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2003-700
i' TOWN OF QUEENSBURY f 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761.8256 CEIRWTIFICA.TE OF COMPLIANCE Permit Number: P20030700 Date Issued: Monday, July 11,2005 This is to certify that work requested to be done as shown by Permit Number P.20030700 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 Residential By Order of Town Board TOWN OB QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Director of Building&Code E orcement Planning Board or Zoning Board of Appeals. M TOWN OF QUEE.NSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030700 Application Number: A20030700 Tax Map No: 523400-309-009-0002-00 1-000-0000 Permission is hereby granted to: FTONTFSTRAD VT[,T,ACTF. T,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 an Id 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 Septic Alteration Residential 4294 ROUTE 5 Total Value CALEDONIA, NY 14423 Contractor or Builder's Name Address Electrical Inspection Agency T.B.S. SEPTTC 2 LOWER WARREN STREET OTTEENSBURY. NY Plans&Specifications 2003-700 LOT #125 HOMESTEAD VILLAGE SEPTIC ALTERATION AS PER PLOT PLAN SPECIFICATIONS $25.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Monday,August 23,2004 (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 own Que b August 23,2003 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Application for Permit—Septic Disposal Systoin Tvwn of Queensbttty 7,1213uylluarl Queenshur g NY 1280.1 (518) 761-8256 i. OWNER INFORMATION: _...................._......_.. __..........__.._._ _...___.._.— _. ....�..._...._� Homestead Village Trailer Park office Use "� Location of installation: 1 e $ —4�b File Permit No: (03—,. E Tax Map No.30c),9 /_2. Fee Paid�— Owner's Nacho:_Af nrciahl P crPat- Tnnnt-;nri� Address: 4204 Rt.5 Caledonia, NY 114423 2. INSTALLER'S NAME :_ TRS Sept-;c PHONE NO.79a=81 94 3. RESIDENCE INFORMATION: (circlo year of dwelling, indicate It bedrovm(v) and mtiltiply 11 of bedrocsms with applicable ga11onr Per bedroom to equal total daily.Jlou') See Plans Year of House: No. of Bedrooms x Commitatiou = Total Daily Flow 1980 or older x 150 gal/bdrin = 1980.—1991 x 130 gal/bdrm = 1991 —present x IIDgal/bdrm = hr 71 j D o Garbage Grinder Installed yes_ f no AUi4 ,.`% ?J03 Spa or Whirlpool Installed yes_ / no ®qp Ll!>aDINi= j;-AD f3E.�9 4. PARCEL INFORMATION: (circle applicable information &indicate nccasc)rcccccuts)--See rra Tgpsg��,plty Sgil 1�Ia3trrQ _�rpittiel�V�ior F3edrocle,ot_It)�lierv_ious Matel_sal__fa0t)�4stIC_W�Ces_Sllt)t)Ix 1%rl scnrcl at uvhut clepth of)that depth nuu)iclpu/ Itnllirrg loam feet well feet Steep slope clay if tve11; water supply _%slope other from any septic-systen) depth: crbsotlnion is ft. other Percolation Test: (To be completed by licensed professional et)gineer or arcliiiect) Rah.': __tttintfte Per inch 5. PROPOSED SYSTEM: For New Constnrctiow All individual sewage disposal systems crust be designed by a licensed professional eitgiciccr or architect(unless instalicd in a Platcning 13oard approved subdivision): Add 250 gallons to the size of tic septic lank and Icach field for each G;trbagc Grinder,Spa or Whirlpool Tub. See Plans Septic Tank: gallan (ruin. size 1,000 ga!) Tile Field: Lack[rench Jl. . Total System Length: , Soepago Pit(s): number of size ofeach: ft. by ff. Size of Stone to be used: ll /. depth or thickness feet Bed System Size: x. Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) See Plans Number of tanks: . f Size of eacic: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved loctrical-inswect c)n 286acy. