Loading...
2005-478 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050478 Application Number: A20050478 Tax Map No: 523400-301-008-0001-029-000-0000 Permission is hereby granted to: CLEANER IMAGE For property located at: 18 MANOR Dr 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: OMEGA ENTERPRISES, LLC 11 RICHARDS St Septic Alteration Commercial Total Value WARRENSBURG, NY 12885-0000 Contractor or Builder's Name / Address Electrical Inspection Agency Plans&Specifications 2005-478 SEPTIC ALTERATION $35.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, July 05, 2006 (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 06 ueen ury, 'ues , ly 05, 2005 SIGNED BY �'� for the Town of Queensbury. Director of Building&Code Enforcement c- j Application for Permit.—Septic Disposal System Town of Queensbttl y�7.12 I.3ay Road Queenshurv, NY 1280.1 (518) 761-8256 1. OWNER INFORMATION: ..............................................................................................................................._..... , j once Use } Location of installation: 18 Manor Drive File Permit No. on (}J 7 Tax Map No.301.8 / 1 / 29 C.,M I Fee Paid @= er's Name: Shaki Bhatti j Address: 931 State Route 9. Qsby. 2. INSTALLER'S NAME : PHONE NO. 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate h bedruom(i) and multiply It of bedrooms with applicable gallons per bedroom to equal total daily flo►v) Year of House: No. of Bedroogis x Computation = Total Daily Flow SEE PLANS 1980 or older x 150 gal/bdrm = 1980- 1991 x 130 gal/bdrm = 1991 -present x 110 gal/bdrm = Garbage Grinder Installed yes_ / no SEE PLANS ' "' I VED Spa or Whirlpool Installed yes_ / no 4. PARCEL INFORMATION: (circle applicable information & indicate nieasureniE PLANS �N OF:� -�NSBURY Bt11LDIN� � ,. T9p9gi1 1xy SQiI Na ur4 r4una WaLor Bedrock or Inihcrvio.tis Malcna _ Supply flat sand at what depth (it whal delrl/t nnalicipal Rolling locan feat feet well Steep slope clay if well; water supply slope other from any septic-.System depth: absorption is ft. other Percolation Test: (7o be completed by licensed prnfessioraal engineer or architect) —J Kate: ,minute per inch SEE PLANS 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be desigucd by a licensed professional engineer or architect(unless installed in a Planning 13oard approved subdivision). Add 250 gallons to the sirs of the septic lank and leach Geld for each Garbage Grindcr, Spa or Whirlix)ol Tub. SEE PLANS Septic Tank:k: gallon (min. size 1,000 gal) Tile Field: each trench _ft. Total System Length: Seepage Pit(s): number of size of each: ft. by ft. Sizo of Stono to be used: 1! / depth or thickness feet Bed System Size: x Alternative System: length and/or size A HO DINIG TANK cYS'&%- -X-required) - See p1 an --- - ------ - Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agencv. