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2008-317 TOWN OF QUE E NSB URY Iwo742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number. P20080317 Date Issued: Wednesday, December 15, 2010 This is to certify that work requested to be done as shown by Permit Number P20080317 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 the property owner of the responsibility for compliance with Site Plan, '.Yr r `' 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 piTifo 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080317 Application Number. A20080317 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 2008-317 SEPTIC ALTERATIO LOTS 47 &48 WINDSONG DRIVE $35.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,June 19, 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 Tomfli-OTZ, eens ry; j sd ,June 19, 2008 / IVSIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement A _2 —/ OFFICE USE ONLY ! irrri4. " TAX MAP NO. PER IT NO. al/PERMIT FEE ' ' APPROVALS: ZONING TOWN CLERK ; ; • 0 • APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJEC TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. V//Ti OWNER: /"l e A7) INSTALLER l Jam✓cJ/6(' / ADDRESS: 1 ki2C/a-IC-1 c eD e J ADDRESS: x 224' ( F PHONE NOS. 792 -2 6 v 9C �—c) PHONE NOS. 7 ` d LOCATION OF INSTALLATION: L° IT 42)'V 4P- YEAR BUILT NO.OF RESIDENCE INFORMATION: BEDROOMS X COMPUTATION= = TOTAL DAILY FLOW 1980 or older » X 150 gallon per bedroom GARBAGE GRINDER "-- •- I INSTALLED? 1981 -1991 X 130 gallon per bedroom = I SPA OR HOT TUB 1992-present X 110 gallon per bedroom = INSTALLED? PARCEL INFORMATION: J'EEtI Nf..✓ TOPOGRAPHY: FLAT ,/ LLING STEEP SLOPE %SLOPE V 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: / 2‘`) GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH 5-5 FT. ✓ TOTAL SYSTEM LENGTH: 25-'3 FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. V2_- FT. ✓ SIZEOFSTONETOBEUSED: # 2 /DEPTHORTHICKNESS ✓ 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 781-8256 OR EMAIL i/ nsbury Sanitary Sewage Disposal Ordinance. codes aueenaburvrtet / VISIT OUR WEBSITE FOR MORE INFORMATION �� ,/l 6 l�Y� �- www.queensburv.nst gnature of Pere esponsible ate ` Town of Queensbury• Community Development Office • 742 Bay Road, Queensbury,NY 12804 i/tSitc/s/C Septic Inspection Report Office No. (518) 761-8256 Date Ins -• Queensbury Building&Code Enforcement Arrive: .1 -,,fi�r ,/ I-4a.rt: am 742 Bay Rd., Queensbury, NY 128044 Inspector's Initials —'P NAME: G1l` :S lIT NO.: a--511 LOCATION: I/ l. LAISPECT ON: i Z. " I t-1 IC) RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/Clay 2 / / , 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 [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: 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 