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HomeMy WebLinkAbout1000-17.-2-1.4 OFFICE LOCATION: ""���� MAILING ADDRESS: Town Hall Annex P.D. Box 1179 54375 State Route 25 ,, Southold, NY 11971. (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 ", Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees Cc: Honorable Lori Hulse, Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: July 13, 2026 Re: LWRP Coastal Consistency Review Valentine, SCTM #1000-1 T-2-1 .4 This application is to construct a proposed 42.6' x 17' (793 S.F.) two-story dwelling on piles, a 42.6' x 12' (510 S.F.) rear first-story wood deck with stairs, a 373 S.F. irregular rear second-story deck, a 20.5' x 7' (145 S.F.) front wood deck with a +/- 20 S.F. outdoor shower; an I/A sanitary system to be installed to the west of the dwelling; existing firepit to remain; install a well to establish water supply line; install two drywells; install a 500 gallon buried propane tank; construct an 80' x 12' timber bridge over approximately 473 S.F. of wetlands consisting of five (5) 16' bents supported by a wooden pile substructure with a structural wooden deck; all bridge elements to be constructed of exterior-grade structural timber with no disturbance to occur below the bridge; install an approximately 35' x 12' driveway extending from the dwelling to the bridge approach with a 15' x 20' turnaround area, to be constructed of pervious material consisting of medium-compaction RCA or a pervious masonry/stone product; two (2) approximately 20' x 12' bridge approach areas, grade dependent, to be constructed of medium-compaction pervious RCA; install an approximately 140' x 12' private road accessway within the existing 30' right-of-way extending from the terminus of the bridge to Birdseye Road with existing vegetation within the accessway to be cleared and the roadbed leveled to match existing grade; accessway to be constructed of medium- compaction pervious RCA and silt fencing to be established and maintained during construction. The proposed action has been reviewed to Chapter §268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is INCONSISTENT with the policies of the LWRP as follows: 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. Policy 4 Minimize loss of life, structures, and natural resources from flooding and erosion. 4.1 Minimize losses of human life and structures from flooding and erosion hazards. The following management measures to minimize losses of human life and structures from flooding and erosion hazards are suggested: A. Minimize potential loss and damage by locating development and structures away from flooding and erosion hazards. Policy 6 Protect and restore the quality and function of the Town of Southold ecosystem. 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 The proposed action is inconsistent with Policy 1 because it does not preserve open space, make efficient use of infrastructure, or provide a beneficial use of a coastal location, while increasing the adverse effects of development. The only pre-existing structures on the parcel are gravel paths. The proposed action is inconsistent with Policy 4.1A because there are flooding and erosion hazards on the parcel. Directly at the shoreline of the Long Island Sound is the Coastal Erosion Hazard Area. Extending past this CEHA is the FEMA VE flood zone which holds the high coastal risk of flooding and high wave action. Beyond the VE flood zone, where the proposed second story dwelling is proposed is the FEMA AE flood zone, which has a high flood risk. The proposed actions of the proposed residence and proposed sanitary leaching pool are inconsistent with Policy 6.3A which state Town of Southold Trustees jurisdiction and do not comply with wetland setbacks in Town Code Chapter 275-3(D)(1)(a). On a waterfront parcel, residences should be 100ft from the wetland boundary and sanitary leaching pools should be 75ft from a wetland boundary. 2 The proposed installation of an Innovative/Alternative Onsite Wastewater Treatment System (I/A OWTS) is consistent with Policy 5.1.C.3 which calls for the modification of existing sewage treatment facilities that improves nitrogen capacity removal and will reduce nutrient input to adjacent waters. The proposed septic tank is consistent with Policy 6.3A within Trustees jurisdiction and meets the 75ft wetland setback for a septic tank in Town Code Chapter 275-3(D)(1)(a)[4 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. 3 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM JUN 2 9 2020 SOUTHOLDIOVPJ A. INSTRUCTIONS PLANNING 6OAR' 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 sienificant 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 i 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# loon , 017.00-02.00-001.004 PROJECT NAME 1675 Birdseye-New Residence 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 Iransaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permitapproval,license,certification: Nature and extent of action: Please see attached project description 3 1 Location of action: 1675 Birdseye Road, Orient, NY 11957 Site acreage: 0.89 . 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 Pamela Valentine (b) Mailing address: 425 Montauk Hwy, 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. 7Yes ❑ No ❑ Not Applicable Proposed construction is in keeping with the character of the community and minimizes adverse effects of development. A minimal footprint is proposed which maximizes distance to the wetlands to the greatest extent possible. 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 Size of proposed residence has been minimized to the maximum extent possible with minimal excavation for the septic system to preserve historic and archaeological resources. 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 A minimal dwelling footprint is proposed to limit clearing and protect scenic resources. Proposed structures maximize 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 Yes ❑ No ❑ Not Applicable Dwelling is elevated and distance to the wetlands has been maximized to the greatest extent possible. 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 New I/A sanitary system is proposed to protect and improve water quality and distance to the wetlands has been maximized to the greatest extent possible. Kt-tach 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. 7 Yes ❑No ❑ Not Applicable 1 L New I/A sanitary system is proposed to protect and improve water quality.No disturbance to occur to area of wetlands below proposed bridge to minimize impacts to the ecosystems. 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. ❑ YeLl 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. ❑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 Agent, PREPARED BY Chris Cole TITLE Cole Environmental services DATE 5/1/26 425 Montauk Highway -- --- -- East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management Pamela Valentine 1675 Birdseye Road Orient, NY 11957 SCTM: 1000-017.00-02.00-001.004 Project Description Proposed 42.6'x 17' (793 S.F.) 2-story dwelling on piles. Proposed 42.6'x 12' (510 S.F.) rear first-story wood deck with stairs and 373 square foot irregular rear second-story deck. Proposed 20'5"x 7.0' (145 S.F.)front wood deck with+/-20 square foot outdoor shower. I/A sanitary system to be installed. Existing firepit to remain. Proposed bridge over 473 S.F. of wetlands, no disturbance to occur below. Two proposed drywells. Silt fencing to be established during construction. www.ColeEnvironinent..rilServices.com a}p}99 osnm 10 i 7 w oszs+s 12z 21 .kQ ISLAND L D.40 M a F, ;i' 1\ 1 �\ vvv 101 ;.A as - _ - ,.�o- ,s "� "` 22A 1 + n to 11 z+ �'3P •&+ � �° o��a r ,a i _�--.__.+_.�I m z1 s ,. wrq mh ` gg � i �� �� C � � 04, COUNT-Y OF SUFFOLK() NOi1GE ��tc txc.rc t00D SEGfNN 017 NJ wig _ Real Proper t y la x`Se l-Agency .a,Fulxn sac rI- Y vP _ _ —_— w M a..0 aourrwEo rw e..r a M � Feu er....r m �+wen+ar,9r.Yry rotrleRrc ME Surtta caufn ras Wv 5��t+En A rc�aa�—_— — tea• —�_— ..