Loading...
2008-164 TOWN OF QUE,ENSBURY F 742 Ba Road ieensb NY 12804-5902 518 761-8201 Y ,Q� Y� ) .r. Community Development- Building&Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number. P20080164 Date Issued: Monday, June 23, 2008 This is to certify that work requested to be done as shown by Permit Number P20080164 has been completed. Tax Map Number. 523400-309-009-0002-001-000-0000 Location: 200 LUZERNE Rd Owner: HOMESTEAD VILLAGE L P Applicant HOMESTEAD VILLAGE L P This structure may be occupied as a: Septic Alteration Commercial By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve ther:DJ property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Ditr'ctor of Building&Code Enforcement Planning Board or Zoning Board of Appeals. l ��` TOWN OF QUEENSBURY ioe y$1 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080164 Application Number: A20080164 Tax Map No: 523400-309-009-0002-001-000-0000 Permission is hereby granted to: HOMESTEAD VILLAGE L P 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 Commercial CALEDONIA, NY 14423 Total Value Contractor or Builders Name/Address Electrical Inspection Agency SANITARY SEWER DAN DRELLOS PO BOX 224 GLENS FALLS NY Plans &Specifications 2008-164 LOTS 19 &20 WINDSONG SEPTIC ALTERATION $35.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday, May 05,2009 (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 Toro eens , .ni'.y May 05, 2008 SIGNED BY "d for the Town of Queensbury. Director of Building&Code Enforcement OFFICE USE ONLY -` 1t! F TAX MAP NO. PERMIT NO. PERMIT FEE ' P o APPROVALS: ZONING TOWN CLERK 0 o ` TOWN-GP 4s631ifZY BUILDING & CODES APPLICATION FOR SEPTIC DISPOSAL SYSTEM PE T* A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJE O REVIEW BEFORE ISSUANCE OF A VALID PERMIT. / / _ OWNER: d MS) q` ) e y' '/ glaye INSTALLER: PA) / i 4 /el Ga-f-o'L-di C ADDRESS: L V 2 e.ti 0'f V - I ADDRESS: 0 2 D Y -2 2 PHONE NOS.7? Z ^ / °J PHONE NOS. 7 / 0 O LOCATION OF INSTALLATION:Z 0 T /9—2 6, /mopA...,,-, 7)Ai 0 e- RESIDENCE INFORMATION: NO.OF YEAR BUILT X COMPUTATION= = TOTAL DAILY FLOW BEDROOMS GARBAGE GRINDER fro ? 1980 or older X 150 gallon per bedroom _ INSTALLED? �/C/ 1981 -1991 X 130 gallon per bedroom /A 4 = SPA OR HOT TUB " 1992-present q (e9 X 110 gallon per bedroom �,(X.= 6.5-s ► e-- of trIINSTALLED? / ,�/PARCEL INFORMATION. e ci ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? 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 PER MIINUTE PER INCH (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). Add 250 gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub. ✓ SEPTIC TANK: GAL (MIN. IIS 00 GAL.) TILE FIELD: EACH TRENCH FT. ✓ TOTAL SYSTEM LENGTH: 2"--.C'D FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. 