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1000-69.-5-18.6
a 0 a a ~ ,,0' EQUIPMENT STORAGE b m eua oN r,RAne ° 0 MO BAeEYFNTI b ° MECH. 3.7 p_ o AD - OFFICE AREA rL ROOMi uAe LN r,RAOE (NO W94M) Lq •3. p, 3VP ~i x xZQ ~ m4 ~Q O~aq'D ~ d P P' TO' w rR LL LL. NS r COVERED PORCH 9 0 F O w m uw m s. a N~oA 493 VIR ¦ ¦ ¦ ¦ ¦ ¦ ¦ ~0 0 4' ES E SIONP JEFFREY T. BUTL. R, P.E. 3 FLOOR PLAN n TOTAL AREA . 3,180 SQ.FT. OFFICE AREA • 496 SQ.FT. 3 -v------------ COVERED PORCH AREA = 590 SQ.FT. - U. UML I w ( 4 MAIN FLOOR m ° 1' 1 S Yo O Nw a La ~ s d a La. La. A, TO AN APPRP/m LL ~ Q ~ yANITART BfPTIL ayaT Z ~ ul CART IRON NOILIE TRAP LL PLUMING RISER DIAGRAM (NTS) FAGS: NOUN 'I.i!) i of 1 RR e pu SITE PLAN BASED ON ORIGINAL SURVEY BY. B'°"'e HE cans[ PROPOSED SITE PLAN: EXISTING STRM DRNG 5Y5 ND•1 ~ JOHN G. EHLFJR5 LAND SURVEYOR 7x2•aTAra PRO SITUATE AT,-8'9x4' L.D. LEAGHING POOL rQ~ `~,~i•yn~nr_,,+,~yir„ T"'rer 6 EAST MAIN STREET cneAC ~ AG WITH OPEN GRATE ACKERLY FOND LANE SOUTHOL , NY 631-369 SITUATE A Y J rJ I\ I I , 3 RIVERHEAD. N.Y. 11901 TOWN OF SOUTHOLD 3 631-369-6281 FAX MORTON BUILDINGS SUFFOLK SUFFOLK COUNTY, NEW YORK EXISTING FARM AGGE55 ROAD SHALL BE Yq [ ~ ~ V T I \VI XV 631--828H APPLICANT- TOWN OF 22355 GOX LANE, UNIT NOA SGTM NO., USE. A&R 56TH NO., 1000-95-5-18b MAINTAINED TO PROVIDE 20' WIDE CLEAR USE. AGRICULTURAL ACCE55 FOR EMERGENCY VEHICLES p Of NSW Yx QiY OWNER, CUTGHOGUE, NY 11935 SECTION "as'" ROP056 ro ^by PROPOSED WATER SOURCE. PRIVATE WELL & A6 limp DAVID SHANKS 631-134-4060 FEMA FLC FEMA FLOOD ZONE. N/A 800-212-4480 1811 ~I mDRAINAGE 5NAL! naloF lwraas ASI7EAOF 517E DATA. EXISTING. PROPOSED: AREA OF SITE. 1,904,843 5.F. N.G. www.dlgnatnydl.chm (43.T4AG1 N.O. . . . . . . . . . BUILDING AREA. SITE www.cell811.com BUILDING (tor other elates) SEE PARTIAL SITE PLAN EX. 5111E BI 515E EX. 51 / LOOA 3,160 S.F. WA XiA Ir' '~&YryMb aocuvcpseP a I I el ~ ~j PJ.E~N E EX. 517E E BL BLDG AREA. 3,760 S.F. By law, excavators and contractors working in the FOR WORK IN THIS AREA five boroughs of Newyork City and Nassau and NAKE5ft P),NMftTYAL 5w, TOME SET IN Suffolk Counties on Long Island must contact (THIS DWG) ,,--ppowo W / ;E . II~~ cuere ?vP ~ D[gNel, 1-800-27&4480 or 811, of least 48 hours ^ LAND NOW OR FORMERLY OF VY' OQO II;r p 0 Y but no more than 10 working days (excluding V weekends and lapel holidays) prior to beginning THE METROPOLITAN TRANSPORTATION AUTHORITY -I?y rrr { p0 any mechanized digging or excavation work to (I 11 II II II II II II 11 11 LONG ISLAND RAIL ROAD / 1 11,14 ensure underground lines am marked. ELEVATION Exoavatom and contractors can also submit locate requests online. Through lTlC If you do not STRAW BALE BARRIER NO SANITARY 5Y5TEM5 currently use [TIC, please call 1-800-524-7803 558°29'00" E OI~JS p NOT TO WALE WITHIN 150 T LOC PROPOSED WELL ~tiA' / / 00 LOGATION MAP: for more intonation. Cry NOT TO SCALE For safety reasons, homeowners are strongly encouraged to call as well when planning any PROPOSED 5A PROPOSED SANITARY 5Y5TEM. LAND N/F OF type of digging on their property. Homeowners (MINIMUM GI (MINIMUM COMMERCIAL SYSTEM) ZONING INFORMATION: can contact us directly at 1-800-272-440D or by 0~ 1 - 1,200 GAL calling 811, the national call before you di O' 0 I ,p „d ry 'F I - &Ix 12'EF I - 1200 GAL SEPTIC TANK THE TOWN OF SOUTHOLD LE6END3 ZQ I - 8'9 x 12' EFF. DEP LEACHING POOL PROPERTY LINE AGR number. For excavation whet completed on 0 (LOCATION OF 50% EXPANSION S~HLONA!r STORM DRAIN LOT 51 AGRICULTURAL CONSERVATION 'AC' LOT SIZE; 80,000 MIN personal property, it is the contractors (LOCATION OF MAINTAIN 5% GRADE WITHIN 20' V, EXISTING U/G EXISTING: 1,904,843 SQ.FT. responsibility-NOT the homeowner's-to contact I IF' MAINTAIN 5% E Dighmt. Having utility lines marred photo 5EPTIG 5Y5TE1 SEPTIC 5Y5TEHU O PROPOSED: N.C. digging is free of charge. SEE DWG No.2 FOR SANITARY R15ER ELEGTRIGAL 5ERVICE O, 00 SANITARY LEACHING POOL o LOT WIDTH; 175' MIN LW Ni ~}\hA~ TEST p SEE DWG NO.2 DIAGRAM AND DIAGRAM AND DETAILS I J PROP05EP WELL, SEE SHEET 3 FOR LOT w EXISTING: 293.74' THE TOWN OF 5GMID I HOLE @ w INSTALLATION AND SEPARATION SANITARY 5EPTIG TANK ~o cy DISTANCE REQ'MTS PROPOSED: N.C. f E%ISTING LONTWR ~6- 1 / 2S EXISTING LIMITS OF GLEARING, LOT DI LOT DEPTH; 250' MIN EP OO EXISTING. 2,583.75 UN.FT. pY"~ \2§ rydp~4Q / o', 511 p' 90, GRADING AND GROUND SILT FENCE --x--N--x%~ 015TURBANGE HAYBALE BARRIER - PROPOSEDI N.C. sJ°o hry EXI5TING 23,253 S.F. (0.534 AGRE)/ FRONT FRONT YARD SETBACK; 60' MIN \ r' \ `1,P W AGRIG. STOP, AREA OF DIGTURBANLE EXISTING: N/A 'x, l I NM~ BLDG PROPOSED: N.C. Ep SIDE i SIDE YARD SETBACK; 20' MIN U m PoN Qs ° , . EXISTING: 119.6' f p ~ ~ PROPOSED: N.C, n ?p~ ^ LAND NOW OR FORMERLY SIDE YARD SETBACK CUMULATIVE; 45' MIN W N •,b \ OF FRANK LLCOISANO s / „ ' / LAND NOW OR FORMERLY 5ANIT'ARY YIELD CALL: SIDE i EXISTING: 836.5' r- ' EX~~ARAGE L PROPOSED. N.C. a m EXI TI AGRICULTURAL N~ (ORAGE OF FRANK LOCG5AN0 GROUNDWATER MANAGEMENT ZONE IV ~J BUILDING ALLOWABLE FLOW FOR 517E = 600 GPO/ACRE REAR YARD SETBACK: 75' MIN 0 { 5T Ro BUILDING PORCH ADDITION ENLARGED VIEW OF ` 'AREA: 3,180 SOFT. PROP05ED 51LT FENCE AND HAY13ALE AREA OF LOT = 43.74 SOFT. REAR EXISTING: 81.8' / SEE PAR 1AL PLAN (1H15 01`16)PROPOSED SANITARY SYS. / W/ 10'x30' EX PORGH / BARRIER (SEE DETAILS) 43.74 AC x 600 GPD/AC = 26 44 GPD PROPOSED: N.C. W ~ QX EX. STRM URNG srs No.2 2 - 8'9x8'L.D. SANITARY SYSTEM CALCULATION: LIVABL LIVABLE FLOOR AREA: 850 S.F, X Z LLI LL 2 (SO,FT, PER DWLG UNIT) m0 LEACHING POOLS DESIGN FLOW FOR PROP05ED AGRICULTURAL STORAGE BLDG EXISTING LOT; N/A O a m 40 20 5CALE G 40 80 1" = 40160 0" a / PROPOSED ADDITION EXISTING WOODED AREA (GENERAL, INDU5TRIAU = 004 6PD/53FT. PROPOSED LOT: N/A "££ss r 00k669 TO EX. PORCH BUILDING u1REA = 3,180 SOFT. 3;180 50.FT. x 0.04 6PD/50.FT. = 151.20 6PD MAXIMUM PERMITTED DIMENSIONS: TOTAL PROPOSED DESIGN FLOW = 15120 GPD MAXIM LOT C LOT COVERAGE. 