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HomeMy WebLinkAbout1000-77.-2-5 OFFICE LOCATION: rjf soyo MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 • 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, AICP LWRP Coordinator Date: August 3, 2020 Re: LWRP Coastal Consistency Review of JAMES & CATHY SLECKMAN SCTM# 1000-77-2-5 JAMES & CATHY SLECKMAN request an Administrative Permit to upgrade their existing septic system to an Innovative and Alternative Onsite Wastewater Treatment System (I/A OWTS). Located: 150 Oak Avenue, Southold. SCTM#: 1000-77-2-5 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing'its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney 1 e—e—-C'% P Towyn of Southold E Uff LWRP CONSISTENCY ASSESSMENT]CORM J U L 3 1 2020 Southold Town A. INSTRUCTIONS Planning Board 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its si:sii fi=it 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 supportipZ 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# 7 7 PROJECT NAME IS C) O A (1; U E O VV J-S The Application has been submitted to(check appropriate response): Town Board D Planning Board F1 Building Dept. El 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) F] (b) Financial assistance(e.g.grant,loan,subsidy) C_l (c) Permit,approval,license,certification: P / Nature and extent of action: -T SGTS Location of action: cS® o a-it f 1c-o 0 LC (4 C) L 0 /)vy Site acreage: . Present land use: R ez i e^-,f(,.I, Ct d vn 1Z- Present zPresent zoning classification: c 9-f V-t e r�� 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: C (b) Mailing address: 61 S7-hty L-6 /(J Y (c) Telephone number:Area Code( ) C3 I ), d _Y J ( 6 O (d) Application number,if any:�� Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes TNo❑ If yes,which state or federal agency' e c'u YO R 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 Y.VVRP Section III—Policies; Page 2 for evaluation criteria. KYes ❑ NoF] Not Applicable l�e�1��-r NC_ Fac C )( ( 6+ (A)7 C es PC)()C- wit JU �9-GnrJ u dv iV� ?�S�V �/✓TGO !t Sd , arra,C� S Attach additional sheets if necessary Policy 2. Protect and preserve I historic and archaeological resources of the To n of Southold. See LWRP Section III--Policies Pag%3 through 6 for evaluation criteria ❑ yes ❑ No ER/Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No [)a"N of Applicable Attach additional sheets if necessary NA'T'URAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies ages S through 16 for evaluation criteria ❑ Yes 1:1 No 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 I Yes ❑ No ❑Not Applicable w TS -----(d✓ l l ! /K"a re v C�--- oy y' W�1 7`e.v C;j'd/o J'`l R at L_, !_fid' y u v, A o..t.S e ix -A..a f 1 C 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 LVVRP S ction III—Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ Yes No Not Applicable w7-S wel! NL-((,LC—e N ><Nv r .y .4AW- :,O-n4-t-4 eL ( c-n4-t- 1 4+ o o&- k j v i et S /V C)tlJ e e C- e SS'S-n E A^;� o t d - Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LVVRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑No YNot Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and.wastes. See LVVRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No [VNot Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the 'Down of Southold. See LWRP Section III—Policies= Pages 38 through 46 for evaluation criteria. 11YeD No ENot Applicable Attach additional sheets if necessary WORIUNG COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent rases in suitable locations. See LVVRP 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 Est ry and Town waters. See I. '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 YNot Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See L MW Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ leo Ej Not Applicable PREPARED By LuL c� �/I►�� TITLE DATE 1112<12� 8/]Ot2017 a 6rj Iim rx8; b 0177pp P p _ ; Y�7 _ yam. ` /4.