�...,. (21) .. rr+uur wwrn»t,..wexaiu In R , , r D ' `u'^•�' xo m u au Rcv aib6tn rwt]an�rc.aecv 'Wb•- "" 'a t.4rc 425 Montauk Highway ------ East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management PHOTO SHEET Pamela Valentine 1675 Birdseye Road Orient, NY 11957 SCTM No.: 1000-017.00-02.00-001.004 PHOTO 1 —AERIAL FROM ABOVE 4 � p - b. ' U k. w ILES 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management PHOTO 2— AERIAL (FACING NORTH) c ,et j - Y y.� A; PHOTO 3—AERIAL (FACING SOUTH) r tv . fi -�CES 425 Montauk Highway — -- W. - East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management PHOTO 4— AERIAL (FACING WEST) ,:► •� i PHOTO 5 —AERIAL FROM ABOVE yyyy� � ..♦ r�� � V ` t V. f5 , / • ' - y�.:� ♦ •r kR "`tic • elk d� � • �� 0\ t � ole tal •• • � .9 . 1% FY '�• 4 .,dry , 1 T 1 t p Ale x {r+y 2 Z- yty -4 _ 4,... - 51TE LAYOUT NOTES: a I. THIS 15 AN ARCHITECT'S 51TE PLAN d 15 IN, z SUBJECT TO VERIFICATION BY A LICENSED 7- SURVEYOR. THE INFORMATION 0 m w 3 REPRESENTED ON THIS SITE PLAN 15 TO THE 1 \��S64 ?a= ARCHITECT'S BEST OF KNOWLEDGE. 2.SURVEY INFORMATION WA5 OBTAINED O I � z o W~ FROM A SURVEY DATED DECEMBER 15, 0 Q cxi 0 2025,MOST RECENTLY REVISED JUNE 19, - 2025,AND PREPARED BY: SEAWARD LIMIT OF j1--�� MHW EL 3.5 J F VEGETATION ` J a KENNETH M.WOYGHUKLAND SURVEYING � P.O.BOX 155 ,/ 1'• `% \�\/$4 m W,}S W AGUEBOGUE,NY I N51 /� 0 z¢oa o-z<w PHONE: (631) 298-155b �\ ��7 a w a —r PROJECT / ZONINO,DATA... I I : >': � ': 1 a a E w a 20' SIDE YARD 1J _ Y a ¢ TAX MAP a 1000-1-1-2-1.4 SETBACK I "'� 1 l?1 a¢a LL 1 �' Zaw¢o ZONING DISTRICT R-40 NG (55' COMBINED) ,\ � wwk�a 50' REAR YARD SETBACK o w Z Z LOT AREA OA ACRES FEMA FLOOD ZONES X,AE (EL.=10'),VE (EL.=14') WETLANDS DISTRICT PENDING 15' SIDE YARD (35' COMBINED) 5 a~w82 a N a DEG DISTRICT PENDING `� 1 0 1 ��o a i I w.¢o SUFFOLK COUNTY HD APPROVAL - - PENDING ZONE VE 1 FIREPIT (EL. 14) 115.0 ' PIER LINE (LEFT SIDE ADJACENT PROPERTY) I LOT COVERAGE DECK 1 PROPOSED lcI3 S.F. DWELLING FOOTPRINT ONE SOUTHOLD TOWN CODE.250-124 - - C ZONE X\' (E ` , D %LOT DESCRIPTION(FOOTPRINT) AREA GOB EXISTING C 82.0_- I \ U 1 1/2 STY DWELLING TOTAL LOT AREA 55,"140.5 S.F. # 1525 I C ` `� 1 m \ I N AREA 5EAWARD OF GEHL 11,44-1.0 S.F. i �•�.� *_` I 1 LAND N/F OF I 1 �•r 100' WTL SETBACK BARBARA B DON U FRE5HWATER WETLAND5 1,426.0 S.F. - I _ O.. 111 FROM DUNE REVOCABLE TRUST �SEPTI TANK TOTAL BUILDABLE AREA p) 19 86-7.5 S.F. i I �' SiI I I Q U) PROPOSED DWELLING INCLUSIVE 1 �' OF DECKS 1,448.0 S.F. "1.5% CESSPOOL I �. __-- - I 1 N 50 WTL SETBACK LINE �' ►� LIMIT OF MODERATE TOTAL AREA OF ALL STRUCTURES 1448.0 S.F. ?.390 LAND N/F OF 1 �'I % � �� I 1 PAMELA VALENTINE I I N WAVE ACTION i( MAXIMUM LOT COVERAGE ALLOWED: 20% - ? I ; �` I 1 BOUNDARY �l -LOT C.OVERA&E HAS BEEN CALCULATED COMPARED TO THE TOTAL BUILDABLE LOT AREA ` 40' FRONT YARD SETBACK i i 1 I � ZONING REGULATIONS MAIN BUILDING UI I • __--- ND \` i PROPOSED BRIDGE ,- 5OUTHOLD TOWN CODE.250-124 m I ,'�' A OF PHRA6S ED $`( THE 1 O a`_ y P` p,�A 1-416' D15� I 4-73 SF OF WETLANDS SHOWN DRAINAGE IGT PROPOSED COMPLIES i ORIENT MOSaUITO HATCHED INDICATES BRIDGE o r AREA OVER WETLANDS; NO W LU In 50.04 -'� 1 � DISTURBANCE BELOW Z C) r � MIN.FRONT YARD 40.0' 109.4' YE5 5��p,GK ``�. �- 1= Z w WELL Z W U) >. MIN.SIDE YARD 15.01 I5.0' YES �{� _.���-� Irj0.00 Lu Z MIN.COMBINED __---"-g82°1330 W\�-\- --� FRESHWATER WETLANDS Q w Lz SIDE YARDS 3s.o' a7.o' Yes BOUNDARY AS DELINEATED BY > Lo MIN. REAR YARD 50.0' 86.1' YES EN-CONSULTANTS APRIL Of2024 O e-1 O J MAXIMUM HEIGHT 551/25, 30.5' YES Itn r. O O z F AND 1�l/F GGIiIA I �• , � '_`4 + � a EPH Lp`� I s, - I I I s 1 ld m PROP05ED 51TE PLAN , Q 4 � ``� t•!-� w w SCALE: 1" = 40'-0" a OENERAL SYMBOL KEY: N =N w gY �mwo r===l EXISTING TO REMAIN NEW FOIAIDATION WALL pox FzrQ NEW WOOD FRAME N N O H O Z J x U 0 U Q IpiJO w j �?�ma mFpag>�> 0 2 2 J y 20001Y1ll1 J Q r w Q aazos w O LL O W U aoLLox >�z�3 J x O w Q Na¢wa O w O N 0 x¢ ¢��om a¢Q LL w Z- g �z r wa8w3'yzaz¢ o x rQo LL Wp 0 N U F x W f-QO C 2 a-O O r aZU Coo Fooacoi O I N WOOD DECK - 510 S.P. O TV TO FOLD DOWN WOOD DECK O 0 DN. FROM CEILIN& 3"73 S.F. O _ - — IO" 9'-10" O9'-10" (D m i g 4-j + O LIVE EDGE COUNTERTOP tl1 m UP m1 -F— C) I m r w. O I \� � I I I I � Q •Cn �. O 0 r - -N -71 REF. _. � - I lUlll N s p Q WALL HUNG TV cl- N CLOSET I� ■ rn FIREPLACE I in I `9 I bN. I `9 • L - J m L - J L J m re OUTDOOR p g� SHOWER;OPEN II'-5" 3'-O" 10'-4" IO'-10" 15.-611 Z o w �PROVIDE EXTERIOR p �� TO ABOVEZ �, � '115 5F GFA ACCESS FOR GLEAN i- WOOD DECK Z W U)UJ } OUT B WOOD SUPPLY '195 5F GFA 0 0 Z 685 S.F. HABITABLE 145 S.F. LJJ � 685 5.F. HABITABLE J N CO PROPOSED FIRST FLOOR PLAN 20'-5" PROPOSED SECOND FLOOR PLAN SCALE: I/8•= 1'-O' 50ALE: 1/6.= I'-O• OLL 10 IL ID �,.Vic: N Lcon] a N z N W �Y wa K mWo oow3 Vz a J K R'QQ r P� 7T T 0.N N W� 77 Z on w- O z J x O K Q w R J O W J ma mwa3¢ o=zgZ n z O O Q N Jj Qz w N Q� a_azoi I �aW Q zo'Or w= I HIMy zZ. J K O W d Lid Itiu 0. g, wIFEw Ina¢wQ O W o N 0 a S F.m ¢room k . Q z4z . z z z w 0 c� kzr u W¢=>< ❑=3zz w p N U W Z x z H Q W~Q o a z¢ooa o MIA a Q r U -- w ZU wK II n 3 a U NORTH ELEVATION (REAR) WEST ELEVATION (LEFT SIDE) U � SCALE: I/b" = 1'-0" nW`` MM W 12 Q U) 12 N Q oI I o =ry Li Lt � W W � � — ---All HIM ill F------------- m Z C� } 0) -- ------------- F- Z w ` —_ WEn --� W Z m H `- > in w 0 r- EE J Q -- a 0 ———— Ir CD T IL N M SOUTH ELEVATION (FRONT) EAST ELEVATION (RIGHT SIDE) PROP. BUILDING SECTION 0 0 SCALE: 1/b" = 1'-0" SCALE: 1/5" = 1'-0" SCALE: 1/5" _ I'-O" IL ❑ a� 1. 1 Pi 1.TANX 1vS1ALLAT1oN STANDARDS. SEPTIC PLAN NQ-,E5 s6N (L uj "A 0-,-. 1— �­I 0 ON 11A o- HIH ­N_t­­ VENT 4 V, _p �!­ 2 Tl, p" ­10 L-1. IN A. ON _90LINn 0 �LEAN AL—ONTRo'FAMEL(11 A-LED eOHrS , ­I E - ,A T­ be A A-- LINE IIA 9. A""A d 11-1- _M_AIR A- I..-AIR SEAWARD 1.,1-1.1 OF LIMI 4 _: LINE OF MEAN HIOI �NV TO/A OHITS 1- A- .9 ..—t SPEC v -ER EL 04 0 1­ Ntpt�It., m'­-_g- I P�_LO 0 1.t2 z:1 F o. H- al =11l I MI ­ A Z MIN A EPTH L.P..-E-ATE-1 O.P It EFF-11- E--EP.­E C, c 0 LF IFER ALL MAINTAIN: 0 5.11 'A o- z;= 5 RoM PROPERL��L A-, At .'I-I�—1-1 1`- A--.--5 1 11.­1 C5 1�d t--1- LOCATION MAP act _H .1 1- �6 AS�HN 01 51TE PLAN) I SCALE NTE, vent11 11 tHE FoR A MINIM-OF THENTY FEE'� ­Y t-I- 5EFARATI01 1­1 All I I _7=Z NEAREST EDGE OF THE­T­E1-M EE-RE ROWTHE OR EDGE�1 THE SLOPE 1AENTO N-2C Ap,X­OFF TO­NT SEEPAGE OF THE L AG ATE 1 -t 1. -20 E P.": to TAX MAP t. 17-2-1 4 1 -1 4-J =f lE , GEM.1.,­t­­­— ,,.­.,. 0 1 1 -N. _1_1 ZONING DISTRICT R-40 Nr 1-1-E.15TI.&5­11- I �­S.THE—TION 01 NEIREI HEYI-11­5.I EX11- LINE 07 SEAWARD P-1­1 li,_j_7.11=�111_5va•�.� I u a- aro moat ­TION INI A—T .L9 =7, ke A" HEL 'REs- LIMIT OF VEGETATION pip., L1 RE-1-1 BY ECIPHE, SUMT, &V­AN,,VE;FROY THE F­LOHIN6 oo1ETRAINTf5) (D H,, 1A OF-.l DISTANCE ETHE'EX 1A 0-5 1 -F-E ­­L) N HI po.­tItli-I LOT -LEACH n6 -----VES_1Rj­ON(FOOTPRINT) AREA Co. REpLGnOu OF REO V DIET-BETWEEN S-FACE HATER5 TD 6054 pt.1,—-1,be....­­.1 P­coat TOTAL LOT AREA 5'.-c.5 S.F. I '- - - 5— u --r_HA '��t- AREA 5JE-RD OF CEHL P 0-1- -A N,­t__ =REEHI WETLAND 2, t ­9'p-)'t", 5 1.126 o S.F TOTAL BUILDABLE AREA -z' ,A 5P F;xI1 In I," I CLLSIVE 't"'. tt., PROPOSED-ELLINE,IN OF nEc`,5 44bo Sir oro, ­--­1.e.a­. - 4 TOTAL AREA OF ALL 5TRUC71jRES 0 E.F. 12 1.I/A 0 1 '-E �E_VE,K MAXI-�L07 COV`ERAE� 21=- - -E AL-OWED 20% Exi. v A ------- E) 2-STORY OR, `R HIT. N.- I. W.- FEMA P, P.- ....... 11 o 0 ol LIN'ON F­'e I LP it, EL,i S -EST.TOLE DATA &�to_ I/A EELEL7 TO VERIFICATION 5-A LiLzN5El E.15T -i, S­ I I 9F NEMA,..'P., =To b. P­ 7.0- A I -- E T- THIS 15 AN ARCHITE-9 SITE PLAN t I 0 THE INFORMATION 1A -H. F.O LF 10, 1 •'of.-OF.11 (651;1-36- �THI D.­�Io I 1 ARCHITECT 5%EE­,-"IS SITE L_E._.E5, To -p-t-t.. 2 SURVEY INFORMATIo-5-TAINED EL- • 2- .l�� 1 A EURVE-lA­El E>E�E-= 15 ------------ 2025.'OST RECENTL-REV'5El 2C25.All PREPARED 51 P.-I A-L El BT 3EPTI1 SO.'53 t. I I <ENNETH�­7YC­LANP SJRVE­N� I-O0A 1701 2-b-lEE& AoIJESO,S)E.NY I-El =7 DATA I HN ILA- t!�- sANv , .I _/ I, A,� ro sat, I I g,, 1 EC7M. FLO 0 MAP lA MAP. 3&,C5_C&&H MAP DATE Op/25/200- EX15T li>ELLINE,-1 1 Ir FLOOD ZONES X.AE(EL VE:P PRI-E WELL IfLoCATEl p"' 2 517E PROTECT ONIBILT FENCING TO BE nt maMae[we•s sn°I wIm a roml a! a osl.e a r I. a ro ao PVL I I INST.AI.5 RE.11RF�E-7­TOWN OF AA-1. DO HE 501 • c Xe E�91_�_LAI-A--I �I o,'ZOs ✓A i amwe 5 EI E IA--OR NET LANDS A- �L`IE -RESHH,A�_R AE-­N�5 LOCATED T FIkOFERTY A SAND HITH I ;\ - I 11A TA- T-o.p't—, Eioo OF R_A5 DELINEATED A7El BY to EN.