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2004-193 1 ��` TOWN OF QUEENSBURY 7 2 Ba R n NY 12804-5902 18 761-8201��� 4 y oad,Quee sbury, (5 ) Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20040193 Date Issued: Tuesday, May 04, 2004 This is to certify that work requested to be done as shown by Permit Number P20040193 has been completed. Tax Map Number: 523400-289-007-0001-039-000-0000 Location: 27 REARDON Rd Owner: HAROLD & PATRICIA TAYLOR JR Applicant: HAROLD & PATRICIA TAYLOR JR This structure may be occupied as a: By Order of Town Board Septic Alteration Residential TOWN OF QUEENSBURY Director of Building&Code Enforcement IAA TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 IF#N Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040193 Application Number: A20040193 Tax Map No: 523400-289-007-0001-039-000-0000 Permission is hereby granted to: HAROLD & PATRICIA TAYLOR JR For property located at: 27 REARDON 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: HAROLD & PATRICIA TAYLOR J Septic Alteration Residential 6 LAKE Ave Total Value GLENS FALLS, NY 12801 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2004-193 SEPTIC ALTERATION $25.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,April 21, 2005 (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 Town eensb • We esday,April 21, 2004 SIGNED BY for the Town of Queensbury. Director of Building& de E rcement Application for Permit — Septic Disposal System ?'our!! of Qiieensbiiiy 7.12 Bay Road Queenshury, NY 12801 (518) 761-8256 1. OWNER INFORMATION: I I Office Use Location of installation: Filo Permit No. (T) C j r 9 .. Tax Map No. 289.7/ 1 / 39 • I Fee Paid Owner's Name: Harold Taylor Address: Reardon Road 2. INSTALLER'S NAME : Jack Hall Plumbing & Heating PHONE NO. 3. .RESIDENCE INFORMATION: (circle year of dwelling, indicate II bedroom(s) and multiply it of bedrooms with applicable galluiis per bedroom to equal total daily/loin) Year of House: No. of Bedrooms x_ Computation_ = Total Daily Mow 1980 or older x 150 gal/bdrnr = 1980— 1991 x 130 gal/bdnn = 1991 —present 2 x 110 gal/bdrm = 220 Garbage Grinder Installed yes — / no x _ ' ',�.A Spa or Whirlpool Installed yes— / no x r I'c: • 4. PARCEL INFORMATION: (circle applicable information & indicate measurement � �.�/ '��..�•� _-. irapliy Soil Naluic Ground�V;ilur _13cdiocicor liupervious_Material_.._I�oiuc,�tr2;-�fi/ At(r S�ipt�ly. lit cued at what depth at what deppth nncnicipi-tkz J Rolling lucntr eat • 'et greater , fee! well N. Steep slope c ay • )iau ` eu 6 if well; water supply slope other from any septic-.system Slope in area depth: absaiptiolr is ft. of house toward lake Ow Lake Percolation Test: (To be completed by licensed pro fe.ssional engineer or architect) --� Rate: miinite per inch See Plans 5. 