The URL can be used to link to this page

Home My WebLink About1000-26.-2-24 N%t OFFICE LOCATION: so MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631765-1938 Southold, NY 11971 cou LOCAL WATERFRONT REVITALI[ZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: May 16, 2023 Re: LWRP Coastal Consistency Review for ROBERT N. HULSIVIANN TRUST & ANN HULSIVIANN TRUST SCTM#: 1000-26-2-24 ROBERT N. HULSIVIANN TRUST &ANN HULSIVIANN TRUST request an Administrative Permit to remove an existing block septic tank and one 6' deep leaching pool and install in same location a HydroAction*AN500 [/A OWTS, and a new 6' deep, 8' diameter leaching pool. Located: 1290 Willow Terrace Lane, Orient. SCTM#: 1000-26-2-24 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 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: The Honorable Lori M. Hulse, Attorney RE C E 1' V'i D Town of Southold �----7 1 . MAY 0 9 2023 LWRP CONSISTENCY ASSESSMENT FORM i Southold Town Planning Board A. INSTRUCTIONS N 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 ministerialpermits 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 . r 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 sigAfficant .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 s uppo!ft 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# 026.00 -02.00 -0024.00 PROJECT NAME Hulsmann [/A OWTS installation The Application has been submitted to(ch Town Board 1:1 Planning Board Bo-ard of Trustees 1. Category of Town of Soufhold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital construction,planning activity,agency regulation,land Iransaction) F] (b) Financial assistance(e.g.grant loan,subsidy) (c) Permit,approval,license,certification: R Nature and extent of action: Removal of an existing block septic tank and one 6' deep, 8' dia leaching p ool to be replaced in the same locations with a HydroAction AN500 and a new 6' deep, 8' dia leaching pool Location of action. 1290 Willow Terrace Lane, Orient Site acreage: 0.416 Present land use: Residence Present zoning classification:R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following infonnation shall be provided: (a) Name of applicant: Robert Hulsmann (b) Mailing address: 1290 Willow Terrace Lane, Orient, NY 11957 (c) Telephone nwnber: 631 323 278�9 Will the action be directly undertaken,require fxmding,or approval by a state or federal agency? Yes E] No R1 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 wfll 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 LV�W Section III—Policies; Page 2 for evaluation criteria. FV-1 Yes [:] No [:] Not Applicable Minimizes the impact of development by treating wastewater to a higher quali�L, reducing nitrogen I-oading to Orient Harbor kitach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LVVRP Section III—Policies Pages 3 through 6 for evaluation criteria