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HomeMy WebLinkAbout1000-26.-3-11 OFFICE LOCATION: q SO(/lyO MAILING ADDRESS: Town Hall Annex h0 lQ P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 G 4 Telephone: 631 765-1938 ol�Ir4U ,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Ter , -Assistant Town Planning Director LWRP Coordinator -------------------- --�_,____-_ ,-._�-_:,�;_,�-_ -___ Date: March'15, 2021' Re: Local Waterfront Coastal Consistency Review for MILDRED PASCUCCI SCTM# 1000-26-3-11 Ar 1" ' ."" I �." i' • '.. r : .g .l y . In 2019 a similar action'was found'consistent' nd'an am6hdtnent to Wetlarid'Permit(8920) was issued, however based on better available information'I am now recommending this action and INCONSISTENT with the LWRP. Suffolk Environmental Consulting on behalf of MILDRED PASCUCCI requests a Wetland Permit to construct a proposed two-story, single-family dwelling with the first floor area to include 518 sq. ft. of living space, a 1,445sq.ft. deck, a 70sq.ft. ramp, and 148sq.ft. of stairway; second floor to include 1,741sq.ft. of living space, a 345sq.ft. deck, 112sq.ft. of stairway, and 625sq.ft. landing; install sanitary system along the easterly portion of the lot; install 151 linear feet of retaining'wall;-place=an approximate 370 cubic yards of clean sand surrounding the proposed INOWTS septic system; install a well; install a 30'x15' French drain 2 feet deep and construct a 560sq.ft. gravel driveway; landscape the property consisting of 2,600sq.ft. surrounding the house to be planted with red, . fescue, 6,600sq.ft. planted with Cape American beach grass; install three groupings of Atlantic Red Cedar and supplement plantings adjacent to the septic system with Groundsel Bush installed 6 feet on center and within the bounds of the property. Located: 305 Narrow River Road, Orient. SCTM# 1000-26-3-11 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-L-WRP-Consistency.Assessment_Form-_ submitted to this department, as well as the records available to me, it is my recommendation that the action is INCONSISTENT with the Policy Standards 4 and 6 and therefore is INCONSISTENT with the LWRP. This determination is based upon,the following: 4.1 Minimize losses of human life and structures from flooding and erosion hazards. According to the Suffolk County Hazard Mitigation Tool the parcel and area (including roads) are susceptible to flooding. The parcel is located within: 1. 1% (100-Year Flood Zone) and 0.2% (500-Year Flood Zone) Annual Chance Flood - DFIRM ID: 36103C FEMA flood zone AE El 6. 2. Storm Surge Zone-the parcel is expected to flood during a Category 1 Hurricane and storms. 3. Extreme and High - NYDOS Costal Risk Hazard Area a. Extreme Risk Areas are areas of frequent inundation. b. High Risk Areas are areas outside of Extreme Risk Areas that are currently at infrequent risk of inundation or at future risk of sea level rise. It is expected that the property will be inundated during storms and in most hurricanes (SLOSH Model). Sea level rise will also adversely impact this parcel in the future. 4. Move existing development and structures as far away from flooding and erosion hazards as practical. Maintaining existing development and structures in hazard areas may be warranted for.- a. oraa. 'structures which functionally require a location on the coast or in coastal waters. The single-family residence proposed does not require a location on the coast or in coastal waters— - -- - - - - - - b. water-dependent uses which cannot avoid exposure to hazards. The single-family residence would be frequently exposed to hazards. Hydrological conditions of properties change over time and shallow depth to groundwater has been recorded and is expected. The test hole conducted in 2015 should be updated. The location of the I/A OWTS is located in an area with high groundwater, expected to flood and closest to surface waters. To meet Policy 6, it is recommended that the Board re-assess the soils, vegetation and hydrology on site for a wetland system, especially in the area adjacent to King Street. 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 g A. INSTRUCTIONS � FEB c�21 1. All applicants for permits* including Town of Southold agencies, shall com lete�iis��Cvje3v M�vvr' proposed actions that are subject to the Town of Southold Waterfront Consis ency Mm , ar assessment is intended to supplement other information used by a Town of Sout old ancin 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). 3. If any question in Section C on this form is answered"yes"or"no",then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus,each answer must be explained in detail,listing both supporting and non- supporting facts.. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 026 - 03 - 11 fw, The Application has been submitted to (check appropriate response): Town Board ❑ Planning Dept. ❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital construction, planning activity, agency regulation, land transaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) „ ❑ (c) Permit, approval, license, certification: Nature and extent of action: Applicant proposes to construct a proposed two-story, single-family dwelling with the first floor area to include 518 ft.2 of living space, a 1445 ft.2 deck a 70 square-foot ramp, and 148 ft.2 of stairwa • second floor to include a 1741 ft.2 of li ' a s uare-foot deck 112 ft.2 of stairway, and a 625 square-foot landi • install sanita s s6iii`al the easterly portion of the lot; install 151 linear feet of retainin all lac r-oxJmate 370 yd.1 of clean sand surrounding the proposed IA/OWTS septic system;install a well,install a 30'x 15'French Drain 2 feet deep and construct a 560 square-foot gravel driveway. Applicant would landscape the property consistent with the submitted landscaping121an consisting of 2600 ft.2 surrounding the house be planted with red fescue, 6600 ft?the plan with Cape American Beach grass, install three groupings of Atlantic Red Cedar and supplement plantings adJacent to the septic system with Groundsel Bush installed 6 feet on center and within the bounds of the property. Location of action: 305 Narrow River Road; Orient,New York Site acreage: 0.29 acres f Present land use: Residential Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Mildred Pascucci (b) Mailing address: 429 Highfield Loop, Myrtle Beach, SC 29579 (c) Telephone number: Area Code(51697-9172 (d) Application number, if any: N/A 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? 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 As indicated within Policy 1,"Development that does not rein force the traditional land use pattern of the Town of Southold would result in a loss of the community and landscape character of Southold.",this proposal is to construct single family dwelling supported by a new,innovative,and alternative Sanitary system as well as full drainage(stormwater)control m These improveents will occur within the traditional residential land use pattern existing in the neighborhood. 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 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 5 through 7 for evaluation criteria ® Yes ❑ No ❑ Not Applicable Subject proposal will not adversely impact the visual quality of the surrounding area in that the proposed changes to the property will be residential and in keeping with the character the area The vacant lot is not an important scenic resource to the town. Accordingly,this proposal is not inconsistent with Policy 3. 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 Proposed Project incorporates the required runoff controls adopted by the town.Accordingly,this proposal is consistent with Polio 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 The proposed project will result in compliance with the Town's Stormwater Control Standards.The proposed IA/OWTS sanitary system will significantly reduce nitrogen entering groundwater and traveling towards Orient Harbor. Accordingly,the proposed project protects water quality and is consistent with Polic 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 'bitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria ® Yes ❑ No ❑ No pplicable Subject pr osal will m i tai the ualit of the surrounding ecosystem in that the prQject includes full storm water control and provides a new 1610M septic system that reduces levels of nitrogen which otherwise would travel into Orient Harbor with the prevailing groundwater flow. Accordingly, proposed project protects the surface water ecosystem and 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 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 Not Applicable. Attach additional sheets if necessary 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 Not Applicable. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependence uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria ❑ Yes ❑ No ® Not Applicable 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 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 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 Not Applicable. Attach additional sheets if necessary �.• APPROXIMATE LOCATION of PROPOSED ` y DWELLING 40, CA 21 Ap 1 - �yy��i �`. � . - - ' r3� �1"' /k �.s» .1"' -"•b_ _��ilr= � F �,y ��� ,fix `-!•.. �'-e, -_ � MG}.� -�,p ����, y� a `i i;' _ wy�y r i �� 's � - x,.116 ,� • -ap �„Y�1... 1 0 • •. • • • • 111 1 1 1 1 •1 PASCUCCI Property Situate: 305 Narrow River Road • Orient, NY 11957 SCTM#: 1000—026—03— 11 (Photographs taken on December 30th, 2020) 4 ft, . L " t j AN e . ISZ�' �«. .�.. °�',� ° A"C^ h,, r. e "�,,,,�� •�I�_...`e..+`� 7 ).:. .fee ��'^,,.,� '} �3f F,�'. A T w, �.y.. p c; ��;. � 'yY^ `` � � •'`'0� "`��� "v" °�„"+y`"". ' a �je ref � 1� +°, « Rte; ` ,�`•� `d” n`* ,� °"I- L`�., t'> �,�, .«;/.s��xr •�t� ��, ' �3;�� ,*� ^�v �7�,�,��: Y�`,a t� 1' J j+�� C'�".�w.w"�ta. t�,y4yR��✓t��s e ,t' ��",y��t1"tiw°'� •., .t 1���y� ! ;l *�' .e� Fr "y +" lilt L NOV,` .L . .a 4 ►:„ ' The photograph above (taken facing northwest) depicts the southwest corner of the proposed dwelling. PASCUCCI Property Situate: 305 Narrow River Road • Orient, NY 11957 SCTM#: 1000 —026—03 — 11 fff (Photographs taken on December 30th, 2020) n•1 Im ^ r i y c� The photograph above (taken facing east) depicts the southeast corner of the proposed dwelling. APropertyP SCUCCI Situate: 305 Narrow River Road • Orient, NY 11957 SCTM#: 1000 — 026 —03 — 11 (Photographs taken on December 30th 2020) k Y.� a* The photograph above (taken facing east) depicts the southeast corner of the proposed dwelling. PASCUCCI Property Situate: 305 Narrow River Road • Orient, NY 11957 SCTM#: 1000—026—03— 11 (Photographs taken on December 301h, 2020) d, 41 §44 `1. t f A'1k , . •�ti," r �ar -r �a _ �!