__1_7AITSIfAFRL F.2o2�) 4 ELEVATIONS REFERENCE NAVV R4125 `tt�. ✓it,,P1.1-1. 5 A VISIBLE WELLS A7.11 150 E6-Noo') 5- A­ 7 FRo-__,HE �L�T 0 SLIB�o S ARE EZVA.'I 'A 01 PHRAS-55 5EF C SISTE.ISO- PEPICT�, l ON SITE PLAN. ARE EXIST LOCATEo OVER 5o DRAIN-E AREA MANAGED 5Y/ ORIENT MoSoulTo DII -E E.'s- S,BIE�7 ITV ,Ro�,_ 17 L- ,. ES) LIN t- THE 5­h ­1 o ,-it,Qa 'E.. FINE To IN,OF 5o [PROJECT: A-E__ '.,Eli SETBA All-I...-I,-Iii. ----- -- 15- IST. t,500 P..-P.,N,,­I-rp,F) E. VALENTINE E.FoSEv ORA.-IFE 5 1­11-1-— ­Itt-d SEPTIC IIA.-E I­Ik E—TERED 61 BELOW E n [P en. ERA- 65—5c (D/� z4 Ic°usc _1112"t 1675 BIRDSEYE RD T E5T OLE ORIENT,NY 11957 so-',A" EL-61 'p- A, E, DRAWING TITLE: P1=11:1-1111 NOTES H_ SITE INFORMATION -.t- ti,� 70 % • SITE PLAN 5UFFOL< COUNTY HEA 7H DEPARTMENT APPROVAL H.S. REFERENCE NO.: - ------- Is, PA PAGE: VACANT LOT RIVT HELL ATED OVER 1 0 sp-101.00 fLoo FROM. T ­cPERTY 1 5)d SEPTIC SYSTE�, 1A�ANI LOT_ DATE:04/3 FRAINEtE ST-INSTAL'ATION WI A A MINIMUM INIM M O'EEPARATIol 15 REOUIRED BETWEEN DRYWELLE WATERSERVILE L;NE. TILT -INES,SEPTIC 5 COMPONENTS,LEACHING PIEL05.5EhER 60.101EHT5,OTHER DRY '�YiJAELLS.AND THE EDGE OF ALL FOUNDATION WALLS R A BETWEEN DRYNELL5 A PRONIM,M 5 SEPARATION 15,REQUIRED E.15T SEPTIC A.PER-L HI­1111 11 REQUIRED BETWEEN All s,5`EM • .;Ill 11 1E MINIMUM PROPANE FUEL­5 A 2 VERTICAL SEPARATION 15 RBOUIRED BETWEEN THE BOTTOM OF DRYHELI-S I THE H1611EST EXPECTED SRo,NOHIAYEE. ON, EXIST HELL I ELEVATION. 1 0 CONNECT ALL HJTTER LEAVERS To NI o-AE- SLIM• SEE ALSO CONSTRUCTIONDOCUM ,N IENT52E7 'L DRAINAGE0510 25 50 _T5 100 TOTAL.ky 11 I—S.F.2-RAINFALL EVENT,12, 111Z411 R92 12 10 oRYJlELL PROVIDES 22.53 OF.PER FT.OF DEPTH51TE FLAN ORAF'Hlr- Sr-ALE 2) 31 DEEP l.PROPOSEP.'33 D C F 51ORA6C_PROVIDED SCALE:1"=20-0' — Il I ! o ELEGTRIGAL 5ER,/ICE w TO FUJICLEAN--� J ALARM/CONTROL PANEL 100 ,n ! 101 1 I o 102 I O I _ ° v o ! 103 TRI 1 N 0 N} I CIn Zit acq I04 0 5 1 MAIN ELEGTRIGAL 105 iSINGLE LNE DIAGRAM NOE 0 Om+ tO ✓ �,� T5ANJPACNRER'S SINGLE LINE DIAGRAM FOR FUJICLEAN'CONTROLLER A- O In ANE L AT DY\ELL!NO I06 NRING IS PRESENTED USE OF UPGR CONTROLLER OFTIONS B" N Q FUJICLEAN ARE ALLON V.PROVIDED THAT THE M�'ACTURERS C O CORRESPONDING WIRING A6RAM 715 ARE FOLLOWED IN SUCH INSTALLATION. d M O t I I 07 ci;m rtn.O.l MAIN 5REAKER IDS 1� e.IUY ' i1LS1D8 ! 109 151 IIO 11. •Int1 -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- +� 152 ! 111 * TDW TO to IWLB I 1 PS11P mall I53 s a`�i""Li in-i°i � Q ! 113 MIDI 1.• 154 �" '�-�-- +- T- -S- ❑- -�Tal 114 `r1u 155 I 1 1 1 I I 115 Tz1 I slis TM R 155 I I I I I I v n. 1 1 BJ I I BRANCH GRCU(f PROTECTION OVEKOAD PROTECTION, U _ 116 &M LMT FAIN 157 I N'ML1 �� I I I MAIN DISCONNECT AND OVl�tRCURRENT PROTECTION 158 I DOM FM &AM rtnn 1 -v OF INCOMING FEEDER CIRCUIT PROVIDED BY OTHERS 117 1 AND MUST BE SIZED ACCORDING TO PUMP/MOTOR 159 I PWFIX I MANUFACTURING SPECI[F1CATgHS 11B ---------'I-------7 I 160 I 1 , i 119 Met) TM 161 L---------- -- 120 = ----------I r--------- N I 121 Craam� 11 ^F P I DEDICATED.20 AMF 1 122 163 I i 51N5LE-PHA5E I ! 123 A , l64 GIRCUI T 5REAKER I 165 I La go Fe-To-1 �— 1 124 AMTM 1 + toz"TD 1 I� 166 EXimw COtFam(COMPRESSO.R w/0R PUMPS)PRWDED Bf ODIERS Ts IU{D j I 126 167 1 NM bN BE Ul MPROVED THERWSLY PROTECTEDPUWS 168 i 127 caIZe rat Pslze Tin 169 i 126aw I�m �F 129 C1 �r¢s 170 TEMPERATURE RATING OF FIELD INSTALLED CWXTDRS MUST BE AT LEAST 140 DEG F. —BER171 1 (60 DEC, C.). TERMINAL STRIPS AND GROUND LUG USE COPPER CONDUCTORS ONLY. 130 P 172 CDNNECT GROUND LUG IN PANEL TO A SECIRtE EARTH GRDHD DASHED LINES REPRESENT FIELD WIRING a•I �� I \ 173 I -- - F1RD Yi133 RING SECTION - ! �FELRD.NDN= i174 PUJIGLEAN 51NOLE LINE DIAGRAM Iy SCA NT5 ! i PLAN VIEW SHOULD SITE CONDITIONS PREVENT LEACHING POOL TOP LO�i s.cce ^'1 m•ac a.T^l v.rc - :.wv..m.P.•.• waewwm, ISL I OR COVERS FROM,BEING LOCATED WITHIN THE III SPECIFIED DISTANCES FROM GRADE`DUMMY RIN65 SHALL r� 1BE UTILIZED TO BRING LEACHING POOL INTO CON--ORMANCE. BEDROOM SYSTEM I U ® I 6 DWELLING r PO.—ao-m D-Box... I -�_ � PROJECT: p O U ! I FF eL..laa• n,.c BORN: s<-o L°cclw (((R`eD9'IF unET P cN�� •..•_ " 'j '"'"'^'•• BLOweR le'm LocclNG Acce55 covERs -O'n:N. +.. - ACCESS b-WIN �excEEDS i'PER Poor, VALENTINE zv HAx f z�- _ I INV AVE.GRADE E:...13.0' HIN a'o Sb HA%IMM SLOPE . I SEPTIC I .e,oss Pew I nA:( �� 5DR 95 WL HIN c 3'Mgx. � LNAGE S OR EO.M N PITLN•'�I' a-m 5DR 35 •r,.Nw.sswP. Pva OR Eo. Nv INv.EL•Pe Nv a•nr� ------ 1675 BIRDSEYE RD SECTION A-A VIEW SECTION B-B VIEW nu P rcH i-I' a.•Oa N - ! ,� DB„- K.M,w. >_� ORIENT,NY11957 BED OF SAm OR PPA \1"HIN.PROP LEALMNG J GRA E BENEA H `(PROVIDE END LAP J5) v WLL wB STRIBUTION BOX TIPE LEVELING N Dev1LEs AT--I DRAWING TITLE: PUJIGLEAN GEN5 I/A OWTS DETAIL BA"`—EG REP ACE Ex'ST.SD'L — POLTLOK 20" DIST. BOX DETAIL WIRING DIAGRAM 1 aas NITRDGw REDucnoN sYSTEn .,/s•cLEAu sAuo SYSTEM DETAILS SCALE NTS LOL:AR SLRRDN.DIN6� SCALE:NT5 INNOVAT VE AL RNhTIVE ON TE WASFWATER TREATM-N'SYSTEN'/A OWrS) H+OJ E%IST.5A10 ? LAYER NOi PQSEM Q i +� SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL A DW s sNALL AVE A nINIHyn REA �T LAPALI Y Dr aaO GPD ra BEDRDDnsI. NET E%PEL eD - - PROP05�FWICLSN LENS Pq°y1DE5 SOO 6PJ iREA'MENT LAPALIr•(a BF3JROOM MAx.LAPALITYI. i H REFERENCE NO.: - INSTALL ALL caMPOUENrs As PER MA u SPELs, GRo uo WA eR ENL_UN£Rm E.oa_ _ PAGE: -- ---- S. 4 IO'WIND 5-ANCB BETyeeN TNS VA OWTS AND BUILDING WITH LELLAR/BASEMEN'SHALL BE — — — — — — — — — — — AINTAINED DR 5 MM.015T C IF—1-1G�DN A S AB S P-102.00 A S'WIN.OISTANce B2. - *He VA OWrS AND DIST.BO%!MIEN PRESENTI SHALL BE MAINTAINED EACHING POOLS 31 I Lv.cHING s-•sTE.+FOR A 0-4 B©RDOH R6IDDILE sHnLL PRovIOE aoO rN Slcc-HALL ARr.N ..+�J� DATE:04/30/26 .'2�OF 2 @!B o X c(EFFECT Ve DERH:LEACH NG POOLS PROV Oe SOO PTT SIDE WAL_AREA I �' .'� • � ^_�'I��� ~} , (3:B o.a'(EFFECT VE DEPr+i LEACH uG PDOL PROPOSED F°R 5p8 E%PANS ON I -� I i y LEACHING POO�Z TO BE LDNSnRUCTO OF PRECAST REIN=ORL©LONG¢ETE(OR E-AU. I i 1 s. ALL LOVERS SHALL Be j OF L AND BO A B Ml D OF PRECAST REINFORCED LONLRere TOR ELUAU. i> •-r..v y_�,-_%lam - ' h ISTANCE BET.E➢�THE HIGHEST RECORDED GRWI.mYIATER LEVEL TTOM eALHING �If ^r a P00.5 sNAL Be WATER MMNTNNEO. IO•M 5. A IN.DISTANCE BETWEEN:PAGNIN6 PpOLS AIC R LINE SHALL BE MAINTAINED ..ew:•---- —.,.rr AN B'M R 17I5TANLE BETYVE£N ALL LEACH NG POOLS ANTJ"A O'WTS 5HALL BE MAINTAINED. /f •. \ - 1 ClEAN0UTF0ETA1 fOR AREAS NOT SUEICC'TO''%cHICJUx T—FIC 11 IN AL CM.ALTERNA'E-A'6 FOR 3GIDS.1LTERUTE-A 6 CR USE'xi1N 3.CG.EL-LNWN/:OUNECt Ov I! PROPOSED 5EPTIG SYSTEM DETAIL SCALE:NTS GLEAN—OUT DETAIL SCALE!NTS _ - .. S.C.T.M.# DISTRICT 1000 SECTION 17 BLOCK 2 LOT 1 .4 ( 16` S-242 INS) E to/VC /S`A ,�, ND SOUND f 4- �F(35 r- 7 -6 s " 9,X - �-, x z x x x•1� x x EAWARD x x x `� ��'-'------- � x x x ate..,--�C x x x x x x x " x z z x x x x x x x x x x �GETA7)x x x x x x x z ``' 7 � O REBAR 0.i —'`` x x x x x x z +r x x x g\xxxxxzxzxzx•�xEzTOfpUNExzxzx xzxzxxzxxzxzxx ` �• x x x z z x x z x x x x x z x x x x x x x x� 8--7= � Y x x x x x x x x x x x x x x x x x x x )L x x x x x x z .. x x �C,.�c..no^�tX X x�x x O g•. x x x x ��^.: x x x x x x x"x g - _w �` x x x x x x z x x x x x x 9. \� � —?N�A7ARD LM�y .�COASTALR ( 8 'r. `PNDR l' 60W gPRe EtRUs� REv00 P8- ' \� 8 V . 7� 7 i S c� 01 :::..:.........:.�:::::::; ':'EVE : m O / 10 .... ..�:::::;;:..:.. Lei Pq::::.:::.::.. \ _ \ ZONE. O 12 ---- L .: (E�.1!)A�� MI F MODE lE WAVE 14 \``�p r' CTION BO DARY `O °ym a��o� � i ONE AE 13-----':�' . v O,n 13 r-- ���`. \ \ 10 ti �: ' ( - Z(EL10) 12 TOn y _--1A 13 2 G� J J G \ 6 PND NIF°FT1NE SHED ( 15 1 Z ; � G� ,�`� X, Z� D�\_\NG PA`E�P�PEEN 16 65'x7.5 1413 11 jy ` 1 .\ . 1125 #1525 M `\ 1 �1 / 10:�9�-8� r 91 16 X X ! X DPFtY ' \ \ .. � J1 O X 15 J ) ��/ j 1 1 X X 5 E X N,CONSUI X X X k ` 1 �G ^�/ i f j FiRESH NEPIEDR;9.202A X X `\ 1�`� \� 'y °L ,13 _ v�/ j l rl X PS D X P X X X \\ `� X X pLG1 cESSP° 12 i �i X X X X X X \� \ X x T s 10 �f f/� �f X X X X X X `\ ��`�` X WELL � 9 -8 / / X X X X D D Vk EEt OE X X ` rQ� ox PIO s O. W / // X X X RPGMIZESPVEORIE^ X �pPP X 76` X X X PR P Ep 9OSa��10 DIS��A X X \, X \ X X X X X X X X e"N' `� X X X X X X X X 0� X \, \, 7 `. 