E] YesEl No Z 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 1-1 Yes E] No Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III-Policies Pages 8 through 16 for evaluation criteria Yes No Not Applicable Atfickid&ifi-'o-n--a-f-sfte-efs-if 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 Z Yes 1:1 No Elot Applicable Enhanced treatment of wastewater. Attach additional-s-IFeets-ifnecessary 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. FV1 Yes F-]NoF-] Not Applicable Reduces nitrogen loading which contributes to hypoxia and algal blooms 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. R Yes R No Fie] 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. 1:1 Yes E] No Z 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. F-1 Yj::1 NoF'/] Not Applicable Attach additional sheets if necessary WORIUNG 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. F]Yes 1-1 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 LNVRP 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 M— Policies; Pages 62 through 65 for evaluation criteria. F]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 No Not Applicable PREPARED By Glynis Berry, AIA LEED AP TITLE Designer of I/A OWTS DATE 4/6/2023 LOCATION PLAN for 1290 Willow Terrace Lane,Orient, NY 0 ftn"I SoVftK W-OMV, X * T�of SmMold Tu Map kqu X + x C n Lt �,ttl),/,tos.maps.arcgis.com/,ipps/Solutions/s2.htryif?apiw=lb4d46la4ebc440bal9d25e98eb3ta9O —M ALI A CD v,HERE PC I Esn HERE_ a"m WC, r PHOTOS OF SITE Date: 4/6/2023 1290 Willow Terrace Lane, Orient, NY rM -WON 7w=n Mnl� Front view of 1290 Willow Terrace Lane Side yard, where I/A OWTS will be installed JJ7 View of side area looking toward street Side yard from neighboring property 5URVEY OF LOT 5 ON A CERTAIN 5UBD(VISION MAr ENTITLED WAP OF VALLow TERRACE, N SECTION I'MiCti SAID MAP WAS FILED IN THE 5UFFOLK COUNTY CLERKS OFFICE ON NOVEMBER 26, 19G9 AS MW NO 5407 1 51TUATE: ORIENT w TOWN: 50UTHOLD 5UFFOLK COUNTY, N.Y. s 'AAVMD 10-31-2013 5LIFFOLK COUNTY TAX# 1000-2G-2-24 CERTIFIED TO: FEB 1 4 2014 HULSKANN LIVING TRUST 0\ E Q 9.! 1� x lov 0. _q) 0 Np. 4,t A, C� % 1.0 cl) A E BY OF E pjkv a D 0 FFFF—OUND %W&FOCE JOHN C. EHLER,5 LAND 5UPVF-Yop, Am :18,1 1 rl= — Aram 0A.l. 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 1"= 30' RIVE10M.N.Y. 1 1901 369-82W Fax 3669-8287 04 os� 23 Ax 02 Iwo 2t 3.%w lo �K COUNTY OF SUFFOLK Lo wla (2) R.A P,.p,,Iy 1-8—i-Ag—y y 026 SANITARY SYSTEM DESIGN: O RESIDENTIAL 066 PUMP COMPRESSER POWER CIRCUIT NOTE: ALL MOTORS 0241/2" (11541/4" 73" �_ G I' CB1 MUST HAVE #OF BEDROOMS: 4 TIMER INTERNAL OVERLOAD ADVANCED TREATMENT UNIT: HYDROACTION AN500 024 7/8" 70" I L1 euc "�'a"` -I PROTECTION. FLOAT&PUMP CONNECTIONS WELL IAOWTS CAPACITY REQUIRED: 440 GAL PER DAY,AS PER TABLE 3, SCDHS I ' ' TlcxTex�Nc TORQUECO -1s IN-LBS RESIDENTIAL STANDARDS ° 124 7/8„ > N wM ' ' euc _ __ -- I/AOWTS CAPACITY DESIGNED: 550 GAL PER DAY / 032 1/°" INSTALL Ln -- P 1�?' i~SPRAY ;PUMP RATINGS: + SECONDARY B1� 1 �ti�, 2 `' f PUMP ; 1 HP 0 115V ° I ° ° � � " MOTOR ��° SAFETY DEVICE, wHr 15.0 F.L.A. L1 N SP1 N RP1 N C1 1 2 3 4 � _ _ N ----------- (2) - -- LEACHING SYSTEM : INLET j -n,P• ______ (2)U DEEP, V DIA LEACHING POOLS N ° 76"IQ , x M1 a x a _ m ALL PIPE ° �" �" P1 ----------/RECIRC\,PUMP RATINGS: .