•�,� `� y''l-art-' The photograph above (taken facing northwest) depicts the northeast corner of the proposed dwelling. PASCUCCI Property Situate: 305 Narrow River Road • Orient, NY 11957 SCTM#: 1000 —026—03— 11 (Photographs taken on December 30th, 2020) r.. a 4 r.01"� vg r� ..p v`'a„ .4� b� �°"'.. •' 7'y. " „»w.tR d` '^ '°•+'` ' t if kg r b Si T"5,y t } e' i The photograph above (taken facing west) depicts the northwest corner of the proposed dwelling. �r PASCUCCI Property Situate: 305 Narrow River Road - Orient, • 000 . t (Photographs takon December 1 , 20 20) � _ _ —� ' ::.f •VIM � _, s ti. ,. The + photographabove (taken • / depicts the northeast corner of the proposed . • PASCUCCI Property Situate: 305 Narrow River Road • Orient, NY 11957 SCTM#: 1000-026-03- 11 (Photographs taken on December 3011,, 2020) 110, jk S , rUT 1 s y t v � vk9 *r The photograph above (taken facing west) depicts the northeast (foreground of photo) and northwest (background of photo) corners of the proposed dwelling. PASCUCCI Property Situate: 305 Narrow River Road • Orient, NY 11957 SCTM#: 1000—026—03 — 11 (Photographs taken on December 301h, 2020) rr sr fly w�j3 ,�kL t :mw a 5. w,W.gt d6�4 a . i y ' $ l The photograph above (taken facing west) depicts the subject property as seen from Narrow River Road. PASCUCCI Property Situate: 305 Narrow River Road • Orient, NY 11957 SCTM#: 1000—026—03— 11 (Photo ra hs taken on December 30111, 2020) z, x, The photograph above (taken facing north) depicts the subject property as seen from the corner of Narrow River Road and Harbor Road. 9 Construction Notes r r! y v F— f� o�' y �T 1. All matenal proposed for this site shall be clean sand or bank � c(7 F run materials. This material then to be covered with a thin z PERSPECTIVE VIEW layer of topsoil&seed. ,\ roposed Well E Y 00 FE MOiP03T=.: 2.An and all access to the site during construction must be FENCE P09T Y 9 219` � r raised with an appropriate stone blend material suitable to 116.5.10 0`wwF protect the public road from silt and debris All silt fencing j FILTER CLOTH must be tightly fitted to each end of the construction entrance _ �� C LOP and maintained throughout the project / 1 O G w O p EMBED FRTERCLOTN 3.Roof gutters and leaders&driveway drain to be connected to y M MIN.8'INTO GROUND ? the perforated pipe installed in the perimeter of the French // (� NOTE. Drain / Ill ?! O rq MAXIMUM DRAINAGE AREA 1R ACRE 1 100 LINEAR FEET Fence M SECTION DETAIL SILT FENCE DETAILS ++� // 00 0'N r / 6 ,00 I �/�n n FF oN O SFs? o ® 'ur+U Q / o'0 A� (�ti� � .S. RFs Ery s� 'CJ •� 2y. FF.- x S 04 S,oa G t - �,�,�� Sou Id Town Rd a Trustees m Old CSS S� °��`°q a '' / 4' �� L_ Z 6� x o � �/ Scale:N T.Sn A_A ,0'' F //°` UJ Z O �//J /� TOTAL ROOF DECK SF=1,540 �^ TOTAL PLANTING SF=588 / 1 Lu J CO Lo p N TOTAL DECK SF=362 V) Z O `J e'C0 J \ / T 2 4' =Existing grade y r cn TEST HOLE DATA 28 �8 �qzp OP O =Proposed grade W x �O 36, ss.� = o m BY McDONALD GEOSCIENCE 8� sho n To be completed as Cl—ng from roof gutters not a d DA TE.` 03/11/15 O tvq RFT required In field EL=2.8 DARK 0.0' Stormwater calculations � AR°p��� BROWN LOAM Roof Area=1540 sf (OL) ) Planting Area=589 sf EL=1.8 1.0 Deck Area=2490 sf BROWN Total House Footprint=2490 sf F NEW SILT (ML) Roof Area=1540 Sf x 2"=256.2 cf 0 EL=0.2 2.6' y fL WATER IN Driveway=56o Sf x 2"=93.3 cf BROWN "h Zo�J •/. SILT Total Impervious Area=350 cf storage required EL=1.2 (ML) 4.0 DRAWN BY JF/RG French Drain System WATER IN BROWN FINE 15'x 30'X 2'=900 cf July 8,2019 To 900 cf x 40%=36o cf void storage COARSE SAND EL=10.2 (SW) 13.0' SCALE.AS NOTED Stormwater Management Plan SHEET NO. 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SAWMY RPE M BE sm-ss Ptc DR As SPE°FVD w PIANS CL PVC PIPE DJO34 rOJ 4 -1CQ C) u witwo ewsiwTrnr+,moss AND SEwmrt C°tTROL tual�s To Itnuzm As f¢tFsswr m INavfrtr na W O R• W �\ mIN5POR7 Ci StDaRNT ro CiF 91E ARE/5,PDrmS OR•telA6 Dells T1E YET1oD5 Atm YAIFIDAtS EYPLOYFD N } BEND SDR 35 9J 00�2je, ae '36'• Qs 4 °or as tnvsw ANomrmNma.°F vmsGN coma uuwus swL msaa ro THE NLw Yaa aeanDs a, Z TO 5£PRC 4 +�• a. -�° to Au eA°mu sou BE SE—mANIAAR YATODAL GLPA=TD vex UA DFH4tt AT n¢OPTBNtr um M LI.I Q FROM DWEUJNG TANK B Cwj p'`•Ky,Nc ` catTmi As oETmwxED Br sTAxDNm PRocme TRr I Z J w C7 zw = h � � Cl 80'PVC WYE Cl TO Pw HOUSE ADAPTOR D A ,rDO O Bowe/% J��°2:gti LEGEND IV Q 0 r 0Z � � OLDco CLEAN OUT DETAIL Q fo�0/41st ,��� To�� °° ® E luJ E w x e Q \ 6,0+ = PROPOSED GRADE LL O suarAms»,TN N.T.S. ' ' BFN O 0 EXISTING GRADE - :0 EC 3 1 2020 a. O O _ Il Q SANITARY DESIGN Southold Town 0 SCALE. 1 FF 30' 3 BEDROOM Roard of Trustees LOT AREA = 12,505 SF HYDRO—ACTION AN400=440GPD o NO SURFACE WATERS WITHIN 300 FEET LEACHING: 300 SF REQUIRED (5) GALLEYS 2.5' DEEP NEW TEST HOLE DATA (2) EXPANSION GALLEYS 2.5' DEEP i BCA,E,o A BY MCDONALD GEOSCIENCE - � DATE 03/11/15 EL=2 8 0.0' HOUSE CONCRETE COLLAR WATER TIGHT FRAl1E k COVER I1MK FF.ET- 105' ///��� esanN TOPPER END PLUG / W7 APPROVED LOOKING DEVICE CCNfAE(E CO OHO StO��� EL=1.8 ou 10' I I EL 8.5' RNISHED GRADE eaoWCRAnE EL J0' DRA /LH LE. BRDAtt 6 6' Bl 'Am GRADE 5x �"tm.m�mr r.ru Ml 8'min 1'MIN - 1 01 2'MAX 2'MAX EL=0.2 2.6' 4!SIR PIPE 615. I E June 04,2019 CUT6 3' '1$Friz ; ' 1$L BILL OF MATERIALS wAmRIN / I 1 r PER FOOT MIN I E t 1 f�5:?