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2006-771 TOWN OFQ UEENSBURY cow 742 Ba RoadQueensbury,NY 12804-5902 (518)761-8201 Bay Road, Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Perrnit Number. P20060771 Date Issued: Monday, November 29, 2010 This is to certify that work requested to be done as shown by Permit Number P20060771 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, (44,(' Variance, or other issues and conditions as a result of approvals by the Director of Building 8E Code Enforcement Planning Board or Zoning Board of Appeals. bk TOWN OF QUEENSBURY F 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20060771 Application Number. a20060771 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 2006-771 septic alteration for LOT 60 ALPINE AVE $35.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday, October 20, 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 f eens ` d4 S. tober 20, 2006 SIGNED BY - for the Town of Queensbury. Director of Building&Code Enforcement 307. (1 f ' OFFICE USE ONLY TAX MAP NO. PERMIT NO. 06 M PERMIT FEE if)CT 1 9 2006 APPROVALS: ZONING .TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT M ST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT , REVIEW BEFORE IS ANCE OF A VALID PERMIT. , `,, `� V//7/97( Jl/ (� y�j, /��OWNER: ` -J / F�I� 1 f : 1 INSTALLER: ///V /7337 �W Ala Ce ADDRESS: G'"' (2-2—e2Ne_ I) ADDRESS: PD 20i( 7-2--y 6" r PHONE NOS, <57S-- 5 cf S — I ` ) 12—/1 PHONE NOS. -7 / to —0 t -51) LOCATION OF INSTALLATION: V(3 if4.'(...- i NO.OF RESIDENCE INFORMATION: YEAR BUILT BEDROOMS X I COMPUTATION= I = i TOTAL DAILY FLOW GARBAGE 1980 or older X 150 gallon per bedroom i 1 INSTALLED?GRINDER } 1981 -1991 X 1 130 gallon per bedroom ! _ SPA OR HOT TUB 1992-present X 110 gallon per bedroom j = INSTALLED? , PARCEL INFORMATION: kr pet___ AKro Jen PG A►Jf ✓ TOPOGRAPHY: FLAT ROLLING "....----;TEEP 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: I 00 J GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH 6.-:-) FT. ✓ TOTAL SYSTEM LENGTH: /57- FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. ✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS (12— 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. t NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. 0 1 III,.iiiiii III 1111 iiiii III iii II iiiii 41,1.11111 ii Illi • ill iiiii 11. . • .1•Ili1•11 . 1 iiii I iiiiii A• I. •. 111 ii 1 iiiii IIIIIi1111 iiiiiiiiiiiiii/ii,. 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 a ee to abide by these and all requirements of the Town of QUESTIONS? CALL 761-8256 OR EMAIL lb e nsbury Sena age Disposal Ordinance. cEBSIodesTE ueR MOREv.net VISIT OUR WEBSITE FOR INFORMATIQN if1 —Z� www.queensbury.net ila,(AAI ture of Perso esponsible/ ` Date • ri/f>;r'.i Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 ,. L_ Septic Inspection Report Office No. (518)761-8256 Date Ins•ection re. 0 Agird- ' ved• Queensbury Building&Code Enforcement Arrive: 4..