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HomeMy WebLinkAbout1000-31.-12-11 OFFICE LOCATION: �0f SU(/j�O MAILING ADDRESS: Town Hall Annex '`� l0 P.O:Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) u> >r Southold, NY 11971 � ® �pQ Telephone: 631 765-1938 O 4DUNTIFax: 631 765-3136,�� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To- Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date. August 13, 2019 Re: LWRP Coastal Consistency Review for EDITH M. BERRY, GLYNIS M. BERRY & HIDEAKI ARIIZUMI, SCTM# 1000-31-12-11 EDITH M. BERRY, GLYNIS M. BERRY & HIDEAKI ARIIZUMI, request an Administrative Permit to remove existing'septic system and replace'with Innovative &Alternative Wastewater Treatment System. Located: 1410 Trumans Path, East Marion. SCTM#: 1000-31-12-11 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 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 Town of Southold I E LWRP CONSISTENCY ASSESSMENT FORM JUL 2 9 2019 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 cant beneficial and adverse effects anon the coastal area(which includes all of So &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,_listinu.both supporting and.non- suuugorting facets. 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# 1000 _ 31 12 11 PROJECT NAME I/A OWTS for 1410 Trumans Path The Application has been submitted to(check appropriate response): nn Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1_X! 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: a Nature and extent of action: _ Removal of existing cesspools and replacement with I/A OWTS (FUJI CEN 5 and shallow dispersal system (Elgen) Location of action: 1410 Trumans Path,East Marion,NY 11939 Site acreage: 0.19 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: Glynis M. Berry (b) Mailing address: PO Box 444, Orient,NY 11957 (c) Telephone number:Area Code( ) 631680 9656 (d) Application number,if any: JA Will the action be directly undertaken,'require funding, or approval by a state or federal agency? Yes ❑ No❑ If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Yes ❑ No ❑ Not Applicable inim'zcs adverse effects of development by treating wastewater removing nitrogen which impacts algal blooms Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ® Yes ❑ No ❑ Not Applicable contributes to cleaner water,which if more do this,will reduce frequencey of blue/green algae blooms Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWFP Section III—Policies Pages 8 through 16 for evaluation criteria 0 Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ® Yes ❑ No ❑Not Applicable Treats wastewater to NSF 245 standards,reduces nitrogen,TSS,BOD,etc. 