS, INCORPORATED RICAN TITLE INSURANCE COMPANY o N NOTES: 1. LOT AREA = 22,198 SQ. FT. +13.s I 1+13.8 UPLAND LOT AREA = 19,013 SQ. FT. CID +13A 13.8 2. PROPERTY APPEARS AS LOT 6 ON A CERTAIN MAP ENTITLED "MAP OF CALVES NECK" FILED FEBRUARY 15, 1972 AS MAP No. 5673. N H I H 3. ELEVATIONS REFER TO NAVD 1988 113.7 tD 4. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR 13.5 13.5 p1 CONSIDERED AS PART OF THIS SURVEY. 13.3 ___ ROOF OVER I 16.4' 162 13.3 109E x x 5. FLOOR ELEVATIONS ARE APPROXIMATE, FLOOR ELEVATIONS DEPICTED ARE 1 3• MEASURED ADJACENT TO THE BUILDING ENTRANCE UNLESS OTHERWISE FLOOR 1E5EV: �C 14 INDICATED. +12.1 13.2 / 13. e 1 FLooR ELEv: 24.2' 6. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE NOT BEEN EXAMINED 13.83 ,� AS PART OF THIS SURVEY. SURFACE EVIDENCE FOUND WHILE GARAGE 1 1/2 STORY N CONDUCTING THE SURVEY IS SHOWN. 11'7 DWELLING " FE #775 0.9'W '� N 4 LOT L) LOT The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not 5 w 7 intended to guide in the erection of fences,walls,pools,patios,additions to buildings and any other construction. FLOOR ELEV-. 11.7 x, t4.98 33 5' 11.4' + � Subsurface and environmental conditions were not examined or considered as a part of this survey. 23.8' F 11.9 1 e 0 Easements,Rights-of-Way of record,if any,are not shown,unless otherwise noted, 11.9 10.6 � m Z. A/C Property corner monuments were not placed as a part of this survey,unless otherwise noted. 3 UNIT Certifications on this survey signify that the survey was prepared in accordance with the current existing Code of Practice for Land +11.2 14.2' GATE = Surveys adopted by the New York State Association of Professional Land Surveyors,Inc.The certification is limited to persons for x x x � 11 4 whom the survey is prepared,to the title company,to the governmental agency,and to the lending institution listed on this 11.3 CHAIII LINK FENCE survey. +11.1 +10.8 Said certifications indicated hereon are not transferable. UI Z r 4 +9.3 I FE N O.7'E W 7.7 (n +7.7 +9.3 2 Ad k\ a +f.7 � +e.t +7.4 I Date Revision N I WALL z FE WALL Tax map: DISTRICT 1000 SECTION 70 BLOCK 4 LOT 27 �1._ �5.4 _ 3.1 +5.2 +5.2 / - _ +4.9 WALL WOOD WALK _ 0.3'E LK GRAVEL PINNA CL E ON LINE 4.29 WOOD BULKHEAD BW 0. 