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 13oard approved subdivision). Add 250 gallons to the sii.c of the septic tank and leach field for each Garbage Grinder.Spa or 1Vliirllxwl Tub. Septic Tank: 1000 gallon (min. size 1,000 gal.) 113 F‘�T Tile Field: each trench 13 r- Ji. Total System Length: _ID%___-__ft. See Plans�� Seepage Pit(s): number of size of each: fi. by ft. • Size of Stone to be used: ll / depth or thickness_ fief Bed System Size: x Alternative System: length and/or size • 6. HOLDING TANK SYSTEM: (if required) NOT APPLICABLE Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a'f'owi approved electrical inspection agency. 7. SIGNATURE & INFORMATION FOR RESPONSIBLE PERSON (please read) For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Quecnsbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material tact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all • requirements of the diekien of Quccnsbury Sanitary Sewage Disposal Ordinance. MR V) edIslor 4(0 4/5/0.r . Ignaturo • responsible person Date COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. "1Cri Main Office 176 Doe Run Road-Manheim,PA 17545 /� MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL 'errnit No. Cert. No 7 6 0 5 2 Cut-in Card No. )wner 1�" + �✓ C.L. /v ,ocation , 7 / 2d7a4) i3O' G°kr- as7cee7 nstallation Consisting of...J /�lili.44 ,. - 6l2 1-40 PA-444/9 nstalled By....r,`/• L(1 673 Z. Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is ;ancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the ntroduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of makin s ctions at any time, and if its mules are violated,the Companyhto shall have the right re ke this ertific te. Date Y 7 0 INSPECTOR Member N.F.P.A.,I.A.E.I. 9 ) (14:e: /9741 Septic Inspection Report Office No. (518) 761-8256 Date Inspection re• --st r•ce et: L+ Queensbury Building&Code Enforcement Arrive: •m/p `►-part: 742 Bay Rd., Queensbury,NY 12804 Inspector's Init..ls: - / NAME: � v� c P i' IT NO.: ,_.- - �'7`' (93 LOCATION: �� -'li- /IECTON: 3. 0 • , -. RECHECK: GV 6) 1 Comments and/or diagram Soil Type: Sand/Loam/Cla Type of Water: Municipal/Well Water Z',f'i- t 71 i�� C1 a k y Waterline separation distance ft. r. Well separation distance ft. t Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. V"\\ Size of Stone Vl..) L...) Seepage Pits: Number Ston x • 1GL �� L`�' ti Os Stone Size: T 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. c3)(- �0 Foundation to absorption ft. �C Separation of Pits ft. ` ►` �T _C-� \Cr 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: pprove• arti• Approved and needs to be re-inspected,please call the Building&Codes Office / :\SDisapproved LueHemingw it- ilding.