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HomeMy WebLinkAbout1000-40.-1-14 OFFICE LOCATION: rjf SUUry� MAILING ADDRESS: Town Hall Annex h0 l0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) G Q Telephone: 631765-1938 Southold, NY 11971 Yp olycom 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: February 10, 2022 Re: LWRP Coastal Consistency Review for ALEXANDRA FOX STERN 1997 TRUST, c/o JOLYON F. STERN, TRUSTEE SCTM#1000-40-1-14 The Southold Town Zoning Board of Appeals issued a determination (7586) for the'action on January 20, 2022. En-Consultants on behalf of ALEXANDRA FOX STERN 1997 TRUST, c/o JOLYON F. STERN, TRUSTEE requests a Wetland Permit to construct a 1,863sq.ft. two-story, single family dwelling with attached garage in-place of existing 1,686sq.ft., 1 & 2 story dwelling, and 43sq.ft. and 134sq.ft. porches (existing dwelling foundation to remain, with structural reinforcement provided if/as needed; new foundation to be provided for portion of new dwelling constructed in place of existing porches); remove existing 89sq.ft. and 169sq.ft. second-floor decks, and resurface existing 1,184sq.ft. deckto remain; construct 427sq.ft. deck addition to landward side of existing deck with 6.3'x14' stairway to grade and 14'x20.5' pergola above; remove existing 294sq.ft. masonry patio, and construct 299sq.ft. porch addition on landward side of reconstructed dwelling with 8'x10 entry stair; remove... existing septic system and install new I/A sanitary system, utilizing approximately 77 cubic yards of ratable soil to replace existing subsoils; and to install a stormwater drainage system. Located: 63165 County Road 48, Greenport. SCTM# 1000-40-1-14 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code'and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. To further Policies 4 and 6 the installation of a vegetated, non-turf buffer landward of the top-of-bluff is recommended. 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 LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1 , All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its si nim ficant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION RECEIVE® SCTM# 40 - 1 _ 14 FEB 0 4 2022 PROJECT NAME The Alexandra Fox Stern 1997 Trust 5(hold Town Planning Boar 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: Construct a 2-story,single family dwelling with attached garage in place of existing 1,686 sf, 1 &2-story dwelling and 43 sf and 134 sf porches(existing dwelling foundation to remain,with structural reinforcement provided if/as needed;new foundation to be provided for portion of new dwelling constructed in place of existing porches);remove existing 89 sf and 169 sf 2nd floor decks,and resurface existing 1,184 sf deck to remain;construct 427 sf deck addition to landward side of existing deck(more than 100 feet from top of bluff), with 6.3'x 14'stairway to grade and 14'x 20.5'pergola above;remove existing 294 sf masonry patio,and construct 299 sf porch addition on landward side of reconstructed dwelling with 8'x 10'entry stair;remove existing septic system and install new UA sanitary system,utilizing approximately 77 cy of ratable soil to replace existing subsoils(more than 100 feet from top of bluff);and install a stormwater drainage system,all as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated April 12,2021,last revised August 4,2021. Location of action:63165 Main Road(CR 48)Greenport Site acreage: 115,389 sf Present land use: Residential,one and two-story,single family dwelling Present zoning classification:R-80 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:The Alexandra Fox Stem 1997 Trust (b) Mailing address: c/o 7olyon F. Stern,Trustee 130 East 67th Street,Apt. 61),New York,NY 10065 (c) Telephone number: Area Code 917-669-6063 (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 1:1 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 The proposed construction will not change the position of the existing development relative to the bluff or tidal waters of Long Island Sound,and there will therefore be no diminishment to the existing bluff or wetland setbacks. And although the project will result in a 468 sf net increase to lot coverage,it will result in a net decrease to lot coverage within 100 feet of the bluff as a result of the removal of 258 sf of existing second floor decks. The dwelling will remain located entirely outside the Coastal Erosion Hazard Area and well more than 100 feet from surface waters. And the bluff,which is the natural protective feature for the property,is well vegetated and stable; and there is no evidence that the existing dwelling structure has had any adverse effects on the integrity of the bluff. The project is therefore consistent with Policy 4. 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 A stormwater drainage system is proposed to capture and recharge roof runoff;and the existing septic system will be replaced with a new UA sanitary system located more than 200 feet from the surface waters of Long Island Sound,thus protecting and providing a potential improvement to the quality of groundwater and surface waters,consistent with Policy 5. 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 i The proposed construction,which will remain located entirely outside the Coastal Erosion Hazard Area and well more than 100 feet from surface waters,will not change the position of the existing development relative to the bluff or tidal waters of Long Island Sound and thus cause no diminishment to the existing bluff or wetland setbacks. The project will result in a net decrease to lot coverage within 100 feet of the bluff,which is well vegetated and stable;and there is no evidence that the existing dwelling structure has had any adverse effects on the integrity of the bluff. A stormwater drainage system is proposed to capture and recharge roof runoff;and the existing septic system will be replaced with a new UA sanitary system located more than 200 feet from the surface waters of Long Island Sound,thus protecting and providing a potential improvement to the quality of groundwater and surface waters. As these design features and mitigation meaures are designed to protect and restore the quality and function of the surrounding bluff and shoreline ecosystem,the project is consistent with Policy 6. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes 1:1 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 ❑ No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES f Policy 10. Protect Southold's water-de endent 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 TITLE.Coastal Management specialist DATE December8,2021 Robert E. e Amended on 811105 THE ALEXANDRA FOX STERN 1997 TRUST,63165 NORTH ROAD (CR 48),GREENPORT 1 'd 14 t w ;O o ,%. •. Figure 1. Aerial image of subject property and surrounding developed shoreline community in April 2021. Photo by Google Earth. i "a v Figure 2. Looking southwest along the top of bluff and toward existing dwelling to be reconstructed with second story expansion. THE ALEXANDRA FOX STERN 1997 TRUST,63165 NORTH ROAD(CR 48),GREENPORT f MINE Figure 3. Looking southeast at existing dwelling to be reconstructed with second story expansion; and at existing pool and deck to remain with deck addition on landward side of house(right). ♦� rj AL �i ■r Figure 4. Looking north at southAandward side of dwelling to be reconstructed with second story expansion;at locations of proposed deck(left)and porch additions(center);and at location of proposed UA sanitary system(right). +xasee \I- WNW +x-asox w j I � FI � e,e a .e ,�• ��< x6+0 / �' MNr Fbrk A m au Q " F '2j , Z,� `+.' ` (T ,3 i a` s.o•(O�(•,e� nM1+� of � ,iA a r °:6A y0yi r•s , ' � ":+ s pea ¢yiy �+„p,GF1 ry E 233 Hzura ? IAT O ,Na a` e.p m -/ 43W e � 41A CN—Z SUJFOLK O BIUIFF"'roLK� °\. F .o F 4 e.s, —iizw.sem L �`d -OFMOouiHlusiNG ''r'1• d '.e`r �'"�\t°— LWNIr OFz.