20% MAX (380,968,6 SQ,FT.) EXISTING LOT: 0.19134% (3,780 SOFT.) * C) PROPOSED LOT: N.C. N N L PARTIAL SITE PLAN I1,200 GAL SEPTIC TANK E TEST HOLE f W TOLE I - 8'9 x 112' EFF. DEP LEACHING POOL BLDG BLDG HEIGHT: 35 FT. MAX EXISTING LOT: ±26' BY, Mc90RALD GEOSGIENGE LLD 6E0961ENCE (MINIMUM COMMERCIAL 5Y5TEM) E PROPOSED LOT: N.C. b• BOX 1000 X 1000 8o 40 O 80 160 240 320 400 (MAINTAIN 5% GRADE WITHIN 20' OF NUMBER OF STORIES; 2 1/2 MAX. rT~ S PATE, M D, NY 11911 DATE MAY 15, 2013 LLD, NY 11911 GRAPHIC 56ALE 1" = 80'-O" SEPTIC 5V5TEM, LOCATION OF 50% NUMBI 1AY 15, 2013 EXPANSION PROVIDED) E EXISTING: 1 STY F PROPOSED: N.C. ROUNZ OH \ EL. 26.0' 6BR GROUND LEVEL O' ENGINEER, 8ROW1 (OL) BRDWNLOAM (OL) K'~OF NE y \ EL. 265' 15 BELL 1.5- BELOW GRADE Jt' BROW EX. NELL AND BROW BROWN AND PALE / I BROWN FINE TO uu uiu ceu ~~..CC * W r I Z 4a m ~ 07 49" OpHOFESS\O~P EL. 5.0' L23.0' B 23015FLOW GRADE \ \ Q \ NO HATER ENCOUNTERED ENCOUNTERED ~ \ ~ \ s \ JEFFREY T. BUTLER, P.E. OD mn OD °O Calculation Summary T ES'~ <1, ! i0D ml 0 ml mJ NO ml ND ml ml m Label Status GalcType Units Avg Max Min AvgM1h Max/MM Max/Avg Ratio HOLE l C \ mD Q ,ol ; m.l DA Existing Ilkfnln a 6 0.27 8.0 OA N.A. N.A. 2.35 Fc mD m~ \Q mD ml o'" /ml and ml z U7 TY \ I \yl AA Proposed Illunhance b 0,27 6.0 0,0 N.A. N.A. 2.35 fc ma m2 \ol \ Da ml 02 , ml q Ol, v01 /05~ ,01 OL 05 03v pl N EXTRA 5TREN5TH FILTER FABRIC STEEL WOOD REQ'D ITHOUf WIRE MESH SUPPOR P05T (TYP) / 08 To be relocated Illminance 1 0,13 4.96 OA N.A. N.A. 36.21 Fc ml Q O W PH~ a W OA m3 0]0 10 xos 1i~~ 0( Q 10' MAX. O.G. SPAC.INS \ f 4Y WIRE PO T FENCE f 'iLO Q Q ExHthg Illuminance 0.26 6.79 OA N.A. N.A. 26.34 k ml s ID 20 , ~i TL Slte IlluminaTCe Illunklawe 14 3.63 10775 0.0 N.A. N.A. 66.9 fc / X0'2 03 S zn 24. ss of ON 0.1 iOD z p`r~ {0 d'd b EXISTING \e ~r]3 5f~ Wll b.G.~ n~n'' O U ]Ax 04 ml m0 O u O IT) pou Malntahed Foot-candle levels at grade. mD ml 02 i~ 25b. ;4GRGUL1URAt. 1<L x]3 0. W N Total Project Watts = 1,065 / .I 5TORAa BUILDING ~ Q L 71NG O a m.1 OW6 cz CL / BASED ON THE INFORMATION PROVIDED, ALL DIMEN51ON5 AND LUMINAIRE LOGATION5 SHOWN REPRESENT RECOMMENDED \ mn ml~ k Op ml mn FJ ~Z~ Q C4 \O S~$S POSITIONS. THE EN5INEER/ARGHITEGT MUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXI5TIN6 OR FUTURE FIELD CONDITION5 v ATTACH FILTER FABRIC SECURELY • . /i/j TO UPSTREAM SIDE OF P05T '>d 3\O~O THIS LIGHTI146 PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN UNDER CONTROLLED m° aN~O N cOF.DITION5 UTILIZING CURRENT INDUSTRY 5TANDARD LAMP RATINE55 IN AGGORDANGE WITH ILLIMINATIN6 B6INEERIN5 50GIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANY MANUFACTURER5 LUM NAIRE MAY VARY DUE TO VARIATION IN ELEOTRIGAL RE VOLTAGE, TOLERANCE IN LAMPS AND OTHER VARIABLE FIELD CONDITIONS CALCULATIONS DO NOT INCLUDE OBSTRUCTIONS SUCH RELOCATE EX15TIN6 x~ m° $ O d- N SILT FENCE DETAIL p,94 AS BUILOIN65, CURBS, LAND5GAPIN5, OR ANY OTHER ARCHITECTURAL ELEMENTS UNLESS NOTED. WD 0 FU FIXTURE A5 SHOWN N v O O NOT To SCALE THIS IS NOT AN RLUD RECOMMENDED LIGHT LAYOUT. RUUD IS NOT \ A 'DD LL, L Q m mo L ~~CG FRONT YD SILT FENCE SHALL BE PLACED SEiBK = 6-0' d~ k JEFFREY T. BU' JEFFREY T. SUTLER, P.E. 19 NOT RE5PON51BLE FOR SAFETY RESPONSIBLE FOR SAFETY AND SECURITY RISKS DUE TO A OD NOTE J •~j PARALLEL TO SLOPE CONTOURS TO / AND SECURITY AND SECURITY RISKS DUE TO INADEQUATE LIGHT LEVELS. INADEQUATE LIGHT LEVELS. . W T1 N O A MAXIMIZE PONDIN6 EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER EACH THIS IS NOT A THIS IS NOT A RECOMMENDED 1-161-11' LAYOUT. IT 15 A \ A DESIGN BASED UPON THE SOUTHOLD TOWN CODE - SECTION T~H~15p 15 NOT AN RAB LIGHTING RECOMMENDED LIGHT LAYOUT. Ll- F~avl THIS 16 BASED STORM EVENT AND REMOVE SEDIMENT f- Q'i 280-129 AND SUB-SECTION 1"72 - EXTERIOR LIGHTING RAS LIGHTING 15 NOT RESPONSIBLE FOR SAFETY AND SECURITY A RI5KS DUE TO INADEQUATE LIGHT LEVELS. A HHEN NECESSARY. REMOVED SEDIMENT 4 280-12q AND SHALL BE DEPOSITED TO AN AREA THAT y4'b L1,minalrC 5chedUle WILL NOT ALLOH OFF-SITE TRANSPORT. yule A A m° 9 Q symbol statue Qty ~e R51NGLE Ynt Description EFflclency Lumens/ Ltg Pwr Arr. Watte A LOT Damlty A A G 1 3 2013 n ' H16H POLE MAX) 5 L OR WOOD POST \ r 41-1"' X W TRENCH A ~ y ,y 'r COMPACTED 0 ExIStNg (7 / ~ L PROVIDES PREGI5E DOWNWARD DISTRIBUTION. A / 360° 5 ROUDE ETGHED ANODIZED REF ECTOR 1100 70 T,JA7 TIQ PAGE: (b) ADDITIONAL iNrTALLA3loN krn+ wvu o Proposed 6 RUUD - GE2 5ERIE5 GLG CUTOFF - CLEAR LENS W/ L ~-f Bed SINGLE 360, 5ROUD. ETCHED/ANODIZED REFLECTOR 1100 70 SCALE NT5 PRWIDE5 PRECISE DOWNWARD D15TRIBUTION. SITE SITE PLAN To be ` DRAM ROCK Relocated RAB - DIFFUSED REFLEGTOR AND CLEAR FLAT INSTALL aced I SINGLE GLA55 LENS W/ HOOD, MODEL No. 0615 - 8' M.H. 20 LPN 1500 0.015 W/Ft2 75 20 10 O 20 40 5O INSTALL LL FIXTURES IN PORGN ADDITION GRAPHIC, SCALIE I" = 20'-0" 1 A A Exl5ting J RAB - (2) DIFFUSED REFLECTOR AND CLEAR FLAT 9 © DOUBLE 6LA55 LENS W HOOD MODEL NO. OB2B - 6' M.H. 20 LPW 1500 0.031 W/ft2 150 ~n •,\/FC r~A~ 200 100 O 200 400 600 800 1000 6RAPHI650ALE 1 200-0 of 3 MAINTAIN 5% MAX. SLOPE FROM EDGE OF SANITARY 06E OF SANITARY 71REOTICN www.dipnetnycll.com 5Y51EM Off 20' IN EACH DIRECTION i TO 1 of NEW YORK CUP( or ExI5nN5 ALL CAST IRON covazs To V A I I for on1181t.mm (foratheratetea) ~ ~ 5TRr ~E , 0 G.I. COVER G.I. COVER ci.coEae ~ q 800272-4480 1811 FIN FL 25' NAX GRADE =ELEV. 37.3' !5' MAX. 0. SLAG • 35' MAX. p By law, exm By law, excavators and contractors working in the For as" masons, homeowners are strongly - - EL. 25151. i. 25DT 2 five boroug 1 T0. SAS five boroughs of New York City and Naeeau and encouraged to cell as well when planning any / 6-MIN TOG=, 255' 20' b'MIN Suffolk Cc DlgNat, 1-BI Suffolk Counties on Long Island must contact type of dipping on their property. Homeowners^ / DlgNet, 1-800-272.4460 or 811, at least 48 hours can contact us directly at 1400-272.4480 or by Bgll G~ Giii222,Jil1222JJJ""' II ~ IE: 24b7 but no me but no mom than 10 working days (excluding telling 811, the national call before you dip 9 V TT 243D' weekends 4'0 SDR 3: weekends and legal holidays) prior to beginning number. For excavation work completed on 4'0 50R 35 PVC 4'0 SDR 35 PVC If any mecht ensun any mechanized digging or excavation work to personal property, It Is the contractor's 4s 'E TRAP 11 ?47 LF MIN SLOPE = f .Qr 8's $'I LF MII ensure underground lines am marked. maponsibllily-NOT the homemvnefs-to contact 2b, - 021, IA' = OL E4$'/LF MIN SLOPE= Excevatc Excavators and contractors can also submit DIgNet Haying utility lines marked prior to "IN (=3731' ID' = 0053' PROPOSED ~n SANITARY y~n locate requo locate requests online, through ITIC. If you do not digging Is free of charge. _T ' r A - LEAGUING POOL Xb'' currently u currently use ITIC, please call 1-800524-7603 1200 GAL 5B+fIC TANK for more Informstlon. SO al 3' CLEAN 5M 3' GLEAN SAND COLLAR DD' DOLLAR HIGHEST PEGORDED GROUNDWATER = 6.38' yr~ in I {I HEAVY DUTY AND LOCKING USES DATA WELL N2. 