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2005-597 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. P20050597 Date Issued: Monday, December 11, 2006 This is to certify that work requested to be done as shown by Permit Number P20050597 has been completed. Tax Map Number. 523400-296-013-0001-073-000-0000 Location: 73 MONTRAY Rd Owner. GRAYSON PROPERTIES, L.L.C. Applicant: GRAYSON PROPERTIES, L.L.C. This structure may be occupied as a: Septic Alteration Residential By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the 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: P20050597 Application Number: A20050597 Tax Map No: 523400-296-013-0001-073-000-0000 Permission is hereby granted to: GRAYSON PROPERTIES. L.L.C. For property located at: 73 MONTRAY 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: GRAYSON PROPERTIES, L.L.C. Septic Alteration Residential 1004 CHESTNUT St MECHANICVILLE, NY 12118-0 Total Value Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-597 SEPTIC ALTERATION $25.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, August 12, 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 of,Wen id A ust 12, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Application for l'crinit.-Septic Disposal System l olvn (?f Queensbui), 7,1211uyltuud Queenshurv, NY 12804 (.518) 701-8256 1 ce�J��• - ' p� 1. OWNER INFORMATION: ........................................................................................................_............................► i office Use Location of installation: Lot #10-73 Montray Road / 9 �7 File Permit No. V' / Tax Map No. 296.13 1 / 73 Fcc Paid ��: Qc> Owner's Name: Larry Grayson ...................................................... .... Address: 1004 Chestnut St. , Mechanicville, NY 12118 LJ 10 o 0 C'V 2. INSTALLER'S NAME : TO BE DETERMINED PHONE NO. c+� 3. RESIDENCE INFORMATION: (circleyear of dwelling, indicate If bedroom(y) and multiply fi of CD bedrooms with applicable gallons per bedroom to equal total daily 17mv) SEE PLANS Q Year of Houso: No. of Bedrooms x Coniuutatiou = Total Daily Flow h U 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_ / llo SEE PLANS Spa or Whirlpool Installed yes_ / no SEE PLANS 4. PARCEL INFORMATION: (circle applicable information &indicate measurements) SEE PLANS Top�i�[�Iry SQiI Na urq rqun� Wator [3cdrock or liiiper_v_ions_M_alcrial_._I��tnc;sticWalcr Supply Plat srnul af what depth (it what clepth municipal SEE PLANS Rolling loam SEE f et fee! well Steep slope clay PLANS SEE PLANS SEE PLANS if well; water supply _%slope other from any septic-system SEE PLANS depth: absorption is ft. otter _ Percolation Test: (To be conhpleted by licensed professional engineer or architect) Rate: SEE PLANS -minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems nmsl be designed by a licensed professional engineer or architect(unless installed in a Planning 13oard approved subdivision). Add 250 gallons to the size of the septic tank and leach field for cacti Garbage Grinder,Spa or Whirllx)ol Tub. Septic Tank:SEE