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2005-058 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 4E Community Development- Building &Codes (518) 761-8256 CERTIFICATE (.3"VE7 COMPLI-A-N- C E Permit Number. P20050058 Date Issued: Wednesday, January 09, 2008 This is to certify that work requested to be done as shown by Permit Number P20050058 has been completed. Tax Map Number. 523400-227-013-0002-048-000-0000 Location: 68 ROCKHURST Rd Owner. JOHN & MARGARET HECKMAN JR Applicant: JOHN & MARGARET HECKMAN JR This structure maybe occupied as a: Septic Alteration Residential By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the )J4 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 Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050058 Application Number: A20050058 Tax Map No: 523400-227-013-0002-048-000-0000 Permission is hereby granted to: JOHN& MARGARET HF.CKMAN JR For property located at: 68 ROCKHURST Rd in the Town of Queensbury,to constrict 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: JOHN& MARGARET HECKMAN J 23 TOWER HEIGHTS Septic Alteration Residential Total Value LOUDONVILLE, NY 12211 Contractor or Builder's Name / Address Electrical Inspection Agency I.B.S. SEPTIC 2 LOWER WARREN STREET OIJEENSBITRY_ NY Plans&Specifications 2005-058 SEPTIC ALTERATION $25.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, February 01, 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 Ton of 7, ebruary 01, 2005 SICJNED BY for the Town of Queensbury. Director of Building&Code Enforcement Apl)licatiorr for Perrmit.—Septic Disposal System Iim,n of Queeiisbmy�7.12lJoyltoud Qucenashwy, NY 12804 (:518) 761-8256 1 �,�(��. j 1. OWNER INFORMATION: Office use Location of installation: 68 rockhurs t Road �. � File Permit No. Tax Map No227.13/ 2 / 48 � • I Fee Paid Owner's Name: John Heckman ` Address: 23 Tower Heights, Loudonville, NY 12211 2. INSTALLER'S NAME : IBS Septic PHONE NO. _Rt e4 3. RESIDENCE INFORMATION: (circleyear of dwelling, indicate 11 bedroonn(y) and multiply ll of bedrooms with applicable gallons per bedroorn to equal total daily flow) Year of House: No. of Bedrooiirs x Computation = Total Daily Flow 1980 or older x 150 gal/bdrm = . 1980— 1991 x 130 gal/bdrm = 1 VEr 1991 —present 3 x 110 gal/bdrm = 330 4N € Garbage Grinder Installed yes 1 no X Spa or Whirlpool Installed yes_ i no X C ` lti 4. PARCEL INFORMATION: (circle applicable information &indicate measurements) ToL. p . ic_Wal�ph _ nd Wa r Sulrhly scuul (it what depth ctt what depth nrrrtticipat Rolling loctrtt N/A feet N/A feet well Steep slope clay if well; water supply slope other front any septic-system depth: obs•oiption is ft. other Lake George Percolation Test: (To be completed by licensed professional engineer or architect) Rate: —NIA __.n ;mae per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems►nest be designed by a licensed professional c►tigi►icer or architect(unless installed io a Planning hoard approved subdivision). Add 250 gallons to the%i'/.c of the septic tank and leach ficid for each Garbage Gr►nder, Spa or Whirllxrot'l'ub. Septic Tank: 1000 gallon (min. size 1,000 gal) Tile Field: each trench N/A ji. Total System Length:__ ___,1t• Seepage Pit(s): number of N/A size of each: ft, by ft. Size of Stone to be used: It N/A / depth or thickness feet Bed System Size: N/A x Alternative System: N/A length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: N/A / Size of each: 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 note that pursuant to Section 136-29 of the 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 circumstance known by or oil behalf of an applicant, shall be void. I have read tiro regulations with respect to this application and agreo to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Signature of responsible person kate , Septic Inspection Report � l Office No. (518) 761-8256 Date Inspection req eti: Queensbury Building&Code Enforcement Arrive: a / ,Depart:. am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials. NAME: PERMIT NO.: r LOCATION: INSPECT ON: — Z- RECHECK: Comments andlo,�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 lengthft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: PipingSize T Building to tank +� Tank to Distribution Box Distribution Box to Field Pit Opening Sealed: Y I N Partial End Cap > CA4 Inlet/Outlet Pipes&Baffles Y N 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 Fr nt Middle Rear &gem Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 SUPERIORDATA SERVICES," INC. 44 Court Street Suite 300 3 West Main Street Suite 202 Brooklyn, NY 11201 Elmsford, NY 10523 718-625-9949 Fax: 718-625-9609 914-347-1636 Fax: 914-347-3163 FIELD FORM DATE: 1/25/2005 Title: JCL ESS142937 Cntrl No: 111521 Premises: 26 BROADACRES ROAD Muni Fee: UNIT#1 District: Section: 302.18 Block: 3 Lot(s):40 Company: JCL County: WARREN Tax Class: 210 Town/City: Town of Queensbury Micro Class: G� Village: MDR#: 124 j [ Owner: CONNOLLY,BRIAN CERTIFICATE F O OCCUPANCY TO WHOM IT MAY CONCERN, PLEASE PROVIDE US WITH COPIES OF ANY CERTIFICATE OF OCCUPANCY, CERTIFICATES OF COMPLETION AND/OR COMPLIANCE AND ANY RECORDS OF OPEN BUILDING PERMITS ON FILE WITH REGARD TO THE ABOVE CAPTIONED PREMISES. THANK YOU, SUPERIOR DATA SERVICES RECEIVED ED JAN 31 2005 TOWN OF QUEENSBURY PLANNING OFFICE ST O D `I 2- IrCSISV [JC1V VYLLSulgifte0 1plax LETTER OF Professional Engineering 12 East Washington Street Glens Falls, NY 12801 DATE / loci JOB NO. `/ I TEL 518-792-2907 ATTENTIO -' FAX 518-798-1864 RE: TO I OI�J t l � DO S�4 I � WE ARE SENDING YOU I Attached _l Under separate cover via the following items: Shop drawings Prints _ Plans Samples i Specifications Copy of letter Change order COPIESDATE NO. DESCRIPTION --z C CI - 1 O _ 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 tLUYI y� / 00 SIGNED: ALI 4 If enclosures are not as noted,kindly notify us at once. From a O:D TM 19" Septic Tank Kit Q° N CO CD Cn w� i N� Septi c Tank CO Kits of Copolymer To a Polypropylene Complete Septic Tank Plastic in 45 Minutes! [Patent Pending] LIFETIME GUARANTEE UNCY"O" NDITIONAL 3'� S 1200 gallon tank shown Weighs only 10% of the same size concrete tank and can be carried inw . a pickup truck! ti i � I I A +' W €`3 [Patent Pending] �, UARANTEE DITIONAL LIFETIME ` TM TM EZ-Tanks are septic tank kits that i Eas are shipped as a kit and assembled to � �■i` Install at the installation site. [Patent Pending] • They are constructed of 100% w; copolymer polypropylene plastic. Easy Assembly! s Septic tank kits are assembled with seamless interlocking channels (patent „42 _ < pending) using a cordless screwdriver. �. xw TO FIND A DISTRIBUTOR W«' NEAR YOU: Tensile [WEBSITE] ll Stren t h www.ez-tanks.com g • Available in all sizes 3800 P 1 [E-MAIL] • 10 times stronger than concrete! V information@ez-tanks.com • One tenth the weight