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2003-020 j TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building & Codes (518) 761-8256 CERTIFICATE .OF COMPLIANCE Permit Number: P20030020 Date Issued: Friday, May 16, 2003 This is to certify that work requested to be done as shown by Permit Number P20030020 has been completed. Tax Map Number: 523400-309-009-0002-001-000-0000 Location: LUZERNE Rd Owner: HOMESTEAD VILLAGE L P Applicant: HOMESTEAD VILLAGE L P This structure may be occupied as a: By Order of Town Board Septic Alteration Residential TOWN OF QUEENSBURY Director of Building&&ode EnVorcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030020 Application Number: A20030020 Tax Map No: 523400-309-009-0002-001-000-0000 Permission is hereby granted to: HOMF,STF,AD VILLACTF, I,P For property located at: 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. Tne of Construction Value Owner Address: HOMESTEAD VILLAGE L P 4294 ROUTE 5 Septic Alteration Residential Total Value CALEDONIA,NY 14423 Contractor or Builder's Name/Address Electrical Inspection Agency I.R.S. SEPTIC 2 LOWER WARREN STREET Oi JF,F,NS131 JRY.NY Plans&Specifications 2002-020 LOT 81 SEPTIC ALTERATION AS PER PLOT PLAN SPECIFICATIONS $25.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,January 27,2004 (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 Weeu LJanuary 27,2003 �SIGNED BY � for the Town of Queensbury. Director of Building&Code Enforcement r Application for Permit—Septic Disposal Systom 7bwn (lf Queensblli)._17.12_I.Irrt,lturnlOtieerrslrra:t,, NY 1280.1 (S/S) 701-8256 1. OWNER INFORMATION, �-�'� s � Trai ........................................................................................................................_ �__-- Homestead Village Trailer- 'Park �• -•••! Lot#81, L_ uz& Rd---"-` l office Use Location of rusUillatiou: - ��'' File Permit No. Tax Map No. 309.9 / 2 / 1 • I L./ Owner's Name; Affordable Great Locations Fee Paid Address: 4204 Rt.5, Caledonia, NY 14423 2., INSTALLER'S NAME : IBS Septic PHONE NO. 7 9 + I VEr% 3. RESIDENCE INFORMATION: (circloyear of dwelling, incicate 11 bedroom(~) and multiply 1l uf' bech•OOms with applicable gallons per bedroom to equal total daily flow)' e TOWN OF QUEENSBURY Year oFl louse: No, of I3cdrootls x_ ComlLutaliou_ _ Total Daily I lbw BUILDINGANDCpDE 1980 or older x 150 gal/bdriii 1980— 1991. x 130 gal/bdrrn = 1991 —present x 110 gal/bdrrn = Garbage Grinder Installed yes — / rio Spa or Whirlpool Installed yes / no 4. PARCEL INFORMATION: (circle applicablo information & indicate measurerneuls) See Plans Top +t'a flit' Soil Nalurp__.G.rputid W lL0r——13ed,rocic_or Imperv;yus_M'Iteri.al_.._I��inc;slic..ly�lc r.S_u��hly at curt eN u-lrui depth (it tr-hut depth rnici rcr! inl; cuu _ tier fie/ we Sleep slope clay if well; uarler supply slope other fi•O»r (III)'septic-system depth: absorlMon is ft. Other _ Percolation Test: (To be completed by licensed professional engineer Or architect) Raley: �_ milrrrle per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or archilect(unless installed in a Pl;uuting 13oard spproved subdivision). Add 250 gallons to the size of the septic lank and leach field!breach Garbage Grinder. Spa or Whirlixwl Tub. See Plans Septic Tank: ;allun (aria. size 1,000 gal.) Tile Field: each trench, fl. Total System Length: Seepage Pit(s): nwnber of size of each: ft. by__ft. Size of Slone to bo used: ll / depilr ur thic'krress_ —fief Bed System Size: x Alternative System: length and/or size G. HOLDING TANK SYSTEM: (if required) See