Loading...
2013-484 is^ TOWN OF QUEENSBURY IF, 742 Bay Road,Qucensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20130484 Date Issued: Wednesday, October 23, 2013 This is to certify that work requested to be done as shown by Permit Number P20130484 has been completed. Tax Map Number: 523400-309-009-0002-001-000-0000 Location: 200 LUZERNE Rd Owner: HOMESTEAD VILLAGE L P Applicant: SANITARY SEWER This structure may be occupied as a: Septic Alteration Residential By Order of Town Board (P g `M\N Ltf--ems-V TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve thel i property owner of the responsibility for compliance with Site Plan, n4, avv0 V Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130484 Application Number: A20130484 Tax Map No: 523400-309-009-0002-001-000-0000 Permission is hereby granted to: SANITARY SEWER For property located at: 200 LUZERNE Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: HOMESTEAD VILLAGE L P 4294 ROUTE 5 Septic Alteration Residential CALEDONIA,NY 14423 Total value Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2013-484 168 Elmhurst Res Septic Alteration $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, October 16, 2014 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To of Q nsb$9; /J i �; . . ', October 16,2013 SIGNED BY for the Town of Queensbury. Director of Building& Code Enforcement it.t---2 Community Development Office Town of Queensbury • 742 Bay Road • Queensbury, New York •12804 Office Use Only f 3- 11 r co TAX MAP NO.��f i :'I PERMIT NO. OCT 1 S RIM ��LIT FEE �" APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE,(WORK BEGINS._/ APPLICATION/ IS SUBJECT TO REVIEW rBEFORE ISSUANCE OF A VALID PERMIT. OWNER: / r/O/''�C S ,, `J /l/ INSTALLER: �J A /,-,IA r Se-rAre�2 JC I'z--/c ADDRESS: Z./Zc i < i'.- ADDRESS:A - 4°'- p2z Y U"le`"/ /- �l A,-- PHONE ,/ PHONE NOS. //-- / PHONE NOS. -S /I -75s -721-"7 LOCATION OF INSTALLATION:M4 /6f G 0�` 's t RESIDENCE INFORMATION: YEAR BUILT NO.OF X COMPUTATION = TOTAL DAILY FLOW BEDROOMS (Gallons per bedroom) GARBAGE GRINDER 1980 or older X 150 = INSTALLED? /zO 1981-1991 X 130 = SPA OR HOT TU 1992-present X 110 = 3p p INSTALLED? PARCEL INFORMATION: cc� ' �(/r4N-S ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND JC LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? /-1/- ----- 1 BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (If well:water supply from any septic system absorption is: ft) ✓ PERCOLATION TEST: RATE IS "'Cu hi)/V PER MIINUTE PER INCH[mpi] (Test to be completed by a licensed professional engineer or architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). TANK SIZE: /r/� GALLON(MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder, spa or whirlpool