�� . �.�3C�'.��P�t�� E,S.TATES "� b5OD a ' to, q 9 POW. 900 Af* NO Roe 61 A. a t n�, ��` r✓�.9� A ,;„z.. �,*,�,kv:�"iS:Ay�,�:n�'li oven 11AFwd ,I480 F wE'i3ti6�caad u GG 55 ar PN ,/t 0 COM 340 fir^ 5. 1f�w'_f` .c�.. B'��yF.� � Rark1d 64�r�a k9:�+ �4 {� 46 4-k Ni4tvtIA01r, y. OW 140 Pme- �' 1975 Ctaa IRS � 1X10 �tf:, Pax., 'lick, - � .� 70 pmv 7751 Hid -2 haps-1/mail google.con/mail/u/0///inbox/15dcd3754fc292a9?projector-1 1i M1' - s < u } t I y Ak Iq _ ... �. jai � � �• Alp —+ — . a SURVEY OF LOT5 116, 11-7, 115 P/O 1-75 A5 5HOM ON MAS' OF N GOOSE BAY ESTATES N s FILED NOVEMBER 13, 1x34 w � � E FILE NO. 1176 51TUATE:50UTHOLD S TOM 5OUTHOLD 5UFFOLK COUNTY, NY SURVEYED APRIL 5, 2000 AMENDED: 01-30-01, 01-1-1-02 02-10,-03,12-30-04, 02-Oci-05 SUFFOLK COUNTY TAX # 1000-77-2-5 CERT02D T0: JAMES SLECKMAN C-7 0 5 Unnamed Road H19h water ° (PEP, FILED M,4p \ands — 2 �A oP Bank Remains of 5to'-k wa // IVO 3� + 57.63'p r el 6 Qi I `T # o Ir Z I I O r � I I �� \\ 323 GE oI ` \ PROPOSED OI I PROPOSED DRYNELL O� \O �\ ADDoION 100' from I - I- 15� _ FOR ROOF RUNOFF / N (exi5tln� _ 8 W DIA. 6' DEEP A= I Story X mI Frame aI Dwelltnc� �I NI � \ 26 r >I M Pa 10 II I \ I JUL 3 0 2020 \ Iv I \ AD SmJttloiu To:\n \ p Board wp of Tru ; e1 14' �i1 N 08'30 1 T 26.15' 1'Y 1 .98 AVenue Oa _ NOTES: ■ MONUMENT STAKE AREA =10,166 50. FT. OR O 25 ACRES TOPO REFERENGE5 NGVD '2cf DATUMS FEMA MAP #3610360166 G, EFFEGTIVE DATE MAY 4, IGGB 'Uneutn.rite.el tarot len o eeettten Loa vey tt _ � mao Dear tna a itcen¢ee]anarsurreyor—.1 ie a rfF�j�ro rlo Latton 1¢ectfan 7209 suG-alv fslon 2 al the Nek Cork Stete Eeucett.n Lek' JOHN C. EHLERS LAND SURVEYOR --,t mai°°.tine9vfr.mq nale.f9enellanetmsvey.ras emeee seal—11 eo,tensleeree to ee-lid erne cele¢ CGRAPHIG 5GALE 1"= 20' 6 CerLtf¢ettene IneleeLee nere.n etyntfy toot Lnh EAST MAIN STREET N.Y.S.LIC.N0.50202 ,eiiny ceceao°r"a a«�ee"f:r`LenE"sir:¢;;annniee the mek e 4ee.c ietfon er yr re„lona] RWERHEAD,N.Y. 11901 La.yne s.rrey...York sStelafe%,tlflcatten.¢n 1l ren e.1y ee the.ers.n r.r.nom the, rey is mre.aree ano an" mneu L.Lne etue com.eny vmvern.en- 369-8288 Fax 369-8287 REF.\\Hp server\e\2000 pros\20-141B.pro .tea a=l=y ane 1-1,9tnsLlLeLien 11¢tee n r,en one [lone ereneo:rl,ns f.1:Tl.Inst liana ins:llul icns • - peak' �i - ��" 61, • �// .ry` ` * ``19� �```� ```.`.(``' -_ -----aq_1. 16.7 18 0 1 � _ � // `gib�``�• .�`ii`O7�`�•� �''�`�``N0•``___-� __________- �r �/ ` `�°`• ```+p�� '~ Rami -_-®__ ---'n El• °- �/ •;,`` •m•`�` 0J. `• �m -_-_m:- _-_-_-_-_-_- -------- aHcj i _ _ ------- 'm------ -- -------- ' -121 8 jWaco, I I _ I I ' I I - { 1 - � I - I I � 1 I I SECTION NO NOTICE COUNTY OF SUFFOLK © E SOUIHOLO Qp-alPropertYTaxServitft.ncY Y E� 077 uxm,.w:mm.. rvrntmm ; ra.-e .- w_�"e.4aZ�e _ P -- LOW WATER LINE (5/28/20 9:30 AM BY Glynis Berry ______ "--- -- SANITARY SYSTEM DESIGN: GENERAL CONDITIONS: studio a/b architects EXCAVATION: 1. INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SEPTIC AND TREATMENT TANKS:250 SF, 27.8 CY SAND BAG, I #OF BEDROOM: 3(2 bedrooms+ den) SERVICES' ' 'REGULATIONS, STANDARDS AND REQUIREMENTS AND SHALL BE STRICTLY IN 651 West Main Street, LEACHING FIELD: 111 SF/4 CY 10, TYP. 500 GAL.TANK PRIMARY/TREATMENT SYSTEM: I/A OWTS ROTH RMT500 SEPTI-TECH STAAR 0.5 (CATEGORY 1) ACCORDANCE TO THE MANUFACTURER'S INSTRUCTIONS. Riverhead, NY 11901 Z OR EQ. I/A OWTS CAPACITY REQUIRED: 400 GPD Table 3 631 5912402 I/A OWTS CAPACITY DESIGNED: 500 GPD 2.THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 631 3231426 563 ARTICLE VII (SEPTIC INDUSTRY BUSINESSES)AND ENDORSEMENT J(INNOVATIVE AND glynis@studioabarchitects.com ALTERNATIVE TREATMENT SYSTEM INSTALLER THROUGH THE SUFFOLK COUNTY N y --_- --- --__HIGH wAtER LANE (From survey dated aisa000Z_____ _ LEACHING SYSTEM: PRESSURIZED SHALLOW DRAINFIELDS, USING 39"WIDE DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK mailing address: GEOMAT BY GEOMATRIX SYSTEMS _- -------- 2 (1) I COUNTY CODE§563-79(11) (J).THE DEPARTMENT OF LABOR, LICENSING,AND CONSUMER PO Box 444 -- - APPROX.EDGE OF WETLANDS (from survey dated 4/5/200u REPLACE SOILS WITH CLEAN SAND AND GRAVEL ABOVE EXISTING SP LAYER,ALSO AFFAIRS MAINTAINS A LIST OF LIQUID WASTE LICENSE HOLDERS. Orient NY 11957 ------_------ ------------------------ ___ PUMPED FILL TO REQUIRED ELEVATION. GEOMAT TO BE INSTALLED DIRECTLY ON FILLED SP OR -- -" 3 (2) FROM SW SOILS. EXCAVATED 3.