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON (please read) For your protection,please note that pursuant to Section 136-29 of rho Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or ► nave read tilo reglilatiollS With rosi)ect to this application and agree to abide by these and all requirements of the Town of Quecnsbttry Sanitary Sewage Disposal Ordinance. vc-,, �-t b 1a2105 Signature of responsible person Date F 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: _ • PERMIT NO.: L � LOCATION: ( 't � 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 End Caps Location/Separations Foundation to tank ft. Foundation to absorption 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 Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected,please call the Building& Codes Office Disapproved ( /� h16 t'L( �F " �l Last revised 1/6/05 Septic Inspection Report + Office No.(518) 761-8256 Date Inspection r uest re eiv Queensbury Building&Code Enforcement Arrive: am/p a "-1) in 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia NAME: E2 ` _ LDS P IT NO.: 7=5 — LOCATION: J\tJ Up V>jZX\ SPECT ON: RECHECK: Comments and/or diagram Soil T n Clay Type of Wate unici ai LVell Water Waterline se aration distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. PRj Length of each trench ft. 50 Depth of trenches Size of Stone rr� Seepage Pits: Number lQ 1 tJ j L C)LX�1� Size: x � � , Stone Size: RO) LVt Piping Size Type Building to tank Tank to Distribution Boxes LA ki Q Distribution Box to Field iff Opening Sealed: Y/N/ artial End Caps Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N Location of System on Property: (� n Front Rear Left Side Right Side L'Ut Middle Front Middle Rear System Use Statu Approved Partial Approved and nee s to be re-inspected,please call the Building&Codes Office Disapproved Last revised 1/6/05 Lax-2 3p " Septic Inspection Report Office No.(518)761-8256 Date Inspectionit=k St Queensbury Building&Code Enforcement Arrive:742 Bay Rd.,Queensbury,NY 12804 Inspector's InitNAME: C6-LOCATION: RECHECK: /' Comments an or is ram 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 End Caps ✓"" ��// Location/Separations Foundation to tank ft. Foundation to absorption 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 Front Middle Rear System Use Status, Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 1/6/05 Lc)w cs Septic Inspection Report Office No. (518)761-8256 Date Inspectioryrequest received: Queensbury Building&Code Enforcement Arrive: _y am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's In' ials: NAME: ����`� � PERMIT NO.: 73 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: $, / 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 End Caps Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N En ineer Re ort and As-Built 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,plYase call the Building&Codes Office Disapproved Last revised 1/6/05 GENERAL NOTES: C 0-1) PUN BASED ON PLAN BY RICHARD E.JONES ASSOCIATES.ARCHITECTS AND EWIROHMENTAL PLANIEJRS. REVISED 12/31/Ot AND LIMITED FIELD MEASUREMENTS BY JARIffTT-MARTM ENGINEERS. PLLC. C-2)CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION;CONTACT DIG SAFELY NEW YORK AND RECORD FIE /. VERIFY BUBDBIG CONNECTIONS. LOCATION AND ELEVATION. PRIOR TO INITIATING CONSTRUCTION. CONFLICTS ONF IC S OR I DISCREPANCIES SITE CONDITIONS ARE NOT AS REPORTED INDIC TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER EXISTING SEWER TO BE ABANDOOED/RE]AOUED O\ � H G-3) CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE SYSTEM WAS PEDESTRIAN LATE:%V CONSTRUCTED (NO DESIGN CHANGES PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER AND APPROVAL AGENC')- 22 1/7 BEND ®�SOM SOF DOOR EXISTING WATER MAIN G-4) CONSTRUCTION OF NEW PIPING.TANKS AND LEACHING SYSTEM SHALL BEM CONFORMANCE WITH THE NYS DEPT. OF HEALTH, TOWN OF pUMMIRY WASTEWATER STANDARDS.AND DETAILS/SPECS ON THESE DOCUMENTS. CONFLICTS APPROXIMATE MAINTAIN EXISTING 8'0 SP TCATN SWILL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. 