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON (please read) For your protection, please note that pursuatct to Section,136-29 of tl)o Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon auuy material cuisreprcseictadoti or failure to snake a material fact or circuinstancc.kicown by or.oci behalf of ail applicntit, shall be void. I have read taco a ntiadons with respect to this appticatiotc and agrco to abide by these and all requirements of Me Town of Quecnsbury Sanitary Scwnge Disposal Ordinance. Slg ture of responsible person Oa e,u Septic Inspection Report Me No. (518) 761-8256 Da In on uest e* I Queensbury Building&Code Enforcement Arrive: a 742 Bay Rd.,Queensbury, NY 12804 Insp r's Initia NAME: x MIT NO.: LOCATION: tmr�1,12 x INSPECT ON: (S2 RECHECK: chE i tc_ Commenta and/or diagram Sail Type: Sand/ Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance • Evf k 1 P'C---D � V)EVt�Llaz> 1)�E Well separation distance Other wells: Absorption Field: Total length ft. "d Length of each trench 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/ Partial End Cap Inlet/Outlet Pipes&Baffles Location/ Sep @rations,_ Foundation to tank Foundation to iii sor Lion --ft. Separation of Pits -ft.. -- Conforms as per Plot Plan _--Y_-N Engineer Report and As-Built Y_N Location.of System on Property: Front Rear Left Side Right Side Middle Frio Middle Rear 5ystem Use to s: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 116105 4 �r N �U x a o U w� i las 8-.- 9 n�� S• � a 0e � `V Septic Inspection Report Office No.(5 18)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: l PERMIT NO.: 'Cow LOCATION: INSPECT ON: 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 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/Partial End Caps Location/Separations Foundation to tank Foundation to absorption -Separation of Pits Conforms as per Plot Plan VY N Engineer Report and As-Built —Y_N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Stag : Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 1/6/05 APPROXIMATE LOCATION PLAN SCALE: N.T.S. EXISTING / BY OTHERS: (existing features denoted by lower case lettering) NEW / PROPOSED IN THIS DESIGN: TEST HOLE: PERCOLATION TEST: U DRAWING / DETAIL REFERENCE TAG; NOTE. s-1 01 SEE DRMYMC III FOR DETAIL DETmL IT 2 DETAIL REFERENCE TAG: D1 SEE DRAWING / FOR DETAIL SECTIDN CUTDIRECTION SECTION REFERENCE TAG: "'"a"Di N LETTER SEE DRAWING j FOR SECTION 4" 1 DISTRIBUI PIP "EQUALIZER 21 1. INFILTRATI CHAMBER LATERAL (TYI i ABANDONED CESSPOOL ■f!T ATBR PLAN FMLD + - +w EXISTING SHED EXISTING PORCH GRAPHIC SCALE 10 0 5 10 20 40 ( 1R TBCF ) GENERAL NOTES: 0-1) BASE MAP BASED ON LIMITED FIELD MEASUREMENTS AND INFORMATION PROVIDED BY OWNER. G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION: CONTACT UFPO AND RECORD FILE f. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITMTMIG CONSTRUCTION; CONFLICTS OR DISCREPANCIES SMALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. 0-3) CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE SYSTEM WAS CONSTRUCTED (NO DESIGN CHANGES PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER AND APPROVAL AGENCY). 0-4) CONSTRUCTION OF NEW PIPING, TANKS AND LEACHING SYSTEM SHALL BE N CONFORMANCE WITH THE NYS DEPT. OF HEALTH, TOWN OF OUEENSBURY WASTEWATER STANDARDS, AND DETAILS/SPECS ON THESE DOCUMENTS, CONFLICTS SMALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. 