tub. SYSTEM TYPE: ❑ABSORPTION FIELD(WITH NO.2 STONE) Total length 1S6) ft. Each trench ,-.5-0 X? 0 SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size? ❑ALTERNATIVE SYSTEM Bed or other type? ❑ HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL Sanitary Sewage Disposal Ordinance. codesqueensburv.net /�/J^ /� VISIT OUR WEBSITE FOR MORE INFORMATION Sig • of Per Responsible Date www.queensburv.net 1 -eye �L r 1 4-. . r`�� Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart:/2N. m/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: 6,49 NAME: -i1" '�^ PERMIT NO.: LOCATION: / , ‹ rn h r INSPECT ON: /v RECHECK: Comments and/or diagram Soil Type: •yr' oam/ Clay Type of Water: l uni«•. /Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A [150'to well required if NO] Absorption Field: Total length / .0 ft. Length of each trench 1`9 ft. Depth of trenches -�©" ft. Size of Stone Seepage Pits: Number Size: r-- T Stone Size: Piping Size Type Building to tank Tank to Distribution Box ` k- 3( Distribution Box to Field/ Pit Opening Sealed: y_ N End Cap N Inlet/Outlet Pipes&Bafflesj!Y N Manholes 12"or less below grade _Y_ N [provide extension collar if Yes] _Y N Location/ Separations �� t► Foundation to tank ft. Foundation to absorption ft. Separation of Pits am—ft. Conforms as per Plot Plan �./Y N Engineer Report and As-Built _Y T N ETU Maintenance Contract Y N provided Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use 74: Pa is Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report`03 29 10.doc INSPECTION REQUIREMENTS: ENGINEER OF RECORD TO INSPECT TRENCHES PRIOR TO BACKFILLING. NOTE: 1) BASEMAP INFORMATION OBTAINED FROM PUBLICLY AVAILABLE RESOURCES AND DOES NOT REPRESENT AN ACTUAL FIELD INSTRUMENT SURVEY. LEGEND: E.O.P. DENOTES EDGE OF PAVEMENT EO.W DENOTES EDGE OF WOODS EX. DENOTES EXISTING MIN. DENOTES MINIMUM PVC DENOTES PLASTIC PIPE SCH DENOTES SCHEDULE W. S. DENOTES WATER SHUTOFF PROPOSED 4" PVC SCH 40 AT 2% MIN. PROPOSED 1,000 GALLON SEPTIC TANK (SEE DETAIL — SHEET 2) PROPOSED WYE AND 4" PVC SDR —35 (GASKETED BELL) AT 1% MIN. _ PROPOSED DISTRIBUTION BOX #2 (SEE DETAIL — SHEET 2) WOODS 'EGw' Ex i sHED I _I EXISTING I SEP 'C \SYSTEM EXISTIND MOH2€ I I I STEPS LOT 969 LOT 168 I PARKING PARKING AREA AREA GRAVEL w s. Ec �W ELMHURST PARKING AREA TAVEL I I I I I I HOME � Il i I I I I I I 1a I I F I I i CONC. z EXISTKH I I I PAD MOH/ .HO. E-., ..�,gar.nm'm F .w.