6 \ X X X X X X X 172 X X �`� X X X X X l X X X � , / P� '30 Y \ BUIDLABLE LAND: 19,867.5 S.F. �--- %`�� a•'�'-� / AREA SEAWARD OF CEHL: 11,447 S.F. 6• RrE - _~_ - 30� R / / \ FRESHWATER WETLANDS: 7,426 S.F. TOTAL LOT AREA 38,740.5 S.F. / / '��7�' gE 1\,EWPY I / / NIF OF GN P / / ASPHALT DR / �PND LPJ�c \ � 1AOOIN08y pn 6101 100 \ p�aEl"G \SERWiC#15�5 \ SHOWN AS LOT 2 OF SUBDIVISION . FOR J.D. STERN TOWN PLANNING BOARD APPROVAL JULY 13, 1970 FEMA MAP#36103CO068H REVISED 06-19-25 EFFECTIVE 09/25/2009 UPDATE WETLAND BOUDNARY 04-09-24 NAVD88 AREA: TOTAL LOT AREA 38,740.5 S.F. ELEVA71ON DATUM: UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A V OLA77ON OF SEC77ON 7209 OF THE NEW PORK 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 THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 7171E COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO 774E ASSIGNEES OF THE LENDING INS71TU770N, GUARANTEES ARE NOT 7RANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD17IONAL S7RUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: PAMELA S. VALENTINE; MAP OF: FILED: SITUATED AT. ORIENT TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK • ,. Professional Land Surveying and Design THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL P.O. Box 153 Aquebogue, New York 11931 LOCA77ONS SHOWN ARE FROM FlELD OBSERVA77ONS FILE #223-182 SCALE: 1 "=30' DATE:DEC. 15, 2023 N.Y.S. LISC. N0. 050 PHONE (631)298-1588 PAX (631) 298-1588 AND OR DATA OBTAINED FROM OTHERS. 882 By ' \ .. Date � N.J. MALZZAVE' RR' O� PEO chkd.By Date Prole ct 6 v� rJ�,`c --' t;; (" t Sheet No � of F BA "e:"'CFJ •'� 1 t.� •:•:-,rf,�7_� :a� a .. .. . i " cn- - 1znI m _ ,� � �~ -� -•s~ i�� ����c. �..�� ` IZ, • aa�-.w,n z.�j�,-+.. ..•.ror.*w.,.u-,...,..,.�. .,..e at{�.w....e....w, n«t .�. .k s tT F.my 0�Fr ILI FES ; . .,... ... . .. .JUN 2. 9 2026 . Southall Town Board of Truefees .C,T.M.# DISTRICT 1000 SECTION 17 BLOCK 2 LOT 1 .4 x X x\1` _ ------- X x x..X SrgWAtX: x x x ' x x x w'�-�1— ---�i �x x x x 'lftil" ;<-" x x x 7 x x x x x x x x x x x x X 6FQ; x x x x —,_ ~ ` —__� tq.3 3'4Y x x x x x x x x x x x 'IGr°�c x x x x x �- x x x X X x �'/>T ;� x X X x x x X x X x ` ` x x x x x x x x • 'f'x x x x x x x x x x x `� x x x x x x x Xx x x x x x x x x x x x x XXX` x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x ., y- - Wv _ x�x x x x x x x x x x x x y ' x `'X x x x x x x x _- --- 8 x x x x x x G 1 JR5'"tom 0 pW Ik - O r .__...._._.,....,,�„ •,,, �, �. _ r , y ^�`- 4�'�a�ayA` s�l 1 Im IN 2 �* I � G '. 14 { of J ` 1 C, �,^�� � �5 �� t5 �; ;�N J t - �tN' F ` , . - q 1 c X CiNU_\N t_P.�A �N 6 X.,� 14 \\jf 1 1 _ ( ` �^. �, 1 ) w € StY V i 1Fi 1225, A 7_ S �� y s i "O / �� 1 i i �jf'/ ,, X X X X v i�_ - \� 9� Tr" f 15 \ /��l � f" J it > X )(��ftT5 Njs X 1\ X X i. x v 1 r `J J i ' / I i cRt` A�A(Fl�13Y 9,2g24 X `� \\ i{ > �►-SE�t{ a 1 14 - f % I AS D�L1lL w X X '. S t,Uc�ti. ` ' i 3 !f j//I,,/ X X X X X X X ', 00 �� X X X \ �� < X X X X X X X X X X 1Q .ye,rl' �' X X X X X,t ,QF-X X Xg` PIPE ' 7; '� X ;X X trol4 6�a ORtENn X 'i X C?, GED S ICE q - * -1 i' X X X X ActFA FA�q?vA mosa ,O yiSSft X X \\ X .,. r" 17 X X X X X X X X j' ` X X X X X X X }d X u '. ' X X X X X X X X X 1 X X X X Xw m _ t ' tiyq� X X �0p0,-• J ; ,� T BUIDLABLE SAND: 19,867.5 S.F. - ��' Ij AREA SEAWARD OF CEHL: 11,44.7 S,F. FRESHWATER WETLANDS: 7,426 S.F. TOTAL LOT AREA 38,740.5 S,E 4 �• �.�4j 8 O kp 0- Arc cil 4 j y i � s � }IF T# S'HOWNAS LOT 2O SUBb VISION p FOR J D. STERN } V, iOW�I PLANNING BOARD APPROVAL JUL_Y 13, 1970AL 1 FE_MA MAP#36103C00681- REVISED 06-19 -25 E'FFEC iIVE 09/25 j2009 Southold Town a ' Board of Trustees UPDATE: WETLAND BOUDNARY 04--09-24 AREA: TOTAL LOT AREA 38,740.5 S.F, v f ELEVATION DATUM-• NAVQ88____._._ ._.__w-_____ UNAU7NORlZED ALTERATION OR ADDITION TO 7N/S SURVEY IS A VIOLATION OF SEC 7209 OF THE NEW YORK STATE' ET7UCATIOM LAW. COPIES OF THIS SURVEY ,q O'S ^*1 "� m` Vim, MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE" CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN t,.. ONLY TO THE PERSON FOR WHOM 7Hf. SURVEY l5 PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL. AGENCY AND LENDING 1NS71TIU77DN LISTED HEREON, AND TO THE ASSIGNEES OF 774E LENDING 1NS777U770N, GUARANTEES ARE NOT TRANSFERABLE. IHE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HE'Y ARE � ^� � � �� NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES ADD17701VAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS _ - ;„ n� $, lip AND/OR SUBSURFACE STRUCTURES RECORDt-o OR UNRECORDED ARE.NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY ! SURVEY OF.. DESCRIBED PROPERTY ' CERTIFIEDPAMEwd-A S. VALENTINE: ha 05,1 MAP OF: D _,� � FESs►(ftl, FILED: SITUATED AT: ORIENT TOWP! OF: sOUTj-joLD � �.� KEN ETH M WOYCHUK LAND- SURVEYING, PL.LC SUFFOL K COUNTY, fJEW YORK Professional Land Surveying and Diesign P.O. Box 153 A uebo ue, THE WATER SUPPLY, WELLS, DRYWELLS AND CESSP001. ,r q g New York 11931 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FILE #Z23-1 82 SCALE: 1 =::,3Q DATE::DEC. 15, 2023 N.Y.S. LISC. NO. 050882 PHONE (631)296--1588 FAX (631.) 298-1668 AND OR DATA OBTAINED [ROM OTHERS. 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management Pamela Valentine 1675 Birdseye Road Orient, NY 11957 SCTM: 1000-017.00-02.00-001.004 JUL 0 2 2026 Project Description S TOWN PLLANNINANNIN D G BOARD Proposed 42.6'x 17' (793 S.F.) 2-story dwelling on piles. Proposed 42.6'x 12' (510 S.F.) rear first-story wood deck with stairs and 373 S.F. irregular rear second-story deck. Proposed 20.5'x 7' (145 S.F.)front wood deck with +/-20 S.F. outdoor shower. I/A sanitary system to be installed. Existing firepit to remain. Proposed well to establish water supply line.Two proposed drywells. Proposed 80'x 12'timber bridge over approximately 473 S.F. of wetlands consisting of five (5) 16' bents supported by a wooden pile substructure with a structural wooden deck. All bridge elements to be constructed of exterior-grade structural timber in accordance with the bridge detail drawings. No disturbance to occur below the bridge. Proposed approximately 35'x 12'driveway extending from the dwelling to the bridge approach with a 15'x 20'turnaround area, to be constructed of pervious material consisting of medium- compaction RCA or a pervious masonry/stone product. Proposed two (2) approximately 20' x 12' bridge approach areas,grade dependent, to be constructed of medium-compaction pervious RCA. Proposed approximately 140'x 12' private road accessway within the existing 30' right-of-way extending from the terminus of the bridge to Birdseye Road. Existing vegetation within the accessway to be cleared and the roadbed leveled to match existing grade. Accessway to be constructed of medium-compaction pervious RCA.Silt fencing to be established during construction. E ® LI 9U JUN 0 c t' :yid Town P.,, rd of Trustees www.ColeEnvironmentalServices.com 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management Town of Southold Board of Trustees ��' F 54375 Main Road D Ili � -- P.O. Box 1179 Southold, NY 11971 JUL - 1 2026 Re: Updated Plans Southold Town Pamela Valentine Board of Trustees 1675 Birdseye Road Orient, NY 11957 SCTM No.: 1000-017.00-02.00-001.004 Dear Elizabeth, In response to your email correspondence from June 26, 2026,the plans have been revised to point out and clarify the use of the proposed drywells. Stamped plans for the proposed bridge have been dropped off to your attention. Please find the following items enclosed as part of the application: 1. 4x Site plan by AMP Architecture dated 5/13/26 2. 4x Septic plan by AMP Architecture dated 6/29/26 Should you require anything additional, please do not hesitate to reach out. Sincerely, Summer Looney Summer@ColeEnvironmentalServices.com Cole Environmental Services, Inc. www.ColeEnvironmentalServices.com w ¢ SITE LAYOUTNOTES: a � I. THIS 15 AN ARCHITECT'S SITE PLAN 4 15 \ , SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION O , ��� S rT/� w a o REPRESENTED ON TH15 SITE PLAN IS TO THE -p 64, �/H F O�E J ARCHITECT'S BEST OF KNOWLEDGE. PC Psi 2.SURVEY INFORMATION WAS OBTAINED I+ 'Is �?�� o W O 2 J= FROM A SURVEY DATED DF-CEM13ER 15, �. ¢ _a w 2025,MOST RECENTLY REVISED-IUNE let, o J F 2025,AND PREPARED BY: SEAWARD LIMIT OF MHW EL 5.5 w w Z � VEGETATION.