0-5) SUBSURFACE INVESTIGATION TO BE PERFORMED AT TIME OF CONSTRUCTION TO VERIFY EXISTING SOIL CONOTKXJS. 0-6) DESIGN CALCULATIONS BASED ON RESULTS OF SUBSURFACE INVESTIGATIONS PERFORMED AT NEAR BY LOCATIONS. 0-7) FROM A GENERAL UNDERSTANDING BETWEEN THE TOWN OF OUEENSBURY, THE NEW YORK STATE DEPT, OF N[ALTH AND THIS OFFICE WHEN INSTALLING LEACHING SYSTEMS ANACENT TO MOBILE HOMES WITHOUT FULL FOUNDATIONS (BASEMENTS) THE REOUIRED HORIZONTAL 20' SETBACK BEWTEEN THE LEACHING SYSTEM AND THE STRUCTURE MAY BE WANED WHEN SPACE CONSTRAINTS EXIST, DESIGN INFORMATION: DESIGN BASIS NEW YORK STATE DEPARTMENT OF HEALTH TOWN OF OUEENSBURY POTABLE WATER SUPPLY NO DOCUMENTED POTABLE WATER SUPPLY SOURCES LOCATED WITHIN 1DO FT, OF PROPOSED WASTEWATER DISPOSAL SYSTEM, LOT N125 AND THE NEIGHBORING TRAILERS ARE SERVED BY A MUNICIPAL WATER SYSTEM. DESIGN FLAW 2 BEDROOMS x 15D OPD/BEDROOM . 300 GPD (WATER SAVER FIXTURES RECOMMENDED, HOWEVER 150 GPD/BEDROOM USED PER TOWN OF OUEENSBURY REQUIREMENTS) SEPTIC TANK 1000 GALLONS (MIN.) CAPACITY FOR 2 BEDROOM RESIDENCE NEW 10DD GALLON SEPTIC TANK PROVIDED. LEACHING SYSTEM (FIELD) 300 GPD + 1.2 GPO/SO. FT.. 250 SO. FT. REO'D (1-5 MINUTE/INCH PERCOLATION RATE IN SITU SOIL) 250 SO. FT. r 2' WIDE TRENCH . 125' MINIMUM OF 'EOLAUZER 24" INFILTRATOR TRENCH REOUIRED. (3) LATERALS EACH 42.15- FT. LONG TO BE PROVIDED "EQUALIZER 24" INFILTRATOR LATERALS EACH (5) UNITS LONG TO MET CURRENT CODE S3) LATERALS 42.15' LONG EACH WOULD NEED TO BE PROVIDED: EQUALIZER 24' INFILTRATOR LATERALS EACH (5) UNITS LONG. EFFLUENT DISTRIBUTION GRAVITY DOSING/ DISTRIBUTION VA -D-BOX- FROM SEPTIC TANK, RECORD DOCUMENT THESE DRAWINGS HAVE BEEN PREPARED FROM INFORMATION COLLECTED BY JARRETT-MARTIN ENGINEERS, PLLC DURING LIMITED CONSTRUCTION OBSERVATIONS AS WELL AS INFORMATION PROVIDED BY THE OWNER. INFORMATION PROVIDED BY OTHERS HAS NOT BEEN VERIFIED BY JARRETT-MARTIN ENGINEERS, PLLC FOR ACCURACY AND/DR COMPLETENESS. 07/05/05 RECORD DRAWINGS RUH 08/19/03 SUBMITTED FOR PERMITTO CONSTRUCT RUH DATE REV # ISSUED / REVISIONS BY SITE PLAN C� HOMESTEAD VILLAGE - LOT#125 REPLACEMENT WASTEWATER SYSTEM LUZERNE ROAD OUEENSBURY, NEWYORK JARRETT - MARTIN ENGINEERS, PLLC H. THOMAS JARRETT PROFESSIONAL ENGINEERING P.E. # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792 D07 COFfRIGHT 0 21302 GLENS FALLS, N.Y. FAX; (518) 79H1854 oar opnpav>tiis orwwrgvmw welxu ewu.scczsaoe,m nus w„owuo JULY 2003 PRO#02098 SHEET:l OF ��*ouna annsomnene,� M a u a1N11D [,xv,tEw n VNL1W V L FILE:FA20M70103 HOMESTEADVILLAGE LOT 125.dr9 PLOTTED/ REVSEO 07/0.4105 12AOPM EC RFD J U L 8 ! 2005 24- (1 30- 8Y8TEM SECTION feat rt.i WATERTIGHT SEALED CONCRETE PLUG 12' MIN. SOIL LINE FROM HOUSE TO BE INSTALLED AS SHOWN ON DRAWING C2-1-1, jE INLET NATIVE BACKFILL THOROUGHLY COMPACTED 12' MIN. CRUSHED STONE ATOP FIRM NAT 4. OUTLET TEE UROul MODEL A1801-408 RESIDENTIAL OUTLET— "ZABEL" FILTER OR EQUIVALENT 1111 I� I uw \4- PVC PIPE NOTE: IF EXISTING SEPTIC TANK CONTAINS A PRECAST CONCRETE TEE OUTLET INSTEAD OF A 4- PLASTIC SANITARY TEE SUBSTITUTE ZABEL FILTER MODEL A1807-4X18 FOR MODEL A1801-408. SEPTIC TANK EFFLUENT FILTER DETAIL 9!a[: BACKFILL WITHNATIVE"n WATERTIGHT JOINT (TIP.) 24"- 24" MIN. 3- 15' EFFLUENT FILTE p1 1 NEW SE►TIC TANK DETAIL CNC a". EXISTING GRADE ZER 24' INFILTRATOR CHAMBERS (TYP.) WATERTIGHT MANHOLE FRAME & COVER; SYRACUSE CASTINGS #1502 OR EQUIVALENT; GRADE TO DRAIN AWAY FROM COVER GRADE CONCRETE RISER AS REQUIRED 1Nl"�EFFLUENT LINE INSTALL NEW INLET AND OUTLET PIPING AS SHOWN ON DRAWING C2 FORT MILLER HEAVY DUTY PRECAST SEPTIC TANK OR EQUIVALENT (H20 LOADING) PROVIDE EXTENDED BASE FOR ANTI -FLOTATION PURPOSES OR EQUIVALENT TREATED LUMBER MARKER ABOVE ALL BURIED COVERS; SET 1/2- ABOVE, GRADE —REMOVABLE COVER PROVIDE ADJUSTABLE LEVELING DEVICE ON EACH OUTLET 4' GRAVITY DISTRIBUTION LATERAL 0 O 0.5% MIN. SLOPE 12- MIN. OF CLEAN SAND 2' MIN. .