-�- BAS O \ PENETRATIONS ° ° WW ,Y„r ( PUMP ;1/2HP ® 115V 0 4 1/2" ---- ° � ED ON SURVEY OF LOT 5 \ TO USE A ° � ,� �'10.0 F.L.A. � ON A CERTAIN SUBDIVISION MAP ENTITLED "MAP OF WILLOW TERRACE, SECTION 1 \ I I- LN -----------I MOTOR . o w FILED IN THE,SUFFOLK COUNTY CLERKS OFFICE ON NOVEMBER 28, 1969 AS MAP NO 5407 / WATERTIGHT, 1 � � U U � Z = SITUATE: ORIENT SEALED CB3 F F ° TOWN: SOUTHOLD FLEXIBLE JOINT 0-11/4 ° ° ° ° - Gam. C1 ----------� COMP ,COMP. RATINGS: WELL FASTENED TO ° ° ,MR ;1/4HP 0 115V SUFFOLK COUNTY, NY THE PIPE WITH 057 1/4" 076" ° ° _� MOTOR , N --------- , 5.4 F.L.A. VEYD 10/31/2013 BY JOHN C. FREERS LAND SURVEYOR \ AREA 18,116 SF, 0.416 ACRES t� A STAINLESS AIR SWITCH STEEL Cgq Y OQ �� O PLC CONTROL PANEL s RUN AND SURVEY ASSOCIATED WITH SCDHS NO 87-50-152 LAST UPDATED 12/9/1988 J��S�� ' GS�LF RETRACTABLE 132" eu, �---�� BY RODERICK VAN TUYL Q� Q,� 15.3' \ FS SpA CLAMP. W/HP80 esu 3 ti-V- 4 RM 0 `�° LR1 COMPRESSOR MUTE i °fG W r TEST HOLE REFERENCED FILED MAP, NOT REQ'D. J5 TO BE MOUNTED � F O SQ60 `� \ O- \ \ REMOTELY '""T LR1 ew B"' 1TEST AUDIBLE POWER CONNECTION OALARM 5 15 RISERS, INSTALL SECONDARY ew 1 \ SAFETY DEVICE, TYP. RE-CIRCULATION LR 1 LR 1-Q 1 01 DIAGRAM NO, (SIMPLEX) SANITARY SYSTEM TH � ��' �3' FASTENER, wHr aw ' � auc wHr EXISTING LEACHING POOL TO BE PUMPED AND O / \ 3/8-16 X 3 3/4"AT M 1 RED PLC-5030 REMOVED. NEW 6' DEEP, 8' DIA INSTALLED IN SAME \ / \ \ H CS LOCATION / BEST FIT REQU ED \ v/� 16"LONG 4"PVC - ' <'o SCH35 wHr EXISTING 6' DEEP, 8'bIA LEACHING / \ \� 9s'0y � 28"LONG 4"PVC --- POOL TO BE RETAINED/REUSED �-� 9�rP J• SCH35 0 r / i / 9�1y ��NOTES: MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. 6' ` i/ �Pl \ 9~ LEVELING RISER T = FlELDEWIRING SMUST BE A MINDICATE MNIMUM 0S NOT �60'C COPPER WIRNTAINED IN THE E.REMOVE EXIST. BLOCK SEPTIC TANK, INSTALL / S' oPa \ \. C REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-lbs. HYDRO ACTION AN500 � � \ F w NE . �9 0b i PyQ \OO \ �� 06 , ,' \01 \ 4"SCH 35G, BACK FILL SCHEMATIC ELECTRICAL NOTE: HOUSE TRAP ►� 4 5 PRESENT,VENT REQUIRED N4 / - / �� j \ TEE,STRAIGHT 4" PVC SXS COMPACT IN 6" LIFTS SIMPLEX W/EXT. CORD /0 ( (i 9�?3 \� SCH35 I PART NO. 891/2" PLC-5030 TEMPORARY SILT FENCE / � � p � � i \ APPROXI 166'TO AP600 ATU LOT 4 ! ' H0 "R �� MAJORS POND ROAD 10"LONG 4"PVC I W/ j \ SCH35 PLATFORM i 64" COMPLETE �,, \ RI �� VENT cH, ,� WELL FG CONNECTING 63" ELEC DIAGRAM HYDRO ACTION AN500 �' 2-STORY F/RAME °ot- 14.0' PANEL 24X19 4 a� HOUSE &/GARAGE � N.T.