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. F� D ❑ Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LMW Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes FXJ No,Fj 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 3 No ❑ Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and-public resources of the Town of Southold. See LWRP Section'III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Yeir!J11 No❑ Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes 0 No ❑ Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ® No ❑ Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ® No❑ Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes I No ❑ Not Applicable PREPARED BY TITLE J' G �"'—"" DATE 7AZ Cf LAND N/F S.C.T.M. NO. DISTRICT: 1000 SECTION: 31 BLOCK: 12 LOT(S): 11 OF v� HEDGE TIMBER WALLS FAINGLAS LAND� N/F / N 6405'40" E 6' STOCKADE ALONG LINE 142.00' 2.4' of / �, GIUGLIANOTTI MON. , C I; 1-1-Z r r r _ ,� t 10.0' I o FIRM. 2.8'O JUL r p I WOOD _SHED POST JUL 9 2019 0 2'W ON GRADE l(� r r WOOD S R PIPE Snutilatd Town U Boa of Trutrn r 40.6' 0.5'S W 4' STOCKADE r � i6.0' w 1.3'E l WOOD i STY FIRM.DWELLING ❑ LAND N/F Q OF r m 7.4� REINHARDT ® � LO LO I o c ' r 0 I o CELLAR ENT. WOOD '114-�' CONC. w C\2U STOOP o _ I Ld PosrFQ Q r ZJ I 1.3' 30.96' �p 5'N S 0 16Q F w � S o M IPE S 6405'40 W 143.00' 8s � . Uj POSTo �0 N 64°05'40" E 96.13' w 86 o w LAND N/F S6p� ! r / %d < C) OFG!i /< / /RIGHT a0F WAY / / % i /' i d/ %° cvp GIUGLIANOTTI °SS .� a DIRT, DRJVEWAY^ G �o a S 64°05'40" W LANOD N/F 100.00' +I STEPHANIE & WILLIAM GORGA �Np N/F JOHN & TERRY OORGP V-oo FIE WA TER SUPPLY WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 8,122.5 S.F. OR 0.19 ACRES ELEVATION DATUM.• ------------------------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUC-TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: EDITH M. BERRY; GLYNIS M. MAP OF: - BERRY; HIDEAKI ARIIZUMI• FILED: FIDELITY NATIONAL TITLE INS. C0.• SITUATED AT: EAST MARION TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK '90a Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE 22 SCALE: AUG. 25, 2014 PHONE (631)29B-1588 FAX (631) 29B-1588 #14-1 1 "=20' DATE: N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk BERRY RESIDENCE I/A OWTS INSTALLATION PICTURES OF SITE H. 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INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH 651 West Main Street #OF BEDROOM: 1+1 SERVICES'REGULATIONS,STANDARDS,AND REQUIREMENTS,AND SHALL BE STRICTLY IN Riverhead NY 11901 ADVANCED TREATMENT UNIT: FUJI CEN 5 BY FUJI CLEAN USA ACCORDANCE TO THE MANUFACTURER'S INSTRUCTIONS. 631 591 2402 I/A OWTS CAPACITY REQUIRED: 400 GAL PER DAY,AS PER TABLE 3, 631 3231426 SCDHS RESIDENTIAL STANDARDS 2.THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER glynis@studioabarchitects.com I/A OWTS CAPACITY DESIGNED: 500 GAL PER DAY 563 ARTICLE VII (SEPTIC INDUSTRY BUSINESSES)AND ENDORSEMENT J (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER)THROUGH THE SUFFOLK COUNTY mailing address: LEACHING SYSTEM: GRAVELLESS ABSORPTION TRENCH SYSTEM DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK PO Box 444 ELJEN GSF ON CLEAN SAND AND GRAVEL COUNTY CODE§563-79(11)(J).THE DEPARTMENT OF LABOR, LICENSING,AND CONSUMER Orient NY 11957 LAND N/F OF EXISTING CESSPOOLS TO BE REMOVED REQUIRED: TOTAL 46 LF REQUIRED FOR SP/SW SOIL,AS PER SCDHS AFFAIRS MAINTAINS A LIST OF LIQUID WASTE LICENSE HOLDERS. WILLAIM FAINGLAS RESIDENTIAL STANDARDS TABLE 11 r DEVELOPED FUJI CEN 5 EXACT LOCATION OF WASTE DESIGNED: (2) ROWS EACH 24 FT LONG;TOTAL LENGTH 48 FT, INSTALLED ON 3.