5161&0.1 CAST IRON LOVERS TO DATUM - NEY02q AE: FINISHED GRADE HI6HE5T RECORDED GROUNDWATER LEVEL c 638 ABV VERTICAL DATUM MIN TRAFFIC TEST MOM RESULT, NO 6RO10KATER FOLIO 2' EBAW GRAVE 24" 1 2441 2jr0"MIN 1 ry _20' MIN_ ^~~'T°P PROP05ED L 5ANITARY RISE Y R15ER DIAGRAM NOT TO 5CALE INLET INLET 9 IV ~ OUTLET MIN 4' DIA. MIN 4' DIA. MIN 4' DIA. TYP SANITARY STRUCTURE REQ'MTS: WR 35 PVC PIPE OR 5DR 55 PVC 8• FLOW LINE = 5DR 35 PvO DETAILS OF CONSTRUCTION: TYP t PIPE OR L PIPE OR I USE ONE (1) 1,200 GALLON REINFORCED PRECAST CONCRETE SEPTIC TANK. SEPTIC TA SEPTIC TANK EQUIVALENT EQUIVALENT EQUIVALENT 2. USE TWO (2) 8 FT. DIAMETER, 6 FT. HIGH EFFECTIVE DEPTH PRECA5T CONCRETE I. TOPS M 1. TOPS MAY BE FABRICATED AS EITHER TRAFFIC BEARING SLABS OR DOMES. PITCHED MIN. YIN /IPT PITCHED MIN. it p BAFFLE PITCHED MIN. LEACHING RINGS. WHEN A N PITCHED FT Q WALL Q PO IN / I FT • ^ MINIMUM COMMERGIAL SYSTEM LOGA WHEN DOMES ARE USED, THE 5EPTIC TANK INLET AND OUTLET SHALL BE LOCATED WITHIN THE VERTICAL 51PEWALL AND NOT WITHIN THE DOME. 1 2. TANK5 2. TANKS CON5TRXTED OF 0 FOOT DIAMETER SOLID RINGS SHALL NOT EXCEED 5 0 GENERAL SEWER LINE REQMT5, FEET FEET IN LIQUID DEPTH, TANKS C.ON5TRU6TED OF 10 FOOT DIAMETER RINGS SHALL NOT EXCEED 6 FEET IN LIOUID DEPTH. TANKS CONSTRUCTED OF 12 FOOT T m J A. GRAVITY SEWER LINES AND FITTING5 SHALL MEET OR EXCEED A5TM STANDARD D-3034 SHALL FOR PVC SEWER PIPE WITH A MINIMUM SDR 35 RATING, UNLE55 OTHERN15E INDICATED DIAME DIAMETER RIN65 SHALL NOT EXCEED I FEET LIQUID DEPTH. V m Z B, P/C PIPE AND FITTINGS SHALL BE PROVIDED WITH INTEGRAL 15ELL5 AND SPIGOTS AND 5. TANK N I •vI RUBBER SEALING RINGS. THE SEALING RINGS SHALL MEET THE REQUIREMENTS OF A5TM DIAME 5. TANK MAY NOT BE FABRICATED FROM RINGS GREATER THAN 12 FEET IN O DIAMETER, 5TANDARP F-4-P ALL SEWER LINES SHALL BE 5TRAIGHT, COUPLINGS SHALL BE SECURED 4. WHEN S 4. WHEN SEPTIC TANKS ARE G0N5TRL'CTED OF THREE OR MORE SOLID RINGS, THEY ^ INSTALLED AND BE WATERTIGHT. SHALL 6 ALL SEWER LINES SHALL HAVE A MINIMUM DIAMETER OF FOUR (4) INGHE5 THICK SHALL BE PLACED ON A COMMON REINFORCED CONCRETE SLAB AT LEAST b" rT; ry THIGK, F~1 D, WHERE PRACTICAL, GRAVITY SEWER LINES SHALL NOT BE INSTALLED IN GROUNDWATER 5. WHEN E 5. WHEN SEPTIC TANKS ARE GON5TRLGTED OF TWO OR MORE 50LIP RINGS, ALL FOR INSTALLATIONS THAT ARE PLACED IN GROUNDWATER, THE SEWER PIPING SHALL BE COMP ° CONSTRUCTED OF PRESSURE RATED PIPING AND TESTED TO ENSURE TIGHTNE55 PRIOR TO PLAGI COMPARTMENTS SHALL BE CONNECTED BY UTILIZING THREE B" DIAMETER PIPES PLACED SUCH THAT THE CENTER LINE OF THE PIPES 15 IB INCHES BELOW THE m OPERATION. MAXIMUM PER111551EILE LEAK RATE SX,' IN 8 HOURS. OPER OPERATING LIQUID LEVEL OF THE TANK, 1 0 6. CONLRE 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4POO pbl AT 20 DAr5. HOUSE LONNECTION5, DAYS / A. A HOUSE CONNECTION 15 DEFINED AS THE PORTION OF THE GRAVITY SEWER WHICH 1. WALL TI 1. WALL THICKNESS SHALL BE A MINIMUM OF 4", A TOP SLAB (TRAFFIC BEARING) EXTENDS FROM THE FACE OF THE BUILDING TO THE SEWAGE DISPOSAL OR SEWER SYSTEM. THICK THICKNESS OF WAND A BOTTOM THIGKNE55 OF 6". ALL WALL5, BOTTOM AND W U- B. THERE SHALL BE A MINIMUM OF 2 FOOT OF CA5T-IRON SEWER LINE EXTENDING THROJGH TOP E THE FOUNDATION (U O.NJ. 8. ALL JO TOP SHALL GONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 500 p lF. x z b. ALL JOINTS SHALL BE SEALED 50 THAT THE TANK 15 WATERTIGHT. / C. HOUSE CONNECTION SHALL HAVE A MINIMUM DIAMETER OF 4 INCHES, UNLESS OTHERWISE q. THE SET 9. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTION5 WITH A MAX. Q \ NOTED TOLD D. HOUSE CONNECTIONS SERVING TWO OR MORE COMMERCIAL OR MULTIPLE RE51PENTIAL PEA f TOLERANCE OF 11/4'7 ON A MINIM)M 3' THICK BED OF GOMPAGTEO SAND OR O = PEA GRAVEL. UNITS BALL HAVE A MINIMUM DIAMETER OF 6 INCHES. 10. SEE 0V 10. SEE 0146 No. I FOR REQUIRED SEPARATION DISTANCES E. HOUSE CONNECTION SHALL HAVE A MINIMUM PITCH OF ONE-QUARTER INCH PER FOOT. / F. SLIP RING GONNECTORS OF THE PROPER TYPE SHALL BE USED AT THE 6A5T IRON JOINT. IF REQUIRED, A FLEXIBLE PVG COUPLING WITH STAINLESS) STEEL BANDS MAY BE USED TO LEA4~1 LEACHING POOLS rl`~ O CONNECT CAST IRON PIPE TO PVC HOUSE CONNECTIONS. THE FLEXIBLE COUPLING AND I. LEAGHINC- _ BANDS SHALL CONFORM TO A5TM C11173. 5ANIU 1. LEACHING POOLS ARE TO BE CONSTRUCTED OF REINFORCED PRECAST CONCRETE N SANITARY LEACHING RINGS, SOLID DOME5 AND/OR TRAFFIC BEARING SLABS, 2. ALL LEACHING POOLS SHALL BE BETWEEN EIGHT AND TEN FEET IN DIAMETER. m ~r G. ALL HOUSE CONNECTIONS SHALL BE PROVIDED WITH A GLEAN-OUT AT THE PAGE OF THE 2. ALL LEA M BUILDING. 3. WHEN M -I H HOUSE CONNECTIONS SHALL BE STRAIGHT. THERE SHALL BE NO 5EN05 IN SEWER LINE TO SIZE, E 3. WHEN MORE THAN ONE LEACHING POOL 15 USED, ALL POOLS SHALL BE THE SAME SIZE, EXCEPT THE P15TRI13UTION POOL WHICH MAY DIFFER IN SIZE. THE SEPTIC TANK OR GREASE TRAP. 4. ACCE55 4. AGGE55 OPENINGS WITH A MINIMUM DIAMETER OF TWENTY INCHES SHALL BE " I. FOR BENDS GREATER THAN 10 FEET FROM THE BUILDING FOUNDATIONS MEASURED PROVI / ALONG THE LENGTH OF THE SEWER PIPE, AND APPROVED MANHOLE WILL BE 5, LEAGHIN PROVIDED FOR EACH POOL. 5, LEASHING POOLS, INCLUDING DISTRIBUTION POOLS, SHALL BE EWIPPEP WITH REQUIRED WHERE THE PIPE CHANGES DIRECTION, IN5E61 INSECT AND WATERPROOF CAST IRON FREERS RC FINAL GRADE. ADE. \ 2. FOR DENP5 WITHIN 10 FEET OF THE BUILDING FOUNDATION MEASURED ALONG THE 6. LEACHII / LENGTH OF THE SEWER PIPE, NO FITTINGS GREATER THAN 45 DEGREES SHALL BE MAY N 6. LEACHING NO POOL CHIMNEYS SHALL BE OF REINFORCED PRECAST CONCRETE AND MAY NOT EXCEED TWO FEET IN HEIGHT. T. \ INSTALLED. IF A DIRECTIONAL CHANGE GREATER THAN 45 DEGREES 15 REQUIRED, A T. THE MAN 7. THE -FI EE DEPTH OF A PRECAST CONCRETE LEACHING PAL IS ENGINEER MINIMUM OF FIVE FOOT LENGTH OF PIPE SHALL BE INSTALLED BETWEEN FITTINGS. TWENT THE MAXIMUM PERMITTED CHANCE IN ALIGNMENT OF THE SEWER LINE SHALL BE qO 8. THE EFF TWENTYNTY-FIVE E FEET BELOW GRADE, b. THE EFFECTIVE LEACHING AREA OF A LEACHING POOL (BELOW THE INLET PIPE) NOTE9~ TES, NOTE, ALL PIPING INSTALLED DEGREES AS MEASURED ALONG THE AXIS OF THE STARTING PIPE. SHALL SHALL BE ENTIRELY IN VIR61N SAND AND GRAVEL, OR BE INSTALLED IN ~0 I'1/ YD I. C.OWRETE TO TE! CONCRETE TO TEST \ UJ7 BLDG SHALL LAST 3. 