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Fr /6)--///,37 Septic Inspection Report Office No. (518)761-8256 Date Inspection reques ed: Queensbury Building& Code Enforcement Arrive: pm D : 1:?j ti am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia . _ NAME: \--A ng. jek. 4 1 RMIT NO.: 0 Li — /9 3 LOCATION: ,r-c))— a 4r INSPECT ON: 24 r OL RECHECK: Comments and/or diagram Soil Type. Sand oam/Clay Type of IN . Municipal/Well Water tor Waterline separation distance ft. Well separation distance L-.A yE 100 ft. Other wells: . ft. _ Absorption Field: Total length 0 1 ft. Length of each trench 33_ft. ' ►N t*i E Depth of trenches - ft. Size of Stone 1 .JFN LTIZ ,, .09 Seepage Pits: Number _ Size: x Stone Size: Piping Size Type Building to tank i` kA'O FtW -el Al la Tank to Distributei Box •� Distribution Boii 'eld/Pit :` �bOpening Seale• / /Partial Location/Separations \ 1. (5-v-vv LL. Z Pk e7 ._ _. F I k C-� Foundation to tank t Z ft.—I- Foundation to absorption ft.—t— © � �� T` Separation of Pits ft. Conforms as per Plot Plan j Y N — V‘1J i1U ___ ' ___ \C_ Location of System on Property: Front Rear Left Side Right Side Middle Fro Mi le Rear Svstem Use St us: 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 requ= ,ec= ve.. Queensbury Building&Code Enforcement Arrive: a, D-a art: Ili- 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials - NAME: \-kreap x .TA`t\ o PE'� NO.: Z00`- - 1R 3 LOCATION: F�0pDbi ROi�►[) IN. : CT ON: y -z_1 - OL► RECHECK: Comments and/or diagram Soil T p e: %an. oa /Cla R t=-tit At tJ‘LY, \r `> Type of Water: Municipal/Well Water ' ‘. . Waterline separation distance ✓ ft. 4 E_ 9t __ PoMP61-PrT\ey Well separation distance 1 C�c> ft. Other wells: 1 ) ft. P11I MBA IBC ‘ 13C. -.)1 .-re. Absorption Field: Total length \b\ } ft. Length of each trench ,.., . !4ft. •F 111tAL E- C ‘Ce Depth of trenches O t'-Al ft. PBtQ DV)ERSIID Size of Stone 1&F\‘- RIFT•ik Seepage Pits: Number Size: x Stone Size: • Piping Size Type Building to tank Zit %Xi:RE- F M All'• Tank to Distribution Box LA%% ! yO Distribution Box t Field/Pit 4 ►► �jCt\ 40 TO LT Tc ?j Opening Sealed: Y 'N/Partial Location/Separations Foundation to tank ft. 9 ��J`b ED ���� Foundation to absorption ft. Pi- Separation of Pits • Conforms as per Plot Plan I Y N Location of System on Property: \ bbP)"CCE--.0, A") Q-00)c, t,E �Ekg. Front Rear Left Side Right Side 0 Z EL Ftt_TEVN Middle Fron Middle Rear t��'+r� -\-.`v System Use Status: fApproved 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 ® OUEENSWRE GENERAL NOTES: y�"�"'.. G-1) PLAN BASED ON MAPPING PROVIDED BY THE OWNER. Rol %k 3r C-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION;CONTACT 'DIG SAFELY NEW YORK' f(�A - AND RECORD FILE J. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING PARK BOUNDARY �`�ADIRON K CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. 