1 ✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS/' FT ✓ BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: /SIZE OF EACH ✓ GALLONS./TOTAL CAPACITY: GAL. 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 QUESTIONS? CALL 761-8256 OR EMAIL Qua ury Sanitary r Disposal Ordinance. codesequeensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION ,,,,,,....,),...7 ,,,x..4_,,f4 �c�/D �'` wwwaueenbrV.net ig ufe of Person esponsible Date , Town of Queensbury-Communihy Development office •742 Ba1J. If Offal IL Septic Inspection Report Office No. (518) 761-8256 Date Inspection r -. re.-iv Queensbury Building &Code Enforcement Arrive: a : .i, r ' -•- = 1 ._ 742 Bay Rd., Queensbury, NY 12804 Inspector's Mitt. . NAME: \- oj- r c \I SLU E PE' NO.: Q� --1ta'-1 LOCATION: 1 2_0 t t,Jp 54J6 NW_IN•'ECT ON: la —1cb--655 RECHECK: Comments and/or diagram Soil Type: Sand/ Loam / Clay Type of Water: Municipal/ Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y N End Cap Y N Inlet/Outlet Pipes&Baffles Y„N Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits / ft. Conforms as per Plot Plan r✓ _ N Engineer Report and As-Built :/Y_ N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S m S s: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc Septic Inspection Report Office No. (518) 761-8256 Date Ins ion r es re • -•: 4, Queensbury Building &Code Enforcement Arrive: -7,' / •gpart: 742 Bay Rd., Queensbury, NY 12804 Inspectors Initial : � - NAME: 1-raMr—'S c\tl V L A(--,F PE' IT NO.: ©8— 1(0� LOCATION: 1 c1 f'21) t&\t DRIVtIN. ECT ON: i-{ -- --09 RECHECK: Comments and/or diagram Soil Type:,, am/ Clay Type of Waterv'Munici Well Water Wat ' ration distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length • ft. Length of each trench liMb ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank i---%' 6C WO Tank to Distribution Box �` fi '-, ?-)t Distribution Box to Field/ Pit ' Opening Sealed: N End Cap Y_N Inlet/Outlet Pipes&Baffles Y_ N Location/ Separations \L (4 Foundation to tank '.. ft. 4, Foundation to absorption ft. Separation of Pits ft. forms as r Plot Plan Y� Engineer Re and As-Built Y ➢� N Location of System on Property: Front Rear Left R ht Side Middle Front Middle Rear Sys m s: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc ------------- INSPECTION RE UIREMENTS: SEPTIC DESI(-.N: ENGINEER OF RECORD TO INSPECT TRENCHES PRIOR TO BACKFILLING. APPLICATION RATE = 1.2 GAL./SF/DAY LO— 3 BEDROOMS AT 100 