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY. --- ° ° WELL PERCOLATION TEST NOT REQUIRED FOR SW OR SP SOILS. AIMS OF BLO wAL� gEM --_ �� l3> S86°0830rrE 57.63 FOR CATEGORY 1 I/A OWTS ON SAND AND LOAMY SAND'A PERCOLATION RATE TO BE 4.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE ACTIVE O&M(OPERATION AND _�Fj. ------ MAINTENANCE)AGREEMENTS BETWEEN THE PROPERTY OWNER AND SERVICE PROVIDER. _- 1 5 MIN/IN,WITH AN ALLOWABLE APPLICATION RATE OF 3 GAUSF/DAY THE PRESSURIZED SHALLOW DRAINFIELD SHALL BE COVERED BY THE SAME 0&M AS PER TABLE 13 AGREEMENT. coNc� E °3Q'S� 6 X55 SCG�S - ' TEMPORARY ILT FEN E - - - - ` REQUIRED LENGTH FOR EFFECTIVE WIDTH 39 INCH WIDE GEOMAT: 5. SERVICE PROVIDERS MUST REPORT ALL O&M ACTIVITIES TO SCDHS(SUFFOLK COUNTY (p� 110(GAUDAY)x 3 BEDROOMS =330 GAUDAY(AS PER 5-110 A2 DUE TO SITE N � /'-X X X SANDBAG, FILTER DEPARTMENT OF HEALTH SERVICES). /" LIMITATIONS) DIVIDED BY AN APPLICATION RATE OF 3 GAUSF/DAY= dN �0 x LOCATION OF D WATERING AS PE YSDEC STANDARDS TYP• REQUIRED AREA OF 110 SF. �( F� I 6. COVENANTS MAY BE REQUIRED ON PROPERTIES WHERE I/A OWTS ARE INSTALLED O�MER GEO� (1)34' LONG;39"WIDE PRES�URIZ GEOMAT 110 S XPA SI N EQ2 R =33.8 FT REQUIRING;SYSTEM REPLACEMENT IN EVENT OF FAILURE; O&M REQUIREMENT;ACCESS TO I 50%EXPANSION REQUIRED= 17 LF DHS INSPECTION/SAMPLING ON QUARTERLY BASIS IF NEEDED; OTHER REQUIREMENTS THAT PSE PNN�P� \ MAINTAIN 10'CLEARANCE TO TRE OOTS SCDHS DEEMS NECESSARY. Owner: EACH OF 34 ZONS O21 X DESIGNED: ( )EXPANSIROW ROW OF 34' ONYX \ + 3/16 INCH HOLES WITH ORIFICE SHIELDS SPACED 2 FT APART 7. PERFORMANCE STANDARDS FOR I/A OWTS TECHNOLOGIES: Cathy and James Sleckm an ->-� DEWATERING TANK DETAIL NINETEEN M19 MG/EORESS.TREATED EFFLUENT CONCENTRATIONS FOR TOTAL NITROGEN OF Mw - EL. 5.5 J I I x 3 18 HOLES PER LATERAL; 18 TOTAL ( ) 0 Q - 11 --------- FUTURE 1/4" - 1 -0 SEPTI-TECH STAAR 0.5 W/ 1000 GAL ST 5° - --------��i EXPANSION DOSE VOLUME: REQUIRED MAX: 0.25 GAL/DOSE X 110.5 SF(1x 3.25 x 34) \ � -- -34.0 -- � SEPTIC/TREATMENT CONSTRUCTION CRITERIA: EXISTING CESSPOOL TO BE PUMPED AND REMOVED - 27.6 GAL(SCDHS RESIDENTIAL STANDARD 5-110 F 6 b) 1. SEPTIC/TREATMENT 1 1/2"PUMP BACK L.6' `1 N I ALL NON-CONCRETE TANK WALLS, FLOORS, ROOF AND ACCESS COVERS SHALL RESIST A -_ .--- MASONRY (6), DOSE VOLUME 2"AIR INTAKE W/ __� z z `� PATIO I I i Total lateral volume= 2.6 GALS(SOFTWARE) AN APPLIED FORCE OF 300 POUNDS PER SQUARE FOOT(PSF). CARBON FILTER _ e3M� 'a 'a o CE Total volume 4.2 GALS II. NON-CONCRETE PREFABRICATED SEPTIC TANK&I/A OWTS SHALL CONFORM TO THE ZONE 3V INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS AMERICAN GROUND ELEVATION 15.7' RECOMMENDED Minimum dose= 5 to 10 x lateral pipe volume NYS plus manifold/TRANSIT NATIONAL STANDARD FOR PREFABRICATED SEPTIC TANKS"ANSI Z1000-2007 AND ANY property Tax Map#: CONTROL PANEL EXISTING 8 7 I DRYSHEw FOR back flow p p ( ) p 111. EACDATES THERETO.H SEPTIC TANK&I/A OWTS SHALL BE IDENTIFIED BY THE MANUFACTURER AND 1000-77-2-5 15 AMP AND 20 AMP CONNECTIONS 2-STORY, FRAME ( � I Lu 0 Q 5 x 2.6 = 13 GAUDOSE, OR DISPLAY THE FOLLOWING INFORMATION PERMANENTLY MARKED AT THE INLET END OF site street address: TO DEDICATED BREAKERS ON w; DWELLING GE ERA OR �U- 1' BROWN LOAMY SAND 10 x 2.6=26GAUDOSE THE TANK: 150 Oak Avenue HOUSE MAIN PANEL IN UNFINISHED FF: EL 10'(9') I 0 Q O U - - - - 