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HomeMy WebLinkAbout1000-31.-12-12 OFFICE LOCATION: ��OF SU(/ry0 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 ® �Q Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date: June 9, 2021 Re: Local Waterfront Coastal Consistency Review for 1420 TRUMANS PATH, LLC SCTM# 1000-31-12-12 En-Consultants on behalf of 1420 TRUMANS PATH, LLC requests a Wetland Permit to demolish existing one-story, 768 sf, single-family dwelling, and construct farther from wetlands a new two- story, 648 sf, single-family dwelling with 12 sf front porch and steps, 302 sf attached deck, and basement entry; remove existing nonconforming septic system, and install new I/A OWTS sanitary system outside Chapter 275 jurisdiction; install a drainage system of drywells to collect and recharge roof runoff; and establish and perpetually maintain a 50' wide non-disturbance buffer adjacent to the freshwater wetland boundary. Located: 1420 Trumans Path, East Marion. SCTM# 1000-31-12-12 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. 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 - i 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 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 ACTIONI VED SCTM# 31 - 12 _ 12 JUN 0 72021 PROJECT NAME 1420 Trumans Path,LLC _ Id Town Planning Board. The Application has been submitted to (check appropriate response): _ Town Board ❑ , Planning,Board❑ Building Dept. ❑ Board of Trustees lv;;�N71 ` 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 assistanccJe.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: VN Nature and extent of action: Demolish existing 1-story,768 sf,single-family dwelling,and construct farther from wetlands a new 2-story,648 sf,single-family dwelling with 12 sf front porch•and steps,362 sf attached deck,and basement entry;remove existing nonconforming septic system,and install new UA OWTS sanitary system outside Chapter 275 jurisdiction; install a drainage system of drywells to collect and recharge roof runoff,and maintain a 50'wide non-disturbance buffer adjacent to the freshwater wetland boundary,all as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,Fdated December 13,2020. ' I C ' i Location of action: 1420 Trumans Path,East Marion Site acreage: 22,511 sf Present land use: Residential,single family dwelling Present zoning classification: R-40 2. Wan application.for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: 1420 Trumans Path,LLC (b) Mailing address: c/o Elizabeth O'Reilly,Member PO Box 544,East Marion,NY 11939 (c) Telephone number: Area Code—elizore@gmail.com (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? NYSDEC(Freshwater wetlands) 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 F-1No ® 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 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 In addition to replacement of an existing dwelling with a smaller dwelling located farther from wetlands,the project design includes a low-nitrogen,I/A sanitary system located outside Chapter 275 jurisdiction,in place of a nonconforming,conventional septic system;a stormwater drainage system to permanently capture and recharge roof runoff;a project limiting fence to temporarily contain runoff and site disturbance during construction; and a 50'wide non-disturbance buffer to permanently set back all developed surface areas and potentially treated lawns at least 50 feet from freshwater wetlands. The project will therefore be consistent with Policy 5 by furthering the goal of protecting and improving the quality of groundwater and the surface waters of Marion Lake. 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 The project seeks to replace an existing 1-story,single-family dwelling and nonconforming septic system with a 2-story,single family dwelling with a smaller footprint,greater wetland setback, and a low-nitrogen,l/A sanitary system Compared to the unexecuted redevelopment project approved hereby the Board of Trustees in 2010 pursuant to Wetlands Permit No 7382,the current design would result in a greater wetland setback(73 versus 68 feet),anew dwelling footprint roughly three times smaller(962 sf versus 2,980 so,almost a quarter of the lot coverage(5 3 versus 18 9 percent),and an UA sanitary system versus a conventional septic system The current design would also result in a dwelling with a smaller footprint and greater wetland setback than the existing dwelling And as additional mitigation,a stormwater drainage system would capture and recharge roof runoff,a project limiting fence would contain runoff and site disturbance during construction,and a 50'wide non-disturbance buffer would be permanently maintained adjacent to the freshwater wetland boundary The project will therefore be consistent with Policy 5 by furthering the goal of protecting and restoring the quality and function of the adjacent freshwater wetland ecosystem of Manon Lake 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 i 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 1 v Attach additional sheets if necessary WORKING COAST POLICIES 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 r 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 1 PREPARED BY ITLECoastal Management Specialist DATE April 26,2021 Robert E. e `ann Amended on 811105 • f 1420 Trumans Path i If� Google Earth ► <r 1 tt � t t t t � t- �, t •t t t � tt � t � � � �tt •t t t � r� t t 1420 TRUMANS PATH LLC, 1420 TRUMANS PATH,EAST MARION a;,f ti3 ' I •mow. ++ - M t� „tom � / C., �' R,• � g a_ Figure 3. Looking west from waterside of existing dwelling toward Marion Lake and adjacent freshwater wetlands. c� SAO j 11 16 r r. + 11 ♦♦ ( Y pj)s� 1 r �E/�� � l� C'��. t � -���'�°<��A•. .�,ids 1 " � Ii' { � 1 AV ' VIM1 k Ilk �t � � � ' �)I SII t�. / i l� � �y �. �'� �'� ���•>���,�,1 r �.� R,�� .r, � � Figure 4. 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S- OAK° y W svF°uI u Ta w�oH.lEd c• eounloEo sEcnor:ro F Nlow E (n2 v. �•• x NO Ix.0 .... ruwui.w ___ ww w ,2,NFl y, TIE o- r�..w ^n ,y , '• m� wa '° 031 - g n�L PRm�ry ra.seN,�N33.. ,�, ,„ • S.C.T.M.# DISTRICT: 1000 SECTION: 31 BLOCK:12 LOT: 12 fVACANT 60' DWELLINGS W/PUBLIC WATER 150' LAND N/F ? / LAND OF OF N/F REINHARDT jW ARIIZUMI & BERRY 13 FRESHWATER WETLAND BOUNDARY I DWELLINGS w DELINEATED 6Y EN-CONSULTANTS ! S W/PUBLIC WATER w I� JUNE 26, 2018 I 660 > r i 146' IN 64°05'40" E 188.68' P35�, 30.96' °05 uPs60p,, 50 ' 0.5' o 0.6'S EL 18.8 1 IP 25t w ! (0 � 0 N REMAINS F WOOD RAIL FENCEI �----..r O�ERHCq o D---_W R� w :a 0) OD ; Posr 4/8 • N 64°05'40" E — 96.13'Uj wI U-1 o �j �,, EL 17.5 tut .p U-1 EL 19.0 ' 15 RIGHT OF WAY DIRT DRIVEWAY EL 19 d'� U.P. F-Z-1 I w -P- ,\ / S`S�g. L W.M. ° I EXISTING "4 E SEPTIC,.-. STK. S 64°05'40" W WOOD RAIL FENCE 100.00' f o DWELLINGS CC II a Y J / ' Et�19.o I W/PUBLIC WATER EL 17.3 EL 17.8 a j 150' !3 72' ' ';:16:1':•:•: j �\QF./ �\� O WOOD ¢� / N Q i x i STEPS •Igz � c,,•.;.;.•.•.•. .• : OJT w 0 15.8'-.