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Home My WebLink About1000-26.-3-10 t OFFICE LOCATION: F SOUjyo MAILING ADDRESS: Town Hall Annex • P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 G S Q Telephone: 631 765-1938 Cou NT'I LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: November 13, 2020 Re: LWRP Coastal Consistency Review of ABBY TANNENBAUM SCTM# 1000-26-3-10 En-Consultants on behalf of ABBY TANNENBAUM requests a Wetland Permit to remove existing one-story dwelling, detached garage, concrete foundation, and all related structures; construct a new ±2,516sq.ft., one-story, single-family dwelling on piling foundation with attached 5' diameter spiral staircase to grade; ±623sq.ft. elevated deck; and 428sq.ft. lower deck with 7.7'x±13' steps; remove existing cesspool, install new I//A sanitary system, and construct 5'x6' steps to access elevated OWTS to be raised with ±3' high (max.) concrete retaining wall and approximately 84 cubic yards of clean sandy fill to be trucked in from an approved upland source; remove existing well and install new drinking water well; install stormwater drainage system; install pervious crushed shell driveway with edging; and maintain all non-structural surface area of property as an approximately 12,488sq.ft. non-turf buffer. Located: 435 Narrow River Road, Orient. SCTM# 1000-26-3-10 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 CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Town of Southold R C I VI E � LWRP CONSISTENCY ASSESSMENT FORMI NOV 12 2020 � A. INSTRUCTIONS 01 -_o ___J ' 1 , All applicants for permits* including Town of Southold agencies, sh ll corm �, �V.'JAF r proposed actions that are subject to the Town of Southold Waterfront Co is assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). 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# 26 - 3 10 PROJECT NAME Abby Tannenbaum The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Demolish and remove existing one-story dwelling,detached garage,concrete foundation,and all related/structures;construct a new +/-2,516 sf, 1-story,single-family dwelling on piling foundation with attached 5'-diameter spiral stairc se to grade,+623 sf elevated deck,and 428 sf lower deck with 7.7 x+/-13'steps;remove existin s , ' w I/ sanit systeman.Lconstruct 5'x 6'steps to access elevated OWTS to be raised with+/- 'high concret retaiing-w`dlI na d m el 84 c of clean ndy fill to be trucked in from an approved upland urce;remove existmg we and ms w drinkin water well; ' stormwater drainage system;install pervious crushed ell driveway with edging;and maintain all non-structural surface area of property as an approximately 12,488 sf n - rf buffer,all as depicted on the site plan prepared by TF Engineering,PLLC, last dated August 7,2020. Location of action: 435 Narrow River Road,Orient Site acreage: 18,263 sf Present land use: Residential,with single family dwelling adn detcahed garage 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: Abby Tannenbaum (b) Mailing address: 15 Sheridan Square,Apt. 1G New York,NY 10014 (c) Telephone number: Area Code 516-987-6457 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No ® If yes, which state or federal agency? 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 Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III- Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria [—] Yes ❑ No ® Not Applicable 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 Although not required in a FEMA-designated AE-6 flood zone,the new dwelling will be constructed on a piling foundation with a first floor elevation more than 6 feet higher than the required base flood elevation,making the structure substantially safer and more highly protected from potential flood damage. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ® Yes ❑ No ❑ Not Applicable See attached addendum. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable f ABBY TANNENBAUM 435 NARROW RIVER ROAD ORIENT,NY SCTM#1000-26-3-10 LWRP Policies 5 & 6 As a result of careful and forward thinking project design and associated mitigation measures, the proposed project, which seeks to replace an aging dwelling with a new, energy-efficient, flood- compliant dwelling, will have a net beneficial impact on the surrounding wetland ecosystems, including potential improvements to groundwater and surface water quality. For example, compared to the existing dwelling, the proposed dwelling will be situated a minimum of 13 feet or 42 percent farther from the freshwater wetland area situated on the adjacent vacant land to the west. And although not required in a FEMA-designated AE-6 flood zone, the new dwelling will be constructed on a piling foundation with a first floor elevation more than 6 feet higher than the required base flood elevation, making the structure substantially safer and more highly protected from potential flood damage than the existing dwelling. As significant mitigation, the existing nonconforming septic system, which consists of a single leaching pool located approximately 78 feet from the adjacent freshwater wetland area, will be removed and replaced with a low-nitrogen, innovative/alternative sanitary system (UA OWTS), whose leaching field will be located at least 110 feet from wetlands. Unlike conventional septic systems, the UA OWTS is designed to significantly reduce nitrogen loading into the groundwater table and ultimately surface waters. And as unusual and substantial environmental mitigation, the entirety of the property not covered with structural/developed surfaces (i.e., proposed dwelling, steps, decks, and driveway), will be maintained as an approximately 12,488 sf non-turf buffer, wherein only native plant species will be used for landscape materials. Thus maintaining nearly 70 percent of the property in a naturalized condition not only reduces the potential for outgoing fertilizers, pesticides, and other chemicals that can infiltrate groundwater and ultimately the surrounding wetlands and tidal waters, it enables the property to act as a more effective sink for potential incoming contaminants contained in stormwater runoff. Moreover, the combined effect of elevating the dwelling on a raised piling foundation and maintaining the majority of the property in a naturalized state maximizes the property's flood tolerance both from potential tidal flood waters and nontidal flood events induced by heavy rain events. As additional mitigation measures, a stormwater drainage system consisting of drainage chambers installed beneath the proposed deck will be installed to collect and recharge runoff, the proposed driveway will consist of a pervious crushed shell surface; and a project limiting fence will be installed to contain site disturbance and potential surface runoff during construction. Thus, consistent with the permitting standards of Chapter 275 and LWRP Policies 5 & 6, these project design and mitigation measures will further the goals of protecting and improving water quality and protecting the quality and function of the surrounding wetland ecosystems. See attached addendum. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes F-1 No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES A Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY Ecoastal Management Specialist DATEAugust 11,2020 RobertfE.-A�#nann Amended on 811105 ti N � S;/�`Sr °!il_7 r¢i r j 1>ASF"•I�,<.��r��,�a�r.7 F ASF.:t r l 5 • Z.�C I Ii I •'�+� " '.�"'.r *.�.3�,>i aJ;c'•^' � '+'/ .*. 1 -ter_-r.` ". �•t .��.�. �i a t-c e �� tzi;.�� • r'+*' or a r 1 f P1 ti� w ri^£' 'F a F `r' •r H �;-"`s F+r;%'Y�+ �^^S..'w° '`�� :'ct*Gs'cn"�2,...�vn kx�`�'�*4/„`��,��v�gb-�v'�.c,-.