GALLONS/BEDROOM SOIL INFORMATION AND PERCOLATION TEST: =300 GALLONS JUL Y 2, 2007 OT 20 0-8' MEDIUM FINE SAND 3 BEDROOMS AT 100 GALLONS/BEDROOM =300 GALLONS � 4. PERCOLATION RATE APPROXIMA TEL Y ONE MINUTE TOTAL 6 BEDROOMS AT 100 GALLONS/BEDROOM = 600 GALLONS USE 1250 GALLON PRECAST TANK USE 5 LINES AT 50 FT. EACH (SPACED 6 FT. ON—CENTER) EXISTING SANITARY STRUCTURES _CON INCLUDING SEPTIC TANK AND SEEPAGE STFi'UCTlON NOTES. DEVICES ARE TO BE CRUSHED IN PLACE 1) CONSTRUCTION OF ABSORPTION FACILITIES SHALL NOT OCCUR WHEN THEI AND FILLED WITH NATIVE MATERIAL. OR THE SOIL MOISTURE CONTENT IS HIGH, 1F A FRAGMENT OF SOIL FROM APPROXIMA TEL Y N NINE INCHES BELOW THE SURFACE CAN EASILY BE ROLLED INTO A RBBON INSTEAD OF CRUMBLING, THE MOISTURE CONTENT /S TOO HIGH roR CONSTRUCTION PURPOSES. OBVIOUSLY, SOME SILT OR CLAY MUST BE PRESENT FOR A RIBBON TO BE FORMED. 2) TRENCH LOCATIONS AND DEPTHS SHOULD BE MARKED BY STAKES BEFORE TRENCHES ARE EXCAVATED. THE NATURAL SURFACE SHALL NOT 9E SIGNIFICANTLY DISTURBED. IF THE —T —TUNDERGROUND TELEPHONE SEROCE SITE IS REGRADED OR SIMILARLY DISTURBED, THE .FOIL SHALL BE ALLOWED TO STABILIZE Ex. T-- (l.E., SETTLE NATURALLY FOR A PERIOD OF AT LEAST SIX MONTHS, INCLUDING AT LEAST sHED ONE FREEZE—THAW CYCLE) AND NEW PERCOLATION AND DEEP HOLE TESTS CONDUCTED, HEAVY EQUIPMENT USE /N THE DESIGNATED ABSORPTION SYSTEM AREA SHOULD BE MINIMIZED TO PREVENT SOIL PERMEABILITY REDUCTION DUE TO COMPACTION PLUS POSSIBLE TRENCH CAVE—IN AND DISTRIBUTION PIPE MISALIGNMENT/BREAKAGE, PROPOSED 1250 GALLON SEPTIC TANK 3) AFTER A FINAL GRADE CHECK, TRENCH EXCAVATION MAY BEGIN. TRENCH DEPTH SHALL BE e (SEE DETAIL — SHEET 2) AS SHALLOW AS POSSIBLE, BUT NOT LESS THAN 18 INCHES. TRENCHES SHALL BE ° > EXCA VA TED TO DESIGN DEPTH WITH BOTTOMS PRACTICALLY LEVEL. o } 4) FOLLOWING EXCAVATION, THE TRENCH BOTTOMS SHOULD BE GRADED BY HAND. THE PROPOSED 4" PVC SDR —35 •� BOTTOMS OF THE TRENCHES SHOULD BE CHECKED BY A TRANSIT, ENGINEER'S LEVEL, OR (GASKETED BELL) AT 1%; MIN. EXISTING TREES CARPENTER'S LEVEL TO ASSURE THAT EACH IS PRACTICALLY LEVEL. TRENCH BOTTOMS AND N rt, TO BE REMOVED S/DEWALLS SHOULD BE IMMEDIATELY RAKED AFTER FINAL GRADING AND AT LEAST TO w �11i INCHES OF AGGREGATE PLACED IN THE TRENCHES. o k 5) PROPOSED DISTRIBUTION BOX #2 GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY INSTALLED AT A SLOPE OF %6 TO %32 INCH (SEE DETAIL — SHEET 2) PER FOOT. PRESSURE OR DOSED DISTRIBUTOR PIPE SHALL BE INSTALLED LEVEL. GRADES zi a SHALL BE DETERMINED BY,AN ENGINEER, LEVEL, TRANSIT OR CARPENTER'S LEVEL AN d EXISTING txls ltic EASY MEfiHOIJ 17F rVtEASLIRING THE, Yfd INCH PER