{:J,s „ 25 25' 1 4"PER FOOT MIN PITCH FLOW 5 S' "' CONTROL PANFL 8c AIR PUMP ELEVATION snr MIN 4'DIA SANITARY PIPE UNE PVC WASTE UNE --�iYM —+F EL=1.2 YQ 4.0' SDR 35 STIR u �O (6][EAcxD�ALrErs0-2D N.T.S. SCALE:AS NOTED B ( ) WAIET IN 1.0' Htt>��CN GROUND WATER _ HIGHEST EXPECTED SHEET NO. NI-MI/A HIGHEST RECORDED GROUNDWATER �� - GROUNDWATER EL=10 2 (EM 1 T.0' BACKFILL MATERIAL TO BE CLEAN SAND k GRAVEL SCTM#1000-26-03-11 HYDRO—ACTION AN4O0 DETAI A HIN A EY DEMI 305 NARROW RIVER RD AN•400=44OGPD SANITARY SEPTIC SYSTEM PROFILE ORIENT,NY N.T.S. r SITE PLAN_ Scale: 1.0"=20.0' N ff '' l ti r r� NATIVE ,� �, •;` l i.^ o Groundsel Bushes "' FESCUE . y NOTE: bushes to he planted 6.0'o/c within the boundaries ■P i v of the subject property -� (; •�•+ N CD CD W U �. " - ( PLO g Proposed \ ® � Z Retaining Wall H Q r—L4 ho �' '`�,� :•��. - "ate; , 'aq„�a«,�_ .v'� ,r_ ,l �' `.,, ��.� � � x � P�4� �• r'; :��' - -„�., .��-�gym- / �= ti �' �. ��.,, i �, � ,� � z � Z � � <� co sno 0 co 7 I - i�.•�• 1 6 Awl 3 $� z c V H °a BEACH O4O r m o v 6i E GRASS In FY O •.. ti .q .:.............. ............................... DEC 31 20 L O o L4 d� ATLANTIC ° RED CEDAR - ��l ® (Plantings) S O E L 56 EXISTING Groundsel Bushes NOTE: Vegetation to be maintained, within the road Right- MAP NOTE: Prohibition of Sod for Entire Property Of-Way, and supplemented where needed(@ 6.0'o/c) within bounds of pro ertt only. PLANTING SPECIFICATIONS : N 0 Applicant proposes to implement this proposed planting plan in order to establish new, and maintain existing, native vegetation thereon, all following completion of improving subject property with a Single-Family Dwelling, Driveway, Sanitary System and Retaining Wall. Specifications are as follows: N ■ AREA of NATIVE FESCUE: The immediate area (2, 600 square feet ±) surrounding the Proposed Dwelling & Driveway is to be established with Red Fescue (Festuca rubra) and maintained at a certain height via regular mowing. No fertilization is permitted within M CD this area. Recommended establishment procedure by the United States Department of Agriculture is via broadcast spreader at a rate of 4 N pounds Pure Live Seed (PLS) per acre. Z � � • AREA OF BEACH GRASS: The majority of the remaining area of the property (6, 600 square feet) outside the footprints of the Z „ z improvements is to be established with Cape American Beach Grass Ammo hila brevili ulata . Recommended establishment procedure b G� H ® � p p ( p g ) P Y the United States Department of Agriculture is via hand planting, creating 8" deep holes (minimally) @ 12" o/c (staggered) and inserting 0H two (2) to three (3) culms per hole. 0.4 hO o Z T 0 Additionally within this area, groupings of Atlantic Red Cedars (Juniperus virginiana) are to be established in three (3) or more locations O Ov o (not to be planted over the proposed Sanitary System), at 5.0' o/c ± @ 5.0' — 6.0' in height ±. o -+-+ • cc o • AREA OF EXISTING GROUNDSEL BUSHES: The area along the outward face of the proposed Retaining Wall contains existing Groundsel Bush (Baccharis halimifolia), which are to be maintained, within the road Right-Of-Way. Where needed within this area, O supplementary plantings of Groundsel Bush will be installed (@ 6.0' o/c), but only within the bounds of the property,. o Please note that the majority of an area of existing area of vegetation along the northeasterly section of the property is to be maintained. V z VM 0 M 0 Also, please note that sod is prohibited for the entirety of the subject property. E O n r i}�`"„4.7„,�Y'`�""• „!+1 , ,aw�.`y����� ..t �^��.` �� .a.'cX" _a �. .. ., .�r'„.s',,����� ° (i � VO. DEC 3 /0 (0 CL -O L Red Fescue Beach Grass Atlantic Red Cedar Groundsel Bush I t raid n (Festuca rubra) (Ammophila breviligulata) (Jumperus virginiana) (Baccharis hahmifolia) Fai C of es ' � c C A cn A U° . 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"W@+ ,m �' -'.. �" r �`�`c .,'n� xt"c:� ".r*.k, '�';y", � �" 3.. 3a�,;.yt�:_«�; a�4s. .? ;.�'•�;• ��w,3 ,�k''-"�^' *r� „"`z, „�H ^^ „,�$ �� % ���n.� `kt w�,� ' .=�a-`=$^+".,^"-T^"Yap=`TM�= ��•i�..•v=z� � `z. a�...r ,.r�,; '�" _ ,:�= �'��'.�'.�: '� ' �'�.s.:3.r.-�- a,sr s;e�,n t#may r�'ers�"-,yam.''}='�.� �a _s: t-zs' "�,• "�-,�"+���`k.,�'' r� �_ _ _ �` §"�.' _.^s;_ a"a:�":,.,. .,,� x ,,z.x ,.�c<: :�ye�,.,,, �i,+y;�w.".;„�.. s, ..<r�r �.�,.�, � -�W-".`�`'# »..r +`"» '•^€uaaa;.� �- �� _ a, - - � �ti: ,y< .'z>�.fi.'�T=.. _ � ,�-+ � �`•«-Y }'NOTICE K m'Iwcrw 1000 ySECTICN NO :,xma,i A COUNTY OF SUFFOLK,-(g E va 22 °"'" — J' d. Real Trp r Ta ScmiceA enc �rr+�•°u Y �] # Pe Agency w E .—SI111OH¢giYFO-W OFTHE M M—F SOUTHOLD 026 w FF 300 GnfeYTYA:,(pw,.Ami NV•ll901' SIFFOLI(C0.NfY TA%M1Wp6FROH9IED A V Fore r vara w euv+,n b _—F—— —__ eru+,er,Fq,6 m.eo�a.- , a m NTf1ilR U"T FS—E O=THE p ...._.__ _ ____•__ wsrar. __w.__ ___ 4 Fr, S, RD1L Dd')A3,IY TA%tSFO['E IaBLY V61K£bF I. t 8I A OWTS General t TOP WALL Requirements EL. 6.5' EX y1 oto �p e1 1. The installer of I/A OWTS must hold a current Liquid Waste License pursuant to Chapter 563 Article VI (Septic Industry �� 1 to Businesses) and Endorsement J (Innovative and Alternative Treatment System Installer) through the Suffolk Cc my Department of ELEC. ypt` 0� QO Labor, Licensing and Consumer Affairs, pursuant to Suffolk County Code § 563-79(11) (J). The Department of L bar, Licensing, and O # 5 REBAR PANEL `�pr� OK Consumer Affairs maintains a list of licensed I/A OWTS Maintenance Providers. © 18" 0.C. gJ 2• An executed Operation and Maintenance Contract between the Maintenance Provider and Property owner must a submitted to (horiz.) the Department 3. All installed I/A OWTS are required to have an initial 3-year warranty and operation/maintenance service contract. 