�;r ,.s`.-z:'x::r- r < ,;,+�.r. ,�at��,��,�?r's'4y?y�r�', , ',r''r:�M�M%3.;�•i�•3�- f,�J'.,��'?ya'�i'.��'��`'ic��k'�{�1'+. w .V.,r. 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PROPANE TANK #100 < 10 p'� ,' .y #200 < 5 1-1/4" HEADER 1-1/4" BEND / HEADER 2 40 NTS SANITARY WELL SEAL ' v 4 6 I MINIMUM 12" ABOVE GRADE OR 24" ABOVE PITLESS CASE CAST IN PLACE M�jy i C-2 C-1 C-2 C-1 I FLOOD LEVEL CONCRETE RETAINING WALL M1N� CONTROL PANEL I ELECTRICAL SUPPLY � EXIST CESSPOOL i , TW 7.2 i TO BE ABANDONED 3 DIAM CONCRETE EXISTING GROUND BW 4.1 IN ACCORDANCE WITH COLLAR SLOPE TO ELEC AIR AND COMM ' DRAIN AWAY WT TO OS AND PB ' SCDH STANDARDS WELL CASING BLACK OR Z E L 4. ELEC TO OWTS GALV STEEL CASING MEETING NSF AND ASTM REQUIREMENTS = ; PB PITLESS ADAPTER `SOS ,� �rN "' ' CERTIFIED BY NSF WELL LATERAL TO BE TYPE "K" COPPER OR O � CHECK VALVE HIGH DENSITY PLASTIC ASTM RATED TO 160 PSI l , AND NYS APPROVED FOR POTABLE WATER S GROUNDWATER i --------s-- ........ .::.:..:. ...... ................... . — i ?:• .:;.. •: :::::.'.:.: = CEMENT GROUT :::: 5' DIAMETER PROPOSED SPIRAL �l � 1 i Lr1 •s : : : •:•:: STAIRCASE E CHECK VA V E� .. •� -0 4I CASING AND YIELDAUG 1 0 5 X 6 STAIRCASE WATER BEARING IN ACCORDANCE WITH s �• . ... .O .. TO .O.WTS FORMATION.. . z SUFFOLK K COUNTY HAT STANDARDS . . STAINLESS S E k. O F E �O � . ..�•:.�::.:.:..:.:.::::.:::::•:.•�:.;;::�. ��...::...:.::.:•: �': >!�:'��:'::�•''��;�::��:...... SCREEN � .......... ............•.......... �. . ....•.........:.... . :....:.... •.:.....,.:.'s:.:.:'.. .1•�.• �• • ::. .�::::...... ::;:+;••::r• ' PRIVATE WELL DETAIL . : . . .....: . : .: :: : e :::... rr '•� :;•;....:;,tri},':::•;:,:•':;;.;;.;•.:;}::;::;:' •1't:r:i'`,•::v:t SEPTIC CONFIGURATION 1 .................... PRIVATE WELL 3 8273 SCALE 1 = 10 C-1 C-2 NTS C-1 C-2 , sIoNP\. ms 31 i Prepared By: FIGURE SCALE: PER PLAN 435 NARROW RIVER ROAD TF Engineering, PLLC C-2 DATE: 7/31/20 SEPTIC DETAILS P.O. BOX 596 SCTM# 100-26-3-10 SAG HARBOR, NY 11963 7/31/2020 12:6 PM USER Ethan taweski PATH C:\Box\TF 3D Projects\TF Eng\Projects\1-Projects\Projects 2020\20014-435 Narrow River Rd Greshom\Eng\435 Narrows SCMdwg LAYOUT ---- I ' S.C.T.M. NO. DISTRICT: 1000 SECTION: 26 BLOCK: 3 LOT(S): 10 �100 WELL EL \ / no a ,•. I �� tI� �' Ij /n�'�`'� \ \ /WWELLUWATER / w / AUG 12020 \ �Oard of \ LAND N/F OF / \ NINA ESH00 / DWELLING DWELLING WELL \ W/WELL WATER / \ W/WELL WATER • \ WELL \ PIPE 0 F.EL 2.6 \ ( eae KRRAS OF �9 �G ( 1 \ ( DWELLING W/WELL WATER s \10. G EL 2.9 \ 0.61S WELL \ ,� • ®0 3L�0 DWELLING \ S�� ?• EL 4.1 WLAND N/F IWELL WATER f PIP EL 2.8 ''•%�. CAROLYN 8 MCLAUGHLIN EL 3.0 EXISTING \ / 0.3' i� :..� �G•�;. ( EPTIC SYSTEM EL 2.9 VACANT 150' \�� yq EL 4.1 ��o p \, EL 2.6�� A \� WELL Off: EL 4.1 LAND N/F OF CATHERINE DIPANE �ry (L.P. DWEWNG ryh' � h�y::"•' ;� 1"9k W/WELL WATER CO C. 's::•:: :O. .. s: \Eoo - �� - -- --- FC, -_ - 0.8E PIP EL 2.9 • � L 3. PIPE / WEELL� ELL EL 3.7 ` WELL 3.7 • / \ ZONE AE(EL 6) `FPO ��P4 U.P. Q�/ / �`� �\•� mss. �0 ��CL 3.0 3�0 y'4$�y,� �� o EL 2. LAND N/F OF A`a " MILDRED PASCUCCI % '� / VACANT 150' `.10 •. ��/`ll 'i' CL 2.8 / ELEV. 3.7 oJ,01� EL 2.3 �j O 0i i' 0 / BROWN OL IP \/ OL ANDY LOAM — P* BROWN U.P. po v�oo �y SM LOAMY SAND 1.3' CLAYEY CL 2.5 JP SAND 0.6 WATER EL 1.2 WATER IN FLOOD ZONE MAP#36103CO068H SI' MEDIUM SAND 6.0' FLOOD ZONE AE(EL 6) THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL BUILDABLE AREA: 18,263 SQ.FT. or 0.42 ACRES JAN. 15, 2020 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS AREA:18,575.76 SQ.FT. or 0.43 ACRES K. WOYCHUK LS ELEVA77ON DATUM: NAVD88 UNAU7HORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF 7HE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 77-IE T17LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE 7HEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL S7RUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUffURES RECORDED OR UNRECORDED ARE NOT GUARAN7FED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: ABBY TANNENBAUM; MAP OF: FILED: SITUATED AT: ORIENT TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 220-07 SCALE:1"=30' DATE: JAN. 18, 2020 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk SCUM BAFFLE BABIS AND JOSEPHINE NINA ESH00 7.90' FUJI CLEAN TREATMENT 0.6' BROWN SANDY LOAM (OL) JOHN CARTER RUTH & EUGENE OLIVA RECIRCULATION AIR LIFT PUMP 1 SEDIMENTATION CHAMBER o KRASANAKIS �� s SCTM#1000-26-3-3 cn ELEVATION 3.7 J SCTM#1000-26-3-2 s Q -4 SCTM#1000-26-3-4 SCTM#1000-26-3-8 2 ANAEROBIC FILTRATION CHAMBER J 1 oo, 345 DOUGLAS ROAD ,', 235 DOUGLAS ROAD p\ 3.03 2.62 2.24 455 DOUGLAS ROAD o a, �, 615 NARROW RIVER ROAD OP w G IMPROVED <r IMPROVED Q` 3 AEROBIC CONTACT FILTRATION CHAMBER IMPROVED C-1 C-2 o (PRIVATE WELL) oo �' o IMPROVED �Q� BROWN q w'o (PRIVATE WELL) z o (PRIVATE WELL) ��J 4 STORAGE CHAMBER CL LOAMY SAND "? w (PRIVATE WELL) l WELL 150+ FROM = _ O� EXIST WELL SM 435 z PROP I/A SANITARY SYSTEM o EL 2.6 DRAINFIELD o o �` o q t o o PROPERTY TO REMAIN 3 Gcn o � rn a GW EL 1.2' o t'4SS D r0 EXISTING �` p`61� Gl Fl n EXIST SEPTIC o o rn O FROM SEE NOTE 11 NARROW g8ROI � \ CESSPOOL TO o TO REMAIN G N "' ��O DWELLING 4 O TO DRAINFIELD 0.6' CLAYEY SAND (SC) o �S I�6?0, �.'�,'^ PERBE SCDHL.P. u' o m FLOW OPENING, TYPCd � ��SS 12. � ,� � � STANDARDS � u, " � Lv LY RIVER z �OGG�TOIy�. ,' �� \�� o 2 EFFLUENT AIR = BOARD TYPE 'qS �� ' INLET BAFFLE 4 CONTACT MEDIA a MEDIUM �, 9 u� �� , . V o LIFT PUMP O v, t° ROAD � O,q� ��, ��, �� ^ 4 SAND SP SyS 1s0 O � �'� RECIRCULATION PIPE = RECIRCULATION �? ASSEMBLY FLOW OPENING (TYP) w rF'y(4 O�rO aF' c, \ ' �•_ ,� � � p` � 1/2 AIR INTAKE �•, FLOW BAFFLE EXIST ELL 20 10 0 20 40 � SSDo SFpr � " O ' � s�, � - 65.31 TO REM IN OWTS PLAN VIEW (CLEANING OPENING) U IG .o ,� i I k. . - <c clq 0 w 9,IAy • w scale 1�� = 20 feet = S p, � ,� i � a w ROgOJ �,' 3 AEROBIC MEDIA 3 HAMLET OF � �Qp ,�•' -_... r H.'r.-. 5'� i- 653 �p�F� ". - DIAMETER `� LEGEND ® TEST HOLE INFORMATION " PROPOSED ` ORIENT BY K. WOYCHUCK LS, 1/15/20 EL 2.8 -� ;i SPIRAL �� A/C- AIR CONDITIONING SEE NOTE 11 SEE NOTE 12 AERATION ASSEMBLY HIGHEST EXPECTED GROUNDWATER w PROPOSED 3.1 FT _ �- ,- > PIP E F.F , 'j STAIRCASE A BW - BOTTOM OF WALL ELEVATION 1.2 TEST HOLE. (MAX) HIGH CONCRETE S , ., ; . . OWTS ED SECTION VIEW WA 0 0� `� �i s CO - CLEANOUT - TOWN OF �3'w RETAINING LL Ts . , - - `SEE NOTE )► �I ------ - ` II '' C) , CI - CAST IRON JEAN E MARKLE & 0 24 ;,, DB DISRIBUTION BOX � o_ STORM DRAINAGE CHAMBERS � - SOUTHOLD Q JOHN WEDGE o�F�, ►� SO , 5 X 6 STAIRS _:. :.:::: 1 ..,4_, •_' BENEATH DECK A DW - DRYWELL 1/2 PRESSURE TREATED z SCTM#1000-26-3-1 �c� c� �s ' 6 TO OWTS y ' SEE CALCULATIONS BELOW DI - DUCTILE IRON CUT POST AT AN ANGLE '• R WL MOUNTING BOARDS ,�, ti } �, _ TO ALLOW WATER TO 155 HARBOR ROAD c� c �, • ,. DT DISTRIBUTION TRENCH 2 - VACANT ' . ::::. ...::::: :•::. ;:;:: ..... ;..........•......:::.. _ = FUJI CLEAN NEMA 4X RUN OFF Prepared By. �. :;>::::; : :;:;;:.: ,.., _w EL ELEVATION CAROLYN & JAMES CONTROL PANEL T :!. t.. + . _ EQ EQUAL DISTANCE EXISTING CONCRETE :>' >::. PROP 1 STORY SINGLE , r ORENCO NEMA 4X i . s MCLAUGHLIN C> d ;;<; ;;' :; :>;;<; :;;: : ✓ :';;:::;:::>: AMILY DWELLING ,: , �;,. s7 ET - EXPANSION TRENCH ELEC SERVICE FOUNDATION AND a `?,;;..;.:. ,:..:.:.:..:.:. ::;: o° SCTM#1000-26-3-9 CONTROL PANEL ��9', %� 4i O ` ': :; .. .- ::'i:ii. ,^::� :::: ON P LES . .. 1 ---- _ TO AIR PUMP N ti FRAME BUILDING TO �tiL. .:;.:::.>.:"'.::_;::.: I _. : �,. c'B, EXIST EXISTING c �' b fFE 14.5 - 515 NARROW RIVER ROAD s sr , _„ _ ELEC SERVICE :::::: O - FFE FINISHED FLOOR ELEVATION C) 6 o AIR PRESSURE B REMOVED D E E E 'h o .- 1 2 C\jMP V - ?� I RO ED ;•;i';�.�F'l' :�''?1111:!�?;r`..::.:..:..::.:.;;::.�. 