6LEANOUT5 ARE REQUIRED AT ANY BEND WITHIN 10 FEET FROM THE BUILDING OR REPLA REPLACEMENT SOILS AS STATED ABOVE, P EM BUT 9. THE BOTTOM AND 51DFYTALL AREA OF THE LEACHING POOLS SHALL BE FREE OF ,p + 4000 PS.I ® 26 OA !CO PS.I ® 28 DAYS AND SMALL L REMAIN CAST IRON LEAVING IRON, EVERY 15 FEET ALONG THE LENGTH THE HOUSE CONNECTION q. THE DOT / „F„o„ 2. REINFORCEMENT REINFORCEMENT MEETS / THE BUILDING TO A DISTANCE OF 5' AWAY la, GONGRI 10, CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P51 AT 20 A.S.T.M. A-615, A-165 i.T.M. A-615, A-165 SPECS FROM BLDG PERIMETER. DAYS. DAYS. r 0 2 3. ALL SANITARY P 4V 5DR 35 PVC ALL SANITARY PIPING TO BE NOTE, GALG5 AND DES16N PERFORMED 11. SEE low P 5DR 35 PVG IN ACCORDANCE WITH SCI SPECS. II. SEE DRAWING N0.1 FOR REQUIRED SEPARATION 0I5TNOE5, m F 073493 ~ BACKFILLIN5 AND FINAL GRADING. OpROFESSUO~P" SEPTIC TANK - 1200 GAL. BAGFILL THE GOMF THE COMPLETED SYSTEM SHALL BE BACKFILLED AND COVERED WITH SUITABLE SOIL FOLLOWING PERMISSION TO DO SO BY THE DEPARTMENT. THE PROPERTY SHALL SCALE: NOT TO 5GALE FOLLOWN BE GRADE BE GRADED TO MINIMIZE SURFACE DRAINAGE INTO THE SYSTEM. A MAXIMUM 5 JEFFREY T. BUTLER, P.E. PERCENT! PERCENT SLOPE DOWNWARD SHALL BE MAINTAINED FOR 20 FEET HORIZONTALLY FORM THE NEAREST EDGE OF THE LEACHING PORTION OF THE POOL(S) TO THE TOE Q TRAP SIZE COVER THIGKNE55 FORM THE DIM. 4„ 3/191" FOR SPAN OF 30" OF THE SL OF THE SLOPE BEFORE TAPERIN6 OFF TO PREVENT SEEPAGE OF THE LEACHATE HROH6H I/4" FOR SPAN OF 36" 6RADE 51 THROUGH THE PIPE. DUMMY RIN55 THAT ARE UTILIZED TO BRING THE SYSTEM TO O 6RADE SHALL BE PERMITTED TO BE PLACED AT A LESSER HORIZONTAL DISTANCE. $ HEAVY OUT HEAVY DUTY AND LOCKING CA5T IRO A 30 5111 FOR SPAN OF 48" STEEP 6R STEEP 6RADE5 FURTHER THAN 20 FEET FROM THE LEACHING POOLS SHALL BE COVER TO COVER TO GRADE B 30 318" FOR SPAN OF 60" STABILIZE STABILIZED FUR51JNT TO LOCAL CODES. } Z' FINISHED GI FIN15HED GRADE C q 1/2" FOR SPAN OF 12" 5EPARA 5EPARATION DI5TANGE REQ'MT5 FOR Q O SANITARY LEAGWING STRUCTURES: O C) Q 2' 8" MIN TRAFFIC p , SANITAR MINIMUM HORIZONTAL SEPARATION D15TANCE5 rv 4 2OMIN BEARING SLAB , MINIMUM 6 U A. BUILDING W/ CELLAR = 10'-0" F X A 55 ch B BUILDING ON SLAB = 10'-0" Q O z Q C WATER LINES = 10'-0' Fil Z 0.5 D. BIRFAQE WATER (WETLANDS) =loo'-0" O LLI N 1 47 F PUBLIC WELL = 200'-0' ud 1 lh MIN. 4% PIPE OF MIN. 4"(P 5OR 35 PVG o B F P PIPE OR EQUAL, 6 P 6. PRIVATE WELL,=~=150'-0" H PET . U G F UEL TANKS 220'-0^ 10'-O' ? PITGHEC J. u/ J O Q LIN FT LIN FT ITCHED MIN}',' PER ° TRAP H R K. 0. K. U/6 UTILITIES = 5'-0' J L STORM DRAINS = 20'-0" L S ML M CATCH BASINS, NON-LEACHING ® K ° N.5 p P. P N. SAN. L.P. = 6-0' z z P. PROP. LINES = 10'-0" J_ ® S Q. T.D. SLOPE = 25'-0' /1 = F J m 3' MIN. T= 3' MIN. ~ PLAN G. T R. B R. BLUFF = 65'-0" FBI <(1 S. SEPTIC TANK = 0'-0" L O N COLLAR COLLAR N 5.51 fu GALV. STEEL LL- S iv 5 FRAME 6 COVER GRADE W SEPARATION 015TANGE REQMTS FOR O a F 5ANITARY LEA(HIN6 5TRUGTU: O 6'm MINIMUM HORIZONTAL SEPARATION 015TANCES: O A. BUILDIN6 N/ CELLAR = 10'-0' Q"' GI~ -i-- k z LL1 5LA13 AN FOR B. BUILDING ON SLAB = Ib'-O" III I I~', GAULK WATERTIGHT 5EE PLAN FOR EVATION C WATER LINES = 10'-0" O Q D. 9JRFACE WATER (WETLANDS) = 100'-O" BETWEEN PIPE AND ° INV. ELEVATION F. PUBLIC WELL = 200'-0' AU G 1 3 2013 fA IN. PENETRATION INTO RGIN ST RATA OF SLEEVE 6. PRIVATE WELL = 150'-0' D AND GRAVEL GALV. STEEL SLEEVE G , H. RET. WALL (WTRPROFF) = 10--0- J. U/6 DUEL TANK5 = 20'-0' H16HE5T REGORGED ER WATER K U/6 UTILITIES = 5'-0" /V . - K STORM DRAINS = 20'-O" M CATCH BASINS, NON-LEACHING = 5-0" - N. SAN. L.P. = W-O" 'BAGKFILL MATERIAL (GLEAN 5ANO 6 GRAVEL) SECTION PROP. LINES = 10'9" 0 O T.0 SLOPE = 25'-0" R, SLUFF = 65'-0' 5. 5EPTIC TANK = 0'-O" n_ TYP. SANITARY LEAGHING POOL (LP) TYPICAL HOUSE TRAP DETAIL 5GDH5 REF. No. Of 3 5Gi 5GALE: N.T,S. SCALE:NONE THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLIGATION BY ANY METHOD, IN MOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERM155ION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM 5141 T WITH THEM 5HALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, THESE DRAWINGS AND AGGOMPANYING 5PEOIFIGATION5, AS IN5TRUMENT5 OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR U5E AND PUBLIGATION SHALL BE RESTRICTED TO THE ORIGINAL 51TE FOR MIGH THEY HERE PREPAF V N.Y.S. Department of Health Section 5-B.4 Well Yield and Wat Id and Water Flow - Continued Notes for Table 1: Nl- The listed water well separation distances from contaminant sources shall be increased by 501, increased by 50% whenever aquifer water enters the water well at less Part 5, Subpart 5-1 Standards for Water Wells - Appendix 5B to) The standard well yield test should inelu f test should include: than 50 feet below grade. If a 50% increase in separation distances can not be achieved, then be achieved, then the greatest possible increase in separation distance e(1) A minimum four-hour period of scat lour period of stabilized drawdown while pumping at a constant flow rate. shall be provided with such additional measures as needed to prevent contamination. See als Iminafion. See also Note 6 to Table 2. Section 5-13.3 Water Well Construction .(2)During theperiod ofstabilized draw of stabilized drawdown the stabilized water level shall not fluctuate more than plus or minus 0.5 foot (i.e., within a vertical tolerance N2- Water wells shall not be located in a direct line of flow from these items, nor in any comamim r in any contaminant plume created by these items, except with such E ch 100 feet of water in the well (i.e., initial water level to bottom of well) over the duration of constant flow rate of pumping. Water additional measures (e.g., sentinel groundwater monitoring, hydraulic containment, source w atnment, source water treatment) as needed to prevent contamination. .(a) Acceptable water well construction methods include well drilling, driving, boring, jetting and excavating into an aquifer to obtain groundwater for a source of water of one foot) for each 100 feet of wet al environmental management (AEM) or comprehensive nutrient Q supply. Acceptable water well drilling methods include cable-tool drilling, percussion drilling, air or mud/direct or reverse rotary drilling, sonic drilling, driving level measurement may be deterram t may be determined by steel tape, calibrated pressure gauge attached to an air line terminating at least five feet above the pump intake, N3- Based upon on-site evaluations of agricultural properties done per agricultural environmental water well casing, and boring with earth augers to obtain groundwater. electric sounder, or pressure transdu r pressure transducer. management plan (CW) programs by a certified nutrient management planner or soil and lamer or soil and water conservation district (SWCD) official, water )d shall include observation of the water level in the well after cessation of pumping from the drawdown level back to at least 90 wells may be located a minimum of 100 feet from areas subject to land spreading of manure eading of manure. eo) All of the following provisions apply to water well construction. •(3) The recovery period shall include of lal water level or for a period of 24 hours, whichever occurs fast. If the water level does not recover to 90 percent after 24 hours, the N4- Water wells may be located 100 feet from temporary (30 days or less) manure piles/staging ar re piles/staging areas that are controlled to preclude contamination of z< .