20 AMP BREAKER 0 4. When an I A OWTS requires a vent, the unit shall be vented to the roof of the residence being served. Vent O >\GJ / q g pipes sh extend a VARIES EXTERIOR RATED X minimum of 6 inches above the roofline and the top of the vent shall have a minimum horizontal separation of 12 inches to he sloped (n 3» RJNCAON BOX BELOW 1 portion of the roof. In cases where it is not practical to vent the system to the residence roof, a vent pipe may be piped to a exterior GRADE/N \��p side of the residence and terminate a minimum of 18 inches above grade. These vent pipes shall be located a minimum of 3 fee from 5 REBAR SPRINKLER BOX 0�2,\\,`Q any window or doorway and must terminate with a carbon filter device. All vent pipes must have a minimum diameter of 2 inches. Z ® 10" O.C. P\\ 5• Garbage grinders shall not be permitted when an I/A OWTS is utilized as means of sewage disposal. In addition, water softeners p (vert.) 2 AWG OF W)RE shall not discharge into an I/A OWTS. Z DIREXT BURIAL X 6. Install I/A OWTS tanks according to manufacturer?s recommendations. All applicable recommendations provided by the Q GRADE VARIES ��\�. -9b �9J manufacturer shall be implemented Lo Lo - ILLI=1 1=1jj 1=1 I i=1 11=1 1=_I C Q 111 11 1-11= 3 7. The I/A OWTS tank shall be installed at level in all directions (with a maximum tolerance in,any direction of +/ one quarter inch) r' 1111 =11111=11711-11111=11111 PFS CONTROL PANEL on a minimum 3-inch thick bed of properly leveled and compacted sand (free from rocks) or pea grave J O r LL 48" # 5 DOWEL p 1111 III W P80 COMPRESSOR A/R PUMP 10" WITH HOOK 0 8. The top of the I/A OWTS tank shall not be located greater than 2.5 feet or less than one foot below final grade. NOTES ,OO � ; 4" KEY 1-CONCRETE TO BE 3000 PSI O O Electrical Requirements 4' ELECTRIC RISER DIAGRAM APPROXIMATE - Z lo 2-STEEL TO BE 60 KSI ,� 1. Control Panels U„ � w LOCATION OF 3 3-ENGINEER TO CERTIFY THE FINAL N .T.S S. \ SANITARY SYSTEM a• All wiring and equipment are to be installed by the electrical contractor in accordance with the - - CONSTUCTION OF RETAINING WALL AS OO National Electric Code (NEC) and local codes. REQUIRED BY HEALTH DEPT. O O� \ b• The control panel box must be placed outside on a suitable pedestal near the structure that It serves. �� ® O 8" p „ p �, \ J Alternatively, the panel box may be mounted on an outside wall of the structure (preferable a utility �'^ O 10 ENGINEER TO BE CALLED TO INSPECT THE oto fj O �Q room, and note living space). N v fct -- REINFORCING BEFORE PLACEMENT OF CONCRETE �cp �6' �°!y �e� d. The control panel shall be placed at a comfortable height for access. 48" \ �1 /• The panel shall meet National Electrical Manufacturers Association (NEMA) 4X specifications. CV '7 e. The conduit must have appropriate seals to prevent gases and moisture from reachingi�D cv p 9J the control panel orjunction boxes. F- Z 5 REBAR ® 8" EACH WAY IN FOOTING p 1" c� c� s iy A f• Each system shalt be equipped with a functioning warning system which will activate audible Cn fl F- �t�� SF Lid !y'AO and visual alarms hat can be readily seen and heard by the occupants of the building served. 6 p Ln FOOTING TO BE ON 3000#/SF SOIL e`�J�e 27g' O 2.Pum s, Blowers, Level Sensors, and Controls The electrical junction box serving the pump motor and floats must be watertight and W � p // located outside the I/AOWTS tank chamber. 1.6. CL (Q > b• The Department shall observe the pump system operate through a normal operating cycle. 4',o y� ps c. Inspection for leakage of the force main fittings will be made during the pump test procedure. SEPTIC S`I'S T E M RETAINING WAL_L_ ''�9� APPROXIMATE LOCATION OF N .T. o , O�� 8�) 000, SANITARY SYSTEM O 11c�' o ,\ 7 N��. .�s,OO'J General Notes 6 s� a <1\ 1. LOT AREA. 12,505 S.F. OR 0.29 ACRES \ C',, roi, YST��/o� 2 STOR40,i 0'0O ss 662 0 �`�� 2. SCTM#1000-26-03-11 \ eS, ///� / - �■ yl 7j0 S QP 3. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM A SURVEY BY Nathan Corwin Surveyor. LAST DATED 02/19/2016 & YOUNG & YOUNG "12 s 0A_ 6 O� DATED 10/24/17. ELEVATIONS REFERENCED TO THE NAVD 88 DATUM. CONCRETE , 7 SO• Py o �3 Or S Of ON Aj lc ^� 2 4 �00� 4 OFALL SOUTHOILD MATERAND THE ALS AND METHODS SUFFOLOKFCOUNTY DEPARTMENT SHALL OFOHEALTH SE RVICESTHE TASDREQUI EDARDS D SPECIFICATIONS OF THE TOWN COLLAR 24„ J e ,�� S� x,o STOPPER END O� Q� sv , < 1 5. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. ?8y ��� k sb, M X83 G \��p �C` THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE OR PLUG n2 ys V�\� ��R OG CONFORMED ACCORDINGLY IN THE FIELD. �.�. �O SIG 6. A MINIMUM SEPARATION OF TEN (10 FEET HORIZONTAL AND EIGHTEEN INCHES VERTICAL IS TO BE MAINTAINED BETWEEN Cl n �?" � s• ti RISER & COVER O " q < WATER LINES, STORM DRAINAGE AND OR SANITARY LINES OR STRUCTURES. ti S ^� "IGgJ3F0 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. 0) x a2 c 4"i 8. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED of IN ACCORDANCE NTH TOWN, COUNTY, STATE AND FEDERAL FIBER JO/NT- p ?6� 6 7� LAWS. CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OFF ALL UNSUITABLE MATERIALS OFF PACK/NG �G A X J o F Oj SITE. DEBRIS SHALL NOT BE BURIED ON THE SITE. C� S s x 0 G O f� 0 F ^ 9. ALL PRECAST STRUCTURES SHALL BE APPROVED BY THE COUNTY AND COMPLY WITH THEIR REGULATIONS. ' f ' S A T ?S - V Cl SEWER PIPE - �� �N/T��c�p 2 0 (�� 10• ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 28 DAY STRENGTH CONCRETE. i.i.1 UJ (TYPICAL) / }' 140 0' ^° 1 11. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS PVC PIPE D3034 I Q J ��Z� ,�p TOq C) 12. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE �. y, 0 /Q• V �l'9 O TRANSPORT OF SEDIMENT TO OFF SITE AREAS, PONDS, DRAINAGE INLETS. THE METHODS AND MATERIALS EMPLOYED IN e� �-- Cl 3l�- SDR 35 e//%9 00�2ger X138 �6' ssC� F GOC THE INSTALLA11ON AND MAINTENANCE OR EROSION AND SEDIMENT CONTROL. EROSION CONTROL MEASURES SHALL CONFORM TO iNE NEW YORK GUIDELINES z J _ BEND TO SEPTIC \�� S/011' 283 ly�ry�PF� 13. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95% MAXIMUM DENSITY AT THE OPTIMUM MOISTURE W Q 6' OX. � 9j CONTENT AS DETERMINED BY STANDARD PROCTOR TEST. W J FROM DWELLING TANK_ ,� (TNF A�51' 1" - O "0 W Z ' O pry Z F- Lo C.I. 600 PVC W)'E Cl TO PVC O r� 7O q0 \h� O U ~ d7O OHOUSE ADAPTOR bO APPROXIMATE L6LOCATION OF LEGEND Q SANITARY SYSTEM 0 r O ® ``^^ r (Q� TOPR � LL VJ T- co O Lo//% WE PROPOSED O U CLEAN OUT DETAIL_ _ J o APPROXIMATE O 9/ PROPOSED 6 Q-F- - PROPOSED GRADE W X C LOCATION OF SANITARY SYSTEM ■ N . T . SANITARY SYSTEM O M�,/•� O W 7 .0' = EXISTING GRADE W 0 AREA CALCULATIONS W IB' ROOF DECK SF = 1 ,540 N 14! ROOF PLANTING SF = 588 45 1/E O DECK SF = 362 SANITARY DESIGN SCALE : 1 " TOTAL SF = 2,490-- 3O 3 BEDROOM - E LOT AREA. = 12,505 SF LESS THAN 2,501 SF ALLOWED THEREFORE OK HYDRO-ACTION AN400=440GPD CORTIM NO SURFACE WATERS WITHIN 300 FEET (12,505 LOT X 20%) =2,501 SF "`� P"� LEACHING: �s C 300 SF REQUIRED (5) GALLEYS 2.5' DEEP TEST HOLE DATA oF r�e6�,y (2) EXPANSION GALLEYS 2.5' DEEP FIS0 B BY McDONALD GEOSCIENCE DA TE. 03/11/15 HOUSE CONCRETE COLLAR y .:: " 63• EL=2.8 0.0 , WATER TiGHT FRAME & COVER / DARK F.F. EL. 10.5 G BROWN STOPPER END PLUG W/ APPROVED LOCKING DEVICE CONCRETE COVERS--\ LOAM BELOW GRADE X ~ EL=1.8 (OL) 1.0' EL. 8.5' FIN/SHED GRADE DRAM! Y: JF / H 8 60 -� "'_'--""'=11111=11TH- _ 11111 - - PI TCH GRADE BROWN 6.6' III=1111 Alii-1111 II= 1_I111- SILT 8'min. -11111 -11111=1111-11111= I- ML) 1' M X =11111_ 111111 �, M 5� --- V%�HP80 COMPRESSOR OTE PLC CONTROL PANEL EL=0.2 2.6' 4" SDR PIPE 1.E. I.E. ;.:.:.:.:.:.:.:.:.: '::::;.:.:.:.:.:.:.:.:.:.:.:. FEB 10, 2020 CLEAN CUT 6.4 6.3 :: `<1 { f :' VM 6x66 0/IT V WATER IN 1 4" PER FOOT MIN. PITCH 1 8" PER FOOT MIN. I.E. _ :',:,_ ', : '•. ; ';: : 2.5' _ ::, 2.5' BILL OF MATERIALS BROWN FLOW / 5.5 ITEM P/N DESCRIPTION aTY SILT MIN. 4 DIA. SANITARY PIPE LINE PVC WASTE LINE -11 � :� ' •''�:'�'`�.'�� `.'�� .:�:� := ;: CONTROL PANEL BC AIR PUMP ELEVATION HA-180053 AN400,245 NITROGEN REDUCTION COMPLETE 1 (ML) , SDR 35 SDR 35 �` �I_1= N.T.S. A 160052 TANK,PRE/PUMP400 I EL=1.2 4.0 _,=1 SCALE: AS NOTED 6 130002 KIT,SNG 2 TANK CONNECTING STANDARD 1 _ . [6] LEACH/NG GALLEYS , C 100110 ASSEMBLY,RE-CIRCULATION 245 COMPLETE 1 EL. 1�I� 2'O 2' DEEP) 2.0 D AN400-P AN400 W/PLATFORM COMPLETE 1 8 1.0' J 111 ( WATER IN II I_ o EL. 1.0 E EC50-30-L-80-PI_C OPS,EC50-30-L-60-PLC 1 _ , BROWN - FINE GROUND WATER _ ,,,,, To = = _ - = IJ1LI=11jJ1--" HIGHEST EXPECTED HIi./I\0-Al.i�lU'� � IJJ)I-I rl�l IJ1-IJJ11=1J LI=JjLI- COARSE AN-440 ISA HIGHEST RECORDED GROUNDWATER ISI-111111111=11111=11111=11111=11111=11111=1i"- SHEET NO. SAND "II=1111=11111-11111=uin= II-11111=Hili GROUNDWATER EL=10.2 (S� 13.0' BACKFILL MATERIAL TO BE CLEAN SAND & GRAVEL SCTM #1000 - 26 - 03 - 11 HYDRO-ACTION AN 400 DETAIL LEACHING GALLEY DETAIL NITROGEN REDUCTION SYSTEM COMPLETEhyd~ ctiod �A400'245 ° A_180053 305 NARROW RIVER RD AN-400 =440GPD SANITARY SEPTIC SYSTEM PROFILE ORIENT, NY N . T . S . to C. U C GRADE LL LL _ Construction Notes �— w moo* 11. All material proposed for this site shall be clean sand or bank co �o run materials. This material then to be covered with a thin z PERSPECTIVE VIEW layer of topsoil & seed. ,\ roposed Well E Y to LO 36" MINIMUM 2 x 2 2. Any and all access to the site during construction must be 9 Q °' FENCE POST � ' `L 1 �� Rt � T raised with an appropriate stone blend material suitable to Oo \V } WOVEN WIRE FENCE protect the public road from silt and debris. All silt fencing `� Lu z (6 x 6 - 10 110 WWF) p p g > FILTER CLOTH must be tightly fitted to each end of the construction ertrance �, S�oPE N FZ and maintained throughout the project EMBED FILTER CLOTH GRADE 3. Roof gutters and leaders & driveway drain to be connected to <1\ E MIN. 6" INTO GROUND I the perforated pipe installed in the perimeter of the French / Z NOTE: —ii Drain silt �j Lr) MAXIMUM DRAINAGE AREA Fence 0 1/2 ACRE / 100 LINEAR FEET CO SECTION DETAIL SILT FENCE DETAILS0io O sea nrs U) O N 7 q,, o�� Xhs Vis' ��FS x(bti z'topsoil tX ID I1O ;"3tnne / Py Xso .S6' X Filter FAnr D 8S O e Perforated ppc 8�. z"muumum stone / L around perimeter of drain O Q 0 � Connect rout and driveways firms .6r Bottom Elevation.z.,3' �C V' P v s„ oo R Q Remove all imprl with /�� �/ ANgaQN M ! mat erial+backfill with clean sandRRmvcl undwater o.z LO R � J —J </ LL 76 ' s°X x�o c �,1 �.... W o Section A-A 7 /IV- W Z . 