1. MANUFACTURER NAME OR LOGO Southold, NY 11971 BASEMENT z w m DESIGNED: 23.5 GAUDOSE 2. CAPACITY AND NUMBER OF OPENINGS d Lu a 3. MAXIMUM DESIGN LOAD -vZ 2 > SITE PLAN BASED ON SURVEY ( N ;' 9 --r oREQUENCY:330 GPD/23.5 GAUDOSE = 14 DOSES/DAY OR EVERY 1 HR AND 43 MIN. U' O o I ($� Q COw PALE BROW MEDIUM COARSE SAND 4. THE DATE MANUFACTURED. OF LOTS 176, 178, &P/0 175 ti` DEMAND DIFFERENCE IN FLOAT: 1 INCH N O O N I o v� IV ALL CAST-IRON AND HDPE COVERS SHALL BE SET AT FINISHED GRADE BE LOCKING AS SHOWN ON MAP OF GOOSE BAY ESTATES .o�G2z2 0' cd I r TANK CAPACITY: 1287 GAU4.56' HT=282 GAUFT OF HT/12"=23.5 GAL PER INCH. TAMPER-RESISTANT,WATERTIGHT,INSECT-PROOF, FLAT,SKID-PROOF,AND BE FILED NOVEMBER 13, 1934 C � 0 > COVE D RUN TIME for 23.5 GAUDOSE:23.5 GAU 15.9 GAUMIN= 1.48 MIN OR 1 MIN 29 SEC. W < p I 13.7 APPROVED FOR SEWAGE USE. COVERS AND RISERS SHALL BE CAPABLE OF FILE NO. 1176 i O I SITUATE, SOUTHOLD,TOWN: SOUTHOLD, '7 - WITHSTANDING A TRUCK WHEEL LOAD(36 S IN.OF 2500 LB FOR 60 MIN WITH A MAX. �ta'Z W �� EL. 1.0 14.7' MEDIUM TO COARSE SAND DISCHARGE RATE: VERTICAL DEFLECTION OF 1.5 IN. SUFFOLK COUNTY, NY 7 CG PEB�LE ' p - - - - - - DIFFERENCE BET. 1ST&LAST ORIFICE= 4.8% < 10% OK (SOFTWARE) V. HDPE COVERS AND RISERS ARE REQUIRED TO BE USED ON NON-CONCRETE SEPTIC No. Description Date SURVEYED APRIL 5,2000 r DRIV AY S) VELOCITY: 2.5 FPS >=2 AND <=8 OK SOFTWARE AMENDED 01-30-01 01-17-02 � < � 'I � �- •. (SOFTWARE) TANKS.THEY SHALL BE SET AT FINISHED GRADE, BE LOCKING,WATERTIGHT, INSECT- AMENDED u7 PROOF,AND BE APPROVED FOR SEWERAGE USE. SCTM#1000-77-2-5 O 10'SCGI� WATER IN MEDIUM TO COARSE SAND PUMP: VI. IF A RISER COVER WEIGHS LESS THAN 60LBS A SECONDARY SAFETY LID OR DEVICE CERTIFIED TO JAMES SLECK:MAN �L__-- =-= - o .�� 17 CAPABLE OF DELIVERING 15.9 GPM AT 10.2 TOTAL DYNAMIC HEAD BY JOHN C. EHLERS LAND SURVEYOR I I Cl) SHALL BE PROVIDED. �' (GOULDS PUMP LSP03 1/3 HP 115/230v OR EQUAL) NYS LIC. NO. 50202 RR TIE RETAINING WALL 2. SEPTIC TANK&I/A OWTS SHALL BE WATERTIGHT AND CONSTRUCTED OF SOUND AND 6 EAST MAIN STREET, RIVERHEAD, NY 11901 HT VARIES-5-22" I DURABLE MATERIALS THAT ARE NOT SUBJECT TO EXCESSIVE CORROSION OR DECAY. T 631 369 8288 TEST HOLE#1 DISTRIBUTION CALCULATIONS A. ALL SEPTIC TANK&I/A OWTS MUST BE CERTIFIED AS WATERTIGHT BY MANUFACTURER AREA: 10,166 SF OR 0.23 ACRES I I BY k.wOYCHUK L.S. ASSEMBLY EXIT: 2.0 IN USING EITHER VACUUM TESTING OR WATER TESTING METHODS. TOPO REFERENCES NGVD '29 DATUM WM 130.0' �. DATE: 05/01/2014 TRANSIT DIA.: 1.5 IN 1. VACUUM TESTING MUST PULL 4"OF MERCURY(HG), FOR 2 MINUTES WITH A LOSS OF FEMA MAP#3610300166 G, EFFECTIVE DATE MAY 4, 1998 GUY WIRE �,\N N86°08'30�� -' - / MANIFOLD DIA.: 0 IN 10%OR LESS. .GHQ VV 26.15' HIGHEST EXPECTED GROUNDWATER LATERAL DIA.: 1.25 IN II. WATER TESTING:SEAL TANK; FILL TANK WITH WATER TO OUTLET INVERT ELEVATION UPDATED BY SUBSEQUENT REFERENCES: 8°�S� ELEVATION 1.0' #ORIFICE/LATERAL: 18 FOR 24 HOURS. REFILL THE TANK TO OUTLET INVERT AFTER 24-HOUR PERIOD AND NAVD'88 FROM SC GIS(5', 10', REDUCE'29 CONTOURS BY ONE FOOT(X) s6 ��g� #LATERALS PER ZONE: 1 LET STAND FOR 10 HOURS.APPROVED IF WATER LEVEL IS HELD FOR 10 HOURS. FEMA REFERENCES FROM MAP 36103CO166H REVISED 9/25/2009 OAK AVE N U #OF ZONES: 1 B. ALL PENETRATIONS PIPES SHALL BE CONNECTED TO TANKS WITH A WATERTIGHT ALL DEVELOPED PROPERTIES WITHIN 150'USE PUBLIC WATER SIZE OF ORIFICE: 3/16 IN SEALED FLEXIBLE JOINT AND THE PIPE GASKET SHALL BE FASTENED TO THE PIPE WITH SHED/DRIVEWAY/BERM ARE APPROXIMATIONS 4 TEST HOLE DATA LATERAL LENGTH: 34 FT A STAINLESS STEEL RETRACTABLE CLAMP. NTS HEAD AT LATERAL END: 3 FT (2.3 FT REQUIRED) ELEVATION LIFT: 5.0 FT 3. THERE SHALL BE A MINIMUM ONE-FOOT AIR SPACE MEASURED FROM THE OUTLET INVERT I/A OWTS LAYOUT TO THE BOTTOM OF THE TANK COVER. 