of the same F350 Diesel(4280 Ibs front axle)resting on a 1200 gallon [PHONE] size concrete tank......a 1000 gallon EZ-TankSTM septic tank. 407-854-5383 EZ Tank weighs only 750 pounds These septic tanks will literally [FAX] when assembled. revolutionize the 407-854-6156 • Environmentally Safe and will last "onsite sanitary treatment industry!" indefinitely! EZ-TanksTM should not be confused WE ENCOURAGE NEW • Ease of storage with polyethylene or fiberglass tanks. DISTRIBUTORS! Log on to our website for details MF f, 711 i www.ez-tanks.com phone: 407-854-5383 rENFRAL NOT S G-1) PLAN BASED ON SURVEY MAP TITLED "MAP OF A SURVEY FOR JOHN L JR. B MARGARET A. i HECKMAN", BY D.L. DICKINSON ASSOCIATES, SURVEYORS. AND ENGINEERS DATED AUGUST 2D01, LAKE G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY NEW GE GE YORK AND RECORD FILE III. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SMALL 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 PUNS AS THE SYSTEM ! WAS CONSTRUCTED (NO DESIGN CHANGES PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER AND O APPROVAL AGENCY). G-4) CONSTRUCTION OF NEW PIPING, TANKS AND LEACHING SYSTEM SHALL BE IN CONFORMANCE WITH ! THE NYS DEPT. OF ENVIRONMENTAL CONSERVATION, NYS DEPT, OF HEALTH, TOWN OF OUEENSBURY APPROXIMATE C/� LAKE GEORGE WASTEWATER STANDARDS, AND DETAILS/SPECS ON THESE DOCUMENTS. CONFLICTS SHALL BE BROUGHT TO "Or * EXISTING CARPORT ' ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. ' WASTEWATER DESIGN INFOBM_ATION: U I _ DESIGN III O _ -^ NEW YORK STATE DEPARTMENT OF HEALTH 3r 1-1— EXISTING DOCK TOWN OF OUEENSBURY �FPOTABLE WATER SUPPLY R" FLAKE NO KNOWN POTABLE WATER SUPPLIES WITHIN 50' OF PROPOSED SEPTIC TANK _� - EOR It '�— � DESIGN FLOW 3 BEDROOMS X 110 GPD/BEDROOM - 330 GPD (INSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REQUIRED, NO GARBAGE COD1MIECT NO 9EM GRINDERS OR SPAS/ HOTTUBS CONNECTED TO WASTEWATER DISPOSAL SYSTEM) LO A N E 7 t REPTIr TANK "� !� A Pik a � �/'�+1 I r—.—,�=r...., !„e-.�► WOW !YlfLll 1000 GALLON (MIN.) CAPACIY+RYQ��� !.'r V(� EXISTING RESIDENCE PROVIDE 1000 GALLON SEPTIC TANK D O1000 GIAI C1 T ( EXISTING DECK H�I� p O r�A' 3 2�aJ AD[pIMAE LpGl101i OF EXISTING DOCK PROVIDE (1) MODEL A160 A L t R. EFT. LEACHING SYQTFIA ^ E�1P1B LEAD"SYTE1[x .. EXISTING LEACHING SYSTEI� ��'� D BYOC � .!;ICY sPeclFZraTloNs: DATE I PIPING: L.bf7ENI) + P-1)ALL GRAVITY SEWER SHALL BE PVC SOR 35, ASTM 03034; INSTALL IN ACCORDANCE WITH ASTM 02321, ALL GRAVITY SEWER SHALL BE LEAXAGE TESTED BY A METHOD APPROVED BY ENGINEER. EXISTING / BY OTHERS: (existing fseturee denoted by lower cow lettering) TANKS/STRUCTURES: T-1) PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO.. INC., OR EQUIVALENT. NEW / PROPOSED IN THIS DESIGN: ' PROPERTY LINE: — — — T-2)THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT EXISTING LEACHING SYSTEM: MARKER(Sj OVER COVER(S�AND MEASUREMENT"TIES"TO PERMANENT STRUCTURES SHOWN ON THE 'RECORD DRAWINGS (SEE GENERAL NOTES). SILT FENCE / EROSION CONTROL: T-3)ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED ADVNST 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). NO/ WALL P[NETIMTIONS SHALL BE SLEEVED; SLEEVE TO BE SEALED TO THE WALL WITH NON—SHRINK GROUT, AND THE NOTE REFERENCE TAG; TE S. PIPE SEALED TO THE SLEEVE WITH WAIER71GHT ELASTOMERIC MATERIAL. TANKS TO BE TESTED TO DOCUMENT WATER Gi TIGHTNESS BY METHOD APPROVED BY ENGINEER, (ENGINEER TO WITNESS) ORAIWNG M Fql NOTE T—S) CONTRACTOR TO INSTALL TANKS/STRUCNR[S TO(RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS Of ETA0.{ EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. WATER PLAN GRAPHIC SCALE DETAIL REFERENCE TAR: Dt UJ OR.,e[E GRAPHICAL 9alE 10 0 5 10 20 40 u DRAWING 1 FOR DETAIL ECTON CUT DIRECTION Ell pw SECTION REFERENCE TAG: 111I LETTER D7 [[oRAwINo I FOR e[cnoN VARIANCES APPROVED BY THE TOWN OF QUEENSBURY BOARD OF HEALTH(11f291041 IL gr8ui*EQ eBQPOSFp APPROVED RELIEF nF�ilc PERMANENT MARKER 1) SETBACK BUILDING FOUNDATION 10, 3' 7- OVER COVER TO SEPTIC TANK ACCESS RISER & COVER 9 BY EZ TANK, INC. OR 4" OUTLET TEE GROUT NON-SHRINK 2) SETBACK PROPERTY LINE 10' Y 3' APPROVED EQUIVALENT FINISHED GRADE TO SEPTIC TANK / MODEL A1801-4x22 RESIDENTIAL TO LEACHING_ 3e� "ZABEL" FILTER OR EQUIVALENT SYSTEM 12 f 1B 18" BUILDING SEWER GRADED TO DRAIN AWAYf` MIN. 4" PVC PIPE Q FROM SEPTIC TANK INLET 3' 1/21/05 SUBMITTED FOR PERM IT TO CONSTRUCT RUH —' OUTLET ►4 NOTE TANK TO BE BACKFILLED 15" - t1/02/04 A SUBMITTED FOR VARIANCEAPPROVAL MAF AND COVERED AS SPECIFIED IF EXISTING OR NEW SEPTIC TANK CONTAINS A PRECAST CONCRETE TEE BY TANK MANUFACTURER -'-r I EFFWENT LINE DATE REV# ISSUED/REVISIONS BY OUTLET INSTEAD OF A 4' PLA5TIC SANITARY TEE SUBSTITUTE ZABEL FILTER MODEL A1507-4x22 FDIC MODEL AiBo,-ax22. SEPTIC TANK REPLACEMENT PLAN S 1000 GAL. COPOLYMER C 1 EFFLUENT FILTER POLY PROPYLENE PLASTIC 12' OF CRUSHED STONE ct SEPTIC TANK BY EZ TANKS, INC. SEPTIC TANK REPLACEMENT OR BEDDING SAND FOR OR APPROVED EQUIVALENT EFFLUENT FILTER DETAIL HECKMAN RESIDENCE FOUNDATION---,,, :;. S "LE:Ns. C1 fie ROCKHURST ROAD QUEENSBURY,NEW YORK TANK TO SUPPORT H-10 TRAFFIC LOADING. JARRETT - MARTIN ENGINEERS, PLLC H.THOMAB JARRETT PROFESSIONAL ENGINEERING Z COPOLYMER PLASTIC SEPTIC TANK DETAIL 5750G 12 EAST WASHINGTON STREET PHONE:(518)792.2907 COPiRGHT 0 2004 GLENS FALLS,N.Y. FAX:(518)7W1854 C 1 ccaeor M4 oMw,Newe,AA ewew+u.MCCN�roeAeo we AUGUST 04.082 SHET:I OF •Np WAp Ae1Em^ W TM'e ­ 04092031904 SEPTIC TANK DESIGN PLOTTED/REVISED01121,04 BVN u EreO{NgIHp"e VNuwwz a EROSION Et,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 SMALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND GEOTEXTILE FABRIC FILTER X. MIRAFI TOOK, SEDIMENTATION. (SEE BEDDING DETAIL)` STAEB.INKA T140N, SHEET FLOW DRAINAGE SHALLOW CONCENTRATED FLOW O EQUIVALENT; V N UM RLAP ES-3) RESTORATION OF DISTURBED AREA SHALL BE COMPLETED WITHIN I DAYS OF COMPLETION OR TEMPORARY TIE JOINTS I I , STOPPAGE OF WORK. TEMPORARY STOPPAGE OF WORK SWILL BE DEFINED AS 14 CALENDAR DAYS OR LONGER. 1 � STEEL OR 2" K 2" ES-4) EROSION CONTROL MEASURES SHALL K MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE 1S" MIN. RESTORATION DI COMPLETE AS DIRECTED BY THE OWNER, HARDWOOD POSTS ES-S)ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN I 24" MAX. (TYR) PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE IADEOUATE, CONSTRUCTION ACTIVITY SHALL NOT RESUME BUTT SALES TOGETHER, LE.: NO OAP �U UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME TYPICAL AS THE PRIOR IMPACT IS REMEDATED. TIE POINTS LAYOUT FOR SHEET FLOW DRAINAGE ES-B) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLXAABLE EROSION AND SEDIMENT CONTROL SYSTEMS; CONTRACTOR TO DETERMINE 'BEST MANAGEMENT PRACTICE($)"AND SUBMIT TO ENGINEER FOR APPROVAL. 