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2006-887 ..0111%i TOWN OF QUEENSBURY w 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 ��� Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number. P20060887 Date Issued: Tuesday, December 14, 2010 This is to certify that work requested to be done as shown by Permit Number P20060887 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 5t," 4 Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan P tY P � � 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 0,441°A4 F4arifty 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20060887 Application Number. A20060887 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 Builder's Name/Address Electrical Inspection Agency SANITARY SEWER DAN DRELLOS PO BOX 224 GLENS FALLS NY Plans&Specifications 2006-887 SEPTIC ALTERATION 53 &54 WINDSONG $35.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday,December 15,2007 (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' , eensb , Fr'•a ,December 15,2006 SIGNED BY / for the Town of Queensbury. Director of Building : •de _ orcement OFFICE USE ONLY r TAX MAP NO. PERMIT NO. PERMIT F / REC F!VED 0 APPROVALS: ZONING TOWN CLERK / DEC APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMI U DING AND CODE A PERMIT M T E OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJE TO REVIEW BEFORE ISS ANCE OF A VALID PERMIT. / /%yc OWNER: • /fitre INSTALLER: 'Al/ L 42_ � 3 Z2r ADDRESS: ��% -��c.it,�' ADDRESS: PHONE NOS. 792_ ` - 0PHONE NOS. / 9 6- LOCATION OF INSTALLATION: /()�J ,J J V `2)/IISvn` t/ NO.OF — RESIDENCE INFORMATION: YEAR BUILT BEDROOMS X COMPUTATION= = TOTAL DAILY FLOW ' a GARBAGE GRINDER 1980 or older X 150 gallon per bedroom = INSTALLED? 1981 -1991 X 130 gallon per bedroom = SPA OR HOT TUB 1992-present X 110 gallon per bedroom = INSTALLED? PARCEL INFORMATION: f' p6W,r— v 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. / 7 ✓ SEPTIC TANK: - GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH(o J FT. ✓ TOTAL SYSTEM LENGTH: 2.7 FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. ✓ SIZE OF STONE TO BE USED: #_2-- /DEPTH OR THICKNESS YT. ✓ 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 1. 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 ---ns:. y Sanitary Sewage DI •osal Ordinance. codes@ciueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net S g' .tu • of Person "es?'*sible Date (f Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury,NY 12804 S*LtUs /A Septic Inspection Report Office No. (518) 761-8256 Date Inspection req -•-i •: Queensbury Building &Code Enforcement Arrive: in 2 ,/p -part: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initial : NAME: PERMIT NO.: LOCATION: S . �� J!;', ‘C)5":_�-.c INSPECT ON: lZ=1 —1C) RECHECK: ,�- Comments and/or diagram Soil Type: Sand / Loam / Clay Type of Water: Municipal / Well Water -4S67)/ Waterline separation