• •-•• . 4 P /0-a art: ` t ani/ m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia y NAME: • 63 g�E i,JD PE'4 I NO.: (o-'LP?� LOCATION: 3-j (p C O2lk / ) P.,SPECT ON: ( //0 —36-0(2 RECHECK: • Comments and/or diagram Soil Typf oam/Clay Type of Water unicipa ell Water Waterline separatio ft. Well separation distance ft. Other wells: ft. 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 4" !-}� r` Tank to Dis &x Ht t � NOQ M o i Di ( G Opening Sealed•) N/Partial PI i t5 Location/Separations Foundation to tank ca. ��\ 1 CO ft. E Foundation to absorption t. Separation of Pits ft. `r loo(), 6AL Conforms as per Plot Plan Y�N ct :i9I\ Location of System on Property: A� Front Rear Left Side Right Sideirlir Middle F ont M. e Rear ,��,\- 6 S 'stem Use S tus: b \ Approved • Partial Approved and needs to be re-inspected,please call the Building&Codes Office ' �� Disapproved L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518) 761-8256 Date Inspection r-• �.�, - ed: Queensbury Building &Code Enforcement Arrive: • 'ro _4[5epart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials NAME: �1���� -ate 1 �-i �4= R IT NO.: u(0_--1 - LOCATION: Lc O k LP l Fc -7 iaJP-- 9SPECT ON: I O - 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. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches _T 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 I N/ Partial End Cap Inlet/Outlet Pipes &Baffles _ Y N Location / Se -rations Foundation to tank ft. Foundation to absor•tion ft. Se•aration of Pits ft. Conforms as per Plot Plan N Ens ineer Report and As-Built Y—N Location of System on Property: Front Rear Left Side Right Side Middle Fron Middle Rear S stem Use Sta, s: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 P.Iwu1111111111 • II II NW ENVIRONMENTAL DESIGN PARTNERSHIP, LLP October 25, 2006 New York State Department of Health 77 Mohican Street Glens Falls,NY 12801 Attn: Mike Shaw Re: Homestead Village Mobile Home Park Lot 60 Dear Mike: On October 24, 2006 I visited the site of Lot 60 of the Homestead Village Mobile Home Park on Alpine Ave. in the Town of Queensbury. The purpose of this visit was to observe the installation of the new septic system designed by EDP and approved by your office on October 6,2006. The approved plans are entitled: SHEET 1 OF 2 SEPTIC DESIGN PREPARED FOR LOT 60 ALPINE AVENUE HOMESTEAD VILLAGE TOWN OF QUEENSBURY SEPTEMBER 21, 2006 SHEET 2 OF 2 SANITARY DETAILS FOR LOT 60 ALPINE AVENUE HOMESTEAD VILLAGE TOWN OF QUEENSBURY SEPTEMBER 21, 2006 Based on my review of the plans and observation of the installation it is my opinion that the installation of the system is in compliance with the intent of the design plans. Please contact me should you have any questions regarding this system. Sincerely, Dennis MacElroy, PE Cc: Dave Hatin, Town of Queensbury Larry Pasco, Homestead Village Mobile Home Park 900 Route 146, Clifton Park, New York 12065 phone (518)371-7621 -fax(518)371-9540 /0 - ` / . %5 bAy /0/x/6 Septic Inspection Report Office No. (518) 761-8256 Date Inspection ,. -•-ived: Queensbury Building &Code Enforcement Arrive: 1 It.,,.: D.