«-roO O r7 (FORUNITSSEESEC. d `� I.� suFFau, F yyF 4 rz 1 t7 No oea.an ,.M1`, + SEE SCE NO.+x0 %hh G��\ 1 C) Iq t0.ewc1 O 1 !� 1 ID 0 A S D OOf F'Ir —GE OF / GREENPORT a0wcl 5 + �eBP ,j�8[.u'n1 x, b xuiu m3 two 6� i/ e� ♦ 2ANel '.s N x, y t5 �Y, Yet.�""'� wc) +wR, ,rCd 1 p � «nnN, "Ji SIP wo n 1114` z''Arc N 1 r O 9 � Z ly �S.D.F • wcl C O IWC xs 1 m 4 FOR PCL.NO. 050+ SFj?' x6 ,?I f = SEE SEC NO F rte s ey g1 nM,:; TOWN OF SOUTHOLD Z Or ,e,. wsmaos., �:,�.. w CN ' VILLAGE OF GREENPORT p '„„•+r+F ly SEE SEG NO M5 SEC.NO `yll `a� M•TGH 5 "„�IINE _J W NDn0E my COUNTY OF SUFFOLK © e �. SOunwED SECTION NO G Real Property Tax Service Agancy r u No _ _ —_— —_-- —.-- 0—,, ..RM�..e.Nr+„e, mw r . r .YOy' P rmcr No 1000 PROPERTY MAP � + ti � Ta DIr Eos, 2 DEC �� s, 3 2021 DID I Y ,ham++ 1�1 's^tie �cP00. . e„r G� b o � O o + SURVEY OF PROPERTY SITUATED AT GREENP ORT TOWN OF SOUTHOLD ~; SUFFOLK COUNTY, NEW YORK Vj0°p G J 117�0 S.C. TAX No. 1000-40-01 - 14 SCALE 1 "=40' MAY 179 2004 SEPTEMBER 17, 2004 ADDED SPOT ELEVATION OCTOBER 3 2004 ADDED EXISTING LANDING OCTOBER 21, 2014 UPDATE SURVEY •01 OCTOBER 20, 2016 FINAL SURVEY FOR POOL 4 \1 Gam � �'GG�' � Gam � G°a \ \ ,'` �, : ooy � �►°�°¢ AREA = 115,389 sq. ft. (TO TIE LINE) 2.649 ac. 11001 c /4- \,\\� \� 5\i d, '�P y \ x.\g. PJN(F� Wqu :.•�:.�'•_ .: c^ � 0� \off ��� woo°wAuc oy ./4IG� �p5 F, coo C oma;: 5 Q � RACK WA4 + J� hyo 1° \yb o� Tt 0 ICA 130 tA � •4y•♦•' d.. wrnot \ N'C`O_ ♦ s l ,d a. N Ilk .145 0 0- �G / :..is A. 4 a rye° ��l tr•• .♦. ' • . p a . • GONG�°�/ f•'t�' ;• h � :..♦ •' +• :d d! PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED I BY THE LI.A,LS. AND APPROVED AND ADOPTED ?P FOR SUCH USE BY THE NEW YORK STATE LAND �� "�``\` F °� • a I TITLE ASSOCIATION �. "" r d V4—. . 191 -CA N11b *� 10 S a, �' �' � 0 !�, GONG• j'.�.t....:� :: •• A:' cam/• �pfes'' N1, /N.Y.S. Lic. No. 50467 ,d �+ I UNAUTHORIZED ALTERATION OR ADDITION ♦d ' OLATION OF Nathan Taft Corwin III SECTION 720R OFSTHE�NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Successor To: Stanley J. Isaksen, Jr. LS. CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND y LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. -223C 34 30 //' '/ / 42//�'////� / / / \ EX15TINO SUBJECT PROPERTY CURRENTLY: / 40 / / l DECK / / , / /'/' 46' / N/O/F RONALD E.SPILLANE .?::i .1, ' • :;r. P, «•,•,::.. 15 DEVELOPED AND 15 CONNECTED TO PUBLIC WATER,SERVICED W/PHR/GOMM/GTV VIA EX. WOOD STAIR, / / ,i 44' / /'S0 �' / / I EX15TIN6 SGTM No. 1000-40-1.0 -7.0 i }" w. ter, ��JALKS AND / / /f 14"GHE/F RY „. . �; r t, / UNDERGROUND LINES TAPED FROM UTILITY POLE No.43lD AND SUPPLIED W/LP VIA BURIED i , , 48 / / 1 5TORY 63403 NORTH RD 4 4''` F .. _•Y' '�' ' .Y.* ;', -PLATFORMS TO ' ' / / / I ;;: ' r• '~,.F� ,�,.. ' / TANK IN FRONT YARD A5 NOTED ON PLAN. , / / /pQ \ // 56 DWELLING DEVELOPED - PUBLIC WATER =� �. . � � /E)EAjH TO REMAIN �� //, /, / / /j \ ) / LONG ISLAND / 2' STORM DRAINAGE SYSTEM: / / PROPOSED 2 STY FR DWELLING SOUND s -COASTAL i / / 54 ! 2 1 • (2)STORM DRAINAGE DRYWELL STRUCTURES EXIST ON THIS SITE,(2) ADDITIONAL DRAINAGE / / i X 5� TO BE GON5TRUCTED OVER EXIST.P ELLIN6 ER05ION HAZARD LINE / / COMPONENTS ARE PROPOSED FOR TH15 SITE. EX.AND PROP.COMPONENTS WILL MAINTAIN , 54 S6 / / I I / AND PORCHES(1686 5F+43 5F+ 134 5F) PROPOSED CONSTRUCTION OCCURS ''`,'''' SUBJECT: / p� / A 10 SEPARATION TO ALL SANITARY STRUCTS. ALL DRAINAGE 5TRUGTURE5 SHALL BE / i / / ,b ; A5 SCALED FROM COASTAL, � � I � NEW DWELLING AREA- 163 SOFT. ON/WITHIN THE EXISTING �: ;-.:•�'.:'.+:�� '- � .' k`...,.,•� o EROSION HAZARD AREA / / / 54 r• ; , ROPER ' ti PLACED IN ACCEPTABLE LEACHING 501L5 AS APPROVED BY THE TOWN ENGINEER IN THE / / / • NEW COVERED PORCH AREA- 299 SOFT. REMAINING FOUNDATION. •, �' MAP PHOTO No.53-595-b3 r.., � :r',,.,:,„;^ ,t, •,`..,. -„r ,P, EVENT POOR LEACHING MATERIAL 15 ENCOUNTERED,EXCAVATION 15 TO BE CONTINUED TO I / NEW FOUNDATION/FOOTINGS Y•' ,, ,:, +'`: �� � / /// ' SHEET 13 OF 49 / i 52 / / / NOTE: ? o ` Q zP / / SUITABLE MATERIAL AND BACK FILLED AS DETAILED. / SHALL BE PROVIDED FOR NEW k• : ,,.± �'. /' / / EXISTING FOUNDATION TO REMAIN,WITH xa •- • - ;-.~: n p / / M• �' / 18 CHERRY / PORCH � SANITARY 5Y5TE NOTE: / w STRUCTURAL REINFORCEMENT AS NEEDED WITHIN Q �p�� / //`��/'- EXISTING SANITARY SYSTEM SHALL BE ABANDONED BY REMOVAL. / / /' / �� �/ N41 PVG GO�IDUIT - AIR TO UNIT, / THE EXISTING FOUNDATION FOOTPRINT / / / // 2.: PVC VENT THRU ROOF OF D&C, ' \ ` �a �• . -r � �\ THE PROPOSED SANITARY SYSTEM SHALL BE LOCATED A MINIMUM OF 20 FROM ANY , / / 24"CHERRY _Sh _ G� e > =u s •"` " '`- g ;... EXISTING POOL DRAINAGE OR DRYWELL STRUCTURE / / / i / /' EXTEND A MINM OF b"ABOVE THE ROOF / PROPOSED STORM DRAINAGE 5Y5 �., ? /. / / THE PROPOSED SANITARY ETU SHALL MAINTAIN A 10 SEPARATION FROM THE EX.BURIED / / , LINE AND A MNIMUM HORIZONTAL - _ DEDICATED TO P/O CONCRETE DRIVE/ ,� . ,,r-_�,,. ,, ..t,.,*:: ::•,, . _*• 24 TINIIJ I / 5 LP TANK d LEACHING COMPONENTS SHALL RESIDE A MIN OF 20 FROM SAID TANK. ,/ // ,�, / SEPARATION OF 12 TO HE SLOPED � � --•� 6 PARKING AREA AND PROPOSED ADDITIONAL ROOF AREA ,7 �� ,. ,,:'•L��,,,,4f, p,'•a,, ..;.�,,,;:•'x.,',�:k^w:•. � PORTION OF 1HE ROOF PER BLDG CODE) ` / USE 2 -b'0x9'LI0 DEPTH LEACHING POOLS t� _jr),• �.r S' ;.y: ;` , . U ,; / "'// MAINTAIN REQ'D SEPARATION D15TANGE5 �r.;.b`;,t`s' .Hy.f }•,.f* ) ;'=r i "' .,r ��• / 40° i'' /'j AREA OF 015TURBAN6E: OPEN GONERS TYPICAL / 12"GHERR r PROPOSED / / ry p � '- .�', � �/ /'/ ! / ±14590 sq.ft.(03349 AG) _�- ! ! 14"GHERP.Y -_ENTRYZ / CONNECT/INTERCONNECT AS SHOWN LOCATION MAP: Lu / / / / / // -54 NOT TO SCALE o 10 i 1 i/ (`�'� • 8'x10',80 SOFT. / �_. i2,14,�� i i % , �'/, T 58 5� / , / /� 100' 5ETBAGK LINE p 1 / \ 14"CEDAR • FROM TOP OF BLUFF 20 22 i//'� /' '//i i / / /� / \� ' �' PROPOSED INNOVATIVE AND ALTERNATIVE � / Wo/F • 8.08'x36.92',299 SOFT. 54 �p ° a t< t�` RONALD E.SPILLANE _� / // x 4� '��.