+t • „,.i+ �,rvw Fuwn+n., f I I I O I I I p I I I in I I I STEPS LOT 969 LOT 168 I PARKING PARKING AREA AREA GRAVEL w s. Ec �W ELMHURST PARKING AREA TAVEL � Il i IU oo DRi VE �QD FI I� I I VCU I I I PROPOSED ABSORPTION FIELD 3 LINES AT 50 FT. EACH (SEE DETAIL — SHEET 2) LOT 167 S. GRAVEL w. I pn 4 EXISTING SANITARY STRUCTURES INCLUDING SEPTIC TANK AND SEEPAGE DEVICES ARE TO BE CRUSHED IN PLACE AND FILLED WITH NATIVE MATERIAL. X BORING AND PERCOLATION TEST: ASSUMED CONDITION BASED ON SITE EVALUATION 0-5' MEDIUM FINE SAND NO WATER OR MOTTLING PERCOLATION RATE APPROXIMATELY ONE MINUTE NOTE SOIL CONDITIONS TO BE CONFIRMED BY P.E. PRIOR TO BACKFILLING SYSTEM_ SEPTIC DESIGN: APPLICATION RATE = 1.2 GAL./SF/DAY LOT 168 3 BEDROOMS AT 100 GALLONS/BEDROOM =300 GALLONS USE EXISTING 1000 GALLON SEPTIC TANK USE 3 LINES AT 50 FT. EACH (SPACED 6 FT. ON—CENTER) CONSTRUCTION NOTES: 1) CONSTRUCTION OF ABSORPTION FACILITIES SHALL NOT OCCUR WHEN THE GROUND IS FROZEN OR THE SOIL MOISTURE CONTENT IS HIGH. IF A FRAGMENT OF SOIL FROM APPROXIMATELY NINE INCHES BELOW THE SURFACE CAN EASILY BE ROLLED INTO A RIBBON INSTEAD OF CRUMBLING, THE MOISTURE CONTENT IS TOO HIGH FOR CONSTRUCTION PURPOSES. OBVIOUSLY, SOME SILT OR CLAY MUST BE PRESENT FOR A RIBBON TO BE FORMED. 2) TRENUH LOCATIONS AND DEPTHS SHOULD BE MARKED BY STAKES BEFORE TRENCHES ARE EXCAVATED. THE NATURAL SURFACE SHALL NOT BE SIGNIFICANTLY DISTURBED. IF THE SITE IS REGRADED OR SIMILARLY DISTURBED, THE SOIL SHALL BE ALLOWED TO STABILIZE (I. E., SETTLE NATURALLY FOR A PERIOD OF AT LEAST SIX MONTHS, INCLUDING AT LEAST ONE FREEZE—THAW CYCLO) AND NEW PERCOLATION AND DEEP HOLE TESTS CONDUCTED. HEAVY EQUIPMENT USE IN THE DESIGNATED ABSORPTION SYSTEM AREA SHOULD BE MINIMIZED TO PRE✓ENT SOIL PERMEABILITY REDUCTION DUE TO COMPACTION PLUS POSSIBLE TRENCH CAVE—IN AND DISTRIBUTION PIPE MISALIGNMENT/BREAKAGE. 3) AFTER A FINAL GRADE CHECK, TRENCH EXCAVATION MAY BEGIN. TRENCH DEPTH SHALL BE AS SHALLOW AS POSSIBLE, BUT NOT LESS THAN 18 INCHES. TRENCHES SHALL BE EXCAVATED TO DESIGN DEPTH WITH BOTTOMS PRACTICALLY LEVEL. 4) FOLLOWING EXCAVATION, THE TRENCH BOTTOMS SHOULD BE GRADED BY HAND. THE BOTTOMS OF THE TRENCHES SHOULD BE CHECKED BY A TRANSIT, ENGINEER'S LEVEL, OR CARPENTER'S LEVEL TO ASSURE THAT EACH IS PRACTICALLY LEVEL. TRENCH BOTTOMS AND SIDEWALLS SHOULD BE IMMEDIATELY RAKED AFTER FINAL GRADING AND AT LEAST SIX INCHES OF AGGREGATE PLACED IN TRENCHES. 5) GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY INSTALLED AT A SLOPE OF %g TO Yap INCH PER FOOT. PRESSURE OR DOSED DISTRIBUTOR PIPE .SHALL BE INSTALLED LEVEL. GRADES SHALL BE DETERMINED BY AN ENGINEER'S LEVEL, TRANSIT OR CARPENTER'S LEVEL. AN EASY METHOD OF MEASURING THE �6 INCH PER FOOT SLOPE FOR DISTRIBUTOR PIPE IS TO TAPE A Y4 INCH BLOCK TO ONE END OF A STRAIGHT FOUR FOOT BOARD. BY PLACING THE BLOCKED END WITH THE BLOCK FACING DOWN ON THE DOWNSTREAM TOP OF THE DISTRIBUTOR PIPE, A CARPENTER'S LEVEL CAN BE USED TO DETERMINE THE Yls INCH PER FOOT SLOPE. A Ye INCH BLOCK SIMILARLY USED WOULD RESULT IN A Yap INCH PER FOOT SLOPE. ANOTHER METHOD USED TO ESTABLISH THE GRADE OF DISTRIBUTOR PIPE IS BY BATTER BOARDS. AGGREGATE SHALL BE INSTALLED IN THE TRENCHES TO A DEPTH OF AT LEAST TWO INCHES ABOVE THE TOP OF THE DISTRIBUTOR PIPES. ADDITIONAL t AGGREGATE MAY BE REQUIRED TO BRING THE TOP OF THE AGGREGATE TO WITHIN SIX TO 12 INCHES J OF FINAL GRADE. 