1 t t 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 x AGENCY). G-4)CONSTRUCTION OF NEW PIPING,TANKS AND LEACHING SYSTEM SHALL BE IN CONFORMANCE WITH THE NEW YORK STATE DEPT. OF HEALTH, LOCAL MUNICIPAL WASTEWATER STANDARDS"AND DETAILS/SPECS ON THESE DOCUMENTS. CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. G-5) SEWAGE EJECTOR PUMP STATION BY OTHERS. G-6)THE TAYLOR PROPERTY UTILIZES A LAKE SOURCE POTABLE WATER SUPPLY. r NORTH NEIGHBOR )WELL WATER SUPPLY SUBSURFACE INVESTIGATION 4/06/04: CITEOF F °ALLS TEST PIT pt 0 — 3" TOPSOIL 3" — 12" REDDISH BROWN SANDY LOAM 12' — 48' LOAM 48" — 72" SANDY LOAM 72' — 78' GRAY SAND r"- SITE LOCATION PLAN 75' BOTTOM OF HOLE NO EVIDENCE OF BEDROCK OR GROUNDWATER NOTED PERCOLATION TEST/1 TEST DEPTH: 21' SOIL- BROWN SANDY LOAM STABILIZED PERCOLATION RATE OF i MINUTE 50 SECONDS. qx X \�� DESIGN INFORMATION: k DESIGN BASIS NEW YORK STATE DEPARTMENT OF HEALTH GLEN LAKE TOWN OF QUEENSBURY X I POTABLE WATER SUPPLY _fix NO OBSERVED EXISTING POTABLE WATER SUPPLY WELLS LOCATED WITHIN 2 STORY '-1 k 1 OD' SETBACK FROM 100 FT. OF PROPOSED WASTEWATER DISPOSAL SYSTEM. ����� /// NEIGHBORING WELLS WOOD FRAME X _�k / DESIGN FLOW a HOUSE 3 /[_k 2 BEDROOMS x 110 GPD/BEDROOM - 220 GPD 1000 GAL. RE-CAST t LOW FLOW WATER FIXTURES TO BE INSTALLED THROUGHOUT RESIDENCE. A- CONCRETE S IC TAN Dt ASPHALT SEPTIC TANK DRIVE PROVIDED A MINIMUM 1000 GAL. SEPTIC TANK FOR A 2 BEDROOM RESIDENCE. 2" HDPE FORCE MAIN - SEPTIC TANK 1E) MODEL A180 ® 4X22. 'ZABEL' RESIDENTIAL flLTER. CONCRETE 12-5" 40'-7' SHfD \Q� LEACHING SYSTEM (FIELD) DECK 220 GPD r 1.2 GPD/SQ. FT. - 183.33 SO. FT. REQ'D (�I 4" PVC O IX MIN COS (1 - 5 MINUTE/INCH PERCOLATION RATE SOIL) IRFQ 010 33-9� 183.3 ez0,4 REQURED3 Sp. FT. + 2' EQUIVALENT WIDTH = 91.67' MINIMUM INFILTRATOR "EQUALIZER 24"TRENCH PROVIDE (3) INFILTRATOR "EQUALIZER 24" LEACHING LATERALS, EACH 33.72' LONG. 26'-6'® STP #1 CF I "EQUALIZER 24" LATERALS TO BE (4) UNITS LONG EACH. EFFLUENT SEWAGE TO B EPUMPED GRIBUTION FROM THE RESIDENCE TO THE SEPTIC TANK VIA 64'-6" 0� i1 A SEWAGE EJECTOR PUMP STATION (PROVIDED BY OTHERS). LEACHING SYSTEM TO BE FORCE MAIN ROUTING THROUGH X GRAVITY DOSED AND DISTRIBUTED VIA THE DISTRIBUTION BOX FROM THE SEPTIC TANK. HOUSE, AND SEWAGE PUMP STATION, X BY OTHERS 10, (TYP.) x MIN (M13 SOUTH NEIGHBOR WELL WATER SUPPLY �� ���!!!FILEy AA �I -X N 3 NEW DISTRIBUTION BOX D7 4 NEW LEACHING LATERALLEGEND Dt IRS 2 EXISTING / BY OTHERS: g NEW/ PROPOSED IN THIS DESIGN: PROPERTY LINE: 100' LAKE SETBACK: . . . .... .. . . .. . . .. .. . .. . 