= 4 � ,.w G N[�� o`" �� 1 PROVIDE 25 CUYD5 OF RATEABLE SOIL (5W OR 5P PER A5TM PROPERTY LINE VACANT 60' � \ STANDARDS) FOR THE PURPOSE OF REPLACING UNSUITABLE SOILS WITHIN THE PROP05ED STORM DRAINAGE LEAGHIN6 POOL COLLAR. PRINCIPLE YD SETBACK - - - ' ' - `�`3 • 51TE 15 FILL NEUTRAL... PROP05ED FILUGRADING OVER THE SANITARY PROP SANITARY PIPE --ss -� \ �` SYSTEM WILL UTILIZE EXCAVATED MATERIAL DISPLACED DUE TO IN5TALLATION OF SANITARY AND STORM WATER COMPONENTS. DEMOLISHED OB.ECT(TBW --'--------'-- � SZS°S4'2O'IE � SEE 5GDH5 SET, DWG I OF I FOR CALCULATIONS, PROPOSED DESIGN ` PROP.STORM DRAINAGE PIPE --so -so -so - ANDREINN/F OF �t0\ \ ' �j 2 AND REQUIREMENTS FOR REPLACEMENT OF NON-RATEABLE SOILS. PROP U/6 WATER SERVICE -- w w Q" ,> Ex. 15.00 DWELLING (( O PUBLIC, WATER V� c)(0. + UTIL R r EXI5nN6 WATER MAIN POLE MQP05ED EL.11.5' OD'@ 6RADE S- w PROP 5ED MU */�f��,. AREA OF Dwn 15TURBAKE: Pale BroSIIN Sand(5H) SITE EXISTING OVERHEAD UTILITY LINE: - - - - POWER AND GOMNIGATION TAP POLE FOR CONNECTION TO POWER 112,336 sq.ft (0.2b32 ad EL.145' - 3.0' LOCATION PROP.U/6 ELECTRICAL/COMMUNICATION AND COMMUNICATION SERVICES,RUN *� QQ��a \, Brown clayey sand(5C,) SERVICE LINES: Us us U6 u6 UNDER GROUND LINES IN COMMON TRENCH ����P\t, *� p0 �^ PER PROVIOEI2ZS REQUIREMENTS v�1R�� t0 / EL. 115' PROPOSED SANITARY SYSTEM: HYDRO-ALTION <�� 0 0VERTO6RADE AA OWTS (�,�\?T1 S 86°56'00" /* }/ � �`��°������/O ,No Pale Brown Fine lata 6 °0 0• COVER BL W GRADE -;0i PROPOSED + * UNDERGROUND POWER /COMM- LINES OE'<-JTIE� '24.77' �*/ � `' $ � LOCATION MAP: LEACHINGi- EXISTING SPOT ET.EV: x6.0 INSTALL IN COMMON UTILITY TRENCH FV PIPE p01_F +/+g\�\ P� / r' HND N/F of EL IA' - IbS' P001 / �1 POOL \1 (SEE TRENCH DETAIL,DW6$P4) �� x-x-,r ,,_x_i„/4�� �F STEPHANIE S WILLIAM Water 1n NOT TO SCALE 1\P / l EXP j/ EXISTING CONTOUR O 9Fj , R�(`j\\0 PROP05ED NELL O (5P) Brown Fine Sad TO BE REWORKED: Pole y EROSION CONTROL MEASURE: PUBue WATER XIa;B. PROPOSED SITE PLAN 6•• i ...: -.: ;.. / �F PROVIDE 5TABILI2ED CON5TIWTIQN ud •y EL.05' 11.0' TEST HOLE + 1' EXI5TIN6 CONTOUR: F o +/*FND POSTo _ '5 .- e,. ND STK W ENTRANCE,INSTALL PER DETAIL,DW6 5P4 ! SITUATE AT: DATUM: NAVD88 _6- LAND N/F OF */*/ ;�; PROPOSED WATER LINE MODIFICATION. TEST HOLE 1420 TRUMANS PATH EAST MARION,NY ZONING: R-40 H1115HED FLOOR EL.EV F.FL.EL. _ / GON5TR. MAT. - PERFORMED ON. 12-10-2018,&AM TOWN OF 50UTHOLD MEDIUM DENSITY RESIDENCE ARIIZUMI 8 BERRY * STORAGE MODIFY PATH TO MEET NEW DWELLING 'Y /* ',' r'''::= PERFORMED BY: MCDONALD 6EO5CIENGE 6ARA,6E FLOOR ELEV GF-LR = PROP.GONTOUR, DWELLING + / � \ J �� SUFFOLK COUNTY, NEW YORK USE: SEASONAL RE5IDENGE PUBLIC MATER +i PROPOSED PERVIOUS GRAVEL DRIVEWAY GROUNDWATER ENCOUNTERED® R I.O 56TM NO.: 1000-31-12-12 EXISTING UTILITY POLE �� 8 +�*/ 1 $ \ IN PLACE OF EX.DIRT DRIVEWAY HI6HEST EXPECTED 6ROUNDWATER a EL. 134' PROP.SPOT ELEV.: x8.0 /+ • ... .. : */* 9 .: ":.` \ PROPOSED STORM DRAINAGE LEA6HIN6 5Y5. APPLICANT/OWNER: PROPOSED STOW DRAINA6E 5TIMVRE5: 8'OZ'L.D.L.P. 5TORMWATER LEACHING POOL- "5D 5 Dr 1 *'apt•*'-• `��.r � , �:�:�:�:�:.:�•:::' c`F� (VOLUME FOR ROOF RUNOFF ONLY) 1420 TRUMANS PATH LLC / I ( °0 + I �} �`�� D N/F OF SITE DATA: � (5EE DIS.FOR COVER REO'MTS) t, / V� $ �/ /\(t�, / �� •...../GYN � LANE) Q OPEN G101/BR TO GRADE \- +++++ TEST JOHN $ TERRY GOR6A22,511 50-FT. TOTAL LOT© SOLID COVER TO GRADE \ + + + + HOLE 3 ?0-,At _\ \ PUBLIC,LHA ER WETLAND AREA:AREA: 4,286 50.FT.(0.1 �)TO TIE LINES 4 IN SOLID COVER BELOW GRADE 1 +�+ ++++ ++`+++ * x118 I �o/ a EXP BUILDABLE LAND. 18,225 5Q.FT. (0.4282 AC) \�� + +++ 14+++++ ++++++ S\+ \ � � ' �o \ -, / *\\-5 (BUILDABLE LAND = LOT AREA-FRESHWATER BOUNDARY TO WESTERLY PROPERTY LINE) +' t + t t ++t+++ <�\ IlBx P3 I SEPARATION DISTANCE REQUIREh1ENT5 FRESHWATER ` el +�++++12+-++++ + +t + t + + \* \ A��' I \ v FOR STORMWATER LEACHING 5TS�TURE-5 �+4 +A+14+ + + +t + + + + + ��\ / �> a \ �� lr0 LOT COVERAGE: WETLAND BOUIVARY 6+ + + �+ + + tr, �, �q1 DP(O I8Et8 \\ AREA: AND PIPING (RESIDENTIAL): 4' + + + + + + + + + + �� '� sy � � � 5TRLICTURES TO BE S?FMnVF DELINEATED BY + + + +\+ + + \ / \ EX. DWELLING 1168 5Q.FT. HORIZONTALSEPARATION D15TANC.E5 EN-CONSULTANTS ++++ + + + + + + + + + + + + ,� / // \ ETU �, FOR STORM DRAINAGE LEACHING POOLr,Z•. ON JUNE 2b,2015 + + + + + + + + + r + + + + + EX. LOT COVERAGE: 1168 50-FT. (±4 285) + ROP. ?STY 8.42x `� * O, PRDPERTY LINE = 5'MINIMUM I + + + + + + + + + + 6 AC BUILDINGS WITH CELLAR= ID'MINIMUM + * + + + + + + + '( + \+ + + , FR D 6 , O' U q34 \ .� • 1 +o,� + + + +�\ PROP. p O.C�' �� �� PROPOSED STRUCTURES: m BUILDING5 ON 5LAB = V MINIMUM t + + + + + + + + + +- WATER SERVICE LINE/LATERALS/MAINS = 10 �k *\ WD DECK \� �', W/BAS=23. �/ FT LP rr ll . �; � + + -,• F.F1�L.=230 18.4 t� xw.4 + PROPOSED PROP. DWELLING ±648 5Q.FT. (±3.1555) v O + + + � ` + + + + +�\ DEL a 2292 +r 4�' PROP. WOOD DECK 1302 SQ.FT. 01.66%) MINIMUM + ++ ++ + ,. + + + + + + ��� 2 BE" �/ EROSION CONTROL MEASURE: UNDERGROUND UTILITIES= 5 MINIMUM �-� \ \ � +14\ + + + + +\� Ib / /* PROVIDE SILT FENCE BARRIER PROP. FRONT PORCH 112 5Q FT (100695) SANITARY SEPTIC TANK= 20'MINIMUM off' + ++ + + + + + + + + + \ + � 21 � /+ + + INSTALL PER DETAIL,DWS 5P4 PROPOSED LOT COVERAGE: tg62 5Q.FT. (15.28A5)SANITARY LEAGHIN6 POOL = 20'MINIMUM , + 12 PROPOSED 50' t \ �, */*/ w N PUMP STATION= 20'MINIMUM NON-015TURBANGE BUFFER u + + \+ * PROPOSED I/A ON-SITE SANITARY TREATMENT SYS. MANHOLE - 20 MINIMUM �, + + + ` AREA TO REMAIN + \ PRIVATE HIELS = 50'MINIMUM �• s + + 1�* FOR ADDITIONAL INFO SEE DWG 5P2, ,� (Y m + 7 NATURAL AND UNDISTURBED + q �6 1 * */ FOR SANITARY DETAILS SEE DWG SP3 \9 RETAINING WALLS = 10'MINIMUM �, \ + � ; \ � O FUEL STORAGE TANKS(BELOW GROUND) = 20' \ + + + + + + + + + + + + + MIN +++t�+ + + + 1 + Qu + +�+ ' ' ,V\ o �/* PROPOSED PORCH AND STEPS VACANT 60' w in X �\ + + + + + 'Y1 + + + + /*/ W/RAIL TO CODE Y, 3 HORIZONTAL SEPARA710N DISTANCES FQQ `� ST �� +1 ItC +++ +t++ + + +\ ++ + / ` 3 5,s J JJ + + \+- * c0 + 3'x4' AREA: 12 SQ.FT. c� STORM DRAINAGE NON-LEACHING STRLk.TURE5: r�j� 'fes \ cg �X + + + + $ + * \ {�*/ ��� \ ►525°5412011E WATER SERVICE L INESMTES!AL9/MAlhli- 5 MIN \ \0 `� + +�\ + + + + \� * PROPOSED E31LG0 DOOR X Z + 3i + + + + + \ �,,p */ �\N- (BASEMENT ENTRY) t UNDERGROUND UTILITIES = 5 MINIMUM 0 + + ( + + +�+ * P�+/ `� �' �� 15.00 VERTICAL SEPARATION DISTANCES FOS'STORM \y \ + \+ .+ ++ + �\')� +++ + ++ ++++++-+2\+ L� NCti P `� v 3 11� DRAINAGE LItES: C \ re , t + + + + + + + 0c, LAND N/F OF COLOME30 �R ABOSED OOR AREA o�5 v 13 �.x. O d0 „ \ + EI DWELLING N ILI WATER 5ERVICE LINES = 18 MINIMUM O + + +. + + + + + + v;- 1,248 SQFT. UTI! �1 SANITARY WASTE LINES= 18'MINIMUM o +,t + + + + + + + PUBLIC WATER �x /*� 11 POLE O N c�` ` + �+ (PER T.O.SOUTHOL.D DEFINITION) * ,. i O 'p + + + + t PROP. REMOVAL 0 W �+ + + +� + 50 WETLAND OFFSET LINE LAND N/F of / \$a \ `+ + PROPOSED LIMIT OF CLEARING, REMOVE E X WD RAIL PENCE �/� ,:... \� ZONE X + + t + µ 6RADI%AND GROUND DISTURBANCE. REINHARDT •• AN'h'fROX: 181 L6 *� STORM DRAINAGE CALC: _ + e\e� DWELLING o + FAQ PUBLIC WATER EMP" +/*'' ,•'.' �� *�'/ (PROVIDED FOR PROPOSED -- -- \ ✓ b� �N�Ppj 5�O,I*/*/ , :` ✓ 0•`� A PROPOSED SITE PLAN 10 ROOF,DECK,ENTRY 5700P AND STEP'RUNOFF ONLY) ZONE AE ex of �' *� ` ' '. �o O F ��� LU ,� +i* �•t7'�P\ 'i. , Napa o D \ F-+--I W VOLUME = AREA x RAINFALL x GOEFFICII3NT (EL 7) 0 1 „� */ 0 �:;• ,_ P BLDG,DECK,ENTRY 5TOOP AND STEP AREA= 1.012 50-FT. O RAINFALL = 2" =0.167' �-►� 2 77 EXISTING I STORY FRA IE DWELLING COEFFICIENT OF ROOF,DECK,ENTRY STOOP AND 5TH' = ID W \ TO BE DEMOLI5HED AND REMOVED POLE /* "�zh\ +� LAND N/F OF ALL MATERIAL/DEBRIS TO BE HAULED TO " - ' FND PIP El */+ \\. .��;`�: Ery* 20 10 "0 20 40 60 80 .