8' DEEP DRY WELL G-5)CONTRACTOR TO PROVIDE ENGINEER WITH A CONSTRUCTION SCHEDULE PRIOR TO BEGINNING PROJECT. NOTIFY 45. BEND ` ENGINEER OF CONSTRUCTION MILESTONES DURING PROJECT FOR SITE VISITS BY ENGINEER. MAWAIN EXISTING IN � � l/r BEND RiMIRED�VyOlpNieD 8' DEEP DRY WELL ) EXISTING 4' DRY WELL ENCLOSURE DUN(Nf�Op BE EXISTING SEPTIC TANK 8 (OUT OF SERVICE) TEMPORARILYRELNWED WASTEWATER DESIGN INFORMATION: B FORMER B'f �L$� k 8' DEEP DRY ELL TOWN Of m rs EXISTING PARKI AREA NEW YORK SPATE DEPARTMENT OF HEALTH W (REMOVED) QUEENSOURY g FORMER 8'0 pop= WATER SUPPLY S' DEEP DRY WELL (REMOVED) 4� O ` J NEW POTABLE FROM WATER SUPPLIES TO WASTEWATER HAVEDISP MIN. 50'SYS OF.GROUTED CASING AND BE LOCATED 100 FT. SLOPE 8'PVC 01X TAN. MIN. 28 GRAVITY SEWER DNO KNOWN ISPOSAL EXISTING POTABLE WATER SUPPLIES LOCATED WITHIN 150 FT. OF PROPOSED WASTEWATER 3034 SIp T6 .. P.T. 1 Q / �� A5T11 T.P. 1 b++ RZ DESIGN fLY1W 1 BEDROOM APARTMENT 0110 GPD/BDRM - 110 GPD €- -: •�� 1370 CPO LAUNDROMAT USAGE; USE 1500 GPD / (5 YEAR HISTORY; Am DAILY USE; MAXIMUM QUARTER METERED WATER USE) IN PLAN PR0P0W-1) Y000 GALLON / 1500 GPO + 110 CPO - 1610 GPD DESIGN 10' D1 SEPTIC 1ANKS (2) CFPTY` TANK 1610 X 1.S(NYDEC SIZING FACTOR) - 2415 GALLON (MIN.) CAPACITY REQUIRED REUSE 750 GALLON TANK © BOULDERS R OT1 R SUPPLEMENT WITH (2) - 2000 GALLON HEAVY DUTY SEPTIC TANKS 4- PVC 00.5Xf /O D TOTAL CAPACITY - 750+2000+2000 - 4750 GALLONS / O EXISTING BUILDING SEPTIC TANS EFFLUENT FILTER O / PROVIDE (1) MODEL A300-12X36. -ZABEL- COMMERCIAL FILTER. DISTRIBUTION (DEEP INFILTRATION IRENC.H) WES EACI� 4 O / 16OP0 ♦ 0.9 OPO/SF BED APPLICATION RATE - 1789 SF REQ'D®( OVRE 0 1789 VIDE SF ♦ 8 SF/UF Of DEEP TRENCH - 224 LF REO'D / Oi ® PRO 10 LATERALS 0 30 LF/EACH - 300 LF PROVIDED V N OF Q U E E N S B U R Y GRAINY DOSIN FROM SEPTIC TANKS/ GRAVITY DISTRIBUTION VIA DISTRIBUTION BOX DING & DEPT. / P SUBSu FAC INVESTIGATION: C D o� _ VE_D BY / T1EaT NNT ., MEDIUM BROWN Q S / 5.7s 7'7.2' BROWN/GREY FINE �Q 7.2 - 10.7' GRAY FINE SAND 10.7 - 13' GRAY COARSE SAND / 0 MOTTLED 06't PERMATON TEST 01 6 30' LONG 3'WIDE TEST �3' DEEP 1Po11101I TRENCH / SOIL: GRAY COARSE SANG S ©(8 REA ) / STABILIZED PERCOLATION RATE OF 0 MINUTES 11 SECONDS. ,Of NEy,y 10' �� OCAS VPS � TIC Ix w LEGEND lop 0 EXISTING PARKING AREA A rf OTHERS: ` �C lures denoted by lower case lettering) \ REQUIRED p (AXION TESTS ®YONRIORING WELL /,0 9/15/OS ODNST REVISIONS•RESUBMITTED R TO CON37RU(.T HTJ MS DESIGN: 30 FOOT LONG (4 REQUIRED) L TO W ITN SS) )ERTY LINE: 4• PERFORATED PVC' C8/23/O5 ISSUED FOR CONSTRUCTION ® LATiRM.PIPING 01/4X OEJ28/05 SUBMITTED FOR PERMIT TIO CONSTRUCT MAF TOTER MAIN: CAPPED EACH END (2 REQb) / 'DATE REV I ISSUED/REVISIONS BY N CONTROL: TEST HOLE: / SITE PLAN C1 SPECIFICATIONS: PIPING: P-1) ALL GRAVITY SEWER SHALL SE PVC SDR 35,ASTM 03034. INSTALL IN ACCORDANCE WITH ASTM D2321. ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED BY A METHOD APPROVED BY ENGINEER. 4" PVC PERFORATED P-2) ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.: NO LOW POINTS OR HIGH DISTRIBUTION LATERAL POINTS) ALLOW FOR FLOW BACK TO PUMPSTATION DURING PUMP OFF CYLCES. (DRAIN BACK FEATURE). 3 (HIG" POINT AT CENTER OF TRENCH; [] SLOPE EACH WAY 00.25%t) P-3) HOPE PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE AT DIRECTION C H OWNER/ENGINEER; RADIUS OF BEND TO BE AS DIRECTED BY THE MANUFACTURER. N NATIVE BACKFILL Z (MOUND TO SHED RUN-OFF) NATIVE BACKFILL p �_ (MOUND TO SHED RUN-OFF) V > s, TANKS/STRUCTURES: lil 16" MIN. /. NOTE: PROTECT BUILDING FOUNDATION DURING T-1) PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO.. INC., OR EQUIVALENT. REFERENCES TO \ / NOTE: PROTECT BUILDING // \ FOUNDATION DURING HEAVY DUTY REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING. EXCAVATION \/\/\/ / D; 00 / \ \ \ \ �\�'\//\//\/ Q \//\ \ \// EXCAVATION T-2) 71iE LOCATIONS OF ALL BURIED STRUCTURES SFNLL BE DOCUMENTED BY INSTALLATION OF PERMANENT CA \/\/\/\ 0 \ \ \ �j // // //O // // MARKER(S) OVER COVER(S), AND MEASUREMENT 'TIES"TO PERMANENT STRUCTURES SHOWN ON THE "RECORD o QO o �Qo DRAWINGS- (SEE GENERAL NOTES). 'U0 CEOTEXTILE FOR SEPARATION O /\/ QQQ \/� \\ /\\/\\ GEOTEXTILE FOR SEPARATION T-3)ALL TANKS SET 13ELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE N \//\//\/ O / �/ // /�/\/\/ Q� Q FLOTATION USING HEAVY DUN TANKS W/ 6" EXTENDED INTEGRAL BASES, OR BY AN ALTERNATIVE METHOD APPROVED O \\/ �OpoO // / O / ✓\//\� BY ENGINEER. ++ /\\ \\ O \ \/� T-4)TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS (ASTM C1227). o /%\ o O"RVONO� \/ / � \\// //\\//O O Q \� /\\�\\� WAIL PENETRATIONS SHALL BE SLEEVED; SLEEVE TO BE SEALED TO THE WAIL WITH NON-SHRINK GROUT, AND THE _O \\ \�/ �OOO(� fl \ � HIGH CAPACITY H-20 UQO \\/ / PIPE SEALED TO THE SLEEVE WITH WATERTIGHT. (ENGINERICER MATERIAL. TANKS TO BE TESTED TO DOCUMENT WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER. (ENGINEER TO WETNESS) 1HC20) INFILTRATOR— �\/\ • /\/\ T-5) TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FDR(H-20) E / // / // //\//\ \ / / (34" WIDE X 16" HIGH) 00% '\\/ / / / //\\//� WHEEL LOADING. E \ ` O_ /�\/\\/\\//\\//\\//\\\ '\ / x /\ \/ T-6) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATNE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. MONITORING WELL WASHED CRUSHED STONE /�////////�/ (4"4 PERFORATED 1 1/2"t (UNIFORM SIZE) MONITORING WELL WASHED CRUSHED STONE T-7) FOR SEPTIC TANKS PLUMBED IN SERIES THE "LABEL" FILTER SHALL BE LOCATED ON THE OUTLET OF THE E PVC RISER W/CAP) (4"0 PERFORATED 1 1/2"t UNIFORM SIZE) DOWNSTREAM TANK ONLY. FRAME AND COVER TO BE PROVIDED OVER 'LABEL"FILTER AND PERMANENT \ MARKERS ( 3 PVC RISER W/CAP) OVER ALL OTHER TANK OPENINGS UNLESS OTHERWISE DIRECTED BY OWNER. It d LO O 1 LO rn A LEACHING TRENCH SYSTEM SECTION B LEACHING TRENCH SYSTEM SECTION 2 SCALE: N.T.S. O /�� 2, V^l SCALE: N.T.S. w W C E CL PRECAST CONCRETE RISER PERMANENT MARKER OVER MANHOLE FRAME K COVER; SYRACUSE CASTINGS J1009 AS REQUIRED (TIP.) COVER IN LANDSCAPE AREAS ONLY WITH NON-PENETRATING PICK HOLES AND BOLT INSTALL 2X36 "LABEL" Q1 DOWN GASKETTED COVER OR