F"D& SLOPE FAR D - - - - MOBILE MOBILE 1 ISTR,BUTOR PIPE IS TO TAPE A /4 INCH BLOCK TO ONE END OF A STRAIGHT FOUR PLACING I HOME HOME BLOCKED END WITH THE BLOCK FACING DOWN ON THE DOWNSSTREAMATO OFYTHE THE DISTRIBUTOR PIPE, A CARPENTER'S LEVEL CAN BE USED TO DETERMINE THE Y16 INCH PER °r FOOT SLOPE. A % INCH BLOCK SIMILARLY USED WOULD RESULT IN A %32 INCH PER FOOT N "019/1 I 1 PROPOSED 4" PVC SCH 40 AT 296 MIN 3 SLOPE. ANOTHER METHOD USED TO ESTABLISH THE GRADE OF DISTRIBUTOR PIPE IS BY Zt MOBILE I I ( t . BEDROOM BATTER BOARDS. AGGREGATE SHALL BE INSTALLED IN THE TRENCHES TO A DEPTH OF AT HOME I ( UNIT LEAST TWO INCHES ABOVE THE TOP OF THE DISTRIBUTOR PIPES. ADDITIONAL AGGREGATE �o' MAN. MAY BE REQUIRED TO BRING THE TOP OF THE AGGREGATE TO WITHIN SIX TO 12 INCHES OF FINAL GRADE. �p I I I I I o 6) AFTER THE UPPER AGGREGATE IS PLACED IN THE ( I I 3 L D T 2 D LOT 21 OM TRENCHES, THE GEOTEXTILE, UN TREA TED � VACANT I I I I BEUND BUILDING PAPER, HAY OR STRAW IS TO BE IMMEDIATELY INSTALLED ON THE AGGREGATE AND THE TRENCH BACKFILLED WITH EXCA VA TED SOIL. IF THE TRENCHES CANNOT BE IMMEDIA TEL Y BACKFILLED, THE TRENCHES SHOULD Off' TEMPOR IMPERVIOUS MA TERIAL, SUCH AS TREATED BUILDING PAPER TO PREVENTESIDDE I T COLLAPSE AND SILTATION INTO THE AGGREGATE. W I I I I e 7) THE EARTH BACKF/LL IS TO BE MOUNDED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL 1 I I I I O.E., NOT COMPACTED) TO ALLOW FOR SETTLING: ,FOLLOWING SETTLEMENT, THE ENTIRE s 1 1 LOT ZO I AREA SHOULD BE GRADED WITHOUT THE USE OF HEAVY EQUIPMENT AND SEEDED WITH LOT 19 GRASS. HEAVY EQUIPMENT SHALL NOT ENTER THE ABSORPTION FACILITY AREA OR THE I LOT 18 PROPOSED EXPANSION AREA AFTER THE SUBSURFACE SEWAGE TREATMENT SYSTEM HAS m BEEN CONSTRUCTED. PROPOSED � �� U PARKING 5 LINES AT 50 FT. EA. (� 8) S MINIMUM HORIZONTAL SEPARATION OF 10 FEET SHOULD EXIST BETWEEN z AREA (SEE DETAIL — SHEET 2) PARKING u EWER AND ANY WATERLINE. WHERE LINES MUST CROSS, THE WATER SERVICE LINE ©E$SHALL z AREA PARKING PARKING Ie AREA AREA BE AT LEAST 12 INCHES ABOVE THE HOUSE SEWER. lF A WATER LINE MUST PASS BELOW cZ RUBBLE AREA THE HOUSE SEWER, THE VERTICAL SEPARATION MUST BE AT LEAST 18 INCHES. 3 3 6 9) ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE SYSTEM. WATER SOFTENER, WATER RECHARGE AND BACKWASH WASTES NORMALLY ARE NOT TO BE DISCHARGED TO THE SYSTEM UNLESS A SEPARATE SUBSURFACE DISCHARGE TO AN AREA 250 FEET FROM WELLS OR WATER COURSES IS UNAVAILABLE. WINDSONG DRI VE , 11-28-07 REVISE PROPOSED LEACH FIELD �- & SEPTIC TANK LOCATION z /� NEW YORK STATE DEPARTMENT OF HEALTH MEET 4F 2 GLENS FALLS DISTRICT OFFICE SEP TIC DESIGN PREPARED FOR f ,r Dated: L.