7 67 LAND SURVEYORS LLP I BW -5.01 4.30 BW -4.60 4.24 N 62.22, w��a.6s 4.5 - 41 55 VETERANS HIGHWAY, SUITE 1 1 631 .648.9273 •9+- +-6.1 + �� W BW -47 4.25 +-6.1 _6.1 TIE+LINE ALONG 100,44' BW -4.15 4.27 RONKONKOMA, NEW YORK 1 1 779 WWW.PLSLI.COM + BUL�HEAD) BW -1.93 -6.3 _6 5 02024 PINNACLE LAND SURVEYORS LLP +-6.4 +-6.2 5.7 - - --�--. --- -4.4 BOUNDARY �c N 63'34'50" W +-4.2 3 53'00' TOPOGRAPHIC SURVEY SITUATE JOCKEY CREEK y r e SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY NY VAR12 2025 J Date Unauthorized a r addition to this survey is a violation N 63'32'57" W J U LY 17, 2024 of Sectio �l New York State Education Law. �P QO)L F 40.00' . .w..`�;... ....,. Scale CO ..'i� Y,:. 7 wn 1�� _ 20' Sheet No. 1 of 1 0810'S6 Project No. Co e earing the land surveyor's VIEW: 240195 embosse AN shall not be considered to be a e and valid copy SITUATE SOUTHOLD THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. TOWN OF SOUTHOLD ,� ' p SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-70-4-27 2-'/2•sum e°" PEE '. .. SCALE 1 "=20' '-2J' f ff f » f " CHAMBER Volume(gal) t ARCH ITECT LOT AREA = 22,198 s ft. 1 Sedimentation Chamber 397 •"^• q• 2 -1 2 -8 2 -1 UPLAND AREA = 19,013 sq. ft. 2 Anaerobic Filtration Chamber 396 ,RECIRCULATION PUMP 3 Aerobic Contact Filtration Chamber 181 rl ,\ / AIR LIFT PUMP J` ©j \ SINFECTION � Storage Chamber 90 TEST HOLE DATA CYLINDER (OPTIONAL) Disinfection Chamber 6 REVISIONS D E S C R I P T I O N / Total Volume 1069 HOLE DUG BY SUFFOLK COUNTY SOIL EVALUATIONS ON FEB. 22 2025 4' INLET PI \ \ 'OUTLET PIPE ( T EL 160' O' /MpROV OOA� JA SPECIFICATIONS FQ P I Anaerobic Media PP/PE Filling Rate 32% (/e4/C J / �/ \ \o Board T Aerobic Media PVC/PP/PE Fillin Rate 17% BROWN LEAN CLAY e:SILT W/SAD (CIaML) AIR LIFT+15.11 4'4 j / / UENT PUMP Aerobic Media PP/PE Filling Rate 55% INLET Blower 2.8 cfm 3.3' f R BAFFLE- (2) \ /3Q Tank FRP BROWN SANDY SILT(►AL) 2r VENTILATI Piping� O 1 � PVC/PP/PE PALE•BROWN SILTY SAND (SM) PIPE Access Covers Plastic/Cast Iron PAL%. ROWN FINE SAND (SP) �\ +15.19 RECIRCULATION PI OW BAFFLE _J PALF6�fLOWN SILTY SAND (SM) FEW SILT - - - - 146 \ FLOW OPENING(TYP. B /2'AIR IN Disinfectant(Optional) Chlorine Tablets TAKE (CLEANING OPENING) PLAN VIEW 15.0 PALE BROWN FINE SAND(SP) \ \ \qy ®� S 6, ........... �,\ 8-0 3,So a +15.30 /MPROV f 18'MANHOLE(TYP 18'MANHOLE(TYP 24'MANHOLE(TYP 11.0' CYLINDER(OPTIONAL) 4' MANHOLE \ o, £ p,PALE BROWN FINE TO COURSE SAND(SW) P Ugh/ OPENING +. \av C W 15.3 15.2 +15.24 q jFRt W OARD TYPE EL 0.1' 14.�' \ ' �\ ` CONTACT MEDIA WATER IN PALE BROWN FINE TO COURSE SAID (SW) \ D \qy \ \\ Cp 5.