4/19/04 ISSUED AS RECORD DOCUMENT TEST HOLE: 19 4/15/04 SUBMITTED FOR PERMIT TO CONSTRUCT RUH PERCOLATION TEST: (3 GRAPHIC SCALE DATE REV# ISSUED/REVISIONS gY RAW„� WASTEWATER SYSTEM PLAN 10 0 5 10 20 40 DETAIL REFERENCE TAG: NOD:& L SOaI.: SEE GRAPHM.AL SCALE f WASTEWATER PLAN C1 DRAWING/FOR DETAIL (IN I=) ETAIL I SCAM V- 1.0' RESIDENTIAL WASTEWATER DISPOSAL SYSTEM DETAIL REFERENCE TAG: ( `-� TAYLOR RESIDENCE D1 �A r' R ' QUEENARDO NOW PORK EE DRAWING FOR DETAIL T J�Y 1 'i C" C �, C � C7K)N CUT DIRECTION BUILDING JARRETT — MARTIN ENGINEERS, PLLC SECTION REFERENCE TAG: sEcnoN LETTER PROFESSIONAL ENGINEERING D1 H.TNOMAS JARREIT FOR SECTION T. P.E#57509 12 EAST WASHINGTON STREET PHONE:(518)792-2907 REVIEWED COPYRIGHT®2004 GLENS FALLS,N.Y. FAX:(518)798-1864 ONLY CO-0r nus oruvn"O wmi a &E AL w �E APRIL 2004 PRO#04-036 SHEET:1 OF 3 DATEOIL A E�o�oF~sN� areuceuseoacw®risuanww�. FILE:F/D40.36040804 TAYLOR WW SYSTEM DESIGN.DWG PLOTTED/REVISED:4/15/04 12:00 PM SPECIFICATIONS: PIPING: P-1)ALL GRAVITY SEWER SHALL BE PVC SDR 35.ASTM D3034; INSTALL IN ACCORDANCE WITH ASTM D2321. ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED BY A METHOD APPROVED BY ENGINEER. MOUND TO SHED WATER UNLESS UNDER P-2)ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.! NO LOW P01MTS OR ROADWAYS; RESTORE ROADS AND HIGH POINTS). WALKWAYS TO ORIGINAL CONDITION; TOPSOIL SEED & MULCH NON PAVED AREAS P-3) 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. FINISHED GRADE; CROWN GRADE OVER \ \ NATIVE SOIL BACKFILL LESS LEACHING SYSTEM TO SHED SURFACE ���� ��\�� ��\� ���� COBBLES AND LARGER COMPACTED LEACHING SYSTEM: WATER AWAY FROM LEACHING SYSTEM INSTALL MARKER /�/� /�\ \/� ROADWAYSTO 65X �95% MODIDIFIED FIED PROC ORTOR E L-1) INSTALL LEACHING CHAMBER UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE TAPE 18" DEEP \ //\�/ / \�� WITHIN ROADWAYS DIRECTED HEREON. EXISTING "EQUALIZER 24" INFILTRATOR 12'-0" 3'0 MIN COVER CHAMBER LATERAL (TYP.) 6"-0" (TYP.) \� \%�\% �\ \ L-2) IN NO CASE SHALL VEHICLE TRAFFIC BE ALLOWED OVER LEACHING AREA FOLLOWING INSTALLATION OF GRADE LATERALS. IN CASES WHERE FILL IS PLACED ATOP NATIVE SOIL SUBJECT TO SMEARING (SILT AND CLAY), NO �/ �/ �/' CLEAN SAND (100% PASSING J/i", HEAVY EQUIPMENT ALLOWED ON BASAL AREA, AT ANY TIME. PREP BASAL AREA BY BURNING VEGETATION OFF, �\ MAXIMUM 10% PASSING 200 SIEVE) OR BY VEGETATION TO WITHIN} 'OF GROUND SURFACE PRIOR TO PLACEMENT OF FILL. IN CASES WHERE \\//�//�//�//�//�/�//�/ ///\� / �//� / /�\ / FILL IS REQUIRED ATOP NON—SMEARING SOIL(SAND& GRAVEL), EXISTING VEGETATION SHALL BE CUT AND �� � � � �/��/ �2—8��/��/��/��/��/����i:�/��/��/��/��/\ �/ ��/�� TOPSOIL REMOVED AND STOCKPILED FOR REUSE ON SYSTEM. / //�//\/ 6` MIN. (TYP.) •�� FORCE MAIN L-3) CONTRACTOR TO VERIFY CONSISTENT SOIL CONDITIONS IN AREA OF LEACHING AREA PRIOR TO \ \�/ CONSTRUCTION; ENGINEER AND/OR OWNER TO BE NOTIFIED IMMEDIATELY OF INCONSISTENCIES. / / /V// //x\/ A �� _ - �� / ROCKIF INBEBOW) L-4) CONTRACTOR TO INSTALL LEACHING SYSTEM TO (RELATIVE) ELEVATIONS