� .(�� ✓ ® O/� o These plans for: ,, =a- LOT �J AND 2 12 P tccw.Jr -'r _ N _ WINDSONG DM ' VF ,HOMESTEAD VILLA GE are hereby TOWN OF QUEENSBUR Y WARREN COUNTY, NO TE• far the St—ale ��' �.^ j _ NEW PORK 6` to ammissioner of Hesith' `'�` SCALE.• 1 2 0 a z, — OCTOBER 19, 2007 k ENVIRONMENTAL DESIGN g GN PARTNERSHIP, LLP MOBILE HOME UNITS TO BE PLACED WITH A MINIMUM 10 FT. HORIZONTAL SEPARA TION. 900 ROUTE 146 CLIFTON PARK` N.Y. � 12065 (518) 371-7621 ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING JAMES E. MI TCHELL P.E. 53,337 SEPTIC TANK TO BE PLACED 12"+ 24" TAPERED HOLE & PLUG TOPSOIL FOR SETTLING BELOW FINISH GRADE W/ 2' DIA. (TYPICAL) ACCESS EXTENSION (M.H. GRADE RIINGS) TO SURFACE, (04 z �IIIIII IIII EARTH ILIII_ IIII 1=IIII;;—I (,�II�IIII�I=IIII TERRATEX NO. 2 NONWOVEN III `III(- EARTH III(, CONSTRUCTION FABRIC OR 4" BACKFILL =III)=1 BACKFILL ( IIII UNTREATED OR BUILDING PAPER 1250 GAL. _ 5'-3" I I I I I I i l l l l l l i l l I—IIII- I I=1 11= III=1 TOP OF AGGREGATE 4" PVC MIN. TO BE WITHIN ^ � �y� �� �� (� Cv,` � 6"-12" OF SURFACE RAKE ANY PERFORATION J01 T Z ],2 SMEARED TRENCH WALLS Cq73" 0THE SLOPE OF THE INLET PIPE BETWEEN THE RESIDENTIAL UNIT AND 11" THE SEPTIC TANK TO BE Y4" PER FT. 24" 24" CRUSHED STONE OR MIN GROUNDWATER BEDROCK WASHED GRAVEL OR IMPERVIOUS LAYER 3/4" TO 1X2" 4'-8» CROSS SECTIONAL VIEW LONGITUDINAL VIEW TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIC ' UNTREATED BUILDING PAPER OR PERMEABLE GEOTEXTILE OR 4" LAYER OF STRAW 4'-5" =1 I I I- f I I=I I l r i f i 1-1 I I I-f I I 1 -IIII_ �lilf LIQU ID O O O a LIQUID 1250 GAL. O 2" MIN. O LEVEL 10'-2" FLOW -_ PROVIDE CAPS THE SLOPE OF THE OUTLET PIPE 0 -0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 o ON LINE ENDS BETWEEN THE SEPTIC TANK AND THE DISTRIBUTION BOX TO BE Yq" PER FT. O�.l OO � �� oo O0 2 HIGH DENSITY POLYETHYLENE SLOPE PIPE >te"-> PER FT. PIPE SEALS PROVIDED AT ALL SPACING OF ABSORPTION TRENCH 6' O.C. PIPE TRENCH BOTTOM TO BE NEAR SEPTIC TANK TO BE PLACED ON A 6" CONNECTIONS SHOWN. LEVEL AND RAKED TO 12" BEDDING LAYER OF PEA STONE TRENCH PROFILE OR CRUSHED GRAVEL TANK ABSORPTION TRENCH CONCRETE: 400OPSI SIZE WEIGHTS, LBS D ETAi L REINFORCEMENT: ASTM A615—GRAPE 60 ASTM A185—GRADE 65 GALLONS TOP SLAB BOTTOM' TOTAL ENRAINED AIR: 5.0%-9.0% NOT TO SCALE MEETS ASTM C890 1250 2843 aw 11.096 INCLUDES BAFFLE SEAMLESS SEPTIC TANK 1250 GALLON GRADE NOT TO SCALE NOTE: I. PIPE JOINTS TO BE SEALED W, TH ASPHALTIC MATERIALS OR EQUIVALENT. 12" MIN REMOVABLE COVER 2. INVERT ELEVATIONS OF ALL OUTLET PIPES MUST BE EQUAL. 