-0.rt: \ -Z ary 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia s: . NAME: IAo C.-�?TEA� P RMIT NO.: I. LOCATION: :��/60 P r�E INSPECT ON: irk`. C+ 6 RECHECK: (/-f pi ate) _ Comments and/or diagram Soil Type: Sand L . Type of Wate _ um I Well Water Waterline sepa ion !stance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench 1c� . ft. Depth of trenches Z—3 ft. Size of Stone _fp Z Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank 4C.-H )-ID Tank to Distribution Box 1I" DL 35— Distribution 7Distribution Box to Field/ Pit 1-11/ 3 n2 35-- m ( Opening Sealed.N/ Partial 1( End Cap 0K/A l' Inlet/Outlet Pipes&Baffles / —N Location/ Separations J=eanciatiorrto tank — ---ft. a to absorption _e_ ft. Separation of Pits 1 ft. i , E_6L`1�_ 'V�7. Conf lot Plan r�.� �`� gineer Report a d As-Built _Y T N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: proved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 /—HEAVY DUTY MANHOLE FRAME FINISH GRADE AND COVER BY CAMPBELL OR EQUAL —_ I=IIII =IIII_ N III=IIII_—IIIIIII�- —IIIII 11—IIII= AC CESS EXTENSIOII =i IT, II_I ASPHALTIC SMHI.GRADE RINGS SEAL D. AS PER FORT MILLER OR EQUAL (AS REQUIRED) INLET OUTLET 4' OR —� 3" MIN_ I BLDG. SEWERFA� zSANITARY= WATER TIGHT JOINT (TYP.) TEE ro PARGE W/NON-SHRINK GRO T FULL z w 4" MIN. INSIDE & OUT ALL JOINTS BELO u SANITARY TEE LIQUID LEVEL TO BE BITUMINOUS j WATERTIGHT AND INTERIOR - o_ LEAKAGE TESTED COAT Q PRIOR TO BACKFILLING KOP 300M O I j BAFFLE WITH OR EQUAL I j 4"X18" MIN. MAY NOT BE REQUIRED s `6" TO 12" LAYER PEA GRAVEL OR SCRUSHED STONE SECTION VIEW BEDDING LAYER NOTE: 24" I.D. TAPERED INLET INVERT IS 3" ABOVE PLUG (TYP.) ASPHALTIC (2" MIN.) SEAL THE SLOPE OF THE OUTLET PIPE BETWEEN THE SEPTIC TANK AND THE j DISTRIBUTION BOX TO BE Y4" PER FT. INLET H OUTLET Tic �I (Al THE INLET PIPE I PESIDENTIAL UNIT AND NOTE: VK TO BE Y4" PER FT. i FE MMAYNOTBE BAFFLE NOT REQUIRED FOR REQUIRED TANKS LESS THAN 10 FT. LENGTH PLAN VIEW 6,NK SIZE MIN. LIQUID DEPTH "A" TANK DIMENSIONS "B"X"C" "0" "1" HEIGHT 000 GAL. 5'-0" 4'-3" x 8'-2" 5'-6" 5'-9" 8 TOPSOIL FOR SETTLING I=I I=� I I I=1 I —II I I—III 1= -_—_- =I (I—I I I I= —II II— I I I I—I I I I, I I I—) I I I —I I I I TERRATEX NO.2 NONWOVEN -IIII— CONSTRUCTION FABRIC OR (( EARTH IIII —)III- EARTH IIII— UNTREATED BUILDING PAPER BACKFILL =IIII=1 BACKFILL I=IIII OR STRAW I I—I 11=1111 1—I I I I- III=1111= TOP OF AGGREGATE OO 00 O 00 0 "PVC MIN. TO BE WITHIN 6"-12" OF SURFACE O RAKE ANY PERFORATIO OINT J NOT TO SCALE 16'-- 2 SMEARED (SEE DETAIL - SHEET 2) - 'I SEPTIC TANK (HEAVY DUTY