Separation of Pits ft. fermi-as-poc Ian _N Engineer RfErt and As-Bui Y_N amtenance Y N provided Location of Sys : on Property: Front Rear Left Side Right Side Middle Front Middle Rear em . - Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Fo ms\Septic Inspection Report_03 29 10.doc ( oi-'Sk) /0 - 12- Septic• Inspection Report Office No. (518) 761-8256 Date In pection r --•-.t Queensbury Building &Code Enforcement Arrive: t► _r/•��,� b part: I m 742 Bay Rd., Queensbury, NY 12804 Inspector's Initi.c: NAME: --e,_ PE• NO.: O 4 LOCATION: IN.• CT ON: „g433._ RECHECK: Comments and/or diagram Soil Type•oe► •.m / Clay Type of Water: uni !pa, - I Water Wate ie -paration 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 I6:)—(03 ft. Depth of trenches Z— 5_ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank 4 Tank to Distribution Box t-t" 6oZ- Distribution Box to Field/ Pit 4 '/ fie._3 5 ✓ Opening Sealed: N End Cap �N Inlet/Outlet Pipes&Baffles ✓Y, N 1v EE) Location/ Separations �c Foundation to tank 10 ft. Foundation to absorption SO ft. Separation of Pits ft. Conforms as per Plot Plan —Y Engineer Report and As-Built ,Y D`J Location of System on Property: Front Rear Left Side Right Si,- Middle Front Middle Rear se m Use • Appr. •- 'al Approv • d s e-ins , ease uil Cod ice Disap 'i Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc IIIIIIIIIII Aft I IIIIIIIIIII 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 As Built Drawings Lot 47 & 48 Windsong Dear John: I have attached drawings dated July 3, 2008 illustrating the changes made during construction of the septic systems at the above referenced lots. The system was installed substantially in compliance with the approved plans with the except as noted on the as-built drawing. Please contact me should you have any questions regarding these systems. Sincerely, (7,6/100•2 James Mitchell, PE s, BUILT otoz t . c ie tt ..,— ++ 900 Route 146, Clifton Park, New York 12065 phone(518)371-7621 -fax(518)371-9540 cc NZ � cj� OJNZ � W � Nj W � Z �, M �cQ. Z � "� OCCL U Q Q Z � = .. H J Z �' Z W � J § LU � J O o Zo O o Z0 � w z � o Q � � � � N oWc w Z '� o W J V) N '' Z ° o Q ° m W �, L Z p o m , J w Y � Q o a � 1— >- ° Q a w m Z Z Q IL Z W v� � W � � Q 0 � F" Z Z p ti \ \ Qom' Q � Z W O o Z , W Z ., t O o Q ij Z ° X � Q —� Q c N Q Q a s Q O p J cnW _ 1 O m � m R p � � M W L Q �J OQp IY 4 �! W M N d a ~ Q II p U N Q W z W �'V v' J W Q J o or_ Q II o d� � pz W �' o Z � w Q R Z � J 04 4 � � � � � � W o ° � w w q o �' J Oa °� � Q Q o o ,, ] � H Cl Q Q Z o � � � - J � 0 o ° Z p QZ � Q WQ o a - o Q p Z� O � � � � Qcn JQ � Q (� � � a �' O Z ZO �j � p W Z � mp � � (� `� � m � U Z Z p j W Z l�iJ Z cn (n O cn � m A Z Q U l�O W f= O O 4 Q p ? 