$. FAO ) / TANK,AN500 245 WELL PRETREATMENT / �- 24" SLATE OR OTHER MALE THREADED MALE THREADED POWER SUPPLY / 71/2.. ±" U SUITABLE COVER ADAPTER AND CAP ADAPTER AND CAP CONNECTED TO DEDICATED / _.,.,.st 115 VOLT AC, SINGLE- LLQ PHASE, 20 AMP CIRCUIT 14.2' �O� y r 321/2' / 71/2" �w BREAKER ON HOUSE MAIN; \ �2 TANK,AN500 245 NITROGEN REDUCTI Y o°0 0 1 2 FT 471/2' ON 4 COMPACTED J 1 s �f �Y ao Y Y ^J Y =rZ w GRAVEL, SAND OR � � r- �✓ � � y✓ y SIN- i / AN500 245 NITROGEN REDUCTION SYSTEM FINE CRUSHED y SEWER PIPE > STONE LEVELING DOUBLE SIDED C� PAD PERSPECTIVE VIEW WYE / hti' HYDRO ACTION AN500 DETAfLS WYE D448-040 3 36" MINIMUM 2 x 2 TpA LOT 5 / ^ U 1/Z° - 1'-O" FENCE POST 30 DEG ELBOW 60 DEG WYE p�` ' OR EQ. POWER SUPPLY WOVEN WIRE FEN -- (6x6 - 10!10 WWF) CONNECTED TO FILTER CLOTH ABBREVIATIONS: tiQ \\ ,�' LOT6 DEDICATED 115 VOLT AC, SINGLE-PHASE 20 AMP CIRCUIT EMBED FILTER CLOT ALTERNATE 2: FOR USE WITH o �; O ALTERNATE 1: FOR USE WITH & AND c�j, �i\@ AT � �\ OQRvv BREAKER ON HOUSE PANEL MIN. 6" INTO GROUND BLDG. EXTENSION/CONNECTION BLDG, EXTENSION/CONNECTION B.C. BOTTOM OF CURB Ss,� \ \` `yy w CONTROL PANEL+ � W/DOUBLE SIDED SWEEP \� '> -'s co SECTION DETAIL CLEAN OUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC BW BOTTOM OF WALL ��,,, BLOWER IN COVER ON PAD CONC. CONCRETE �? J GROUND ELEVATION 15.4' C.O. CLEAN OUT O �� / 4"(2"MIN.)DIA. HDPE n SILT FENCE DETAIL 6 CLEANOUT DETAILS DB DISTRIBUTION BOX �7 ` otic / VENT W/CARBON FILTER `' NTS E or ELEC. ELECTRIC �� \ c/ OL .5' DARK BROWN LOAM 18 MIN.ABOVE GRADE, N.T.S. ELEV. or EL. ELEVATION y,9 ' ��y \ / 4j� - - - - 36" MIN. FROM ANY G GAS �Qe �� o \ >\M CL 3, BROWN SILT WINDOW OR DOOR DISTRIBUTION BOX 4"WASTE HDPE HIGH-DENSITY POLYETHYLENE O / - - - - POLYLOK 20" CLASS 2400 OR SDR 35, I/A OWTS INNOVATIVE AND ALTERNATIVE ONSITE �� \ � 4"WASTE W/24" RISER 1/8" PER 12"SLOPE MIN. PALE BROWN FINE CAST IRON WITHIN 2' FROM W/SECONQARY WASTEWATER TREATMENT SYSTEM ,� 70 / � FOUNDATION WALL, CONTINUED TO INV. INVERT i 7 SW TO COARSE SAND HOUSE SAFETY DEVICE LG LEACHING GALLEY i �c�' \ \13.1"/ EL 1' _ - - 14.5' CLASS 2400 OR SDR 35, (OR SDR40) 1/4 PER 12 SLOPE MIN. 15" RISERS W/ NEW 8' DEEP, 8' DIA MAX. LEACHING POOL \y SW WATER IN PALE SECONDARY SAFETY LEACHING POOL MMAXIMUM /F \ / BROWN FINE TO DEVICES TYP MIN. MINIMUM �/tib \ 17 COARSE SAND EL. 15.75'+/ ( ) N.T.S. NOT TO SCALE r, �t N PROP. PROPOSED I EL. 14.7'+/- EL. 14.7'+/- EL. 15.0'+/- EL. 15.0"+/_ z - I - EQ, REQUIRED -� I C.O. � TEST HOLE BY _ _ _ -- _ DH SUFFOLK COUNTY DEPARTMENT OF MCDONALD GEOSCIENCES J�� - -CO N `- HEALTH SERVICES N CV I -C° ST SEPTIC TANK a 1 20 40 11/3/18 _-- �� C? ®(pny'� TOP OF CELLAR * �'�I w t. a.� .-.