0 Scale: N.T.S / /�. F / TOTAL ROOF DECK SF = 1,540 Z I— LO TOTAL PLANTING SF = 588 0U W 0) J � 1 TOTAL DECK SF = 362 ���^^ Z �p 7TSA 2.4' = Existing grade LL � co TEST HOLE DATA • 2831 6'q 0/"- +4' = Proposed grade LL X 6 � o °m 8 Y cDONALD GEOSCIENCE O Piping from roof gutters not a O M � 8 � shown. To be completed as � d DA TE. 03/I I/I5 O �vq� �'F� required in field. op0c Cn EL=2. 8 0. 0' Stormwater calculations � DARK BROWN LOAM Roof Area = 1540 sf (OL) Planting Area = 589 sf EL= �. 8 • �' Deck Area = 2490 sf BROWN Total House Footprint = 2490 sf SILT �� (ML) Roof Area = 1540 sf x 2" = 256.7 cf EL=0.2 2. 6 ' Or WATER IN Driveway = 56o sf x 2" = 93.3 cf BROWN t��t J �' '� ( LT Total Impervious Area = 350 of storage required �; �� V �o,� 052 EL= 7.2 4. 0 90, _SSIQN�� French Drain System i L` 3 1 N BY: JF RG WATER IN - BROWN FINE 15 x 30' x 2' = goo cf July 8, 2019 Southold Tovdm TO 900 of x 40% = 36o cf void storage Trustees COARSE SAND EL= �0.2 (SW) SCALE: AS NOTED ,3. O' Stormwater Management Plan SHEET NO: Scale: 1"=20' LOT AREA = 122505 SF SCTM #1000 - 26 - 03 - 11 305 NARROW RIVER RD ORIENT, NY $„ ,,e�� I/A OWTS General Requirements I TOP WALL t` o(1 0 *I EL. 6.5' EX .�1 oto 4P Q1 1. The installer of I/A OWTS must hold a current Liquid Waste License pursuant to Chapter 563 Article VII (Septic Industry �� �'� N ,o Businesses) and Endorsement J (Innovative and Alternative Treatment System Installer) through the Suffolk County Department of ELEC. yp�` o`� Qa. Labor, Licensing and Consumer Affairs, pursuant to Suffolk County Code § 563-79(11) (J). The Department of Labor, Licensing, and # 5 REBAR PANEL �o ec' P,l Consumer Affairs maintains a list of licensed I A OWTS Maintenance Providers. �` b�G / * 18 O.C. yv 2. An executed Operation and Maintenance Contract between the Maintenance Provider and Property owner must be submitted to (horiz.) the Department 3. All installed I/A OWTS are required to have an initial 3-year warranty and operation/maintenance service contract. 20 AMP BREAKER 4. When an I A OWTS requires a vent, the unit shall be vented to the roof of the residence being served. Vent 0 ,�� / q g pipes shall extend a VARIES EXTERIOR RATED X minimum of 6 inches above the roofline and the top of the vent shall have a minimum horizontal separation of 12 inches to the sloped (n 3» JUNC77ON BOX BELOW 1 portion of the roof. In cases where it is not practical to vent the system to the residence roof, a vent pipe may be piped to the exterior ' GRADE IN \��� �� side of the residence and terminate a minimum of 18 inches above grade. These vent pipes shall be located a minimum of 3 feet from 5 REBAR SPRINKLER BOX �Q,\\,`Q any window or doorway and must terminate with a carbon filter device. All vent pipes must have a minimum diameter of 2 inches. Z ® 10" O.C. �� P\\ 5. Garbage grinders shall not be permitted when an I/A OWTS is utilized as means of sewage disposal. In addition, water softeners 0 (vert. 2 AWG OF WIRE shall not discharge into an I/A OWTS. DIREXT BURIAL X moi' 6. Install I/A OWTS tanks according to manufacturer?s recommendations. All applicable recommendations provided by the Q GRADE VARIES v��� -9 �9J manufacturer shall be implemented Lo _ I1 =1"=1111=11111=11111=_11111=1Illi v 6 Q III 1111� =11111 1111=11111=I-lull=11111 b� 7. The I/A OWTS tank shall be installed at level in all directions (with a maximum tolerance in any direction of +/ one quarter inch) O r' =1I 1 1111 PLC CONTROL PANEL on a minimum 3-inch thick bed of properly leveled and compacted sand (free from rocks) or pea grave J T- 48" # 5 DOWEL 0 IIII I I'� W/HP80 COMPRESSOR A/R PUMP � �� 10" WITH hIOOK 8• The top of the 1/A OWTS tank shall not be located greater than 2.5 feet or less than one foot below final grade. �Q 7 W Z 4" KEY 4, NOCONCRETE TO BE 3000 PSI ELECTRIC RISER DIAGRAM QQ\ ' O Electrical Requirements LU E> Z 2-STEEL TO BE 60 KSI ,'�j APPROXIMATE LU 3" 0 3-ENGINEER TO CERTIFY THE FINAL �6' LOCATION OF 1. Control Panels W N N .T T.S S. \ w SANITARY SYSTEM a• All wiring and equipment are to be installed by the electrical contractor in accordance with the CONSTUCTION OF RETAINING WALL AS QQ � National Electric Code (NEC) and local codes. �fj» REQUIRED BY HEALTH DEPT. Q 4� \ b• The control panel box must be placed outside on a suitable pedestal near the structure that it serves. $ 0 O ', \ J Alternatively, the panel box may be mounted on an outside wall of the structure (preferable a utility ^ O O 10 ENGINEER TO BE CALLED TO INSPECT THE o� �j Q �Q room, and nota living space). v J or_ -- - REINFORCING BEFORE PLACEMENT OF CONCRETE pG �c5' LD� 40 C. The control panel shall be placed at a comfortable height for access. 48" LJ \ S �/ d The panel shall meet National Electrical Manufacturers Association (NEMA) 4X specifications. Is. The conduit must have appropriate seals to prevent gases and moisture from reaching Q # 5 REBAR ® 8" EACH WAY IN FOOTING �J �� `9J f the control panel orjunction boxes. Z G s yH o Each system shall be equipped with a functioning warning system which will activate audible FOOTING TO BE ON 3000#/SF SOIL and visual alarms hat can be readily seen and heard by the occupants of the building served. L0 A 2.Pumps, Blowers, Level Sensors, and Controls O0 a. The electrical junction box serving the pump motor and floats must be watertight and 85 g. located outside the I/AOWTS tank chamber. 