�s. : 'o STEPHANIE 8 WILLIAM E N R. BUILDING ROOF RUNOFF: �Q AN APPROVED UPLAND 51TE GRAPHIC SCALE 1 - 20-0 of d.'' .: �fi x-x-x-x-x "''* '`- DWELLING WROA VIP IP12 5F.x 0.161 x IA = 164 C.UFT. ''jQ...: G�_ ::.': :: *✓" STORA6E VOLUME REWIRED = Ibq QUIT. !(�°� ��J :; ' \ x15 C3 t• / PUBLIC WATER USE: I -8'0 x 5'DEEP LEAGHIN6 POOL(ROOF RUNOFF) :.� .:::.' `r t co STORAGE VOLUME PROVIDED = 211 CUFT. v l p � ' �R ND o FNDo 4 EX.DRIVE 5URFAGE MATERIAL(DIRT)SHALL � ��.� TL CONTAINMENT VOLUME REQUIRED: 164 CU.FT. G*'(�'Mt" PosT o / POST N 8S'56'00`') r' ' 'L ..,:,.'';.1..'}' * xI405iK REMAIN WITHIN ACCESS ROL1 s \� �0 6 'Z� J TL CONTAINMENT VOLUME PROVIDED; 7111 CU.FT. LAND N/F OF �Y � EXISTING DIRT DRIVE WITHIN THE SEE STORM WATER LEAGHIN6 POOL DETAIL,THIS DNS 5\\- \, o LOG. OF EX. SEPTIC SYS 2 , ARI IZUMI 4 BERRY pP-0� p�. * SUBJECT PROPERTY 'FLAG' 5HALL �' c '�0 TO BE ABANDONED PER o BE REMOVED AND REPLACE WITH \K A 34. PUBLICHATER \pR\� D 1 r�GDHS REQ'MNT5, SEE \ �,�` O 0 Q, \ \ 18 BOXED NOTE,THI5 DWG ` zr " / PERVIOUS GRAVEL MATERIAL IN 16 / o ?� ti-:'° ��� \per KIND (AREA: ±354 SQ.FT) 24'0 CAST IRON COVER FLOCKHART 00 ` *� \ 0� Fes' $ + a� JEFFREY T. BUTLER, P.E. ` fes. 0� �,••.? ::'._ �4 \ �� FOUNDRY COMPANY PATTERN NO.61128 OR EQUAL(ADJJ5T TO FINISH GRADE) TEST t \ " LAND N/F OF Q FINAL GRADE FRESHWATER �$$• + r ++++++'\\* HOLE �°.� :: JOHN �W PRLL�cGORGA WETLAND BOUNDARY + +1\ x11.5 ) , Z 2424' d DELINEATED BY ` q� + ++�+++++++++++ �( � \� PUBLIC WATER 1 ' EN-CONSULTANTS + + + 14+ + + + + + �+ `. �•. \ F- ON JUNE 26,2018 '4 I + + + + + !�\ 1Ta b"PIPE DIA.MIN. + t++ +IQ+1+2+' + + + + + + + / k; ��' * 0 Z ISK MIN.(/5 REQUIRED) � . PIPE. I x1° +6 +a + + + .b + t t + t t + 1 '~+ \b� �� O NIGH DENSITY POLYETHYLENE(HDPE) I I `+ +++ ++ + yru+ + + + + \ n.3 \ a\ O - (� I. ID +�+ + + + +� PROP. REMOVAL ^/ O ■ qly 1• H 20 8 THK TRAFFIC t \+ ��2 p • REMOVE EX.WIRE / \ �O� a O < Q ROOF LDI2 CONN=6'0 MIN + + + + + + + + 4 + + \ V , ,, � rt- --► N z > BEARING SLAB 1 I 1 + + + +4+ + + + + \+ + + + + + \ Jnr 6 STOCKADE FENCE *\ 4� �; p!,+" --.j.-=-`. Z - W 4 t \ + + + + `+++ t+++++++++\+ ++ I STY FR DWELLING \ EX1sT1Ns '• APPROX: 136'L6 *\ O C� .��-- = N O } r }- Z +++ ++ ++�. + + + + + + + + o TO 142 �� x16.4 (,pNTOUR TO BE * o ry I ~ 4" - v 1- 1 4' WRAP WITH 601.(MIN) �` \ �+ + + + ' +++t+++ ++�6T + �+ +++,+ ``\�,\ REWORKED xlq.9 ! �1 P R 2QL F-•d NONWOVEN sEOTT:XTILE v ` + + t + + + + + FFL.EL 18b Q•{ LLJ fn Q (FILTER FABRIC) w + + * SET=PROPOSED PLAN, ,f'` k x�i�f1 (F ) �� \\ \`+. + +++++ ++ + + \t + + + + t`\�16 \ / TH15DW6 �T� � W � a- ° �+ + + +++ + + +141 + + + + #\* / +� _T - W � z o Q ALL WAIL SECTIONS , 18 / ;y,...,i,.. 3 MIN I ( 3 MiIN TOPS SHALL BE SET INA `f i `+ \} + + PROPOSED 50 +\\ `� moi* E--N z LU = O _ I BED OF MORTAR 7 ��j +++NON-015TURBANGE BUFFER+ + 16 \ � /* Boars cl_r ._._..__.. ._.v E--a < p F- Q + .+ +\ + AREA TO REMAIN + V O NATURAL AND UNDISTURBED 14 + QpOe'+/ n/ LU : N Z I 8 DIAMETER SELECT GRANULAR SOIL 0 \ 1 + + 4 + + +! + +++ + + ` /+/ Q LX LU - j 1 EXCAVATION AND BACKFILL WITH ACCEPTABLE BACKFILL FOR PERIPHERY o t t t + o� \ +/* SITE PLAN BASED ON ORIGINAL_ SURYEY BY: J LEACHING MATERIAL(SEE NOTE#5) AND BOTTOM LEAGiIN6 N 6ROUM WATER (SEE NOTE s5) + + t + + t + + / ` KENNETH WOYGHUK LAND SURVEYING PLLG O � O � , ttt++ t + 1 + + + + tom+ \* /* * N o m �-0 1 t IO + + + + P.O.BOX 153 � +\++�!t+t + 1 +++++; + t t ++�\\ 14 +/�/"� PROP05ED DEMOLITION AQUE BO6UE,N.Y. IIg31 a LCL O STORMWATER LEACHING POOL \ -0 t + 1 + t t + +•* O \� +\t + + + + \ �i o�61 EX.DhIELLING AND NL000 STEPS TO PHONE: (631)435-1462 4 4 ++ \+t+ 1 + + +++ ++++t ++ + ++++`12\� +,*/�F 0, so�� ••� RE DEMOLI*HEq REMOVED TIONS REFERNAVD8B18 TYPICAL DETAIL z ti + + + + + + + + + + v G� o + + + + + + +\ tz�lC� LAND N/F OF F•+•I (� O+ a + + +; + + + + + W\ COLOMBO DWELLING �- Z NOT TO 5G,41F \ �+ Q++ +++++i+ +++ ++ i� + + PUBLIC WATER www.dignetnycli..com O +\ + + + + I+ + + + or DRAINAGE STRUCTURE NOTES: cf N�il!YGC?<CI11 z + + j t 50 WETLAND OFFSET LINE www.call811.cmm L LEACHING POOLS SHALL BE PREGA`.•T GONG.GEMENT STRUr1l1RE5 A514A PAGTl1RER BY SUFFOLK PRECAST IMG.OR Vt \$O \ \ `++ ++++ +: 8 PROPOSED LIMIT OF GLEAWNG, $LONG AI�h (for other stags) O O Q EQUIVALENT. SHOP DRAWINGS SHALL BE SUBMITTED TO THE TOWN EN61NE ER FOR APPROVAL. W ZONE X 1\+ \e� GRADING AND GROUND DISTURBANCE. 8OO'2�2'�gBO 81 v yq 2. ALL LONG CEMENT USED IN THE MA 1 UFAGTURIN6 OF PRECAST STRUCT.SHALL DEVELOP A MIN GOMPRE551VE - ��` \ ,` STRENGTH OF 4000 P.S.I.IN 28 DAYS. \ 2 B law,excavators and contractors working in For safety reasons,homeowners are stronglyPAGE. EXISTING CONDITION SITE PLAN - y g y ZONE AE \ \ the five boroughs of New York City and Nassau encouraged to call as well when planning any 3. ALL DRAINAGE STRUGT'S SHALL BE PLACED IN ACCEPTABLE LEAGHIN6 SOILS(SP OR 5W1,IN THE EVENT POOR \� � and Suffolk Counties on tong Island must type of digging on their property. AS VE LEACHING MATERIAL 15 ENCOUNTERED,EXCAVATION IS TO 13E CONTINUED TO SUITABLE MATERIAL AND BACK FILLED PROPOSED DEMOLITION contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us idirectly at AS DETAILED. (EL 7) 48 hours but no more than 10 working days 1-800-272-4480 or by callingi 811,the (excluding weekends and legal holidays)prior national call before you dig number,For 4.USE IS'DIA CORRUGATED HIGH DE1�iiTY POLYETHYLENE(HOPE)HEAVY DUTY PIPE FOR IN1I=RGONNEGTION OF ON-SITE STORM WATER LEACHING POOLS ,� USE 6'SDR 35 TO CONNECT DOWNSPOUTS TO DRAINAGE SY5TEM A5 SHOWN. PITCH AT 1/8'PER FOOT MIN. IN `iT to beginning any mechanized digging or excavation work completed on personal (!� 0, V`1 excavation work to ensure underground lines property,it is the contractor's are marked.Excavators and contractors can responsibility--NOT the homeowner's--to ^ DIRECTION OF LEAGHIN6 POOLS.PROVIDE BOOT CONNECTION TO DOWN5PCx1T. W '` 0� \ r'� also submit locate requests online,through contact DigNet.Having utility limes marked SPI A.HDPE PIPE SPECIFICATION(AIA5FIT0 M-244) (� J [TIC.If you do not currently use ITIC,please prior to digging n free of charge. B. INSTALLATION OF HDPE SPECIFICATION(ASTM D-2321) rr Ac°O r�, I \ 20 10 0 20 40 60 80 G.WATER-TIGHT JOINT TESTING call 1-800-524-7603 for more information.5PEG.(ASTM D-3212) V !i D.CASKET SPECIFICATION(ASTM F-417) GRAPHIC SCALE 1' = 20'-0' of 4 TOWN SET SEPARATION DISTANCE REQ'MTS FOR SANITARY SEPTIC TANKS, EL. 115' 00'®GRADE 51 TE PLAN PROPOSED AREA OF 215TURBANGE: SUBJECT PROPERTY CURRENTLY: PROPOSED INNOVATIVE AND ALTERNATIVE I/A 011415. PUMP 5TA OR MANHOLE (RESIDENTIAL): Pale Brown BASED ON ORIGINAL SURVEY BY:EL. 145 112,336 SC�.fI {0.2532 cc) NO UNDERGROUND STORAGE TANKS EX15T MIN.HORIZONTAL 5FARA11ON DISTANCES: L_ROAD STORM DRAINS=20'-0' Silty Sand(5M) KENNETH WOYGHUK LAND SURVEYING, PLLG STORM DRAINAGE SYSTEM: ON-SITE WASTEWATER TREATMENT SITE PLAN A.BUILDING W/CELLAR-10'-0' M.ON-51TE STORMDRAIN5= 10'-0' 3A P.O.BOX 153 �0 51TUATE AT: DATUM: NAVD68 RUG NO STORM DRAINAGE STTURE5 EX15T B.BUILDING ON SLAB=5'-0' N.GATGH BASINS(NON-LEAGFHN6) =5'-O' - ,q�0�,N.Y. IIQ31 ��" ON THIS SITE. NO PROPOSED DRAINAGE 1420 TRUMAN5 PATH EAST MARION, NY ZONING: R-40 G.PORCHE5,DECKS,HO 15E OVERHAV55, 0.5ANITARY L.EACIHNG POOL.=8'-0' Brown clayey sand(5C,) PHONE. (631) 435-1462 �� � TOWN OF SOUTHOLD CANTILEVERS,ETC =5'-0' P.SEPTIC TANK,PUMP 5TA OR M.H.