�� ' ,52 ON-SITE WASTEWATER TREATMENT SGTM No.1000-40-I.0-11.0 x / � �' B O 13"GH .RY 1% Zs P�,F9 ti, PROPOSED INLET PROTECTION o 63403 NORTH RD S / \ // 3 / �', / I STAKE 5- ' EXISTING DEVELOPED / r / gP �4 so �' EXISTING ' INSTALL WHERE OPEN COVERS ARE PROVIDED SANITARY SITE PLAN: �' 4 PUBLIC WATER / �- / c�\\ F�� / �0 � _/::�� _:,) CONCRETE /' > DEQ \ / SEE INSTALLATION DETAIL ON 5HT 2 o / r• � / e• � t✓ti vs, \'Y��:::•j DRIVEWAY SITUATE AT: 40 42 / / / //�� l "' EXISTING DECK TO REMAIN P� 0 0 "` \\� FOUND MAINTAIN GRADE OVER 44 4C, %% ��� l ) op, EXISTING ' AREA: 11,184 SOFT. STAKE 63165 NORTH ROAD (GR 46) SGTM No.: 1000-40'-01-14 o I 14"CH a2 ENHANCED TREATMENT UNIT(ETU) OREENPORT NY GWMZ IV: 600 6PD/AG 43 50%�� / /� I STORY WITH NEW DECK SURFACE 0 G a 3 '5 (PORTION OF DECK CONTIGUOUS TO b PROP05ED '� " °\` MAINTAIN GRADE 5'BEYOND EDGE OF ETU,THEN TAPER TOWN OF 5OUTHOLD DATUM: NAVObb DWELLING 52 5q I +• /; �� :: DOWN TO NATURAL GRADE 0 33%(EQUATE5 TO 1'DROP SUFFOLK COUNTY, NEW YORK FLOOD ZONE: X `� ! I f DWELLING TO BE RECONSTRUCTED /� "' 2 5TY DWLG AND " Q. \ ti EX15T. 2nd 5TY DEGK5 TO BE REMOVED A, /56 CHERRY / ° , IN ELEVATION OVER 3 LATERAL DISTANCE) 54 0 AREA(%): S9 SQ.FT.AND Ib9 SQ.FT. `/IN IF/AS NEEDED) GAR ON LWR LVL '� w C` BUILT ON EX.FIND s o q c9 5'` / / ti EXISTING 12 STORY DWELLING/GARAGE 5 50 SITE DATA: EXISTING WOOD STAIR, -_ / / i / l $ `` F.FL. = EL.56.6 a / / ,/ / 24"GHERpr, - • 5TRUCTURE5 TO BE REMOVED,AREA: ±I,bbb SOFT. ! (5 BEORM5) EX WALKS AND PLATFORM _/ ,q'Twl,i sh / / / EXISTING FOUNDATION TO REMAIN 55 O A `P \ �NG,W° ° (2) 12° LOT AREA: 11536q SQ.FT. (2.64q AG) TO BEACH TO REMAIN RR, y / ; // // } /- - G 2 �`� �� 5\' c �y ��o �C � HOLLY TREES BUILDABLE LAND (LOT AREA LANDWARD OF GEHA BOUNDARY): / o I F o 0 COASTAL EROSION HAZARD LINE; - _= i2"CHERRY // / ` i � s' .� A5 SCALED FROM COASTAL - - ` ' _ g --54 100 5ETBAGK LINE p� m� as O`� \c� 3 `: ° 81,033 5Q.FT. (2.01 AG) 5¢4j / 14"CHERRY �L\`G / / / • n 9 5� f y UG MAINTAIN GRADE ER05ION HAZARD AREA MAP / �NbP / e 4^CEDAR FROM TOP OF BLUFF 52 ---- - Po o ��` `� 3bg2 / 54 -L Ti OVER PRECAST STRUCTURES PHOTO No.53-595-63 y°AKE _ se?o �s g\\�� 54 ' 52 30 F ,�. . c WD WLK _ F a LOT GOVERA6E: EXI5TIN6 : PROP05ED: SHEET 13 OF 49 9"CHERRY �' 9 MAINTAIN 5%GRADE WITHIN 20 OF EX.POOL v '.p0 . . . Ex. RF OVR ENTRY PORCH ±43 50.FT. N/A \\� / 6 � �' � . ° FGu�1p 50- - �\ � � 6855F, o � � 0�\_ �, ' � EDGE OF PRECAST STRUGTUR� � y `� / DWI 48EXI5TING DEGK TO REMAIN a EXIST. ROOFED OVER WD DECK .� F (EQUATES TO I'DROP IN VATION DWELLING /GARAGE ±1,686 5Q.FT. 1,366 5Q.FT. / : DRVWAY STAKE G / iGo OVER 20'LATERAL D TANGE) THEN DWELLING ADDITION N/A Ifi SQ.FT. O TO REMAIN \. I AREA: A04 SOFT. / ✓ s�r • po ti TO BE REMOVED -� - 3 54- ExP/ ' 5 p �i F.FL.EL.®56.6' \� 5 �„ 43_-` dT Y �N\. S 52 HOLE F< / WITH NEW DECK SURFACE �� G.FLEL645b' ::\` � 50 STRUCTURE TO BE REMOVED,AREA: 1134 50.FT. Oo A �pROQ: \ �� /' /,� Fc TAPER 501L DOWTO MEET NATURAL RF OVR WD DECK 4 PORCH ±134 50.FT. 2'qq 50.FT. (PORTION OF DECK CONTIGUOUS TO 9 �� a „ EXISTING FOUNDATION TO REMAIN �` ��% a L7 \� ��TP GRADE. POOL + + DWELLING r0 BE RECONSTRUCTED r �� . off �1.\ coN f\ �` `� ° -635 SQ.FT. -335 SQ.FT. ___ PATIO ±2q4 5Q.FT. N/A ,� ex (2112" � � EXIST. DECK . G � / _ �p 50 s�, � ' s P/0 AREA TO BE CONVERTED TO PROPOSED � � C, / ,�\N ��1 �� .p HALL �` HOLLY TREES TD BE RE�1RFnGED - 2 48' ° a RET. WALL PATIO ±26 SQ.FT. N/A ad i LIVING SPACE 4b f LOCUST 5 / IN-PLACE IF/A5 NEEDED) >55 t p{ 2{0 �� - \D E� q / LP 253 SQ.FT. N/A 52-- - � °�`��.-`` �t O X" 9 100 SETBACK LINE s / '� % \ ss, �^\ a L� s, 6 pr 15 ��' l 2nd FL. DECKS ± ±ba55F, d��' F FROM TOP OF BLUFF b i \ 3,' �y �y EXISTING DECK + + • EXISTING SWIMMING POOL T'O REMAIN �� rn � f o � � 31'x Ib.5,tbb5 50.FT. y ro x\ .. W\ 4b �,�{ 9 3 2, �G �3 y• �\� a , , -1,184 SQ.FT. -1,134 SQ.FT. -� REMAIN 54 ✓� ?` F� i�� 50 DP \� 43-` \f_ --�\- s.T. 52 ��,�� PROPOSED 2� EX.EURIED 1 g /' \ a o� / DECK ADDITION N/A ±421 50.FT. O : '� �\ - tis IRREGULAR SHAPE DECK ADDITION 0 ,�', MIN s \o/ \ a • 100 SETBACK LINE E�,,�O , TEST 44 ---- 2, \ LP TANK , 48 • FROM TOP OF BLUFF 4v - \ J����.�pPG .: � \- `� 50 HOLD/ FH • 4 119.25x26."15', 142"1 SOFT. a � � O' - _ \ � ` \ :FSS`- „ 0 \ TO REMAIN - ° FOUND LOT GOVERAC�E: ± ± \•� �- �/ °% t `� � � v _ �__ -48- s / 4p25 SQ.FT. 4,453 SQ.FT. � ` \ > LP 1 M�/ I ° a, CON. MON Ex.U.P. (4.42%) (4.q0%) r: usT 43 PROPOSED PERGOLA \ryo {24" EXISTING PATIO TO BE REMOVED _48 - �% / 42 -__ \ X '�A/N 4310 (v c EK EX U.R. OVER PROPOSED DECK RELOG'D LOCUST �Y//�O SRS I ° C • (N EX15TING ADJACENT WALL- TO BE REMOVED \ i� - °m - PODL 1 ✓24" �y '#4310 14.0'x20.5' 231.0 SOFT. ` - ` PROP. STAIR ADD'N �•F PATIO AREA: 1294 SOFT. 42'�'- vim` Ex.WALL, LocuST � �� � ��_ / � ! I/A OWTS LTNTT SIZING: � V - F -_- `� Ex HTR / b25'xl4,tbb SQ.FT. , EX.HTR (`(� WALL LENGTHS: 120 AND 168 - x R �ryR{tYR) -- __ RE OG'D /A---- - / 1 � _ __ � - a ` VALVE S.G.D.H.S.DIVISION OF ENVIRONMENTAL QUALITY,STANDARDS FOR APPROVAL OF PLANS AND `� ` __ -- - �° it j50 40 FX POOL jDRNG\� RELOG12 '- / / CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEM FOR SINGLE-FAMILY RE5IDENGE5 \ rn Rp STRU RE PBDW - ' -----_- EXI5TING ROOFED OVER G!RD POR( _ __- I t f1 c� ____ - 50 DATED: DECEMBER 29,2011 �T�� � � X ADJACENT WALL d 5TEP5 TO BE REMOVED _ - y l PROPOSED // _ -/ �-' / 1 X46 \ TABLE 3: MINIMUM I/A ON-51TE WASTEWATER TREATMENT CAPACITIES ^ m EXIST.SANITARY SYSTEM tT ` \ a PORCH AREA: 143 SOFT. ` TO BE ABANDONED PER SCDHS S _\ I 1 5 BEDROOM DWELLING: ' W o LOCATION OF RELOCATED DRAINAGE STRUCTURES _ \ a I MINIMUM TANK CAPACITY = 550 GALLONS X Z #- WALL LENGTH: 14.5 FourlD ti --_ DW2 STRUCTURES TO BE REMOVED STAKE t"=�'Le �\ REQUIREMENTS. SEE BOXED NOTE, ` / LOCATED BELOW DECK ADDITION DROP SILt� -- -_ ►-� THIS DWG FOR ADDITIONAL INFO. 1j �j (�? EN$Ail _ \ I I/A OWTS UNIT LOAD CALCULATION: EXISTING FOUNDATION TO REMAIN � � \ � ` I I I Z � 38__ 40 � �\ `- >7 PROP05ED SILT FENCE BARRIER I \I I Z.i \ % �� N/O/F - � �� "44,, 1 I MAINTAIN UNTIL JOB GOMPLETION I I t �� t -_ o / 110 GPD x 5 BEDROOMS = 550 GPD TL FLOW REQUIRED • < U1 SEE INSTALLATION DETAIL ON HT 211 I \ 1 / JOLYON F.STERN __PROPO5ED \ a a I / PROPOSED SANITARY DESIGN FLOW= 550 GPD Q Z CSS \ I 1 5GTM NO. 1000-40-1.0-13.0 FOUND iE X38 20" EROSION CONTROL MEASURE ,42\ \ �_ • wj SEPARATION DISTANCE F:EQ'MTS FOR ti EXISTING POOL DRAINAGE STRUCTURE AND EXISTING j 63035 NORTH RD I IAPLE PROVIDE SLIT FENCE BARRIER WHERE ' \ I b \ USE FUJI ENHANCED TREATMENT UNIT SANITARY SEPTIC TANKS, I/A OWTS, app \po DRYWELL SHALL BE REMOVED AND RELOCATED AS \ � \ DEVELOPED,PUBLIC WATER SHOWN PER DETAIL ON DWG No.2 \ I a •• MODEL No.CEM,GRAVITY SYSTEM �� NOTED ON PARTIAL 51TE PLAN,THI50NO \ j 50 I 1 / •• TREATMENT CAPACITY: l00 GPD O O PUMP 5TA OR MANHOLE (RE5IDENTIAL): ��, ��T \ I I \ � I •• TL.WORKING CAPACITY: III GAL MIN.HORIZONTAL SEPARATION DI5TANGE5: ti \ I I I •• FLOW RANGE: 50-100 GPD A.BUILDING W/CELLAR = 10'1 PARTIAL SITE PLAN - MAINTAIN REQUIRED SEPARATION DISTANCES,SEE TH15 DWG FOR:INFO m B.BUILDING ON SLAB = 5'-0" /4b 1 SEE DETAIL FOR INFORMATION,DWG No.3 G.PORCHES,PECKS,HOUSE OVERHANGS, _ \ ' • PROPOSED SANITARY WORK CANTILEVERS,ETC, = 5-0 � � � \ I PROP. I/A ON-SITE SANITARY SYSTEM REMOTE FUJI GNTRL GNTR AND BLOWER D.WATER LINES = 10'-0" 1 I' I I '/ 40 AEROBIC TREATMENT PLANT: TO BE MOUNTED 3S'ABOVE GRADE OR ABOVE - SANITARY LEACHING POOL SIZING: E.SURFACE WATER(WETLANDS) =15'-0" 1 ' I i I / 1 - FUJI GLEAN USA ENHANCED TREATMENT UNIT(ETU), BFE WHICHEVER 15 H16HER(5EE 'H'FRAME OTL, PER 5.11 DIVISION OF ENVIRONMENTAL QUALITY F.PUBLIC WELL = 201 �j'' _ // I� I I \! In, • MODEL GEN?