1 11 201-011 PROJECT SITE �- 5 ; Other Notes: 4.ACCESS TO EACH TANK OR COMPARTMENT OF THE TANK SHALL BE PROVIDED BY AN I Pressurized SOIL TREATMENT UNIT ACCESS COVER WITH AN INSIDE DIMENSION OF AT LEAST 20 INCHES IN DIAMETER,AND IN ;�, -- 1. ALL PIPING FROM THE PUMP FLANGE TO THE DISTAL END OF THE LATERAL SHALL COMPLIANCE WITH 5-111 AND 5-114B-7 OF CDHS RESIDENTIAL STANDARD 2016.ALL ABBREVIATIONS. BE PRESSURE RATED SCHEDULE(SCH)40 POLYVINYL CHLORIDE(PVC)OR OPENINGS SHALL MEET THE FOLLOWING REQUIREMENTS: EQUIVALENT AND MEET ASTM STANDARD D-1785 WITH PRESSURE FITTINGS. A. OPENINGS SHALL BE PROVIDED OVERALL INLET AND OUTLET PIPES APPROVED & AND - _ 1y -��- 2. TRANSPORT/MAIN MANIFOLD PIPING OVER UNDISTURBED TRENCH BOTTOM WITH B. WHERE EXTENSIONS ARE REQUIRED,THEY SHALL BE WATERTIGHT LP LEACHING POOL _�,,.;,r Ate: ,.` @ AT MAX. MAXIMUM �/' �, ,' , '' , BACK FLOW TO TANK(1/1671-F). C. SEPTIC TANK&I/A OWTS MANUFACTURERS SHALL PROVIDE A LABEL OF NONCORROSIVE BOARD B.C. BOTTOM OF CURB MIN. MINIMUM ;.rte--! 1 a_;;,�L„r t; F�,-a,- 3. A CHECK VALVE SHALL BE INSTALLED JUST ABOVE THE PUMPS BEFORE THE MATERIAL IN PROMINENT LOCATION AT EACH ACCESS OPENING TO WARN ENTRANCE BW BOTTOM OF WALL N.T.S. NOT TO SCALE '" -r M TREATMENT FIELD. PROVIDE PIPE DRAINAGE EITHER BY USE OF A SOLENOID VALVE INTO TANK MAY BE FATAL" TOWN OF SOUTHOLD CONC. CONCRETE PROP. PROPOSED ,-'f ' r� (OPEN WHEN THE PUMP IS OFF) OR BY INSTALLING A WEEP HOLE 1/4"TO BE PLACED t AFTER THE CHECK VALVE U C.O. CLEAN OUT r y ` A CH L E IN THE PUMP TANK,WITH SPRAY DIRECTED AWAY FROM SEPTIC TANK&I/A OWTS INSTALLATION STANDARDS REQ. REQUIRED 4r.,,-�����.� .• � ` , � � •,.,,,,n,z,rr)ATP DB DISTRIBUTION BOX SCDHS SUFFOLK COUNTY DEPARTMENT OF I `' _�.�^'`` _ SENSORS. 1.ALL APPLICABLE RECOMMENDATIONS PROVIDED BY THE MANUFACTURER SHALL BE E or ELEC. ELECTRIC y 4. PUMP TANK TO HAVE BOTH HIGH-WATER ALARM AND PUMP CONTROLS AND LOW- IMPLEMENTED. ewkv HEALTH SERVICES TEST HOLE 1 -�, WATER AND REDUNDANT OFF CONTROL.WITH A DUAL PUMP SYSTEM,THE HIGH LEVEL ELEV.or EL. ELEVATION ST SEPTIC TANK t� 3,- , 11" " P' t fI G GAS T.O. TOP OF ,' J `1 ,-' ' r- _ I j '' � SHALL ANNUNCIATE THE ALARM AND START THE SECOND PUMP. 2.THE SEPTIC TANK&I/A OWTS SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A (� -• J HDPE HIGH-DENSITY POLYETHYLENE T.C. TOP OF CURB �;s '' �:- ,'" 1 5. THE PRESSURE HEAD NEEDS TO BE MEASURED IMMEDIATELY AFTER THE MAXIMUM TOLERANCE IN ANY DIRECTION OF +/-ONE QUARTER INCH)ON A MINIMUM 3 INCH z '�7 fYn',Fln�..r I/A OWTS INNOVATIVE AND ALTERNATIVE ONSITE TW TOP OF WALL j INSTALLATION OF THE PRESSURIZED DRAIN FIELD AND RECORDED AND LEFT ON SITE THICK(OR MANUFACTURERS RECOMMENDATION) BED OF PROPERLY LEVELED AND WASTEWATER TREATMENT SYSTEM W WATER +�''�- .,,.,,.,.., ,-!'ti 1 (CONTROL PANEL), COMPACTED SAND(FREE FROM ROCKS) OR PEA GRAVEL. BACKFILL SHALL BE PLACED INVERT ---- 6. TREATMENT FIELD TO BE 10' FROM TREE AND BUSH ROOTS. AROUND THE SEPTIC TANK&I/A OWTS IN SUCH A MANNER INV. W/ WITH -, RAS TO AVOID DAMAGE AND LG LEACHING GALLEY , 7. FINISHED GRADE OF PRESSURIZED TREATMENT FIELD SHOULD BE 6-18 INCHES COMPACTED IN 6-INCH LIFTS. BACKFILL SHALL BE FREE OF LARGE STONES, STUMPS,AND bk J';r"`"'' , ABOVE THE ELEVATION OF ITS INFILTRATIVE SURFACE AND SHOULD BE MOUNDED TO CONSTRUCTION DEBRIS. COUNTER SETTLING.ADJACENT LAND SURFACE SHALL MAINTAIN THE SAME TEST HOLE LOCATION MAP ELEVATION FOR A DISTANCE OF 3 FEET FROM THE TREATMENT FIELD EDGE,WITH A 3.THE TOP OF THE SEPTIC TANK&I/A OWTS SHALL NOT BE LOCATED GREATER THAN TWO CONTROL PANEL ABOVE EL.9' TRANSITIONAL SLOPE NO STEEPER THAN 3:1. AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE. FOR SEPTIC TANK& I/A CONNECT TO DEDICATED 115 + 5 NTS 8. ORIFICES IN THE DISTRIBUTION LATERALS SHALL BE DRILLED IN THE BOTTOM OF OWTS WITH DOMES,THE TOP OF THE DOME SHALL NOT BE LOCATED GREATER THAN TWO �- VOLT AC,SINGL-PHASE, (1) 15 THE PIPE AND FITTED WITH ORIFICE SHIELDS. AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE. AMP AND(1)20 AMP CIRCUIT 9. THE END OF EACH