PLANSgallon (min. size 1,000 gal) Tito Field: each trench PLANS ft. Total System Length: Seepage Pit(s): number of N/A size of each: ft. by ft. Sizo of Stono to bo used: i1 N/A / depth or thickness fret Bed System Size: N/A x Alternative System: SEE PLANS length and/vr.size 6. HOLDING TANK SYSTEM: (if required) N/A 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(Ito 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 snake a material fact 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 those and all requirements of the o n of Queensbury Sanitary Sewage Disposal Ordinance. 2 0 5' Signa u of responsible person Date v Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: ( PERMIT NO.: LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand Loam Clay Typ,2 of Water: Munici I 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 Ca 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 Front Middle Rear sygern Use 5= Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 STATE OF NEW YORK DEPARTMENT OF HEALTH Glens Falls District Office 77 Mohican Street,Glens Falls NY 12801 (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 September 22, 2005 FILE, COPY Mr. Thomas Jarrett, P.E. 12 East Washington Street Glens Falls,NY 12801 Re: Letter of Approval Montray Heights Mobile Home Park, DOH Fac. No. 56-7141 Lot#10- On-site Wastewater Treatment System (OWTS)Remediation Town of Queensbury, Warren County Dear Mr. Harding, We have this day approved plans for the remediation of the failed OWTS serving Lot#10 in Montray Heights Mobile Home Park. The approved plans were designed by Jarrett-Martin Engineers,PLLC and titled as follows: Replacement Wstewater Disposal System Unit#10 Grayson Trailer Park most recently dated September 12,2005 This approval is conditional upon the following: 1. that construction be completed in accordance with the approved plans; 2. that a design professional licensed in the state of New York certifies that construction was completed according to the approved plans. This certification shall be submitted to the Glens Falls District Office of the Department of Health and to the Town of Queensbury Building Department; 3. that this approval will expire in two years from the date of this correspondence. After that date, resubmittal will be necessary to obtain Department approval to begin construction; If you have any questions regarding this approval,please call Mike Shaw at the Department of Health at 793-3893. Sincerely, A&.-0irW Mike Shaw Senior Sanitary Engineer cc: Larry Grayson, Applicant Dave Hatin, Town of Queensbury Anita Gabalski, DOH Kristen Sayers, DOH GENERAL NOTES: G-1) PLAN DEVELOPED FROM LIMITED FIELD MEASUREMENTS BY JARRETT-MARTIN ENGINEERS, PLLC. NOT AN ACTUAL SURVEY. G-2)CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION;CONTACT DIG SAFELY NEW YORK AND RECORD FILE J. 