(GRAVITY SYSTEM,DESIGN FLOW: l00 GPD) DWG NO3) STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL G.PRIVATE WELL = -f5'-0' --- \ II 1 I 1 A, / •• UNIT INCLUDES: BLOWER MODEL MAGIOOR,SYSTEM Is CONTROL PANEL AND SYSTEM FOR SINGLE-FAMILY RESIDENCES H.RETAINING WALL(WTRPROOF) = 10'1 I /// 20 10 O 20 40 6D CONTROLLER(OP/GNTRL CENTER) W ALARM BEACON 4 REMOTE AIR GOMPRE55OR DATED: DEGEMBER 29,2011 ENGINEER: J.U/6 FUEL TANKS = 10'-0' I s GRAPHIC, 56ALE I" = 20'-O" AUDIBLE HORN ALARM(LOCATED REMOTELY AS SHOWN) LOCATION FOR OWT5 15 APPROXIMATE. VERIFY K.U/G UTILITIES= 5'-0" I 1 1 PROVIDE: WITH OWNER PRIOR TO INSTALLATION. REGZJIREMENT PER TABLE 5: c• L.ROAD STORM DRAINS = 20'-O � I / MINIMUM LEACHING SYSTEM FOR 5 -6 BEDROOM RESIDENTIAL PROJECT T. "�„0.A M.ON-51TE STORM ORAIN5= 10'-0" \ 1 °� •• 2 U/6 ELEG GND FROM AERATION CHAMBER(A.0 TO OPS { 4z' •• . •PROVIDE CONVENIENCE 6FI RECEPTACLE MINIMUM LEAGHING SYSTEM(400 5Q FT 51DEWALL AREA) F �� X / 2 U/G VENT GND FROM PRE TANK(P.TJ TO HOUSE STACK N.CATCH BA51N5 MON-LEAGHING) = 5-0 �. I ,I NEARBY CONTROL PNL 05ABV FIN.GRD MIN) MINIMUM 50%EXPANDED SYSTEM(300 SQ.FT.SIDEWALL AREA) < O.SANITARY LEACHING POOL = 9>'-0" ` I II •• OR CONVENIENCE REGEPTAGLE NEARBY CONTROL PANEL /• 44 PROVIDE 20 AMP SERVICE FROM MAIN P.SEPTIC TANK,PUMP 5TA OR M.H. = 5'-O" 1 I Irn I \ � I • MAINTAIN REQUIRED SEPARATION DISTANCES THIS DWG �:�`,�! l� CY_ Q.PROPERTY LINES = 5TA I A I ` / • MAINTAIN GRADE 5'BEYOND ETU,THEN TAPER DOWN TO ELECTRICAL PANEL IN DWELLING. } ` } ui A l / WOLF 5EE DETAILS ON DW6 No.3 1,. r 1 r�1 R.SWIMMING POOL = 20-0' 40 I � / / ANNE WAL5H PROP/EXIST GRADE AT A RATE OF 1:3 SANITARY LEACHING POOL DESIGN: �' 5.TOP OF EMBANKMENT OR STEEP SLOPE If rnl WOLF 56TM N0,1000-40-1.0-11.0 • SEE DETAIL,DWG No.3 ti I 1 Ex.U.P. 42 LAURENGE L056ALZO LEAGHING SYSTEM FLOW REQUIREMENT: (15%SLOPE OR GREATER) _ 25'1 _ / ! ' ` I / •° / \43TB / S,-'TM No.1000-40-1.0-15.0 63411 NORTH RD 400 SOFT LEAGHING AREA/25.0'5Q.FTJVERT FT= Ib VERT FT REG']? T.BLUFF = 65'-0" 40p05 I / / / DEVELOPED „ 1 / a / / PUBLIC WATER U.DECK/RAMP = 5-O �. ! 63345 NORTH RD O O ED LEAGHING FIELD p 5 EQ / t I / / ,\ 40 VACANT (2)b'�x b'EFF.DP LEAGHING POOL U5E: FOA✓D / \ ` 11 / / / /// / 38 11� • LOCATION FOR 50%EXPAN51ON SHOWN NOTE TO GONTRAGTOR: (2) b'(P x b' EFF. DEPTH LEAGHING POOLS / • MAINTAIN SEPARATION DISTANCES,TH15 DWG • PROVIDE A TOTAL OF TI CU.YO5 OF RATEABLE 501L... MIN. LEACHING AREA REGO' = 400 50.FT.OF 51DEWALL LEACHING AREA JEFFREY T. BUTLER, P.E. ' \I 36 a� MAINTAIN 5%GRADE OVR 20'BEYOND SAN.LEACHING •• PROVIDE 46 GU.YD5 OF RATEABLE 501L(SW OR 5P PER A5TM SIDE WALL LEACHING AREA PROVIDED = 400 5.F ABANDONMENT BY REMOVAL: I \I /` / // // ��oJ FOUND COMPONENTS,THEN TAPER ON 70 PROP/EXIST GRADE STANDARDS) FOR THE PURPOSE OF REPLACING UNSUITABLE UPON 50 X EXISTING SYSTEM TO BE ABANDONED BY REMOVING ALL RESIDUAL I 1 ��' / / PIPE SEE DETAILS ON DWG No.2 SOILS WITHIN THE PROP05ED SANITARY LEAGHING POOL 6 NIDE -- %EXPAN51ON INSTALL AN ADDITIONAL: -1 5EWA6E WASTES BY A LICENSED WASTE HAULER,REMOVING THE I �4' � // / /34 COLLARS. fU 8'� x b EFF,DEPTH LEACHING POOL / z / / 2\ COMPONENTS AND PIPING: MIN. LEAGHING AREA REGO' = boo SOFT.OF 51DEKALL LEACHING AREA {- EGRAVE:L NTIRE MATE (SAND PROPERLY COMPACTITH NG.LE SAND AND I I {' ` } / // // /\ 32 \Na DISTRIBUTION POOL: •• STANDARDS) FOR EPURP05ELOF REPLACE 501L(5H ING UNSUITABLE R 5P PER 4 SIDE- HALL LEACHING AREA 70 BE PROVIDED UPON EXPAN51ON = boo 5.F 40 \\ \ /, ``, 453, / / / • I -4'� PRE-CAST DISTRIBUTION POOL,SEE DTL ON ONO Not 17- SOILS WITHIN THE PROPOSED STORM DRAINAGE LEACHING POOL O -7 / • USE ENOCAP LEVELING DEVICES(TYPICAL) 2'WIDE COLLARS. SEE DRAWING No.1 FOR SANITARY STRUCTURE/COMPONENT DETAILS 1.1- 4 2 // / / / V� • MAINTAIN SEPARATION DISTANCES,TH15 DWG . 51TE 15 FILL NEUTRAL. PROPOSED FILL/GRADING OVER THE O }- SITE :PLAN c I _ \y ,/ / o�qj2 PIPING: SANITARY SYSTEM WILL UTILIZE EXGAVATED MATERIAL D15PLAGED z Sr QAO I -_ d^ / / / \ 4 SDR 35 TRANSPORT PIPE(TYPICAL,U.O.W DUE TO INSTALLATION OF SANITARY AND STORM WATER NOTE: O 't d' 3 EXIS .TING CONDITION / DEMO 4a \ • 38 / COMPONENTS. = Q Q �-� o / FOR SANITARY PROFILE,SEE DWG No.2 •THESE PLANS ARE DESIGNED TO COMPLY WITH... I H W f 9> 3CD 6 EL.49.0' O.O W } I / / Ex,UP. •UNOFFICIAL COMPILATION OF CODES RULES AND REGULATION OF THE%'TATE OF NEW •° /! 3 #437 3 2�° BRN TOPSOIL) YORK TER I.PART 15.STANDARDS FOR 4 K TITLE 10 DEPARTMENT OF HEATH CHAP I R � � � Z / I I a ^� / SILTY SAND,FINE, INDIVIDUAL ON51TE WATER SUPPLY AND INDIVIDUAL ON51TE WA5TEWATEfR TREATMENT l Z Z O �/ I cA �� Q a 2.0 SYSTEMS.APPENDIX 15-A F-� Q 42 _ \ ' I `� F_a a \� / /° a ° • o�a GRAVEL(5M) BLW 6RD 5.C,D.H.S. 'STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE Q•i W Q < CL 40 20 O 40 80 120 \ // l ` O / I0` 0 Lu o o EL.41.0 Q I- I GRAPHIC, 5.:ALE 1" = 40'-O" / I to SO , z p DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES-DATED 12-2q-21011. CL \1 -' ��I ��' �� �°x` a . $RN/Lr BRN,$RN Q Q < !� � �T_ ° a SILTY SAND,5APD, W Q N/0/F U Y'i' •� • , as w m SILTY SAND, M--� W_ Z Z _ JOLYON F.STERN Q FINE/MED TO 4.0' po EL.45.0 FINE/FINE (5M,% BLW Z 6303 1000-40-1.0-13.0RD / o m �3 I Lu O 5EPARATI ON D 15TANGE42 x. ��� /o eP a ° _� B SILTY 5AND, - #, - N REQUIREMENT5 FOR DEVELOPED / S a° rT1 ((1 PUBLIC WATER 4O '/ ' p 0 d 3 FINE GRAVEL #--# Z v (v 1 38 �P a / o E- EL.41.0 (5M) BLW GRD Lf� SANITARY LEACHING / �\ fie\ STRUCTURES (RESIDENTI� 36 T� ,�vp ���� • �� o o � R MINIMUM HORIZONTAL SEPARATION DISTANCES: 36 \`- `` ���Y' • °rv.� x o BRN/LT BRN 51L71' SCDHS REF. No. J �- A. BUILDING W/CELLAR= 10'-0" ,�j° ° m t1 I o 5AND/5AND,FIN=, IOD, LEGEND: REWORKED CONTOUR ••••.....6........• B. BUILDING ON SLAB= 10'1 / V J QQcc z &RAVEL(5M,5N) OLL G. PORCHES,DEGK5,HOUSE OVERHANGS, STORM DRAINAGE 34-- F a\e - N�� Xe • Q - Q EL.39.0 BLW PROPERTY LINE EXISTING CONTOUR 6 -- CANTILEVERS,ETG = 5'-0" \\ �� LT BRN 5AND, ^ � M CALCULATION : o� oo ��' PROPOSED GONrouR-� D. WATER LINES = 10-0 05 5. Q.1 MED/FINE TRACE 12.0' PROP SANITARY PIPE ss ss E. SURFACE WATER(WETLANDS) = 100'-0" VOLUME= AREA x RAINFALL x COEFFICIENT oU nO+ `�. �� Vp OF GRAVEL(5N) EXISTING SPOT ELEVATION x6.0 Z - `�0 , DEVELOPED PROPERTIES EL.31.0' BLW F. PUBLIC WELL = 200-0 RAINFALL = 2.0" = 0.161' ��n �� ajo\/p�� ° 6REATER THAN 150 L.F. EX.LP.TANK SUPPLY LINE -us-uo-uo- W 6. PRIVATE WELL = 100'/150' �7,a FROM SUBJECT PROPERTY% LT BRN 5AND, EXISTING SPOT ELEVATION 6.0 m COEFFICIENT OF: � H. RET.WALL(WTRPROFF) = 10'-0" •CONCRETE DRIVE/PRKG = 1.0 A�7S v� • PROPOSED 5ANITARY 5Y5TEM MED TO FINE 14.0' EX.U/6 WATER SERVICE W W = Z Q J. U/6 FUEL TANKS= 10'-0" •ROOF AREA = L0 X84 • EL.35.0' (5N) BLW FINISHED FLOOR ELEVATION F.FL.EL. K. U/6 UTILITIES=5'-0" °° Q EXISTING OVERHEAD UTILITY LINE: - - - - AREA OF: EXISTING UTILITY POLE �, v L. ROAD STORM DRAINS OR •ADDITIONAL ROOFED OVER AREA = 1299 S.F. LT BRN 5AND RECHARGE BASINS = 20'-0" •CONCRETE DRIVE/PRKG AREA = t2,356 SOFT. t��� �����1 MED TO FINE, PROP.U/6 ELECTRICAL/COMMUNICATION M. ON-51TE STORM DRAINS OR GrG TRACE OF SERVICE LINES: -uG-urs-ue-- TEST HOLE - DEC 2 3 2021 RECHARGE BASINS= 10'-0 1299 SOFT.x 0.131 x 1.0 = 49.93 GU.FT.(ROOF RUNOFF) �\ �g� GRAVEL(54 200 --'-� f� /� : N. CATCH BASINS,NON-LEAGHING = 10'-0" 12,336 SOFT.x O.Ibl x 1.0 = 399 GU.FT.