'wa�� z w 6) AFTER THE UPPER AGGREGATE IS PLACED IN THE TRENCHES, THE GEOTEXTILE, UNTREATED BUILDING m w O co H PAPER,. HAY OR STRAW IS TO BE IMMEDIATELY INSTALLED ON THE AGGREGATE AND THE TRENCH O z 25 p BACKFILLED WITH EXCAVATED SOIL. IF THE TRENCHES CANNOT BE IMMEDIATELY BACKFILLED, THE Z LL a ITRENCHES SHOULD BE TEMPORARILY COVERED WITH AN IMPERVIOUS MATERIAL, SUCH AS TREATED J ¢ N> �-- BUILDING PAPER TO PREVENT SIDEWALL COLLAPSE AND SILTATION INTO THE AGGREGATE. 2 W w S 7) THE EARTH BACKFILL IS TO BE MOUNDED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL (I.E., NOT COMPACTED) TO ALLOW FOR SETTLING. FOLLOWING SETTLEMENT, THE ENTIRE AREA SHOULD BE vwi w GRADED WITHOUT THE USE OF HEAVY EQUIPMENT AND SEEDED WITH GRASS. HEAVY EQUIPMENT ® j SHALL NOT ENTER THE ABSORPTION FACILITY AREA OR THE PROPOSED EXPANSION AREA AFTER THE Q SUBSURFACE SEWAGE TREATMENT SYSTEM HAS BEEN CONSTRUCTED. ©unu 8) A MINIMUM HORIZONTAL SEPARATION OF 10 FEET SHOULD EXIST BETWEEN THE HOUSE SEWER AND 7 z 3 ANY WATERLINE. WHERE LINES MUST CROSS, THE WATER SERVICE LINE SHALL BE AT LEAST 12 INCHES ABOVE THE HOUSE SEWER. IF A WATER LINE MUST PASS BELOW THE HOUSE SEWER, THE = VERTICAL SEPARATION MUST BE AT LEAST 18 INCHES. w � g O _ z 9) ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE 2� (7 SYSTEM. WATER SOFTENER, WATER RECHARGE AND BACKWASH WASTES NORMALLY ARE NOT TO BE 1 rn DISCHARGED TO THE SYSTEM UNLESS A SEPARATE SUBSURFACE DISCHARGE TO AN AREA 250 FEET FROM WELLS OR WATER COURSES IS UNAVAILABLE. N)PY NOTE:'` TOWN OF QUEENTM N7 gU1LDIN� DEPARa,on, CO' MOBILE HOME UNITS TO BE PLACED WITH A MINIMUM 10 FT. HORIZONTAL SEPARATION. Ba ours menplasanadseUbe °' gool, mece THE LOCATION OF THE WATER SERVICE MUST BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION�t°m00 wlih the TO CONFIRM PROPER SEPARATION DISTANCE FROM TILE FIELD (MINIMUM 10 FEET) °�csta�� r I3 SHEET 1 OF 2 SEPTIC DESIGN PREPARED FOR LOT 168 ELMHURST DRIVE HOMESTEAD VILLAGE TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK SCALE: 1 " = 20' OCTOBER 3, 2013 ENVIRONMENTAL DESIGN PARTNERSHIP, LLP 900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621 ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING JAMES E. MITCHELL P. E. 53, 337 no, ASPHALTIC SEAL INLET 4" OR BLDG. SEWER SANITARY TEE ALL JOINTS BELOW—/ LIQUID LEVEL TO BE WATERTIGHT AND LEAKAGE TESTED PRIOR TO BACKFILLING ASPHALTIC SEAL NLET —H THE SLOPE OF THE