=Y-O' EL.115' - 6.0' SURVEY DATED. OCTOBER 20,2018 VACANT 60' COMPOIENT WILL BE PLACED WITHIN 20 MEDIUM DENSITY RESIDENCE y OF PROPOSED 5ANITARY 5TRUGT11RE5 SUFFOLK COUNTY, NEW YORK USE: SEA50NAL RESIDENCE D.WATER LINES= 10'-0' Q.PROPERTY LINES=5'-0" • ELEVATION5 REFER TO NAVD99 E.SURFACE WATER(WETLAN75) =75'-0' R.SWIMMING POOL=20'-0" Pale Brown Fine Said AND/OR ABSORPTION FIELD SGTM NO.: 1000-31-12-12 ��j, •F :. F.PUBLIC WELL=200'-0' S.TOP OF EMBLUFR16NT OR STEEP SLOPE (SP) �� \ S 25°54'20''E APPLICANT/OWNER: 6.PRIVATE WELL=75'-0' 05:K SLOPE OR GREATER)=25'-0' SANITARY SYSTEM: 1420 TRUMAN5 PATH LLC, { H.RETAINING WALL(14TRPROOF)= 10'-0' T.BLUFF=65'-0" �, ILO - 16.5 `` 15'00 EXISTING SANITARY SYSTEM ON THIS PROPERTY J.U/G FUEL TANKS= 10'-0' U.DEGK�RAMP=5-0 K.U/6 UTILITIES=5'-0' `NO SHALL BE ABANDONED BY REMOVAL. Hater h 5EPARATION DISTANCE REQ'MT5 FOR SANITARY LEACHING °OS Ex Pale Brown Fine Sand UTIL *� � " POLE NOTE TO CONTRA(TOR: STRUCTURES(RESIDENTIAL): (SP) PROP. REMOVAL +�* PROVIDE 25 CU.Y05 OF RATEABLE 501L (514 OR 5P r,. ,,;i•,•,;.,•,i,,• MINIMUM HORIZONTAL SEPARATION 015TANCX5 EL.05' ITA' LAND N/F OF REMOVE EX.WD RAIL FENCE PER ASTM STANDARDS) FOR THE PURPOSE OF REINHARDT APPROXI ±91 LG, *i * 3 REPLAGIN6 UNSUITABLE SOILS WITHIN THE SITE A.EUILDIN5 H/CELLAR=10'-0" .. + :`. :: : ':•xJ9�l" B.BUILDING ON SLAB= 10'-0" 5.5EPTIC TANK,PUMP 5TA,GREASE TEST HOLE DWELLING +f �� .`� +�* O `t PROPOSED SANITARY LEACHING POOL COLLAR. LOCATION G.PORGhES,DECKS,HOUSE OVERHANCfi, TRAP OR MANHOLE=9'-0' PUBLIC, WATER �N *� PERFORMED ON: 12-10-2019,9AM M� F GAxnLRS,ETC,=5'-0' _ cod *�* o �* \ � • 51TE 15 FILL NEUTRAL. PROPOSED FILL/GRADIN6 T.SW SWIMMING POOL =20-0' PERFORMED BY: MCDONALID GEO56IENCE D.WATER LINES= 10'-0* &,TET U.DECK/RAMP=5b' HIGH EPG GROUNDWATER dt EL 134 / poi �I fi */* „. IEEE t.: y �p 1 t�o` 3 EXGAVATEDANITARY SYSTEM HILL MATERIALD 5 LACED TILIZE RUE TO E SURFACE HATER(4ETLMDS)= 100-0X. ii + . F.PUBLIC WELL=200'-0' V.LEAGFNNG GALLEYS: i %� pF�{. � .^,. �* �pON o '2 6.PRIVATE WELL=ICU'/150' 1.6ALLEY TO 6ALLEY- EX. S cS 6°5 '00'x$ ' �� 'i o� INSTALLATION OF SANITARY AND STORM WATER a.LONG SIDE TO LONG SIDE = ' *��* �� \�o+ PSP S 6Q` COMPONENTS. LOCATION H.RET.HALL(WTRPI20FFJ =10'-0 - LIT 1 L �.'�••..:•..•.'�:�... PROPOSED MAP: 4-0MIN 0 24.77' +i* �rF'` * • 5EE 5PI (TOWN 5ET) FOR STORM DRAINAGE CALC5 J.U/6 FUEL TANKS= 10-0 b.SHORT 51DE To SHORT 510E= RD PI POLE: ���\F �(;�` ,;.. '''� zt *� LAND N/F OF 2 BEDROOM SANITARY SYS: NOT TO 56ALE K.U/6 UTILITIES-5'-0 t ✓ 5TEPHANIE s WILLIAM AND RATEABLE 501L REPLAGEMENT REQUIREMENTS 2-0MIN x--x-x-x- * Q 60RGA PROPOSED AEROBIC TREATMENT PLANT L.ROAD STORM DRAINS OR g ..E : �fi x x-/ Q: . ' 2.GALLEY TO GROUNDWATER- REGHAR6E BA51N5= 20'-0' 0 �� :z' *fr DWELLING M.OH-SITE STORM DRAINS OR a.2'EFF.DEPTH= a _:. RECHARGE BASINS= lo'-0 2'TO GRNDWTR MIM :,� _ .. ' � x1` :; PUBLIC WATER ` YDRO-ACTION _ b.>2 EFF.DEPTH= ti.Q..' SITE DATA: .: : `::. 5ET-N-60 ONSITE WASTEWATER TREATMENT PLANT,UNIT INCLUDES: N CATCH BASINS,NON-LFAGHING-101 �' .•°:::;.:;�:; :; "y TOTAL LOT AREA- ±22511 50.FT. 0051bb AG) TO TIE LINES Y TO 6Rt�LMIAM MIN NO :'•.• •'•,,•;;••. ;.•%:," EX.DRIVE SURFACE MATERIAL(DIRT)SHALL • MODEL AN400,GRAVITY SYSTEM O.SAN.LEACHING POOLS =Y-O" , o / FNDo a •• DESIGN FLOW: 450 GPD WETLAND AREA: 4,286 SQ.FT. (O.IOCI AG) (�' POST . ,•• ND 5TK REMAIN WITHIN ACCESS R.O.W. s P.PROPERTY LINES=5-O' 0� AOR o P06T N 86'56 00 '1 '':.:;'`5 ;:�4 \x190 •• MAINTAIN GRADE 5' BEYOND ETU,THEN DROP DOWN 6 A RATE OF 3 TO I BUILDABLE LAND: 19,225 50.FT. (0.4282 AC) Q TOP OF EMBLUFFMENT OR STEEP SLOPE Y3" \ �E < `• ' + EXISTING DIRT DRIVE WITHIN THE .. , (BUILDABLE LAND = LOT AREA-FRESHWATER BOUNDARY TO WE5TERLY PROPERTY LINE) (I5%SLOPE OR GREATER)=25'-0' LAND N/F OF dp 9\�� Wpb' o LOG. OF EX. SEPTIC 5Y5 OPS(OP/GNTRL CENTER) W ALARM BEACON AUDIBLE HORN ALARM(LOG'D REMOTELY,A5 SHOWN) ARIIZUMI 4 BERRY p\)- SUBJECT PROPERTY FLAG SHALL R BLUFF =65-0 �P�'�0 TO BE ABANDONED PER \ �k • PROVIDE: DWELLING \� 1 * BE REMOVED AND REPLACE WITH �: EX. DWELLING flb8 5Q1.FT. PUBLIC, WATER pC�\� o \1S\\BOXED SGDHREQMNT5, 5EE :. \ PERVIOUS GRAVEL MATERIAL IN 2�� U/G ELEG GND FROM DWLG TO REMOTE CONTROL PNLEX. LOT COVERAGE: t-fb8 SQ.FT. (t4.2%) NOTE, THIS DWG . ti .: / \ 6 KIND (AREA: ±354 50.FT) 2 U/G UIG EVENT LEG GNND FROM P.T. O D FROM A.G.TOHOUSE 5TA6K 0 o ::"' ; ti� \ ' GFI CONVENIENCE RECEPTACLE NEARBY CONTROL PNL PROPOSED STRUCTURES. ±648 SQ.FT. (±3.�5�) �o ` �aF F T PROP. DWELLING °� A I+�+ \� \��A o \ ' �C°' '.; '- ABANDONMENT BY REMOVAL: SEE DETAILS ON DWG SP2 6% + + �, ° '" ,EST \ ' EXIST.SYSTEM TO BE ABANDONED BY REMOVING, LAND N/F OF ROP05ED ACHING FIE D PROP. WOOD DECK ±302 SQ.FT. (tIb6AS) \ JOHN 4 TERRY GORGA P L PROP. FRONT PORCH ±12 5Q FT (±O 06%) 0%' 1 + + t• * \0 �� \ ALL RESIDUAL 5EHA6E WASTES BY A LICENSED FRESHWATER + + + + \ TPOLEEST DWELLING USE: WASTE HAULER,REMOVING THE ENTIRE 5TRUGTURE(5), + + + + + + PUBLIC,WATER WETLAND BOUNDARY ` +\'+ + + +, \+ q;, BACKFILLING WITH SUITABLE SAND AND GRAVEL (I) S x 12.0 EFF. DP LEACHING POOL PROPOSED LOT COVERAGE: tQb2 SQ.FT. (tS.2B�) DELINEATED BY ��' + + + + + + s �, - MATERIAL,AND PROPERLY COMPACTING. • LOCATION FOR 50% EXPAN51ON SHOWN EN-GONSULTANT5 �* '4 + 14 + + + + + ttt��� ON JUNE 26,201a \ t t+ �++++ ++++++++++ f<J�* 1Sna 19�.,,• *\ MAINTAIN SEPARATION DISTAJJGES + + +114++ + 1 ++ +++++++++ d\+ / w.' *\'2 ° �, MAINTAIN 5% GRADE 20' BEYOND PRECAST COMPONENTS t t8 t t *' + O+ + + + + �� �� * J` 5EE DETAILS ON DWG SP3 +� C0 t t+ +++++++++t+++++�\�. n.sx ,, PROP. REMOVAL INSTALL ADDITIONAL COMPONENTS: 1 ++++ + + �V t + + + + + + + + + \� \ /yt� A� • REMOVE EX. WIRE/ \ �O, `�� �� I - 4'0 PRE-CAST DISTRIBUTION BOX(5EE SHT 2 OF 2) I t + + + t + + V S� O (TYPICAL) m + + + + + + + + + + + + + + + +\ \ EXISTING fi STOCKADE FENCE *\ 4�' • USE ENDGAP LEVELING DEVICES + + + + + + + + + + •• APPROXI s;36'LG * • I STY FiR DYi.LIN6 p SEE SANITARY PROFILE ON DWG SP2 m \' ++++++++ ,+++++ +++++++� ++ + !`�� TO BE REMOVED EXISTING l + + + + + + + + ++ x16.4 CONTOUR TO BE I� +++ ++ + + + \ + + �, ,�y X1420 3� P + + �+ �� " REWORKED x19.9 \\ ;+t+t + h + OV-r*' + \ + + + + + \ \ / SEE MOP05M PLAN, �` MINIMUM GRD � 5' OFFSET FROM ETU 0'0 �++t +++ t+ + 16 / THIS DWG, �� (MAINTAIN 6RADE 5'BEYOND ETU, T" + + + + +14+ + + + + \ * w (V �' + + + ++ PROPOSED 50' +`\* Y 18 _A�p1 THEN DROP GRADE DOWN AT A RATE OF 1:3) n T' 'Y + + ++ NON-DISTURBANCE BUFFER+++\+ < IG, �•. i*�* -�L � (� m ++++ + + AREA TO REMAIN + �\ ��*%+ ' NATURAL AND W15TMBB7 14+ + �+� TEST <t'r ` \ X '/J• ` +�, "' + ++ + t� t + + + + + t � .•'••` *�+� HOLE t�1 �i � � �O s VACANT 60' o� � r ' \ i +\+Y �+ + + t +1 + + + + t W * X175 W \ ♦.. + + t + + + + + \ y/ I PROP.3'X4' �++++++� + + + + >s! + + *� `i3' I FRONT PORCH j \ MINIMUM GRD 6 20' OFFSET 7� W 1 L •+ + + + + + + + + + EXP + + Icy + + + + *�` ��� � a STEPS W/ l 1 4 P * FROM SAN. 5Y5 VARIES 525°54'2 "E X Z lcoJ + '+++ ++ ++++ ++++�\* I4 *�* PROPOSED DEMOLITION •v� � �L/ `` r' ��'tia * \ (MAX ALLOWABLE 6RADE DROP IS LAND WF OF �� Q �• \ ` �+ + + + + + + pOH + + + + �� tiN� • EX.OWELLIN6 AND WOOD SIB'S TO \� OF 1T8x � \ I \ a REINHARDT `� h + •+ + + +\ + + + + \ +i �p�,f� I P * 585 WITHIN 20 OF SEPTIC 5Y5� DWELLING 15'00 O + + + + + + + + + + * *� ��e p BE DEMOLISHED AND REMOVED o,� I •� \N \ - 11� PROP05 u � �� � PUBLIC WATER � + +tr t t t + + + + + + + �2\F �,* Q�`rti •• TL AREA: ±7IQ SOFT. ` •�� � O (� + + + + t + t 1 DID y + , o xn.3 2 STY FR DYJL6 �� '. �` •tt ++++++++ ttt+tt+t+ + �\R.