distance ft. Well separation distance ft. P—ts -6 Other wells: ft. Well Casing Length 50' + / - Y N N/A [150'to well required if NO] Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: -� y 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 Manholes 12"or less below grade _Y N [provide extension collar if Yes] Y N Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan 7 N {Engineer Re _ rt and As-Built Y N ETU Maintenance ontract Y N provided Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S stem Use Sta .s: Approved Partial 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 Report03 29 10.doc I�IIIIIIIIIIII �1�I�I I IIIIIIIIIIII ENVIRONMENTAL DESIGN PARTNERSHIP,LLP December 13, 2010 Queensbury Building& Code Enforcement 742 Bay Road Queensbury, NY 12804 Via email johno@queensbury.net Attn: John O'Brien Re: Homestead Village Mobile Home Park Lot 53 & 54 Windsong Dear John: On December 19, 2006 I inspected the above referenced Homestead Village Mobile Home Park septic installation. The purpose of this visit was to observe the installation of the new septic system designed by EDP dated December 13, 2006. Based on my review of the plans and observation of the installation it is my opinion that the system was installed substantially in compliance with the intent of the design plans. Please contact me should you have any questions regarding this system. Sincerely, James E. Mitchell, P.E. 900 Route 146,Clifton Park, New York 12065 phone(518)371-7621 -fax(518)371-9540 /0-la 71,8W L2/i 2/06 Septic Inspection Report Office No. (518)761-8256 Date In •-«'on !•+ - •-iv QueensburyBuilding&Code Enforcement Arrive: ' itt, �. •• '.=%-;it: \V-U U a e../ 742 Bay Rd.,Queensbury, NY 12804 Inspector's Initials: - NAME: � jam- -A r1 r '' RM NO.: S LOCATION: , ,--45/S��/ ii� INSP-CT ON: 12- I -D RECHECK: Comments and/or diagram Soil Ty•= Sand` -=m/ Gla G y Type o at- unicipal , ell Water i_- Waterline se•=ration • r.nce ft. L Co Well separado • •=nce ft. Other wells: ft. Absorption Field: Total length - "i. ft. Length of each trench ft. Depth of trenches 7,-A ft. Size of Stone ?, Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank " 55G).\ liO . Tank to Distributio :• -4" Q Q- 35 Distribution Box ••4ke • •it " i�.1 Opening Sealed:Vo Partial End Cap '(En Pipes&Baffles X. N Inlet/Outlet b).v Location/ Separations i ;t t F ouch to tank . .a)"if; ft. n to absorption -. _!_-- ft. o 1L -co 4\c--V--N 1 .- . Separation of Pits AG ‘53 Conforms as per Plot Plan ...,.._6 -1 •"'N . �6d‘0 €- Engineer Report and As-Built \ t .\._1" -'f.C.