SHOWN: DOCUMENT ELEVATIONS \ \ OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. I RCOLATIONINRATE \\/� /�\�jA\�� j� /�\/ TANKS/STRUCTURES: 18' t T-1) PRECAST STRUCTURES SHALL BE AS SUPPUED BY FORT MILLER CO., INC., OR EQUNALENT. (D IF 3' COVER CAN NOT BE ACHIEVED THEN REFERENCES TO HEAVY DUTY REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING. INSULATE PIPE WITH 2' RIGID FOAM PIPE T-2)THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF INSULATION; PROVIDE PROTECTIVE COVER PERMANENT MARKER(S) OVER COVER(S),AND MEASUREMENT"TIES'TO PERMANENT STRUCTURES SHOWN ON OR CASING; FASTEN SECURELY TO PIPE. THE 'RECORD DRAWINGS"(SEE GENERAL NOTES). ® VEHICULAR TRAFFlC AREAS, 3'0" COVER C SYSTEM SECTION CANNOT BE ACHIEVED, FORCE MAIN SHOULD BE T-3)ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST SCALE:N.T.S. PLACE IN A 6" PROTECTIVE CASING FOR ROUTING POSSIBLE FLOTATION USING HEAVY DUTY TANKS W/ 6'EXTENDED INTEGRAL BASES, OR BY AN ALTERNATIVE LINDER TRAFFICWAYS, METHOD APPROVED BY ENGINEER. T-4)TANKS/STRUCTURES SHALL BE SEAMLESS OONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS (ASTM TYPICAL TRENCH SECTION C1227). WALL PENETRATIONS SHALL BE SLEEVED; SLEEVE TO BE SEALED TO TH[WALL WITH NON-SHRINK B SCALE: N.T.S. 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. 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 PERMANENT MARKER WATERTIGHT MANHOLE FRAME & COVER; ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. OVER COVER WATERTIGHT JOINT (TYP.) SYRACUSE CASTINGS /1502 OR EQUIVALENT; EARTHWORK&TURF ESTABLISHMENT: GRADE TO DRAIN AWAY FROM COVER WATERTIGHT SEALED ET-1)ALL DISTURBED AREAS SWILL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON CONCRETE PLUG 24' FINISHED GRADE THESE PLANS OR BY OWNER. NON-SHRINK ET-2)TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL PRECAST CONCRETE RISER AS REQUIRED 4' OUTLET TEE GROUT CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. 4" PVC 02% MIN 12" MIN. 24" MIN. T INSTALL NEW OUTLET MODEL A7801-4x22 RESIDENTIAL TO PUMP ET-3)SURFACE DRAIIMGE SHALL BE DIVERTED AROUND LEACH FEUD/BED AREA BY CONSTRUCTING SHALLOW 1 1/4" HOPE I PIPING O 1% SLOPE (MIN.) -ZABEL" FILTER OR EQUIVALENT STATION SWALE AROUND THE HIGH SIDE OF THE SYSTEM AND DAYLKiMTMG THE DRAINAGE IN AN AREA DOWNSTREAM FORCE MAIN '� 12" 3' 18" THAT WILL NOT AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY. 1 - t8" 4" PVC PIPE r II OUTLET L MIN. ET-4) CONTRACTOR 70 PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK, WHERE 1 1/4' x 4" F__4'—O' — POSSIBLE, ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES,AS BUSHING 15 18" EFFLUENT LINE PRACTICAL AND AS DIRECTED BY OWNER. NOTE: ET-5) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS DIRECTED BY OWNER. SEPTIC TANK BY FORT MILLER, INC. IF EXISTING OR NEW SEPTIC TANK CONTAINS A PRECAST CONCRETE TEE OR APPROVED EQUIVALENT OUTLET INSTEAD OF A 4" PLASTIC SANITARY TEE SUBSTITUTE ZABEL FILTER 2 INSTALL EFFLUENT MODEL A1807-4x22 FOR MODEL A1801-4x22. 