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY. LINE UNDERGROUND UNKNOWN LAND OF EDITH M. BERRY, GLYNIS CLEAN SAND AND GRAVEL FILL ON REPLACED SOIL WITH CLEAN PUBLIC WATER VENT ENTRY ANGLE FUJI FOR STRAIGHT M. BERRY, HIDEAKI ARIIZUMI SAND AND GRAVEL ABOVE EXISTING SW OR SP LAYERSOIL 4.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE ACTIVE O&M (OPERATION AND CONTROL PANEL DRY SHED ONLY 50%EXPANSION: (1)ROW 24 FT LONG. MAINTENANCE)AGREEMENTS BETWEEN THE PROPERTY OWNER AND SERVICE PROVIDER. BLOWER SHED ACCESS TO PUBLIC WATER 4 N 640 05' 4011 a 142.00' 5.SERVICE PROVIDERS MUST REPORT ALL O&M ACTIVITIES TO SCDHS (SUFFOLK COUNTY d' DEPARTMENT OF HEALTH SERVICES). 6. COVENANTS MAY BE REQUIRED ON PROPERTIES WHERE I/A OWTS ARE INSTALLED ,. t E 0 REQUIRING; SYSTEM REPLACEMENT IN EVENT OF FAILURE;O&M REQUIREMENT;ACCESS TO - o SHED Ai R h DRY DHS INSPECTION/SAMPLING ON QUARTERLY BASIS IF NEEDED; OTHER REQUIREMENTS THAT DOD TERRACE B LID TEST SCDHS DEEMS NECESSARY. HOLE GROUND ELEVATION 20'+/- ii l!, " R Owner: O I 23.6' a 5.2' 1C = 7. PERFORMANCE STANDARDS FOR I/A OWTS TECHNOLOGIES: asz 11 s'MIN CO R I/A OWTS MUST MEET TREATED EFFLUENT CONCENTRATIONS FOR TOTAL NITROGEN OF Edith Berry LO 71.0' r,-,1 / �[ DARK BROWN � ,,. pa, - NINETEEN 19 MG/L OR LESS. SETBACK 7.4' p LAND N/F OF REINHARDT �- 1' LOAM OL ( ) II II II �I N DEVELOPED � - - - I� I�,it li_ii DECK 1 STY FRM. PUBLIC WATER LU 2 R WS 24' II f II II h DWELLING Z O I I oC BROWN SILT ML SEPTIC/TREATMENT CONSTRUCTION CRITERIA: 14.01 4.0' (4.0'I 4.0'14 0' N� ELGE GSF ° 1. SEPTIC/TREATMENT Oi IF-'1 I� I POWER SUPPLY CONNECTED TO(2)DEDICATED 115 I. d ,--I 5.3' CV O _ _ _ 3_ I ALL NON-CONCRETE TANK WALLS, FLOORS, ROOF AND ACCESS COVERS SHALL RESIST IF, 11 II W VOLT AC SINGLE-PHASE 15 AMP CIRCUIT BREAKER F- �I L 1--I AN APPLIED FORCE OF 300 POUNDS PER SQUARE FOOT PSF .IL ii-Ii ON HOUSE MAIN; EXISTING PANEL NEEDS UPGRADE ( ) \ II. NON-CONCRETE PREFABRICATED SEPTIC TANK&I/A OWTS SHALL CONFORM TO THE 0 i- LOCATED IN 1ST FL BEDROOM). INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS"AMERICAN �' L J ( ) PALE BROWN FINE Cy 13.3' - M I -s BASEMENT BELOW TO COARSE SAND SW NATIONAL STANDARD FOR PREFABRICATED SEPTIC TANKS"ANSI Z1000-2007 AND ANY Z ( °' ' "' OVERHEAD ELECT.LINES UPDATES THERETO. property Tax Map#: LU s� ° 111. EACH SEPTIC TANK&I/A OWTS SHALL BE IDENTIFIED BY THE MANUFACTURER AND 1000-31-12-11 ° 05' 40" 6 `�s' DISPLAY THE FOLLOWING INFORMATION PERMANENTLY MARKED AT THE INLET END OF �Q�. LU NO WATER ENCOUNTERED THE TANK: site street address: N 6" F 1. MANUFACTURER NAME OR LOGO 1410 Trumans Path Y S 640 05' 40" W 143.00' 86°Q ���'�t� _ -N 640 05' 0_!