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Q jW OQ C) Q 3WOH 37180W ONIISIX3 e4 Q Q Q��� O~ Qip �Q Q ----------------► Z mZ LLJ a-Q ----------------{ o z W — s� ``� Z I �N 2Q J W -------------- LI z Z� > tiU M Ljtr ti W NQ w <} � J Cp ^�' tiN I M I�—ti �JQ f j� �k � Z W O 2u ZW W i h ° mO O 0� Z O J, ti j� �k icl2 wax O ?w O� �mWO '� �� (gym I k QQ m0 00� ! mW mj O M � �Q ZN Iti Q2 QZ p ^ \ oW� oc o �� OZ Qm� I (n t>)m a 2O WHO J ZN i�0 Q2 Q2 Q� Q4j OW O OOW Q m k—W O rz cn� Q{Jj j1=0 J V Q y., C)Z� ��� CL J O O Q J \ ?N z O O O 0 LQN WWW VV) �W SOW WWW � �m z Z 000 O I,�tQ ��� 000 Z) m� WWW —� jQW ��� mN QQr OOW JW mJ W QWN � Q Q �0� J �Q Q� ~O m�? 2�0 m�Z 00(0 Q ZOO 2 P:1- o� O j L6 W m� z Q� BORING AND PERCOLA TION TEST- INSPECTION REQUIREMENTS: ASSUMED CONDITIONS BASED ON SITE EVALUATION - _`_" s a1 ENGINEER OF RECORD TO INSPECT TRENCHES PRIOR TO BACKFILLING. 0-2' FINE SAND 2'-8' MEDIUM SAND NO EVIDENCE OF WATER OR MOTTLING NO TE, ; 7) BASEMAP INFORMATION OBTAINED FROM PUBLICALLY AVAILABLE PERCOLATION RATE APPROXIMATELY ONE MINUTE RESOURCES AND DOES NOT REPRESENT AN ACTUAL FIELD C INSTRUMENT SURVEY. 'J / LEGEND: PROPOSED DISTRIBUTION BOX #2 SEP TIC DESIGN: O.H.U.L. DENOTES OVERHEAD UTILITY LINES c. U.P. DEVOTES UTILITY POLE (SEE DETAIL - SHEET 2) E.O.P. DENOTES EDGE OF PAVEMENT APPLICATION RATE = 1.2 GAL./SF/DAY N c>R 7-H PROPOSED 1250 t GALLON SEPTIC TANK (SEE DETAIL—SHEET 2) 6 BEDROOMS TOTAL cr> PROPOSED ABSORPTION FIELD 6 BEDROOMS AT 100 GALLONS/BEDROOM 5 LINES AT 50 FT. EA. =600 GALLONS (SEE DETAIL - SHEET 2) _ USE 1250 GALLON PRECAST TANK KED USE 5 LINES AT 50 FT. EACH (SPACED 6 FT. ON-CENTER) LOT 68 LOT 69 LOT 70 0.H.U.L. - U.P. 0.H.U.L. CONSTRUCTION NOTES, 1) CONSTRUCTION OF ABSORPTION FACILITIES SHALL NOT OCCUR WHEN THE GROUND IS FROZEN OR WIRE MESH FENCE THE SOIL MOISTURE CONTENT /S HIGH. 1F A FRAGMENT OF SOIL F-ROM APPROXIMATELY NINE INCHES BELOW THE SURFACE CAN EASILY BE ROLLED INTO A RIBBON INSTEAD OF CRUMBLING, THE PINE fEL MOISTURE CONTENT lS TOO HIGH FOR CONSTRUCTION PURPOSES. OBVIOUSLY, SOME SILT OR CLAY TREE - D MUST BE PRESENT FOR A RIBBON TO BE FORMED. 1 2) 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 o f--———————— - PINE REGRADED OR SIMILARLY DISTURBED, THE SOIL SHALL BE ALLOWED TO STABILIZE (I.E., SETTLE TREE NATURALLY FOR A PERIOD OF AT LEAST SIX MONTHS, INCLUDING AT LEAST ONE FREEZE-THAW -----_--- —�L---- --� CYCLE) AND NEW PERCOLATION AND DEEP HOLE TESTS CONDUCTED. HEAVY EQUIPMENT USE IN THE DESIGNATED ABSORPTION SYSTEM AREA SHOULD BE MINIMIZED TO PREVENT SOIL PERMEABILITY o —� REDUCTION DUE TO COMPACTION PLUS POSSIBLE TRENCH CAVE-IN AND DISTRIBUTION PIPE f———————————— ——————————— N M/SAL/GNMEN T/BREAK AGE. EXISTING � i, � a vi SEPTIC ❑ EXISTING O O TANK SEPTIC J' 4i PINE TANK \ _ FRE W E 3) AFTER A FINAL GRADE CHECK, TRENCH EXCAVATION MAY BEGIN. TRENCH