01 FILTER IN OUTLET TEE !� l C / / /�//�/L /�//✓l�/lei,. SEPTIC TANK DETAIL n EFFLUENT FILTER DETAIL SCALE: N.T.S. SCALF: N.T.S. TREATED LUMBER MARKER ABOVE ALL BURIED COVERS; 7 SET 1/2�ABOVE GRADE 4" INLET 1 1/4" FORCE PIPE REMOVABLE COVER MAIN PROVIDE ADJUSTABLE LEVELING "EQUALIZER 24" CHAMBERS DEVICE ON EACH OUTLET 1 4" PVC DISTRIBUTOR 04/19/04 ISSUED AS RECORD DOCUMENT 4" GRAVITY DISTRIBUTION LATERAL END PLATE WITH 4" x 1 1/4" BUSHING O 0.5% MIN. SLOPE STANDARD END FROM DISTRIBUTION BOX ',`o 4/15/04 SUBMITTED FOR PERMIT TO CONSTRUCT RUH . .:' 12" MIN. OF CLEAN SAND 2" MIN yi-'`1` iA�� -FOR PEA GRAVEL FOUNDATION END END PLATE WITH 7;�" _ DATE REV# ISSUED/REVISIONS BY y tig S: STANDARD INVERT WASTEWATER DETAILS DI .<„ b FORT MILLER DISTRIBUTION _, RESIDENTIAL WASTEWATER DISPOSAL SYSTEM �1 OUTLETS - 4" KNOCKOUTS BOX OR EQUIVALENT `r; TAYLOR RESIDENCE REARDON ROAD DISTRIBUTION BOX DETAIL 4 INFILTRATOR LATERAL DETAIL ry,s OUEENSBURY,NEW YORK 3 SCALE: N.T.S. ti SCALE: N.T.S. JARRETT - MARTIN ENGINEERS, PLLC � . 0c q. PROFESSIONAL ENGINEERING i H.THOMAS JARRETT ht" P.E.#57509 12 EAST WASHINGTON STREET PHONE:(518)792-2907 COPYRIGHT®2004 GLENS FALLS,N.Y. FAX:(518)798-1864 APRIL2004 PRO#04-036 SHEET:2OF3 ArnvAuo "i T0N 0PTM�°ocuMertrxc�r FILE:F/04038040804 TAYLOR WW SYSTEM DESIGN.DWG PLOTTED/REVISED:4/15/04 12D0 PM W A 110EN9W BN611✓®i13 WlAVM1l EROSION&SEDIMENT CONTROL: ES-1)ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION&SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE PLANS AND/OR THE"NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL', USDA—NRCS, AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. GEOTEXTILE FABRIC: ES-2) NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND GEOTEXTILE FABRIC FILTER X. MIRAFI 1DOx, SEDIMENTATION. (SEE BEDDING DETAIL) STABLINKA T140N, SHEET FLOW DRAINAGE OR EQUIVALENT; OVERLAP SHALLOW CONCENTRATED FLOW & TIE JOINTS 6' MINIMUM 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. STEEL OR 2' x 2" ES-4) EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE 18" MIN. HARDW_OOD POSTS RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER, 24 MAX' (TYP•) 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 BUTT BALES TOGETHER, I.E.: NO GAP TYPICAL AS THE PRIOR IMPACT IS REMEDLATED. TIE POINTS LAYOUT FOR SHEET FLOW DRAINAGE ES-5) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT CONTROL SYSTEMS; CONTRACTOR TO DETERMINE'BEST MANAGEMENT PRACTICE(S)"AND SUBMIT TO ENGINEER FOR APPROVAL. I--5' MAXIMUM--4 SECURELY FASTEN WIRE FENCE TO POSTS & LAYOUT FOR SHALLOW CONCENTRATED FLOW FABRIC TO