-E_�_96_.13_ - _ b 17' 2. CAPACITY AND NUMBER OF OPENINGS East Marion, NY 11939 TEMP. SILT FENCE 76 0 3. MAXIMUM DESIGN LOAD z DURING INSTALLATION 0��� RIGHT OF WAY W DIRT DRIVEWAY W 0 4. THE DATE MANUFACTURED. ° _ TEST HOLE IV ALL CAST-IRON AND HDPE COVERS SHALL BE SET AT FINISHED GRADE, BE LOCKING, Q LAND N/F OF 1420 SS, N BY: MCDONALD GEOSCIENCE TAMPER-RESISTANT,WATERTIGHT, INSECT-PROOF, FLAT, SKID-PROOF,AND BE TRUMANS PATH LLC - - - - - - - - - - APPROVED FOR SEWAGE USE. COVERS AND RISERS SHALL BE CAPABLE OF DATE: 1/2/17 SITE PLAN BASED ON SURVEY BY DEVELOPED S 640 05' 40" W 10000' LAND N/F OF WITHSTANDING A TRUCK WHEEL LOAD (36 S IN.OF 2500 LB FOR 60 MIN WITH A MAX. . PUBLIC WATER HIGHEST EXPECTED GROUNDWATER VERTICAL DEFLECTION OF 1.5 IN. KENNETH M.WOYCHUK, N.Y.S. LISC. NO. 050882 STAEPHANIE+ + V. HDPE COVERS AND RISERS ARE REQUIRED TO BE USED ON NON-CONCRETE SEPTIC DATED: 8/25,2014 WILt1AM-GORG-AELEVATION 0' BASED ON USGS LI S.C.T.M. NO.DISTRICT:1000 SECTION:31 BLOCK: 12 LOT: 11 �` GROUNDWATER CONDITIONS TANKS.THEY SHALL BE SET AT FINISHED GRADE, BE LOCKING,WATERTIGHT, INSECT- No. Description Date r PROOF,AND BE APPROVED FOR SEWERAGE USE. AREA: 8,122.5 S.F OR 0.19 ACRES VI. IF A RISER COVER WEIGHS LESS THAN 60LBS A SECONDARY SAFETY LID OR DEVICE SHALL BE PROVIDED. ELEVATIONS BASED ON DATUM N.A.V.D. 1988 FROM SC GIS c TEST HOLE DATA - " 2. SEPTIC TANK&I/A OWTS SHALL BE WATERTIGHT AND CONSTRUCTED OF SOUND AND `►`"� - DURABLE MATERIALS THAT ARE NOT SUBJECT TO EXCESSIVE CORROSION OR DECAY. FEMA FLOOD ZONE X,EXCEPT AT BASE OF BLUFF AE EL.6' 1/4" 1'-0 A. ALL SEPTIC TANK&I/A OWTS MUST BE CERTIFIED AS WATERTIGHT BY MANUFACTURER USING EITHER VACUUM TESTING OR WATER TESTING METHODS. I. VACUUM TESTING MUST PULL 4"OF MERCURY(HG), FOR 2 MINUTES WITH A LOSS OF 10%OR LESS. 11. WATER TESTING:SEAL TANK; FILL TANK WITH WATER TO OUTLET INVERT ELEVATION FOR 24 HOURS. REFILL THE TANK TO OUTLET INVERT AFTER 24-HOUR PERIOD AND LET STAND FOR 10 HOURS.APPROVED IF WATER LEVEL IS HELD FOR 10 HOURS. 18'-0"MAX, B. ALL PENETRATIONS PIPES SHALL BE CONNECTED TO TANKS WITH A WATERTIGHT, C, to C. SEALED FLEXIBLE JOINT AND THE PIPE GASKET SHALL BE FASTENED TO THE PIPE WITH U A STAINLESS STEEL RETRACTABLE CLAMP. 1 I/A OWTS LAYOUT I O LL 3 .THERE SHALL BE A MINIMUM ONE-FOOT AIR SPACE MEASURED FROM THE OUTLET INVERT _ M TO THE BOTTOM OF THE TANK COVER. �UJI 1 w-4 4.ACCESS TO EACH TANK OR COMPARTMENT OF THE TANK SHALL BE PROVIDED BY AN ABBREVIATIONS. y` „ r =LL ACCESS COVER WITH AN INSIDE DIMENSION OF AT LEAST 20 INCHES IN DIAMETER,AND IN y 4 y` N COMPLIANCE WITH 5-111 AND 5-11413-7 OF CDHS RESIDENTIAL STANDARD 2016.ALL & AND LP LEACHING POOL (� 4 OPENINGS SHALL MEET THE FOLLOWING REQUIREMENTS: .� A. OPENINGS SHALL BE PROVIDED OVERALL INLET AND OUTLET PIPES @ AT MAX. MAXIMUM ,0 B. WHERE EXTENSIONS ARE REQUIRED,THEY SHALL BE WATERTIGHT B.C. BOTTOM OF CURB MIN. MINIMUM 0`� C. SEPTIC TANK&I/A OWTS MANUFACTURERS SHALL PROVIDE A LABEL OF NONCORROSIVE BW BOTTOM OF WALL N.T.S. NOT TO SCALE CONC. CONCRETE PROP. PROPOSED MATERIAL IN PROMINENT LOCATION AT EACH ACCESS OPENING TO WARN"ENTRANCE INTO TANK MAYBE FATAL" C.O. CLEAN OUT REQ. REQUIRED PERSPECTIVE VIEW DB DISTRIBUTION BOX SCDHS SUFFOLK COUNTY DEPARTMENT OF SEPTIC TANK& I/A OWTS INSTALLATION STANDARDS E or ELEC. ELECTRIC HEALTH SERVICES 1.ALL APPLICABLE RECOMMENDATIONS PROVIDED BY THE MANUFACTURER SHALL BE ELEV.or EL. ELEVATION ST SEPTIC TANK IMPLEMENTED. G GAS T.O. TOP OF 36" MINIMUM 2 x 2 HDPE HIGH-DENSITY POLYETHYLENE T.C. TOP OF CURB FENCE POST 2.THE SEPTIC TANK& I/A OWTS SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A