�3 ° \av `L14 900�O, +15.07 +C __._. ;-�.r 1�1 10 /\ aRCULATION i 4CO/�C(tc,,,_ d / / NO qY \q, \ ASSEMBLY k THIS SITE PLAN HAS BEEN PREPARED ro°enKo,°y�rypY,y�,'wo M, ac y o \,, +1as6 �� / 0 € USING THE INFORMATION FROM THE of oe�H co Q aR Ex / ,, ®c _I ® I I I; ' MAR 1 2 2025 UW)) 0 SURVEY OF PINNACLE LAND SURVEYORS AOC p< l / LLP DATED JULY 17 2024, UPDATED wPo�oS� ' AN .5 v / /D p h5.o �o, r0 1? /9 Q h / ` OBIC MEDIA I i.`l,`''� JULY 29, 2024 Ro jOoe, o� ? > e• \ c ��O R CIO 0 0� \ OO \ / UPLAND LOT AREA = 19,013 sq. ft. fQck,'�es w.�� ^'eo b' ° RAH F4•p G AV ? Pit G Cr0 G S0�'�0 •1' L OR FFp +15. ATIaH ASSEMBLY _ _..._....._....,_. EXISTING IMPERVIOUS LOT COVERAGE 4 0, �gkQt� � D +14.3 RAF w \ \ DESCRIPTION AREA % LOT COVERAGE C�OOj�' ,�c �H�T / ° o p D \ SECTION A-A VIEW SECTION B-B VIEW HOUSE 2164.37 sq. ft. 11.3% e�ot �C NO O / P Pp 14.1 RO + PORCHES 142.6 sq. ft. 0.8% / v•o� Q 4vo° +1 /D �RfRVIo SD° ° •• � E w� FUJI CLEAN CEN-7 TREATMENT SYSTEM PAVED DRIVEWAY 1073.5 sq. ft. 5.6% MPRO�Fp R(,H FOR ot�, / °p ° �'�kgyD 0•.•••• � 4� 14.6 (NOT TO SCALE) ' �° �O / E TOTAL 3,380.47 sq. ft. 17.7% Wq ? o 0 TfR 13.8 ° p .....F.. ' .... O /Litt' :.'.;s ;•:•••:•••f .:.� Uj z•o a� woo W UPLAND LOT AREA = 19,013 sq. ft. .. ..., •.••.po..:.: ::..:.:.:..:. .:.:.:..'.'... : //e EXISTING IMPERVIOUS LOT COVERAGE DESCRIPTION AREA % LOT COVERAGE 8. 121:9 ? / O,,,,,•,•,•• r°• ALARM/CONTROL PANEL CONTROL PANEL MOUNTED 0 O 3 :.' .• '.''''.'.'.'... N MDL 1041972 CONTROLER A" `` lq Wk�� !7.'.'.'.'.'.'... `r �f0.'.'.'..'.'.'.'.'.'.'.'.'.'.'..6�t. E ON 4"x4" PRESSURE �w. MFG BY SJE RHOMBUS O 4• 19, �j,',' TREATED WOOD POSTS HOUSE 2202 sq. ft. 11.5% 13.2 prz, f/�c' / 13.6 AIR BLOWER rCfs............. Z FRONT PORCH 57 sq. ft. 0.3% :::: ::.:.:::: •::::: • i.:: O INSULATED WEATHER ''\.'.'.'.'.'.'.''.'.'.'.'.'.' Fk' ,�q'�"�W RESISTANT BLOWER ` .3 z S"�0/q�NEO��C r ENCLOSURE O O DETACHED GARAGE 528 sq. ft. 2.8% p/ .:.'.'.'.' .:.:.:.:.:::.:.:.:::::•:• '_J: :':'' Fo���pHw� oeF - COVERED LINK 88 s ft. 0.5% p po �£R C/it' : ;::::::::::::: \'� \ e• s soot' ~ �� q C�1Nf qM ` 3g D".1 /•;•;•:•:•:•:•;•:•:•:•:•;•;•:•:•:.:.:.:.:.:.:.:.p 13� D/q 4• S Z Q -- COVERED PORCH W HOT TUB 380 sq. ft. 2.0% poky 10.s 11 9 �^ \ Rgr'F W OPEN PATIO W STEPS 280 sq. ft. 1.4% r ^\ "\ . .'.'.'.'.'.'.'.'.'.'.'.'.'.'.' © FUJICLEAN OWTS AIR LINE TO 2 0 -I : / / POOL W COPING 220 sq. ft. 1.2% CID )11.2 P R�N�S r. h MPRO Q Uj R M0I fDTO 9�eeN f ,� P '80.`.:.'.'.'