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2003-019 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CEP"VIFICATE '-OF COMPLIANCE Permit Number: ""`-P20030019 Date Issued: Friday, lVMay'16- 2003 This.is ao certify that work'.requested-to:be`done.as"shown:_by_P:errrut,Number-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&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030019 Application Number: A20030019 Tax Map No: 523400-309-009-0002-001-000-0000 Permission is hereby granted to: HOMESTEAD VILLAGE 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. Type 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 T.B.S. SEPTIC 2 LOWER WARREN STREET OIJFF,NSBTJRY. NY Plans&Specifications 2003-019 LOT 2 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 th Town • ZQ e sb on y,January 27,2003 rV 4 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Allplicatiolt for Permit Septic Disposal Systolti Town (?f QNeelubm)) 742 Bopl?6ad Queenshiny, NY 1280.1 (.515) 701-8256 .1. OWNER INFORMATION:- - !4� _- _..........................................__...1 . , xHom stead illage Trailer Park office Use Location ofinstallat1ou Loot 1, L•flzerne"Koad--- 1 r I File Permit No. Tax Map No.`:309.9/ 2 Owner's Nalne: Affordable Great Locations .................. ............................................ Address: 4204 Rt.5, Caledonia, NY 14423 OUO3 �ULpNGQUFENSev 2. INSTALLER'S NAME :IBS Septic AN RTo. 798-8194 3. RESIDENCE INFORMATION: (circle),ecu•of dwelling, inclicale 11 bedroom(%) and multiply 11 of bedrooms willi applicable gallons per bech•oom to equal lolal claily flow) See Plans You oFHouse: No. of I3cdroolsx QgUu)i lalion_ - Total Daily flow 1980 or older �`Z_ x 150 gal/bdrm = I � 1980— 1991. x 130 gal/Wrtn = 1991 —present x I IU gal/bdrnl = Garbage Grinder Installed yes / no Spa or Whirlpool Installed yes_ / no 4. PARCEL TNFORMATION: (circle applicable information & indicate measurements) See Plans To a __. +ra flay Soil Na urp Croim�l Valor Qed.rocic_or mpervious MaLerial_ _Dome:aic_.Water Suhhly +7a( tcrnc! crl u�lrul depth -- (it 1rhut depth _ municipu o ing r fcef feel uc Sleep slope clay if well; u+aler supply r%slope other from any seplic-syslem depth: abso►ption is fl. other Percolation Test: (]o be completed by licensed preycsskrnal engineer or architect) -- llalc�: minute per hich 5. PROPOSED SYSTEM: For Neav Construction: All individual seavabe disposal systems must Ix:designed by a licensed professional engineer or architect(unless installed in a Planning 13oard approved subdivision). Add 250 gallons to the size of(lie septic lank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. See Plans Septic Tank: J.QQ gallon (min. size I,000gal.) Tile Field: each trench.�5��.fr. Total System Length: _ _ZZ� fl. Seepage Pit(s): number of size c f each: fl. by _fi. Size of Slone to be used: !t / cleplh or thickness Bed System Size: x Altemativo System: length and/or size 6. HOLDING TANK SYSTEM: (if required). See Plans Numbor of tanks: / Sizo oFeach: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a "Town approved electrical inspection agency. 7. SIGNATURE & INFORMATION FOR RESPONSIBLE PERSON (please read) For your protection, please noto that pursuant to Section 136-29 of the Code of dio"Town of Quccnsbury, 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 rospect to this application and agree to abide by these and all requirements of the Town of Quccnsbury Sanitary Sewage Disposal Ordinance. 