(I) Wells shall be constructed according to the requirements of Table 2. percent of the initial water level or f surface or groundwater or 100 feet from otherwise managed manure piles that are controlled ay not be sustainable for an extended period of time. contamination of surface or groundwater. hat are controlled pursuant to regulation in a manner that prevents .O 2 A well shall be constructed to maintain existing natural protection against contamination of aquifers and other geologic materials penetrated during well tested flow rate may not be sustains drilling •(c) The well yield test require !I yield test requirements set forth in subdivision 5-B.4 N5- When these contamination sources are located in coarse gravel or are located upgrade and in f and installation. be modified, or an alt I upgrade and in the direct path of drainage to a water well, the water well .(3) A well shall be constructed to preclude and prevent entry of all known sources of contamination into the well. .(b) may notified, or an alternative yield test that meets the minimum performance requirements set forth in subdivision 5-B.4 shall be located at least 200 feet away from the clos pan of these sources. a. •(4) A well shall have a minimum casing length extending from one foot above finished grade to nineteen feet below finished grade upon completion of well .(a) may be used as follows: ised as follows: N6- Animal pen does not include small pet slier ers or keYels h1asing 3 or fewer adult pets. r adult pets. vhere the local health department havingjurisdiction has determined that adequate hydrogeologic information and uniform conditions N7- Chemical storage sites as used in this entry do not include properly maintained storage areas a ed storage areas of chemicals used for water treatment nor areas of drilling, with the following exceptions: •(1) where the local het exist; or household quantities of commonly used domestic chemicals. .()r The required total length of casing may exceed twenty feet depending upon geologic conditions and shall be in accord with the standards for exist; or when an experienc the construction of wells listed in Table 2; and .(2) .(3) for facilities planet vhen an experienced hydrogeologist or licensed professional engineer directs and certifies the test; or m .(it) Where the only viable source of groundwater available is from a shallow aquifer where the well must be completed at a depth less than or facilities planned for well water use of less than 500 gallons per day, pumping, bailing or air lift test methods may be used, he well yield of a flowing artesian well may be determined by direct Dow measurement if the artesian flow rate equals or exceeds die Table 2. Standards for Well Casing, Grouting, Diameter, and Screens Screens nineteen feet below grade, the Department or local health department having jurisdiction may allow use of well casing of less than twenty feet •(4) the well yield of a desired water use rate. total length along with such additional measures as needed, including but not limited to increased separation distances per Table 1, Note 1, to desired water use welt"glann~ter:''>,' ensure provision of potable water. Section 5-B.5 Water Well Pumps: cell Pumps: Construction, Installation, Repair and Maintenance °veret=e Minimum Drillhole For ..7 ,WelilScrgen' .(5) If a well is located in a well house, the floor of the well house shall be at least six inches above grade and the permanent casing shall extend at least six All of the following provisions apply to water well pm Wate~~pearlgg 'Casing Length' 'Grout „4apmg and Groui r to water well pumps, construction, installation, repair, and maintenance: Formation overlying Material of Depth t Diameter' ; Plapeglen iarn9 and Q rout 7 Cased Orjcajeq d p.,kwhere inches above the floor. .(a) All water supply system equipment shall Ptapenpent, Portion .Portion h uappllcable) n equipment shall be easily accessible for maintenance or repair. , 1. Sand or gravel Unconsolidated caving 19' minimum; but Irequired Grouting not material; sand or sand 5' below pumping required. luting not 2" minimum Does not apply 2" minimum luired. .(6) Upon completion of well drilling and unfit such time as the well is equipped with a pump, the top of the casing shall be secured with a watertight and .(b) A pump shall be installed so that there at led so that there are no unprotected openings into the interior of the pump or the well casing. and gravel level 3 vermin proof well cap. .(c) Drop pipe shall be. a continuous unsplicr antinuous unspliced length, except where spliced and adequately j oined to accommodate use of a check valve or where spliced and 2. Sand or gravel Clay, hardpan, all, silt, 5' below pumping Casing size plus Upper drillhole shall per drillhole shall 2" minimum Does not apply 2" minimum .(7) Casing and joints must be of sufficient strength and construction to ensure that integrity, shape, and ability to properly function are maintained during and adequately joined to support a depth exte or similar material to level' 2" If pressure be kept at least one- pport a depth extension on an existing well pump, of plastic pipe approved for use with drinking water with a minimum working depth of more than 15' placement of third fl Iled with clay kept at least one- 'd filled with clay after installation. pressure of 160 pounds per square inch c rry while driving i per square inch containing a label or imprint indicating compliance with NSF or UL; or threaded and coupled schedule 80 or heavier grout Is used, slurry while driving P Casing size plus permanent casing; 'manent casing; er casing Is In the •(8) Steel pipe that is used as permanent well casing shall be new pipe that contains a label or imprint indicating compliance with ASTM specification A53, PVC pipe containing a label or imprint it label or imprint indicating compliance with NSF or UL; or threaded and coupled galvanized steel, stainless steel or copper pipe. In 4" if gravity after casing is in the placement of permanent position, 'manent position, Al 06, A500 or A589 or AN specification 5L. addition, drop pipe should be sufficiently uld be sufficiently sized and installed to accommodate potential working stresses considering well depth, pumping level, pump size, grout is used. ^•s•s annular space shall be filled with grout' iular space shall filled with grout' .