�, LANDN/FOF + `/ O \� til COLOMBO DWELLING W/BASEMENT �� O *\ \ 005�o ,J �3EX N \ `+ \ A++t t++++++++ ++ I!h+ + PUBLIC WATER F.FL.EL. = 23.0' * �v• +� UTIL O ° ' + t + + t + + + + 2 BEDROOM / \ PROP. POWER AND COMMUNICATION 6 �+ " POLE TAP POLE FOR GONNEGTION TO POWER AND c"+++++++ +++ 50' WETLAND OFFSET LINE � 's 3 ,�\N �-- w lil N W \ + S A PIPE VN/G.O., Cs ETU �� �• 5 * \ ` ',, + + + + PROP05EiD LIMIT OF CLEARING � _� AG , COMMUNICATION SERVICES RUN UNDER 6ROUND + + + TO (AIR VETNT TI� , * x14.9 R` m ZONE X + �+ GRADINs AND GROUND DISTURBANCE. PT7 \ LINES IN COMMON TRENCH PER PROVIDER'S \fl (� �O t Q tNTO HOUSE VENT STAGY l * W P�P� \1 y, ni9i \ REQUIREMENTS �� �* \ 20 AMP MAIN SERV. \O!� LP �,q/N xlq,q LAND N/F OF REMF i3 i + Q f� \ PROP. FROM MAIN PANEL /� ! Ol s$ * ARIIZUMI 4 BERRY ZONE AE \ �t�2 DEWLD6 CK INHOUSE P\�PjE (Vu�\A ` `�% +OC PUBLIC LUNEWAT �x H���j� i+ + �Pr vti LU (EL 7) �'` IG, vie ,� c0 ti'�poo� 3��+•- / ����o,EX. ���� ti SITE PLAN - /, \�� `�G \��;��+ UTIL 86-s� oo E ,�+ ��,���N� + *�;�o O LAND WF OF NEER, o `'� � � ° � � STEPHANIE a WILLIAM GORGA BILGo Yui FND PIPE POLE 4.77 h� , tp PUBLIC WATER Q' '�( T. EXISTING CONDITIONS * �P +1 * X03 , °05`�o _ o + �P �- , - �� 0 100 DWELLING w�'). \ DOOR *� op5 ^ \Q �( � \ /*� S h IN9 &\ ( , g� ' -x -'\GQ /x + \ ;\�` Q\C��� \ /'` * \ � �0 (% �Jp x18.8 i� CD' (R Alio r -71 + � �'yp� +�* 1 i , / *�� ��. PROPOSED 4YT WOOD FENCE *� r � t P U1 + + APPROX LENGTH: f504 L.F. ✓�, C7 W 20 20 40 oD a �� FND o �� INSTALL A5 SHOWN m J,, p:, t + �F� Posr 55.74 �::•:::.•::.�:.�::.•::.•.�::.•. NO 5rK tll Z ,�.� = 20-0 `� N86'56'00"W / ` ` :`: \x19.0 GRAPHIC SCALE PARTIAL PROPOSED CONTROL PANEL AND BLOWER: \ .� " 'k : / PROPOSED OA 07J,z, SANITARY SITE PLAN • REMOTE HYDRO-ACTON OP5 GNTRL GNTR,BLOWER MOLiNTEn * .N PERVIOU5 GRAVEL DRIVEWAY AND GFI RECEPTACLE ON'H'FRA SEE-PROPOSED 2 + , � yy/ 3c ESS1C > IN PLACE OF EX.DIRT DRIVEWAY ___._ BEDROOM SANITARY SYSTEM'GALL OUT,TH15 DWG. s v • FOR MOUNTIN2 DESIGN AND REQUIREMENTS, NA, A / PROPOSED STORM 0RN6 LEACHING POOL, I6 i� S &'mx5'LD.L.P. JEFFREY T. SUTLER, P.E. 5EE 'PROPOSED IT FRAME DETAIL',ON DWG 5P2 �. • SEE 'CONTROL PANEL REQUIREMENTS'NOTE, LECErID: 15 i l5 0 15 30 TH15 DWG. 'K_ '� ` . .: PROP05M BILGO DOOR . \� /C3} N (BASEMENT ENTRY) LAND K/F OF PROPERTY LINE I/A OWTS UNIT SIZING: GRAPHIC SCALE I" = 15' 0" +�\ TEST �.• \• JOHN SDTERRY C�RGA ai O \ + + o + HOLE /yjN I PUBLIC,WATER m SIZING PER: 1 \\ x11.5 g PRINCIPLE YD SETBACKUNO + + + * � EXP \1 ~ 1HESTATE OWICIAL LATION OF YORK TITLE 10 CODES STMBINTD OF HEATH NOF \ ` \ + + + i Q� / + + + + + S+ • R / PROP SANITARY PIPE -� CHAPTER 11.PART 75.5TANDARD5 FOR INDMDUAL ONSITE WATER ++++++12 + j + + + t 'A (S)118 I8 `�' �` � Z Z < }' ------- SUPPLY AND INDIVIDUAL ONSITE WASTEWATER TREATMENTNOTE ` ` + + +++++ + + + . k11 a O 'L DEMOLISHED OBJECT(TBR) - --- FRESHWATER + + IQ + O+ + + SYSTEMS.APPENDIX 15-A •THESE PLANS ARE DESIGNED TO +� + +�+ + > \ � loo 00 PROP.STORM DRAINAGE PIPE BECTON 15-Ab SEPTIC TANKS COMPLY WITH SL.DH.S. STANDARDS WETLAND BOUNDARY ` t + I + + + + + + / ; DP F ° � v W O -sD -s� -s� - DELINEAIBD BY + + + TABLE I: DAILY DE516N FLOW = 110 6AL5/DAY/BDRM FOR APPROVAL OF PLANS AND I ++++++++ +++++++++�\� n.9k �:,� \ R�`\ �� x18B6 \ \�z a -I (v Z }- Q CONSTRUCTION FOR SEWAGE EN-0ON5ULTANT5 t ++ + + + + + + + + + + + + -+ \ \ / / \ �J �,/ � �� rT� � � � � � } TABLE 4B APPLICATION RATE = 120 6AL/bAY/SF. + + + + + + + + - F•�I PROP U/G WATER SERVILE w w ON JUNE 26 2018 t + + + +I DISPOSAL SYSTEMS FOR OTHER l+ t + + + + + + t + + A2x tF of NC I'YOLK CI1 THAN SINGLE-FAMILY RESIDENCES - 1+ + t++++ G' * a` �' N = �-- N O Z O + + + + t + + + + t AG �= & SONG IS�,��J EXISTING WATER MAIN I/A OWTS UNIT CALC: DATED 12-21-201'1. 1 + + + + +� + + t t + c + + + Nk o O ,- 1450 �� FOR 2 BEDROOM •OWNERS AND IN5TALLER5 ARE TO ++ ++ 9e t+t++t t + + t++t+\\ \, p '3Q� l GOI� PT IPP \ �� v] (L m Q �1 EXISTING OVERHEAD UTILITY LINE: -„ FAMILIARIZE THEMSELVES WITH + + + + + + +++++++ �* �\ xIB•92 % x19 9 OWNER CARE OF SAN. SYS: �' LlJ LU ' Q- 800'212'vI�BO 8� SINGLE FAMILY RESIDENCE PER S.GD.H.S. 41, + + + + y \* 4 �-+ Q SECTION XVII -GENERAL O PROP.U/6 ELEGTRIGAL/COMMUNIGATION • PROF05ED SANITARY DE516N FLOW: 220 6PD V� + + + + + �+ w \ + + + + + i U SERVICE LINES: ur3 up i� I ri •• 2 BEDROOM5® 110 6PD /BEDROOM = 220 6PO REQUIREMENTS, REQ-I/A AND j`0 ao\ + + +. + +` + +++14+++++++++ +�* 16 i5( * +� Q FORMULARIZE ONESELF WITH THE ,�/ Z Z www.dignetnycli.com • USE(1)HYDRO ACTION WASTE WATER TREATMENT PLANT MINIMUM DESIGN REQ MNTS AND O. ++t + CARE SANITARY RECOMMENDATIONS FOR w Q O or www.call811.com SECTION XVIb-ELEGTRIGAL + ++ IS i �L, PROPOSED 50' ` CARE OF SANITARY COMPONENTS. � - - PROP05ED SANITARY SYSTEM, _ USE MODEL No.AN400,GRAVITY SYSTEM PRIOR TO ANY FUTURE 51TE WORK HYDRO-AGTION REQ MNT5. THE AFORE MENTIONED + + + + NON-DISTURBANCE BUFFER+ 16 ''' • �: ALWAYS O (for other states) O COV62 TO GRADE AA OWT5 /0 PT Pr •• TOTAL TREATMENT CAPACITY: 450 6PD SECTIONS OUTLINE MAINTENANCE AND �, \ �/ LU + + + AREA TO REMAIN + i PROPOSED ERECT GONSTRLIGTION FENCING 8 BEYOND M-•-I N GONEh GRADE \ 0\ •• TOTAL WORKING CAPACITY: 1,215 GPD CARE OF INNOVATIVE AND j, \' +t t�, NATURAL AND UNDISTURBED 14 + * PORCH AND STEPS THE PERIMETER OF THE WA5TE WATER �/ - Q By law,excavators and contractors •• FLOW RANGE, 50-450 6PD ALTERNATIVE ON-SITE WASTE HATER 4r k �+ + + + + + + +t+ + * W/RAIL TO CODE TREATMENT UNIT TO PROTECT THE z \Q (v •• LIQUID 5IIRFACE AREA: 34 SOFT. TREATMENT 5Y5TEM5 REQUIRED BY \ + + + + + + t t + + + \� a • 3'x4',AREA. 12 SQ.FT. COMPONENTS VEHICULAR DAMAGE. Q .� -I 1 working in the five boroughs of New York LEp,G f1NO MANSION ��{{��,, •` + + �2 � ` '�S � � PROP05ED � U Q � t TEST HOLE -f1- •• SEE DETAIL FOR INFORMATION DWG,SP2 S.GD.H.S. + + + + + • + City and Nassau and Suffolk Counties on POOL / - POOL � _ "`ff'� .. MAINTAIN REQUIRED SEPARATION D15TANGES THI5 DWG -I, �\ `+ + + +` ++++ + + �t� t + + + * N lsl Q - Long Island must contact DigNet, -, -,l / � � + + t + � + + + � BILGO DOORS i r -� E�ISTINS UTILITY POLE (i2, BA5EMENT ENTRANCE - L1-800-272-4480 or 811,at least 4!3 hours LPA \'EXPO/ SANITARY LEACHING POOL SIZING: `�' w�, 4 ++ + '+++ ++ + +\P ,+ + +++ + I4 �P \/ 5GDH5 REF. NO.: but no more than 10 working days 13 w U CONTROL PANEL REQUIREMENTS: ✓ � + + + +, a� + N�* PROPOSED (excluding weekends and legal holidays) PER S.G.D.H5.DIV15ION OF ENVIRONMENTAL QUALITY Q 4 +�+ + +\ + +, - per g\\� ��C� ' prior to beginning any mechanized digging PPDP06W STORM DRAINAGE STRUGNFlES: I.THE CONTROL PANEL BOX MJ5T BE PLACED OUTSIDE ON A STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR ` 2 + + + +'s\ �\ \ +� A�0 PROPOSED 2 STORY FRAME DWELLING (N u- •• SEWAGE DISPOSAL SYSTEM FOR SING-SLE-FAMILY RESIDENCES +, + + + + + + + + �i* �0 , Z SUITABLE PEDESTAL WITHIN VIEW OF THE SYSTEM THAT IT * ��N WOOD DECK O O or excavation work to ensure underground 5TORMWATEft LEACHING POOL 5D� ,� Z \ �y _�,•(� W/BASEMENT a � / SERVES.CNTRL CNTR AND BLOWER SHALL BE MOUNTED 35 DATED. DECEMBER 29,2011 + + + \� + + + + + DEL.