1- 5' MAXIMUM---4 EARTHWORK 3 TURF ESTABLISHMENT: SECURELY FASTEN WIRE ET-1)ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE FENCE TO POSTS & PLANS OR BY OWNER. LAYOUT FOR SHALLOW CONCENTRATED FLOW FABRIC TO FENCE ET-2)TOPSOIL,SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS OROWTH; CONTACT LOCAL SOIL CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION, STEEL OR WOOD POST STEEL OR WOOD POST ET-3) SURFACE DRAINAGE SHALL BE DIVERTED AROUND LEACH FIELD/BED AREA BY CONSTRUCTING SHALLOW SCALE AROUND H FABRIC WRAPPED WITH WOVEN WIRE FENCE WITH WOVEN WIRE FENCE AROUND THE HIGH SIDE OF THE SYSTEM AND DAYLIGHTIMNG THE DRAINAGE IN AN AREA DOWNSTREAM THAT WILL NOT AROUND HAY BALES, AS SHOWN ABOVE AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY, (74.D GAUGE MIN.; (14.5 GAUGE MIN.; S' MESH SPACING S' MESH SPACING 2' x 2" HARDWOOD STAKES OR RE—BARS ) ) ET-4) CONTRACTOR TO PROTECT EXISTING STRUCTURES t PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE. DRIVEN RUSH WITH BALE; 2 STAKES — ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND AS PER BALE REQUIRED. ONE VERTICAL, ONE ANGLED �T DIRECTED BY OWNER. 1'_g• �4" --FLOW T-g";-4", I4" ---FLOWr4"x5V" TEXTILE FABRIC Y (MIN.) DRAIN ROCK ET-5) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS DIRECTED BY 4" MIN. OWNER. 1 1-4 NCH OVERLAP FABRIC g. MIN (TYP) iPCTED SACKFILL T'Y O STAKE GEOTEXTILE FABRIC BEDDING DETAIL NOTES: NOTE: THESE DETAILS ARE APPLICABLE TO SHEET FLAW DRNN409 OR SHALLOW1.THIS DETAIL a APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR SEMI-PERMANENT BASIS OONO WAITED FLOW ON DISTURBED SOILS,NAY BALE DIKES ARE NOT SUITABLE FOR (1 YEAR MAXIMUM)FOR EROSION CONTROL STREAM CHANNELS. 2.SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDINO EFFK:ENCY. HAY BALE DIKES WAY BC USED FOR TEMPORARY(1110 DAYS MAXIMUM) EROlKXV CONTROL. 3. INSPECT AND REPAIR FENCE AFTER Mm STORM EVENT AND REMOVE SEDIMENT AS NEEDED;S' CO (MAX.)RECOMMENDED STORAGE NEMNT. 4. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. STRAW BALE DIIO:' N-1B" MIN.—�j Fn d!v/ja` SCALE:N.T.S. B' n SILT SINGE A B r� L SCALE:N.T.S. .. 4, MI 6 --1 a i I- 4. MI o i. �' MEDIUM RIP RAP (TYP.) NON-WOVEN GEOTEXTILE FABRIC �/©o W,"; DIKE CONSTRUCTED USING CRUSHED STONE AND LIGHT RIP RAP; SI[E CROSS SECTION BELOW ORIGINAL GRADE END SECTION OVERFLOW OUTLET; WHEN USED AS CHECK DAM ONLY LIGHT RIP RAP OR GRADE UNCLASSIFIED STONE AS DAM FACING 8" \� \�\ R �' > ...• DAMTF CIEEANADBRIC ANCHOR OVER DEPTH VARIES: M OR URGER INTO CHANNEL WALLS/BOTTOM 1/21/05 SUBMITTED FOR PERMFfTOCONSTRUCT RUH (B" MIN') �i(USHED STONE 11/02/04 A SUBMITTED FOR VARIANCE APPROVAL MAF CROSS SECTION DATE REV# ISSUED/REVISIONS BY NOTES: EROSION CONTROL DETAILS fECj THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW SEPTIC TANK REPLACEMENT DRAINAGE ON MODERATE SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A RESIDENCE R DRAINAGE DITCH; IF USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY. 68 R HECKMAN MAN ST ROAD "A" TO BE 2 OR GREATER FOR TEMPORARY IEARTH DIKES AND 2.5 OR QUEENSBURY,NEW YORK GREATER FOR PERMANENT EARTH DIKES.TO BE HEIGHT SHOWN ON PLAN OR EOLAL TO HEIGHT OF ADJOINING JARRETT - MARTIN ENGINEERS, PLLC GROUND OR MAXIMUM 1B" HIGH. H.THOMAB JAMETT PROFESSIONAL ENGINEERING 575M 12 EAST WASHINGTON STREE T PHONE:(518)792.2907 EARTH DINS! r� COPIRKNHT 02004 GLENS FALLS,MY, FAX:(518)796•1864 3 SCALE:N.T.S. CMV OORA?iNNpMWING WttHA pwegxaA,uwaxAroP�*we AUGUST2004 04-082 SHEET:1OF2 ANp WWD enu _WlNNPljWw,NuvR 1 040B2DB1%4SEPT10 TANK DESIGN PLOTTEP/REVISED 01R1MN