INLET PIPE BETWEEN THE RESIDENTIAL UNIT AND THE SEPTIC TANK TO BE %4" PER FT T HEAVY DUTY MANHOLE FRAME FINISH GRADE AND COVER BY CAMPBELL OR EQUAL ACCESS SION HEGRADE RINGS) N = i —�• LED. AS PER FORT MILLER OR EQUAL (AS REQUIRED) 3" MIN. Z z w LEBAFFLE FULL FFF '– BITUMINOUS M INTERIOR - o COAT Q KOP 300M O H OR EQUAL _ MAY NOT BE SECTION VIEW NOTE: INLET INVERT IS 3" ABOVE (2" MIN.) BAFFLE MAY NOT BE III REOWRED PLAN VIEW OUTLET s — C WATER TIGHT JOINT (TYP ) LARGE W/NON—SHPINK GRO T INSIDE & OUT �— SANITARY TEE —6" TO 12" LAYER PEA GRAVEL OR CRUSHED STONE BEDDING LAYER 24" I.D. TAPERED PLUG (TYP.) THE SLOPE OF THE OUTLET PIPE BETWEEN THE SEPTIC TANK AND THE DISTRIBUTION BOX TO BE Yc" PER FT OUTLET . NOTE. BAFFLE NOT REQUIRED FOR TANKS LESS THAN 10 FT. LENGTH ANK SIZE MIN. LIQUID DEPTH "A" TANK DIMENSIONS "B"X"C" "O" "1" HEIGHT - BACKFILL 000 GAL, 5'–L" 4'-3" x 8'-2" 5'-6" 5'-9" 6'-8" SEPTIC TANK NOT TO SCALE WHERE TRENCH SHIELD IS USED l WITH THE APPROVAL OF THE ENGINEER, SHEETED TRENCH _ PAYMENT LIMITS WILL APPLY, ALL BACKFILL MATERIAL TO BE PLACED IN 8" LIFTS AND BE COMPACTED TO 959 STANDARD PROCTOR (ASTM D698). DEBRIS, FROZEN MATERIAL, LARGE CLODS OR STONES, ORGANIC MATTER, OR OTHER UNSUITABLE MATERIALS SHALL NOT BE USED AS BACKFILL. SELECTED GRANULAR FILL. PLACED IN 6" LIFTS AND MECHANICALLY TAMPED OR� A.O. B.E. SEE NOTES 1&2. CRUSHED STONE OR SELECT GRANULAR MATERIAL AS ORDERED BY ENGINEER (MECHANICALLY TAMPED) OR A.O.B.E. SEE NOTE 2. FOR UNSTABLE TRENCH BOTTOM USE ADDITIONAL DEPTH OF STONE AS NECESSARY TO PROVIDE A FIRM FOUNDATION. (HEAVY DUTY SEPTIC TANK) FORT MILLER OR EQUAL SETTLING I � I I I I-1 111= IIIIII E ARTH E _ I I I I -I I I I I I I EARTH I I I I I I I I -- I I I I - BACKFILL NOTE: - BACKFILL — II -I -1111 -1111= II -1111= 1. PIPE JOINTS TO BE SEALED WITH TDP of AGGREGATE �O z X10 TO BE WITHIN 00 O 6"-12" OF SURFACE 8 RAKE ANY PERFORATION JOINT 12" MIN SMEARED REMOVABLE COVER �JJ TRENCH O L 7 WALLS ��(JE O eDOO OUTLET PIPES MUST BE EQUAL. 24" CRUSHED STONE OR 24' MIN GROUNDWATER BEDROCK WASHED GRAVEL ORIGINAL GROUND j OR IMPERVIOUS LAYER %4" TO 1Y2" ` 3. THE SLOPE OF OUTLET PIPES CROSS SECTIONAL VIEW LONGITUDINAL VIEW FLOW C L G7 7 q,V7 OCA E 00 o 67 1:71 TERRATEX N0. 2 NONWOVEK CONSTRUCTION FABRIC OR UNTREATED BUILDING PAPER OR STRAW 4" PVC MIN. TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIC UNTREATED BUILDING PAPER OR PERMEABLE GE07EXTILE OR 4" LAYER OF STRAW 7 o 0 00 SLOPE PIPE Xd" Y,2" PER FT. SPACING OF ABSORPTION TRENCH 6' O.C. TRENCH PROFILE 2" MIN. ABSORPTION TRENCH DETAIL NOT TO SCALE GRADE PROVIDE CAPS ON LINE ENDS TRENCH BOTTOM TO BE NEAR LEVEL AND RAKED NOTES 1) NATIVE EXCAVATED GRANULAR MATERIAL MAY BE USED IF APPROVED BY THE ENGINEER. 