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HomeMy WebLinkAbout1000-26.-3-11 OFFICE LOCATION: � SU(/ryOlO MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 [ Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) G e Southold,NY 11971 Telephone: 631 765-1938 cou � • �O LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM r To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: February 8, 2019 Re: LWRP Coastal Consistency Review for MILDRED M. PASCUCCI SCTM# 1000-26-3-11 Suffolk Environmental Consulting on behalf of MILDRED M. PASCUCCI requests an Amendment to Wetland Permit#8920 to install an AI/OUTS septic system (Hydro-Action AN400) within the established 15' wide non-disturbance buffer area that runs along King Street, utilizing ±300 cubic yards of clean fill retained and surrounded by a 160 linear foot long retaining wall with a top elevation of 65; and to install a native planting scheme featuring the planting of beach grass over an 88'x20' area running along the easterly portion of the premise and over the septic system. 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 LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the Policy Standards and therefore 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 Suffolk Environmental Consulting, Inc. Newman Village,Suite E,2322 Main Street,P.O.Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S.,President HAND DELIVERED' December 4 2018 R ` CSV E® -� �----� Mr. Michael Domino, President +� Board of Trustees FEB ® 4 2019 DEC 5 �Qj$ V. Town Hall P.O. Box 1179 Southold— Southold, outhol Town Southold, NY 11971 Planning Board Southold Town ar f Tr e Re: Pascucci Property Situate: 305 Narrow River Road ■Orient,_NY SCTM#: 1000-026-03-11 Trustee Permit: #8920 Dear Mr. Domino, This Firm represents Mildred Pascucci owner of the premises referenced ab o e. Mrs. Pascucci applied for and received a wetland permit autho ' ing the construction of a single mily dwelling and related residential appurtenances(See Permit#89 Attached.) Unfortunately, a application was rejected by the Health Department due to the location o the conventional septic stem placed upgradient from the well on the adjacent property to the south /F Auerbach. Accor ingly,an amendment to the inforce permit is requested-to permit the-install tion of a AI/OUTS eptic system(Hydro-Action AN400} utilizing approximately 300 cy of clean fill retain e and surround by a 160 linear foot retaining wall (top elevation 6.5-feet)and a native planting sche a featuring a planting of beach grass over an 88'x 20' running along the easterly portion of the premi and over he septic system. The resulting septic system would no longer be upgradient from the adja ent prop rty owner to the south. Enclosed herewith please find: • Endorsement signed by Mildred Pascucci authorizing this Firm to apply for a wetland permit from the Southold Trustees; . �'f t • Site Plan prepared by Joseph Fischetti, P. E.September 28,2018 (4 sets), • Planting Plan prepared by this Office dated December 4, 2018; • LWRP prepared by this Firm on December 4,2018; • Environmental Assessment Form prepared by this Office on December 4,2018 and • Check made payable to the Town of Southold in the amount of$50.00 r t ' 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). 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# 26 - 03 - 11 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 amendment to the inforce permit to-hermit the installation of a AVOUTS septic system (Hydro-Action AN400) utilizing approximately 300 cy of clean fill retained and surrounded by a 160 linear foot retaining wall (top elevation 6.5-feet), install a 30' 1 x 16' w x 2' d French drain and a native 121anting scheme featuring the planting of beach grass over an 88' x 20' running along the easterly portion of the premise and over the septic system. Location of action: 305 Narrow River