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. APPROXIMATE 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 AGENCY). G-4)CONSTRUCTION OF NEW PIPING,TANKS AND LEACHING SYSTEM SHALL BE IN CONFO pANCEE�WWITH,.,NYS DEPT. OF 1 HEALTH,TOWN OF QUEENSBURY WASTEWATER STANDARDS.AND DETAILS/SPECS ON THESE P NS0POW EN BURY SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. COMMUNITY REVEL PMENT DESIGN INFORMATION: RECEIVE DESIGN BASS SIN NEW YORK STATE DEPARTMENT OF HEALTH 200 aq-/ FILE TOWN OF DUEENSBURY NOTE: REIIAOVE 7REES TREELINE SNED TO ISE RELOCATED CrPtv POTABLE WATER SUPPLY ACO ZONING AS NWESSAR1f TO r TYP" F NECFS4BAR'F 10 FACILI A7E NO DOCUMENTED POTABLE WATER SUPPLY SOURCES 94TALL SYS7E11 THE NVA A710N OF 71E NEW LOCATED WITHIN 150 FT. OF PROPOSED WASTEWATER DISPOSAL S&C PLANNIN LEAQyNO SYSId SYSTEM. LOT 10 AND THE NEIGHBORING TRAILERS ARE SERVED BYRE MUNICIPAL WATIR SYSTEM. EXEC.DI sY DESIGN FLOW RESIDENCE •x•••• APPROXIMATE 2 BEDROOMS x 150 GPD/BEDRODM - 300 GPD Jil SHED SEPTIC TANK w 3 >1 w 1DOD GALLONS (MIN.) CAPACITY FOR 3 BEDROOM RESIDENCE NEW 1DOO GALLON SEPTIC TANK PROVIDED. LE FA D1 q ' D07aSlU110N SOIL LEACHING SYSTEM (FIELD) o P %2 01 300 GPO H D.9 GPD/SO. FT. - 333.33 SQ. FT. REO'D 3 •O� • S _ (5-10 MINUTE/INCH PERCOLATION RATE FILL MATERIAL) AND3 r M;W1S 333.33 SO. FT. - 2' WIDE TRENCH - 166.67' MINIMUM OF LOCATION PLAN /2, Ate' SLOPE "EQUALIZER 24" INFILTRATOR TRENCH REQUIRED. SCALE. NTS. - UTILITY/METER PILE (5) LATERALS EACH 33.32' FT. LONG REQUIRED 0 4•Ina No fimmm , ('EQUALIZER 24" INFILTRATOR LATERALS EACH (4) UNITS LONG) EXISTING TREE EFFLUENT DISTRIBUTION le0 ARIA NEW I CAL GRAVITY DOSING/ DISTRIBUTION VIA "D-BOX" FROM SEPTIC TANK. - DI 8EPTR4 ANK SPEED LEVELERS TO BE INSTALLED IN D-BOX. c t - w o 00 yp 'y, t-10' MIN. EXISTING TRAILER N a N LOT /C 10 w T.P. pt SUBSURFACE INVESTIGATION: a a EXISTNO 4' SULDRIO SEICER g x On WL SLOIE TEST PIT /10-1 D1 - rr 0-2" DARK SANDY TOPSOIL EW YORK STATE DEPARTMENT OF HEALTH „P. N a 2-26' RED\BROWN FINE SAND W\ TRACE SILT W w 26 70" BROWN VERY FINE SAND W\ TRACE SILT IL It GLENS FALLS DISTRICT OFFICE W B \/ NO MOTTING OR EVIDENCE OF HIGH GROUND WATER TOWNO F Q i ROOT TRACES TO 3B" a 1s- 05 Dated: _ �T" D DARK SANDY TOPSOIL s ese lens for: `�• 7o REMOVEDM/ B U i L D I N u 3 RED\BROWN FINE SAND w\ TRACE SILT w /L� SILT 35 "' B19 BROWN VERY N FINE FINE SAND W\ETRACE SILT r-W TMP• REVIEWED re hereby Appr ved b 5 4• PVC �TpN 1MPw0 NO MOTTING OR EVIDENCE OF HIGH GROUND WATER TE D1 CW SM ENDS)) D^T ROOT TRACES TO 80' -- r the State Commissioner of Health 7 aLT FENCE DEPTH: 3D' c SOH BROWN FINE SAND W\TRACE SILT STABILIZED PERCOLATION RATE OF 0 MINUTES 30 SECONDS e PERCOLATION TEST 010-2 TEST DEPTH: 28' 3 SOl BROWN FINE SAND W\TRACE SILT 3 STABILIZED PERCOLATION RATE OF 0 MINUTES 23 SECONDS LEGEND: GRAPHIC SCALE v ' SITE LE PLAN 10 0 5 10 20 46 EXISTING / BY OTHERS: SG : N.t.S S (existing features denoted by lower case lettering) (BI im) •Q NEW / PROPOSED IN THIS DESIGN: o' PROPERTY LINE: — I PROPERTY LINE SETBACK: — — 9/12/05 ISSUED FOR CONSTRUCTION RUH TREELNE: 08/01/05 SUBMITTED FOR PERMITAPPROVAL RU 3 SILT FENCE / EROSION CONTROL: DATE REV# ISSUED!REVISIONS BY TEST HOLE: C'➢ WASTEWATER SYSTEM PLAN PERCOLATION TEST: (3 Q� NE C1 NOTc'c-1 NOTE+ �� REPLACEMENT WASTEWATER DISPOSAL SYSTEM NOTE REFERENCE TAG: 5 g SEC DRAWW FOR NOTE DETAILI * GRAYSON TRAILER PA,NEW Y TR ROAD QUEENSBURY NEW YORK 4 DETAIL REFERENCE TAG: 01 y y ir LU SEE DRAWING/FOR OVAL JARRETT - MARTIN ENGINEERS, PLLC — y H.TFiOMAS JARRETT PROFESSIONAL ENGINEERING IL kSEE SECTIDN CUT DIRECTION IL P.E.