® 22.42 lines are marked. Excavators and -,l � �I F.FL.EL. = 23.0 2 BEDRM - (SEE DWG.FOR COVER REQ MIS) �.. ABV FINISHED 6RADE(MIN)OR ABOVE BFE PLUS 2.0' '�7 O \ + 5� + + + + + w� ' contractors can also submit locate _ FREEBOARD,WHIGHEVEI2 15 HIGHER O Z m requests online,through ITIC. If you do not O OPEN COVER TO GRADE REQUIREMENT PER TABLE 4: N �y + +� 't +++t+ + ++++ + + Y 2 ENABLIES THE SYSTEM TO BE AST ANY TIME, + + t -� a Q Q MIN. LEACHING SYS. FOR 2 BEDROOM RES. PROJECT ° ++* t + + t + + , 50' WETLAND OFFSET LINE _ < current) use ITIC, please call O SOLID COVER TO 6RADE O 1-800-524-7603 for more information. MINIMUM 5Y5TEM(300 5Q FT 51DENALL AREA) W �$ + \+.A+ + + �� PROP05ED LIMIT OF CLEARING, GRADING f 50LID COVER BELOW 6RADE ELIMINATING THE NEED TO ACCESS THE IN51DE OF THE z3 + % + t I l EXISTING BUILDING. MIN. 50% EXPANDED SYS. (450 SQ.FT. 510EWALL AREA) w \o ZONE X ` �; AND GROUND DISTURBANCE. For safety reasons,homeowners are SPOT ELEVATION x6.0 3.THE CONDUIT MUST HAVE APPROPRIATE SEALS TO PREVENT strongly encouraged to call as well when FIN90 FLOOR EL VATIM F.Fi_A.= 6A5E5 AND MOISTURE FROM REACHING THE CONTROL PANEL + + PROPOSED oR JUNCTION E30XE5. SANITARY LEACHING POOL DESIGN: 'Z1� PROPOSED qr 1 , �, PAGE: planning any type of digging on their GARAGE FLOOR ELEVATION 6.FL.E..= 5POT ELEVATION x9.0 �ro2 property. Homeowners can contact us O 4.SYSTEM SHALL BE Ef�d11PP132 WITH A FUNCTIONING WARNING ZONE AE SYSTEM WIHIGH WILL ACTIVATE AllDIE3LE AND VISUAL ALARMS SYSTEM REQUIREMENTS: �, F��; SANITARY SITE PLAN directly at 1-800-272-4480 or by calling EXISTING CONTOUR ,0 THAT CAN BE READILY SEEN AND HEARD BY THE OGGUPANT5 300 50.FT LEACHING AREA /25.0 5Q.FT./VERT FT = 12.0 VERT FT (EL 7) 811,the national call before you dig OF THE BUILDING SERVED. USE : I - 60 POOL x 12.0 EFFECTIVE DEPTH __ number.For excavation work completed on E.XI5TIN6 CONTOUR 5.PRESSURIZED MUST BE EQUIPPED WITH A CONTROL PANEL WITH W EX15TIN6 I STORY FRAME DWELLING _ _ r�uarc, �;E personalproperty,it is the contractor's TO BE REWORKED: W TO BE DEMOL15HED AND REMOVED P b OPERA OF HE 5Y5 EMD A PORTABLE GENERATOR TO LEACHING AREA REQUIRED = 300 5Q.FT. OF 5IDEWALL LEACHING ALL MATERIAL/DEBRIS TO BE HAULED TO responsibility--NOT the homeowner's--to OPERATE THE SYSTEM DURING A POWER OUTAGE. - ' SPZ contact DigNet. Having utility lines marked PROPOSED GONTGUR b.ANY E3LOWER5 LOCATED OUTSIDE OF THE I/A OHT5 UNIT MUST LEACHING AREA PROVIDED = 300 50.FT. OF SIDEWALL LEACHING LAND N/F OF AN APPROVED UPLAND 51TE 20 I 10 0 20 40 prior to digging is free of chart e. 6 BE FLA( ON A PAD(CONCRETE PLASTIC OR FIBER6LA55) COLOMBO I" = 20'-0" DWELLING � GRAJ'HIG SCALE gg g 3 AND HAVE A 50LWPROOF ENCLOSURE COVER. LOCATION FOR 50% HAS BEEN PROVIDED 5GDH5 APPROVAL AREA: PUBLIC WATER of 4 SCDHS SET PROVIDE 20 AMP BREAKER PUMP/GOMPRE55ER POWER CIRCUIT NOTA (2) 2xb x(LENGTH TO SUIT) AGQ Q� \� o -- o IN MAIN ELEGTRIGAL PANEL WNB1 DRE COVEIRED TO BE SET AT FINISHED GRADE HORIZONTAL CRO55 MEMBERS(TYP) A r I. PIPE JOINTS TO BE SEALED W/ ------- --------- IN PROP05ED BUILDING FOR I ASPHALTIC MATERIAL OR EQUAL U56 „ N n n n . ■ n n ' f �� C-'� G I 2.USE ENDGAP TYPE LEV(31N5 GBI MI HEAVY DUTY,WATERTI6HT,INSECT-PROOF >" M nP�udWw PROP05ED I/A OWTS DEVICES(TYPICAL) USE(4)Y'm GALv LAG BOLT W/ I �1 Li L I BLK LK BLK SPI GALV.WASHER a HEAD 0 I AK-080917-1 ADJJSTABLE AND LOCKING CAST IRON FRAME t I SPRAY PUMP RATING5: FINISHED GRADE COVER(CAMPBELL 102 G OR APPROVED EaAL) (TYP B EA.POST) • I/A OWT5 • PUMP 3/4HP 0 115V 14 x 12 WHIT WHT MOTOR 15D F.L.A. '/ /�, / ,/ ELECTRICAL rt N p-- N ,�. \\' ;�\• GNn-PN- o � o ® X00 I INSIDE LID VIEW I ® ;/ N � ;/' 12tr x 1411 NOTE: ENCLOSURE HINGE TO THE RIGHT I GB2 N�2 G5R 6 LOOPS I I BjuLT PIT AFFLE REQUIRED y ° -_ 4x4x8'L6 AG0 TIMBER P05T • • ON DN ON ON ON MINIMUM COVER 36 BELOW GRADE THE GGNIROL PAIg BOX w«eaN so O Q- �-•� �'PER FOOT 4"�SDR 35 PIPE, � zo zo zo ,o ,o o" RPI PUMP RATINGS: INCASED IN ADMIRED CONCRETE IN MU ST BE PLACED OITSDE ON OFF OFF OFF OFF OFF BLK BLK BLK REGIRG a ewe > 3/4HP 0 I15V �N SLOPE_ /LIN 12 DIAMETER 50NOTUBE.(TYPICAL) A surnljLLE PEVESTaL WIMN w u� PUMP ALL OUTLET'PIPES SET 0 5AhE X (a� M[ — WHT h WHT r� MOTOR 15D FLA INVERT ELEVATION VIB4 THE SYSTEM THAI IT z Or O:I�FcT Aft{Y n z 1� 5W1LL�BE TKIl1fITB7 in_� L32 ess M 3 I Q 1,171 Ft0iW 6RM*MW OR N ABM I w�caevez Is m 0 0 0 0 u>i 683 M3 N - BLK '1' BLK BLK MPI XER PUMP RA11N651 IN Er(5) — oU11Er(s) �� MI 4",P SDR 35 PIPE PUMP 3/4HP 8 115V a 0, a a��s D 0 0 WHT MOTOR 15A F.L.A. MIN SLOPE _�'/LIN FT e o " a 2 4 I I El ALL INLETS PIPES 5EI� SAME INVERT ELEVATION •;- .-'.'.••'BACKFILL 5AND OR :'. . :'. �a o a o `*LABELS ON OUTSIDE OF LID cV I GRADE •PFA6RAVEi(1,2 MIN)•'.••••:•;•'.•;•'.•••'.•;•' I T===== ____� ___� 1I G att Nz� V3 31:�4Ckhl J 'I 1IQDp7kL1d�AUT�3p II 'I 41�2dIN➢ I GB4 / z „ z, n 2 ��� II �M E}Spl ~ COMP.RATINGS: %�\%�\% \\j\ i 0 0 �_______ ' � ===�I � � GRY GI COMP I/4HP. ATI TYP. PRE-CAST DISTRIBUTION BOX WHT MOTOR 5.4 F.L.A. NOT TO SCALE I �� o 0 0 a 0 N ELECTRICAL NOTE ALL MOTORS MUST HAVE :o -16 INTERNAL OVE1 OAD PROTECTION. m I NO, SCHEMATIC DIAGRAM � _ MOTES: PUMP) PUMP) PUFAP) I • FLOAT SWITCH TO BE RATED 2 AMP AT 120V BLU I 2 LRI-QI RED/WH MI WHT MINIMUM.PANEL DISCONNECT MUST BE PROVIDED I 2 LRI-02 PINK/WH NHT PROPOSED 'H' FRAME DETAIL BY 1N5TALLER. BLU („t2 (57116TURE FOR I/A OWT5 CONTROL PANEL MOUNTING) • DASHED LINES INDICATED ITEMS NOT CONTAIN IN THE PANEL. SCALE- i` REQUIRED TORQUE FOR TERMINAL BLOCK PINK/WMt A p • SCREWS 15 16 IN-Les. REGIRG RUNNING • FIELD WIRING MUST BE A MINIMUM OF b0•G BLU I 2 LRI-03 YEL/WH WHT \ ° __________�_________________W ___ -____---___-- COPPER WIRE. M3 FINISHED GRADE Q - l 0 O YEL/WH Z r' MIXER RUNNING � LEACHING FOOL CON5TRY-TION GRITEMA, BLU L LRI WHT 11 2' tr `r I.FOR AREAS ON SAND AND 6RAVEL,THE OB16K OF N THE LEACHING POOL SHALL BE BASED UPON A LRI-04 MAXIMUM LEACHING RATE OF 15 6ALLON5 OF SEWA6E BLU RED G014CRETE 'v PER DAY PER 5F,01 5IDEWALL AREA. 16 PLG INPUT CHIMNEY 20" �j 2.LEAGHNN6 POOLS ARE TO BE GONSTRLCTEID OF AS-1 MIN �\j�j\ PRECAST REINFORCED CONCRETE(OR EQUAL e� \ BLU PINK -- --- i�/, LEACHING STRUGIU�ES,Soup DOMES 4/OR SLABS. f�W 20 AMP, I POLE BREAKER DEDICATED TO FROM UTILITY ``\ Y w 3.LE,AGHING POOLS SHALL BE A MINIMUM OF ID IN �; ((� \ I NLET I CA5IDE DIAMETER. HYDRO-ACTION CONTROL PANES PROVIDER Q BLU RED RUN AUD• /\/� MIN 4' DIA, Z 4.ACCESS OPENIN65 WITH A MIN.DIA.OF 20 SHALL .. _ " INGOMIN6 m 3:1 f!Z-i 5 6 ALARM APPROVED BE PROVIDED FOR EACH POOL. 120 VOLT, I4V SERVICE TO SERVICE f ORG BRN I PIPE PITCH ® I 5.ALL GRADE, RS, EN NOT PREREQUIRED AST RTO BE REINFORCED HT HYDRO-AGTION GONTROL PANEL (DETERMINED n �� (2$6,06 IN I PVC,PIPE) BY OTHERS) z N HWA MUTE \��; YB PER -0 CONCRETE(OR EQUAL).COVER5 OVER 3'0 ARE NOT G m \\/ \ - PERMITTED o� BLU %,: b. ALL CAST IRON COVERS SHALL BE SET AT FIN. HYDRO-ACTION HYDRO-AGTION UTILITY o W TEST O :;\:: — GRADE BE LOCKING WATERTIGHT INSECT-PROGF a 1; P,�4/ FOR 5 �E AERATOR I/A OWT5 MAIN BUILDING SERVICE mi ! F•-�-1 3'MIN. 3'MIN. \\ ALARM I DOLLAR COLLAR I /\��/.� ELECTRICAL CIRCUIT BREAKER METER LIGHT CONTROL PANEL PANEL oRc �: !i'III" t X /. uuuuu u- RED \ 12'w x 14 h Q BLK RED WHT //� O I ©® ROE) © I \\/ ELECTRICAL NOTES EXISTING 6RCUND ROD ^ . ENABLE I. BURIED ELECTRICAL POWER CONDUT5 SHALL BE A O \\\\ MINIMUM OF 24 INCHES BELOW 69ADE. G BLU I 2 YEL I 1 PLG INPUT Al 2.ALL ELECTRICAL WORK TO BE PERFORMED IN ACCORDANCE WITH NEG. — F� O O ` I 8,-0„ I 3'MIM TO STOPPER OR G11TA8t�COVER OVERRIDE \ ' \ m RECORDED ELECTRICAL ONE-LINE DIAGRAM END PLUG �TO 6RADE BLU n YEL/WH ���1 /;�, GROUND WATER 3 -r I c PLG INPUT _ GSR \ SCALE: NONE BLU WH INK 14 PLG INPUT COLLAR DEPTH o TAN (BAGKFI L TO BE AND 6RAGVELJ SAND PIPE w LU TIME 005E 0 ' 171 PLG INPUT � �_�N� 30 ELBOW h NOTE: ADDITIONAL GLEAN OUT SHALL $ SP1 N RP1 N P1 N Cl N 1 2 13 4 5 6 � BLU BE PROVIDED IN INTERIOR OF BLD6, TYPICAL NO HOUSE TRAP 5HALL BE PROVIDED EM161NEER, DEMAND EXTERIOR _ aa G E LEVATI O N PER IRC 2015 P3201.4 U U O O H r ' CLEANOUT O $ o g o TYPICAL SANITARY LEACHING POOL (LP) 0; IJra QS �, m w 4 SPRAY TAN/WH 18 PLG INPUT a a a m w w a V NOT TO SCALP (v (� a a a o r i w I NOTES: 60•NYE / PROPOSED r > I W a a � � g a v o °d a i 3 Y d W U X U v N LI w I.FOR CLEANOUT(5)LOCATED IN TRAFFIC,AREAS, n PROVIDE WITH TRAFFIC BEARINP FRAME AND DOVER 2 STY 2 y Z MAINTAIN 5%6RADE: 2.FOR U5E WITH BUILDING EXTElbICN5/GDNNEGTICNS. 