---OR PEA GRAVEL FOUNDATION OUTLETS - 4 3 DIBTRIBUTION BOX DETAIL K ,f. MILLER DISTRIBUTION OR EQUIVALENT RECORD DOCUMENT THESE DRAWINGS HAVE BEEN PREPARED FROM INFORMATION COLLECTED BY ,ARRETT-MARTIN ENGINEERS, PLLC DURING LIMITED CONSTRUCTION OBSERVATIONS AS WELL AS INFORMATION PROVIDED BY THE OWNER. INFORMATION PROVIDED BY OTHERS HAS NOT BEEN VERIFIED BY JARRETT-MARTIN ENGINEERS, PLLC FOR ACCURACY AND/OR COMPLETENESS. SPECIFICATIONS: PIPING: P-1) ALL GRAVITY SEWER SMALL BE PVC SDR 35 OR HOPE (POLYETHYLENE) SDR 17, ASTM D3034: INSTALL IN ACCORDANCE WITH ASTM D2321. ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED BY A METHOD APPROVED BY ENGINEER. P-2) ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.: NO LOW POINTS OR HIGH POINTS). P-3) HOPE PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE AT DIRECTION OF OWNER / ENGINEER; RADIUS OF BEND TO BE AS OIRECTED RY THE MANUFACTURER. TANKS/STRUCTURES: T-1) PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC., OR EQUIVALENT. REFERENCES 70 HEAVY DUTY REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING. T-2) THE LOCATORS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT MARKERS) OVER CCNER(S), AND MEASUREMENT "TIES- TO PERMANENT STRUCTURES SHOWN ON THE -RECORD DRAMNOS- (SEE GENERAL NOTES). T-3) ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SMALL BE ANCHORED AGAINST POSSIBLE FLOTATION USING HEAVY DUTY TANKS W/ 6- EXTENDED INTEGRAL BASES, DR BY AN ALTERNATIVE METHOD APPROVED 13Y ENGINEER. T-4) TANKS/STRUCTURES SMALL BE SEAMLESS CONSTRUCTON OR STALL MAVE WATERTIGHT JOINTS (ASTM C1227). WALL PENETRAT"S SHALL BE SLEEVED; SLEEVE TO BE SEALED TO THE WALL WITH NON -SHRINK GROUT, AND THE PIPE SEALED TO THE SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL TANKS TO BE TESTED TO DOCUMENT WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER, (ENGINEER TO WITNESS) 7-5) TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SMALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FORM-20) WHEEL LOADING. T-6) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN: DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. T-7) ALL EXISTING TANKS/STRUCTURES TO BE REUSED ARE TO K INSPECTED FOR STRUCTURAL INTEGRITY AND LEAKAGE TESTED FOR WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER. T-6) FOR EXISTING SEPTIC TANKS TO REMAIN IN SERVICE, THE TANK OUTLET TEE IS TO BE REFITTED TO ALLOW INSTALLATION OF A ZABEL FILTER. LEACHING SYSTEM: L-1) LEACH FIELD/BED SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481 UNLESS OTHERWISE DIRECTED HEREON. L-2) INSTALL LEACHING CHAMBER UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED HER ON. L-3) IN NO CASE SHALL VEHICLE TRAFFIC BE ALLOWED OVER LEACHING AREA FOLLOWING INSTALLATION OF LATERALS, EXISTING TOPSOIL SMALL K REMOVED AND STOCKPILED FOR REUSE ON SYSTEM. L-4) CONTRACTOR TO VERIFY CONSISTENT SOIL CONDITIONS IN AREA OF LEACHING AREA PRIOR TO CONSTRUCTION; ENGINEER AND/OR OWNER TO BE NOTIFIED IMMEDIATELY OF INCONSISTENCIES. L-S) CONTRACTOR TO INSTALL LEACHING SYSTEM TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION, EROSION & SEDIMENT CONTROL ES-1) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION k SEDIMENTATION IN ACCORDANCE WITH THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL-, USDA -MRCS, AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. ES-2) NO LAND DISTURBANCE SMALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND SEDIMENTATION. ES-3) RESTORATION OF DISTURBED AREA SMALL BE COMPLETED WITHIN 7 DAYS OF COMPLETION OR TEMPORARY STOPPAGE OF WORK. TEMPORARY STOPPAGE OF WORK SHALL BE DEFINED AS 14 CALENDAR DAYS OR LONGER. ES-4) EROSION CONTROL MEASURES SMALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER. ES-S) ALL CONSTRUCTION ACTIVITY SMALL STOP IF EROSION AND/OR SEDIMENTATION 19 EVIDENT, INCLUDING IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDATED. ES-6) CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)- AND SUBMIT TO ENGINEER FOR APPROVAL. EARTHMRK & TURF ESTABLISHMENT: ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE PLANS OR BY OWNER. ET-2) TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH CRASS GROWTH; CONTACT LOCAL SOIL CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION, ET-3) SURFACE DRAINAGE SHALL BE DIVERTED AROUND LEACH FIELD/BED AREA BY CONSTRUCTING SHALLOW SWALE AROUND THE HIGH SIDE OF THE SYSTEM AND DAYLIGHTING THE DRAINAGE IN AN AREA DOWNSTREAM THAT WILL NOT AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY. ET-4) CONTRACTOR TO PROTECT EXISTRID STRUCTURES k PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND AS DIRECTED BY OWNER. MISCELLANEOUS M-1) EXACT LOCATION OF EXISTING SOIL LINES, EFFLUENT LINES AND SEPTIC TANKS ARE UNKNOWN. LOCATIONS TO BE FIELD VERIFIED AT IME OF CONSTRUCTION. APPROXIMATE LOCATIONS OF TANKS AND PIPING ARE SHOWN FOR REFERENCE ONLY. 07/05/05 U RECORD DRAWINGS RUH 05/19/03 A SUBMITTED FOR PERMITTO CONSTRUCT RUH DATE REV # ISSUED / REVISIONS BY WASTEWATER DETAILS p� HOMESTEAD VILLAGE - LOTS #125 REPLACEMENT WASTEWATER SYSTEM LUZERNE ROAD QUEENSBURY, NEW YORK JARRETT - MARTIN ENGINEERS, PLLC H. THOMAS JARRETT PROFESSIONAL ENGINEERING P.E. # 575W 12 EAST WASHNGTON STREET PHONE: (518) 792-2907 C0'04GHT O 20M GLEN6 FALLS, N.Y. FAX. (018) 7WI864 au°",e's�is°rwu " �n;nue JULY 2003 PROSY 02-M SHEET: 2OF2 ANDM AInEFAnO,xnnaoma�rexixrr FILE: F 12098071003 HgM£STEADVILLAGE LOTS 1250e 9 PLOTTED/ REVISED: 07M05 I Z-00 PM A ucFsmo eranan u urnArwx. RECD U U L 8 - 2005 poss 1b tc YL36_/0, Septic Inspection Report Office No. (518)761-8256 Date Inspection r es eg t e V n ro& Queensbury Bu�ilding&Code Enforcement Arrive: art: a 742 Bay Rd., Queensbuiy,NY 12804 In:spector's Init)ilaa s-NAME: )A-f - IV El�flT NO.: LOCATION: INSPECT ON: RECHECK: Y'2"� M I - -- Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline se aration distance 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 Z�4 Tank to Distribution Box Distribution Box to Field Pit Opening Sealed: Y/NI Partial Location'/Separations CW- Foundation to tank Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y_N Location of System on Property; Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected,please call the*Building&Codes Office L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Ins ectiorjzeques Queensbury Building&Code Enforcement Arrive: l - a e rt: 742 Bay Rd., Queensbury,NY 2804 Inspector's Initials- NAME: 1.)1C) IT N LOCATION Ck IN, ECT 0 _!C>l ZD RECHECK: Comments and/or diagram Soil Type: a a Clay Type of Water: *jj:n:1�ciu3J/Well Water Waterline sepahifUdistance ft. Well separation distance ft. Other wells: ft, Absorption Field: Total length ft, Length of each trench ft. Depth of trenches Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box t LAA -410 Distribution Box t Fie /Pit --OpeningSealed: Yj Eartial Location/Separations Foundation to tank Foundation to absorption to ft Separation of Pits . 