- �� N¢F}w KENNETH M.WOYGHUKLAND SURVEYING w cEi o 3 m P.O.BOX 153 -/� ti'• `. \ft /s m m 3 w AGUE506UE,NY IIg31 /- \\.40 z o J y PHONE: (651) 2418-1588 O K p �zZ3 PROJECT / ZONING DATA I I r "; •;• i o N a h a 20' SIDE YARD ' :z _•:•:•: It F�i o mm TAX MAP# 1000-1-I-2-1.4 SETBACK I �� �'1'" I vi a a Q LL Z<Zo ZONING DISTRICT R-40 NG (55' COMBINED) L; \' _ , W z z a LOT AREA o.q ACRES i L : I ►� 50 REAR YARD SETBACK s mo=3 a o O M. O N r FEMA FLOOD ZONES X,AE(EL.=10%VE(EL.=14') I ENA WETLANDS DISTRICT PENDING I I I 15' SIDE YARD (55' COMBINED) g ag? wn•K a o DEC DISTRICT PENDING �` j I Fpa" ONE SUFFOLK COUNTY HD APPROVAL - - PENDING EG �.` •�' _ Z�1 115.0' - PIER LINE (LEFT SIDE ADJACENT PROPERTY) FIREPIT _ LOT COVERAGE - — -- � DECK � � � I _ -- ' I - ' PROPOSED -Tq5 S.F. DWELLING FOOTPRINT SOU7HOLD TOWN GORE 280-124 r- -- - --- ` —`~% ONE I � 0 iZONE X� DESCRIPTION(FOOTPRINT) AREA % LOT --- �, , ! COVERAGE EXISTING �• � ~ 82.0�- \ U 11/2 STY DWELLING , , I PROP. DRYWELL5 (3) m TOTAL LOT AREA 38;140.5 S.F. # 1525 I 0 1 N / -- ' �. p' - AREA SEAWARD OF GEHL 11,441.0 S.F. LAND N/F OF �•y•�`` �� I00' WTL SETBACK BARBARA BOON (� _FRESHWATER WETLANDS -1,426.0 S.F. REVOCABLE TRUST i n FROM DUNE �� I'--SEPTI TANK O I Q '(n TOTAL BUILDABLE AREA Iq,86-1.5 S.F. - ' I ' i/ PROP05ED DWELLING INCLUSIVE 1,445.0 S.F. -1.3% CESSPOOL ' I .' __-- 9 I ! w 50' WTL SETBACK LINEor-DECKS [] LIMIT OF MODERATE TOTAL AREA OF ALL STRUCTURES 1448.0 S.F. T 3% LAND N/F OF ' �'I �. I p PAMELA VALENTINE ��� � �� I N WAVE ACTION MAXIMUM LOT COVERAGE ALLOWED: 20% BOUNDARY Q -LOT COVE ASE HAS BEEN CALCULATM WMPARED To VE TOTAL BUILDABLE LOT AREA 40' FRONT YARD SETBACK .,-� ZONING REGULATIONS MAIN BUILDING v / ITE 1 PROPOSED BRIDGE g AND 0 SOUTHOLD TOWN CODE 280-124 I ; AREA OF PHRA NAGED gY THE l' D�jtAA6e S -r D15TRIGT ` `i HATCHED FINDICATES BRIDGE o PROPOSED COMPLIES AREA OVER WETLANDS; NO LV Lu a: Lo 5p.0' - DISTURBANCE BELOW Z 0 Lu � MIN.FRONT YARD 40.0' IOq.q' YES WELL Z W N >- W ----- �- W U) Z MIN.SIDE YARD 15.01 15.0' YES 150 p0 FRESHWATER WETLANDS w wz MIN.COMBINED 582 \� Q SIDE YARDS 55.0' c".o' YES BOUNDARY AS DELINEATED BY > u - MIN.REAR YARD 50.0' 8b.1' YES T.H. B I R D S ,�, E R D _ i EN-CONSULTANTS APRIL q ,2024 0 o J , Q U. _ !EcE wE MAXIMUM HEIGHT 35'/25' 30.8' YES cn a DRAINA6E SYSTEM CALCULATIONS: LAND �GGHIA a J05EPH LA � ,� FtEDA TOTAL IMPERVIOUS ROOF COVERA6E _ 'iq4 S.F. �� n�• o ti '1114 S.F.x 2"RAINFALL EVENT = 132.5 G.F.STORAGE REQ.D I I R: JUL - 1 2026 (1)WO DRYWELL PROVIDES 22.55 G.F.PER FT.OF DEPTH I I I (2)b'Q x 3'DEEP PA.PROPOSED = 133.58 G.F.STORAGE PROVIDED I fir i r C-4i Southold Town "`; 9'F�FN �o� PROPOSED SITE PLAN Board of Trustees w W SCALE: I" = 40'-0" o a C ENERAL SYMBOL KEY: =m Fwa� EXISTING TO REMAIN NEW FOUNDATION WALL i 3 NEW WOOD FRAM a m0�6� pw��a yl mFY w ��mma mHagw Z OOJ um� d Q p= ZpZ LL O w U Q}O LL p NF-Z- -.:Owa O 0 Q 2 U W m-J p�j O w O N a == O K�?OOmt 2 Z. Q w Q �Z--<o g �'>a o or- O WpW��-.F w F=Z W Gw�Qo 42'-b" w z¢o a a d WpF- ? aZ�oz c�- 13'-O" I6' m- > ¢ waoLL booI,oi O N WOOD DECK 510 S.F. - 5,75 - O N TO FOLD DOWN WOOD D�GK O O : 70 O DN d) FROM CEILING I 4--j 0 O ' q'-10" q'-10" q'-10" q'-10" q'-1o" W-10" q'-10" q'-10" +' + O LIVE EDGE COUNTERTOP m UP5-0 - 1 I� O a- o I0 O Fla=d o lul 11 Q WALL HUNG TV CLOSET �I I I I m FIREPLACE I in I I _`fl I �N, _I 4 AIR' OUTDOOR SHOWER;OPEN Lo 10'-10"PROVIDE EXTERIORO � TO ABOVE Z -iq3 5F GFA ACCESS FOR GLEAN F- WOOD DECK Z w N r OUT & WOOD SUPPLY -iq5 5F GFA 0 z 685 S.F. HABITABLE 145 S.F. LJJ 685 S.F. HABITABLE Q W m z PROPOSED FIRST FLOOR PLAN 2o'-s" PROP05ED SECOND FLOOR PLAN > SCALE. 1/8's I'-0' SCALE, I/8'- I'-O' U. �� o J Q 0 O ® a O Ir a DA JUL - 1 202.6 M.RE C9�� �� M' O Southold Town ` r o Q Board of Trustees �TF�F 406 0 w w a o a 00 � IIIIIIII IIIIIII IIIIIIII I "��" �" 111.�11���� _-� _ ., 1�n��u.mmmlur,rnI111111m'111'll■II�11 HIT �i - m � JUL 2026 iirmum'nmll ' • • 111 I 111■I■Illm.� •- • - ml III! HIM m 11 umnm�_ n1 I nmlmm_= nll IImn111ml1mn11■■�- =_ 1— - -- -- I=I- - lii i�il�i■I�il1i'■ill�nimili�� nm1■1n■■n111■lu■I■nlmnlmm■ml_ �_ � - � n,r--•- - -•mlmmlmmlm���.� m 1111 111 1III 111111■11111 ill Illlr -ter nll 111 it H l Q■Illmlll; �; f■1 mlml11mn1m1=..�— m 11■nlmnlmlr111=��■;: 111 IIII■Illmnllmnlll�==�� nn mmmmnmm�l�--�_•, I■1 mlmnlmmlm��� m._ mmmnlmnln_■--� 11■1■lii�l�lii�iiimillm11111■111m1111==� nn11■1n■mumlu■mn1mn11■In Ii I ill� mll 11 11 11 111 nl 11 mn m mt mn - mmn■m11■mmmm Will ll■mmmn�_—• — — — \ !�i:�IIm11111■IIImn11=lmm�n■mnl:�=_� ► ��� �� ZENOI — — ELEVATIONSIDE) • 1 ■� 10 • i� IIIIIII IIIIIIII _IIIIIII , ri �i ■ ■ ■ _ IIII .�11m111m1111■le.. � � MB IIIIIII IIIIIII IIIIIII m11.�m�m�m�`11��m,,;�;� mi ui��,�__,■Innll■nnun; I■I■nnl■nm Imm1■I■m11■mm m m; Im_■—_-umnmm�nmr mm�umnr �ummmmmml Im Ini n1�= ME=lm■mn■mnlr nu11■mmn •-nnmin■mumm m ml mr:=�—.=�•mllmmlmnu 1■mmnnm �1■m11■mmmlmm ml 1n� 1■1 -=-��--mmmmmn �mmmnm •�,Immmmlmnm m • m; Im.�---:.��nmmminll■ n■mumm �_ummmlumnn Im 1■li n1�=;===nnminmlulr no11■m■1■n Mr.nnmmmmmm m • ml ml_ �m11mm1mmli 1■mmmm ::Im1mm11■mmm ml m, m,—��.—�:■1■mn■1o11■n �n■lomnl■I �,Imm■1■m11■mm m 11■ Im�i���i�:111m111m1111■ 11■I■Illmllll E Ilminlmllllm11111 Im ml 101 1■Im I ON AM Ila 1■mmmmmmn nn — �r==���=�r�=��= �_���=�i==�r�=�r�=�r==��■��.:, �ac���i■Inmm11■mm111■1■11111■111Im � 1����1���1�s��s�l��-�!_r�\ �.���� w- Iiii�i��1111■111 111 i mp- ONION[ � �- � � , ■i■ �.i.�....�.11l■1■II IIII r1���r��r� �� �� ���i! ii�ter! ��-��111■1111 Im al 5OUTH ELEVATION (FRONT) EAST ELEVATION (RIOHTSIDE) -_��__,��___�__�.�__��__�__. ,ice= „ ����■Ilmllll 111 � ■ ,�■i. �■i. ��. ��. ��■ ��. �■i 1■i. �� � ■ �• � ■11111■II IIII _eTi_•_�i�_�i—_�i_'_�i_'_�i_'_�i, i_'_�i �■ -�■-■��-•-IIII■111 r11 � �— �—�� � � �— �� ice■ �r.�r.�� - -- �1 �—�'111■I■Illmlllml■ImInI1m11111■III GENERAL REGUIREMEII I/A OWT5 d SEPTIC TANK INSTALLATION STANDARDS: ` \ SUBJECT PROPERTY > ` "''°°^ SEPTIC PLAN NOTES S I. After Installation of the I/A OWTS and prior to completion,the I. Install I/A OWTS tanks 4 septic, tanks occording to manufacturer's i a 4 Installer/contractor shall contact the architect for an Installation recommendations while conforming with these standard. All =:d„.°;»..��„ : . ;..``�-< t.= � .� PROPOSED GLEAN-OUT (G.O.): .. . Id th o f urcr shall be �applicablerecommendationsrov ed a ma u act .�'°Ins action as per SGHD standards. a / ppp by '.. a• O INSTALL WITHIN 10 OF BLD6. FOUNDATION F implemented. �e) F PAI ' •��_�:�.: _ .a.i: ��.� �=' :.,�.>�:. . � PROPOSED I/A OWTS: ♦ G 2. The Installer must hold a current Liquid Waste License pursuant to .'� �' cl p 2 O .. S "'t=�:.:=','' - ,"�. :.ten. `:,-.'L;;1�"°`:: `"'"'i O PROP. FUJIGLEAN LENS I/A OWTS w/: Suffolk Count Code Chapter 563 Article VII (Septic, Industry2. The I/A OWTS tank 8 septic, tank shall be Installed at level in all � ;�..,� .;fit _; ;;,� a!�`. �..,�;. � p � , r ,..t.s ,<. VENT TO ROOF AS REQ.b directions with a maximum tolerance In an direction of +/one > %'' =c - °; >.. _ J _ ff - -- / BuslnessesJ through the Suffolk County Department of Labor, ( y '< �ma .p g, • .w :�a, ,a : �, . „ r....,. O N� _ ;::.G:: .<.• :;';:°,. .::.`aP»`, : ::.` ts, f�� s;.,:•. -'i5' MIN. SEPARATION FROM NEIGHBORING WELL I _ Licensingand Consumer Affairs, pursuant to Suffolk Count Gode warier inch) on a minimum 3 Inch thick bed of properly leveled and ?'_r,,~ . .9. " :aN;' \ S p y q p p y ...Y. *. - & - Consumer Affairs , ? � :f - P. MAINTAINED (AS SF+OWN ON SITE PLAN) - / , W 563 79. The Department of Labor, Licensing, and Gon v A com acted sand (free from rocks) or pea gravel. ;,..;; .;` �,a-, �• ,- �, ° `; O �/ maintains a list of licensed I/A OWTS Maintenance Providers. t .~ ? `. �* �. O ♦ Y W / .�, ,.• ;:�; r. a „ ;..�. ri € _ PROP. FUJIGLEAN ALARM/CONTROL PANEL (INSTALLED _I J C6 3. I/A OWTS Tanks shall be provided with a sin le outlet. A p 9 `:*•:.:. • • ,s "' A`:" '«; O ABOVE DFE) E BURIED ELECTRICAL (LINE FROM I/A OWTS (� 3. All I/A OWT5 must be re Ietered with the Deportment in distribution box/manhole or distribution Ieachin structure may be ;= °_ 7s' 'k" -* w€„ C�tl i> ° r LINE OF :.., . .. ,... - N>`..��_.�;�� . ,- "s n:, .., _ ,,� r . � PROP. FUJIMAG AIR B OWER ED RA Q accordance with Article IQ of the Suffolk Count Sanitar rode, required for all systems with multiple, leachingstructures unless an 1; z. .a,.,.. • �. a _,...