3. THE SLOPE OF OUTLET PIPES BETWEEN THE DISTRIBUTION BOX PAVEMENT OR AND THE DISTRIEUTOR LATERALS ORIGINAL GROUND SHOULD BE 118" PER FOOT. •a BAFFLE WHERE TRENCH SHIELD IS USED r—=__ — — IN V ER T WITH THE APPROVAL OF THE I— I I—I I ENGINEER, SHEETED TRENCH j SELECTED GRANULAR FILL TO — A O.B.E. = AS ORDERED BY ENGINEER INLET 2""MIN EL E V. BE PLACED UNDER PAVEMENT II PAYMENT LIMITS WILL APPLY. NOTE: CONTRACTORS MUST COMPLY WITH ALL - 1 1 LOCAL, STATE, & FEDERAL SAFETY REGULATIONS. 0OOUTLET CONTRACTOR TO USE SPEED LEVELERS ALL BACKFILL MATERIAL TO BE AS SUPPLI€D 13Y FORT MILLER TO TRENCH SLOPES ARE GIVEN FOR (OSHA & N.Y.S. D.O.T.) 1-0 PLACED IN 8" LIFTS AND MAX. PAYMENT LIMITS ONLY FOR EQUALIZE FLOW. BE COMPACTED TO 95% STANDARD 3 PEN CUT AND ARE NOT INTENDED 3 2 -5" PROCTOR (ASTM D698). TO REPRESENT STABLE SLOPES NOT INTENDED TO REPRESENT DEBRIS, FROZEN MATERIAL, LARGE UNDER FIELD CONDITIONS. A SAFE SLOPE CLODS OR STONES, ORGANIC MATTER, OR OTHER UNSUITABLE I 6" WIDE GREEN PLASTIC LOCATOR TAPE, 12" MIN CLEAN SAND OR PEA GRA VEL MATERIALS SHALL NOT BE - I MARKED "CAUTION SEWER BELOW" USED AS BACKFILL TRACER WIRE #8 THNN STRANDED COPPER OR STAINLESS STEEL SELECTED GRANULAR FILL PLACED IN 6" LIFTS AND MECHANICALLY TAMPED OR —0 2 DISTRIBUTION BOX A.O.B.E. SEE NOTES 1&2. " 2" THICK RIGID POLYSTYRENE INSULATION NOT TO SCALE CRUSHED STONE OR SELECT LOCATIONS WITH LESS THAN 4' COVER). GRANULAR MATERIAL AS ORDERED EXTEND TO MIN. 4' BELOW GRADE. BY ENGINEER (MECHANICALLY _ NEW YORK STATE DEPARTMENT OF HEALTH TAMPED) OR A.O.B.E. SEE NOTE 2. 6" MIN. FOR PIPE 12" D1A. AND SMALLER Giens Falls District Office FOR UNSTABLE TRENCH BOTTOM USE 12" MIN. FOR PIPE 14" DIA. AND LARGER ADDITIONAL.DEPTH OF STONE AS NECESSARY TO PROVIDE A FIRM Refer by first shoot for aRrGYed date and signature, FOUNDATION. WHERE A WATER TABLE CONDITION EXISTS CV� /I► /I TAR © Y D C�' IL [ F 1 Q STONE BEDDING SHALL BE.WRAPPED IN A J , v f'�I(� G ( f(.. L..+�/f� NOTES.' ON-WOVEN GEO-TEXTILE ENVELOPE s f OT jINDSONG DR/(FABRIC EQUIVALENT TO AMOCO 4545) L ^/� 20 W 1) NATIVE EXCAVATED GRANULAR MATERIAL 2) CRUSHED STONE NOT TO EXCEED #2 IN HOMESTEAD VILLA GE MAY BE USED IF APPROVED BY THE SIZE. GRANULAR FILL TO MEET THE h i ENGINEER. FOLLOWING REQUIREMENTS: TOWN OF QUEENSBUR Y 0 % IN EXCESS OF 3" -I y� WARREN COUNTY, NEW YO1 25 %-75% PASSING #4 SIEVE „ , = OCTOBER 19, 20 O %-15% PASSING #200 SIEVE D���3� ' SCALE: 1 20 '} ENVIRONMENTAL DEMON PARTNERSHIP`, Ll TRENCH DETAIL � —0 ,a, -. 900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-76 NOT TO SCALE ENGINEERING LANDSCAPE ARCHITECTURE LAND S3URVEYII JAMES E. MI TCHELL P.E. 53,.