2 BEDRM DWLG CONNECTION DIACi<RAM FFL.EL.23.0' )7'495 A MAXIMUM 596 SHALL BE MAINTAINED FOR A MINIMUM OF 20'HORIZONTALLY A� � REQUIREO TORQUE FOR TERMINAL BLOCK SCREWS Is is In FROM THE NEAREST ED6E OF THE LEAGHIN6 POOLS BEFORE TAPERING OFF IF A R15ER COVER WE16H5 LESS THAN 60 L135 A SECO14VARY / W/BASEMENT q [SS10N� TO PREVENT SEEPAGE OF THE LEACHATE THROUGH THE TOE OR EDGE OF SAFETY LID OF DEVICE SHALL BE PROVIDED. THE SLOPE(EQUATES TO MAXIMUM DROP OF 12'OVER 20'HOPIZONTAL) PROVIDE COVER: JEFFREY T. BUTLER, P.E. WHEN REQUIRED TO BE SET AT FIN.GRD. Q•Q' PROVIDE GONERS: 2'1D PVC, PROVIDE COVERS: CONTRACTOR TO PROVIDE USE HEAVY DUTY,WATERTI6HT, WHEN.REQUIRED TO BE SET AT FIN15HEP GRADE USE: �T PIPE WHEN NOT REGUIRED TO BE 5ET AT FINISHED GRADE U56 IN5EGT-PROOF AD.U5TABLE AND LOCKING / COWLT TO 25 GU.YDS OF RATEABLE SOIL FOR •THERMOPL.ASnG COVERS -LOGKJN6,WATERTIGHT, •PRECAST REINFORCED CONCRETE COVER(OR EGIUAL) CAST IRON FRAME d COVER(CAMPBELL INSECT-PROOF,FLAT,SKID PROOF,BE APPROVED FOR 5EWA6E / HOUSE STACK \ THE PURPOSES OF REPLACING 102 G OR APPROVED EQUAL USE d HAVE UV PROTECTION O \$ UNSUITABLE SOILS WITHIN THE GRD B D6 = EL. 18.92' AT�TANK NITPROPOSED RO \ ° PROPOSED LEACHING POOL COLLAR. O (- 397 AL, EXI5TIN6 6RADE OVER L.P. REDUCT ON TfN EL 1434'MAX z o to `– —7 ° ARE-TRE E T TA ° `%'%`/j ,'�/./j'i" PRQP05ED GRADE PROPOSED GRADE OVER ATL) EL. IS.Q2' / ' j\ \\i'\\%\\/\\/\\%�\%\/\j\j\j\;..,/ / OVER DB EL.I&92 G.O. z \ \ \ \ \ \ \ \ \ \ \\ \\ \�EX. GRD ® \ \ \ \ \ \ \ \ \ \- // ////// // / / / / / / / / / / / / / \• O //� �, \,,\/ `, �. \,\\ ,•\\;�.. \\ \—N . •. �\\;\\�\\\\\�\\\\\�\\;\ > \\,\•..\, \ .; .,, ,/ // �/ // // ;/ // // /////i'/'/�/ � —_ a \\ \\ \\i\\\ \�\` \ \ `�-�\\ -EL. 18.0 \ \ \ \ \ \ \//\//\//\//\//\//\//\/, \/\/\/\/\/\/\/\/\/\/\/\ /\/� n5 - TD. SOIL RIBBON ;\\,;\\% TA.SLAG: EL 1134 \, //\//\.•, \/\/ \/\/ \/\/\/\ DB LE. DB -;/\ /\/. i /\\ \\j \\j\\j\\j\\/ \\ J EL. 16.63' /%�� NATNE \'. \'.• \/\/ —J '�L{ TTI .1 I I I ------------ ------------ I I III �,\\/,, \/,�/,%;, Q o } NON-R" SOIL 13.0.5LAB: EL. Ibb4 \. \ \\ \ , n EXP �x 1 � 1 f I uNE , = N °\ PALE SILTY BRW SAND I ( — \, \, , \/ - p II - / /'\% \.;' \/ >> %4"0 SDR 35 XPORT PIPE, %\\j\\j\\jEX. GRD ®, z O '`'/\\'/\'/\/ \// /\// /,✓i\//,\/%�//,\ III 1 \ / //.�/<//./ \ / / / Q < Cn III M 5HALL BE REMOVED +1 '��'\\ ` \\ \\ \ O E. e A.G. III II I I \LE. ® PT. i` ;' DWL6 TO PT, 10.08 LIN. FT \\j\\j\\iE I�o'\/ REPLACED W/RATEABLE LP I I I I I I I I I I /�, ;//\\\//\�_ , / �,�. 11 I I I ,/\_ ,/,. „ \//\ \//\//\//\//\ m IL 501E 5W'OR 5P'PER LEACHING POOL I I I I I I /,/,.�//\ - EL. I6."I2 %/ II I II I I U /\ / / /\/\/ •/\/\ \/\ '�"� {L{ 1 (� \ - EL. 1682 - MIN. 51-OPE =Y4 /LIN FT \ \ \ \ \ \ \' O.INV® Q- W o (I OF 1) � B.O.DB=EL.15B \\\\ \\\\ \\'\\ \\� AID�A�7CI(�FT \i/\`'\\ \\' \'\\/\\ ''10.0 ' L6 X y4' = 2.52' _ \/\ //\ � Q � I PLG GHTRL PNL W/MF eo GONPRE550R ( I I ASTM STANDARDS LE. = EL. 1634 I I I \// //\//\//\>\/\// II I I /\//\//. \//\// , % \//\ NATIVE /\\� , AND BLOWER TO BE INSTALLED REMOTELY EL. 14.5'-13.0.'SM'SOIL RIBBON , C�1fA�]Elf3 I I \\ \\�\\ \\; ! 0.21' MIN SLOPE ✓\\ UNDISTURBED\\ \\ EL. 11.03 Z = Q ISEE SITE PLAN FOR PROP.LOGJ I ( I I I I I I I I I O.E. = EL. 16.43 y- 4 P 5DR 35 XPORT PIPE // NATIVE i'! \�/,�/, /;:%'/< iai, / / /\/ , / Q� W POWER LINE AND MISC.CONNECTIONS TO BE I 0 I \ P.T. \ /\ / /%// // 501E // 1-- O EL. 145 -TA.'5C, SOIL RIBBUm p- \ \ \ \ \ \ \\ \\ \\ \, \, \ \, \\ \\ MODIFIED A5 REQUIRED TO AGGOMMODATE REMOTE I I PER SC,DMIS STANDARDS FOR APPROVAL OF I I I I I I I `� FROM AG TO DB //�/i II /i UNDISTURBED i// \//\//\//\//\//\,j\//\//\/ E•--1 — NON-RATEABI�SOIL III \� 501E \ ` \�\\'\\/\\/\\/\\/\\/\\/\\' LOCATION OF OPS CONTROL CENTER AS SHOWN ON PLAID AND GON5TRUCTION FOR`.��E REPLACE B.OB LIN. FT. MIN.SLOPE = II /,, BRW CLAYEY SAND DI5P05AL SYSTEMS FOR SINGLE FAMILY • TANK \/\\/\/\/ \ // SITE PLAN UNSUITABLE 501L W/ 4 � 5DR 35 XPORT PIPES FROM II \ \\ \/X>/\\ `\ \ \ \/\/\/\/\/\/\ 56-SHALL BE REMOVED 4 RESIDERCC5,12-24-201"1 I I Yg" /LIN FT // /%/ / x� \ \\ \\ \ \ \ \ \ I rC� W N • REPLACED►w RATEABLE — — — — — — — _ TYPE 5P OR SW PER DB TO LEACHING POOLS ��; Z — O SOIL 5W'OR'SP'PER SECTION 5-IO6.A.4. I ASTM STANDARDS 18.08 LIN. FT., 8.08 L6 X Yg" :��/�\/\� \'\\' ---- --- - (WORSE CASE) 0.09 MIN SLOPE \\ \\ \\/; O / , / / //\/,\ �L N �//�.p�� - IsTm STANDARDS WHEN INSTALLING LEACHING STRUCTURES ^ _ �, I �/ // //\. '� v J I Y PVC Yl..11l uN` - I WHEN IMITABLE SOILS SHALL S REMOVED MIN.SLOPE =,Vb /LIN FT � I I / \/\/ O I \/\\/\\ice N : O m (nE INTO stns vENi STACK) I i I. '(.1 I LLI I.1 tJ AND RE'LAGED WITH SAND AND l ' 8.08 L6 x Yb - 1.01 0.09 MIN SLOPE \\/\/\\// ((� r (� C`�J o — iFn EL 115' -B.O.'SG'SOIL RI880N%!/ ' j\'\�/jam/j�/ /j�j��-�//� BA.CHAMBER 0 EI_. 1152' B.O.P.T 6 EL;fl52'✓,\\'� �X \/ l�►J E U 1"! 1 u- o (v ITT GRAVEL,PGG6'TABLE TO THE \ \ \ 1 RM LINE - %'�/\//\ ,\/ / .,� I \ �•• /\/ \/ �i��/,// \/ I '` v INSTALLATION --++- - II j \�/\ ���\ �CTEMpIN6 p10hN IN TO N O A�NIMUML OF ��/�� TY ETISP ORISW /�`\T GO OA'CnON AN40D / ~ RE UIREMENfTS: II I II II II \/'3'-0"RATEABt E "\//`' Q '\//\ /\/ / i ! O u- -FOOT 1 // , \\j\\ 51X-FOOT STRATA OF ACCEPTABLE r_ \ \'TO BE RETURNED�\"\ ADVO ED 'j MA jJj�j`rr 1.THE I/A OWTS TANK SIfALL A•Q%• I II I / 501E DOLLAR i //,• SAND AND GRAVEL. ��POST EXCAVATION L! `. A F R 3 C, 2021 A-I+ N O O BE DIRECTIONS AT LEVEL IN AER01C)N II 1I 7— ALL DIRECTIONS(WITN A I I I I I '/'<i�<�\:/\'/`:/ ',' 'i\ / u• ) MA)0Mil1M TO1Ei2A,NGE IN CHLQ ER \•\ \ \,\ \\\ \\ \ \`'\ \\'\'\\'\\'\'\\`; � 'M �.'�. i / // //////i// // // //\// h (< PriYDIR6GTI0NOF+/ONE I II �l ii NATIVEa�IL \/\\\. \ \,\\/�\/\\/\\\/\/% �Boafdol .'�:`; -m. w o QUARTER INCH)ON A ��II p II /\//\ TYPE 5P OR 5W //,, /, // / / / /. _ _� ._ O MINIMNNNCHMICKBED II II �%\ TO BE RETURNED �; �� '>/\/\\Xx PROPOSED SANITARY RISER DIAGRAM �y OF PROPERLY LEVELED TI)E� \//; /\\ \/,,\ \//\//\ I i( www.dignetnycli.com I I II II \ \ POST EXCAVATION ,\ \,\ \ \ \ of[Ci'v ✓N"�T $1W I�Mh MD COMPACTED SAND I �;'''"/ / '/-'/ '/ /\, /\, �. or t�FROM�)OR 1 1111 II \���\\�i��\\�<.��\�\, ��\\���\\�\ INNOVATIVE /ALTERNATIVE ON-SITE WASTEWATER TREATMENT SYS. � www.cal1811.com PEA.�,qyg 1 1111 /\!