.' VepFIN. GRADE TOTAL 3,755 sq. ft. 19.7% cV / °y 2,0 I �_°. HG pUe4/c ELECTRICAL SUPPLY Q 7.7 SnN° l �P�j�,�\� fsro• O Or - W TO BLOWER _1 = MaHef TO 11.4 \ -'W pq to p/F/� Roo So�t �R gTFR ELECTRICAL SUPPLY TO FUJICLEAN OWTS --- W DRAINAGE SYSTEM CALCULATIONS: �2� 7.7 Re +11• 11 8,o• ^ F11.7+ o�SFFo Fob SPLICE Box (J� 0 ROOF AREA: 3755 sq. ft. `���' \ 11.s R CONTROL PANEL & BLOWER CI' 3,755 sq. ft. X 0.17 = 638.35 cu. ft. Qom \ � f 638.35 cu. ft. / 42.2 = 15.12 vertical ft. of 4' dia. leaching pool required + 9 3 +10•B `o a PROVIDE (4) 8' dia. X 4' high STORM DRAIN POOL ` �� r0 et\ W To SCA14 O NOTE: ALL ROOF AREAS TO BE PIPED TO DRYWELLS : 5.4 RFMp �Ce 41 3` PROVIDE 3'-0" COLLAR AROUND EACH DRYWELL OF CLEAN BANK RUN `\ off. O AERATOR MOUNTING CASTING 0+5.2 O PROPOSED 8' DIA. X 4' DEEP DRYWELLS ARE SHOWN THUS: I - - - °'psrMq� + 8.7 +9.3 •O ELECT. CONDUIT PROPOSED 8' DIA. X 4' DEEP DRYWELL FOR POOL ARE SHOWN THUS: cl�rife N OWTS WIRING PER MFGR. ( f� ®- - - off LEGEND: + 5.2 + 120v AC, 10, AMP POWER SUPPLY �12-2 AWG WITHH GND ND IN IN 1- PVC CONDUIT 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM +- .s +8•1 + FUJI CLEAN HARDWIRE EXISTING ELEVATIONS ARE SHOWN THUS:XX.X \ CWTS EN CONTROL SERVICE I�6.1 7.4 PANEL PANEL F.FL. - FIRST FLOOR +-6.1 + EG.FL. - GARAGE FLOOR + 4.9 WP�� ELECTRIC SERVICE -6.1 41*0 0.2W AIR BLOWER COiECTION MINIMUM LEACHING SYSTEM FOR 5-6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. �` 3.1 2 LEACHING POOLS (8' DIA. x WDEEP) + 1 NOTE: BURIED ELECTRICAL POWER CONDUITS -6.1 SHALL BE MIN. 24" BELOW GRADE GROUND ROD EEX:] PROPOSED FUTURE 50% EXPANSION 8' DIA X 8' DEEP LEACHING POOL `�� -6,3+ - s � fi 5+ PROPOSED 8' DIA X 8' DEEP LEACHING POOL ` � � \ ELECTRIC ONE LINE DIAGRAM PROPOSED FUJI CLEAN CEN-7 `� // \ + TREATMENT SYSTEM SYSTEM 6.2N 13 PROPOSED 12"x12" POLYLOK DISTRIBUTION BOX / O 6j. \-5.7 - 2. ALL NEIGHBORING PROPERTIES WITHIN 150' OF PROPERTY LINES S3 4 Spy -+ 4.a PROPOSED SEPTIC SYSTEM DETAIL HAVE PUBLIC WATER. / •� V, -00' ;Y 24"0 COMPONENTS THIS ACCESS ONLY A:) Ajj ` 20'0 HOPE SECURE HEAVY COVER BY POLYLOC (NOT TO SCALE) 3. THERE ARE NO WELLS WITHIN 150 OF PROPERTY LINES. 6332, \ / CO +-4* 20" SAM SCREEN BY POLYLOC (TYP.) 4. SEPTIC SYSTEM DESIGNED FOR UP TO 6 BEDROOMS. 4G � 'Y S*h \/ \ HOUSE 12 x 12 POLYLOK D-BOX 0 r'1 ELEV. 15.0 W PDB 12 RISER AND Charles M . Thomas � FINISHED GRADE R TO-FLOW 3050-4 LEVELERS ELEVH 14RADE `\ CLEANOUT ELEV. 13.6' TO GRADE WITH LOCKING COVER } TOP EL. 13.0 1' MIN. a r C h I t e Ci l APPROVED PIP 6" COVER ` 112 EL 83 min. PITCH 1/4'/1' I/A OWTS TANK P, INVER LEACHING _ PO BOX 877 JAMESPORTt NY 11947 (631) 727-7993 INV. EL 12.63 FUJI CLEAN CEN-7 ELEV. 7 GA&LEY GALLEY j'•. 