1 > b• The Department shall observe the pump system operate through a normal operating cycle. c. Inspection for leakage of the force main fittings will be made during the pump test procedure. S E PTI C ' L_)YSTEM RETAINING WAL /h9J �Q4 �� APPROXIMATE S . O LOCATION OF 11yo o�^O�� 9�> S �Q SANITARY SYSTEM N .T. S �SRox/ NT � s1 Q,1 General Notes gti�T Mq O \ 5ti6 0/ a <1\ 1. LOT AREA: 12,505 S.F. OR 0.29 ACRES �O �Rr ys 01 2 ST pR ss ��� 2. SCTM#1000-26-03-11 e-i-0 fie/ TF�'c y pox OR y C9O'Op 0 /,� y ro s o QP 3. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM A SURVEY BY Nathan Corwin Surveyor. LAST DATED 02/19/2016 & YOUNG & YOUNG s O�9 j,j y a' %So (3F" 0(/S�Y OF xroL DATED 10/24/17. ELEVATIONS REFERENCED TO THE NAVD 88 DATUM. CONCRETE 7s0, /�� y 6FOR7 .s�ti,o ^� 2Q �o0 4. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM To THE STANDARDS AND SPECIFICATIONS OF THE TOWN » P / G OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED COLLAR 24 J ,�� ��J s h 'o STOPPER END O� �` 64 1 5. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. ? x Ss' G p THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE R PLUG 99 0` a A2x _= c8s as < G E O(�� CONFORMED ACCORDINGLY IN THE FIELD. �''" 6. A MINIMUM SEPARATION OF TEN (10 FEET HORIZONTAL AND EIGHTEEN INCHES VERTICAL IS TO BE MAINTAINED BETWEEN RISER & COVER /�j ��} oncf < WATER LINES, STORM DRAINAGE AND OR SANITARY LINES OR STRUCTURES. O S)o A3 7 A� 6 '"ro" 76, All 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. � ' x a2 c 8. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY, STATE AND FEDERAL FIBER JO/NT • O`LF< ?8> J0, /� h �Q LAWS. CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OFF ALL UNSUITABLE MATERIALS OFF PACKING OHO ABX JS �o% *>o �� SITE. DEBRIS SHALL NOT BE BURIED ON THE SITE. O t O 9. ALL PRECAST STRUCTURES SHALL BE APPROVED BY THE COUNTY AND COMPLY WITH THEIR REGULATIONS. Uj Cl SEWER PIPE ��p (� �^ 10• ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 28 DAY STRENGTH CONCRETE. (TYPICAL) 1400' r J 11. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS �Fl T 12. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE n PVC PIPE D3034 60� 1� �. 2� ly�o 0 / TRANSPORT OF SEDIMENT TO OFF SITE AREAS, PONDS, DRAINAGE INLETS. THE METHODS AND MATERIALS EMPLOYED IN Cl 3(� SDR 35 e//j� 00�/ege 1�3 g v�' SS<< F C THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE NEW YORK GUIDELINES 9J 2� r \�� GO FOR EROSION AND SEDIMENT CONTROL. Z BEND TO SEPTIC \�� Zg3\ l y,� `� ',O 13. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95% MAXIMUM DENSITY AT THE OPTIMUM (MOISTURE W 6' OX��C FTq, CONTENT AS DETERMINED BY STANDARD PROCTOR TEST. W FROM DWELLING TANK_ � �,,y�A�op"0N�'I'c Z Uj O O �� T 0 � C.L 60a PVC WYE Cl TO PVC 0rO�e/ 70 -9� Z � HOUSE ADAPTOR //�j 00 e"6 APPROXIMATELOCATION OF " O 9J \���C� LEGEND U < 0 SANITARY SYSTEM Sty) O � OLO ^^ M � V 0 TOPROPOSED O Il� M CLEAN OUT DETAILWELL 0 U) ' APPROXIMATE PROPOSED SANITARY X LOCATION OF SANITARY SYSTEM 6 . 0+ PROPOSED GRADE SANITARY SYSTEM i N .T . S . O o LL m 7 �' = EXISTING GRADE W W O 0 . 48� w>R O O SANITARY DESIGN SCALE : 1 ' 30 3 BEDROOM LOT AREA = 12,505 SF HYDRO-ACTION AN400=440GPD PLC CDlTRd P�III. NO SURFACE WATERS WITHIN 300 FEET "M SM LEACHING: 300 SF REQUIRED (5) GALLEYS 2.5' DEEP (( [ 0 TEST HOLE DATA (2) EXPANSION GALLEYS 2.5' DEEP B BY McDONALD GEOSCIENCE DEC 31 2020 DA TE. 03/11/15 R V/ EL=2.8 0.0' HOUSE CONCRETE COLLAR WATER TIGHT FRAME & COVER R �d of Trustees Town 63' DARK F.F. EL. 10.5 W/ APPROVED LOCKING DEVICE B OAMN STOPPER END PLUG CONCRETE COVERfiC ° iS25s� r� . (OL) BELOW GRADE F EL=1.8 1.0 1.E. EL. 8.5 FINISHED GRADE _ _ - _ - - _ _ - EL. 7 O' DRA�IVN Y, JLH NLT --bol BROWN 6.6' �- _ 1111111=J 1111 11111--111 I-11 11=1 I�111170- PITCH GRADE 59' SILT $'r17/r1• 1' MIN -1111- 1111=111 1' ly/N REMOTE PLC CONTROL PANEL (ML) -- 2' MAX III- in 2' MAX HPB COMPRESSOR 4„ SDR PIPE I.E. :.:.:.:.:.:;.:.:.: ".::::.:.:.:.:.:.:.:.:.:.:.:. June 04, 2019 EL=0.2 2.6 a CUT I.E. 6.4 6.3 : .1 :1 : : :.: 36'x 3�x I.E., , VI,H 6x6 10/10 VDM WATER IN 1 4" PER FOOT MIN. PITCH 1 8" PER FOOT MIN. ''' "' ""` ' 2.5 '.... 2.5 BILL OF MATERIALS BROWN � FLOW / 5.5 � �'"��`'•��`'"���'""�`' � ' ITEM PoN DESCRIPTION QTY: SILT MIN. 4" DIA. SANITARY PIPE LINE PVC WASTE LINE ����.�:� • ll �:�: .CONTROL PANEL 8C AIR PUMP ELEVATION MA-180053 AN400,245 NITROGEN REDUCTION COMPLETE 1 (ML) , SDR 35 SDR 35 �I- -�` A 180052 TANK,PRE/PUMP 400 I EL=1.2 4.0 _ IS 130002 KIT,SNG 2 TANK CONNECTING STANDARD 1 ' I • [6] LEACHING GALLEYS S SCALE: AS NOTED C 100110 ASSEMBLY,RE-CIRCULATION 245 COMPLETE 1 _ EL. E_�2'0 2.0' D AN400-P AN400W/PLATFORM COMPLETE 1 WATER IN 8 E EC50-30-L-80-PLC OPS,EC50-30-L-80-PLC 1 1 0' 1- (I. I' 2 DEEP I' BROWN PROPOSED GROUND WATER LFI 0 EL. 1.0' FINE TO HYDRD-ACTON l l l l u-_ =IJILI=J1Li-luu=ui- =MLI=1111-" HIGHEST EXPECTED SHEET N O: COARSE HIGHEST RECORDED GROUNDWATER II-11111-11111-11111-11111-_IIII_11111=11111_IIIII_=11T"- SAND �-� ISA - _ GROUNDWATER ���-�����=11111=11111-11111-11���=11111=1111_(sem 13.0' BACKFILL MATERIAL TO BE CLEAN SAND & GRAVEL EL=10.2 3 - 11- SCTM #1000 - 2�6 - 0 AN400 2.43 NITROGEN REDUCTION SYSTEM COMPLETE HYDRO-ACTION AN400 D ETA I L LEACHING GALLEY D ETA I L hydretiGd DHA160033" 305 NARROW RIVER RD AN-400 =440 GPD SANITARY SEPTIC SYSTEM PROFILE ORIENT, NY N . T . S .