(P/0 DRIVE/PARKING RUNOFF) \� E� EL.29.0' BPROPOSED SANITARY SYSTEM: LW 6 PROP05ED SANITARY SYSTEM: PA(3E : 0. SAN.LEACHING POOLS= 8'-Q' STORAGE VOLUME REQUIRED = 443.93 CU.FT. G END OF BORING P. PROPERTY LINES = 5'-O" ��P O COVER TO GRADE6RADE „. r Q. TOP OF EMBANKMENT OR STEEP SLOPE \ VER BIO COVER TO GRADE r ; USE: NO GROUNDWATER ENCOUNTERED CO4 Q . GONER BLW GRADE (15%SLOPE OR GREATER) = 25'-0° 2 -b'd�x 6.0'H.(6.0'LIQ.DEPTH) 51TE PLAN BASED ON ORIGINAL SURVEY BY: HIGHEST EXPECTED GROUNDWATER® EL 3334 R. $CUFF =65'-D" INTERCONNECT POOLS A5 SHOWN NATHAN TAFT GORWIN,LAND SURVEYOR FUJI GLEAN USA LEACHING EXPANSION 5. SEPTIC TANK,PUMP 5TA, STORAGE VOLUME PROVIDED = 506.33 GU.FT. 1536 MAIN ROAD TEST HOLE DATA ENHANCED TREATMENT UNIT(ETU) POOL /� POOL ' GREASE TRAROR MANHOLE = 13'-0" JAME5PORT,NY 11941 / 1 T. SWIMMING POOL =20'1" 5TORAGE VOL. REQUIRED: 144q CU.FT. SURVEYED: MAY 11,2004 BY: J.R.HOLZMAGHER,PE.,LLC, 1\P �/ EXP ` U. DECK/RAMP = 5'1 5TORAGE VOL. PROVIDED: ±5Ob GUPT. LAST UPDATED: OCT.20,201b ON 06-17-201 -/ 500H5 APPROVAL AREA: of 5 SCDHS SET I I FIN15HED GRADE LEACHING POOL INSTALLATION AND CONSTRUCTION CRITERIA: " " 2X4 WOOD FRAME CONCRETE z � I.FOR AREAS ON SAND AND GRAVEL,THE DESIGN OF THE LEACHING POOL STAKEWOVEN WIRE FENCE (MIN. SYMBOL: DOVER 2 N SHALL BE BASED UPNON A MAXIMUM LEACHING RATE OF 1.5 GALLONS OF -� 14 1/2 6AU6E W/MAX. 6" MESH 5PAGING) N SEWAGE PER DAY PER S.F.OF 51DEWALL AREA. to 2.LEACHING POOLS ARE TO BE GON5TRUGTED OF PRECAST REINFORCED 3� FABRIC CONHIA 20° j\ CONCRETE(OR EQUAL)LEACHING 5TRUGTURE5,SOLID DOMES WR SLABS. ] -� - ro 36" MIN. LENGTH FENCE P05T5 CHIMIN \ \ 3.LEACHING POOLS SHALL BE A MINIMUM OF VIN OUTSIDE DIAMETER 10' MAX. G. TO G.4.ACGE55 OPENINGS WITH A MIN.DIA.OF 20"SHALL BE PROVIDED FOR EACH �� �� DRIVEN MIN. I6" INTO GROUND. POOL./// 5.ALL GONERS,WHEN NOT REQUIRED TO BE BROUGHT TO GRADE,SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL).COVERS OVER 3'N ARE NOT � z = - o77-7� M ® PERMITTEDDROP INLET =1111A ® _ _ WITH GATE - IaP ® FRAME o0 6 FILTER Ye ® o Q q �- ( HEIGHT OF I6 MIN. �� ,( BURIED FABRIC - O� 117, co z 3'MIN. LL 5 MIN. � 1i � 11 1 � i X <V11 COLLAR w COLLAR nd 73 Zrn PERSPECTIVE VIEW WOVEN WIRE FENCE (MIN. 14!'2 3 �36" MIN. FENCE P05T 5" THICK REINFORGED CONCRETE GATHER EXGE55 GAUGE W/ MAX. 6" ME5H o C ONSTRUGTION SPEGIFIGATIONS TRAFFIC BEARING SLAB AT GORNER5 I 3 SPA( W/FILTER CLOTH � rn I. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE P05T5 WITH WIRE TIES N \ ® 1 �/ OR STAPLES.POSTS SHALL BE 5TEEL EITHER 3 "T"OR'U"TYPE OR HARDWOOD. ©® EXISTING GONG. PAVED DRIVE / 2. FILTER CLOTH TO BE TO BE FASTENED -�_ UNDISTURBED �; o PARKING AREA (TYP) FLOW z z E SECURELY TO WOVEN WIRE FENGE WITH TIES N 'x 24" DIAMETER GROUND o \\ a GON5TRUGTION 5PEGIFIGATION5 SPACED EVERY 24"AT TOP AND MID SECTION. Z X, - g� CAST IRON INLET - GOMPAGTED 501L - �- , 1 FENCE SHALL BE WOVEN WIRE,121/2 GAUGE, o LZ ` -/Te-77 -/ '/�-. -/ / -/ GRATE 4 FRAME - I.FILTER FASRIG SHALL HAVE AN EDS OF 40-65.BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. 3 MIN TO � I „ I `�� - �- ->._��,=�-'? �_.>-_-��-�?-�='-`�>�� "�>; `�>-{`'-�-' b MAXIMUM MESH OPENING. EMBED FILTER CLOTH 3 2.GUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEM STAKE. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN RECORDED m ' 3.5TAKE MATERIALS WILL BE STANDARD 2"x 4"WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. EACH OTHER THEY SHALL BE OVER-LAPPED A MIN. OF 6" IN GROUND. GROUND WATER � Q-" z o¢�+ 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 15 INCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE BRIDGED BY SIX INCHES AND FOLDED. FILTER CLOTH < PREGA5T CONCRETE i:Z \ WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. SHALL BE EITHER FILTER X,MIRAFI IOOX, 5EGTION VIEW COLLAR DEPTH - e , CHIMNEY / 5.FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND 13AGKFIII ED.IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 5TABILINKA TI40N,OR APPROVED EQUAL. (BACKFILL TO BE GLEAN SAND w,n e'.. rea b.A 2 x WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC,FOR OVER FLOW STABILITY. 4. PREFABRICATED UNITS SHALL BE 6EOFAB,EWIROFENGE,OR APPROVED EQUIVALENT. AND GRAVEL) z z¢ 5. MAINTENANCE SHALL BE PERFORMED A5 NEEDED AND MATERIAL REMOVED WHEN D - o MAXIMUM IMAGE AREA I ACRE "BULGE5"DEVELOP IN THE 51LT FENCE. �?n - ELEVATION - ® ® ® ® b' DIAMETER x 4' DEEPL U.S. DEPARTMENT OF A6RIGULTURE FILTER FABRIC TYPICAL _ \ ® ® ® ® NATURAL RE50URGE5 CONSERVATION 5ERVIGE U.S. DEPARTMENT OF A6RIGULTURE o°� PRECAST CONCRETE �r o_ DROP INLET SILT' as IS" TRAFFIC NEW YQRK STATE DEPARTMENT OF ENVIRONMENTAL GON5ERVATION NATURAL RE50URGE5 GON5ERVATION 5ERVIGE T - ` a°ogp�o ® ® ® ® �LEACHING RING. �°, BEARING DRAINAGE PIPE. NEW YORK STATE 501L WATER CONSERVATION GOMMITTEE PROTECTION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCE SANITARY_ LEACHING POOL (LP) ® ® Eg NEW YORK STATE 501L 8 WATER GON5ERVATION COMMITTEE d o�a°a � 90°"o 00 (STORM DRAIN INTERCONNEGTION) NOT TO SCALE I °$b11- e °`P I "p° 11- 0 po DOSIS° I P o"o- ® ® ® ® oa - ® ® D p° NOTE: -Hid °°oa + I. ALL DRAINAGE 5TRUGTURE5 SHALL BE PLCEO NOTES: PROVIDE COVERS: ® ® o°o o o° IN AGGEPTABLE LEACHING SOILS A5 APPROVED • I. PIPE JOINTS TO BE 5EALED W/ �t -I oo a a e m ASPHALTIC MATERIAL OR.EQUAL. WHEN REQUIRED TO BE SET AT FINISHED GRADE ® ® o•°° °o� I BY THE TOWN ENGINEER IN THE EVENT POO USE: yob°��p • 2.USE ENDGAP TYPE LEVELING HEAVY DUTY,WATERTIGHT,INSECT-PROOF I •oo a go va II LEAGHIN6 MATERIAL 15 ENCOUNTERED, DEVICES(TYPICAL) i EXCAVATION 15 TO BE GONTINUED TO 5UITABLE ADJU5TABL'E AND LOGKING CAST IRON FRAME d . CSJ Pooe o9 DOVER(CAMPBELL 102 C OR APPROVED EQUAL) ` GLEAN SAND 4 o o°a MATERIAL AND 13AGK FILLED A5 DETAILED. FINISHED GRADE oa 9a GRAVEL FILL. o Oke 0- °oa 0 oa o Oo MN Z Q ���,�� °�0`Dp°a� \j\. oo°o°o°oma oo''ooao ° o qS° o_ , O°°8a BAFFLE REQUIRED 1F T = N GROUND WATER _ - - - _ � - _ _ d o�o�so` __.- GLEAN SAND 8 h INLET PITCH EXCEEDS -- GRAVEL FILL. �/ \Q `O Y"PER FOOT-\ 2'-0" Min. S'-0" Diameter 2'-0" Min. 4"�SDR 35 PIPE, a a MIN.SLOPE=Yb"/LIN FT 3 Q ALL OUTLET PIPES SET®SAME X INVERT ELEVATION � X Z W Typical Section @ Storm Drainage Leaching Pool O 2"U/G PVG VENT, O N 5GGile: NTS TIE INTO HOUSE EXISTING m < 5 BEDROOM DWLG r"� OUTLET(5) FIN IFL.EL.56.6' Q W • INLET(5) VENT STACK O � 4"(P 5DR 35 PIPE, MIN.SLOPE=Ye"/LIN FT p ALL INLET5 PIPE5 5ET® MAINTAIN GRADE= O MAINTAIN GRADE OVER ETU FROM THE EDGE OF = O SAME INVERT ELEVATION BACKFILL SAND OR THE COMPONENT FOR 5 LINEAR FEET. trT1 l(1 N THEN DROP GRADE AT A RATE OF 3 TO I UNTIL PEA GRAIVEL(12"MIN) TAPER MEETS NATURAL GRADE. PROPOSED GRADE®FACE OF DWELLING = EL. X54.0' PROVIDE GONERS: (16'MIN GRD GVR OVR OUTLET PIPE) �T TYP. PRE-CAST DISTR •ALL THERMOPLASTIC COVERS MUST BE SET AT FINISHED GRADE SEE DETAIL(THIS DWG) w AND MUST BE LOCKING,WATERTIGHT,IN5EGT-PROOF,FLAT,SKID W W PROOF AND BE APPROVED FOR SEWAGE USE h+•1 7 TO SCALE •IF A RI5ER COVER WEI6H5 LE55 THAN bO L65 A SECONDARY PROP.G.O. F-y SAFETY LID OF DEVICE SHALL BE PROVIDED. \j\\j \ ENGINEER: MEN REQUIRED PROVIDE RTO BE SET AT FINI5HED GRADE USE: EXIST.GRADE OVER ETU®EL. 152.0 (015TRIBUTION POOL)CAST IRON COVERS -LOCKING,WATERTIGHT, 24' IB" IS" �\ ` \\\�\�\\/\\//\\\//\\//\\//\\\ NOTE TO INSTALLER: MANHOLE MANHOLE MANHOLE \. IN5EGT-PROOF,FLAT,SKID PROOF AND BE APPROVED FOR SEWAGE USE �i /;//`//\//\//\//\//\//i�i /\/\%/\/i /` ti`•� PROVIDE 46 GUBIG YARDS OF RATEABLE SOIL WHEN NOT REQUIRED TO BE SET AT FINISHED GRADE USE: \!