LATERAL WILL HAVE A CLEAN OUT WITH A SWEEP ELBOW(NOT ; BREAKER ON HOUSE PANEL, 90°)WITH A MALE ADAPTOR AND SCREW CAP. 4. HIGH GROUNDWATER THE PREFERRED METHOD OF DEWATERING WILL BE BY PUMPING I JUL 3 Q 2020 CONNECT TO GENERATOR 10. LATERALS CAN BE NO LONGER THAN 50 FEET. AT RATES LESS THAN 45 GALLONS PER MINUTE FROM AN ADJACENT,DEEPER HOLE, TRANSFER SWITCH 12. A SOD OR SEEDED GRASS COVER SHALL BE INSTALLED ABOVE THE TREATMENT. PROPOSED METHODS FOR DEWATERING WILL NEEDS APPROVALS AND EVIDENCE OF 13. ALL PRESSURIZED FIELDS SHALL REQUIRE LATERAL FLUSHING/BOTTLE BRUSH COMPLIANCE WITH NYSDEC REQUIREMENTS. 4"WASTE 1.25"SCH 40 PRESSURIZED TREATMENT AT LEAST ONCE A YEAR. r PIPE MIN. 1/8"PER 12" DEWATERING NOTES: '- CAST IRON WITHIN FROM SLOPE DOWN TO LATERAL FOR ACTIVITIES REGULATED BY 6 NYCRR PARTS 661,663,666 AND TEMPORARY FOUNDATION WALL,, CONTINUED TO CLASS 2400 OR SDR 35,(OR SDR40) GEOMAT LEACHING DEWATERING SUBJECT TO PART 602,PERMIT SAP-1-17-001 SHALL BE OBTAINED FROM 1/4"PER 12"SLOPE MIN. SYSTEM, 39"WIDE NYSDEC BY THE CONTRACTOR. PROJECT I ALL ACTIONS SHALL BE CO 1.25 NOT LIMITED TO: SCH 40 PRESSURIZED COMPLAINT WITH THE ASSOCIATED REGULATIONS, INCLUDING BUT Innovative a n d LATERAL A. INSTALLATION OF EROSION CONTROLS HOUSE 2" DIA.AIR INTAKE W/ORIFICES&ORIFICE SHIELDS IN B. NO DISTURBANCE OF VEGETATED WETLANDS Alternative Onsite W/CARBON FILTER GEOMAT SYSTEM ALLOW SPACE FOR FUTURE EXPANSION C. NO CONSTRUCTION DEBRIS IN WETLANDS OR ADJACENT AREAS NYLON STRAP MIN. D. NO WET OR FRESH CONCRETE OR LEACHATE SHALL BE ALLOWED TO ESCAPE INTO THE Wastewater Treatment 18"MIN.ABOVE GRADE, 10,000 PSI RATING (1)ROW OF 39"WIDE WETLANDS OR WATERS OF NYS.ONLY WATERTIGHT FORMS TO BE USED.WET CONCRETE 36"MIN. FROM ANY (TYP) GEOMAT,34' LONG SHALL NOT BE POURED TO DISPLACE WATER WITHIN FORMS. /�/'� EL. 9'+/- WINDOW OR DOOR TOP OF MOUND NECESSARY AS E. NO TOXIC MATERIALS System m (I/A O V V I S4"WASTE .0 MIN. NECESSARY TO y ) 1"+/- HIGHER THAN z� MAINTAIN EL, 5.5'+/-or 3s2a3s . QIET D MATERIALS SHALL BE STORED IN WORK AREA OR 100FROM WETJ CLASS 2400 OR SDR 35 FINISHED GROUND � LANDS OR WATER BODIES. BASE FLOOD ��I I EL. 6'+/- 1/8"PER 12"SLOPE MIN. io HIGHER 17��" 150 Oa k Ave. EL. 7' ' ( FINISHED GRADE '� 3 ?� G. DISTURBED AREA TO BE SEEDED AND MULCHED WITHIN TWO DAYS OF FINAL GRADING. C,rR 0 - - - ;�=--= -7 EL.5.5'+ 3.0' H. NYSDEC MUST BE IMMEDIATELY NOTIFIED IF A PETROLEUM ODOR OR SHEEN IS5 SSM -`C�• 1 MAX. MIN DETECTED DURING EXCAVATION. 1 MAX Y CELLAR 1.5 SCH 40 >- - - - I. THE DEWATERING OPERATION SHALL BE CARRIED OUT BYA WELL DRILLER DULY W - ° REGISTERED IN ACCORDANCE WITH SECTION 15 1525 OF THE ENVIRONMENTAL / PRESSURIZED .1 r -• .`..,.,' ;`.'; , `:?.,.=•,,; ,_ a CONSERVATION LAW. 1 . # HIGHEST EXPECTED_ I TRANSIT PIPE E :°:l�; CLEANOUT&DISTAL HEAD PORT l '' ''' " "' J. DISCHARGE SHALL NOT VISIBLY INCREASE THE TURBIDITY OF THE RECEIVING WATER P GROUNDWATER L. 1.0' l M fV O OR S I � BODY RESULT IN SCOUR O 6 6 USE F GEOTEXTILE FILE G 9 ,� Y T R BA S A DIFFUSER,ER OR a IGH F S OTHER Q H EST EXPECTED GROUNDWATER 1' EL � 1 8 M f f r` � 18 18 z o _ _ _ _ _ _ _ _ _ _ _ _ 2- - APPROVED METHODS. `� _ - _ _ ____ _ _ _ _ _ - _ - m - - - - - K. OBTAIN AUTHORIZATION OF OWNER OF THE MUNICIPAL STORMWATER DRAINAGE EL.0'+/^-� - - _ - _ _ - _ _ - _ V �- HIGHEST EXPECTED - m O REPLACE EXISTING SOIL W/SAND AND SYSTEM PRIOR TO DIRECTING ANY DEWATERING DISCHARGE TO THE SYSTEM. GROUNDWATER EL.1.0 a REPLACE EXISTING SOIL W/SAND AND a GRAVEL ABOVE SP OR SW SOIL LAYER GRAVEL ABOVE SP OR SW SOIL LAYER I/A OWTS Layout (AS REQUIRED PER SOIL CONDITION) (AS REQUIRED PER SOIL CONDITION) THE METHOD OF DEWATERING AND THE APPROVALS SHALL BE GIVEN TO THE DESIGN a, a, PROFESSIONAL BEFORE CONSTRUCTION BEGINS. (2)-CONCRETE DEADMAN M �� � � 18 W X 8 H X 8 L o TRANSITION FROM 2 EXIT LOGITUDINAL SECTION CROSS SECTION' _ WITH(2)-#4 REBAR X TO 1.5"PRESSURIZED w w CONTINUOUS EA TANK