DEPTH SHALL BE AS TREE SHALLOW AS POSSIBLE, BUT NOT LESS THAN 18 INCHES. TRENCHES SHALL BE EXCAVATED TO DESIGN DEPTH WITH BOTTOMS PRACTICALLY LEVEL. ; PROPOSED 4" PVC PINE 4) FOLLOWING EXCAVATION, THE TRENCH BOTTOMS SHOULD Bc GRADED BY HAND. THZ BOTTOMS OF SDR -35 (GASKETL'D TREE BELL) AT 1,T MIN. W I\ 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 z IMMEDIATELY RAKED AFTER FINAL GRADING AND AT LEAST SIX INCHES OF AGGREGATE PLACED IN THE TRENCHES. 0 o O PINE O 5) GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY INSTALLED AT A SLOPE OF %6 TO %32 INCH PE_R EXISTING TREE J FOOT. PRESSURE OR DOSED DISTRIBUTOR PIPE SHALL BE INSTALLED LEVEL. GRADES SHALL BE MOBILE 2 0 r_ W DETERMINED BY AN ENGINEER'S LEVEL, TRANSIT OR CARPENTER'S LEVEL. AN EASY METHOD OF HOME ti W m MEASURING THE I/r6 INCH PER FOOT SLOPE FOR DISTRIBUTOR PIPE IS TO TAPE A %4 INCH BLOCK TO o 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 Z USED TO DETERMINE THE %6 INCH PER FOOT SLOPE. A %8 INCH BLOCK SIMILARLY USED WOULD a RESULT IN A %32 INCH PER FOOT SLOPE. ANOTHER METHOD USED TO ESTABLISH THE GRADE OF DISTRIBUTOR PIPE /S BY BATTER BOARDS. AGGREGATE SHALL BE INSTALLED IN THE TRENCHES TO W A DEPTH OF AT LEAST TWO INCHES ABOVE THE TOP OF THE DISTRIBUTOR PIPES. ADDITIONAL '^ L Q,T 48 LOT 47 AGGREGATE MAY BE REQUIRED TO BRING THE TOP OF THE AGGREGATE TO WITHIN SIX TO 12 INCHES OF FINAL GRADE. LOT 49 PROPOSED 4" PVC s SCH 40 AT 2% MIN. 6) AFTER THE UPPER AGGREGATE IS PLACED IN THE TRENCHES, THE GEOTEXTILE, UNTREATED BUILDING o PINE PAPER, HAY OR STRAW IS TO BE IMMEDIATELY INSTALLED ON THE AGGREGATE AND THE TRENCH TREE I BACKFILLED W1TH EXCAVATED SOIL. IF THE TRENCHES CANNOT BE IMMEDIATELY BACKFILLED, THE W TRENCHES SHOULD BE TEMPORARILY COVERED WITH AN IMPERVIOUS MATERIAL, SUCH AS TREATED PINE BUILDING PAPER TO PREVENT SIDEWALL COLLAPSE AND SILTATION INTO THE AGGREGATE. i TREE TREE 7) THE EARTH BACKF/LL /S TO BE MOUNDED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL (LE., NOT ? COMPACTED) TO ALLOW FOR SETTLING. FOLLOWING SETTLEMENT, THE ENTIRE AREA SHOULD BE W 3 3 3 GRADED WITHOUT THE USE OF HEAVY EQUIPMENT AND SEEDED WITH GRASS. HEAVY EQUIPMENT cUrs G w/ SHALL NOT ENTER THE ABSORPTION FACILITY AREA OR THE PROPOSED EXPANSION AREA AFTER THE , u STOP SUBSURFACE SEWAGE TREATMENT SYSTEM HAS BEEN CONSTRUCTED. i � PARKING PARk/NG PAR 8) A MINIMUM HORIZONTAL SEPARATION OF 10 FEET SHOULD EXIST BETWEEN THE HOUSE SEWER AND i AREA AREA AREA ANY WATERLINE. WHERE LINES MUST CROSS, THE WATER SERVICE LINE SHALL BE AT LEAST 12 w STREET TR ET-¢- INCHES ABOVE THE HOUSE SEWER. IF A WATER LINE MUST PASS BELOW THE HOUSE SEWER, THE SIGVERTICAL SEPARATION MUST BE AT LEAST 18 INCHES. w 9) ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM Q E.O.P. THE SYSTEM. WATER SOFTENER, WATER RECHARGE AND BACKWASH WASTES NORMALLY ARE 3 NOT TO BE DISCHARGED TO THE SYSTEM UNLESS A SEPARATE SUBSURFACE DISCHARGE TO x AN AREA 250 FEET FROM WELLS OR WATER COURSES IS UNAVAILABLE.