-\\,DI . ‘K) . ._,V .,�. Location of System on Property: 16,3- `-k-.7 - Front Rear Left Side Right Side Middle Front Middle Rear • System Use Status: pproved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 021006 Last revised 1/6/05 11" 5'-5" THE SLOPE OF THE OUTLET PIPE BETWEEN THE SEPTIC TANK AND THE DISTRIBUTION BOX TO BE %4" PER FT. CONCRETE: 4000PSI REINFORCEMENT: ASTM A615—GRADE 60 ASTM A185—GRADE 65 ENRAINED AIR: 5.09e-9.0% MEETS ASTM C890 24" TAPERED HOLE & PLUG (TYPICAL) THE SLOPE OF THE INLET PIPE BETWEEN THE RESIDENTIAL UNIT AND THE SEPTIC TANK TO BE Y4" PER FT. HIGH DENSITY POLYETHYLENE PIPE SEALS PROVIDED AT ALL PIPE CONNECTIONS SHOWN. TANK 1) SIZE WEIGHTS, LBS GALLONS TOP SLAB BOTTOM` TOTAL 1250 2&13 8443 1/.088 INCLUDES BAFFLE SEAMLESS SEPTIC TANK (1250 GALLON NOT TO SCALE WHERE TRENCH SHIELD IS USED - - 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 95% 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 ORS 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. SELECTED GRANULAR FILL TO BE PLACED UNDER PAVEMENT 1 1 TRENCH SLOPES ARE GIVEN FOR MAX. PAYMENT LIMITS ONLY FOR 3 PEN CUT AND ARE NOT INTENDED 3 TO REPRESENT STABLE SLOPES UNDER FIELD CONDITIONS. NOTES: 1) NATIVE EXCAVATED GRANULAR MATERIAL MAY BE USED IF APPROVED BY THE ENGINEER. PAVEMENT OR ORIGINAL GROUND A.O.B.E. = AS ORDERED BY ENGINEER NOTE: CONTRACTORS MUST COMPLY WITH ALL LOCAL, STATE, & FEDERAL SAFETY REGULATIONS. (OSHA & N.Y.S. D.O.T.) NOT INTENDED TO REPRESENT A SAFE SLOPE 6" WIDE GREEN PLASTIC LOCATOR TAPE, MARKED "CAUTION SEWER BELOW" TRACER WIRE #8 THNN STRANDED COPPER OR STAINLESS STEEL ' = 2" THICK RIGID POLYSTYRENE INSULATION LOCATIONS WITH LESS THAN 4' COVER). EXTEND TO MIN. 4' BELOW GRADE. 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 ON -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 % IN EXCESS OF 3" 25 %-75% PASSING #4 SIEVE 0 %-15% PASSING #200 SIEVE TRENCH DETAIL NOT TO SCALE INSPECTION REQUIREMENTS: ENGINEER OF RECORD TO INSPECT TRENCHES PRIOR TO BACKFILLING. N C)R TH LOT 62 PROPOSED 4" PVC SCH 40 AT 2% MIN. NOTE: SEVERAL TREES (NOT SHOWN HEREON) IN AREA OF PROPOSED — TILE FIELD, TO BE REMOVED AS NECESSARY. LOT 55 LOT 63 LOT 64 PROPOSED 1,250 GALLON SEPTIC TANK (SEE DETAIL — SHEET 2) PROPOSED 4" PVC SDR —35 (GASKETED BELL) AT 1% MIN. WINDSONG DR/ UE PROPOSED 4" PVC SCH 40 AT 2% MIN. PROPOSED DISTRIBUTION BOX #2 (SEE DETAIL - SHEET 2) PROPOSED ABSORPTION FIELD 4 LINES AT 63 FT. EACH TO SERVICE BOTH LOTS 147 & 148 (SEE DETAIL - SHEET 2) NO TE.- MOBILE E:MOBILE HOME UNITS TO BE PLACED WITH A MINIMUM 10 FT. HORIZONTAL SEPARATION. TOP OF AGGREGATE TO BE WITHIN C-12" OF SURFACE TOPSOIL FOR SETTLING ROUNDWATER BEDROCK CROSS SECTIONAL VIE FLOW II -111-111 00 RAKE ANY SMEARED TRENCH WALLS —IIII-1111= —IIIIIIII— =1 S I I -_I I I i -I I i -I S I I=III I -IIII- EARTH IIII-IIII =IIII BACKFILL 00 =IIII I-111 i- III=1111= O PERFORATION, /JOINT mm TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIC OR UNTREATED BUILDING PAPER OR STRAW " PVC MIN. CRUSHED STONE OR/ WASHED GRAVEL 3/4" TO 1y2„ W LONGITUDINAL VIEW TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIC NTATED BUILDING PAPER OR PERMEABLE GEOTEREXTILE OR 4" LAYER OF STRAW �IIIIII��I�II ill'-IIII= 