Plans Numbor of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a "Town approved electrical iusliection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON (please read) For your protection, please note that pursuant to Scction 136-29 of the Code of the Towu of Qitccnsbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or frilure to matte a material fact or circumstance ]mown by or on behalf of an applicant, shall be void. 1 havo read tiro regulations with rospcct.to this application and agreo to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. L� 1 22 O 3 I nature responsible porson Date �'oj Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: 716 Queensbury Building&Code Enforcement Arrive: am/ m epat am/pm 742 Bay Rd.,Queensbuly,NY 12804 Inspector's Initials: NAME: = Q�ti r C'1 PERMIT NO.: LOCATION: INSPECT ON: — 7� 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 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 Location/Separations Foundation to tank ft. 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 addle Rear System Use Statu Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L.:4SueHemingway\Building.Codes.[nspection.FORMS\Septic Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received, v 1 Queensbury Building&Code Enforcement Arrive: am/p. n Depart: am/prn 742 Bay Rd., Queensb ry,NY 12804 Inspector's Initials: \C NAME: ff d ' � t Ci PERMIT NO.: 03 "—6 0Z0 LOCATION: J�T INSPECT ON: L3 D 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 ft. Size of Stone Seepage Pits: Number Size: x Stone Size: f Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial Location/Separations Foundation to tank ft. 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 F/artial iddle Rear System Use Stat ved Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved LASueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: aVp ` Depart m/pm 742 Bay Rd., Queensbury,NY ]2804 �- Inspector's Initials i NAME: PERMIT NO.: - - - LOCATION: INSPECT ON: a RECHECK. /{� O`er" Comments and/or diagram Soil Type: Sa Clay Type of Wate : Municip 1/Well Water 1 Waterline sepa gtion tance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length z- ft. 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 u / Opening Sealed: Y/N/Partiall� Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y_N Location of System on Pr erty: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: , pproved PariYal Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved LASueHemingway\Buildin&Codes.Inspection.FOR MSeptic Inspection Report.doc January 28,2003 DONSTATE OF. NEW YORK DEPARTMENT OF HEALTH Glens Falls District Office 77 Mohican Street, Glens Falls NY 12861 (518)793-3893 Fax(518)793-0427 Antonia C. Novello, M.D., M.P.H., Dr.P.H. Dennis P.Whalen Commissioner Executive Deputy Commissioner February 10, 2003 Robert Holmes _Janet Martin Engineers Inc. 12 East Washington Street Glens Falls, NY 12801 Re: Approval -Homestead Village Mobile Home Park Lot 91,2 and 81 Septic system Remediation (T) Queensbury, (C)Warren Dear Mr. Holmes, We have, this dayy, approved plans to remediate the on-site wastewater treatment system for Lots one,two and eighty one in the Homestead Village Mobile Home Park . These plans were reviewed for compliance with Appendix 75-A of the New York State Sanitary Code. .The plans approved were most recently revised January 31, 2003 and titled Homestead Villa e Lots#1 and #2, sheets numbered C1 and D2; and Homestead Village Lot#81, sheets numbered C1 and D1 This approval is conditional