- a FR, ,, q � A WINDSONG DRI VE �. .: NEW YORK STATE DEPARTMENT OF HEALfil � l_ 2 GLENS F S DISTRICT OFFICE E.O.P. � SHEET 1 OF 2 ..3 . . Dated: '�• � t a �,G SEPTIC DESIGN PREPARED FOR-- These plans for: EXISTING SANITARY STRUCTURES Q a PAGE DEVICES ARE TOINCLUDING CBEA CRUSHED NK AND S IN PLACE ��tr.y�`"w. LOT 47 AND 48 WINDSONGD611VIE o O AND FILLED WITH NATIVE MATERIAL. ``i'•x-rV�. �. N are hereby Approved by `^lf HOMES TEA D Vl L L A GE ty for the State �Commissioner of Health ' "' �• � � : ,� TOWN OF QUEENSBUR Y WARREN COUNTY, NEW YORK a NOTE: Tar „ SCALE: 1 " = 20' APRIL 4, 2008 ENVIRONMENTAL DESIGN PARTNERSHIP LLP MOBILE HOME UNITS TO BE PLACED WITH A MINIMUM 10 FT. HORIZONTAL SEPARATION. �,t`f � ; " , ' 900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621 ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING JAMES E. M/TCHELL P.E. 53,337 SEPTIC TANK TO BE PLACED 12"t BELOW FINISH GRADE W/ 2' DIA, ACCESSEXTENSION (M.H. GRADE RUNGS) TO SURFACE. 24" TAPERED HOLE & PLUG (TYPICAL) TOPSOIL FOR SETTLING =1 I I I I I I 1= -1 i 11 - =1111=i 111=I 11=1 I I 1=1 I I TERRATEX NO. 2 NONWOVE z Q I, I I EARTH 1111: -I 111- EARTH I I I I=1111= CONSTRUCTION FABRIC OR 1-11 UNTREATED BUILDING PAPEI 4 BACKFILL BACKFILL 1250 GAL. N 1-1 I I I OR STRAW 5'-3„ I Ill III I I=t l i l- 111=1111= TOP OF AGGREGATE 4" PVC MIN. TO BE WITHIN O cv OO 00 Q 6"-12" OF SURFACE O RAKE ANY PERFORATION JOINT�\ z SMEARED 5 O� TRENCH z z WALLS 7 O 3' THE SLOPE OF THE INLET PIPE O �Oo O C/`� O� BETWEEN THE RESIDENTIAL UNIT AND 1 1" THE SEPTIC TANK TO BE %r" PER FT 24„ Imo-- 24" 7k CRUSHED STONE OR GROUNDWATER BEDROCK WASHED GRAVEL MIN OR IMPERVIOUS LAYER 3/4" TO 1Y2" 5'-5" 4 -8 CROSS SECTIONAL VIEW LONGITUDINAL VIEW TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIC UNTREATED BUILDING PAPER OR PERMEABLE ffo?�2 —i , — GEOTEXTILE OR 4" LAYER OF STRAW 4'-5I(1= I 11=1 I i' ]Z, =4 -0 LIQUID 1250 GAL. 67 LEVEL 10'-2 p 00 O O O O 2" MIN. THE SLOPE OF THE OUTLET PIPE FLOW PROVIDE CAPS BETWEEN THE SEPTIC TANK AND THE 1 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 0 0 0 0 0 DISTRIBUTION BOX TO BE %a' PER F ON LINE ENDS T. O O00 OO OO � OO o o OO O HIGH DENSITY POLYETHYLENE PIPE SEALS PROVIDED AT ALL SLOPE PIPE PER FT. PIPE SPACING OF ABSORPTION TRENCH 6' D.C. SEPTIC TANK TO BE PLACED ON A 6" CONNECTIONS SHOWN. TRENCH BOTTOM TO BE NEAR TO 12" BEDDING LAYER OF PEA TRENCH PROFILE LEVEL AND RAKED STONE OR CRUSHED GRAVEL TANK CONCRETE: 400OPSI SIZE WEIGHTS, Las ABSORPTION TRENCH D ETA I L REINFORCEMENT: ASTM A615—GRADE 60 ASTM A185—GRADE 65 GALLONS TOP SLAB BOTTOM' TOTAL NOT TO SCALE