1111— ,III, . - =111111 C,7C7f767o o� Do 0 11 0 0 0 00 0 0 0 0 0 0 67C�7 00 SLOPE PIPE XB" -Y32" PER FT. SPACING OF ABSORPTION TRENCH 6' O.C. TRENCH PROFILE ABSORPTION TRENCH DETAIL NOT TO SCALE GRADE 0 0 o PROVIDE CAPS ON LINE ENDS O aO O O TRENCH BOTTOM TO BE NEAR LEVEL AND RAKED 2 DISTRIBUTION BOX SHEET 2 OF 2 SANI TAR Y DETAILS FOR LOT 53 & 54 WINDSONG DRIVE HOMES TEA D VILLAGE TOWN OF QUEENSBUR Y WARREN COUNTY, NEW YORK SCALE: 1 " = 20' DECEMBER 13, 2006 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. 53,33 7 BORING AND PERCOLATION TEST: TEST PERFORMED ON DECEMBER 13, 2006 0-5' MEDIUM FINE SAND NO WATER OR MOTTLING PERCOLATION RATE APPROXIMATELY ONE MINUTE SEPTIC DESIGN: APPLICATION RATE = 1.2 GAL./SF/DAY LOT 53 3 BEDROOMS AT 100 GALLONS/BEDROOM -300 GALLONS LOT 54 3 BEDROOMS AT 100 GALLONS/BEDROOM =300 GALLONS TOTAL LOT 65 6 BEDROOMS AT 100 GALLONS/BEDROOM = 600 GALLONS USE 1250 GALLON PRECAST TANK USE 4 LINES AT 64 FT. EACH (SPACED 6 FT. ON -CENTER) CONSTRUCTION NOTES. 1) CONSTRUCTION OF ABSORPTION FACILITIES SHALL NOT OCCUR WHEN THE GROUND /S FROZEN OR AFTER THE UPPER AGGREGATE /S PLACED IN THE TRENCHES, THE GEOTEXT/LE, UNTREATED BUILDING NO TE: HOMESTEAD VILLAGE BELOW THE SURFACE CAN EASILY BE ROLLED INTO A RIBBON INSTEAD OF CRUMBLING, THE PAPER, HAY OR STRAW /S TO BE IMMEDIATELY INSTALLED ON THE AGGREGATE AND THE TRENCH MOISTURE CONTENT IS TOO HIGH FOR CONSTRUCTION PURPOSES. OBVIOUSLY, SOME SILT OR CLAY I. PIPE JOINTS TO BE SEALED WITH MUST BE PRESENT FOR A RIBBON TO BE FORMED. 2) BACKFILLED WITH EXCAVATED SOIL. IF THE TRENCHES CANNOT BE IMMEDIATELY BACKFILLED, THE YORK ASPHALTIC MATERIALS OR EQUIVALENT. 12" MIN REMOVABLE CO VER REGRADED OR SIMILARLY DISTURBED, THE SOIL SHALL BE ALLOWED TO STABILIZE (I.E., SETTLE SCALE. 1 " = 20' DECEMBER 13, NATURALLY FOR A PERIOD OF AT LEAST SIX MONTHS, INCLUDING AT LEAST ONE FREEZE -THAW CYCLE) AND NEW PERCOLATION AND DEEP HOLE TESTS CONDUCTED. HEAVY EQUIPMENT USE IN THE 2. INVERT ELEVATIONS OF ALL DESIGNATED ABSORPTION SYSTEM AREA SHOULD BE M/NIIdIZED TO PREVENT SOIL PERMEABILITY 3) REDUCTION DUE TO COMPACTION PLUS POSSIBLE TRENCH CAVE-IN AND DISTRIBUTION PIPE LLP M/ SALI GNMEN T/BREAKAGE. OUTLET PIPES MUST BE EQUAL. AFTER A FINAL GRADE CHECK, TRENCH EXCAVATION MAY BEGIN. TRENCH DEPTH SHALL BE AS 4) SHALLOW AS POSSIBLE, BUT NOT LESS THAN 18 INCHES. TRENCHES SHALL BE EXCAVATED TO DESIGN DEPTH WITH BOTTOMS PRACTICALLY LEVEL. IN. 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 /S PRACTICALLY LEVEL. TRENCH BOTTOMS AND S/DEWALLS SHOULD BE J. THE SLOPE OF OUTLET PIPES IMMEDIATELY RAKED AFTER FINAL GRADING AND AT LEAST SIX INCHES OF AGGREGATE PLACED /N 5) THE TRENCHES. GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY INSTALLED AT A SLOPE OF %6 TO %32 INCH PER SHALL NOT ENTER THE ABSORPTION FACILITY AREA OR THE PROPOSED EXPANSION AREA AFTER THE BETWEEN THE DISTRIBUTION BOX EMEASURING • TO\N'N 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 C •: AND THE DISTRIBUTOR LATERALS V SULT IN A %32 INCH PER FOOT SLOPE. ANOTHER METHOD USED TO ESTABLISH THE GRADE OF PIPE IS BY BATTER BOARDS. AGGREGATE SHALL BE INSTALLED IN THE TRENCHES TO REV�E�J�' • SHOULD BE l/8" PER FOOT. AGGREGATE MAY BE REQUIRED TO BRING THE TOP OF THE AGGREGATE TO WITHIN SIX TO 12 INCHES .a - BAFFLE INVERT INLET 2"MIN EL EV. SHEET 1 OF 2 ® O O O OUTLET CONTRACTOR TO USE SPEED LEVELERS .2 - LOT 53 & 54 WINDSONG DRIVE AS SUPPLIED BY FORT MILLER TO _ EQUALIZE FLOW. I2"' MIN CLEAN SAND OR PEA GRAVEL 2 DISTRIBUTION BOX SHEET 2 OF 2 SANI TAR Y DETAILS FOR LOT 53 & 54 WINDSONG DRIVE HOMES TEA D VILLAGE TOWN OF QUEENSBUR Y WARREN COUNTY, NEW YORK SCALE: 1 " = 20' DECEMBER 13, 2006 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. 53,33 7 BORING AND PERCOLATION TEST: TEST PERFORMED ON DECEMBER 13, 2006 0-5' MEDIUM FINE SAND NO WATER OR MOTTLING PERCOLATION RATE APPROXIMATELY ONE MINUTE SEPTIC DESIGN: APPLICATION RATE = 1.2 GAL./SF/DAY LOT 53 3 BEDROOMS AT 100 GALLONS/BEDROOM -300 GALLONS LOT 54 3 BEDROOMS AT 100 GALLONS/BEDROOM =300 GALLONS TOTAL LOT 65 6 BEDROOMS AT 100 GALLONS/BEDROOM = 600 GALLONS USE 1250 GALLON PRECAST TANK USE 4 LINES AT 64 FT. EACH (SPACED 6 FT. ON -CENTER) CONSTRUCTION NOTES. 1) CONSTRUCTION OF ABSORPTION FACILITIES SHALL NOT OCCUR WHEN THE GROUND /S FROZEN OR AFTER THE UPPER AGGREGATE /S PLACED IN THE TRENCHES, THE GEOTEXT/LE, UNTREATED BUILDING THE SOIL MOISTURE CONTENT IS HIGH. IF A FRAGMENT OF SOIL FROM APPROXIMATELY NINE INCHES HOMESTEAD VILLAGE BELOW THE SURFACE CAN EASILY BE ROLLED INTO A RIBBON INSTEAD OF CRUMBLING, THE PAPER, HAY OR STRAW /S TO BE IMMEDIATELY INSTALLED ON THE AGGREGATE AND THE TRENCH MOISTURE CONTENT IS TOO HIGH FOR CONSTRUCTION PURPOSES. OBVIOUSLY, SOME SILT OR CLAY C MUST BE PRESENT FOR A RIBBON TO BE FORMED. 2) BACKFILLED WITH EXCAVATED SOIL. IF THE TRENCHES CANNOT BE IMMEDIATELY BACKFILLED, THE YORK TRENCH LOCATIONS AND DEPTHS SHOULD BE MARKED BY STAKES BEFORE TRENCHES ARE EXCAVATED. THE NATURAL SURFACE SHALL NOT BE SIGNIFICANTLY DISTURBED. IF THE SITE IS TRENCHES SHOULD BE TEMPORARILY COVERED WITH AN IMPERVIOUS MATERIAL, SUCH AS TREATED REGRADED OR SIMILARLY DISTURBED, THE SOIL SHALL BE ALLOWED TO STABILIZE (I.E., SETTLE SCALE. 1 " = 20' DECEMBER 13, NATURALLY FOR A PERIOD OF AT LEAST SIX MONTHS, INCLUDING AT LEAST ONE FREEZE -THAW CYCLE) AND NEW PERCOLATION AND DEEP HOLE TESTS CONDUCTED. HEAVY EQUIPMENT USE IN THE DESIGNATED ABSORPTION SYSTEM AREA SHOULD BE M/NIIdIZED TO PREVENT SOIL PERMEABILITY 3) REDUCTION DUE TO COMPACTION PLUS POSSIBLE TRENCH CAVE-IN AND DISTRIBUTION PIPE LLP M/ SALI GNMEN T/BREAKAGE. AFTER A FINAL GRADE CHECK, TRENCH EXCAVATION MAY BEGIN. TRENCH DEPTH SHALL BE AS 4) SHALLOW AS POSSIBLE, BUT NOT LESS THAN 18 INCHES. TRENCHES SHALL BE EXCAVATED TO DESIGN DEPTH WITH BOTTOMS PRACTICALLY