0 U � 4 T PUMP ter- M BASIN :::::::::::::;:::::•;:::; . .... GW GROUNDWATER ELEVATION 0 o o° ,►, ;;::5� :: 2.::::.::•:::..::.-:::::•:::::�.�:. ....,. .. � :.� • . , ,� F O N ALARM TUBE � ...............�... .:. ^� �� (PRIVATE WELL) a' N moo, r `� 4.1 ti 6 � ` o HEGE - HIGHEST EXPECTED d cn CD• +14.1 6'` ``' < <CONCRETE UTILITY:;,' : _� �o J ,� sr, CONTROL WIRING TO v' s ti GROUNDWATER ELEVATION 3 ,, ENCLOSURE „ , z TREATMENT TANK C-) ,y BENEATH DWELLING '� O� j STAIRS TO DECK �. HOR - HORIZONTAL TF Engineering, PLLC 'L' / Q f' �o _ PRESSURE TREATED . J �. ' IE - INVERT ELEVATION P.O. BOX 6 API,...,..: :"` �' <c, � INV - INVERT WEATHER RESISTANT r° 4X4 POSTS 59 :. EXIST WELL s• ti �, o� qo : . ; PROP UNDERGROUND 150.00, co c. <c. �, LF - LINEAL FEET ENCLOSURE SUPPLIED SAG HARBOR, NY 11963 00 TO REMAIN- :r: `�� 7 ELEC SERVICE QUICK DISCONNECT "' SYSTE TO SEP `� MAX - MAXIMUM BY MANUFACTURER I_ M X275 HARBOR R PIPE ,o s °6 0• oy ��ti 0 4 MIN - MINIMUM TIE DOWN STRAP OWTS SECTION VIEW TIE DOWN STRAP MIDWEST P065P 04D) E_ 2 ,,y �o�� . �� -. 40 OC - ON CENTER (TWO LOCATIONS) MAC 80R AIR C> °� BLOWER � �� ?9 " o EL 3.2 OWTS - ONSITE WASTEWATER Cl- CATHERINE DIPANE 9� = o PIPE 8 PNEUMATIC HOSE TREATMENT SYSTEM pF SCTM#1000-26-3-12 EL 3 7 -�, TEST EL 3.2' POC - POINT OF CONNECTION C-1 C-1 TO DOSING PUMP 4" THICK PRECAST ELEC SUPPLY Co w EXIST WELL HOLE _L v ` " -: >. P f- 275 HARBOR ROAD -iREATMENT TANK 3 C TO BE ABANDONED' 7�VE AE EL 6 rn n `� U.P.u'P' PROP PERVIOUS CRUSHED SHELL PROP - PROPOSED CONTROL LINES TO CONCRETE PAD FROM DWELLING ,, , IMPROVED / �r DRIVEWAY WITH METAL EDGING PT - PERCOLATION TEST TREATMENT TANK C> z s4 `_' DESIGNATED CONSTRUCTION ACCESS TYP - TYPICAL NTS C-1 C-1 o i EXIST DWELLING `'` ,� v . ,,y� TW - TOP OF WALL CONTROL PANEL 4 Ir AND APPURTENANCES �� , , ;. , - o :: :Xt� 3.0 wz END PLUG %TO BE REMOVED ° UNO - UNLESS NOTED OTHERWISE =,oa j VERT - VERTICAL NTS C-2 C-1 tisk os2715 " O ' FUJI CLEAN CONTROL OFESS1014 (/ w EL 2. MAIN ELECTRICAL PANEL PANEL MODEL A c i HDPE LANDSCAPE 12,488 SF X00 Q':;:; ;; AIR BLOWER NOTES= 14. PROVIDE A RESIDUAL HEAD OF 5' AT THE END OF EACH '- BOX NON-STRUCTURAL '` ; CB A 1 CB 1 4 __ 1. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO LATERAL. CONTRACTOR SHALL DO A SQUIRT TEST TO DOCUMENT / /ii PROP WATER . �.:::-: :::' -- ------ -- SURFACE ARE TO o ly%,, ARRIVING ON SITE USING A METHOD APPROVED BY THE THIS REQUIREMENT IS MET. C> - MAINTAIN AS j '� SUPPLY LINE �� / j EXIST ASPHALT CONCRETE MANUFACTURER. ' BE I l / 15. EVERY FIFTH ORIFICE TO BE INSTALLED IN THE 6 O'CLOCK '� q � �•::�::�::�• /�� PAVEMENT TO REMAIN � - NON-TURF BUFFER '�'� / SEE NOTE 17 : '' __ _ 8 :. CB B --� CB 2 2. THE ENGINEERING OF RECORD, A SUFFOLK COUNTY POSITION TO ALLOW THE LATERAL TO DRAIN IN BETWEEN o PVC PIPE D3034 ��f// j/ / I REPRESENTATIVE AND A FUJICLEAN REPRESENTATIVE SHALL CYCLES. PLACE A ORIFICE PVC SEWER PIPE, TYP MILD ISE PAGUCCI PROP PRIVATE WELL O / / i HIGH WATER E . L E N I E SHIELD UNDER THE PIPE AT THE w SDR 35 SCTM#1000-26-3-11 / SEE NOTE 23 3 `� N/F OYSTER PONDS HISTORICAL CBC - i TO CONTROL PANEL ALARM OBSERVE THE SEPTIC SYSTEM PRIOR TO BACKFILLING. LOCATION OF THE DRAIN HOLES TO PREVENT SCOURING. > 305 NARROW RIVER ROAD j _ _ SOCIETY ROAD (CEMETERIES) - '� 3. A FUJI CLEAN REPRESENTATIVE WILL BE PRESENT DURING 16. A HOUSE TRAP SHALL NOT BE INSTALLED UPSTREAM OF THE PVC 30° BEND jj i •:• :•::::;.�;:.:;,��;. C 1 C IMPROVED i SYSTEM START UP. TREATMENT TANK. THE TREATMENT TANK SHALL VENT THROUGH TO SEPTIC VACANT /�. ,i w ,,, // PROJECT LIMITING ;;;:;;;:�;•��;;.: (NO WATER SERVICE) I 1 3� ----, 4. THE OWTS INSTALLER SHALL HOLD APPROPRIATE I/A OWTS THE SEWER PIPE. NO ADDITIONAL VENTING IS REQUIRED. �'- FROM TANK // �///� P FENCE AND AREA :;:;:: p/ SCTM#1000-27-4-8 ENDORSEMENTS FROM SUFFOLK COUNTY DEPARTMENT OF HEALTH 17. MAINTAIN A MINIMUM COVER OF 4.5' OVER THE PROPOSED WATER OWNER: ABBY TANN NBAU �- ER E M x DWELLING FRESHWATER WETLAND BOUNDARY OF GROUND �P,; �� I AND SHALL BE AN AUTHORIZED INSTALLER. SUPPLY LINE. CD AS DELINEATED BY DISTURBANCE �� CIRCUIT BREAKER SPECIFICATIONS i 5. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT 18. ALL COMMUNICATIONS & ELECTRIC LINES SHALL BE INSTALLED SCALE: PER PLAN EN CONSULTANTS 11/7/19 EL 2.3 WITHIN THE FENCE TIDAL WETLAND BOUNDARY SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH. IN PVC PIPES. DIRECT BURY SHALL NOT BE ALLOWED. JOB NUMBER: 20-014 �•' +/- 16,814 SF AS DELINEATED BY ELECTRICAL PANEL � � _ CI TO PVC HOUSE 60° PVC WYE EN CONSULTANTS 11/7/19 ORENCO VERICOM CONTROL PANEL 6. THE SURVEYOR OF RECORD SHALL PROVIDE RECORD SURVEY AS 19. THE ORENCO EQUIPMENT SHALL BE INSTALLED ACCORDING TO ADAPTOR x" '-' CBA - 20 AMPS i REQUIRED BY SCDH. THE INSTALLATION INSTRUCTIONS PROVIDED BY ORENCO AT THE SITE PLAN 2 CB B - 20 AMPS DOSING PUMP 7. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN TIME OF DELIVERY. NON-CONFORMANCE WITH THE INSTRUCTIONS CB C - 10 AMPS i �_-- __ L1 PUMP CB 3 -{]- - BEEPROVNDEDATO SCDH.NCE V HERSERVICE CONTRACT SHALL BETHE PROPERTY OWNER HFOR 20. SPLICING ALL WILL DIS NO ALLOWED BETWTHE ORENCO EEN THE PUMP BASIN SPLICE CLEANOUT 1 _ _ DURAFIBER ACCESS LID __� - C 1 FLD24G W/ RG24 SAFETY OPEN DISCHARGE PUMP TO FUJI CLEAN CONTROL Q- A MINIMUM OF 3 YEARS AND SHALL COVER INSPECTION AND BOX AND THE ORENCO CONTROL PANEL. PANEL MODE A _ L1 CONTROLS CB 4 _� MAINTENANCE OF THE DOSING PUMP AND DRAINFIELD. 21. SPLICES MUST BE PERFORMED WITH THE WATERPROOF WIRE NTS C-1 C-1 GRATE TO GRADE OBTAIN GRAB SAMPLES L____ _ 8. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF NUTS SUPPLIED BY ORENCO. USE OF OTHER WIRE NUTS WILL SPLICE BOX CAT5 ETHERNET TO CONTROL PANEL THE OWTS. VOID THE ORENCO WARRANTIES FOR THE PUMP AND FLOAT PUMP BASIN CB 1 - 15 AMPS - --- - --------- 9. CONTRACTOR SHALL CONFIRM INVERT ELEVATION PRIOR TO SWITCHES. PROJECT NOTES DRAINFIELD PUMP DOSING MODEL P82472 CB 2 - 15 AMPS CABLE TO MODEM DISCHARGE ASSEMBLY � W___ CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF 22. DISCHARGE PUMP FLOAT SWITCH DIAGRAM DRAWN FOR BUILDABLE AREA: 18,492 SF (18,807 LOT AREA - 315 SF WETLANDS) HV125 W/ DRAIN HOLE �Q RECORD OF ANY DISCREPANCIES. ILLUSTRATION PURPOSES ONLY. WIRING SHALL BE PERFORMED IN LOT COVERAGE: PERMITTED: 3,698 SF (18,492 X 20%) NORMAL OPERATION AND BALL VALVE ORENCO CONTROL PANEL 1 R `� 10. PROVIDE DEDICATED BREAKERS IN THE MAIN DWELLING ACCORDANCE WITH THE WIRING DIAGRAM SUPPLIED AT' DELIVERY. EXISTING 11,638 SF ON - 34 INCHES e E' "--'� ELECTRICAL PANEL FOR THE OWTS AND PUMP BASIN. 23. THE PROPOSED PRIVATE WELL SEPARATION DISTANCE FROM THE OFF - 24 INCHES �' TO CB 3 - 20 AMPS i 11. ALL 20" RISER PAN, SAFETY GRATE, AND COVERS SHALL BE NEIGHBOR'S SEPTIC SYSTEM IS GREATER THAN THE EXISTING PROPOSED IMPROVEMENTS: DOSE VOLUME - 18.8 GALLONS FROM DRAINFIELD CB 4 - 10 AMPS I Y & 6 2 9/30/2 0 REV. PER NOI# 1 • 1. 2 BEDROOM. 2-1/2 BATH, 1 STORY RESIDENCE (2,516.6 SF) CYCLES - 330 GPD / 18.8 GAL = 18 CYCLES PER DAY OWTS - � � TUF-TITE RISER 20-RISP-GREEN, COVER 20-RISC FLAT, AND SEPARATION. __ - ORENCO 20 RG20 SAFETY GRATE. - E G E 24. DOMESTIC WATER TREATMENT SYSTEMS SHALL NOT BAI 1 8 7 20 V. PER CKFLU H RE EN CONSUL - i S TANTS �- FLOAT ASSEMBLY 4 __-----� 2. FIRST FLOOR ELEVATION 14,5 � SEE NOTE 22 �•••• 12. ALL 24 RISERS, SAFETY PANS, AND COVERS SHALL BE TO I/A OWTS. BACKFLUSH SHALL DISCHARGE IN SEPARATE 3. FRONT UPPER DECK (ELEV. 14.`x) = 623.48 SF PERCOLATION TEST OF SAND TO BE TESTED AT MODEL MFPB Y & B TUF-TITE RISER 24-RISP-GREEN, COVER 24-RISL FLAT, AND 24" 8'0 X 2' DEEP PRECAST CONCRETE DRY WELL. NO. DATE DESCRIPTION 4. FRONT LOWER DECK (ELEV 12.5) = 428 SF BORROW LOCATION PRIOR TO IMPORTING MATERIAL ORENCO RG24 SAFETY GRATE. 