(9) A driven steel permanent casing terminating in bedrock shall be fitted with a drive shoe that is firmly seated in the bedrock, and pump setting. 3. Sand or gravel Clay, hardpan, till, silt, 5' below pumping Casing size plus Annular space aroum nular space around 2" minimum Does not apply 2" minimum .(10) PVC pipe that is used as permanent casing shall be new pipe that contains a label or imprint indicating compliance with ASTM specification F 480 and .(d) A hand pump shall have a closed, downv e a closed, downward facing, screened spout and a sealed pump rodpacking assembly. A weep hale shall be installed in a hand pump or similar material level' 2" if pressure casing shall be filled ling shall be filled NSF or UL standards and shall be Schedule 80 or SDR 21 or heavier. PVC pipe that is installed at depths of more than 200 feet shall be SDR 17 or discharge riser pipe below the frost he t containing layers of placement of with grout, h grout. ow the frost line to protect the riser pipe and pump head from freezing, sand or gravel within orou[ s usetl, 15' of ground surface. Casing size plus heavier. •(e) A casing vent shall be provided on all we provided on all well caps and seals, except for those used on double pipe-packerjet installations. A vent shall be screened, downward 4" it gravity .(I1) Casing pipe that is manufactured from thermoplastic materials other than PVC shall be new pipe that contains a label or imprint indicating compliance facing, and terminate at least 12 inches al t least 12 inches above grade or six inches above the floor of a well house. placement of s•s grout is used, ^U m with ASTM specification F 480 (i.e., SDR water pipe) and NSF or UL standards for use with drinking water. Vent screening shall be 20 to 30 mesh pei 20 to 30 mesh per inch screen, shall not reduce the vent open area by more than 50 percent, and shall be stainless steel or other 4. Cray Iced, unconsolidated caving Through caving None required Casing shall be flrmli sing shall be firmly 6" minimum 6" preferred Does not apply w e(12) PVC and other thermoplastic materials may be used as casing in bedrock if not driven and if sealed with grout, provided such use complies with other non-corrodible material. shattered or material, chiefly sand overburden seated In rock. 1. otherwise fractured or sand and gravel to a Grouting not lied In rock. rT, requirements in this Appendix. e(g) Well caps and seats shall be tightly seem wting not W (ry lulred. t- Ill be tightly secured to the well casing, watertight, vermin- Proofr and provide venting as noted in this section. Split caps shall not be shale, limestone, depth of 19' or more. required. igneous, metamorphic ~m .(13) Steel, PVC and other materials used as temporary casing in well construction shall be clean and he of contaminants. PVC and thermoplastic materials used. similar rock types or other than PVC used as temporary casing shall contain a label or imprint indicating compliance with NSF or UL standards for use with drinking water. .(h) Only lubricants with a label indicating cc label indicating compliance as USDA, USFDA, or NSF approved food contact grade formulations shall be used as submersible pump sandstone ~ O •(14) A well shall be sufficiently straight and vertical to allow normal installation and operation of the pump. motor and vertical turbine shaft lubricant ine shaft lubricants. S. Creviced, Clay, hardpan, ml, Through Casing size plus Casing shall be flrmlm sing shall be firmly 6" minimum 6" preferred Does not apply W m x •(15) The upper twenty feet of a water well casing shall not be used as a suction line unless the well casing is protected by a standard weight or heavier outer e(i) After a new well has been constructed or shattered or shale, or similar overburden 2"if pressure seated In rock. an constructed or an existing well has been repaired or serviced in a manner that requires the opening of the well casing, the well shall otherwise fractured material to a depth of placement of Annular space aroum eed In rock. a Q nular space around X z tl- shale, limestone, 19' or more grout is used, casing shall be casing. be pumped to waste until the pumped wa til the pumped water is reasonably clear. After pumping to waste, the well, pumping equipment, and building plumbing shall be Igneous, Casing size plus grouted. metamorphic or 4" If gravity u ed hall be O M Y O .(16) Where bedrock is present within 19 feet of the ground surface, an oversized borehole shall be drilled and the permanent casing in the oversized borehole disinfected before being put into use, g put into use, similar rock types or ' placement of shall be sealed with grout to a minimum depth of 19 feet below grade, or five feet into the competent bedrock, whichever is deeper. Section 5-13.6 Water Well Cappin sell Capping and Abandonment sandstone ?,rout is used. 0= U ell 7) Annular space between the well casing and borehole shall be grouted in accordance with Table 2. Where inner and outer well casings are used, the 6. Creviced, Uncansollidated 19' minimum Casing size plus Casing shall be firmll sing shall be firmly 6" minimum 6" preferred Does not apply annular space between these casings shall be sealed with grout. •(a) All water well capping, abandonment an( abandonment and decommissioning shall be in accord with requirements in Appendix 5-A of this title. shattered or materials; to a depth of 2" If pressure seated In mck. ated In mck. 1`~ O shale, limestone, grout Is used, casing shall be nular space around Imo' sung shall be N N .(18) An artesian well that overflows at land surface shall be constructed, equipped, and operated to provide for controlling the rate of discharges to conserve Section 5-B.7 Separability lity otherwise fractured less than 19' placement of Annular space aroum igneous, Casing size plus grouted. Doted. 't~p~TL]ll' m groundwater and to prevent the loss of artesian head by minimizing uncontrolled continuous waste discharges. Discharges to waste pipe, where installed, If any provisions of this Appendix are held invalid, set metamorphic or 4" if gravity e held invalid, such invalidity shall not affect other provisions which can be given effect without the invalid provisions. similar rock types or placement of shall not be directly connected to a sewer or other source of contamination and shall be equipped with an air gap or backflow prevention device. sandstone grout Is used. r•r Discharge pipes shall be properly screened to prevent entry of vermin. W ~ I~ .