LEVEL. FOLLOWING EXCAVATION, THE TRENCH BOTTOMS SHOULD BE GRADED BY HAND. THE BOTTOMS OF COMPACTED) TO ALLOW FOR SETTLING. FOLLOWING SETTLEMENT, THE ENTIRE AREA SHOULD BE THE TRENCHES SHOULD BE CHECKED BY A TRANSIT, ENGINEER'S LEVEL, OR CARPENTER'S LEVEL TO ASSURE THAT EACH /S PRACTICALLY LEVEL. TRENCH BOTTOMS AND S/DEWALLS SHOULD BE IMMEDIATELY RAKED AFTER FINAL GRADING AND AT LEAST SIX INCHES OF AGGREGATE PLACED /N 5) THE TRENCHES. GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY INSTALLED AT A SLOPE OF %6 TO %32 INCH PER SHALL NOT ENTER THE ABSORPTION FACILITY AREA OR THE PROPOSED EXPANSION AREA AFTER THE FOOT. PRESSURE OR DOSED DISTRIBUTOR PIPE SHALL BE INSTALLED LEVEL. GRADES SHALL BE EMEASURING DETERMINED BY AN ENGINEER'S LEVEL, TRANSIT OR CARPENTER'S LEVEL. AN EASY METHOD OF THE %s INCH PER FOOT SLOPE FOR DISTRIBUTOR PIPE IS TO TAPE A %4 INCH BLOCK TO TO\N'N 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 C �`- , { rt L I ` TO SED TO DETERMINE THE %s INCH PER FOOT SLOPE. A %8 INCH BLOCK SIMILARLY USED WOULD V SULT IN A %32 INCH PER FOOT SLOPE. ANOTHER METHOD USED TO ESTABLISH THE GRADE OF PIPE IS BY BATTER BOARDS. AGGREGATE SHALL BE INSTALLED IN THE TRENCHES TO REV�E�J�' ADEPTH OF AT LEAST TWO INCHES ABOVE THE TOP OF THE DISTRIBUTOR PIPES. ADDITIONAL j -v AGGREGATE MAY BE REQUIRED TO BRING THE TOP OF THE AGGREGATE TO WITHIN SIX TO 12 INCHES DAT _- OF FINAL GRADE. LOT 52 6 Z Q j 7) AFTER THE UPPER AGGREGATE /S PLACED IN THE TRENCHES, THE GEOTEXT/LE, UNTREATED BUILDING HOMESTEAD VILLAGE PAPER, HAY OR STRAW /S TO BE IMMEDIATELY INSTALLED ON THE AGGREGATE AND THE TRENCH z `� CDC/,;TO ,, C E , BACKFILLED WITH EXCAVATED SOIL. IF THE TRENCHES CANNOT BE IMMEDIATELY BACKFILLED, THE YORK TRENCHES SHOULD BE TEMPORARILY COVERED WITH AN IMPERVIOUS MATERIAL, SUCH AS TREATED SCALE. 1 " = 20' DECEMBER 13, 2006 BUILDING PAPER TO PREVENT S/DEWALL COLLAPSE AND SILTATION INTO THE AGGREGATE. K ENVIRONMENTAL DESIGN PARTNERSHIP, LLP THE EARTH BACKFILL /S TO BE MOUNDED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL (I.E., NOT COMPACTED) TO ALLOW FOR SETTLING. FOLLOWING SETTLEMENT, THE ENTIRE AREA SHOULD BE 900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621 — GRADED WITHOUT THE USE OF HEAVY EQUIPMENT AND SEEDED WITH GRASS. HEAVY EQUIPMENT ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SHALL NOT ENTER THE ABSORPTION FACILITY AREA OR THE PROPOSED EXPANSION AREA AFTER THE 53, 337 SUBSURFACE SEWAGE TREATMENT SYSTEM HAS BEEN CONSTRUCTED. 3 V- V>-. SHEET 1 OF 2 ® SEPTIC DESIGN PREPARED FOR .2 - LOT 53 & 54 WINDSONG DRIVE 6 Z Q j HOMESTEAD VILLAGE z `� CDC/,;TO ,, C E , WN OF QUEENSBUR Y WARREN COUNTY, NEW YORK SCALE. 1 " = 20' DECEMBER 13, 2006 m K ENVIRONMENTAL DESIGN PARTNERSHIP, LLP 900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621 ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING JAMES E. Ml TCHELL P. E. 53, 337 6 Z Q