25. APPROXIMATELY 84 CY OF CLEAN SANDY FILL TO BE TRUCKED 5. TOTAL LOT COVERAGE = 3,568:08 SF / 19.3% TO THE SITE. ORENCO DISCHARGE PUMP CONTROL VVI RI N G D IAG RAMMATI C 6 13. THE TRANSPORT PIPE SHALL HAVE A CONTINUOUS SLOPE TO IN FROM AN APPROVED UPLAND SOURCE TO RAISE PROPOSED DRAWN BY: DWR, JXH, EDZ 1 6. 16 DIAMETER (240 SF) CONCRETE UTILITY STRUCTURE AT GRADE PUMP MODEL PF200511 ALLOW THE PIPE TO DRAIN IN BETWEEN PUMP CYCLES. OWTS. (ELEV-+4.0'). ALL SERVICES AND UTILITIES ENTER AND EXIT THROUGH R M Y HIGH-WATER ALARM NTS C-2 C-1 DESIGNED BY: DWR THIS STRUCTURE. LOADING RATE 3.0 G/SF 0 - 5 MIN/IN) CATEGORY 1 7. NON-STRUCTURAL AREA: 12,488 SF TO BE MAINTAINED AS NON-TURF DRAINFIELD CALCULATION: N B PUMP ON BUFFER 330 GPD / 3 G/SF = 110 SF INFILTRATOR Q4 PLUS SITE INFORMATION CHECKED BY: DWR, JXH, KMS, EDZ 110 SF / 2.83 SF / FT = 39 LF (REQUIRED) �. . .- z R PUMP OFF NATIVE BACKFILL TOP SOIL SCTM# 1000-26-3-10 DRAINAGE CALCULATIONS: (PLACE' STORMDRAIN CHAMBERS BELOW DECK) 2 TRENCHES o 22 LF = 44 LF (PROVIDED) CAST-IN-PLACE CONCRETE \/PROFILE LOT AREA - 18,870 SF (0.43 ACRE) DATE: JULY 31 2020 W REDUNDANT OFF - = = --.!I -= =-! ! , 18,492 SF (WITHOUT WETLANDS 18,870 SF - 315 SF) STANDARD LOW RAINFALL EVENT 3" DEADMAN POURED PRIOR TO RUNOFF COEFFICIENT �D 36 PUMP BASIN INSTALLATION ,�, Q, '�� PROP DWELLING WITH 2 BEDROOMS (220 GPD) ROOF - 1.0 PENETRATE PUMP BASIN 3" - - _ N i�' PROP SEPTIC SYSTEM FOR 3 BEDROOMS (330 GPD) DRIVEWAY - 1.0 INTO DEADMAN 2E x Co 0D �� ' J �\ (1) FUJI CLEAN CEN5 (500 GPD) CATEGORY 1 # APPROVED BACKFILL " ''34" (44 LF) DISTRIBUTION TRECH (DT) SCTM 1000-26-3-10 STORMWATER VOLUME - 2,081 SF ROOF 3 /12 /FT = 521 CF (REQUIRED) N END CAP (22 LF) EXPANSION TRENCH (ET) (21) CULTEC STORMDRAIN CHAMBERS 180HD - 531 CF (PROVIDED) PUMP BASIN 5 FINISHED GRADE 36 DISPERSION LOCATED NORTH OF NARROW RIVER ROAD 403 LF WEST OF KING STREET NTS C-1 C-1 77777//77177 - _ -_ _i l TRENCH 2 LATERAL, TYP HAMLET OF ORIENT OWTS _! LIFTING LUGS SHALL TOWN OF SOUTHOLD EXISTING SOIL '% %/:' _ _ = SUFFOLK COUNTY RIM ELEV 7.2' �,�-I =1 11= 1=1 I,_I NOT BE USED FOR DRAINFIELD SECTIONrg3 TO REMAIN ��/� 'III 1 `'"'� UPLIFT RESTRAINTVERTICAL DATUM - NAVD 1988 25 [E IN = 5.61 ___r_5.OLF 4 PVC PIPE T __ _ ___T- ____ ��_�iIBOUNDARY AND TOPOGRAPHY BY FIELD SURVEY BY KENNETH M. WOYCHUK C-1 C-1 IE OUT = 5.44 D3034 SDR 35 PUMP BASIIJ 5 `9 10 GALVANIZED D-RING %�� POLYESTER STRAP BOT = 1.2' a S=0.0104 MIN NTS C-1 C-1 LAND SURVEYING, PLLC DATED JANUARY 18, 2020. RIM ELEV = 72' OR SHACKLE \ WITH EYELETS -- INVERT OUT = 5.2' --------------- ! --- C-1 C-1 -------- (2 PLACES) _ (2 PLACES) Y 20 - -- -- -- - INV IN - 5.38 C-1 C-1 - - ------ -� C-1 C-1 � �� BOT = 1.2 DISTRIBUTION 1-1/4"1-1/4 PVC SCH 40 NATIVE BACKFILL PLACE ON THE QUICK4 PLUS STANDARD SEPTIC ... 3.00 �/, PERFORATED LATERAL PIPE GROUND WITH N FFE 14.5 DECK - _-___________________ TRENCH -- GALVANIZED TURN jj, _ WITH 1/8° ORIFICE 24° OC AT 12 O'CLOCK z SNAP ON STANDS, TYP LOW PROFILE CHAMBER c - -- - AD 3' HO BUCKLE PLACES) ; ; . <. . PVC VALVE BOX CLEANOUT PROP GR E (2 y i- 10 - - ---- ------- • 1-1/4 PVC SCH 40 --------- R : - ' LU 1 6" DI SLEEVE 1 VERT # ., n - EL 4.5 '' IE=3.2 4 REBAR (2 PLACES) TREATMENT TANK SOLID LATERAL PIPE r 1! �K _, SITE PLAN Illr !it 111 - THROUGH WALL MAX - - = C-1 C-1 - - PRECAST CONCRETE FROM OWTS 5 - DRILL 1 O HOLE TO ACCEPT DEADMAN (2 PLACES) DISCHARGE GALVANIZED 3/4" EYE BOLT ry; SWEEP 90 WITH \� THREADED END CAP OCT 1 3 2020 GW 1.2 HEGE 1.2' +� w� _ WITH FLAT WASHER TOP Q IE 6.20' ----- = AND BOTTOM (4 PLACES) UNDISTURBED SOIL Co SEE NOTE 14 1 SEE NOTE 9 & 16 0 10 20 30 40 50 60 70 0 90 100 110 NOTES: (CONTRACTOR SHALL TAKE N - - �{ END CAPS, TYP j n 27.2LF 1-1/4" SCH 40 2 BOT 3.2' 1. POLYESTER STRAPS SHALL HAVE A BREAKING STRENGTH OF PRECAUTIONS NOT TO I._._ r.,, •_r- HEADER N 10 000 LBS MIN. ALL HARDWARE SHALL BE HOT DIP GALVANIZED COMPACT BOTTOM OF TRENCH %` ' "y ' `T°°% PVC PIPE ''%�;J .1%% % y�'' 1/8" LATERAL DRAIN ORIFICE 31.1LF (2LF 4" CI PIPE + SEE NOTE 13 C-1 C-2 AND OF EQUAL CAPACITY. DURING EXCAVATION) '�''�%% ` � � ;:�;�w�22 MIN AT 6 O'CLOCK SEE NOTE 15. . 