4 ftz LConforms as per Plot Plan I _VN Location of System on Property: Front Rear (22t Side fight Side A jV 1A, Middle Front addle Rear System Use Status- proved Partial Approved and needs to be re-inspected,' please call the'Building&Codes Office Disa pproved L:\SueHemingway\Btiilding.Codes.Inspection.FORMS\Septic Inspection Report-dor, January 28,2003 APPROXIMATE LEGEND: EXISTING / BY OTHERS: (existing features denoted by lower case lettering) NEW / PROPOSED IN THIS DESIGN: LOT LINE: MUNICIPAL WATER LINE: v SILT FENCE / EROSION CONTROL: TEST HOLE: PERCOLATION TEST: DRAWING # DETAIL REFERENCE TAG: NOTE: S-1 Di SEE DRAWING # FOR DETAIL DETAIL # DETAIL REFERENCE TAG: <SEE DRAWING # FOR DETAIL SECTION CUT DIRECTION SECTION REFERENCE TAG: SECTION LETTER D1 SEE DRAWING # FOR SECTION EXISTING CESSPOOL TO BE ABANDONED IN PLACE BY FILLING WITH CLEAN SAND (LOCATION APPROX.) w 0 w m 0 c� z X w I CV z L 10' MIN. "EQUALIZER 24"I INFILTRATOR CHAMBER LITERAL (TYP.) WASTEWATER PLAN SCALE: 1' = 10' , LOCATION PLAN SCALE: N.T.S. EXISTING SHED nnn /"'A1 t ce l0J VILLAGE GRAPHIC SCALE 5 10 20 ( IN FEET ) SCALE: 1" = 10' 40 GENERAL NOTES: G-1) BASE MAP BASED ON LIMITED FIELD MEASUREMENTS AND INFORMATION PROVIDED BY OWNER. G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT UFPO AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. G-3) CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE SYSTEM WAS CONSTRUCTED (NO DESIGN CHANGES PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER AND APPROVAL AGENCY). G-4) CONSTRUCTION OF NEW PIPING, TANKS AND LEACHING SYSTEM SHALL BE IN CONFORMANCE WITH THE NYS DEPT. OF HEALTH, TOWN OF QUEENSBURY WASTEWATER STANDARDS, AND DETAILS/SPECS ON THESE DOCUMENTS. CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. 0-5) SUBSURFACE INVESTIGATION TO BE PERFORMED AT TIME OF CONSTRUCTION TO VERIFY EXISTING SOIL CONDITIONS. G-6) DESIGN CALCULATIONS BASED ON RESULTS OF SUBSURFACE INVESTIGATIONS PERFORMED AT NEAR BY LOCATIONS. G-7) FROM A GENERAL UNDERSTANDING BETWEEN THE TOWN OF QUEENSBURY, THE NEW YORK STATE DEPT. OF HEALTH AND THIS OFFICE WHEN INSTALLING LEACHING SYSTEMS ADJACENT TO MOBILE HOMES WITHOUT FULL FOUNDATIONS (BASEMENTS) THE REQUIRED HORIZONTAL 20' SETBACK BEWTEEN THE LEACHING SYSTEM AND THE STRUCTURE MAY BE WAIVED WHEN SPACE CONSTRAINTS EXIST. DESIGN INFORMATION: DESIGN BASIS NEW YORK STATE DEPARTMENT OF HEALTH TOWN OF QUEENSBURY POTABLE WATER SUPPLY NO DOCUMENTED POTABLE WATER SUPPLY SOURCES LOCATED WITHIN 100 FT. OF PROPOSED WASTEWATER DISPOSAL SYSTEM. LOT #125 AND THE NEIGHBORING TRAILERS ARE SERVED BY A MUNICIPAL WATER SYSTEM. DESIGN FLOW RESIDENCE 2 BEDROOMS x 150 GPD/BEDROOM = 300 GPD (WATER SAVER FIXTURES RECOMMENDED, HOWEVER 150 GPD/BEDROOM USED PER TOWN OF QUEENSBURY REQUIREMENTS) SEPTIC TANK 1000 GALLONS (MIN.) CAPACITY FOR 2 BEDROOM RESIDENCE NEW 1000 GALLON SEPTIC TANK PROVIDED. LEACHING SYSTEM (FIELD) 300 GPD _ 1.2 GPD/SQ. FT. = 250 SQ. FT. REQ'D (1-5 MINUTE/INCH PERCOLATION RATE IN SITU SOIL) 250 SQ. FT. _ 2' WIDE TRENCH = 125' MINIMUM OF "EQUALIZER 24" INFILTRATOR TRENCH REQUIRED. (3) LATERALS EACH 42.15' FT. LONG TO BE PROVIDED "EQUALIZER 24" INFILTRATOR LATERALS EACH (5) UNITS LONG TO MET CURRENT CODE (3) LATERALS 42.15' LONG EACH WOULD NEED TO BE PROVIDED; "EQUALIZER 24" INFILTRATOR LATERALS EACH (5) UNITS LONG. EFFLUENT DISTRIBUTION GRAVITY DOSING/ DISTRIBUTION VIA "D—BOX" FROM SEPTIC TANK. QUEENS"y i i 111 n u1.0%.. F vc- VIEWED BY ""�,�, A�6 2 [ . T E TOW ?003 N 8/19/03 AA SUBMITTED FOR PERMIT TO CONSTRUCT RUH DATE REV # ISSUED / REVISIONS BY NEW YOS� SITE PLAN DRAWING: C 1 `9~ 0�1i1►s ,/qR� HOMESTEAD VILLAGE - LOT#125 REPLACEMENT WASTEWATER SYSTEM � LUZERNE ROAD QUEENSBURY, NEW YORK 5oa 0.515 ��. FES JARRETT - MARTIN ENGINEERS, PLLC PROFESSIONAL ENGINEERING HnI-10tAAS JA RETT . . # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 COPYRIGHT 0 2002 GLENS FALLS, N.Y. FAX: (518) 798-1864 ONLY COPIES OF THIS DRAWING WITH A MUESEAL SHALL, BECONSIDEREDTRUE AND VALID JULY 2003 PRO# 02-098 SHEET: 1 OF 2 ALTERATION OF THIS DOCUMENTUAWFUL f'Y A LICENSED ENGINEER IS UNLAWFTJI. FILE: F:\ 2098070103 HOMESTEAD VILLAGE LOT 125.d PLOTTED / REVISED: 8/19/03 12:00 PM � 4" OUTLET TEE MODEL A1801 —4x18 RESIDENTIAL "ZABEL" FILTER OR EQUIVALENT 24" (TYP.) / 30" (MAX.) BACKFILL WITH NATIVE MATERIAL, LESS COBBLES 3" DIA. AND LARGER I,y0mriff_lvOlwalk3I I A SYSTEM SECTION ♦% SCALE: N.T.S. EXISTING GRADE "EQUALIZER 24" INFILTRATOR CHAMBERS (TYP.) WATERTIGHT JOINT (TYP.) WATERTIGHT MANHOLE FRAME & COVER; SYRACUSE CASTINGS #1502 OR EQUIVALENT; GRADE TO DRAIN AWAY FROM COVER WATERTIGHT SEALED CONCRETE PLUG �24„ _7r FINISHED GRADE 12" MIN. SOIL LINE FROM HOUSE TO BE INSTALLED AS SHOWN ON DRAWING C2 Fj 3" INLET — a NATIVE BACKFILL 15" THOROUGHLY COMPACTED a CRUSHED STONE FOUNDATION ATOP FIRM NATIVE MATERIAL NON —SHRINK ../GROUT OUTLET 18,, T 1 8" j MIN. LLL I 4" PVC PIPE NOTE: IF EXISTING SEPTIC TANK CONTAINS A RECAST CONCRETE TEE OUTLET INSTEAD OF A 4" PLASTIC SANITARY TEE SUBSTITUTE ZABEL FILTER MODEL A1807-4x 18 FOR MODEL A1801-418. n SEPTIC TANK EFFLUENT FILTER DETAIL 2 SCALE: N.T.S. 24" MIN. 6 17 = I � EFFLUENT FILTE 2 D1 PRECAST CONCRETE RISER AS REQUIRED J OUTLET 18„ \ EFFLUENT LINE 6a1 TYP\ aa. - 12 MIN. f� NEW SEPTIC TANK DETAIL SCAT E- N T S INSTALL NEW INLET AND OUTLET PIPING AS SHOWN ON DRAWING C2 FORT MILLER HEAVY DUTY PRECAST SEPTIC TANK OR EQUIVALENT (H20 LOADING) PROVIDE EXTENDED BASE -FOR ANTI —FLOTATION PURPOSES OR EQUIVALENT TREATED LUMBER MARKER ABOVE ALL BURIED COVERS; SET 1/2" ABOVE GRADE —� REMOVABLE COVER PROVIDE ADJUSTABLE LEVELING INLET DEVICE ON EACH OUTLET GRAVITY DISTRIBUTION LATERAL Q-4 J\ ® ~—@ 0.5% MIN. SLOPE 12" MIN. OF CLEAN SAND 2" MIN. ;: f—OR PEA GRAVEL FOUNDATION OUTLETS — 4" KNOCKOUTS I� DISTRIBUTION BOX DETAIL v SCALE: N.T.S. FORT MILLER DISTRIBUTION BOX OR EQUIVALENT SPECIFICATIONS: PIPING: P-1) ALL GRAVITY SEWER SHALL BE PVC SDR 35 OR HDPE (POLYETHYLENE) SDR 17, ASTM D3034; INSTALL IN ACCORDANCE WITH ASTM D2321. ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED BY A METHOD APPROVED BY ENGINEER. P-2) ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.: NO LOW POINTS OR HIGH POINTS). P-3) HDPE PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE AT DIRECTION OF OWNER / ENGINEER; RADIUS OF BEND TO BE AS DIRECTED BY THE MANUFACTURER. TANKS/STRUCTURES: T-1) PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC., OR EQUIVALENT. REFERENCES TO HEAVY DUTY REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING. T-2) THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT MARKER(S) OVER COVER(S), AND MEASUREMENT "TIES" TO PERMANENT STRUCTURES SHOWN ON THE "RECORD DRAWINGS" (SEE GENERAL .NOTES). T-3) ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE FLOTATION USING HEAVY DUTY TANKS W/ 6" EXTENDED INTEGRAL BASES, OR BY AN ALTERNATIVE METHOD APPROVED BY