on the following: a) that the proposed works be constructed in complete conformity with the plans and specifications approved this day or approved amendments thereto; b) that the proposed works not be placed into operation until the construction is certified by the design engineer that it was constructed in accordance with the approved plans; c) that this approval will expire two years after the date of issuance. One set of the approved plans is being retained in our files. If you have any questions, please call me at 793-3893. Sincerely, Michael C. Shaw,P.E. Senior Sanitary Engineer cc: A. Gabalski,NYS DOH M. O'Connell,NYSDOH XD. Haiten, (T Queensbury CEO (w/enclosure) Homestead L C 57 o o ZL JS a JS 7SJSSl L wfflmLgJ olC LETTER OF TRANSMITTAL NProfessional Engineering 12 East Washington Street Glens Falls, NY 12801 DATE JOB ' C i 1m a3 0�- r g TEL 518-792-2907 ATTE� FAX 518-798-1864 RE: � 1\I,;Q DrkQ TO P dZ _p �'�Q� I � JA�l 03 ® i'N OF QUEENSBU Y BUILDINGrvpZ, WE ARE SENDING YOU Iv1 Attached ❑ Under separate cover via the following items: ❑Shop drawings ❑Prints ❑Plans ❑Samples ❑Specifications ❑Copy of letter ❑Change order ❑ COPIES DATE NO. DESCRIPTION _► d u� Gal o_ . �.� �1 ---�'- � { a 1� oI 1-A0 RY AILIFL♦A) ` 1 I a 1 r10 • -) ti Q THESE ARE, TRANSMITTED as checked below: 19 For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO NA t4 I LY:j 002 11 I(M- n I D na)ke o hf5 i_QZtcr_) SIGNED: t If e....L,c..ruo pro r.n►�c nhfnr/ 4in.4hi n tffit tic of nnCB_ P - 20908011003 HOMESTEAD LOT81 Ci .PLT - 1 /81 /03 8 : 01 : 64 PM GENERAL NOTES: G-1) BASE MAP BASED ON LIMITED FIELD MEASUREMENTS AND INFORMATION PROVIDED BY OWNER. approx. lot lines (not property lines); exact location of trailer G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT UFPO AND RECORD FILE #. on each lot unknown 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. I G-3) CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE SYSTEM WAS i ® REMOVE TREES AND SHRUB; CONSTRUCTED (NO DESIGN CHANGES PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER AND APPROVAL APPROX. I TYP. IN 5 PLACES (BY OWNER) I I AGENCY). I I 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. I existing 1000 gal I I CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. precast concrete septic tank I G-5) CONSTRUCTION MUST BE OBSERVED, AT KEY CONSTRUCTION MILESTONES, BY A LICENSED PROFESSIONAL I A ENGINEER TO ENABLE CERTIFICATION TO THE NYSDOH THAT THE SYSTEM WAS CONSTRUCTED IN CONFORMANCE I WITH THE APPROVED CONSTRUCTION PLANS. I 4" PVCI @ 1% I G-6) EXISTING SEPTIC TANKS SHALL BE USED AS TEMPORARY HOLDING TANKS UNTIL SUCH TIME AS THE I I NEW WASTEWATER SYSTEM IS OPERATIONAL. TEMPORARY HOLDING TANKS SHALL BE PUMPED OUT AS REQUIRED D—BOX 3 ® I D1 TO PREVENT OVERFLOW/BACKUP. THE AREA AROUND EACH TANK SHALL BE TEMPORARILY FENCED TO PREVENT I lot #81 4" PVC DISTRIBUTION I I INCIDENTAL CONTACT. i LATERALS ® 0.5% (TYP.) lot #81 I lot #80 I I I I i I #3 T P. # t I WASTEWATER DESIGN INFORMATION FOR LOT #81: I DESIGN BASIS I NEW YORK STATE DEPARTMENT OF HEALTH I ~ I TOWN OF QUEENSBURY I I u, c o® POTABLE WATER SUPPLY I o Qaa\ I MUNICIPAL WATER SUPPLY TO LOT #81 I o77�/ QUALIZER 24 CHA BER NO KNOWN WELLS OR SUCTION LINES WITH IN 100' I I � TERAL (TYP.) I DESIGN FLOW 1 2 BEDROOMS X 150 GPD BEDROOM = 300 GPD IN I (INSTALLATION OF WATER SAVE I I (MIN.) I R FIXTURES THROUGHOUT RESIDENCE RECOMMENDED) SEPTIC TANK 1000 GALLON (MIN.) CAPACITY REQUIRED i I 6 USE EXISTING 1000 GAL SEPTIC TANK I (TYP.) SEPTIC TANK EFFLUENT FILTER I PROVIDE (1) MODEL A1801 -4X22, "ZABEL" RESIDENTIAL FILTER. LEACHING SYSTEM (FIELD) 300 GPD - 1 .2 GPD/SQ. FT. = 250 SQ. FT. REQ'D (1—�) MINUTE/INCH PERCOLATION RATE SOIL) 250 SQ. FT. _ 2' WIDE TRENCH = 125' MINIMUM OF "EQUALIZER 24" TRENCH REQUIRED. PROVIDED 3 LATERALS EACH 42.15' LONG "EQUALIZER 24" CHAMBER LATERAL TO BE (5) UNITS LONG EFFLUENT DISTRIBUTION GRAVITY DOSING SEPTIC TANK/ DISTRIBUTION FROM D—BOX, SUBSURFACE INVESTIGATION: TEST PIT #3 \ / 0 — 6" SILTY LOAM TOPSOIL /V 6 — 96" LIGHT BROWN FINE TO MEDIUM SAND \ A/ 96" BOTTOM OF HOLE \ W/ -- W NO MOTTLING, HIGH GROUNDWATER OR BEDROCK NOTED PERCOLATION TEST #3 n SITE PLAN TEST DEPTH: 30" U SCALE: SEE GRAPHIC SCALE SOIL: LIGHT BROWN FINE—MEDIUM SAND STABILIZED PERCOLATION RATE OF < 5 MINUTES. LEGEND: ti E. EXISTING / BY OTHERS: - `k ` y r - a (existing features denoted by lower case lettering) ` * , 31 NEW PROPOSED IN THIS DESIGN: - - { LINE. 1 01/31/03 ® RESPONSE TO NYSDOH COMMENTS LOT MUNICIPAL WATER LINE: W Cray , 01/21/03 A SUBMITTED FOR PERMIT TO CONSTRUCT y BY GRAPHIC SCALE 175: ,. � } �� DATE REV# ISSUED/REVISIONS TEST HOLE: 10 0 5 10 20 40 (� # � , , : NEW D WIN <' VILLAGE Y PERCOLATION TEST: ...�,� �` �� ` Q' "'gy p 1 �` '� SITE PLAN AN DRAWING # 1a s :." j .111 G.,k. C DETAIL REFERENCE TAG: NOTE:s-1 ( IN FEET ) I, HOMESTEAD VILLAGE - LOT #81 D1 SCALE: 1" = 10' K _ ^Y & REPLACEMENT WASTEWATER SYSTEM SEE DRAWING # FOR DETAIL ~� LUZERNE ROAD DETAIL ,. ;t •�+►!� w R©/�■wr` +''w r"'� _ � `'Y v ' QUEENSBURY NEW YORK DETAIL REFERENCE TAG: z C - 06 a �,, 6 r tv _ ,,t QF 10� j r � '} _E J MA►R�'IN ENGINEERS, PLLC SEE DRAWING # FOR DETAIL ,; ".r• r; t�ra+��, �� / ���a4 ��, SECTION CUT DIRECTION w"•1 `a, z, i' �' � H, �JAPoTT PROFESSIONAL ENGINEERING SECTION LETTER P. #57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 SECTION REFERENCE TAG: D1 COPYRIGfr 0 2002 GLENS FALLS, N.Y. FAX: (518) 798-1864 SEE DRAWING # FOR SECTION LOCATION PLAN ONLY �� JANUARY 2= PRO#02-98 SHEET: 1 OF 2 AWVSCALE: N.T.S. a aF Is ooaa�o�r ErfAUCe41111111MeanIMBuNUrAta FLE_F.A 2908011003 HOMESTEAD VLIAGE LOTS 182.dwg PLOTTED/RE1IISm:01/31/b3 2WPM P - 20908011008 HOMESTEAD LOT81 D1 .PLT - 1 /31 / 03 8 : 01 :54 PM 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. BACKFILL WITH NATIVE EXISTING GRADE MATERIAL, LESS COBBLES T-2) THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT 3" DIA. AND LARGER MARKER(S) OVER COVER(S), AND MEASUREMENT "TIES" TO PERMANENT STRUCTURES SHOWN ON THE "RECORD SEE PLAN ON DRAWING Cl 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 \ //\//\//\//\//\ \ \/ . \//\//\ \\ 24" (TYP.) \\ \\ \\ \\ \\ \\ \�'��>;�\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ T-5) TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR 2 -0 / / / / / / / / // 30" (MAX.) \ / /i\/ / / //\ (H20) WHEEL LOADING. "EQUALIZER 24" INFILTRATOR T-6) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF CHAMB=RS (TYP.)NO EVIDENCE OF HIGH GROUND EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. WATER OR BEDROCK TO 96" T-7) ALL EXISTING TANKS/STRUCTURES TO BE REUSED ARE TO BE INSPECTED FOR STRUCTURAL INTEGRITY AND BELOW EXISTING GRADE 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 LEACHING SYSTEM SECTION (LOT #81 ) INSTALLATION OF A ZABEL FILTER. LEACHING SYSTEM: SCALE: N.T.S. 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. " 9 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. k 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 NON-SHRINK EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. 