•,. .,ai,6 +,; ,, ;, L (INSTALL ON B GKETS // _ �a ", +. r o "' SEAWARDt f) O granting I scat on of completed X€prior to the Deportment ant n cart f I hDepartment. , �4 alternative design Is approved the �. _ � ABOVE DFE Q cD 1'VG AIR LINE TO I/A OWTS PER MANU. _ - � •O construction on "as built" plans. € X;, ,., ®- :. �. {' ;k, SPEG.S) LIMIT OF _ ♦ LINE OF M �� `•°" . � s "fit <� ;.., �•b � ' . + ,;�� I �--- EAN HIGH � the se tl must be vl ed with an IS :> ter' i, �.: .0 �. :".'.: . •:�,'� w. VEGETATION Y _ O 4. All outlets from h p c tank pro d "',' ,`''. x4 , : �. , . A . #: ,. • .�,.- .. ,n..,. i WATER; EL.=3.5 _ z. , f ,•.�.• ,.w t, ;;;w - - PROP. 20 cP POLYLOK DISTRIBUTION BOX (5AMPLING POINT); 4. An executed Operation and Maintenance Contract between the, drop T or a ulvalent approved baffle extending Into the 1/5 of ;,I-� - �,.,r,=•. k •-;, , "'"w" S - Op p q pp 9 O MAINTAIN 5 MIN. SEPARATION FROM I/A OWTS +f 2 MIN. - Maintenance Provider and Property owner must be submitted to the Io f r � '* :.`• 'n :: ,. - Q0 p y the septic tank liquid depth. Gas deflect n baffles are n. �• „ �: •; Ay:; SEPARATION FROM LEAGHIN6 POOLS. / U \ ♦ �'' Department prior to approval of the I/A OWTS registration the recommended for installation below each effluent drop "T". :: y'. `;r `-�' • '"`®,iri4 �. "^er _ - - i \ � o zo - `�'� a #. '»,.a ^ �� bQ A: y f 5 X ti � # ' Department n accordance with Article 19 of the Suffolk Count p aw PROPOSED LEAGHING/EXPAN510N POOLS (L.P./E.PJ: ♦ _ -=.; ` :`_°T PROP. (3J 8'�x4 EFFECTIVE DEPTH L.P. d ADEQUATE SPACE "1 W •CD -Y Sanitary rode. 5. The top of the I/A OATS tank or septic tank shall not be located ":' OLo greater than 2.5 feet or less than one foot below final grade. r ;�,• 3; �+��., ; }. ?>> �:�a-; FOR(2) 8'�x4 EFFECTIVE DEPTH E.P. (FUTURE EXPANSION). \ 4 U .,•.�,.. . ; to O t a X N 5. All Installed 1/A OWT5 are, required to have on Initlal 5-year s = `,F;,g#� `: •- =� £;;•' _ Li : q y ": 'r•,'- L.P. E.P. SHALL MAINTAIN: warrant and o eration/maintenance service contract. After the 6. At a minimum,all sampling manholes shall have 20-Inch covered B" • _ »',;.s.'ffi< ; ' `' �'°' >°° �' <"' ��_ \ ♦ ;J Q O Q _ y p p g •: ._ •;�> , � �;_ x, r4. - - .:,;. _. :- - 5 FROM PROPERTY LINES ` L1 initial 3-year operation and maintenance service contract has access openings to grade located over the inlet and outlet. I - 5' FROM OTHER LEAGHIN6 5TRUCT•URES 6 I/A OWTS \� ♦ I m �' �- expired, property owners are expected to maintain on operation Covers shall be either 20-Inch diameter watertight and LOG TI ON MAP - 65' FROM BLUFFS I �_ ' 1 4-J N -J LO and maintenance contract in accordance with Article Ici of the Insect-proof locking cast Iron covers or thermoplastic covers at - 150' SEPARATION FROM WELLS (AS SHOWN ON SITE PLAN) _ l C ` ,,. O O Suffolk County Sanitary Gode. final grade. All covers shall be designed In accordance with section SCALE: NTS �S7' \ ` JUL 202E' Q d 5-III of this standard. O PROPOSED BACKFILL 4 GRADINIG: I O� 1 6. When the Ire OATS requires a vent,the unit shall be vented to the A MAXIMUM FIVE PERCENT SLOPE SHALL BE MAINTAINED �U \ roof of the residence being served. Vent pipes shall extend a -I. When sampling manholes are approved to be installed in a FOR A MINIMUM OF TWENTY FEET HORIZONTALLY FROM THE I r p y parking g NEAREST EDGE OF THE SANITARY 51f5TEM BEFORE 1 outhold Tov:r, minimum of 6 Inches above the roof line and the to of the vent drivewa or arkin area, the manhole shall be designed to be p r'^^rd OfTrustpc- shall have a minimum horizontal separation of 12 Inches to the traffic bearing to meet the requirements of AA5HTO H-20 or PROJECT / ZONINO DATA TAPERING OFF TO PREVENT 5EEPA6r= OF THE LEAGHATE � � 191 - CD sloped portion of the roof. In cases where It Is not practical to HS-20 loading. THROUGH THE TOE OR EDGE OF THE ;SLOPE. I ) vent the system to the residence roof,a vent pipe may be piped to TAX MAP # 1000-17-2-1.4 1 ` __ �i IW the exterior of the residence and terminate a minimum of 16 Inches 6. The outlet invert elevation shall be a minimum of 0.1 foot below above grade and at least I foot from property lines. These vent the Inlet Invert elevation. VARIANCE NOTE: pipes shall be located a minimum of 3 feet from any window or ZONING DISTRICT R-40 NG DUE TO 51TE CONDITIONS INCLUDING EXISIrIN6 SLOPING doorway and must terminate with a carbon filter device. All vent cf. Sampling manholes shall have on Inside diameter of 2 feet or an 6RADE5, THE LOCATION OF NEARBY WETLANDS, d EXI5TIN6 _ pipes must have a minimum diameter of 2 Inches. Inside area of 2 foot by 2 foot. PRIVATE WELL5, THIS APPLICATION INCLUDES A REQUEST _ _ C�S LINE OF SEAWARD --�� LOT COYERAC-,E 5EEKIN6 VARIANCE(S) FROM THE FOLLOWIIN6 GON5TRAINT(5) T O� 1 LIMIT OF VEGETATION 7. Installation and use of the I/A OWT5 must conform to the 10. There shall be a maximum retention depth below the outlet invert TYPICALLY REQUIRED BY SGDHS: I UN� \ U • Department's approved I/A OWT5 guidance document prepared In elevation of six Inches. SOUTHOLP TOWN CODE 280-�I24 \ accordance with the standards for "Approval and Management of 1) REDUCTION OF REQ.V DISTANCE BETWEEN I/A OWTS b 1 - n Innovative and Alternative Onsite Wastewater Treatment Systems." 11. All sewer pipe penetrations In the sampling manhole shall be $b LOT SURFACE WATERS TO 54.7' (75' TYPIG:AL) COASTAL ERO 1 Q) watertight. DESCRIPTION (FOOTPRINT) AREA 2) REDUCTION OF REWD DISTANCE BETWEEN LEAGHIN6 A- - - 51 N HAZARD LINE .,.�_J MINIMUM DESIGN REQUIREMENTS: COVERAGE STRUCTURES b SURFACE WATERS TO 60.5' (100' TYPICAL) m - -- 1� ELECTRICAL REQUIREMENTS: 1 � -- ° UJ I. I/A OWTS 8 septic tanks shall be constructed of precast TOTAL LOT AREA concrete, fiberglass, polyethylene, polypropylene, thermoplastics,or CONTROL PANELS: other materials In accordance with Department standards and 1. The control panel box must be placed outside on a suitable '\ IONYCRR, Appendix 75-A. The use of steel tanks is prohibited. pedestal near the structure that It serves. Alternatively, the panel AREA SEAWARD OF CEHL 11,447.0 S.F. box may be mounted on an outside wall of the structure (preferable U 2. When an I/A OWTS requires a septic tank for pretreatment the a utility room, and not a living space). Other locations for mounting FRESHWATER WETLANDS 7,426.0 S.F. I�-_ septic tank shall be designed In accordance with sections 5-101 the panel box will be considered by the Department on o ( I L_ and r-I%� of this standard. case-by-case basis and with I/A OATS manufacturer approval. (I) 111,56 TOTAL BUILDABLE AREA Id,667.5 S.F. \ - . -- 7,. Ur.fee,, otherwise specified,the leaching structure/system that 2. The name of the I/A OWTS OBM Provider must be clearly EXIST. --- follr!is c,n I/A OWT5 shall be designed In accordance with section Identified on the outside of the panel and Include a hone number PROPOSED DWELLING INCLUSIVE DECK LO - p p 1448.0 S.F. 7.39b OD ` c,d 5-I10 of this standard. to contact In case of alarm. OF DECKS � PLOO 4. Ft a ,,ilnlmvm,all I/A OWTS treatment tanks 8 septic tanks shall 3. Exterior panel placement enables the system to be serviced at TOTAL AREA OF ALL STRUCTURES 1445.0 S.F. 7,3Y I -` 20/�E - havo 2C-inch covered access openings to grade located over the any time,eliminating the need to access the Inside of the building. I / i filet anr! outlet. Covers shall be either 20-Inch diameter watertight 4. The panel box must be within view of the system location to help I I E. EGK I end ine-,ct-proof locking cast Iron covers or thermoplastic covers facilitate operation and maintenance. y p MAXIMUM LOT COVERAGE ALLOWED: 2036 6 _ - p EXIST. DECK ,--- _ ♦ \ 7 _1 c t f' al -rode. All covers and chimneys/risers shall be designed In -LOT COVERAGE HA5 BEEN CALCULATE=D COMPARED TO THE TOTAL BUILDABLE LOT AREA. \I' + s 'E P 1 3 ` \ \ ce ^d..ice with section 5-III of this standard. 