#�57509 12 EAST WASHINGTON STREET PHONE:(518)79tz-2907 ii SECTION LETTER j COPYRIGHT o 2005 GLENS FALLS,N.Y. FAX:(518)79B-1864 SECTION REFERENCE TAG:r4 'Y DRAVW6/FOR SECTION St vAxco•aaFnw oN,wrmwmA J eu,Eaw>«ueEcww�mm+e JANUARY2005 PRO#02-048 SHEET:10F3 uawn ALTEIMn01 a"ma oawar+rwar BASESHEET SIZE:24 z 36 PLOTTED/REVISED 9P2U6 11:0D AM ev A u o•m nr+la*•uxuwa 1:: SPECIFICATIONS: PIPING: P-1)ALL GRAVITY SEWER SMALL 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. P-2)ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.: NO IOW POINTS OR HIGH POINTS). AREA OVER TOP OF AREA OVER TOP OF TANKS/STRUCTURES: LEACHING SYSTEM LEACHING SYSTEM TO BE MOUNDED SLIGHTLY TO BE MOUNDED SLIGHTLY TO SHED SURFACE WATER TO SHED SURFACE WATER 5-10 MIN/INCH PERC RATE T-1)PRECAS DUTY T STRUCTURESFER TO FONT SHALL E ASDSUP LIED B H-O20 MILLER;CLO., NC... OR EQUIVALENT. REFERENCES TO HEAV8' TYP. 5-10 MIN INCH PERC RATE 6'TYP. FILL MATERIAL / T-2)THE LOCATIONS OF ALL BURIED STRUCTURES SMALL BE DOCUMENTED BY INSTALLATION OF PERMANENT FILL MATERIAL MARKER(S)OVER COVER(S),AND MEASUREMENT-TIES"TO PERMANENT STRUCTURES SHOWN ON THE -RECORD EXISTING GRADE 8"-10" MAIN. 8"-10" MIN. EXISTING GRADE DRAWINGS-(SEE GENERAL NOTES). T-3)ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE BY ENGINEER.NG HEAW DUTY TANKS W/ 6'EXTENDED INTEGRAL BASES. OR Bi AN ALTERNATIVE METHOD APPROVED \ .. _. \ \ \ , a-•. ,',:. ^• .t• ��;`..,: ;�,�;,•. \\\\\\. T 4)TANKS/STRUCTURES SMALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS (ABTA C1227). PIPE WALL PENETRATIONS GROUT.AND THE SEALED TOO THE SLEEVE WITH WATERTIGHT EL STOMERIEEVE TO BE EC MATERIAL ALED TO E TANKS TO BE TEST WALL WITH ED TODOCUMENT WATER ENGINEER. (ENGINEER T- _ TIGHTNESS BY METHOD APPROVED BY 0 WITNESS) ESS \ 1 — a / / •2 01"'i' / / / r. r f r\ \ N F -\ - C HEAVY CONSTRUCTXkN DESIG ED 0 H 2O T 5 TA I1C INSTALLED TRAFFIC AREAS SMALL BE EXTRA\ - INKS STIR TURES LE 0 ~S» '\ \ ) / TY WHEEL T� / HEE LOADING U / i� / \ \ Y" \ \ //r LEGATIONS UR T ELEVATIONS SHOWN DOCUMENT E OF / T-B CONTRACTOR TO INSTALL TANKS STRUCT ES TO (RELATIVE) ELEV ON DOC \i\\\\\ \\ \\ \\/\\••\\,\\/\\/\\ \\/\\/\ \\/\\/\\/\\/\\/\\ \/\\/\\/\\/\\/\\/\\/\\/\\/\\ \\/�\ EXISTING FEATURES PRIOR TO START OF CONSTRUCTION, a '//i\/////�///, //. / /.// /�� /j,\/� �'EOUALIZER 24" INFILTRATOR /`r/\//,\//,\! \//\//\//.\//.✓/\/l� //.