3' CLEAN TREATMENT SYSTEM INVERT INV.EL 12.17 o SAND INVERT ELEV. 12.371, COLLAR ELEV. 12.47' °, 5 n6.56' Z PROJECT N P PROPOSED SITE PLAN SKETCH BOT. EL 7.5' BOT. EL. 8.5' 6' MINIMUM PENETRATION HIGHEST EXPECTED GROUND WATER INTO A VIRGIN STRATA ELEV. 1.1' OF SAND AND GRAVEL GROUND WATER PER TEST HOLE 1 SCALE: 1:20 ELEV. 0.1' FUJI CLEAN CEN-7 IIA OWTS SYSTEM - (NOTES TREATMENT SYSTEM 1. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 6 BEDROOM HOUSE IS 660 GPD. 6 BEDROOM HOUSE, SINGLE FAMILY DWELLING a 660 GALLONS PER DAY 2. AS1OFTJMIN. DISTAI CLEAN NCE BETWEEN I/A SYSTEM AND-7 TREATMENT SYSTEM DHOUSE SHALL BE MAINTAINED SITE PLAN USE: (1) FUJI CLEAN CEN-7 TREATMENT SYSTEM s 700 GALLONS PER DAY 3. ALL JOINTS SHALL BE SEALED SO TANK IS WATER TIGHT. 4. INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 ARTICLE VII WITH ENDORSEMENT J. LEACHING GALLEYS (4) S. I/A SYSTEM MUST BE REGISTERED WITH THE SUFFOLK COUNTY BOARD OF HEALTH IN ACCORDANCE TO ARTICLE 19. 1. MINIMUM LEACHING SYSTEM FOR 5-6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. B. �CRS19LL EXECUTED O&P CONTRACT WITH THE MAINTENANCE PROVIDER AS PER 4 LEACHING GALLEYS;4.0' DEEP (8.5' LONG X 4.75' WIDE) 7. VENT I/A WITH A MIN 2" DIA PIPE TO THE EXTERIOR SIDE OF RESIDENCE AND TERMINATE 18 2. LEACHING GALLEYS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) INCHES ABOVE GRADE WITH A CARBON FILTERED DEVICE LOCATED 3 FT FROM ANY WINDOW LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. OR DOOR. OR EQUAL). B. ELECTRICAL CONTROLS SHALL BE MOUNTED ON THE SIDE OF THE RESIDENCE IN VIEW OF THE DATE: 2/26/25 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE ( ) SYSTEM LOCATION. 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 9. PANEL SHALL MEET (NEMA) 4X SPECIFICATIONS. PROJECT No. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND OWTS TANK SHALL BE MAINTAINED. 10.CONDUIT SHALL HAVE APPROPRIATE SEALS TO PREVENT GAS AND MOISTURE FROM REACHING THE CONTROL PANEL DRAWING BY. MC 11.SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM WHICH WILL ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY CHK BY. OCCUPANTS OF THE RESIDENCE SERVED. 12.AERATOR AND OPERATING COMPONENTS SHALL BE ACCESSIBLE AND SERVICEABLE FROM DWG No. ACCESS OPENINGS. 0 001 00 1 OF 1 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOL[ OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.