5. The control panel shall be placed at a comfortable height for _ _ - _ _ _ _ - _ __ access In accordance with Federal Emergency Management Agency r - 1 % _ 1r 5. h°.en a I/A OWTS or septic tank Is approved to be Installed in a (FEMA) flood zone requirements. , PROP. 2-STORY HD. FR. drivc-wo� or parking area, the unit shall be designed and/or LPO �` I 1- - I 4 _ pyyELLING ON PILES -i Installed to withstand H5-20 or H-20 loading as designated by 6. The panel shall meet National Electrical Manufacturers I 1 5 1 __- (I BEDROOM) x AA44T0. Assoclation (NEMA) 4X s ecificatlons. JULY 20,200-7 - - - - - - 1 11 _�' _---� 1 ��O p SITE LAYOUT NOTES: -+ - PROP. F.F. EL.=14.0 6. 6orbooe grinders shall not be permitted when an I/A OWT5 is I. THI5 IS AN ARCHITECT'S SITE PLAN $ I5 L.PO O� g p 7. All below grade wiring must be run In electrical conduit. The TEST HOLE DATA I 6 d utlllzed as means of sewage disposal. conduit must have appropriate, seals to prevent ases and moisture SUBJECT TO VERIFICATION BY A LICENSED EXIST. 1-1/2 STORY ���- p QP• FRAME 1 1 p 9 MGDONALD GEOSCIENGE % z -1_ O I� from reachln the control panel or unction boxes. SURVEYOR. THE INFORMATION DWELLING 1 2 �C oP -i. Water softeners shall not dischar a into an I/A OWT5 and the g p , P.O. BOX 1000 �BURim _ g REPRESENTED ON THIS 51TE PLAN 15 TO THE J. '9 Deportment recommends water softener backwash be connected to 6. Each system shall be equipped with a functioning warning system ARCHITECT'S BEST OF KNOWLEDGE. SOUTHOLD, NY I Icl71 L P0 7 �� FUEL LINE I = 1\`1 ) �`� •.��� an onsite drywall acceptable to Town or Village building which will activate audible and visual alarms that can be readily (651) 765-36-M I I 5' I_` --1 -� _ I �•� J Departments. seen and heard the occu ants of the building served. The 1 I MIN. 20.0' ! 5' 1 5' % J ;V � p 9 2. SURVEY INFORMATION WAS OBTAINED Dyy 1 DW 1 I c Deportment recommends a telemetry device be Installed to EL.=6•'1' IPROP,rOO MIN. -� /MIN.I MIN / \ �i 5. I/A OWT5 tanks Q septic. tanks shall be watertight and p y FROM A SURVEY DATED DECEMBER 15, 3 OAL•BURIED . I - 1 p 9 provide Immediate remote alarm notification to the 04M provider PROPANE 1 O constructed of sound and durable materials that are not subject to covered the 08M a reement. 2023, MOST RECENTLY REVISED JUNE Iq, 7 p r! _ 1 _ l I \ 2 t excessive corrosion or decay. g 2025, AND PREPARED BY: 1 O, s TANK , - I 1 \oO O� el. Systems which are not designed to flow by gravity are -� i ? , cl. All tanks must be watertight. Two methods of ensuring tanks are recommended to be equipped with a control panel with means of KENNETH M. WOYGHUKLAND SURVEYING MIXED SAND ti s _1 I 1 N, watertight shall be either vacuum testing or water pressure testing connectinga portable generator to operate, the system during a P.O. BOX 155 AND LOAM i EXIST. SE°PTIG I t 0 Qzl 1 \Y p 9 p y 9 i methods as follows: power outage.e. _ SYSTEM - ' C� m A'JI - p 9 AQUEBOGUE, NY IIc131 I 1 � _ -- PHONE: (651) 2ci8-1588 1 10. Vacuum testing: Seal the empty tank and apply a vacuum to four PUMPS, BLOWERS. LEVEL SENSORS. AND CONTROLS: r� - "UI \ (4) Inahes(IOOmm) of mercury. The tank Is approved If CIO% of I. The electrical junction box serving the pump motor and floats _ / 01 - 1 PROP. vacuum is held for two minutes. must be. watertight and located outside the I/A OWTS tank chamber. NOTE: 5.0' BROWN CLAYEY \\I 1 / / f �; j b DRYWELL5 5G SAND WITH HEAVY I 11J 1 II. Water testing: Seal tank;fill tank with water to outlet Invert I. FLOOD MAP DATA: -_�- / / _ _ 2. Any blowers located outside of the I/A OWTS unit must be placed GRAVEL �- elevation, let stand for 24 hours. Refill the tank to the outlet Invert on a ad (concrete, plastic. or fiberglass) and have a soundproof MAP #: 5610500065H 67' p p g p 5GTM #1000-17-2-1.2 j 7n I after the 24-hour period is complete. Let the tank stand for an enclosure cover. MAP DATE: Oc1/25/200c1 i WATER IN BROWN r- - EXIST. DW-LLING w/ additional 10-hour period. The tank Is approved If water level Is FLOOD ZONES: X AE (EL.=10), VE (EL.=14) i CLAYEY SAND WITH I 1 c held for the 10-hour period. Water pressure testing is 3. All pumps and float trees must be accessible and serviceable SC PRIVATE WELL I ,/ ��-- 1,11 \ i 1 i HEAVY GRAVEL / recommended to be done onsite after Installation. from access o enin s. i (LOCATED ' R.O.W.) openings. 2. SITE PROTEGTION/SILT FENCING TO BE q O: I SEPTIC SYSTEM INSTALLED AS REQUIRED BY THE TOWN OF i L 'r \\\ 1 12. Septic tank manufacturers shall provide a label of non-corrosive 4• The floats shall be attached to a Schedule 40 PVG float tree \ moterlal Ina prominent location at each access opening to warn SOUTHOLD. i WATER IN GREYISH Z ___ - \ V\ 2 1 A 1 p p g that can be easily removed for service or adjustment. The floats i OOD IO) \ \ that "entrance Into tank may be fatal"• shall not be attached to the force main. 5G i BROWN AND BROWN PL (E1,' \ 3. SURFACE WATERS OR WETLANDS ARE �' SANDY CLAY AND - ZONE �' I - / ; O 1 Z I/A OWT5 TANK CONSTRUCTION MATERIAL REQUIREMENTS: 5. The De artment shall observe the um s stem o erate throw h LOCATED WITHIN 500 OF THE PROPERTY. CL CLAYEY SAND WITH OOD "R 1 p pump y p 9 L - FRESHWATER WETLANDS i 1 a normal operating c c1e. i GRAVEL IN LAYERS \ \ s 1 2 p 9 y , �� � BOUNDARY AS DELINEATED BY Y 1. Non-concrete prefabricated septic tanks shall conform to the 4. ELEVATIONS REFERENCE NAVD Iciss i / I ` \ \ International Association of Plumbin and Mechanical Officials EN CON5ULTANTS (APRIL d, 2024) \ O Ij I 0 g 6,Inspection for leakage of the force main fittings will be, made \ \ 1 (IAPMAO) `American National Standard for Prefabricated Septic during the pump test procedure. 5. ANY VISIBLE WELLS LOCATED WITHIN 150' W 1 \ I� 1 SGTM #1000-17-2-6.3 w Tanks" AN51 ZIOOO-2007 and any applicable revisions/updates. -► \ \ OF SUBJECT PROPERTY LINES ARE �� I �� \ 1 \ EXIST. DWELLING w/ _ 2. Non-concrete tanks shall be factory assembled or assembled In DEPICTED ON 51TE PLAN. 55.0' \ 1 ' PRIVATE WELL 4 'the field/distribution faollit b a certified representative of the i 1 i AREA OF PHRAGMITE5 $ 1 y y p i �\ SEPTIC SYSTEM (BOTH i�i DRAINAGE AREA MANAGED BY \ \ 1 LOCATED OVER 150' tank manufacturer. i EXIST. I THE ORIENT MOSQUITO DISTRICT DRAIN PIPE \ 1 PROP. FROM SUBJECT a 5. Each tank shall be Identified the manufacturer with the manufacturer name or logo, capacity and number of openings, and �� WATER IN / 1 i ; \ WELL N PROPERTY LINES) date: manufactured,permanently marked at the Inlet end of the tank.. SSW BROWN FINE TO 1' COARSE SAND I LINE OF 150' \ \ N PROJECT: 4. All walls, floors,roofs, and access covers shall resist an applied �� �� r WELL SETBACK \ \ force of 500 pounds per square foot (psf). i _ -I- - -- - -- - \ I 0�' _ - \ EXIST. PARTIALLY 5. Precast concrete covers and risers are not permitted on i I EXPOSED DRAIN PIPE '�� �/�/ VALENTINE non-concrete tanks,unless otherwise approved by the manufacturer. 0 i' _ COMMENTS: GROUNDWATER �- S SEPTIC 6. Whenever practical,non-concrete I/A OWTS 4 septic tanks shall ENCOUNTERED 61' BELOW �� � \ I not be located within groundwater. For Installations that are laced within groundwater,prticular care must be taken during Installation, GRADE bedding, and backfilling to prevent damage to tank walls, and all - - = - \ \ / (� O �C O i - --- tanks should be sold by the manufacturer completely assembled. If, - I because of size, the tank 1s delivered to the site In sections, all - , - -- � 1675 BIRDSEYE RD joints shall be sealed with watertight gaskets. All tanks shall be _ - - 1 .