//�//�//\//,\/�\//\\//\\//\\,\'EOUALRER 24' INFILTRATOR T-7)ALL EXISTING TANIfS/STRUCTURES TO BE REUSED ME TO BE INSPECTED FOR STRUCTURAL INTEGRITY AND zz CHAMBERS (TYP.) CHAMBERS (TYP.) LEAKAGE TESTED FOR WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER. N NOTE:L EXISTING SOIL No E: EXISTING SOIL T-B)ALL EXISTING SEPTIC TANKS THAT WILL BE REMOVED FROM SERVICE ARE TO BE REMOVED.OR ABANDONED IN SURFACE PREPARATION DI SURFACE PREPARATION PLACE AND BACKFILLED WITH CLEAN FILL AT DIRECTION OF PROPERTY OWNER. A LEACHING SYSTEM SECTION B LEACHING SYSTEM SECTION LEACHING SYSTEM: p /�� SCALE: N.T.S (F%4 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 Z WATERTIGHT JOINTS (TYP.) WATERTIGHT MANHOLE FRAME & COVER; HEREON' SYRACUSE CASTINGS #1502 OR EQUIVALENT; L-3) IN NO CASE SHALL WHEELED HEAVY EQUIPMENT, EXCEPT PLOWS WHERE REQUIRED, BE ALLOWED FINISHED GRADE GRADE TO DRAIN AWAY FROM CDVER DIRECTLY ON THE NATIVE SOIL WITHIN THE LEACHING AREA FOOTPRINT. LOW GROUND PRESSURE TRACKED (21 PERMANENT MARKER EQUIPMENT SHALL BE USED FOR INSTALLATION, AND WHERE FlLL MATERIAL IS REQUIRED, IT SHALL BE O OVER COVER PRECAST CONCRETE DUMPED AT THE EDGE OF THE LEACHING AREA AND PUSHED IN PLACE AHEAD OF THE LGP EQUIPMENT. IN F- 2'-0" RISER AS REO'D OTHER WORDS, EQUIPMENT SHALL BEAR DIRECTLY ON FILL MATERIAL (MINIMUM 12'7, NOT ON NATIVE SOIL. o I L-4)CONTRACTOR TO VERIFY CONSISTENT SOIL CONDITIONS IN AREA OF LEACHING AREA PRIOR TO CONSTRUCTION: SOIL PIPE; INSTALL T 2" (MIN. EFFLUENT PIPE; INSTALL ENGINEER AND/OR OWNER TO BE NOTIFIED IMMEDIATELY OF INCONSISTENCIES. ____ AS SHOWN ON PLAN �—� :1^ ;�,-. AS SHOWN ON PUN L-S) FILL MATERIAL USED TO CONSTRUCT THE WASTEWATER ABSORPTION FACILITY SHALL BE GRANULAR(SAND AND _--- NON-SHRINK GRAVEL)AND VOID OF ANY LARGE STONES OR COBBLES THE FILL SHALL HAVE A PERCOLATION RATE AS INDICATED - - GROUT ON THE PLANS. THE FILL SMALL BE GRADED AND COMPACTED IN SIX-INCH LIFTS. NO RUBBER TIRED EQUIPMENT WILL INLET— 3" 4" OUTLET TEE BE ALLOWED IN THE WASTEWATER ABSORPTION AREA THE FILL SHALL BE OWED TO THE LIMITS AND DEPTHS OUTLET--� DEPICTED ON THE PLANS AND DETAILS. ALTERNATIVELY,THE FILL MATERIAL MAY BE PLACED ON THE SITE AND _ MODEL A1B01-4x22 RESIDENTIAL TO PUMP ALLOWED TO STABILIZE NATURALLY THROUGH A WINTER AND FOR A PERIOD OF AT LEAST SIX MONTHS. IN EITHER t 15" I 'ZABEL* FILTER DR EQUNALENT STATION CASE,THE PERCOLATION RATE OF THE FILL MATERIAL SMALL BE RE-EVALUATED AT THE SITE AFTER STABIUZATION. IT j 18" MAY BE NECESSARY TO ADJUST THE SYSTEM DESIGN BASED ON THE PERCOLATION RATE OF THE STABILIZED FILL. 4' PVC PIPE IL MIN. L-6)METHOD OF CONSTRUCTION TO BE AS FOLLOWS: NATIVE BACKFILL FORT MILLER PRECAST ON GRANULAR NATIVE SOILS: qqq THOROUGHLY COMPACTED EFFLUENT FILTER p SEPTIC TANK OR EQUIVALENT 1. REMOVE VEGETATION AND TOPSOIL: STOCKPILE TOPSOIL FOR PLACEMENT ON FINISHED SYSTEM. µt NOTE: 2. SCARIFY SUSORADE TO CHECK FOR AND REMOVE SMEARING PRIOR TO PLACEMENT OF SPECIFIED E GRANULAR FILL IF EXISTING OR NEW SEPTIC TANK CONTAINS A PRECAST CONCRETE TEE N OUTLET INSTEAD OF A 4' PLASTIC SANITARY TEE SUBSTITUTE ZABEL FILTER L-7)CONTRACTOR TO INSTALL LEACHING SYSTEM TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF MODEL A1807-4x22 FOR MODEL A1801-442. EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. c 12" (MIN.) ; L-3)AREME BEFORE USING THIS NOTE) OVE EXISTING VEGETATION&UNDISTURBED NATIVE SOIL SOIL FOR REUSE PRIOR TO PLACEMENT OF FILL MATERIAL (SEE NOTE �/ $ EFFLUENT FILTER WASTEWATER SYSTEM USE: SCALE:N.T.S U-1) NEW WASTEWATER DISPOSAL SYSTEM IS DESIGNED FOR DOMESTIC SANITARY WASTE ONLY AT A j / /,/j//�/j✓j// ✓j\// j�/j // .