- � ;-F T.C. TOP OF CURB HIGHEST EXPECTED GROUNDWATER ELEVATION - I - * _ TW TOP OF WALL 1.0' AN500 r I I 1 I I I E3Os�oD O I PUSTEES W WATER NOTE: USGS LI DEPTH TO GROUNDWATER VIEW N W/ WITH LISTED 17'TO GROUNDWATER, LOWER THAN 0.0' I o I I I I TC��I''i`i �✓I= S JUTH®(.D EXISTING C° +N D 6' DEEP,_ I I/A OWTS LAYOUT ICTI I POOL I I I LEACHING I ®AT ►1gf1}�! 17i 2023 TEST HOLE DATA " - ZO'-O° Z I POOL I I - - - ---------- N.T.S. T � I I Lu HIGHEST EXPECTED + X I O I Z _ - GROUNDWATER EL. 1.0' in I _ CO 022.45" - :� � � .1-' O LO i� 021.65" - - - _ _ - - - - - J- - - -OZ �- -J-O-J- - - - w _J 1 INLET, EL.0.0 > > j -� _ - CO - _ M_ _ - O : I 7 OUTLETS z z m O w ? z m z z r _ z 020.65" W LL -' PROJECT: No.BACKFILL p w L Description Date z CONCRETE COVER > HIGHEST > O Innovative and Alternative Onsite MATERIAL TO BE I POLYLOK 20"COVER ON 0 5 10 FT REUSE EXISTING 6'POOL LOWER AS NEEDED TO z O � EXPECTED ? CLEAN SAND AND 24" RISER WITH F p (0 Wastewater Treatment System (I/A GRAVEL CONCRETE 12"RISER TOP�/IEW DEVICE SAFETY MATCH INVERT ELEV(MAX 0.5) z �6 GROUNDWATER ori OWTS) [Street] II OuJ EL. 1.0 O -i m W Z studio a/b architects j - 23.55" m w EL.XX' 7 SECTION DIAGRAM OT West Main Street, 3/ 651 ° IMPERVIOUS BOX ACCEPTS: Riverhead, NY 11901 631 591 2402 A LIGHT COVER#3009C GENERAL CONDITIONS :d 20" MIN. ® ® ® N. ; _ SOIL o HEAVY COVER#3017-C20 631 3231426 A C" INLET P° �I ® ® ®� NLl GRATE #3017-G20 1. INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY DEPARTMENT OF glynis@studioabarchitects.com r` xx � F" ® ®� - �' - Q HEALTH SERVICES'REGULATIONS, STANDARDS,AND REQUIREMENTS,AND SEPTIC TANK&I/A OWTS INSTALLATION STANDARDS: I m-° o v 22.45' 6"TALL RISER#3009 SHALL BE STRICTLY IN ACCORDANCE TO THE MANUFACTURER'S SEPTIC/TREATMENT CONSTRUCTION CRITERIA: mailin address: APR 1 0 2p23 MIN.4' DIA. ° APPROVED oQD ® ®� "`3'-0" MIN. �$ 6' MIN. I 12 TALL RISER#3009-R12 9 9, LEACHING ® ® INSTRUCTIONS. 1 EACH SEPTIC TANK&I/A OWTS SHALL BE IDENTIFIED BY THE 1.ALL APPLICABLE RECOMMENDATIONS PROVIDED BY THE MANUFACTURER PO Box 444 PIPE m PENETRATION ENDCAP TYPE MANUFACTURER AND DISPLAY THE FOLLOWING INFORMATION SHALL BE IMPLEMENTED. _=" d- " :, SECTIONS ® ® °°COLLAR;- PERMANENTLY MARKED AT THE INLET END OF HE TANK: Orient NY 11957 1 �� PITCHED 1/8 - INTO A VIRGIN 2.THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT rn I LEVELING DEVICE nr , en 1. MANUFACTURER NAME OR LOGO - `v PER 12" MIN. °- a ® ® ®� P o STRATA OF �` _ TO CHAPTER 563 ARTICLE VII(SEPTIC INDUSTRY BUSINESSESI AND 2.THE SEPTIC TANK&I/A OWTS SHALL BE INSTALLED AT LEVEL IN ALLa ENDORSEMENT J INNOVATIVE AND ALTERNATIVE TREATMEN-SYSTEM 2. CAPACITY AND NUMBER OF OPENINGS DIRECTIONS(WITH A MAXIMUM TOLERANCE IN ANY DIRECTION OF+/-ONE 00 ® ® ®� SAND AND ifl ( 3. MAXIMUM DESIGN LOA[) QUARTER INCH)ON A MINIMUM 3 INCH THICK(OR MANUFACTURER'S z INSTALLER)THROUGH THE SUFFOLK COUNTY DEPARTMENT OF LABOR, 4. THE DATE MANUFACTURED. RECOMMENDATION BED OF ® ® .;- , GRAVEL " BOX SEAL, LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK COUNTY CODE ) PROPERLY LEVELED AND COMPACTED SAND(FREE POLYLOK SEAL §563-79(11)(J). 