\!\ :� / /\\// / ';\� '/ ,. T. (DEFINED A5 5P OR 5W BY ASTM STANDARDS) /'/ /// / / // // ;! !�\ / '� /j /i / / �� (ALL LEAGHING POOL5) PRECAST REINF.CONCRETE COVER(OR EQUAL) EXIST.GRADE \/\. /\ \,i\\ \/\, \- \ \i \/\/\/ T.O.UNIT / \ \, OVER DB® EL. *;705 /\//\�/��\\ \\\ `�\/\ EL,50.0 \, \ T.O. : EL.49.63'`/ /�/ / /\i ,/\/ /\/\/\ \,\ ' \' \ \/\/\/\/\ LE.® DWLG. r •• . Ell- MAINTAIN 5%GRADE: / / /`/'/ '/i'/ /:/ / / r >/\ \a „ v `>\\i\\i\\i\\i\\i\\i\\i\\i\\' -• A MAXIMUM 5%SHALL BE MAINTAINED FOR A MINIMUM OF 20' / /\`j \\%� \\j ----- B.O.SLAB: EL.495�'/�j\\j\\\//\/\\��\X\\j\\ ////\\/ \ \/�/\ \� v/\\i/ ��j 4"41 5DR 35 PIPE, /� = EL.51.04' m i ' W HORIZONTALLY FROM THE NEAREST EDGE OF THE LEACHING /�y/\ -7/7�'/\//.'//' DWELLING TO ETU,26.0 LIN.FT. \ ZN D Z EL.41.0' 00 LPOOLS EAGHATEF�HfROUGH THE TOE OR EDGE ORE TAPERING OFF TO EF THE SLOPE NT SEEPAGE OF THE / \\//\\//\\ \\ \\//\\ \\//\\//\\ � \/% o DISTRIBUTION POOL \�\%i\ \\ \ \\/\\\�j\\ \//\ \ \/ /\i\ MINIMUM SLOPE =,V4"/LIN _ „_ / \ 26.0 LG xY,- 6.5 OS4 MIN SLOPE•�\ C> _ i„ 3 (EQUATES TO MAXIMUM DROP OF 12 OVER 20'.HORIZONTAL) / / / / / / / / / \ ✓ BRN TOP501L SILTY SAND,FINE, /�/\\/\/ / , \/\/\/\/\//\/\/\/\/�\/\/\ - \,\\i`= EL.4bb' `\\i i, GRAVEL(5M) 20' EX.GRADE 5HOWN EXIST.GRADE OVER LEAGHING SYS VARIES T.O.GONG GVR /,/ /\'\\/\/1\�/\\//\\//\\//\\//\\//\\//���\/\\/\\\//\// / /' - 4"�SDR 35 PIPE / /,EL.4q.0',�//. JEFFRE T. BUTLER, PE. EL.41.0 ® EL.46.0' \ �%�/ / %/\�/\�/\//\�%/\�/\//\//\�/ //�/�\/\'' / \/\ ' FROM ETU TO DP, / BLW GRD 0 EL. ±41.0 EL. ±41.0 (SHOWN) i50.0 d ±53.0 (EXP) r '/ / / / / / / /\/` / / /\/\/ /\/ '% //'/.% B•475 //\//,// ., ., , ,, ,, \X\>/,\x I.E.® DP = 8.08 LIN.FT. FUJI BRN/LT BRM,BRN /./,% :/,�/\//\// ;! '/; /\//\!•\//\//\//\//\//�'/�/ /\//\/ f\//\//\//\//\//.'.i /i /, /. . \\/\\/\\/\\/\\/\\/\\/\\/\ \\: \ /'/ //•//�//\ B.O.POOL MIN.SLOPE =Y8'/LIN FT X ENHANCED \'\`'\` \\ \\ \\ /\�:\� .\` \\j\\j\�i\\/\\/\\iii\�/\\/ ,\\/\\/\\/\\/\\/ y\ i\/T.O;SLAB: EL,45.61.^\/\/\/\/\/\/\/\/ \\ \\ \\ \\ \\ \ \ \` \ \ ,\ EL.41 \ \ \ \ \ SILTY SAND,SAND, /////�/////;/:/ .// j /'// // // // // // .-/ /j // ��// // // / //\/ / ,/ // / // /i.</i. ///�'\//\//\//\//\�/`/ /\//./////j///�// ///\//j///\//j///�%j\//\//�///// ; ® EL.41.0 8.08'L6 x Ye" = LOI" _ �/% TREATMENT SILTY SAND, `\i\\ \\%\\i;;i' \\� ,\\\\\\\\\\\\\\\\\\\\ „� \ \ \ \ \. \ \'B.D.SLAB: EL.45.17 ' \/\/\\ \ \` \'M N\'\\'\\\\\\\\\\\ \�\\\\\%\\\\\%\\\\\ \\\\\\\`''; N N O.Ob'MIN SLOPE \/\� j, \\\\. / / // /ij/\/\/\// //.�/i;//\// // j >\ \ \\ \ \/ .\/i \ / // // / O.INV.EL. //\ UNIT(ETU) /\//\/ � O FINE/MED TO 4.0' //\\/\\/\ \ v./ ./ :;� /\//\\�/� v \i\/ \, \ \\/\\/\\/\\/\\/\\/\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/� ®41.33, �' ;\\ \\� / MODEL EL.45.0 FINE/FINE (5M,54 BLW GRD EL.45.0' \.�\%\;i.; /I\// ://\\//\// o WC, - - - - /\/ ;�fl 1 Ti I r 4"m SDR 35 PIPE I.E.44.84 I I I ✓ FROM DP TO LP //i//�//�//�/moi/moi//�//�//�//i/ p 16.0 LIN.FT. '/\\j/\\j/\\j/\\j/\\j/\\j/\\ \\/\\�\\//\\//\\ \\ B.O.ETU = EL.43.9' NATIVE z (� (WORSE CASE), \\/\\/\\/\\/\\/\\/�./, /�./\\/\\/ NATIVE UNDISTURBED � ' NON-RATEABLE I I I I I �5 BRN SILTY SAND, MIN.SLOPE Yb"/L.F. UNDISTURBED SOIL 3 (� z > > ,I SOIL SHALL NO -RATEABLE ( � „ _ „ _ �,'\\i\;'\\/\\/\\'\\:\\'\\ C) }- W ¢u FINE GRAVEL 16D'Lr xYa 2.0 / SOIL w O u9 < , BE REPLACED W/ I I 501L SHALL t'\ /\\/\r\\/\\/\\/��! _ (� %", i\0.11 MIN SLOPE /\ \ \ \ \ \ m RATEABLE SOIL BE REPLACED W/I v, / / / / / / W �' 0 o rSM) , I I I , ¢ ,i1 PER 5GDH5 RATEABLE 501E I /ice/ /i\/i//i//i�/i//ice/\ v 1- ' Z o REQ'MNTS i LP PER5GDH5 /��/\\/\\'\\/\�\\/\�\\/\ PROPOSED SANITARY RISER DIAGRAM U z o EL.41.0 BLW 6RD `\ \ �i iR LEACHING POOL o REQ'MNTS r' / \/\/\/\/\/\/\\ www z o /,.' PROPOSED 3'W I (I OF 2) I I(5\X ��'///\//�/ ly- OL d m-1 =~ II PROPOSED 3'W �/\ - ,> INNOVATIVE/ALTERNATIVE ON-SITE WASTEWATER TREATMENT SYSTEM O -: ¢ Q GLEAN SAND ] \\ �a �' BRN/LT BRN 51L1Y ;., ;; COLLAR GLEAN SAND r/�:/\\/\\/\\/�\i\\/\\ 5GALE: NONE u=i 5AND/5AND,FINE, \ DOLLAR z w GRAVEL(5M,54 10.0, !r�i\�/i� /!I I ' I ' I ' I ' I ' i ' I ' I I (5P OR 51� . ;���;\ii\� / /\� LU - z EL.3q.0' BLW ORD EL.3q.0' ��/�//i' y q I I I I F/\\,\\/\./\/\\/\\� O N - - - I.1_I ,1. L1, 1 " .1L,L Jam(\j�//� '< NATIVE <,,. ,r�'� HOLE E30RING REQUIREMENTS: LT BRN SAND, v "\' \„\ YPER 5GDH5,STANDARDS FOR APPROVAL OF PLANS AND GONSIRUGTION FOR kb `\UNDI5TURBED :'I , \,\ W z ~ N N MED/FINE TRACE J\ SOIL %\\GLEAN 5AND \\.' j GLEAN 5AND XX/,\ ��E 015PO5AL SYSTEMS FOR OTHER THAN 51NGLE-FAMILY RESIDENCES) V� O / i OF GRAVEL(5W1 \;\ < /\GOLLAR(TYP) �' 80'DIA. \;COLLAR(TYP)- ,/ // EL.31.0' B W6RD \'/; ,,� i�% �i' /%'/%/% a. //"i//%/ %�\%\\/ �QI SUBSOIL AND GROUNDWATER GONDITION5: ~/ ,.\ /,X,, /.. %�/� /////�/�{\/\\,\\; I. TEST HOLE BORINGS m \j\�\ ;'j;l i%` RATEABLE >�i'%\\ 0.POOL,@ E��6�4�i i\//\\//\//-i' %`, % //'//\\//%\/�\\//�\/%\//r\\ \\/\`' THE SOILS IN THE TEST HOLE5BORING5 SHALL BE CLASSIFIED USING THE A5TM N o LT BRN SAND, SOIL >X/\\%\\%\%i %\i\i�%\'\\%\\\/\%/\\!/\\% \\%/ / \%\�TEABLE j\\/N/ ,\ UNIFIED 501L CLASSIFICATION SYSTEM(A5TM D-2481)AS A REFERENCE. THE MED�SFINE 14.0' (5P OR 5W) %�� \ \, %✓`%�%\%\\%\%\�%//\�j�j /,��\ j; /��j� 501E \/�j\\/ TEST HOLES/BORINGS SHALL BE CARRIED TO A DEPTH OF THREE FEET IN SCDHS REF. NO. 111 i/ \j//\\ \i'> % %\\%i%/ OR SW)/\\f WHICHEVER GREATER.EXCE55 OF THE N THE CASE WHERE UNACCEPTABLE SOILL E30TTOM OR NS FEET, Q� 0 EL.35.0 BLW GRD \,:• ; \ \ \' LL X\/X\ \Nj\\j�\/�j\/ \/�` �/j�j\\%\\�\ ;�� `' j\\ i\\ \\�/\\\/;`\\�1 ENCOUNTERED,THE TEST HOLEA30RINO MUST BE CARRIED UNTIL A STRATA OF p z /i 6 MIN PENETRATION www.dignetnycli.com lW /\/\ \ 51X FEET OF GLEAN SAND I5 REACHED(DEFINED AS 5P OR SW BY ASTM .X�/\\j\y INTO A VIRGIN STRATA %\\ ` j\ \\ \:\\,� STANDARDS). or '`' ,/ / / / / , of NSW Y0 CIS' www.call811.com O Q OF SAND AND GRAVEL /\\ j�\%\//\//\\%\i%\�' $��NG I �n (for other states) -7 \\ \\ \,-\\ \ .. \\ \\ \ \ \ \, \\ 5. REMOVAL OF SOILS UNSUITABLE FOR LEACHINGx UN5UITAE3LE SOILS SHALL 13E REMOVED POOLS ('� p yq X- X/i\/'i \% //\\%\%\�' A DIAMETER OF SIX ET GREATER THAN IH E REPLACED WPODL(3 FOOT COLLAR)ITH CLEAN SAND FOR V00-212-��80 81 \\/�\\:\ \\�.\�\ . ?\/%\/\\/\\�/\\/\\�\\� MN MUM SIXNDING DFOOT SONN TTRATUM OIL A DFACCEPTABLE LIG CONNECTION MATERIALT ISN GASES WHERE By law,excavators and contractors working in For safety reasons,honneowners are strongly 1 FLISHED WITH A (l h LT BRN 5AND, GLEAN SAND CAN NOT BE ENCOUNTERED,A DESIGN FOR AN ALTERNATE SEWAGE the five boroughs of Newyork City and Nassau encouraged to call as well when planning any . MED TO FINE, I; / /<\// / / / /��ij./ / DISPOSAL SYSTEM MAY BE REQUIRED IN ACCORDANCE WITH SECTION XXV OF and Suffolk Counties on Long Island must type of digging om their property. TRACE OFcontact Di Net,1-800-272-4480 or 811,at least Homeowners can cantact us direct at • GRAVEL(5W) n/\ \//� \\/\\ \\ \ \\//\\\//\\�\\\//\\ //\\ �� �\/ \\ THESE STANDARDS. g g y 1-800-272-4480 or by calling 811,he ( - 48 hours but no more than 10 working days 4 ✓ ���d ✓� -/�1a (excluding weekends and legal holidays)prior national call before you dig number.For EC Z �� j� to beginning any mechanized digging or excavation work completed on personal 20.0' HIGHEST EXPECTED GROUND WATER @ EL.33 84' /\//\\/�\\/\\/ \ \\ \\ \\/` excavation work to ensure underground lines property,it is the contractors j EL.29.0' BLW GRD NO GROUND WATER ENCOUNTERED®EL 2q.0\(TE5T HOLE)��\\\/\\/\\% are marked.Excavators and contractors can responsibility--NOTthehomeowners-to _- f also submit locate requests online,through contact Dig Net.Having utility lines marked _ { END OF BORING \%/\\%/\\%/�\//\�% ITIC.If you do not currently use ITIC,please prior to digging is free of charge. J \\ \ \\ call 1-800-524-7603 for more information. NO GROUNDWATER ENGOUNTERED of E3 SCDHS SET �I FUJI GLEAN 105A GENT 8� (2) 2x8 x(LENGTH TO SUIT)AGQ TREATMENT CHAMBER Volume( I) Alarm Circuit Breaker HORIZONTAL GRO55 MEMBERS(1YP) SYSTEM MODEL 3,0' 2.T 2.1' 10 5tdimentatton Chamber 3M Float Switch, Pressure Switch, Test/Normal/ MAG BLOWER MODEL FUJI MAG A-aerobic Flltratb Chamber 3qb Test/Normal/Silence Switch Silence Switch USE (4)Y2"(P 6ALV LA6 BOLT IJI M 2-I/2" B 03 /�roblc Contact Filtration chamber 161 W/GALV.WASHER® HEAD VENTILATION SCUM BAFFLE `I Circuit Breaker m .. P EA P05 I/A OWT5 PIPE I ® Sora a Ghanberl CIO ( ) AIR FLOW VOLUME 100 Umin OS NinFection Chamber 6 (Extra component if " "; "" 4 AL PNM TY T Alarm Beacon 8 ALARM 3.5 GFM RECIRCULATION necessary,such as ". 11GFI • Total Volume 1069 � NEMA 4X NORMAL PRESSURE 18 kPa/2.6 psi AIR LIFT PUMP discharge pump) �,• ,' ;: REGEPT • 3 THE CONTROL PANEL RATED VOLTAGE 120V \ DISINFECTION Anaercbtc Media SPECIFIC PT/PE Fill( Rate 32AS �_ e" Pres CYLINDER(OPTIONAL) f"j �•z ' BOX MUST BE PLACED a'„ �,: sure Switch 4x4x8'L6 ACO TIMBER OUTSIDE ON A O Q 5'INLET PIPE � ' FREQUENCY 60 Hz � \ \ , / � � 5"OUTLET PIPE Board r e Aerobic Media PVG/PP/PE FIIII Rata I-T% .�" �� •.,;��.,a��"` . „v. POST,MINIMUM COVER 36" SUITABLE PEDESTAL z � 4 Aerobk Media PP/PE FIIII Rate 55As x `� ¢., BELOW GRADE INGA5ED+IN WITHIN SYSTEM IEN THAO THE irZ A A POURED CONCRETE IN 12 OUTLET PIPE SIZE 13 mm ID(18mm OD) ;- p s 1•� Btower 2B cfm ajar ., r i m DIAMETER 5ONOTUBE. I SERVES.CONTROL m 33/yy' ID(4Y64 OD) `r / Tank FRP ( « r.l;a '' CENTER SHALL BE v PI 1, PVG/PP/PE ;' m ` (TYPICAL) WEIGHT 5.0 kgs MOUNTED 3.5'ABV �u _� FINISHED GRADE(MIN) Acces<Covers Plastic/Gast Iron EFFLUENT � " e OR ABOVE BFE, v I I LBS. AIR LIFT SUMP DtslnFectant(Optional) Chlorine Tcblet5 3. t- WHICHEVER 15 HIGHER. Q INLET BAFFLE O \ POWER CONSUMPTION 1.6 O ,: '?; .:; I/ �'°' •• t / & r- ,, p a- LU kl^h/DAY �� O i FUJI CLEAN USA Q lu AMPERES LIA t = . s` i..: O'e. ' Blocks ENHANCED TREATMENT UNIT ETU . .. Terminal BI GRADE `n POWER GABLE 3 x IS AWG x L8 m(5.q3') FLOW BAFFLE 1/2'AIR INTAKE �s tom)I' ��: RECIRCULATION PIPE .• ' (CLEANING OPENING) t l afl ``•' _ _ 1: i # FLOW OPENING(EYP) $ MODEL CENT ,.; . ._ �. `'l ;( , '�i r ,dt1-\ `,I;i' f I Blower Hardwire MANUFACTURER MADE IN JAPAN BY SCALE:NONE ' ` t~:fi ' I Line FUJI GLEAN USE FOR MODIFICATIONS TO SANITARY SYSTEMS T }'' �r. o r PLAN VIEW .* 3 °�' a °i :I ,r o trii o k 20"d HDPE SECURE HF�Y( 20'�HDPE SECURE COVER BY POLYLOK,TYP. - ! m HEAVY COVER BY Wiring Diagram '`�`.;,*�,.,~;„�� ----- -,.,;�u,...,.,. •",� `< _•._____ � POLYLOI TYP. • •y t'e-,.. :. . fit, 4 F` �: + 'H' FRAI\,[E DTL- Horn n I? ;4 FOR CONTROL PANEL AND GFI RECEPTACLE 24' float Alarm Line 20"m SAFETY SCREEN 5TRUGTURE FOR I/A OWT5 CONTROL PANEL MOUNTING BY POLYLOK,TYP. MANHOLE 20"m SAFETY SCREEN F ,_; G ro u n d i n g BY PoLYLoK,TYP. I,i Watertight t' Block SCALE: NONE 20"d R15ER BY 18' IS' GI'S11NFEGRTION � ; 1 Fittings E. m POLYLOK,TYP. MANHOLE MANHOLE OPTNDER 24" 20"m R15ER BY ( MANHOLE POLYLOK,TYP. ' STOPPER OR 5UITABLE COVER END PLUG TO GRADE Ty FLOW OPENING cQ iy Incoming Air u 1L4,"*,,t,,,,. urva•,»wt� uo. Fm 1-7 Neutral Block Power In Pressure Tubing NOTE: ADDITIONAL GLEAN OUT SHALL I±Lsz_ - BE PROVIDED IN INTERIOR OF BLDG, BOARD TYPE SEWER PIPE NO HOUSE TRAP SHALL BE PROVIDED CONTACT MEDIA 30 ELBOW PER IRC 2015,P3201.4 FIN.GRADE © TYPICAL / i\i\✓r\�\ r \< \%\u<, i� NOTES: RECIRCULATION %�r\�i�%ii is `, ii✓iii`' EXTERIOR 1.FOR GLEANOUT(5) LOGATED IN \ - ® ASSEMBLY TRAFFIC AREAS,PROVIDE WITH COMPACTED 5ELEGT FILL TO GLE,4NOUT NTS. TRAFFIC BEARING FRAME AND COVER. GROUND SURFACE SLOPE 2.FOR USE WITH BUILDING O GRADE TO SHED WATER FROM EXTENNON5/CONNECTIONS. yii\\� i TANK LIDS. m m 60°WE © AEROBIC MEDIA I pl� � / 1/2" MIN.COMPACTE=D CRUSHED F--� STONE BRING STONE TO MID • AERATION ASSEMBLY � SEAM OF TANK COMPACTING FUJI CLEAN GENERAL NOTES: W CrV IN 6-INCH LIFTS. I. THE ET1J SHALL BE INSTALLED PER FUJI GLEAN INSTALLATION REQUIREMENTS AND ANY 1- / ADDITIONAL REQUIREMENTS PER 5GDH5 AND THE DESIGN ENGINEER CONTAINED HEREIN. .V 2. THE DESIGN ENGINEER SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DURING ,� m SECTION A-A VIEW SECTION B-B VIEW 6' DEEP MINIMUM STONE BEDDING SYSTEM START-UP. Q FUJI ETU \-U5E:Y4" -Y2"DIA.STONE,LEVEL TO WITHIN 3. THE OWTS SHALL BE TESTED FOR WATER TIGHTNESS USING A METHOD APPROVED BY THE X /8" (FORE,AFT AND SIDE TO SIDE) MAIIHFAGTURER PRIOR TO ARRIVAL AT THE SITE. w INSTALLATION DETAIL 4. A FUJI GLEAN REPRESENTATIVE SHALL BE PRESENT DURING START-UP. < 5. THE iNGTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER w LL FUJI CLEAN BLOWERS--MAC-SERIES "R" PERFORMANCE CURVES (60 Hz) 5GALE: NONE b. 563 ARTICLE VII (SEPTIC INDUSTRY BUSINESSES) AND ENDORSEMENT J (INNOVATIVE AND O Z ALTEPNATIVE TREATMENT SYSTEM INSTALLER) THROUGH THE SUFFOLK GOIUNTY 280 DEPARTMENT OF LABOR. LICENSING AND CONSUMER AFFAIRS,PURSUANT TO SUFFOLK L/Min INDOOR5 �T OO! OWT5 CONTROL PANEL GROUND COUNTY CODE,563-1q(II)(J). < O q.8 GFM (IN NEMA 4X ENGLOWRE) LUG 1. THE OWTS INSTALLER SHALL REGISTER THE OWT5 WITH THE 5GDH5 USING [DOCUMENTS 2 #12,#12G IN I PROVIDED BY THE DESIGN ENGINEER. (� MAG200R BUILDING SCHEDULE 80 N 4 ETD 5 6 G 2`� POWER PANEL PV CONDUIT 8. THE OWNER SHALL EXECUTE AND MAINTAIN AN OPERATION AND MAINTENANCE AGREEMENT C� L/Min NO FIELD WITH All AUTHORIZED MAINTENANCE PROVIDER. THE AGREEMENT SHALL HAVE A MINIMUM 8.4 GFM PROVIDE 1 #12 1 #12, 2 #18 CONNECTION REINFORGED GONG.SLAB, 3-YEAR SERVICE INTERVAL. O 1-20A, I-POLE, #126 6 xb xl0 WWM q. NO KITCHEN SINK GARBAGE DISPOSER SHALL DISCHARGE TO THE OWTS. _ 200 MA6150R CIRCUIT 20A Q15E CHAIRS) 10. NO VIATER SOFTENER SHALL DISCHARGE TO THE OWTS. (`(� W L/Min BREAKERS IN I #12, I #12, 11. INSTALLATION AND USE OF THE I/A OWT5 MUST CONFORM TO THE DEPARTIMENTS \O l.0 GFM $UILDIN6 #126 #125 APPROVED I/A OWT5 GUIDANCE DOCUMENT PREPARED IN ACCORDANCE V^IITH THE MA6120R POWER PANEL AIR e' A-• 1' _ STANDARDS FOR "APPROVAL AND MANAGEMENT OF INNOVATIVE AND ALTERNATIVE ON J I80 GOPIPR X a cX X SITE HA5TEWATER TREATMENT SYSTEMS." DUPLEX 6FI OUTLET INSTALLED I ' a O L/Min 12. THE UMT SHALL BE VENTED TO THE ROOF OF THE RESIDENCE BEING SERVED. VENT PIPES t _' 6.3 GFM IN WEATHERPROOF ENCLOSURE WP - SHALL EXTEND A MINIMUM OF 6" ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL MAC20OR HAVE A MINIMUM HORIZONTAL SEPARATION OF 12" TO THE SLOPED PORTION OF THE ROOF. 120 L/Min FINISHED GRADE - TYPICAL SLAB DETAIL IN GA5ES WHERE IT 15 NOT PRACTICAL TO VENT THE SYSTEM TO THE RESIDENCE ROOF,A Q 4.2 GFM VENT PIPE MAY BE PIPED TO THE EXTERIOR SIDE OF THE RESIDENCE AND TERMINATES A ENGINEER: MACBOR FUJI CLEAN - ONE LINE DIAGRAM AT ETU BLOWER UNIT MINIKTf OF IS" ABOVE GRADE. THESE VENT PIPES SHALL BE LOCATED A MINIMUM OF 3' SGALE: N.T.5. FROI•t ANY WINDOW OR DOORWAY AND MUST TERMINATE WITH A CARBON FILTER DEVICE. NOTE: PROTECT ALL ABOVE AND BELOW GRADE WIRING, 80 L/Mln ALL VENT PIPES MUST HAVE MINIMUM DIAMETER OF 2". t RUN IN PVG CONDUIT,5GH 40,MINIMUM. 