SEPTIC TANK) TRENCH CONSTRUCTION NOT TO SCALE W o o D s FORT MILLER OR EQUAL NOTE: 1. PIPE JOINTS TO BE SEALED WITH PROPOSED D1STR/BUTTON BOX #2 _- THE SOIL _MOISTURE CONTENT IS HIGH. IF A FRAGMENT OF SOIL FROM APPROXIMATELY NINE INCHES O O WALLS �p � O I - - O 0 REMOVABLE COVER - - 2. --INVERT ELEVATIONS OF ALL PROPOSED ABSORPTION FIELD O TRENCH LOCATIONS AND DEPTHS SHOULD BE MARKED BY STAKES BEFORE TRENCHES ARE - OUTLET PIPES MUST BE EQUAL. (SEE DETAIL - SHEET 2) CRUSHED STONE OR REGRADED OR SIMILARLY DISTURBED, THE SOIL SHALL BE ALLOWED TO STABILIZE (I.E., SETTLE GROUNDWATER BEDROCK WASHED GRAVEL OR IMPERVIOUS LAYER 3/4" TO 1Y2" NATURALLY FOR A PERIOD OF AT LEAST SIX MONTHS, INCLUDING AT LEAST ONE FREEZE -THAW CROSS SECTIONAL VIEW LONGITUDINAL VIEW TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIC NTREATED BUILDING PAPER OR PERMEABLE —IIII IIII- i I -III — GEOTEXTILE OR 4" LAYER OF STRAW � I I PIIIII—IIII—I _ _IIII-IIII—i � I I=I (I �=1 I 11= o o ao� oo D D D OQ 01-2 REDUCTION DUE TO COMPACTION- PLUS POSSIBLETRENCHCAVE-IN -AND DISTRIBUTION -PIPE FLOW 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 o PROVIDE CAPS ON LINE ENDS D� Do �O DD oo OD - SLOPE PIPE X6" -Y32" PER FT. SPACING OF ABSORPTION TRENCH 6' O.C. FACING DOWN ON THE DOWNSTREAM TOP OF THE DISTRIBUTOR PIPE, A CARPENTER'S LEVEL CAN BE ' TRENCH BOTTOM TO BE NEAR TRENCH PROFILE LEVEL AND RAKED ABSORPTION TRENCH DETAIL J NOT TO SCALE 16'-- 3) SEPTIC TANK (SEE DETAIL - SHEET 2) - 'I SEPTIC TANK (HEAVY DUTY SEPTIC TANK) GRADE _ CONSTRUCTION NOT TO SCALE W o o D s FORT MILLER OR EQUAL NOTE: 1. PIPE JOINTS TO BE SEALED WITH PROPOSED D1STR/BUTTON BOX #2 _- THE SOIL _MOISTURE CONTENT IS HIGH. IF A FRAGMENT OF SOIL FROM APPROXIMATELY NINE INCHES - (SEE DETAIL - SHEET 2) ASPHALTIC MATERIALS OR EQUIVALENT. I - - 12" MIN REMOVABLE COVER - - 2. --INVERT ELEVATIONS OF ALL PROPOSED ABSORPTION FIELD - TRENCH LOCATIONS AND DEPTHS SHOULD BE MARKED BY STAKES BEFORE TRENCHES ARE - OUTLET PIPES MUST BE EQUAL. (SEE DETAIL - SHEET 2) 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 5) GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY INSTALLED AT A SLOPE OF riV b TO Y32 INCH PER CYCLE) AND NEW PERCOLATION AND DEEP HOLE TESTS CONDUCTED. HEAVY EQUIPMENT USE IN THE - - _ _ °. • . .. •. •. .. J. -THE -SLOPE OF. OUTLET PIPES REDUCTION DUE TO COMPACTION- PLUS POSSIBLETRENCHCAVE-IN -AND DISTRIBUTION -PIPE - - MISALIGNMENT/BREAKAGE. MEASURING THE Y6 INCH PER FOOT SLOPE FOR DI IS TO TAPE A TO BETWEEN THE DISTRIBUTION BOX - FACING DOWN ON THE DOWNSTREAM TOP OF THE DISTRIBUTOR PIPE, A CARPENTER'S LEVEL CAN BE ' AND THE DISTRIBUTOR LATERALS PAVEMENT OR - DISTRIBUTOR PIPE IS BY BATTER BOARDS. AGGREGATE SHALL BE INSTALLED IN -THE TRENCHES -TO SHOULD BE 1/8" PER FOOT. A DEPTH OF AT LEAST TWO INCHES ABOVE THE TOP OF THE DISTRIBUTOR PIPES. ADDITIONAL -- ORIGINAL GROUND BAFFLE ••. OF FINAL GRADE. LOT 60 -- LOT 59 - _ ) 6 AFTER THE UPPER AGGREGATE IS PLACED IN THE TRENCHES, THE GEOTEXLE, UNTREATED BUILDING TI INVERT PAPER, HAY OR STRAW iS TO BE IMMEDIATELY INSTALLED ON THE AGGREGATE AND THE TRENCH SHIELD IS USED -i i — ;—; -I I 1-� i :_. 