4" OUTLET TEE GROUT EROSION &SEDIMENT CONTROL: ES-1) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH MODEL A;1801- RESIDENTIAL OUTLET—� THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL", USDA-NRCS, AND THE URBAN ZABEL" FILTERR O OR EQUIVALENT EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. 18' 18„ 4" PVC PIPE ES-2) NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND MIN. 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. PERMANENT MARKER WATERTIGHT MANHOLE FRAME & COVER; NOTE-: OVER COVER WATERTIGHT JOINT (TYP.) WATERTSYRACUSE CASTINGS #152 OR EQUIVALENT; ES-4) EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT GRADE TO DRAIN AWAY FROM COVER IF EXISTING SEPTIC TANK CONTAINS A PRECAST CONCRETE TEE OUTLET SITE RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER. INSTEAD OF A 4" PLASTIC SANITARY TEE SUBSTITUTE ZABEL FILTER ES-5 ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN WATERTIGHT SEALED MODEL A1807-408 FOR MODEL A1801 -4x18. PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT CONCRETE PLUG �24» FINISHED GRADE RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND FLUENT FILTER DETAIL UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. PRECAST CONCRETE RISER AS REQUIREDk__!S_clALE: N.T.S. 12" MIN. 24" MIN. ES-6) CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO ENGINEER FOR APPROVAL. a EARTHWORK&TURF ESTABLISHMENT: 3" ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON INLET �-- THESE PLANS OR BY OWNER. -- — OUTLET ET-2) TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL WATERTIGHT SLEEVE AND SEAL 15" - i 18" CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. (SEE NOTE T-4) EFFLUENT LINE, ET-3) SURFACE DRAINAGE SHALL BE DIVERTED AROUND LEACH FIELD/BED AREA BY CONSTRUCTING SHALLOW INSTALL EFFLUENT 2 TREATED LUMBER MARKER SWALE AROUND THE HIGH SIDE OF THE SYSTEM AND DAYLIGHTING THE DRAINAGE IN AN AREA DOWNSTREAM THAT FILTER IN OUTLET TEE D1 ABOVE ALL BURIED COVERS;EXISTING SEPTIC TANK SET 1/2" ABOVE GRADE WILL NOT AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY. TO BE REUSED ET-4) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, ROUTE PIPING OUTSIDE F ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND AS DIRECTED BY OWNER. 6 (MIN. ) MISCELLANEOUS: //\//\//.\/////\//////�///��//�//////�//\ REMOVABLE COVER \i\\� \ � PROVIDE ADJUSTABLE LEVELING M-1) EXACT LOCATION OF EXISTING SOIL LINES, EFFLUENT LINES AND SEPTIC TANKS ARE UNKNOWN. LOCATIONS DEVICE ON EACH OUTLET TO BE FIELD VERIFIED AT TIME OF CONSTRUCTION. APPROXIMATE LOCATIONS OF TANKS AND PIPING ARE SHOWN I�' —�- FOR REFERENCE ONLY. n SEPTIC TANK INSPECTION / REFIT DETAIL LET © -4" GRAVITY DISTRIBUTION LATERAL @ 0.5% MIN. SLOPE U SCALE: N.T.S. 12" MIN. OF CLEAN SAND 2" MIN. ---'OR PEA GRAVEL FOUNDATION 01/31/03 ® RESPONSE TO NYSDOH COMMENTS (NO CHANGES THIS SHEET) --�� FORT MILLER DISTRIBUTION 01/21/03 AD SUBMITTED FOR PERMIT TO CONSTRUCT w OUTLETS - 4" KNOCKOUT.. BOX OR EQUIVALENT DATE REV# ISSUED/REVISIONS BY .��,oF Ew y� r WASTEWATER DETAILS DRAWNGO D1 VD-BOX DETAIL 'j. S oM ✓AR ;, SCALE: N.T.S. HOMESTEAD VILLAGE — LOT #81 r s. REPLACEMENT WASTEWATER SYSTEM r LUZERNE ROAD QUEENSBURY, NEW YORK a, i5� JARREZT - MARTIN ENGINEERS, G S, P LLC H.TH MM JARREFr PROFESSIONAL ENGINEERING .E. #57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 COPYRIGHT 0 2= GLENS FALLS, N.Y. FAX: (518) 798-1864 ONLYCOMOFIMM MiGMMA 13WEMtAL$NLLffOa1MEFIE07RE JANUARY 2003 PRO# 02-98 SHEET: 2 OF 2 ANowua A TMMMYAUCEN F���OAUL FILE:F:\20908011003 HOMESTEAD VILLAGE LOTS 1&2. sYAuca�a,�,��et�a�r�aa, dwg PLOTTED/REVISED:01/31/032=F'M