1 22- 03 Signat re of r sponsiblo porson bate NJ ° ° JS - &° = 19MMMJR00 MIC LETTER OF TRANSMITTAL Professional Engineering 12 East Washington Street 'Glens Falls, NY 12801 DATE I JOB NO. O - ATTENTI N TEL 518-792-2907 FAX518-798-1864 RE' l { �n ���DCQQO I�`k�t OlalC��4A Quo 1J i1 kj 1 q J 1 W OE QUEENSSUgr BUILDING E WE ARE SENDING YOU N(Attached ❑ Under separate cover via the following items: ❑Shop drawings ❑Prints ❑Plans ❑Samples ❑Specifications ❑Copy of letter ❑Change order ❑ COPIES DATE • DESCRIPTION V , 1 l al o �1 I ai o3 Clua 01O ' THESE ARE TRANSMITTED as checked below: 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 V1 AC&OM Ed-T c( WQ rno►ia Ake n 1[5►t29 l cam) (� SIGNED: L`l if nn Insures are not as noted.kindiv notify us at once. 9Q Septic Inspection Report Office No. (518) 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: 46meojeQ 1 , C PERMIT NO.: �t1U3` LOCATION: INSPECT ON: RECHECK: Comments and/or and/or diagram Soil T e: Sa / /Clay T e of Wa r:0u c—lp 1/Well Water Waterline separa ' di nce ft. Well separation distance ft. 1 Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone L p , See a e 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 (eft Side Right Side (JG�� J CA- Middle Front fiddle Rear aF� �,Systetn Use Stat �6 p (�� 6<J Approved artial 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 20908011003 HOMESTEAD LOT81 C1 .PLT - 1 /31 /03 3 : 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); G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION: CONTACT UFPO AND RECORD FILE #. exact location of trailer VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR on each lot unknown DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY I IF SITE CONDITIONS ARE NOT AS INDICATED. I I I I I I G-3) CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE SYSTEM WAS A REMOVE TREES AND SHRUB; I I 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 I I I G-4) CONSTRUCTION OF NEW PIPING, TANKS AND LEACHING SYSTEM SHALL BE IN CONFORMANCE WITH THE NYS I I I 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. I precast concrete septic tank I ( I I ® G-5) CONSTRUCTION MUST BE OBSERVED, AT KEY CONSTRUCTION MILESTONES, BY A LICENSED PROFESSIONAL ENGINEER TO ENABLE CERTIFICATION TO THE NYSDOH THAT THE SYSTEM WAS CONSTRUCTED IN CONFORMANCE I I WITH THE APPROVED CONSTRUCTION PLANS. I I 4" PVCI @ 1% I G-6)• EXISTING SEPTIC TANKS SHALL BE USED AS TEMPORARY HOLDING TANKS UNTIL SUCH TIME AS THE I I I NEW WASTEWATER SYSTEM IS OPERATIONAL. TEMPORARY HOLDING TANKS SHALL BE PUMPED OUT AS REQUIRED I D-BOX 3 A I TO PREVENT OVERFLOW/BACKUP. THE AREA AROUND EACH TANK SHALL BE TEMPORARILY FENCED TO PREVENT D1 I INCIDENTAL CONTACT. I lot #82 4" PVC DISTRIBUTION I Ict #81 LATERALS @ 0.5% (TYP.) I i lot #80 I I I I #3 ,T P. # I I I WASTEWATER DESIGN INFORMATION FOR LOT #81: I 1 I DESIGN BASIS NEW YORK STATE DEPARTMENT OF HEALTH TOWN OF QUEENSBURY °® POTABLE WATER SUPPLY Ci I I Ci 011 I MUNICIPAL WATER SUPPLY TO LOT #81 NO KNOWN WELLS OR SUCTION LINES WITH IN 100' I o QUALIZER 24 CHA BER I TERAL (TYP.) I DESIGN FLOW I I 2 BEDROOMS X 150 GPD/BEDROOM = 300 GPD 10 I I (MIN.) I (INSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE RECOMMLNDED) I I I I SEPTIC TANK I I y 1000 GALLON (MIN.) CAPACITY REQUIRED I i 6' i x USE EXISTING 1000 GAL SEPTIC TANK (TYP-) I 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 (1-5 MINUTE/INCH PERCOLATION RATE SOIL) 250 59. 