1 -III-` I ' - INLET - 2 "MIN EL E V. TRENCHES SHOULD BE TEMPORARILY COVERED WITH AN . IMPERVIOUS MATERIAL, SUCH AS TREATED BUILDING PAPER TO PREVENT SIDEWALL COLLAPSE AND SILTATION INTO THE AGGREGATE )VAL OF THE _ TED TRENCH II SELECTED GRANULAR FILL TO BE PLACED UNDER PAVEMENT — A.O. B.E. = AS ORDERED BY ENGINEER © O EVELERS OUTLET CONTRACTOR TO USE SPEED LEVELERS- WILL APPLY. NOTE: CONTRACTORS MUST COMPLY WITH ALL 1 LOCAL, 1 LOCAL, STATE, & FEDERAL SAFETY REGULATIONS. ' AS SUPPLIED BY FOR MILLER TO L BACKFILL MATERIAL TO BE TRENCH SLOPES ARE GIVEN FOR OSHA & N.Y.S. D.O.T. ( ) ' EQUALIZE FLOW. PLACED IN 8" LIFTS AND - MAX. PAYMENT LIMITS ONLY FOR 3 3 - — - - MPACTED TO 95% STANDARD PROCTOR (ASTM D698). PEN CUT AND ARE NOT INTENDED To REPRESENT STABLE SLOPES NOT INTENDED TO _REPRESENT �. , ... S, FROZEN MATERIAL, LARGE -1 UNDER FIELD CONDITIONS. A SAFE SLOPE ,LODS OR STONES, ORGANIC I l2" MIN CLEAN OR PEA GRA VEL - TER, OR OTHER UNSUITABLE 6" WIDEGREENPLASTIC LOCATOR TAPE,_SA_ .ND MATERIALS SHALL NOT BE - MARKED "CAUTION SEWER BELOW" USED AS BACKFILL. TRACER WIRE #8 THNN STRANDED COPPER OR STAINLESS STEEL R _ SELECTED GRANULAR FILL - 2 D I STR I V UTI O N B O X PLACED IN 6" LIFTS AND MECHANICALLY TAMPED OR „ f° y $ T - --(DNOT TO SCALE - - A.O.B.E. SEE -NOTES 1&2. r , r �' �:.� 4�� �,2,'� �,� , �. r ti>` `t1� 2" THICK RIGID POLYSTYRENE INSULATIONVff -- CRUSHED STONE OR SELECT � sl'lkr ,_; ;; LOCATIONS WITH LESS THAN 4' COVER). - - IULAR MATERIAL AS ORDERED ` EXTEND TO MIN. 4'- BELOW GRADE. - - BY ENGINEER (MECHANICALLY D) OR A.O.B.E. SEE NOTE 2. STABLE TRENCH BOTTOM USE 'F 6" MIN. FOR PIPE 12" DIA. AND SMALLER_ - ITIONAL DEPTH OF STONE AS �;; 12" MIN. FOR PIPE 14" DIA. AND LARGER L^LJc�� O� SH 'ESSARY TO PROVIDE A FIRM FOUNDATION. WHERE A WATER TABLE CONDITION EXISTS SA NI TA R Y DETAILS FOR STONE BEDDING SHALL BE WRAPPED IN A ON -WOVEN GEO-TEXTILE ENVELOPE (FABRIC EQUIVALENT TO AMOCO 4545) LOT 60 ALPINE AVENUE 1) NATIVE EXCAVATED GRANULAR MATERIAL 2) CRUSHED STONE NOT TO EXCEED #2 IN HOMES TEA D VILLA GE - MAY BE USED IF APPROVED BY THE SIZE. GRANULAR FILL TO MEET THE ENGINEER. FOLLOWING REQUIREMENTS: / , TOWN OF QV EENSB✓JR Y WARREN COUNTY, NEW YORK - 0 % IN 25 %-75% EXCESS OF 3" PASSING #4 SIEVE SCALE: 1 " -= 20' SEP TEMBER 21, 2. 