EQUIVALENT; EFFLUENTT FILTER o WATERTIGHT JOINT (TYP.) GRADE TO DRAIN AWAY FROM COVER (TYP.) y 24" \ 24" / \ FINISHED GRADE OUTLET PIPE LO p f-•--+ 24" MIN. TO LEACHING .N 1. EFFLUENT PIPE; INSTALL 36" SYSTEMi AS SHOWN ON WASTEWATER PLAN INLET 3" 3" FL 3" L WATERTIGHT SLEEVE / (� _ OUTIET— AND SEAL (TYP. ALL- / 12" 1B"I ' 15" _ o PENETRATIONS) L FORT MILLER 1000 GAL. ¢ 6" SANITARY OUTLET TEE s EFFLUENT FILTER 3 PRECAST CONCRETE SEPTIC TANK OF NEyv D DI OR EQUIVALENT (TYP.) E L �Q' O�pS /\ \\��\\�� \\J�\\��\\i�\\/��iJ�\jj�j\�j/�\j/�\j/�\jj��j'\�j, r 111 CRUSHED STONE FOUNDATION D1 SCALE: FILTER DETAIL y 2 2 SEPTIC TANKS IN SERIES DETAIL '� F ((�7�\�Q�' C1 SCALE: N.T.S. ESS 00 LCI �O PERMANENT MARKER OVER COVER 0 FINISHED GRADE 9/15/06 CONST REVISIONS-RESUBMITTED FOR PERMIT TO CONSTRUCT HTJ g REMOVABLE COVER 08/23/05 1 ISSUED FOR CONSTRUCTION d FORT MILLER DISTRIBUTION 8" (MIN.) E BOX OR EQUIVALENT 06/28/05 SUBMITTED FOR PERMIT TO CONSTRUCT MAF v INLET— DATE REV# ISSUED/REVISIONS BY OUTLET--- g 4"0 EFFLUENT PIPE; WASTEWATER DETAILS N INSTALL AS SHOWN 4"0 DISTRIBUTION PIPE; INSTALL 1 ON WASTEWATER PLAN 2" (MIN. AS SHOWN ON WASTEWATER PLAN REPLACEMENT WASTEWATER SYSTEM L MANOR DRIVE LAUNDROMAT v //�/ //\ j\ / QUEENSBURY,NEVWE YORK 0 a OUTLETS — a"0 KNOCKOUTS (MIN.) OF CLEAN SAND POR JARRETT - MARTIN ENGINEERS PLLC In PROVIDE ADJUSTABLE LEVELING OR PEA GRAVEL FOUNDATION � 00 DEVICE ON EACH OUTLET H,THOMAS JARRETT PROFESSIONAL ENGINEERING N P.E.#57509 12 EAST WASHINGTON STREET PHONE:(518)792-2907 DISTRIBUTION BOX DETAIL COPYRIGHT C 2006 GLENS FALLS,N.Y. FAX:(518)798-1864 4 O OIYV COPES OF,1pe ORAVRYINIM. o ^ SCALE: N.T.S. ® JUNE 2005 PRO#05-068 SHEET:2 OF 3 o V � i FILE NAME 0506W61006 MANOR DRIVE LAUNDROMAT.dvg PLOTTED/REVISED.%l 6/05 12:OOPM EROSION&SEDIMENT CONTROL: GEOTEXTILE FABRIC: ES-1) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH GEOTEXTILE FABRIC FILTER X, MIRAFI 100x, PROVISIONS SHOWN ON THESE PLANS AND/OR THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT (SEE BEDDING DETAIL) STABLINKA T140N, CONTROL% USDA-NRCS, AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. SHEET FLOW DRAINAGE OR EQUIVALENT; OVERLAP SHALLOW CONCENTRATED FLOW & TIE JOINTS 6" MINIMUM ES-2) NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND I I I + I SEDIMENTATION. STEEL OR 2" x 2" ES-3) RESTORATION OF DISTURBED AREA SHALL BE COMPLETED WITHIN 7 DAYS OF COMPLETION OR TEMPORARY 18" MIN. FHARDWOOD POSTS STOPPAGE OF WORK. TEMPORARY STOPPAGE OF WORK SHALL BE DEFINED AS 14 CALENDAR DAYS OR LONGER. 30 24" MAX. (TfP.) ES-4) EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE RESTORATION S COMPLETE AS DIRECTED BY THE OWNER. ZBUTT BALES TOGETHER, I.E.: NO GAP /y� TYPICAL ES-5) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN O TIE POINTS PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT RESUME v LAYOUT FOR SHEET FLOW DRAINAGE 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) 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 O MAXIMUM--4 O SECURELY FASTEN WIRE FENCE TO POSTS EARTHWORK&TURF ESTABLISHMENT: 10 LAYOUT FOR SHALLOW CONCENTRATED FLOW FABRIC TO FENCE O ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE Lo PLANS OR BY OWNER. O ET-2) TOPSOIL SEED AND MULCH DISTURBED AREA TO ESTABLISH GRASS GROWTH: CONTACT LOCAL SOIL c GEOTEXTILE FABRIC WRAPPED STEEL OR WOOD POST STEEL OR WOOD POST CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. 