Road • Orient•New York Site acreage: 12,505 s.f. Present land use: Single Family 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: Pascucci (b) Mailing address: 429 Highfield Loop,Myrtle Beach, SC 29579 (c) Telephone number:Area Code 516-697-9172 (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 This proposal is to amend a permit authorizing the construction of as single family dwelling and related residential appurtenances. Here,the amendment is for an upgrade of the septic system and the installation of a native planting plan resulting in a development 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. Accordingly, this project is consistent with this policy. 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 ' LWRP Section III—Policies Pages 5 through 7 for evaluation criteria ® Yes ❑ No ❑ Not Applicable Subject proposal is to construct a single family dwellina consistent with existing development in the neighborhood. Therefore,this proposal is consistent with this policy. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life,structures,and natural resources from flooding and erosion: See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable The proposed dwelling will comply with applicable FEMA regulations. Therefore,the proposed project is consistent with this policy. 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 applicant would install an AI/OUTS system rather than a standard system which would reduce nitrogen inputs to adiacent surface waters, Accordingly,the proposed amendment is consistent with this poilicy. 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 applicant would install an AI/OUTS system rather than a standard system which would reduce nitrogen inputs to adiacent surface waters, Accordingly,the proposed amendment is consistent with this poilicy. 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 ShTE PLANK, _T''t PROJECT DESCRIPTION: K--Scalo: 1:0"-20.0' ± ;' n,. Applicant proposes to re-vegetate an area containing 1, 855 square feet ± 00 ',"Yrs 3' within the easterly section of the o property with Cape American Beach o Grass (Ammophila brevili ulata) planted @ 1.0' on-center. g CD CAPE AMERICAN BEACH GRASS , N .� AREA of NATIVE (Ammophila breviligulata) .9 a :g RESTORATION ,,.« ..¢;; �,�. -� u ♦ +:' /'`J;" '. a yi r rc 5. a4r Y'roi' 43: 2 1 O — � 0./' ..+", * 4 w v 2 r M i t�' �r_ "5 r ♦ y ' �', *��r �"w"`7? �,&*e F' � /t t..." w (n � ! I s].c1 93.0' ± Cz 8J, MAN I NO P4 4W♦ gyp pi M SEC -6 Me 20.0' ± ,r A rid A U . ra c cv ct> 8" TOP WALL \��(�, o��QO� I/A OWTS General Requirements e 1. The installer of I/A OWTS must hold a current Liquid Waste License pursuant to Chapter 563 Article VII (Septic Industry EL. 6.5 EX ��� cOt�16��tC, Businesses) and Endorsement J (Innovative and Alternative Treatment System Installer) through the Suffolk County Department of O Labor, Licensin and Consumer Affairs, pursuant to Suffolk Count Code $ 563-79 II J The Department of Labor, Licensing, and ELEC. 50 O Q 9 P Y O O• P 9. 5 REBAR PANEL 0 �t� , Consumer Affairs maintains a list of licensed I/A OWTS Maintenance Providers. 5J 2. An executed Operation and Maintenance Contract between the Maintenance Provider and Property owner must be submitted to © 18" 0•C• the Department (horiz.) 3. All installed I/A OWTS are required to have an initial 3-year warranty and operation/maintenance service contract. 20 AMP BREAKER \COQ 4. When an I/A OWTS requires a vent, the unit shall be vented to the roof of the residence being served. Vent pipes shall extend a 0 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 U) VARIES EXTERIOR RATED 1 X 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 » JUNC77ON BOX BELOW �� -1, 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 3 GRADE IN \\� an window or doorwayand must terminate with a carbon filter device. All vent pipes must have a minimum diameter of 2 inches. 