�- � TEST HOLE � � � (=� _ _�--+ tested for water tightness after Installation using a method - EL•=6.7' - - - ORIENT, NY 11957 specified by the manufacturer and approved by the Department. "I. In cases when tanks are Installed In groundwater, the design �J 0 professional shall submit buoyancy calculations to prove the, weight \ (3 - 1 DRAWING TITLE: of the tank (with or without anchoring or the addition of ballast) will Ell I -be, at least 1.5 times more than the weight of the water displaced. The buoyancy calculations shall be done using highest \, i NOTES expected/recorded groundwater elevation with the tank empty. Soil _ SITE INFORMATION cover on top of the tonk(s) shall not be considered when - - O I I determining the amount of anchoring or ballast weight required. - SITE PLAN SUFFOLK COUNTY HEALTH DEPARTMENT ,APPROVAL H.S. REFERENCE NO.: --- - - 5GTM #l000-17-2-1.5 --- I i VACANT LOT ' EXIST. DWELLING w/ _ __ i PRIVATE WELL PAGE: (LOCATED OVER 150' ' FROM SUBJECT I � PROPERTY LINES) � I 5GTM #1000-17-2-1.11 I SEPTIC SYSTEM SP-101000 VACANT LOT Cif I F'�i$ , I DATE: 06/29/26 10F 2 DRAINAGE SYSTEM INSTALLATION NOTES: � O' • A MINIMUM 10' SEPARATION 15 REQUIRED BETWEEN DRYWELLS 4 WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC I COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, OTHER DRYWELL5, AND THE EDGE OF ALL FOUNDATION WALLS • A MINIMUM 5' SEPARATION IS REQUIRED BETWEEN DRYWELL5 i ` I PROPERTY LINES • A MINIMUM 20' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 AND / I i EXIST. SEPTIC _ SD A BURIED PROPANE FUEL TANKS. I I SYSTEM • A MINIMUM 2' VERTICAL SEPARATION 15 REQUIRED BETWEEN THE BOTTOM OF DRYWELL5 4 THE HIGHEST EXPECTED GROUNDWATER I r ELEVATION. .sr, fl • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL / EXIST. WELL _� £r,- • SEE AL50 CONSTRUCTION DOCUMENTS DETAIL. I (SERVING SGTM I +sr_ • ' I #1000-17-2-1.2) I °", tt:r�.±�..;--,.>1 �• DRAINAGE SYSTEM CALCULATIONS: 1 I 0510 25 50 -15 100 y� 0' 7465 TOTAL IMPERVIOUS ROOF COVERAGE = 7cf4 S.F. I I O N 7ci4 S.F. x 2" RAINFALL EVENT = 152.5 G.F. D. STORAGE REQ. FLAN i (1) 6 0 DRYWELL PROVIDES 22.55 G.F. PER FT. OF DEPTH S 1 TE PLA I�1 I i, i O RAPH I C SCALE (2) 60 x 3' DEEP D.W. PROPOSED = 133.cI& G.F. 5TORAGE PROVIDED SCALE: 1" = 20'-0" i ELECTRICAL SER\/ICE a TO FUJ I GLEAN I a ALARM/CONTROL PANEL 100 ' Lu w 11 1 1 "' fi C LO 102 L6 0 r-- 103 TP# x r� JUL — 1 2026 }: coo 10 4 7-.. _ o � Nz0 I Town >Z ca MAIN ELEGTR I GAL 105 SINGLE LINE DIAGRAM NOTE: - •- -•�------------._..._. O MANUFACTURER'S SINGLE LINE DIAGRAM FOR FUJIGLEAN "CONTROLLER A" - O O O ^I I 1 6 WIRING 15 PRESENTED. USE OF UPGRADED CONTROLLER OPTIONS BY � O m � � I `l Y `l I `t FUJIGLEAN ARE ALLOWED, PROVIDED THAT THE MANUFACTURER'S � N LO 107 I CORRESPONDING WIRING DIAGRAMS ARE FOLLOWED IN SUCH INSTALLATION. Q O a u O C #tom TUT, < E#LDU MAIN BREAKER T 109 No 109 CIRCUIT WS.111M T � � (3) all I 152 Mile ( 70 � 153 I rem N TO � T TES 20 tryAE � -�—� 11 x 154 I 3 s T # I 114 Ilr # 155 1 1 1 1 1 1 1 L 1 —1—J TP1 FS115 Sri 156 1 1 1 1 1 1 1 % 1 I 115 0-- 3 157 1 N L w I BRANCH CIRCUIT PROTECTION, OVERLOAD PR�}TECTION, I 116 MAT � , 1 I IIN DISCONNECT AND OVERCURRENI" PROTECTION U 117 15B ITT 1 L — �► -�" ` OP INCOMING FEEDER CIRCUIT PROBED BY OTHERS I L— 1 AND DUST BE SIZED ACCORDING TO PUMP/MOTOR 1 11B 159 — �. ..M.. .... _. .-. ..... — PL r.EKT 1MANUFACTURING SPECIFICATIONS Q I I 119 1600120 1 1 1 r x # 161 L -- -- _ r.. _ _ _ _120 1 I 162 1 1 121 ctaT 1 �` p I DED I OATED, 20 ?IMF 122 163 1 SINGLE-PHASE I 164 1 KUTM A G 1 ROU I T BREAKER 123 A 8 � 124 TGROr 165 125 166 I Eli ES"SOR AID PS, BY O 45 N rv` 167 A'Il1 ,,1ST L PROTECTED 126 � I 127 c # 1 128 ... ... rves ..._ ._ Y i 16B .. .... ..._ 169 1 I SCUM BAFFLE B �� ....» �• ....« I 4,. 170 z-�a^ 2'-7z^ 2'-03, CHAMBER Volume(gal) 129 Ct3tG11ET P" MAT TEKPERAITIJ E RATING ' FIELD INSTALLED C T S MST DE AT LEAST 140 DEG. F. 1 ,,,-RECIRCULATION O Sedimentation Chamber 277 171 (60 '�per•!^ C >- TERM I STRIPS AND GR D LUG ice. COPPER C TWS 4-y AIR LIFT PUMP 2 Anaerobic Filtration Chamber 278130 '#3t� �J C.il�4 i 1'i STRIPS �'N'I11J 4J�'�. L�J U� f.LY'i R !. O ISINFECTION Q Aerobic Contact Filtration Chamber 127 py CYLINDER(OPTIONAL) ® Clarification Chamber 63 172 I CONNECT GROUND LUG IN PANEL L TO ASECURE EARTH GROWI 4"INLET PIP 4"OUTLET PIPE Q Disinfection Chamber 4 131 P ""1 I Total Volume 749 „ SPECIFICATIONS Ak 4 'A 173 DASHED LINES REPRESENT FIELD MIRING 4 122 ,�. FIELD V 1 R1 NG SECTION , Q Anaerobic Media PP/PE 174 EFFLUENT Board Type Aerobic Media PVC/PP/PE 133 INLET BAFF © AIR LIFT PUMPAerobic �J,ty�I �I LINE O Bower Media 28cfm FUJ I CLEF `I `f, S I I `SOLE L I I `E D I AORAM Tank FRP N LOW BAFFLE 3/4"AIR INTAKE Piping PVC/PP/PE RECIRCULATION PIP (CLEANING OPENING) B Access Covers Plastic/Cast Iron z SCALE: NTS w FLOW OPENING(TYP Disinfectant(Optional) Chlorine Tablets PLAN VIEW SHOULD SITE CONDITIONS PREVENT LEACHING POOL TOP O 24"ACCESS COVER SLABS OR COVERS FROM BEING LOCATED WITHIN THE v 20"ACCESS COVER 20"ACCESS COVER 24"ACCESS COVER ,—DISINFECTION (TYP) (TYP) (TYP) CYLINDER(OPTIONAL) SPECIFIED DISTANCES FROM GRADE "DUMMY' RINGS SHALL `j LOW OPENING BE UTILIZED TO BRING LEACHING POOLS INTO CONFORMANCE. 7 52ao� -2" CARD TYPE /•`r r CONTACT MEDIA 1 2" 936u +� NEW I CUTAWAY VIEW © BEDROOM SYSTEM j �t{ DWELLING CONTROL/ALARM 15M 396. 4 EMA 4X RATED POLYLOK 20u(P D-BOX w/ 5'5" O 55 AIR FF EL.=14.0' MAG SORII I, _ _ ._ /. 525an r , ...... .- ® - 24 � LOCKING SECURITY GRATE (BAFFLE �,�-��� �_•�'-� .�_ ,toes I ..:; _ .,.�.. PROJECT. a" 4'-3 2 4'-z-" BLOWER AGGE55 GOVER5 AGGE55 GONERS - �M56 II REQ D IF INLET PITCH , I 90Tip.IVIEW POLYLOK 2IY'0.80% i, 10P NEW i ;_ 131A B e 18 LOCKING EXCEEDS PER FOOT) I-O' MIN. - - MARTNOBonzo G.O. w/RISER w/RISER I O MIN. 2'-6" MAX. MATERIAL•POLYPROPYLENE �y 4AM NO v © INV. 2'-6" MAX.. COLOR-BUCK c6 we6 vun p-500 L vnm xo xol Q 3 EL.=10.q' AVG. GRADE EL. = 12.0 5% MAXIMUM SLOPE cAPAcnv•1scALLoSs ,��FM90G5 1 O G.O. : . MIN. r >. "6Ea A ar. Yp46,2 i AEROBIC MEDIA MAX. ,•.> _ _ SEPTIC erne ms6e Aarlq v,e F I' a MIIN. 4"0 SDR 55 PVG ti ``;` 1 I �I 2]0.5 510 UTILITY 2 MAX. r ? •+'� ------------- --- --- - -- MIN. 4 SDR 55 PVC _ / AERATION ASSEMBLY CHASE OF EO. MIN PITCH .I MIN. 4"� SDR 55 n I .,�y� anecu,our OR EO. MIN PITCH :I'. :•i., p� W .'d C,`a"\ �.°': v et0� CLTOCL I i " 1 aLo _ _ _ _ _ J' I, TVP do PLCe, ,,.� PNi na ano, '4..:.'•'' 1' hy,y..yy, ttv wttw PVC OR EQ. _ _ _ - _ _ - -SECTION A-A VIEW SECTION B-B VIEW INV. MIN PITCH ":II _ : INV. EL.=41.5' INV. EL.=9.7' FLOW LINE '. r EL. - INV. EL.=11.5' INV. EL.=a.5' } ' �. 1675 BIRDSEYE RD 1381 e.0012932an1 " II I' :353- •M m PROVIDE 12 THK. MIN _ I ,F 21I MIN. DROP F- ,, rx 3 ,:.,� � : ORIENT, :t ;t BED OF SAND OR PEA LEACHING ;:Q U .' "'.. �;' !, .�� o'- Ir 'a. . T, NY 11957 GRAVEL BENEATH (PROVIDE END GAP - w I , �: a t Z>< DISTRIBUTION BOX TYPE LEVELING POOL(5) `ttLp,,:' _ .. - ' FRONTISIDEVIEW IL DEVICES AT OUTLETS) w DRAWING TITLE: FUJ I OLEAN CEN5 I/A OMITS DETAIL PUJIGLEAN LENS 8; F0L`1'LOK 2011 1:;) I ST. BOX DETAIL WIRING DIAGRAM REPLACE EXIST. SOIL 245 NITROGEN REDUCTION SYSTEM w/ 5' GLEAN SAND T COLLAR SURROUNDING 50A E L : N 5 L.P. WHEN EXIST. SAND SYSTEM DETAILS ,^,, .„+ •f, .. �.:` ,'`. SGALF-: NTS INNOVATIVE 8 ALTERNATIVE ON51TE WASTEWATER TREATMENT SYSTEM (I/A OWTS) 4 GRAVEL (SP/SW) .; I. I/A OWTS SHALL HAVE A MINIMUM TREATMENT CAPACITY OF 440 5PD (4 BEDROOMS). LAYER NOT PRESENT SUFFOLK COUNTY HEALTH DEI�ARTMENT AFFRO\/AL HII&HEST EXPECTED PROPOSED FUJIGLEAN CEN5 PROVIDES 500 6PD TREATMENT CAPACITY (4 BEDROOM MAX. GAPAGITY). C71ROUND WATER EL.=1.0' H.S. RI=F E RE N C E NO.: __ 2. INSTALL ALL COMPONENTS AS PER MANU. SPECS. ` 6 WA TER ATER ENCOUNTERED EL.=O.O PAGE: 3. A 10' MIN. DISTANCE BETWEEN THE I/A OWTS AND BUILDING WITH CELLAR/BASEMENT SHALL BE MAINTAINED, OR 5' MIN. DISTANCE IF BUILDING 15 UPON A SLAB. SP;s 4. A 5' MIN. DISTANCE BETWEEN THE I/A OWT5 AND DIST. BOX (WHEN PRESENT) SHALL BE MAINTAINED. -102 ■ LEACHING POOLS (5) ---.._.-..__......._--------------......�- --------- SiDPPER OR SLATE OR OTHER STOPPLP OR END PLUG, ____._._ SUITABLE COVER-- �\ E(`ID PLUG I. LEACHING SYSTEM FOR A 0-4 BEDROOM RESIDENCE SHALL PROVIDE 400 FT2 SIDE-WALL AREA N �• W DATE: 06/29/26 2 OF 2 (5) &0 x 4' (EFFECTIVE DEPTH) LEACHING POOLS PROVIDE 500 FT2 SIDE-WALL AREA Li L (2) 5'0 x 4' (EFFECTIVE DEPTH) LEACHING POOL PROPOSED FOR 50% EXPANSION / — SEWER PIPE— 2. LEACHING POOLS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL). 4 - > 5. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). ` 45 ELBOWS 30• ELKIN 4. A 5' MIN. DISTANCE BETWEEN THE HI5HE5T RECORDED GROUNDWATER LEVEL AND BOTTOM OF LEAGHIN6 r ~ POOLS SHALL BE MAINTAINED. - fi} QED A 5. A 10' MIN. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 45' ELeOw ~ so' wYE �rJ1� PA 6. AN 8 MIN. DISTANCE BETWEEN ALL LEAGHIN6 POOLS AND I/A OWTS SHALL BE MAINTAINED. ALTERNATE 'A" ALTERNATE "B" CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC , IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BLDG. EXTENSION/CONNECTION * f @`f, O _=41 7 037405 �04 FROFOSED SEPTIC S)'STEM DETAIL DF NEB SCALE: NT5 GLEAN-OUT DETAIL SCALE: NTS 11