(j j /�/� D1 GENERATION RATE OF NO MORE THAN 110 GALLONS PER DAY PER BEDROOM. LOW FLAW WATER FIXTURES o (I.E. 1.6 GAL/FLUSH TOILETS, 2-3 GALLON PER MINUTE FAUCETS AND SHOWER HEADS, ETC.) MUST BE CRUSHED STONE FOUNDATION INSTALLED THROUGHOUT THE RESIDENCE/FACILITY. DRAINAGE FROM FLOOR DRAINS, FOOTING DRAINS, EAVE E E TROUGHS, AND BACKWASH WATER FROM SWIMMING POOLS, WHIRLPOOLS, JACUZZIS, WATER SOFTENERS AND WATER TREATMENT SYSTEM MUST BE DISPOSED OF OTHERWISE AT THE DIRECTION OF THE OWNER. 2 SEPTIC TANK MISCELLANEOUS: � /�� SCALE:N.T.S M-1)EXACT LOCATION OF EXISTING SOIL LINES, EFFLUENT LINES AND SEPTIC TANKS ARE UNKNOWN. LOCATIONNS TO BE V FIELD VERIFIED AT TIME OF CONSTRUCTION._ P-jfl�i�jfyy?16pLS1�FrJ6NKSrdlYi.f'+�ffi"FOR REFERENCE ONLY. 7v �(5(J{(t tF'Hn 1 MC1� vM Glens Falls District Office e PERMANENT MARKER Refer to first sheet for approved date and signature. p, OVER COVER FINISHED GRADE REMOVABLE COVER 3 FORT MILLER DISTRIBUTION 8' (MIN.} 9/12105 ® ISSUED FOR CONSTRUCTION RUH BOX OR EQUIVALENT 4' PVC OVERFLOW PIPE -EQUALIZER 24' CHAMBERS 08/01/05 A SUBMITTED FOR PERMITAPPROVAL RUH INLET— 4" PVC DISTRIBUTOR DATE REV# ISSUED/REVISIONS BY OUTLET-- FROM DISTRIBUTION BOX 4'0 EFFLUENT PIPE; WASTEWATER DETAILS D1 E INSTALL AS SHOWN ON PLAN 2" MIN. 4'0 DISTRIBUTION PIPE; INSTALL END PLATE WITH END N STANDARD INVERT '� E ( AS SHOWN ON PLAN L INL END PLATE WITH �pF NEW r 1i STANDARD END E REPLACEMENT WASTEWATER DISPOSAL SYSTEM N <P �AS UNIT#10 GRAYSON TRAILER PARK-MONTRAY ROAD QUEENSBURY,NEWYORK OUTLETS - 4"S KNOCKOUTS 12' (MIN,) OF CLEAN SAND r, W Y PROVIDE ADJUSTABLE LEVELING OR PEA GRAVEL FOUNDATION S EQUALIZATION AND END PLATE DETAIL y y z JARRETT - MARTIN ENGINEERS, PLLC a DEVICE ON EACH OUTLET C SCALE:N.T.S PROFESSIONAL ENGINEERING 1 C7 H.THOMAS JARRM P.E.#57509 12 EAST WASHINGTON STREET PHONE:(518)792-2907 N 4 DISTRIBUTION BOX A COPYRIGHT 02005 GLENS FALLS,N.Y. FAX:(518)7W1864 C1 SCALE:N.T.S JANUARY2005 PRO#02-048 SHEET:2OF3 O V AM- Aurornwonueomaertonar BASESHEET SIZE:24%36 PLOTTED/REVISED 9/12)0511:00 AM x�Au�em exta'sn x urAwnw i� EROSION&SEDIMENT CONTROL: ES-1)ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION k SEDIMENTATION IN ACCORDANCE WITH GEOTEXTILE FABRIC: PROVISIONS SHOWN ON THESE PLANS AND/OR THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT FILTER X. MIRAFI 1DOn, CONTROL% USDA-NRCS,AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. STABLINKA T140N, OR EQUIVALENT; OVERLAP ES-2) NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND dt TIE JOINTS 6' MINIMUM SEDIMENTATION. GEOTEXTILE FABRIC ES-3) RESTORATION OF DISTURBED AREA SHALL BE COMPLETED WITHIN 7 DAYS OF COMPLETION DR TEMPORARY F(SEE BEDDING DETAIL) STEEL OR 2" X 2" STOPPAGE OF WORK. TEMPORARY STOPPAGE OF WORK SHALL BE DEFINED AS 14 CALENDAR DAYS OR LONGER. SHEET FLOW DRAINAGE HARDWOOD POSTS 24' MAX. (TYP.) RESTORAEROSION CONTROL TION 6 COMPLETE