7 J 28 GFM MA66OR NO SCALE 13. ALL ADAPTORS,RISERS,SAFETY SCREENS,AND LIDS SHALL BE MANUFACTURED BY _ PVG WELDED JOINT POLYI.OK OR EQUAL. � 14. DIRECT BURIAL OF ELECTRICAL AND CONTROL WIRES IS PROHIBITED. ALL WIRES SHALL h A t MAC 40R M MANUFACTURER PROVIDED 40 L/Min �_- PUMP BE ENCASED IN 3/4" MIN 56H. 40 PVC CONDUIT. 1.4 GFM MAGbOR ALARM EFFLUENT - FLOAT TANK WAIL CONNECTION ADAPTER 15. THE OMITS INSTALLER SHALL PROVIDE EITHER A 20-AMP CIRCUIT BREAKER INSIDE THE f-11pG60 V150AL BEACON FLOAT PUMP SWITCH 3/4"PVG CONDUIT DWELI_IIyG MAIN ELEGTRIGAL PANEL OR INSTALL ASUB-PANEL IN AN EASILY ACCESSIBLE m MA( �� SWITCH � r' 1. ``` -`D / 71LOCA f ION. N Q ONSITE WASTEWATER AIR LINE I6. INVEF T ELEVATIONS ARE ESTIMATED. THE OWT5 INSTALLER SHALL GONFIRM ELEVATIONS TREATMENT SYSTEM `1, 0 5/0.13 10/1.45 15/2.18 20/2A 25/3.63 30/4/35 35/5.08 PRIOR TO CONSTRUCTION AND NOTIFY THE DESIGN ENGINEER OF ANY DISGREPANGIES. w. I/A5Y5TEM 0 11. THE OWT5 INSTALLER SHALL NOT BACKFILL ANY WORK PRIOR TO INSPECTIONS BY THE . _._._. PRESSURE KPa/PSI GAN ALARM 0 FLEXIBLE COUPLING ENGINEER AND 5GDH5. JEFFREY T. 5L)TLER, P.E. BUTYL SEALANT MANUFACTURER 18. ALL f1ATERIAL,NORKMANSHIP,INSTALLATION PROCEDURES AND MAINTENANCE OF QED RO ND PROVIDED TANK TRAFFICG SHALL BE PERFORMED BY THE OWTS INSTALLER. (� FASTEN PANEL TO CONTROL PANEL THRFAD5 PENETRATION N. OWTS INSTALLER SHALL BE RESPONSIBLE FOR ANY AND ALL MARK OUTS FOR ALL -J PROPOSED 'H'FRAME, NEMA 4X UNDERGROUND UTILITIES AND SERVICES IN THE AREA AND RELOCATE THEM A5 REQUIRED 0 5EE DETAIL,TH15 DWG ASSEMBLY DETAIL THROUGHOUT THE PROJECT PER PREVALENT CODE. ,�•/• F-�-1 ~ IR COMPRESSOR NO SCALE 20. FINAL APPROVAL SHALL NOT BE GRANTED UNTIL ALL THE FOLLOWING REQUIREMENTS ARE � ENCLOSURE WBASE FULFILLED TO THE SATISFACTION OF THE ENGINEER,560PW,AND SGDHS. O 0 V GFI OUTLET 21. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH FEDERAL,STATE,COUNTY rT O /4"PVG 50GxNPT MALE AND LOCAL SAFETY CODES, i-�-1 AIR LINE TO 3/4"NYLON TUBING ADAPTER WITH GASKET Z (Y USE 20A BREAKER 22. NO CONSTRUCTION SHALL COMMENCE UNTIL A PERMIT TO CONSTRUCT A WASTE DISPOSAL TREATMENT TANK AND LOCK WASHER FROM BUILDING PWR PANEL-- R15ER WALL PVG WELDED JOINT SYSrEr'I HAS BEEN ISSUED. 1-4 d 3 LOCK WASHER /2"PVC CONDUIT /4"PVC H05E BARB 23. OWTS INSTALLER TO COMPACT AREAS DISTURBED TO q5°6 PROCTOR DENSITY(36 IN. I--'I O �] POWER LINE TO FLOAT x NPT FITTIN6 BELG',1 GRADE, 12 IN. LIFTS MAX). I t- ID LU ELECTRICAL 24. OWT5 INSTALLER SHALL SUBMIT ALL INSURANCES TO THE OWNER PRIOR TO } AIR LINE FOR ALARM FLOAT WIRE CONDUIT r COMMENCEMENT OF WORK. Z O �PVCDED 3/4"PVG 50GxNPT DETAILT' 25. OWTS INSTALLER WILL BE RESPONSIBLE FOR RESTORATION OF ANY AND ALL DAMAGE TO w Z Z USE I5A BREAKER O MALE ADAPTER COUPLING ANY STRUCTURE OR GRADE A5 REQUIRED BY AGENCIES HAVING JURISDICTION,AT NO ^ LU Q TANK CONNECTION ADDI noNAL COST To THE OWNER. Q ~ (POWER FOR(OMPRESSA NOTE: BUTYL SEALANTJ r NO SCALE Q - - BLOWER MUST BE HAND WIRED PRE55ED AROUND DETAIL 'A' 3/4•PVG 26. OWT INSTALLER SHALL EMPLOY ALL SAFETY MEASURES INCLUDING SHEETING AND - O 11 Q Q < PERIMETER OF SHORING TO PROTECT EXISTING STRUCTURES AND PEDESTRIANS. O MAG 'IOOR II'AIR BLOWER THREADS RISER CONNECTION GONDUI 21. OWTS INSTALLER SHALL VISIT THE SITE,REVIEW ALL CONSTRUCTION DOCUMENTS PRIOR TO Q- O NO SCALE SUBMITTING THE BID. W Q/ � Z o - CONNECTION DETAIL - 6'THK P.G.EQUIPMENT SLAB LW - N 28. OWTS INSTALLER SHALL INFORM THE ENGINEER FOR ANY OMISSIONS AND OR _ CONTROL PANEL AND BLOWER (5EE DETAIL,TH15 DWG) DEFICIENCIES A5 50ON AS THE OWTS INSTALLER BECOMES AWARE OF IT. � LLl # O 2q. OWTS INSTALLER SHALL COORDINATE THE WORK WITH ALL AUTHORITIES HAVING -- - - TO BE MOUNTED ON'H'FRAME OR EQUAL,SEE DTL THIS DWG Z Iv • -••-~-- --- - _ JURISDICTION. NO SCALE �"- �"� 30. OWTS INSTALLER SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS PRIOR TO L(� N '' 4" INLET PIPE PRO`:'IDING BID PROPOSAL. �Q O r - I5ER(TYP) ----=----- -----.•-.---- O a 31. OW75 INSTALLER SHALL BE RESPONSIBLE FOR FIELD FIT AND QUALITY OF WORK (�(� J - -� SATISFACTORY TO 5GDPW,5GDH5,AND THE ENGINEER. NO ALLOWANCE SHALL BE MADE O N O Air Blower shall be: FLEXIBLE i� �� i� �� i� 4"OUTLET PIPE LL a \ \ \ ON Bi_HALF OF ANY ERROR OR NEGLECT ON THE PART OF THE CONTRACTOR ✓ in as close proximity to control panel as possible COUPLING / / / \ 32. OWT5 IIISTALLER SHALL NOTIFY THE 5GDH5 48 HOURS PRIOR TO THE IN5PEGTION. �1 PROPOSED BLOWER ! ( 1 ( I ( 1 ►--� ✓ on a solid (e.g. concrete) pad to minimize vibrations I I I MODEL No.MAC 150RI1/200II ✓ LL C3 in a location above water level j j -�1 j 01 FLEXIBLE www.dignetnyoli.00m Z w ✓ away from grease exhaust fans. �� .� ' I��- --� COUPLING 1], � Of NEW YORK CITY or Alarm Panel shall be: ✓ away from bedroom windows and other locatio s where ` A woroth lrst atom &LONG ISLAND (for other startes) zin a well ventilated area as operational sounds(although minimal) may be nuisance � -7 Q y ' ot O dry and protected from ✓ In a location that allows unencumbelred access for -� 800-272-4480 1 811 elements as possible inspection and maintenance activity ,/ SEE DETAIL "$"FOR By law,excavators and contractors working in For safety reasons,homeowners are strongly ` E ` ` ' i f~ rL-e' In as close of proximity to with proper electrical grounding SEE DETAIL A FOR ,, I P THROUGH TANK the five borouc hs of New York Cit and Nassau encoura ed to call as well when Tannin an Fu iMAC Blower as possible ✓ with wiring and electrical connections made b a licensed THROUGH R15ER CONNECTION 1,_ PI THROUGH pr v g p g Y - F � p g y w PANEL Q CONNECTION DETAILS and Suffolk Counties on Long Island must type of digging on their(property. ✓ wired by qualified electrician. w v c,mtactDigNet,1-800-2724480 or 811,at least Homeowners can contact us directly at =� 43 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the n I. electrician ✓ with no objects on top of electrical cord. (excluding weekends and legal holidays)prior national call before you dig number.For DEC Z 3 2N" ✓ in a location that allows ✓ in a well-ventilated space out of direct sunlight and m to beginning any mechanized digging or excavation work completed on personal I II FLEXIBLE COUPLING MEETING A5TM GQ23 STANDARD BLOWER excavation work to ensure underground lines property,it is the contractoi's unencumbered access for protected from elements such as direct rain or showfall. EQUAL TO FERNGO WITH 5TAINLE55 STEEL BANDS PROPOSED P.G.PAD, are marked.Excavators and contractorscan responsibility--NOT the homeowner's-to :. "-- also submit locate requests online,through contact Di Net.Having utility lines marked - SEE DETAIL THIS DW6 q 9 9 9 Y inspection and maintenance v/ Hardwired to power in states andjurisdictionst at require O SEALANT MEETING A5TMCgg0STANDARDS EQUAL ITIC.If you do not currently use]TIC,please prior to digging is free of charge. _.- activity a hardwired connection. TO GON5EAL(5-101 BUTYL SEALANT call 1-800-524-7603 for more information. i of 5 SGDHS SET