6" MIN. FOR PIPE 12" DIA. AND SMALLER -- 12" MIN. FOR PIPE 14" DIA. AND LARGER WHERE A WATER TABLE CONDITION EXISTS STONE BEDDING SHALL BE WRAPPED IN A 1JON—WOVEN GEO—TEXTILE ENVELOPE (FABRIC EQUIVALENT TO AMOCO 4545) 2) CRUSHED STONE NOT TO EXCEED #2 IN SIZE, GRANULAR FILL TO MEET THE FOLLOWING REQUIREMENTS: 0 9 IN EXCESS OF 3" 25 9-75',x' PASSING #4 SIEVE 0 9-159 PASSING #200 SIEVE TRENCH DETAIL I NOT TO SCALE' SHEET 2 OF 2 SANITARY DETAILS FOR LOT 168 ELMHURST DRIVE HOMESTEAD VILLAGE TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK NOT TO SCALE OCTOBER 3, 2013 ENVIRONMENTAL DESIGN PARTNERSHIP, LLP 900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621 ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING JAMES E. MITCHELL P. E. 5J,337 NOTE: 1. PIPE JOINTS TO BE SEALED WITH ASPHALTIC MATERIALS OR EQUIVALENT. 12" MIN REMOVABLE COVER 2. INVERT ELEVATIONS OF ALC OUTLET PIPES MUST BE EQUAL. PAVEMENT OR ORIGINAL GROUND ` 3. THE SLOPE OF OUTLET PIPES BETWEEN THE DISTRIBUTION BOX AND THE DISTRIBUTOR LATERALS --_ - SHOULD BE 118" PER FOOT. SELECTED GRANULAR FILL. TO B�E. = ORDERED BY ENGINEER - BAFFLE BE PLACED UNDER PAVEMENT INVERT NOTE CONTRACTORS MUST COMPLY WITH ALL NO TR 1 1 LOCAL, STATE, & FEDERAL SAFETY REGULATIONS. INLET 2' FLED, TRENCH SLOPES ARE GIVEN FOR MAX. PAYMENT LIMITS ONLY FOR (OSHA & N.Y.S. DOT.) 3 �J(��//\J\1 OUTLET CONTRACTOR TO USE SPEED LEVELERS O N CUT AND ARE NOT INTENDED REPRESENT STABLE SLOPE`_. NOT INTENDED TO REPRESENT AS SUPPLIED BY FORT MILLER TO ER FIELD CONDITIONS. A SAFE SLOPE EQUALIZE FLOW. 2..-5• 6" WIDE GREEN PLASTIC LOCATOR TAPE, - I •"� '"' •• _ -- —MARKED "CAUTION SEWER BELOW" _ TRACER WIRE #8 THNN STRANDED 12" MI \TUON ---COPPER OR STAINLESS STEEL CLEAN SAND OR PEA GRAVEL R B 2" THICK RIGID POLYSTYRENE INSULATION �� 2 DISTRIBUTION O X LOCATIONS WITH LESS THAN 4• COVER), I II I EXTEND TO MIN. 4' BELOW GRADE. l NOL TO SCALE NOTES 1) NATIVE EXCAVATED GRANULAR MATERIAL MAY BE USED IF APPROVED BY THE ENGINEER. 6" MIN. FOR PIPE 12" DIA. AND SMALLER -- 12" MIN. FOR PIPE 14" DIA. AND LARGER WHERE A WATER TABLE CONDITION EXISTS STONE BEDDING SHALL BE WRAPPED IN A 1JON—WOVEN GEO—TEXTILE ENVELOPE (FABRIC EQUIVALENT TO AMOCO 4545) 2) CRUSHED STONE NOT TO EXCEED #2 IN SIZE, GRANULAR FILL TO MEET THE FOLLOWING REQUIREMENTS: 0 9 IN EXCESS OF 3" 25 9-75',x' PASSING #4 SIEVE 0 9-159 PASSING #200 SIEVE TRENCH DETAIL I NOT TO SCALE' SHEET 2 OF 2 SANITARY DETAILS FOR LOT 168 ELMHURST DRIVE HOMESTEAD VILLAGE TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK NOT TO SCALE OCTOBER 3, 2013 ENVIRONMENTAL DESIGN PARTNERSHIP, LLP 900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621 ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING JAMES E. MITCHELL P. E. 5J,337