29.1LF 4" PVC PIPE D3034 2. PRECAST CONCRETE DEADMAN BY DIAMOND PRECAST OR EQUAL: REMOVE CLAYEY SAND o SDR 35) a S=0.0208 MIN 18 WIDE X 8 HIGH X 96 LONG. AND REPLACE WITH C> SEPTIC PROFILE 7MEDUM SAND SP ASTM C33 SANDcmwl 1" = 10' C-1 C-1 CONCRETE DEADMAN ('_8� DRAINFIELD PROFILE 10 - NTS C-1 I C-1 NTS C-1 C-1 SCDH APPROVAL c� 0 J J W w F s = GRACE BREAK 435� , �__� .° o ASTM C33 SAND GRADATION - NARROW o SEPTIC ENVELOPE OIS EVE, PERCENTPASSING �' #4 95 - 100 RIVER#8 80 - 100 <1 � ,'� `. 3 HORIZONTAL TO Lo #16 50 - 85 �i 1 VERTICAL MAX ROAD � �i #30 25 - 60 PROP FENCE �' ,� Ile p� ,�� #50 5.0 - 30.0 -. � , , , i PROP ABOVE GROUND PROPANE TANK #100 < 10 �' \r �•' �. \�,,'� Q� moi' � 'h #200 < 5 LLJ - �� HAMLET OF s ORIENT C N 4 6 CAST IN PLACE i C-2 C-1 C-2 C-1 TOWN OF CONCRETE RETAINING WALL Q TW 7.2' i CONTROL PANEL 1 EXIST CESSPOOL SOUTHOLD Lo BW 4.1' - i TO BE ABANDONED IN ACCORDANCE WITH ELEC, AIR AND COMM SCDH STANDARDS Prepared By TO OWTS AND PB EL 4. 1 . ELEC TO OWTS CD PB „ cf) 1-1/4 X V REDUCER U - s W I' i 1" LATERAL 1-1/4" TRANSPORT TF Engineering,rin e P LL C g PIPE 5 0 DIAMETER P.O. BOX 596 PROPOSED SPIRAL cf) L SAG HARBOR NY ii 6 F- `� STAIRCASE 9 3 3 cy O w , •6` w 0 : 5 XSTAIRCASE'.*.','.'.'.*'6 FR0 M TO OWTS OWTS ............ ............. cL -0 s N F .� F coWL :fri?:iiir:�:�r:v:is i:�i�:��>.`:;;;;�:>.;;(ii>.r:;>.;;;>.;>.;�`:iiiv>i:ii� EL 3.5 :::: ::. :::;:;>::; cy w :. i? :4:ii is is? ; .iii:4ii?i::;:�: \.._\?4'r?:::;:4::;1;rii?i:i•iii::....i:iiia::c:iiiiiiiiiiiiirii?:.. 'r.::::::: 11/4 TEELLJ 7 ..iii?iiii:iiiir::riiFiiii. ....i i•:1r:iii?:i?�:.\ � :v:r::;; %:;c:iiia: .............................. .. ...,.•i::\..1. ?:icr:i.:v:.:iii ?:�:�:'::?rli:?i? §_.'. Uz .�...:;.`.r..r:4.?.1..: . .................. } : :iii:rr 1-1/4 HEADER........... .....:. . .. .. .... : : . ......:...�� r� h�r� v w c.:;`:% :. 1-1/4 BEND 'c:r ' ?ii 0I: 9 2 7o 3 0 (i . c w } i?i i � A 0 FESSIONP t/ �V :` ::`: ::::'i:;:: : 2 - ` `� `` : : HEADER uj NTS C-1 I C-2 0 SEPTIC CONFIGURATION 1 o SCALE: 1" = 10' C-1 C-2 M J_ V Lu OWNER: ABBY TANNENBAUM C> SCALE: PER PLAN JOB NUMBER: 20-014 U CONCRETE RETAINING WALL DETAIL CONCRETE COMPRESSIVE STENGTH 3,000 PSI STEEL YIELD STRENGTH 60,000 PSI DESIGN CODE: ACI 318-11 NOT TO SCALE 6.. 8.. f TOP OF WALL ELEVATION SANITARY WELL SEAL , MINIMUM 12" ABOVE (2) #5 CONT AT TOP ELEVATION 7.2 t GRADE OR 24" ABOVE PITLESS CASE • F FLOOD LEVEL 2 9 30 20 REV. PER NOI# 1 ELECTRICAL SUPPLY #5 012 O.C. HORIZONTAL 1 8/7/20 REV. PER EN-CONSULTANTS ° CONTONTINUOUS 3 DIAM CONCRETE EXISTING GROUND ° NO. DATE DESCRIPTION s COLLAR SLOPE TO 1-1/2 CLEAR DRAIN AWAY #5 0 12 VERTICAL SPACE Z DRAWN BY: DWR, JXH, EDZ WELL CASING BLACK OR GALV STEEL CASING MEETING ' WATERPROOFED DESIGNED BY: DWR NSF AND ASTM REQUIREMENTS PITLESS ADAPTER CHECKED BY: DWR, JXH, KMS, EDZ CERTIFIED BY NSF WELL LATERAL TO BE TYPE "K" COPPER OR CHECK VALVE HIGH DENSITY PLASTIC - ASTM RATED TO 160 PSI ui"' DATE: JULY 31, 2020 AND NYS APPROVED FOR POTABLE WATER GROUNDWATER •� _ BOTTOM OF WALL ° CEMENT GROUT ELEVATION 4.1' Z CHECK VALVE SCTM# 1000-26-3-10 � 0 �• 4" CASING AND YIELD WATER BEARING IN ACCORDANCE WITH ° 2" X 2" KEY FORMATION SUFFOLK COUNTY - a (3) #5 TOP & BOTTOM HEALTH STANDARDS N STAINLESS STEEL 2" CLEAR SPACE SCREEN ro PRIVATE WELL DETAIL ° Y PRIVATE WELL 3 NOTES N NTSz: . 1. NO CONCRETE SHALL BE POURED SEPTIC C-1 C-2 BELOW GROUNDWATER TABLE N 2. WALL FOOTING TO BE PLACED ON LEVEL 3 CLEAR SPACE SITE PLANoilGROUND AND CAN BE STEPPED WHILE MAINTAINING COMPACTED SUBGRADE MINIMUM COVER REQUIREMENTS. LJ OCT 1 3 2020 Q RETAIN IG N WALL 4 "' NTS C-2 C-2 0 N O N N7mow O� '