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 6 - 96" LIGHT BROWN FINE TO MEDIUM SAND A \A/ NEW YORK STATE DEPARTMENT OF NEACTH ', 96" BOTTOM OF HOLE GLENS FALLS DISTRICT OFFICE NO MOTTLING, HIGH GROUNDWATER OR BE�RO�K NOTED Daf�A: Z 6o U'} Tt,es:; pI ris for: PERCOLATION TEST #3 Lal•- *1�.! d�rL��6�9D t SITE P LAN TEST DEPTH: 30" SCALE: SEE GRAPHIC SCALE SOIL: LIGHT BROWN FINE-MEDIUM SAND �� �J STABILIZED PERCOLATION RATE OF < 5 MIN-UTES�-QV ` G��irfL�N are heieby approved by �`: ( ,} � T.. __ •�:, for the State Commtsslom of Lie;altL' LEGEND: -Y`g • EXISTING / BY OTHERS: — - r; ',%' j 1}► s '. ,$� ,. i j r `', t ; (existing features denoted by lower case lettering) NEW / PROPOSED IN THIS DESIGN: �� - _ � ' f •�� I .x 01/31/03 L RESPONSE TO NYSDOH COMMENTS LOT LINE:MUNICIPAL WATER LINE: -- w — ,ry� 01/21/03 0 SUBMITTED FOR PERMIT TO CONSTRUCT Cravt�lZ Pit �• h GRAPHIC SCALE DATE REV# ISSUED/REVISIONS BY 31 TEST HOLE: 10 0 5 10 20 40 o ` F "�''�-� '" ,...� ,,�� .r �� H VILLAGE AGE 11 SITE PLAN �'1►y PERCOLATION TEST: -�1 ;.?a�. •;/ SITS? , '� ON►d �, DRAWING # + M �. HOMESTEAD VILLAGE - LOT #81 • : ; �'�' NOTE:S-1 ( IN FEEL' z. ° ';,i� r,`, t �:' r, DETAIL REFERENCE TAG: SCALE: 1" = 10' :k A "{ REPLACEMENT WASTEWATER SYSTEM D1 SEE DRAWING FOR DETAIL ,vf~ Kkw - Gra,�a -n'• .�.,, - i, : •`:� LUZERNE ROAD "pit 1 N. o `' QUEENSBURY, NEW YORK DETAIL # ' x + , �'��r�. 1• DETAIL REFERENCE TAG: 2tiQ7-� ::'.'• t *, '. ® S• �� _' " v;, r JARR� - MARTIN ENGINEERS, PLLC 4 . SEE DRAWING # FOR DETAIL " -' f • : _ �;,y - H JAR PROFESSIONAL ENGINEERING SECTION CUT DIRECTION 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 SECTION REFERENCE TAG: SECTION LETTER COPYRIGHT®2002 GLENS FALLS, N.Y. FAX: (518) 798-1864 Di SEE DRAWING # FOR SECTION LOCATION PLAN eu ��v 1" JANUARY 2003\ PRO#02-98 SHEET: 1 OF 2 Lj_SCALE: N.T.S. ACI@i 7 MOFTM DOCLMOffDOWr BYA UCENM ENDM ISUNLA NRL FILE:FA20608011003 HOMESTEAD VILLAGE LOTS 1&2.dwp PLOTTED/REVISm:01/31/03 2 OF'M 20908011003 HOMESTEAD LOT81 D1 .PLT - 1 /31 /03 3 : 01 :64 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 L 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 SEE PLAN ON 3" DIA. AND LARGER MARKERS) OVER COVER(S), AND MEASUREMENT "TIES" TO PERMANENT STRUCTURES SHOWN ON THE "RECORD - 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 %\\% .,,`:' .. `,.`. \�'\\�`\\�\\- \\�\/\/\ J j_'`^.`. ;`,.' \\�\\�'�T 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 THEPIPE 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.) / i\\/\\/\ \\/\\/\\/\\/\\/\\/\\/\\/\\/ ��\�'�\ \\ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \/\\//� T-5 TANKS STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR 30" (MAX.) -0 //\//\//\//\//\ / ) / (H20) WHEEL LOADING. "EQUALIZER 24" INFILTRATOR T-6) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF CHAMBER. (TYP.) EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. NO EVIDENCE OF HIGH GROUND ' WATER OR BEDROCK TO 96" BELOW EXISTING GRADE NG TANKS/ T-7 ALL EXISTING 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 LEACHING SYSTEM SECTION (LOT #81 ) INSTALLATION OF A ZABEL FILTER. SCALE: N.T.S. 