FENCE GEOTEXTILE FABRIC WRAPPED STEEL OR WOOD POST STEEL OR WOOD POST *FAIBRIC AY BALES, AS SHOWN ABOVE WITH WOVEN WIRE FENCE WITH WOVEN WIRE FENCE (14.5 GAUGE MIN.; (14.5 GAUGE MIN.; 2' x 2" HARDWOOD STAKES OR RE-BARS 6' MESH SPACING) 6' MESH SPACING) DRIVEN FLUSH WITH BALE; 2 STAKES PER BALE REQUIRED, ONE VERTICAL, ONE ANGLED ;,;,3 _��V44 --FLOW ,_7� " ----FLOW 4" MIN. GEOTEXTILE FABRIC (MIN.) DRAIN ROCK 4'x8"TRENCH 1-3 OVERLAP' MIN. (TYP.) WITH COMPACTED BACKFILL GEOTEXTILE FABRIC BEDDING DETAIL NOTES: NOTE: THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE OR SHALLOW 1.THIS DETAIL 6 APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR SEMI—PERMANENT BASIS CONCENTRATED FLOW ON DISTURBED SOILS, FAY BALE DIKES ARE NOT SUITABLE FOR (1 YEAR MAXIMUM)FOR EROSION CONTROL. STREAM CHANNELS' 2.SILT FENCE SHALL E PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. NAY BALE DIKES MAY E USED FOR TEMPORARY(180 DAYS MAXIMUM)EROSION CONTROL }, INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT AS NEEDED;9' (MAX.)RECOMMENDED STORAGE HEIGHT. 4.REMOM SISBEIR SMALL BE OEPOBILED M AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF—SITE AND OM E PEN&V Y STABLIZE& SEDIMENT CONTROL BARRIER: STRAW BALE DIKE SCALE: N.T.S. rl SEDIMENT CONTROL BARRIER: SILT FENCE A B SCALE: N.TS. 4' MI i f 4' MI �1 r o MEDIUM RIP RAP (TYP.) NON-WOVEN GEOTEXTILE FABRIC DIKE CONSTRUCTED USING CRUSHED STONE AND LIGHT RIP RAP; SEE CROSS SECTION BELOW ORIGINAL GRADE END SECTION O'ERFLOW OUTLET; WHEN USED AS CHECK DAM ONLY LIGHT RIP RAP OR GRADE -UNCLASSIFIED STONE AS DAM FACING 6" I GEOTEXTILE FABRIC OVER DEPTH VARIES: DAM FACE AND ANCHOR 04/19/04 ISSUED AS RECORD DOCUMENT (8" MIN.) 112 OR LARGER INTO CHANNEL WALLS/BOTTOM CRUSHED STONE 4/15/04 SUBMITTED FOR PERMIT TO CONSTRUCT RUH CROSS SECTION DATE REV# ISSUED/REVISIONS BY EROSION CONTROL DETAILS NOTES: ® EC1 THIS STRUCTURE RESIDENTIAL WASTEWATER DISPOSAL SYSTEM DRAINAGEONMO MODERATE SLOPES, OR ASOA CHECK F RAP IN A � �, ri TAYLOR RESIDENCE DRAINAGE DITCH; IF USED AS A CHECK DALI, PROVIDE OVERFLOW CAPABILITY. REARDON ROAD "A'TO BE 2 OR GREATER FOR TEMPORARY EARTH DIKES AND 2.5 OR � � ���;� QUEENSBURY,NEW YORK GREATER FOR PERMANENT EARTH DIKES. ¢' "B"TO BE HEIGHT SHOWN ON PLAN OR ECUAL TO HEIGHT OF ADJOINING JARRETT - MARTIN ENGINEERS, PLLC GROUND OR MAXIMUM 18" HIGH. �Yo, S� H.THOMAS JARRETT PROFESSIONAL ENGINEERING 4✓ P.E.#57509 12 EAST WASHINGTON STREET PHONE:(518)792-2907 n SEDIMENT CONTROL BARRIER: EARTH DIKE �®� g°,®� COFMIGHTO2004 GLENS FALLS,N.Y. FAX:(518)798-1864 SCALE: N.T.S. .. _ ONLY COflESOF1fMSOMNY1G wTNA ELUE SEu sNULxE coNsoeenmuE APRIL2004 PRO#04-036 SHEET:3OF3 ANDVP1Xl �TQN OFT�s°OGM�° FILE:F/04036040804 TAYLOR WW SYSTEM DESIGN.DWG PLOTTED/REMSED:4/15/D4 12:00 PM BY A LICENSED FNGINEFA ISUNAMRIL.