5 REBAR SPRINKLER BOX OHO\\.`Q y P P z_ @ 10" O.C. Q\ 3 5. Garbage grinders shall not be permitted when an I/A OWTS is utilized as means of sewage disposal. In addition, water softeners Y (vert.) 12 AWG OF WIRE 0 �/ shall not discharge into an IIA OWTS. D/REXT BURIAL X Co� 6. Install I/A OWTS tanks according to manufacturer?s recommendations. All applicable recommendations provided by the 0LO GRADE VARIES v���� '9b 9J manufacturer shall be implemented < Q m 111111111=_11111=11111=I jl=11111=11111=' V` tJ 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) 111 II111-_I --�1�11-11111-11111=11111�llll=11111- on a minimum 3-inch thick bed of properly leveled and compacted sand (free from rocks) or pea grave O =1 I=1)I I I- 1- PLC CONTROL PANEL /x 48" # 5 DOWEL O X111=j111I- W/I-/P80 COMPRESSOR A/R PUMP Q� 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. N z 10" WITH HOOK LL � �� LLJ OQ 6 O � F- NOTES 4" KEY 1-CONCRETE TO BE 3000 PSI Electrical Requirements ELECTRIC RISER DIAGRAM RAM '�j APPROXIMATE 1. Control Panels W O 2-STEEL TO BE 60 KSI 61 LOCATION ST a. All wiring and equipment are to be installed b the electrical contractor in accordance with the N 3" 3-ENGINEER TO CERTIFY THE FINAL N .T.S. \ n SANITARY SYSTEM 9Y 0L CONSTUCTION OF RETAINING WALL AS Q National Electric Code (NEC) and local codes. Q l� b. The control panel box must be placed outside on n suitable pedestal near the structure that it serves. O 8» REQUIRED BY HEALTH DEPT. ,`1 Q\ �� \J Alternatively, the panel box may be mounted on an outside wall of the structure (preferable a utility O O O ENGINEER TO BE CALLED TO INSPECT THE (` 'S ro room, and nota living space). � 10" C,Q Q C. The control panel shall be placed at a comfortable height for access. REINFORCING BEFORE PLACEMENT OF CONCRETE �O 6\ O//, d• The panel shall meet National Electrical Manufacturers Association (NEMA) 4X specifications. 48" s ��} e. The conduit must have appropriate seals to prevent gases and moisture from reaching Q \ 9J the control panel orjunrtion boxes. Z # 5 REBAR ® 8" EACH WAY IN FOOTING J C� s��9 A f• Each system shall be equipped with a functioning warning system which will activate audible Q yFO�F BOO and visual alarms hat can be readily seen and heard by the occupants of the building served. O 0 QJ AS 2.Pumps, Cy')Blowers, Level Sensors, and Controls C ) 00�p a. The electrical junction box serving the pump motor and floats must be watertight and located outside the I/AOWTS tank chamber. fid" 853 b• The Department shall observe the pump system operate through a normal operating cycle. 10.,0//. o.s / y c. Inspection for leakage of the force main fittings will be made during the pump test procedure. //� APPROXIMATE SEPTIC SYSTEM RETAINING WALL 57LOCATION OF ^ OOs J Qo 9� ^ ° ^ .- SANITARY SYSTEM N .T. S . O D o qAA gyp' General Notes 0 �/ °,sRO�,�T �� ��� 1. LOT AREA: 12,505 S.F. OR 0.29 ACRES gi�gQY�CO 10 'O/Q �9A' 2. SCTM#1000-26-03-11 e�c(�we/j. SysT���Oti QAF�pOS 2 STOq�O SFO %s2 0 3. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM A SURVEY BY Nathan Corwin Surveyor. LAST DATED 02/19/2016 & YOUNG & YOUNG OSSR7/�.�0 FO �3�FFy pF X6"L DATED 10/24/17. ELEVATICUS REFERENCED TO THE NAVD 88 DATUM. Of 19 �qY Q* eFQ\8S'OSCr o t. 4. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF *THE TOWN CONCRETE 7`SO'1 0 x 6�OOMJ �c OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED COLLAR 24 k 03' o� 7A' 5. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. STOPPER END a? 1o. < Qp�E THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON (NESE PLANS IS CONCEPTUAL AND MUST BE OR PLUG o" �Z a3 0^9q O G �q��wv1�R� OGO CONFORMED ACCORDINGLY IN THE FIELD. °" 85 7o, �11G � 6. A MINIMUM SEPARATION OF TEN (10 FEET HORIZONTAL AND EIGHTEEN INCHES VERTICAL IS TO BE MAINTAINED BETWEEN CIxoti G J� WATER LINES, STORM DRAINAGE AND OR SANITARY LINES OR STRUCTURES. RISER & COVER 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. o 1 7p/ , a3 l h�!,0. ��c� 8. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY, STATE AND FEDERAL O l Q FpG s O G �• vJ v LAWS. CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OFF ALL UNSUITABLE MATERIALS OFF FIBER JOINT �� �F F 7 0 O X 3 S SOF o% M SITE. DEBRIS SHALL NOT BE BURIED ON THE SITE. ■ PACKING 3 A �$ / °'� �Oti e c oD�! Q / 6 Q /(Y�//��1 �6 OQ R(✓s �� 9• ALL PRECAST STRUCTURES SHALL BE APPROVED BY THE COUNTY AND COMPLY WITH THEIR REGULATIONS. W �O `Sq�pOST� 2y�oo� ss 10. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 28 DAY STRENGTH CONCRETE. Cl SEWER PIPE ` T'9iQ�� 1430' `J O / 11. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS (TYPICAL) 72 TSA 12. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE ■` PVC PIPE D3034 �O 7 /Q V > �q p TRANSPORT OF SEDIMENT TO OFF SITE AREAS, PONDS, DRAINAGE INLETS. THE METHODS AND MATERIALS EMPLOYED IN �® SDR 35 �e//j O�O��e 0' V6'' SS�� C THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE NEW YORK GUIDELINES z CI 3d' �79J �2 j e� 114 �O S/c o� 8y OGO FOR EROSION AND SEDIMENT CONTROL. W BEND y 13. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95% MAXIMUM DENSITY AT THE OPTIMUM MOISTURE 0 TO SEPTIC ��6 ��q<(RFTq� `- CONTENT AS DETERMINED BY STANDARD PROCTOR TEST. W J FROM DWELLING TANK_ �F�< <�tiF A,�0, �ti� z O Z ~ a TO PVC '9 W C.I. 60 PVC WYE Cl HOUSE ADAPTOR 0e//'� J 000 2 j oOh LEGEND U Q APPROXIMATE O 9 O LOCATION OF \ 7 SANITARY SYSTEM �� Z O O � r LL Cn T co O TOP0' '^ Off' TO PROPOSED OOH W CLEAN OUT DETAIL WELL - APPROXIMATE O PROPOSED 6 . 0+ - EXISTING GRADE 0 LOCATION OF SANITARY SYSTEMLL- M N . T. SANITARY SYSTEM W O A W !1 1w�o. O 7 . 0' = PROPOSED GRADE Wa. Cn 19' O O SANITARY DESIGN SCALE : 1 11 - 30 3 BEDROOM 1 LOT AREA - 12,505 SF HYDRO-ACTION AN400=440GPD NO SURFACE WATERS WITHIN 300 FEET PLC CORRDL PN✓EL //PSD COPRC=M LEACHING: C 300 SF REQUIRED (5) GALLEYS 2.5' DEEP TEST HOLE DATA (2) EXPANSION GALLEYS 2.5' DEEPF � ''ry ° w ui BY McDONALD GEOSCIENCEIF DA TE. 03/11115 HOUSE CONCRETE COLLAR ri i 63' EL=2.8 0•0' , WATER TIGHT FRAME & COVER DARK F.F. EL. 8.5 W/ APPROVED LOCKING DEVICE moo. BROWN STOPPER END PLUG CONCRETE COVER �,� LOAM BELOW GRADE =1 8 (OL) 1 �' EL. 8.5' FINISHED GRADE _ _ EL. 7.0' DRA �"" e EL I.E. - - _ _ - _ ,, }---bo---� BROWN T -11111-11111- 11111=11TH -1111=111t- - - -IILIITi=1111=11111-11111 6.6' jj1 IIII-11111 TRAFFIC BEARING - 1, MIN. PITCH GRADE 5q REMOTEPLC CONTROL 0 COMPRESSOR PANEL SILT 8 min. 1 M/N. (ML) , nl=1n. SLABS 2 2 6' 4" SDR PIPE I.E. I.E., 2 MAX 2' MAX EL 0. :.:.:.:.:.:.:. :...:.:.:.:.:.:.:.:.:.:... - SEPTEMBER 28, 2018 CLEAN CUT 6.4 6.3 { '.1 i G :: `: `:`::' i :: 3610�x 61 vnK sxs sono vnzE WATER IN 1/4" PER FOOT MIN. PITCH 1/8" PER FOOT MIN. IE .1 ::'. ='.;'=. :`'.;:= 2.5' ::. .: 2.5' BILL OF MATERIALS BROWN FLOW 5.5' CONTROL PANEL 8c AIR PUMP ELEVATION ITEM P/N DESCRIPTION Drr: SILT MIN. 4 DIA. SANITARY PIPE LINE PVC WASTE LINE AN400 245 NITROGEN REDUCTION COMPLETE 1 (ML) , SDR 35 SDR 35 k N.T.S. MA 180052 00053 ^/ 4.0 C B 130002 KTNSNG2TANKCONNECTING STANDARD i PLIMP 400 EL- 1•L SCALE: AS NOTED g EL. '�1111112.0' [6] LEACHING GALLEYS. 2 0' C 100110 ASSEMBLY,RE-CIRC'41LATION 245 COMPLETE 1 D AN400-P AN400 W/PLATFORM COMPLETE 1 WATER IN ' I 2 DEEP E EC50-30-L-80-PLC OPS,EC50-30-L-80-PLC 1 BROWN 1•O III 1- L PROPOSED GROUND WATER 0 EL. 1.U' FINE HYDRO-ACTION =J1LI=1 � _1111- =�1u-�,,-1,, I=1J1I1-TTI-" HIGHEST EXPECTED SHEET NO: coTO AN-4401 A HIGHEST RECORDED GROUNDWATER X11=IIIII�Ill 1_IIIII=11111=11111=11111=1Ill 1=11111=11j1' GROUNDWATER SAND / BACKFILL MATERIAL TO BE CLEAN SAND & GRAVEL IIII-' 11=11111=11111=11111-""'=IIT=11111- EL=10.2 I (SM 13.0' SCTM #1000 - 26 - 03 - 11 HYDRO-ACTION AN400 DETAIL LEACHING GALLEY DETAIL hiOlf AN400243 NITRGGEN RT1E�DUCTI13N SYSTEM COMPLETE ,a B HA-1e0053• 305 NARROW RIVER RD AN-400 =440 GPD SAN ITARY SEPTIC SYSTEM PROFILE ORIENT, NY N . T . S .