(19) Wells completed in unconsolidated material or at the unconsolidated-consolidated material interface shall be screened if necessary and sufficiently Table 1 Required Minimum Sepa [mum Separation Distances to Protect Water Wells From Contamination developed to produce sand-free water and to minimize the entrance of tine materials into the well. Distance (Feet) - NI Notes for Table 2: R' .(20) Lead packers, lead plugs, or lead wool shall not be used as a well component, COIIt3mlRaDt Source In the case of a flowing artesian well, attempts should be made to install and seal the well in a manner well in a manner that protects the artesian aquifer, prevents erosion of ky .(21) No solder containing more than 0.2 percent lead shall be used in making joints and fittings in any drinking water supply system or any water user's overlying geologic materials, and confines the flow to within the well casing, giving due consider'. Ang due consideration to ractiity, cost, safety. water lines. Chemical storage sites not protected from t 'Otected from the elements (e.g,, salt and sand/salt storage) - N2 300 These diameters shall also be applicable in circumstances where the use of perforated casing is deems cav ng is deemed practicable. Well po' iss commonly designated on the ~O y e` <Y~R d A. .(22) Wells shall be developed by air lift, baiting, surging, Jetting, nydrotractarmg OMOr cnemfcar treatment unut sand net. KOex cumngs pmaucea aanng Landfill waste disposal area, or hazardous or hazardous or radiological waste disposal area - N2 300 Bane as 1 1/4-- pipe snau no consmerea as Doing z° nomm t mameter weu screens for purposes of water well drilling and well development shall be cleaned out of the well. As a final stage, the well may be pumped to waste at a pumping rate which As used in this table, the term "pumping level" shall refer a to t st elevation of the water in a we. the water in a my a determined to the best knowledge of n 2 drawdown. ubsurface injection of effluent or digested sludge from a the water well contractor taking into consideration usu seasonal fluctuations and drawdown. rd is tor purposes of water in a well mere during g pumping, r n equals or exceeds that of a permanent pump, until the water is clear as reasonably possible considering the groundwater conditions of the area. The Land surface application or SUbsllrfacetnje ;Water treatment facility 200 Pressure placement includes methods of grout placement using pumps and tremie tubes or using grou has or using grout displacement through the casing, or otherwise from op o73g9 P permanent pump shall not be used to develop the well without the owner's consent. Municipal or public wastewater treatme e(23) Water that is used for well construction and development purposes or is otherwise introduced into the well, other than water from the well itself, shall be Land surface application or subsurface inje ubsnrfaee injection of septage waste 200 the bottom up around the casing, with one or more drillable plugs. When pressure placement is us 'e placement is used with a borehole diameter of only 2" greater than the '~OFESSSO`' obtained from a public water system or, if necessary, from a non-public drinking water source provided such non-public source is not surface water nor Land surface spreading or subsurface inject casing diameter, casing shall be assembled without couplings unless installed per the "Casing and bsurface injection of liquid or solid manure N3 200 this Table. Gravity placement includes any method that relies on gravity to draw grout, either dry r the "Casing and Grout Placement" technique described on Line "2" of otherwise known or suspected to be contaminated. Storage Areas for Manure piles - N4 grout, either dry or as a slurry, down into the annular space between the JEFFRFr T. euTLER, P E les - N4 200 casing and borehole or between an inner casing and outer casing, ti @(24) A connection to a water well casing that is made below the ground shall be protected by a pidess adapter or by a pifless unit (threaded or welded joints). nd animal pens - N5, 6 100 For wells constructed by cable tool, hollow rod, jetting, or other drilling method where the permanent are the permanent casing is driven, and where neither temporary casing O A below ground connection shal I not be submerged in water during installation. Pitless adapters or pitless units to be used shall contain a label or imprint Barnyard, silo, barn gutters and animal per unite may be used. These methods use continuous feeding of granular O = indicating compliance with the water systems council Pitless Adapter Standard (PAS -97). Cesspools (i.e. pits with no septic tank pret optic tank pretreatment) 200 nor an oversize borehole are used, dry driven grout methods using granular bentonite may be used bentonite into a starter hole or continuous mounding around the casing as the casing is driven. Col sing is driven. Collar flared joints or weld beads extending beyond the w O U .(25) A pifless adapter or pifless unit shall provide adequate clearance within the internal diameter of a water well to permit insertion or withdrawal of water Wastewater treatment absorption systems 1 ition systems located in coarse gravel or in the Direct outside diameter of the permanent casing shall be used with sufficient spacing to ensure that the g ensure that the grout seal is continuous and extends downward into the z N 200 saturated zone (i.e., beneath the water table). system components from within the well through the top of the well casing and be constructed and installed to exclude dirt or other foreign matter from path of drainage to a well CI O m the interior of the well casing. Fertilizer and/or pesticide mixing and/or cl ring and/or clean up areas 1 50 The oversized borehole for grout placement should be as deep as necessary, based upon local hydrog¢ Pon local hydrogeologic conditions and potential contaminant sources, to o(26) Extensions of existing water well casings to at least 12 inches above grade shall be constructed of the same material as the existing casing. Seepage pit (following septic tank) - N5 prevent contamination from entering the well. Grout should be placed along the full length of Iasi tank) - N5 150 unconsolidated materials, coarse gravel, or creviced, shattered, or fractured rock may result in pad full length of casing, particularly where the presence of non-caving 3 p~ .