W W TRANSIT LINE, SCH.40 F- GENERAL NOTE Project number 2017 0 o Q ¢ 1. BEFORE ANY EXECUTION,VERIFY ON SITE, IF APPLICABLE: LO z o N N -GRADE ELEVATIONS AT THE HOUSE WHERE THE WASTE MAIN PENETRATES. Date 7/22/20/2020 LU v M ? O 0 -GRADE ELEVATIONS WHERE EACH UNIT WILL BE INSTALLED. Drawn by GB 2 _j �- J -HOUSE WASTE LINE MAIN LOCATIONS AND INVERT ELEVATIONS. o- W 0 W W W w 0 O -ANY UNDERGROUND UTILITIES, INFRASTRUCTURES,AND/OR STRUCTURES Checked by HA Lo Z m z z z a p O -ANY TREES WHICH MAY AFFECT TO THE I/A OWTS INSTALLATION 2. GARBAGE DISPOSAL UNITS SHALL NOT BE USED WITH A I/A OWTS. O 0 m m 3. TANKS SHOULD NOT BE PUMPED WHEN GROUNDWATER IS HIGH OR FLOOD CONDITIONS C ■ O 1 M SECTION DIAGRAM EXIST. N 3/16" = 1'-0" Scale As indicated NOTE CONFIGURATION CHANGE. SIDE ENTRY TO TREATMENT TANK STAAR NYLON STRAP MIN.10,000 PSI RATING studio a/b architects BUOYANCY CALCULATION (TYP) I 651 West Main Street, CALCULATION ASSUMPTIONS: Riverhead, NY 11901631 5912402 1-1/2"PUMP BACK ST Concrete Density= 150 Ib./ft3 I 631 3231426 ■e - - - Saturated Soil Density= 110 Ib./ft3 glynis@studioabarchitects.com Water Density= 62,4 Ib./ft3 Groundwater Level: EL 1 I mailing address: Calculate with the tank empty PO Box 444 Soil weight above tank shall not be included in the calculations s8"CL TO CL Orient NY 11957 Apply 1.5 safety factor 18" I 18" STAAR 0.5 Construction: _- __ �• c(0 ML • • INFILTRATOR IM 1060 TANK Pre-Tank weight: tank 320 LBS ' O ° ' O ' ' O ' ' O ' (2) DEADMEN 8' L X 8"H X 18"W= 8.04 CF X 150 LB/CF =2412 LBS IN GRAVITY C LET TOTAL WEIGHT UNINSTALLED 2732 lbs. (2)-CONCRETE DEADMAN 18"W'X 8"H"X 8'L FROM HOME )� �• �• a� «� �• ` WITH (2)-#4 REBAR CONTINUOUS EA TANK GRAVITY Soil above Deadmen O . ° ° ° , 0 . , O . ° ° ° • O • 2 X 12SF X5.62'X 110/CF= 14,836 LBS ANTI-BUOYANCY DETAIL- INFILTRATOR 1 • • • • • • , TOTAL WEIGHT INSTALLED 17,568 lbs. TANK 4x4xl.5 TEE a EM a 0 0 VIM U NTS PROVIDED BY , SEPTITECH UPLIFT FORCE Owner; Volume of Water Displaced TANK: 1287/7.48= 172 CF X62.4'= 10,736 LBS Cathy and James Sleckman 127" ENTER THIS SIDE DEADMEN:2 X 8.04 CF X 62.4 LB/CF=1,003 FOR FUJI CEN5: 1/4"SSTL CABLE Uplift Force by Water Displaced 11,739 lbs. SECURED BY SSTL CLEVIS(TYPE 4) AIR INTAKE SNORKEL 1"ELECT CONDUIT BUOYANCY CALCULATION CLEVIS ATTACHES TO NYLON (PROVIDED BY SEPTITECH) INTO RISER STRAP RING W/CARBON FILTER 2"AIR INTAKE INTO RISER Tank+ Deadmen 3/8"x 12 x 1 1/4"SSTL EYE HOOK Total Weight= 97,568 lbs. Uplift Force= 11739 lbs. (TYPE 4)OR , SEPTITECH CONTROL THREADED SSTL OR HOT DIP Negative Buoyancy 5,829 lbs. GALVANIZED ROD WITH DROP PANEL Weight-Uplift Ratio = 1,5 >= 1.5 OK FORGED HEAVY DUTY EYE NUTS property Tax Map#: 24.0"ACCESS PORT WITH LOCKING LID with Suffolk County requirements. 1000-77-2-5 RISER 6"MIN., 30"MAX. INSTALL AT 0.6'IN GROUNDWATER(NORMAL SITUATION)THE WEIGHT-UPLIFT 2" MI MIN.• I ;,° ` site street address: SECONDARY SAFETY DEVICE,TYP. RATIO IS 5.8' z ^N. 6" 4. z_ 150 Oak Avenue iO _ Southold, NY 11971 (2)-#4 REBAR III - - _ III W--L -- _ - -- - J-1` CONTINUOUS 111WN --I III 1 1 1 I ( I ELECT AL --- AIR INTA INLET � DEADMAN SECTION REDUCE 2"EXIT ASSEMBLY _ _ - - - - F TO 1.5"PRESSURIZED TRANSIT ANTI-BUOYANCY DETAIL- DEADMAN LINE AFTER EXIT SECTION No, Description Date CONTINUOUS 1 1/2" = 1'-0" ELASTOMERIC GASKET A a im, inc� evel Float N (VVhite) Control Power lwlc gh evel Float 11 C (Yellow) 1EAmo StAAR Disc arge Pump - P eed Control Panel (Clear) -Y-------COMP PRIMARY SEPTIC TANK ----- ---- °__------ - - _�--------- 115V C Retu Pump -=- ---------- --- -=---------- ---_ -- 20 m SEPTITECH STAAR .50 PROCESSOR (Black) SIZED IN ACCORDANCE WITH LOCAL CODES 6"MIN. PEA GRAVEL O SAND p (PROVIDED BY SEPTITECH AS OPTION) COMPACTED BED SINGLE LINE DIAGRAM Recir ulate Pump 127" 24"`1- STAAR 0.5_0.75_1.0 (Red) 115 VOLT NOTES: SEPTITECH STAAR .50 PROCESSOR RECIRC PUMP: TSURUMI OM3 W/(2)7/16"VENTURI, PHASE 1-115V/0.2 