ENGINEER. T-4) TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS (ASTM C1227). WALL PENETRATIONS SHALL BE SLEEVED; SLEEVE TO BE SEALED TO THE WALL WITH NON —SHRINK GROUT, AND THE PIPE SEALED TO THE SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL. TANKS TO BE TESTED TO DOCUMENT WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER. (ENGINEER TO WITNESS) T-5) TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR(H-20) WHEEL LOADING. T-6) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. T-7) ALL EXISTING TANKS/STRUCTURES TO BE REUSED ARE TO BE INSPECTED FOR STRUCTURAL INTEGRITY AND LEAKAGE TESTED FOR WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER. T-8) FOR EXISTING SEPTIC TANKS TO REMAIN IN SERVICE, THE TANK OUTLET TEE IS TO BE REFITTED TO ALLOW INSTALLATION OF A ZABEL FILTER. LEACHING SYSTEM: L-1) LEACH FIELD/BED SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481 UNLESS OTHERWISE DIRECTED HEREON. L-2) INSTALL LEACHING CHAMBER UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED HEREON. L-3) IN NO CASE SHALL VEHICLE TRAFFIC BE ALLOWED OVER LEACHING AREA FOLLOWING INSTALLATION OF LATERALS. EXISTING TOPSOIL SHALL BE REMOVED AND STOCKPILED FOR REUSE ON SYSTEM. L-4) CONTRACTOR TO VERIFY CONSISTENT SOIL CONDITIONS IN AREA OF LEACHING AREA PRIOR TO CONSTRUCTION; ENGINEER AND/OR OWNER TO BE NOTIFIED IMMEDIATELY OF INCONSISTENCIES. L-5) CONTRACTOR TO INSTALL LEACHING SYSTEM TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. EROSION & SEDIMENT CONTROL: ES-1) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL", USDA—NRCS, AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. ES-2) NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND SEDIMENTATION. ES-3) RESTORATION OF DISTURBED AREA SHALL BE COMPLETED WITHIN 7 DAYS OF COMPLETION OR TEMPORARY STOPPAGE OF WORK. TEMPORARY STOPPAGE OF WORK SHALL BE DEFINED AS 14 CALENDAR DAYS OR LONGER. ES-4) EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER. ES-5) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. ES-6) CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO ENGINEER FOR APPROVAL. EARTHWORK & TURF ESTABLISHMENT: ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE PLANS OR BY OWNER. ET-2) TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. ET-3) SURFACE DRAINAGE SHALL BE DIVERTED AROUND LEACH FIELD/BED AREA BY CONSTRUCTING SHALLOW SWALE AROUND THE HIGH SIDE OF THE SYSTEM AND DAYLIGHTING THE DRAINAGE IN AN AREA DOWNSTREAM THAT WILL NOT AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY. ET-4) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND AS DIRECTED BY OWNER. MISCELLANEOUS: M-1) EXACT LOCATION OF EXISTING SOIL LINES, EFFLUENT LINES AND SEPTIC TANKS ARE UNKNOWN. LOCATIONS TO BE FIELD VERIFIED AT TIME OF CONSTRUCTION. APPROXIMATE LOCATIONS OF TANKS AND PIPING ARE SHOWN FOR REFERENCE ONLY. 8/19/03 DA SUBMITTED FOR PERMIT TO CONSTRUCT RUH DATE REV # ISSUED / REVISIONS BY NEW YpA� ' ' �pl1►ws Jq'�9 -A . • i� H. TH MAS JARRETT E. # 57509 COPYRIGHT © 2002 ONLY COPIES OF THIS DRAWING WRH A BLUE SEAL SHALL BE CONSIDERED TRUE ANDVAUD ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED ENGINEER IS UNLAWFUL WASTEWATER DETAILS D1 HOMESTEAD VILLAGE - LOTS #125 REPLACEMENT WASTEWATER SYSTEM LUZERNE ROAD QUEENSBURY, NEW YORK JARRETT - MARTIN ENGINEERS, PLLC PROFESSIONAL ENGINEERING 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 GLENS FALLS, N.Y. FAX: (518) 798-1864 JULY 2003 PRO# 02-098 FILE: F:\ 2098071003 HOMESTEAD VILLAGE LOTS 125.dwg SHEET: 2 OF 2 PLOTTED / REVISED: 8/19/03 12:00 PM