2 ALL COVERS SHALL BE SET AT FINISHED GRADE, BE FROM ROCKS)OR PEA GRAVEL.BACKFILL SH _ LOCKING TAM ALL BE PLACED AROUND THE I ,- -h 1' �- ; =d .�? d d•_ - --` IF MIN. PENETRATION IS 2"INCREMENT, #3001 TYP.40PLCSTYP• PER-RESISTANT,WATERTIGHT, INSECT-PROOF, FLAT SKID- Owner:TANK&I/A OWTS IN SUCH A M I r ANNER AS TO AVOID DAMAGE AND Owner: a I -�• I 3.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR PROOF,AND BE APPROVED FOR SEWAGE USE. COVERS AND RISERS COMPACTED IN I/ INCH LIFTS.BACKFILL SHALL BE F $ -� ` NOT AVAILABLE, TYP. �� REE OF LARGE STONES, EXCAVATE AND INLET OUT MIN. 12 COMPACTED WARRANTY. SHALL BE CAPABLE I WITHSTANDING A TRUCK WHEEL LOAD(IN S IN.OF STUMPS,AND CONSTRUCTION DEBRIS. Ann + Robert I/A OWTS Layout ' SAND OR PEA GRAVEL 2500 LB FOR 60 MIN WITH A MAX.VERTICAL DEFLECTION OF 1.5 IN. Y - - _ _ - _ - - M _ REPLACE SOIL W/ INV. EL. INV. EL. 11.47' LEVELING PAD 4.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE ACTIVE C&M(OPERATION 3. IF A RISER COVER WEIGHS LESS THAN 60LBS A SECONDARY SAFETY GENERAL NOTE CLEAN SAND AND 11.73' BOTTOM OF BOX EL. 11.47' AND MAINTENANCE)AGREEMENTS BETWEEN THE PROPERTY OWNER AND LID OR DEVICE SHALL BE PROVIDED. 1. BEFORE ANY EXECUTION,VERIFY ON SITE,IF APPLICABLE: H u IS m a n n Project number 23213 HIGHEST RECORDED HIGH - GRAVEL, SERVICE PROVIDER. 4. ALL SEPTIC TANK& I/A OWTS MUST BE CERTIFIED AS WATERTIGHT -GRADE ELEVATIONS AT THE HOUSE WHERE THE WASTE MAIN GROUNDWATER TO REACH TO SP OR BY MANUFACTURER PENETRATES. Date 4/5/2023 ELEVATION 1.0' SW SOIL, WHICH DEPTH POLYLOK 20" D-BOX 0 1 2 FT 5.SERVICE PROVIDERS MUST REPORT ALL O&M ACTIVITIES TO SCDHS 5. ALL PENETRATIONS PIPES SHALL BE CONNECTED TO TANKS WITH A -GRADE ELEVATIONS WHERE EACH UNIT WILL BE INSTALLED. FRONT/SIDE VIEW I I I (SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES). WATERTIGHT,SEALED FLEXIBLE JOINT AND THE PIPE GASKET SHALL BE property Tax Ma #: GB IZ -HOUSE WASTE LINE MAIN LOCATIONS AND INVERT ELEVATIONS. p P y P Drawn by IS MORE THAN 6' MATERIAL-HDPE FASTENED TO THE PIPE WITH A STAINLESS STEEL RETRACTABLE CLAMP. -ANY UNDERGROUND UTILITIES, INFRASTRUCTURES,AND/OR STRUCTURES 1000-026.00-02.00-024.000 d 6.COVENANTS MAY BE REQUIRED ON PROPERTIES WHERE I/A OWTS ARE -ANY TREES WHICH MAY AFFECT TO THE I/A OWTS INSTALLATION Checked by HA o INSTALLED REQUIRING; SYSTEM REPLACEMENT IN EVENT OF FAILURE; O&M 2. GARBAGE DISPOSAL UNITS SHALL NOT BE USED WITH A I/A OWTS. site street address: 8 1/411 = 1'-O"TYPICAL LEACHING POOL DETAIL J DISTRIBUTION BOX Polylok DETAILS REQUIREMENT;ACCESS TO DHS INSPECTION/SAMPLING ON QUARTERLY BASIS 3. TANKS SHOULD NOT BE PUMPED WHEN GROUNDWATER IS HIGH OR FLOOD 1290 Willow Terrace Lane M 1/2-.. _ 1 -011 IF NEEDED;OTHER REQUIREMENTS THAT SCDHS DEEMS NECESSARY. CONDITIONS EXIST. Orient, NY 11957 .O N Scale As indicated