I/A OWTS INNOVATIVE AND ALTERNATIVE ONSITE TW TOP OF WALL MAXIMUM TOLERANCE IN ANY DIRECTION OF+/-ONE QUARTER INCH)ON A MINIMUM 3 INCH WASTEWATER TREATMENT SYSTEM W WATER THICK(OR MANUFACTURER'S RECOMMENDATION) BED OF PROPERLY LEVELED AND INV. INVERT W/ WITH WOVEN WIRE FENCE COMPACTED SAND(FREE FROM ROCKS) OR PEA GRAVEL.BACKFILL SHALL BE PLACED LG LEACHING GALLEY (6 x 6 - 10/10 WWF) AROUND THE SEPTIC TANK&I/A OWTS IN SUCH A MANNER AS TO AVOID DAMAGE AND COMPACTED IN 6-INCH LIFTS. BACKFILL SHALL BE FREE OF LARGE STONES,STUMPS,AND z CONSTRUCTION DEBRIS. FILTER CLOTH g 0 3.THE TOP OF THE SEPTIC TANK&I/A OWTS SHALL NOT BE LOCATED GREATER THAN TWO N AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE. FOR SEPTIC TANK&I/A POWER SUPPLY SCOPE OWTS WITH DOMES,THE TOP OF THE DOME SHALL NOT BE LOCATED GREATER THAN TWO CONNECTED TO(2) AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE. DEDICATED 115 VOLT AC, SINGLE-PHASE, 15 AMP CIRCUITS GJUL 9 Z�19 RAD GENERAL NOTE i BREAKER ON HOUSE PANEL EMBED FILTER CLOTH E 1. BEFORE ANY EXECUTION,VERIFY ON SITE, IF APPLICABLE: i I MIN. 6" INTO GROUND -GRADE ELEVATIONS AT THE HOUSE WHERE THE WASTE MAIN PENETRATES. ? 4"WASTE 4 -GRADE ELEVATIONS WHERE EACH UNIT WILL BE INSTALLED. " -HOUSE WASTE LINE MAIN LOCATIONS AND INVERT ELEVATIONS. CAST IRON WITHIN 2'FROM -ANY UNDERGROUND UTILITIES, INFRASTRUCTURES,AND/OR STRUCTURES FOUNDATION WALL,CONTINUED TO -ANY TREES WHICH MAY AFFECT TO THE I/A OWTS INSTALLATION CLASS 2400 OR SDR 35, (OR SDR40) SECTION DETAIL 1/4"PER 12"SLOPE MIN. 2. GARBAGE DISPOSAL UNITS SHALL NOT BE USED WITH A I/A OWTS. 3. TANKS SHOULD NOT BE PUMPED WHEN GROUNDWATER IS HIGH OR FLOOD CONDITIONS PROJECT Stormwater Silt Fence Detaiils EXIST. 4 (2 MIN.) DIA. HDPE VENT 14 N.T.S. Innovative a n d W"MIN.ACHARCOAL FILTER RAD Alternative Onsite 18"MIN.ABOVE GRADE, 36"MIN. FROM ANY WINDOW OR APPROVED BY HOUSE DOOR FU I RESER .. Wastewater Treatment CONTROL PANEL POLYLOK D-BOX BOARD OF 1 RUSTEES EL. 19.88'+/- W/ 12"RISER (2) ROWS, EA.24' BLOWER IN COVER ELJEN GSF TOWN OF SOUTHOLD System (I/A OW-17S) DATE -P L. 18.51'+/- _ - C.O. ON PAD � 3.0' MIN. Q f - - EL. 15.75'+/- CONNECT FORS /����% 1410 T ru m a n s .P- S M. ��y/ f� _ ____ ____ _�__��� z b EQUALIZATION vy " rM - - EL. 15'+/- MALETHREADED SLATE OR OTHER MALE THREADED MALE THREADED _ ADAPTER AND CAP SUITABLE COVER ADAPTER AND CAP ADAPTER AND CAP '9 ~O d2184� OQ CELLAR EL. 12.34' - _i Q - I/A OWTS Layout SEWER PIPE DOUBLE SIDED r W U 45 DEG. ELBOWS WYE z Q W Z 30 DEG ELBOW 60 DEG WYE R EQ D448-040 q U_ U_ F- Protect number 1913 N M r LL 00 I� V , 0 i (0 st �t M O M M O+ + Date 7/7/19 r r � Y_ r r C r r 2N g (V w w rn w w L0 w w r Cl) r 04 ALTERNATE A: FOR BENDS ALTERNATE B1: FOR USE WITH ALTERNATE B2: FOR USE WITH Drawn by GB Q GROUNDWATER EL.0 j 0 -i j j j j BLDG. EXTENSION/CONNECTION BLDG. EXTENSION/CONNECTION (0 m O w z z m z z m w m w Checked by HA LP - - - - W/DOUBLE SIDED SWEEP 0) CLEAN OUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC o _ _ - _ _ _ - _ - _ _ - _ _ - _ _ C . 01 2 SECTION DIAGRAM n CLEANOUT DETAILS N 3/16" = 1'-0" 1/2" = 1'-0" Scale As indicated