HP, 1)All Wiring to the tank should be minimum 3.2A/5.1A FULL 1 BREAKER 8A #14 AWG THHN or TFFN unless otherwise noted. IN INFILTRATOR IM-1060 SEPTIC/PUMP TANK P-BACK PUMP: GOULDS LSP-03, PHASE 1-115V/0.33 HP,2.9A/7.2A FULL/BREAKER 8A Control Ponel 5 VAC WORKING CAPACITY 1094 GAL r-�:,^•,-•� (-z`VOC 1-I--z'° �A� W/N°u`r DISCHARGE PUMP:GOULDS LSP-03, PHASE 1-115V/0.33 HP,2.9A/7.2A FULL/BREAKER 8A + + I„ P TOTAL CPACITY 1287 GAL 127"L X 62,2"W X 54.7"H WEIGHT 320 LBS �d 11� n"�°�-,' _ }- ° c� 115 VOLT VERSION ;_,r� ;. Y„ „�r SeptiTech STAAR 0.5 W/INFILTRATOR M •`-��" " ne'^ \ Pra my rank ={-1.}'1 .'-.ate" �;0 •T--L �,_{jr. L tIOnOI\TANK ••w Pr• enr '�--K1r5 VAC 6"OF TOP SOIL 1.25"SCH.40 PVC DISTRIBUTION PIPE (6"MIN.TO 18"MAX.) DISTRIBUTION PIPE jea, SPECIFIED ORIFICE HOLES SHALL BE UNIFORM OVER SYSTEM ORIFICE SHIELD "° ���• ,r • Q-BARRIER TERMINAL e rrrrr..ua ryTr n .III - �.�... WITH GEOGUARD ORIFICE SHIELD FABRIC 39"GEOMAT WIDTH 2'-0"MIN. TRANSITION FROMl ":;;.. G EOMAT "°"'° 1.5 PRESSURIZED ''�`^ GEOMAT CORE SIDE CLEARANCE TRANSIT PIPE TO GEOMAT LENGTH _ NUILJ; 1._ pP CLEANOUT&DISTAL HEAD PORT user AC lied Power Control P°Prer Pump Can tr°I P^-r 1.25"PRESSURIZED o All wring to cn°conk eh,�Ia ce mnmPm �-- 3- o�A�.9 Am Pa "` Po.er #14 AWG THHN w TFFN unless otherwise noted. FABRIC TOP OF FILL - W/THREADED CAP LATERAL PIPE SCH "AmP as.m; �(= o "'VAC 0' "AmP, / 1 2JO VAC III=Am W Ne Ptrel iH� FINISHED GRADE FUTURE 40' SLOPE Power Feed � A^^ • 1 3/0 75/1.0 -��t:::ii-1 Neater EL. 5.4 + EXPANSION 1/3 MAX.• INSTALL STAAR 05115 WILT .075.7.0 ❑ Ultre,�bt gteNM°°l°^ srw"R I'"t ❑ APT° gm - - -- - - /-/-J- �, aI/ --- ---I , I---I 7 SeptiTech STAAR Electrcal Diagrams d °.d ° .•�� " Md ° 4 36" MIN. 0 1/8"PER 12"SLOPE , a 18'-0"MAX• C. to C. d a:,.. . o q o 1.: JUL 3 0 PERMEABLE FILL A ° .b .,: DOWN TO LATERAL ` 2�2� 1-60 MINUTES PER INCH a ° d •A• PERCOLATION RATE, OR SAND ¢_ _ _ _ _ _ _ _ _ _ _ E AND LOAMY SAND. - - - - - - - M CO g ow PROJECT z GROUNDWATER BOTTOM 1 - PLACE ON UNDISTURBE=D EXISTr EL. 1.0' OF MAT > y` =u- SP OR SW SOILS, REPLACE Innovative and N EL.4.9' �` " EXISTING SOIL TO REACH LAYER OF SP OR SW SOILS IF NEEDED PRESSURIZED GEOMAT LEACHING SYSTEM PRESSURIZED GEOMAT LEACHING SYSTEM 4- Alternative Onsite (APPROX. 1 FT) CROSS SECTION LONGITUDINAL CROSS SECTION O Wastewater Treatment 2 GEOMAT LEACHING SYSTEM DETAILS 1 CONTROL PANEL System (I/A OWT�S) WITH MAIN SERVICE PERSPECTIVE VIEW PROVIDE 15 0 Oak Avee SMA - 1.25"SCH.40 PVC LATERAL CONNECTION TO �G (DISTRIBUTION PIPE) GENERATOR SWITCH i �S M• MALE THREADED SLATE OR OTHER MALE THREADED MALE THREADED 36" MINIMUM 2 x 2 w -- -- - SPECIFIED ORIFICE HOLES ADAPTER AND CAP SUITABLE COVER ADAPTER AND CAP ADAPTER AND CAP 514 X 6 CEDAR FENCE POST tr i -4 c� DECKING , _ _,- --1 - GEOGUARD ORIFICE SHIELD WOVEN WIRE FENCE J, ,t�1W P - - - 1 4- C 6 x 6 - 10/10 WWF 'S' �'i�18a6 Q 3/4 GEOMAT o ( ) T CLEANOUT&DISTAL y4 CORE FABRIC � w z_ HEAD PORT w Q FILTER CLOTH I/A OWTS Details - FABRIC MALE THREADED � �// �G�- DAPTER AND CAP j SEWER PIPE � z � N DOUBLE SIDED _ 45 DEG. ELBOWS WYE g S�OPF - III IIS - -- a LASCO D448-040 - -iii - -- - -- 30 DEG ELBOW 60 DEG WYE -T 4X4 ACQ POSTS EMBED FILTER CLOTH GDF OR EQ. Project number 2017 - 24"SUBMERGED TO SOIL, „ 11� MIN, 6 INTO GROUND SCH 40 90 DEG SWEEP ON Date 7/22/20/2020A ----- -- -, --- --- 6"OF PEA GRAVEL BED z 4 g Drawn by HA a SCH40 COUPLING ALTERNATE A:FOR BENDS ALTERNATE B1: FOR USE WITH ALTERNATE B2: FOR USE WITH �� - BLDG. EXTENSION/CONNECTION BLDG. EXTENSION/CONNECTION N UNDERGROUND LINES io Checked by GB W/DOUBLE SIDED SWEEP 24"MIN. BELOW GRADE v - GEOGUARD ORIFICE SHIELD CLEAN OUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC SECTION DETAIL V `- CONTROL PANEL INSTALLATION C42 0 3 GEOMAT LEACHING SYSTEM DETAILS 2 4 CLEANOUT DETAILS n DIAGRAM collection Copy 1 Silt Fence Details N 1 1/2" = 1'-0" N.T.S. N.T.S. Scale As indicated