0 AROUND HAY BALES, AS SHOWN ABOVE WITH WOVEN WIRE FENCE WITH WOVEN WIRE FENCE U (14.5 GAUGE MIN.; (14.5 GAUGE MIN.; ET-3) CONTRACTOR TO PROTECT EXISTING STRUCTURES k PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, o B" MESH SPACING 6" MESH SPACING ROB PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES.AS PRACTICAL AND AS 2" x 2" HARDWOOD STAKES OR RE-BARS ) ) DIRECTED BY OWNER. E DRIVEN FLUSH WITH BALE; 2 STAKES �— ET-4) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS DIRECTED BY ti PER BALE REQUIRED, ONE VERTICAL, ONE ANGLED 1 _ 4 4" —FLOW 1,_�4" 8 4" FLOW OWNER. p �4" MIN. GEOTEXTILE FABRIC 3" (MIN.) DRAIN ROCK E 1 -3 4"x6" TRENCH 1'-3 3 OVERLAP FABRIC WITH COMPACTED BACKFILL O STAKE B" MIN. (TYP.) GEOTEXTILE FABRIC 0_ Ln BEDDING DETAIL I� NOTES: NOTE; i. THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR SEMI—PERMANENT BASS THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE OR SHALLOW (1 YEAR MAXIMUM) FOR EROSION CONTROL O CONCENTRATED FLOW ON DISTURBED SOILS. HAY BALE DIKES ARE NOT SUITABLE FOR STREAM CHANNELS. 2. SOLT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICENCY. NAY BALE DIKES MAY BE USED FOR TEMPORARY(180 DAYS MAXIMUM) EROSION 3. ASPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT AS NEEDED; 9" W CONTROL (MAX.) RECOMMENDED STORAGE HEIGHT. c 4. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT .""—. OFF—SITE AND CAN BE PERMANENTLY STABILIZED. E S STRAW BALE DIKE r--16" MIN.--j O_ SCALE: N.T.S. A B j g SILT FENCE 0 4' MI SCALE: N.T.S. Of 1 r� V) N I-— MI o MEDIUM RIP RAP (TYR.) y E NON-WOVEN GEOTEXTLE FABRIC a � DIKE CONSTRUCTED USING CRUSHED STONE AND LIGHT c RIP RAP; SEE CROSS SECTION BELOW ORIGINAL GRADE 0 END SECTION pF NE►v -M OVERFLOW OUTUM. GJ �[•A �/ 'Q c H ONLY D AS CHECK �O LIGHT RIP Po1P OR fTl rr m GRADE UNCLASSIFIED STONE AS DAM FACING Y o y 2 6" 515� c SSIONP� 00 O I \\\-GEOTEXTILE FABRIC OVER O DEPTH VARIES: DAM FACE AND ANCHOR (e" MIN.) /2 OR LARGER INTO CHANNEL WALLS/BOTTOM 9/15/05 RESUBMITTED FOR PERMIT TO CONSTRUCT HTJ v CRUSHED STONE 08//23/05 ISSUED FOR CONSTRUCTION d E CROSS SECTION 06/28/05 SUBMITTED FOR PERMIT TO CONSTRUCT MAF E 0 DATE REV# ISSUED/REVISIONS BY u) NOTES: N THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW EROSION CONTROL DETAILS EC1 DRAINAGE ON MODERATE SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A d DRAINAGE DITCH; IF USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY. REPLACEMENT WASTEWATER SYSTEM <L "A" TO BE 2 OR GREATER FOR TEMPORARY EARTH DIKES .AND 2.5 OR MANOR DRIVE LAUNDROMAT GREATER FOR PERMANENT EARTH DIKES. MANOR DRIVE QUEENSBURY,NEW YORK o "B" TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING Q. GROUND OR MAXIMUM 18" HIGH. JARRETT - MARTIN ENGINEERS, PLLC L" PROFESSIONAL ENGINEERING O H.THOMAS JAARETT N EARTH DIKEP.E.#57509 12 EAST WASHINGTON STREET PHONE:(518)792-2907 COPYRIGHT 0 2006 GLENS FALLS,N.Y. FAX:(518)798-1864 LZ SCALE: N.T.S. 0 1 wxvco--nna--A O eweeFxaHu+a�correoe�,a�,� JUNE2005 PRO#05-068 SHEET:30F3 Arovun FILE NAME 05068061005 MANOR DRNE LAUNDROMAT.dxg PLOTTED/REVISEDMI 5/W 12:00PM