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. NON-SHRINK 4" OUTLET TEE GROUT EROSION &SEDIMENT CONTROL: MODEL A1801-4x18 RESIDENTIAL ES-1) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH "ZABEL" FILTER OR EQUIVALENT OUTLET—i THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL USDA-NRCS, AND THE URBAN 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.) SYRACUSE CASTINGS #1502 OR EQUIVALENT; _ ES-4) EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT IF EXISTING SEPTIC TAN}� CONTAINS A PRECAST CONCRETE TEE OUTL� SITE RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER. GRADE TO DRAIN AWAY FROM COVER INSTEAD OF A 4" PLASTfC SANITARY TEE SUBSTITUTE ZABEL FILTER WATERTIGHT SEALED MODEL A1807-4x18 FOR MODEL A1801 -4x18. ES-5) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN CONCRETE PLUG .. FINISHED GRADE PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT RESUME UNTIL "SWCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND I---24 EFFLUENT FILTER DETAIL UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. PRECAST CONCRETE RISER AS REQUIRED 2 SCALE: N.T.S.12 MIN. 24 MIN. ES-6) CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO ENGINEER FOR APPROVAL. °- - -4_ -- _4 - -- -- EARTHWORK&TURF ESTABLISHMENT: 3" ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON INLET .0 THESE PLANS OR BY OWNER. y _ OUTLET -- - -- ----fie—_ ET-2) TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL WATERTIGHT SLEEVE AND SEAL 15" 18" EFFLUENT LINE CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. (SEE NOTE T-4) INSTALL EFFLUENT4)_11 TREATED LUMBER MARKER 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 FILTER IN OUTLET TEE ABOVE ALL BURIED COVERS; WILL NOT AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY. EXISTING SEPTIC TANK SET 1/2" ABOVE GRADE TO BE REUSED ET-4) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONA IP T Tb I R;WHERE SIBLE, ° \ \ ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHCA �� ` f�RACTICAL.AND \ M AS DIRECTED BY OWN ( aboat for —� REMOVABLE COVER MISCELLANEOUS: PROVIDE ADJUSTABLE LEVELING M-1) EXACT LOCATION OF EXISTING SOIL LINES, EFFLUENT LINES AND SEPTIC TANKS ARE UNKNOWN. LOCATIONS INLET !� DEVICE ON EACH OUTLET TO BE FIELD VERIFIED AT TIME OF CONSTRUCTION. APPROXIMATE LOCATIONS OF TANKS AND PIPING ARE SHOWN FOR REFERENCE ONLY. 4" GRAVITY DISTRIBUTION LATERAL V EPTIC TANK INSPECTION / REFIT DETAIL 4 _._@ 0.5% MIN. SLOPE CALE: N.T.S. , 12" MIN. OF CLEAN SAND 2" MIN. f—OR PEA GRAVEL FOUNDATION 01/31/03 ® RESPONSE TO NYSDOH COMMENTS (NO CHANGES THIS SHEET) FORT MILLER DISTRIBUTION 01/21/03 AA SUBMITTED FOR PERMIT TO CONSTRUCT OUTLETS - 4" KNOCKOUTS BOX OR EQUIVALENT DATE REV# ISSUED/REVISIONS I BY WASTEWATER DETAILS E D-BOX DETAIL D1 '���� , SCALE: N.T.S. : 4 HOMESTEAD VILLAGE - LOT #81 REPLACEMENT WASTEWATER SYSTEM �y u. LUZERNE ROAD 0. 575'3 �� QUEENSBURY, NEW YORK sst0���` JAlv*.jml:0,_r - MARTIN ENGINEERS, PLLC H. THOVAS JARRETT PROFESSIONAL. ENGINEERING . . #57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 COPYRIGHT 0 MM GLENS FALLS, N.Y. FAX: (518) 798-1 W 0NLY00PIE90F7MDRWANG% MA SAIE SEAL WALL HE OWUNED MM JANUARY 2003 PRO#02-98 SHEET: 2 OF 2 AMVAM r BYA UC 6 � FILE:F:120908011003 HOMESTEAD VILLAGE LOTS 18�2.dw0 PLOTTED/F�EIIISED:01/31/03 2:30PM approx. lot lines (not property lines); exact lccation of trailer on each lot unknown existing 1000 gal — TG1r''�v: VI?' QUA-#--14 URY precast colncrete septic tank 1 I I B ILDING PT. �xist;ng 1000 go' 4"1 PVC @ 1% R tEWED BY precast concrete septic tank I 13 DA E I D-B0x b1 4" PVT @ 1% 3 4" F D1 I �V ©DISTRIBUTION fr 0.5% (TYP.) LATERALS 1 ; rr�;;,�F•i O.0 ISTRIBUTION VC 4" LATERALS @ .5% (TYP-) 3r� CI�zuR i 5ti7� D—BOX I I P #1 I #2 .P. 1 I T P. # 1 lot #1 ` I AI lot # 3 lot #2 Dtl I � I i I I N N too E UALIZER 24 CHAM ER i �t o I I w M ALIZER 24 CHAM ER 10 LA ERAL (NP ) °- LAIERAL (NP•) I i a I I I l I I 10 14'f I (MIN.) —y-1 I I I 1 I I ' I 15't 6 �---- (T I { 10' (TYP.) (MIN.) l