(21) Any chemicals or other additives, including disinfectants, used during construction shall be of a specification acceptable for use in water wells and any may result in pathways of contamination to a well water system. Where >O Z O excess not requited for operation of the well shall be cleaned out of the well. Underground single walled chemical or pel heroical or petroleum storage vesselsl 50 this is not feasible because of practicality, cost or safety, grout shall be placed at least to a minima least to a minimum depth of 19 feet See also Note 1 to Table 1. WON ~ Q W 100 9(28) A water well shall be designed, operated, and maintained in a manner that will preclude cross-connections or any other piping connections which may Absorption field or bed - N5 Ow6 D~ CL Q introduce contaminants into the water supply or aquifer. A physical connection between a water supply that is in compliance with the requirements of Contained chemical storage sites protected rites protected from the elements (e,g, salt and these rules and another water supply that is not in compliance with the requirements of these rules is prohibited unless acceptable cross connection sand/salt storage within covered strtlctur Nered structures) - N7 100 W WQO control is provided. ~ Septic system components (non-watertight; VO- ton-watertight) - N5 100 *(29) All drilling fluids used for drilling operations shall be of food grade quality or NSF or UL approved or shall be water that complies with paragraph ut a watertight liner - N5 100 a*O~ 5-B.3(b)(23) of this Appendix. Intermittent sand filter without a watertight 100 Section 5-13.4 Well Yield and Water Flow Sanitary Privy pit - N5 NJ~ u_ p absorption system constructed to discharge storm water ll V ~ LI! ~ *(a) The purpose of the water well yield test is to provide evidence that a water well will produce a sustainable flow rate for an extended period of time and to Surface wastewater recharge absorption sy ys or driveways - N5 100 quantify that flow rate. Before being put into use, new and redeveloped wells shall be tested for well yield. The yield test for water well flow rates shall meet from parking lots, roadways or driveway 100 Q O o the following performance requirements: Cemeteries ght vault 50 .(1) water well yield tests shall be performed for a period of time adequate to quantify well yield. Sanitary privy with a watertight vault Z W z Q FAGE: •(2) water level and flow rate observations shall be made and recorded, at a minimum, before the start of the yield test, immediately upon the cessation of Septic tank, aerobic unit, watertight effluer ;ertight effluent line to distribution box 50 water withdrawal, and periodically during drawdown, and recovery periods. Frequency of measurements shall be made as necessary for the test Sanitary sewer or combined sewer )ewer 50 method. Surface water recharge absorption system i ption system with no automotive-related Wastes .(3) water discharged during a yield test shall be discharged in a manner that avoids short circuiting of the water back into the aquifer. °,ar-water dry well) 50 .(4) for wells that have been subjected to hydrofraeturing the yield test shall not commence until redevelopment has been completed and, as a minimum, until (e. g., clear-water basin, clear-water dry h AUG 1132013 ~I the volume of water pumped/discharged into the aquifer has been removed from the well. Streatm, lake, watercourse, drainage ditch, f •ainage ditch, or wetland 25 .(5) the well yield determined for new wells shall be recorded on the Well Completion Report form submitted for that well to the New York State All kmown sources of contamination other unation otherwise not shown above 100 Department of Environmental Conservation. Data generated during the yield test shall be provided to the owner of the well, and provided upon request to the State or led agency(ies) havingjarisdiction. of 3 Ph lh,4-r be SOUTHOLD PLANNING BOARD is SITE PLAN APPLICATION FORM Site Plan Name and Location G, "A, IL tu- / Site Plan Name: ~b ~j~J LApplication D!a/te. 1 Suffolk Codrity Tax Map 41000-_6;jt 5 - jb,6Other SCTM #s Street Address: 4656 AW go d Hamlet: 6W-1"az Distance to nearest intersection: FCMITS I-b jEZ EDAD N" Type of Site Plan: New Amended Residential Zoning District HC Owners/Agent Contact Information _ Please list name, mailin address, and hone number or tide<, b1oty: Property Owner AUG 1 32013 J -PULD Street;5C)_ iEx t,' 1-Ajaf- F ° a City TEA State jJ~) Zip Q76`I~ Home Telephone - Other 3449. <160 Applicant WL I A A & GY Street 7jSS ~Q,LL16 City C~ f ZA6C &)E State IJL Zip Home Telephone 9zf-Z,;5j' 988 L Other-AkAh- Applicant's Agent or Representative: Contact Person(s)* 1 Street Zz~j av L4,1 uar7 4 City ~Q(~V State_M_q Zip 1I Office Telephone 43j-,Y26- 5$y jOthers64MfZ *Unless otherwise requested, correspondence will be sent only to the contact person noted here. I Site Plan Application Form 211812010 Site Data Proposed construction type: XNew Modification of Existing Structure -Agricultural ? Change of use Property total acreage or square footage: V ac Site Plan build-out acreage or square footage: .~j q. Is there an existing or proposed Sale of Development Rights on the property? Yes NO If yes, explain: C~P^~ Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? Y,N If "yes", explain (and attach any necessary documentation - title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: 1_1_ 0w PET~ Is an application to the Southold Town Zoning Board of Appeals required? Yes No If yes, have you submitted an application to the ZBA? Yes If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which, building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: List all proposed property uses: Other accessory uses: Q. t Existing lot coverage: d % Proposed lottcco~vcragel'__ Gross floor area of existing sttucture(s):4" sq. ft. Gross pose ture(s): ~F. ' ~ 5.F Parking Space Data: # of existing spaces:- # of proposed spaces _Cj Loading Berth Yes Noo Landscaping Details: Existing landscape coverage: co % Proposed landscape coverage: Wetlands: Is this property within 500' of a wetland area? Yes No Y Maybe! I, the undersigned, certify that all the above information is true. Signature of Preparer: Date: 2 Site Plan Application Forrn 211812010