/\%�//\i;\// \//\//\�/\/ n/ 800-272-��}80 81 I (for other states) \ \ BD.POOL a EL.434'�\y� ,\�,\\ \ GRAVITY SYSTEM " I PAGE: ,i �X :�j\\�j�\i�\�/�� SCALE: NONE _ U /./' / / / / / /'/ / / / ' / / /, / / / / '/./ /\/ / / / ' By law,excavators and contractors working in the five For safety reasons,homeowners are strongly \/\\�\j\j\\ \ ��j��i/�\\ \�\�\\/\ \\/\\/\�\\�\\\�����\ \\\\\\\�\� boroughs of New York City and Nassau and Suffolk Counties encouraged to call as well when planning any type of 8 DIAMETER///. / , �j /,, / / \/ /\//\/ on Long Island must contact DigNet,1-600-272-4480 or 811,at digging on their property.Homeowners can contact \ least 48 hours but no more than 10 working days(excluding us directly at 1-800-272-4480 or by calling 811,the - \\//%//%//%///\ij%\ 1 j%/%///\//%//\\//\�/�\/\\% % / %/\ /\\ \\%\% % weekends and legal holidays) HYDRO ACTION WASTE WATER TREATMENT PLANT \\\\\\�\ \\ \\ ;\\ \\ \\ \\\\ \\/\\/,\\/'\/'\' NATIVE /\�/\\/\�'\�/� digging g y )prior beginning any round national completed ted on personal prolperty,itistheion mechanized di In or excavation work to ensure under MODEL NO. AN400 (GRAVITY SYSTEM) /j/� /� SPJ �// / // /�\// /�\// /j\\ D\Tl\B\D\DI\\j\\//\\//\\/\\//\ lineare marked.Excavators and contractors can also submit contractor's responsibility--NOT the(homeowner's--to / / /\//\//\//\ \//\ locate requests online,through ITIC.If you do not currently use contact DigNet.Having utility lines marked prior to SCALE: NOME \/\/\/\ \/\.EsRGUND WATER EL.LO PER TEST HOLE /\/\/\/\/\\/\/ ITIC,please call 1-800-524-7603 for more information. digging is free of charge. \ HIGHIE5T EXPECTED 6ROUND WATER EL 134', jam/jam/j \�///�\/% of 4 S CDHS SET 50' MIN. WOVEN WIRE FENGE (MIN. SYMBOL: PROFILE MOUNTABLE BERM (OPTIONAL) EXISTING 14 1/2 6AUGE W/MAX.6" MESH 5PAGIN6) X x 3' PAVEMENT 3/ 36" MIN. LENGTH FENCE P05T5 EXI5TIFILTER 10' MAX. G. TO G. DRIVEN MIN. 16' INTO GROUND. N6� _z GROUND CLOTH If 50' MIN. PLAN VIEW z EXI5TIN6 HE16HT OF FILTER GROUND = 16 MIN. \ 0 � y I \ z 12'MIN. EXISTING PERSPECTIVE VIEW c� PAVEMENT GON5TRUGTION 5PECIFICATION5 I. WOVEN WIRE FENCE TO BE FASTENED z SECURELY TO FENCE POSTS WITH WIRE TIES36' MIN. FENCE POST OR STAPLES.P05T5 SHALL BE STEEL EITHER WOVEN WIRE FENCE (MIN. 14)'2 'T'OR U'TYPE OR HARDWOOID. GAUGE W/MAX. 6' ME5H 2. FILTER CLOTH TO BE TO BE FASTENED SPAGIN6) W/FILTER CLOTH GONSTRUGTION SPEGIFIGATIONS SECURELY TO WOVEN WIRE FENCE WITH TIES N I. STONE 51ZE -USE 2'STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. SPACED EVERY 24"AT TOP AND MID 5EG1ION. 2. LEN6TH-NOT LE55 THAN 50 FEET(EXCEPT ON A 51N6LE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LEN6TH WOULD APPLY). FENCE SHALL BE WOVEN WIRE 121/2 GAU6E b" 3 3. THICKNESS-NOT LESS THAN 51X(6) INCHES, MAXIMUM MESH OPENING. F—L` z UNDISTURBE 4. WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESSCU OCCURS. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN GROUND TWENTY-FOUR(24)FOOT IF 51N6LE ENTRANCE TO SITE. EACH OTHER THEY SNAIL BE OVER-LAPPED BY 5. FILTER CLOTH-WILL BE FLA(ED OVER THE ENTIRE AREA PRIOR TO F'I.AGIN6 OF STONE. 51X INCHES AND FOLDED. FILTER CLOTH COMPACTED 501L 6. SURFACE WATER- ALL SURFACE WATER FLOWIN5 OR DIVERTED TOWARD CON-CONSTRUCTION ENTRANCES SHALL BE PIPED SHALL BE EITHER FILTER X,MIRAFI IOOX, a. AGRO55 THE ENTRANCE.IF PIPING 15 IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. STABILINKA T14ON,OR APPROVED EQUAL EMBED FILTER CLOTH _3 1. MAINTENANCE- THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF 5EDIMENT 4. PREFABRICATED UNITS SHALL BE 6EOFAB, A MIN. OF 6" IN GROUND. 4 ONTO PUBLIC RIGHTS-OF-WAY,ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY MUST BE ENVIROFENCE,OR APPROVED EQUIVALENT. REMOVED IMMEDIATELY. 5. MAINTENANCE SHALL BE PERFORMED A5 8. WHEN WASHING 15 REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED NEEDED AND MATERIAL REMOVED WHEN SEDIMENT TRAPPING DEVICE. 'BULGES'DEVELOP IN THE SILT FENCE. SECTION VIEW 4. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH U.S. DEPARTMENT OF AGRICULTURE STABILIZED U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE CONSTRUCTION NATURAL RESOURCES CON5ERVATION SERVICE SILT NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL GON5ERVATION FENCE NEW YORK STATE SOIL 4 WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE SOIL 4 WATER CONSERVATION COMMITTEE 2"X4" WOOD FRAME STAKE FINISHED 6RADE to �� FABRIC ' COMPACT FILL ] u:p- DETERMINED II jo DROP INLETo m411 ELEGTRIGAL SERVICE WITH GATEI I I I2 MIN MW — = 1 c�}< GABLE IN CONDUIT: FRAME ooT.O. GONDUIT -y; 200 AMP (2" CONDUIT,MIN), BURIED FABRIC 320 AMP %" CONDUIT, MIN)PROPOSED GAS SERV. 400 AMP (4" CONDUIT,MIN)ELEV OF BOT. OF LINE WILL BE BY SIZE OF SERVICE \—COMMUNICATION IT F—y UTILITY PROVIDER SUPPLIES �` - \� G 6 (TV t TEL) GATHER EXCESS m LU Z AT CORNERS UTILITY TRENCH DETAIL '� �� X Q ` NOT TO SCALE CQ < Q cS) CON5TRUGTION 5PECIFI,ATION5 Uj (j) I.FILTER FABRIC SHALL HAVE AN E05 OF 40-85.BURLAP MAY BE U5W FOR SHORT TERM APPLICATIONS. Q 2.CLT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE O REINFORCED GONG. SLAB,6'x6"xIO"WWM NEXT STAKE. w N5E CHAIRS) 3.5TAKE MATERIAL5 WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. m 4.SPAGE 5TAKE5 EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM ID INCHES DEB'.SPANS 6REATER THAN 3 FEET MAY BE BRIDGED WITH THE U5E OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 5.FABRIG 5HALL BE EMBEDDED I FOOT MINIMUM BELOW 6ROUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE x X° aX X a x — x STAKES AND FRAME. 6.A 2'x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. w FW- TYPICAL SLAB DETAIL MAXIMUM DRAINAGE AREA I ACRE ~� FOR GENERATOR AND AG EQUIPMENT U.S. DEPARTMENT OF A6RI0ULTURE FILTER FABRIC SCALE: N.T.S. NATURAL RE50URGE5 CONSERVATION SERVICE DROP INLET ENGINE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 0r NEW YORK STATE 501L a WATER CONSERVATION COMMITTEE PROTECTION - � w www.dignetnycli.com ZN or J:• �0 cfN�l'YG <C11Y www.call811.com LONG NM (for other states) STABILIZE ENTIRE PILE 800-272-44501811 WITH VEGETATION OR COVER 2 SLOPE OR LE56 JEFFREY T. BUTLER, P.E. i q, By law,excavators and-ontractors working in For safety reasons,homeowners are strongly the five boroughs of New York City and Nassau encouraged to call as well when planning any Q `I' and Suffolk Counties on Long Island must type of digging on their property. W ILI q, contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at Q 48 hours but no more than 10 working days 1-800-2724480 or by calling 811,the = W � W v i (excluding weekends and legal holidays)prior national call before you dig number.For y rryye� ILI to beginning any mechanized digging or excavation work completed on personal O W W excavation work to ensure underground lines property,it is the contractor's Z 1 \ W 4 W W � are marked.Excavaturs and contractors can responsibility--NOT the homeowner's--to \J also submit locate requests online,through contact DigNet.Having utility lines marked Z ITIC.If you do not currently use ITIC,please prior to digging is free of charge. call 1-800-524-7603 for more information. Z < N Q) Q SILT FENCE 7 I �Q NOTES: Z I. AREA CHOSEN FOR STOCKPILIN5 OPERATIONS SHALL BE DRY AND STABLE. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. O < 3. UPON COMPLETION OF SOIL STOCKPILING,EACH PILE SHALL BE 5URROMDED WITH IL v W m < CL SILT FEWIN6,THEN STABILIZED WITH VEGETATION OR COVERED. Z Z O Q TO BE USED WiBRE TOPSOIL IS NECESSARY FOR REGRADING AND VEGETATING DISTURBED AREAS. W TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE VEGETATIVE COVER,MULCH,NON-VE6ETATIVE T_ 0 COVER AND PERIPHERAL SEDIMENT TRAPFIN6 BARRIERS. THE STABILIZATION MEA5URE(5)SELECTED < — SHOULD BE APPROPRIATE FOR THE TIME OF YEAR 51TE CONDITIONS,AND REQUIRED PERIOD OF USE. Q # O W P U) — O SOIL STOGKP I LE Q Q v cv NOT TO SCALE (N 7 0) Q m (Y LL N N U— O z p < i o � PAGE: Jo:Ul.rtf�all% 4S il`�n ��.� Board of 1'ruslE f ro- ,�. of 4