006 - 0 %-15% PASSING #200 SIEVE - - ENVIRONMENTAL DESIGN PARTNERSHIP LLP r1 -rmr—k 1^1 1 of TA II � NOT TO SCALE TION REQUIREMENTS: - ER OF RECORD TO INSPECT TRENCHES PRIOR TO BACKFILLING. NOR7-H LOT 56 EXIS77NG MOBILE 900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7629 ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING JAMES E. MITCHELL P.E. 53,337 BORING AND PERCOLATION TEST: TEST PERFORMED SEPTEMBER 27, 2006 - - 0-5' MEDIUM FINE SAND NO WATER OR MOTTLING - PERCOLATION RATE APPROXIMATELY ONE MINUTE SEPTIC DESIGN: - APPLICATION RATE = 1.2 GAL./SF/DAY 3 BEDROOMS AT 100 GALLONS/BEDROOM —300 GALLONS USE 3 LINES AT 50 FT. EACH (SPACED 6 FT. ON—CENTER) HOME LOT 57 LOT 58 W O O D S - PROPOSED 1000 GALLON 3) SEPTIC TANK (SEE DETAIL - SHEET 2) SHALLOW AS POSSIBLE, BUT NOT LESS THAN 18 INCHES. TRENCHES SHALL BE EXCAVATED TO 'I PROPOSED 4" PVC PROPOSED 4" PVC SDR -35 DESIGN DEPTH WITH BOTTOMS PRACTICALLY LEVEL. SCH 40 AT 290 MIN. (GASKETED BELL) AT 19 MIN. CONSTRUCTION NOTES: W o o D s 1) CONSTRUCTION OF ABSORPTION, FACILITIES SHALL NOT OCCUR WHEN THE GROUND IS FROZEN OR PROPOSED D1STR/BUTTON BOX #2 _- THE SOIL _MOISTURE CONTENT IS HIGH. IF A FRAGMENT OF SOIL FROM APPROXIMATELY NINE INCHES - (SEE DETAIL - SHEET 2) BELOW THE SURFACE CAN EASILY BE ROLLED INTO A RIBBON INSTEAD OF CRUMBLING, THE I MOISTURE CONTENT IS TOO HIGH FOR CONSTRUCTION PURPOSES. OBVIOUSLY, SOME SILT OR CLAY ASSURE THAT EACH IS PRACTICALLY LEVEL. TRENCH BOTTOMS AND SIDEWALLS SHOULD BE I MUST BE PRESENT FOR A RIBBON TO BE FORMED. PROPOSED ABSORPTION FIELD 2) TRENCH LOCATIONS AND DEPTHS SHOULD BE MARKED BY STAKES BEFORE TRENCHES ARE 3 LINES AT 50 FT. EACH EXCAVATED. THE NATURAL SURFACE SHALL NOT BE SIGNIFICANTLY DISTURBED. IF THE SITE IS (SEE DETAIL - SHEET 2) 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 5) GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY INSTALLED AT A SLOPE OF riV b TO Y32 INCH PER 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 REDUCTION DUE TO COMPACTION- PLUS POSSIBLETRENCHCAVE-IN -AND DISTRIBUTION -PIPE - - MISALIGNMENT/BREAKAGE. EXIS77NG MOBILE HOME EEN-S� WOODS I� EW.,Y(9RK STATE pFpgRTAnFnrT (3p� HEA�I�M i EARTH BACKFILL IS TO BE MOUNDED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL I.E., NOT. PACTED) TO ALLOW FOR SETTLING._ FOLLOWING SETTLEMENT, THE ENTIRE AREA SHOULD BE. tF r _ GRADED WITHOUT THE USE OF HEAVY EQUIPMENT AND SEEDED WITH GRASS. HEAVY EQUIPMENT bSHALL NOT ENTER THE ABSORPTION FACILITY AREA OR THE PROPOSED EXPANSION AREA AFTER THE PARKING _ SUBSURFACE SEWAGE TREATMENT SYSTEM HAS BEEN CONSTRUCTED. AREA - - 1 j 2000 � U OF Q EENS9U RY I O I , � UIL I AND _ #mss . a� _;,� - ' I +� 91 TUOS91d -Osie - _ I1i wnao S, nn for the State COMMissio r of Health - � Vit!°� `�� li - , 0 - SHEET 1 OF 2/� SI,aqs A! inn E cn tier ALPINE AVENUE SEP TIC DES/ GN PREf'A REDS` FOR �W LOT 60 ALPINE A VENUE W ' - HOMES TEA D VILLAGE TOWN OF QUEENSBURY "• WARREN COUNTY, NEW YORK SCALE: 1 " = 20' SEPTEMBER 21, 2006 ENVIRONMENTAL DESIGN PARTNERSHIP, LLP 900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621 -TOME UNITS TO BE PLACED WITH A MINIMUM 10 FT. HORIZONTAL SEPARATION. ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING JAMES E. MITCHELL P.E. 53,337 3) AFTER A FINAL GRADS CHECK, TRENCH EXCAVATION MAY BEGIN. TRENCH DEPTH SHALL BE AS SHALLOW AS POSSIBLE, BUT NOT LESS THAN 18 INCHES. TRENCHES SHALL BE EXCAVATED TO 'I DESIGN DEPTH WITH BOTTOMS PRACTICALLY LEVEL. 4) FOLLOWING EXCAVATION; THE TRENCH BOTTOMS SHOULD BE GRADED BY HAND. THE BOTTOMS OF 0 I I I I I THE TRENCHES SHOULD BE CHECKED BY A TRANSIT, ENGINEER'S LEVEL, OR CARPENTER'S LEVEL TO I ASSURE THAT EACH IS PRACTICALLY LEVEL. TRENCH BOTTOMS AND SIDEWALLS SHOULD BE I EXIS77NG IMMEDIATELY RAKED AFTER FINAL GRADING AND AT LEAST SIX INCHES OF AGGREGATE PLACED IN m I MooM� THE TRENCHES. I WOOD S 5) GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY INSTALLED AT A SLOPE OF riV b TO Y32 INCH PER I 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 Y6 INCH PER FOOT SLOPE FOR DI IS TO TAPE A TO ONE END OF A STRAIGHT FOUR FOOT BOARD. PRIBUTGRTPIE -BY END WIT4HINTHE BLOCK FACING DOWN ON THE DOWNSTREAM TOP OF THE DISTRIBUTOR PIPE, A CARPENTER'S LEVEL CAN BE USED TO DETERMINE THE X16 INCH PER FOOT SLOPE. A Ya INCH BLOCK SIMILARLY USED WOULD RESULT IN A Ys2 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 -�- 1 A DEPTH OF AT LEAST TWO INCHES ABOVE THE TOP OF THE DISTRIBUTOR PIPES. ADDITIONAL -- AGGREGATE MAY BE REQUIRED TO BRING THE TOP -OF THE AGGREGATE TO WITHIN SIX TO 12 INCHES _ OF FINAL GRADE. LOT 60 -- LOT 59 - _ ) 6 AFTER THE UPPER AGGREGATE IS PLACED IN THE TRENCHES, THE GEOTEXLE, UNTREATED BUILDING TI PAPER, HAY OR STRAW iS TO BE IMMEDIATELY INSTALLED ON THE AGGREGATE AND THE TRENCH BACKFILLED WITH --EXCAVATED SOIL. IF THE TRENCHES CANNOT BE IMMEDIATELY BACKFILLED, THE 1 TRENCHES SHOULD BE TEMPORARILY COVERED WITH AN . IMPERVIOUS MATERIAL, SUCH AS TREATED BUILDING PAPER TO PREVENT SIDEWALL COLLAPSE AND SILTATION INTO THE AGGREGATE I� EW.,Y(9RK STATE pFpgRTAnFnrT (3p� HEA�I�M i EARTH BACKFILL IS TO BE MOUNDED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL I.E., NOT. PACTED) TO ALLOW FOR SETTLING._ FOLLOWING SETTLEMENT, THE ENTIRE AREA SHOULD BE. tF r _ GRADED WITHOUT THE USE OF HEAVY EQUIPMENT AND SEEDED WITH GRASS. HEAVY EQUIPMENT bSHALL NOT ENTER THE ABSORPTION FACILITY AREA OR THE PROPOSED EXPANSION AREA AFTER THE PARKING _ SUBSURFACE SEWAGE TREATMENT SYSTEM HAS BEEN CONSTRUCTED. AREA - - 1 j 2000 � U OF Q EENS9U RY I O I , � UIL I AND _ #mss . a� _;,� - ' I +� 91 TUOS91d -Osie - _ I1i wnao S, nn for the State COMMissio r of Health - � Vit!°� `�� li - , 0 - SHEET 1 OF 2/� SI,aqs A! inn E cn tier ALPINE AVENUE SEP TIC DES/ GN PREf'A REDS` FOR �W LOT 60 ALPINE A VENUE W ' - HOMES TEA D VILLAGE TOWN OF QUEENSBURY "• WARREN COUNTY, NEW YORK SCALE: 1 " = 20' SEPTEMBER 21, 2006 ENVIRONMENTAL DESIGN PARTNERSHIP, LLP 900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621 -TOME UNITS TO BE PLACED WITH A MINIMUM 10 FT. HORIZONTAL SEPARATION. ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING JAMES E. MITCHELL P.E. 53,337