ENRAINED AIR: 5.0%-9.0X MEETS ASTM C890 1250 2643 8443 11085 INCLUDES BAFFLE - SEAMLESS SEPTIC TANK 1250 GALLON GRADE ..NOT TO SCALE NO TE:I. PIPE JOINTS TO BE SEALED V ASPHALTIC MATERIALS OR EQUI VA 12" MIN REMOVABLE COVER 2. INVERT ELEVATIONS OF ALL OUTLET PIPES MUST BE EQUAL. f 6 f • R. PAVEMENT OR •` J. THE SLOPE OF OUTLET PIPES ORIGINAL GROUND BETWEEN THE DISTRIBUTION BOX • •: AND THE DISTRIBUTOR LATERALS SHOULD BE 1/8" PER FOOT. WHERE TRENCH SHIELD IS USED r—i i,—, ,— _I�1-1 I �< BAFFLE ' WITH THE APPROVAL OF THE I— SELECTED GRANULAR FILL TO A.O.B.E. = AS ORDERED BY ENGINEER INVERT ENGINEER, SHEETED TRENCH II BE PLACED UNDER PAVEMENT � � PAYMENT LIMITS WILL APPLY. NOTE: CONTRACTORS MUST COMPLY WITH ALL INLET 2"M/N EL E V. 1 1 LOCAL, STATE, & FEDERAL SAFETY REGULATIONS. ALL BACKFILL MATERIAL TO BE TRENCH SLOPES ARE GIVEN FOR (OSHA & N.Y.S. D.O.T.) 0 OUTLET CONTRACTOR TO USE SPEED LE1 PLACED IN 8" LIFTS AND MAX. PAYMENT LIMITS ONLY FOR BE COMPACTED TO 95% STANDARiD 3 PEN CUT AND ARE NOT INTENDED 3 © O E_ AS SUPPLIED BY FORT MILLER T PROCTOR D698 . TO REPRESENT STABLE SLOPES NOT INTENDED TO REPRESENT EQUALIZE FLOW. ASTM DEBRIS, FROZEN MATERIAL, LARGE UNDER FIELD CONDITIONS. A SAFE SLOPE CLODS OR STONES, ORGANIC I '. MATTER, OR OTHER UNSUITABLE _ 6" WIDE GREEN PLASTIC LOCATOR TAPE, MATERIALS SHALL NOT BE - I MARKED "CAUTION SEWER BELOW" 12" MIN USED AS BACKFILL.. TRACER WIRE #8 THNN STRANDED CLEAN SAND OR PEA GRAVEL SELECTED GRANULAR F14L COPPER OR STAINLESS STEEL PLACED IN 6" LIFTS AND A.O.B.E. SEE NOTES 1& MECHANICALLY TAMPED OR z c 2 DISTRIBUTION BOX �h ¢ x 2" THICK RIGID POLYSTYRENE INSULATION EDDTETON ASO SELL T Y LOCATIONS WITH LESS THAN 4' COVER). NOT TO SCALE GRANULAR D EXTEND TO MIN. 4' BELOW GRADE. BY ENGINEER (MECHANICALLY _ FORM TAMPED) OR TRENCH BOTTOM �SNOTU 2 0 _ 6" MIN, FOR PIPE 12" DIA. AND SMALLER ADDITIONAL DEPTH OF STONE E 12" MIN. FOR PIPE 14" DIA. AND LARGER NECESSARY TO PROVIDE A FIRM ����� � �� FOUNDATION. WHERE A WATER TABLE CONDITION EXISTS STONE BEDDING SHALL BE WRAPPED IN A SA NI TA R Y DETAILS FOR - - ON-WOVEN CEO-TEXTILE ENVELOPE (FABRIC EQUIVALENT TO AMOCO 4545) NOTES: LOT 4 7 AND 448 WINDSONG E ATIVE EXCAVATED GRANULAR MATERIAL 2) CRUSHED STONE NOT TO EXCEED #2 IN O NEW NEW YOW STATE(DEPARTMENT OF H4 E USED IF APPROVED BY THE SIZE. GRANULAR FILL TO MEET THE - 0 Glens Fads Mstrict Office'; ENGINEER. FOLLOWING REQUIREMENTS: HOMES TEA D VILLAGE Refer to first sheet for approved date and Wgraturs. 0 % IN EXCESS OF 3" 25 %-75% PASSING #4 SIEVE ~; TOWN OF QUEENSBUR Y WARREN COUNTY, N; 4 o %-15% PASSING #200 SIEVE SCALE: 1 20 APR/L TRENCH DETAIL ' f ENVIRONMENTAL. DESIGN PARTNE`RSH1 NOT To SCALE900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) ENGINEERING LANDSCAPE ARCHITECTURE LAND SL JAMES E. MITCHELL