MEASURES SHALL BE ED BY THE OWNER IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE TYPICAL ES-5) ALL CONSTRUCTION WI ON ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN WAL TIE POINTS PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SL NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDATED. BUTT BALES TOGETHER, I.E.: NO GAP ES-6) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT CONTROL SYSTEMS.CONTRACTOR TO DETERMINE 'BEST MANAGEMENT PRACTCE(S)"AND SUBMIT TO ENGINEER FOR APPROVAL. LAYOUT FOR SHEET FLOW DRAINAGE I­--5' MAXIMUM--I SECURELY FASTEN WIRE FENCE TO POSTS dL FABRIC TO FENCE EARTHWORK&TURF ESTABLISHMENT: Gj GEOTEXTILE FABRIC WRAPPED ET-1) ALL DISTURBED AREAS SMALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE c AROUND MAY BALES,AS SHOWN ABOVE PLANS OR BY OWNER, L3 STEEL OR WOOD POST STEEL OR WOOD POST ET-2)TOPSOIL,SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL 8 2" X 2" HARDWOOD STAKES OR RE-BARS WITH WOVEN WIRE FENCE WITH WOVEN WIRE FENCE CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. FLUSH WITH BALE; 2 STAKES 04.5 GAUGE MIN.; (14.5 GAUGE MIN.; ET-3) SURFACE DRAINAGE SHALL BE DIVERTED AROUND LEACH FELD/BED AREA BY CONSTRUCTING SHALLOW SCALE ;DRIVEN ER BALE REQUIRED, ONE VERTICAL, ONE ANGLED 8' MESH SPACING) 8" MESH SPACING) 1 AROUND THE HIGH SIDE OF THE SYSTEM AND DAYLIGHTING THE DRAINAGE IN AN AREA DOWNSTREAM THAT WILL NOT AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY. 4" MIN. 1• --FLOW 1�_8• 8 -FLOW ET-4) CONTRACTOR TO PROTECT EXISTING STRUCTURES k PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE. w 1•-4" GEOTEXTILE FABRIC _4• (MIN.) DRAIN ROCK ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES,AS PRACTICAL AND AS c DIRECTED BY OWNER. OVERLAPO ^KIE 8" MIN. (TYP.) !� ( ET-5) ND CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS DIRECTED BY 1 -4 4'x6' TRENCH 1'-4 i 'WITH COMPACTED BACKFILL OWNER. GEOTEXTILE FABRIC BEDDING DETAIL J NOTE NOTES: V 1.THIS DETAIL 6 APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR SEMI-PERMANENT BASS THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE OR SHALLOW 0 YEAR MAXIMUM))FOR EROSION CONTROL. CONCENTRATED ON DISTURBED SOILS,MAY BALE DIKES ARE NOT SUITABLE FOR STREAM 2. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE POMDING EFFICIENCY. MAY BALE DIKES MAY BE USED FOR TEMPORARY(15D DAYS MAXIMUM)EROSION 3.INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT AS NEEDED;B' Mp CONRLOL. (MAX.)RECOMMENDED STORAGE HEIGHT. 4.REMOVED SEDIMENT SMALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. B STRAIN BALE DIKE 18" MIN. SCALE:N.T.S. t A pLOM 7 SILT FENCE B MI ^� SCALE: N.T.S. L.jIL ( c V 0 1 4 MI o i? MEDIUM RIP RAP (TYP.)J oli•' NON-WOVEN GEOTEXTILE FABRIC DIKE CONSTRUCTED USING CRUSHED STONE AND LIGHT RIP RAP; SEE CROSS SECTION BELOW Q ORIGINAL GRADE L> END SECTION g NEW YORK STATE DEPARTMENT OF HEALTH OVERFLOW OUTLET; Glens Falls District Office E WHEN USED AS CHECK ONLY E4 �MLIGHT RIP RAP OR Refer to first sheet for approved date and signature. GRADE UNCLASSIFIED STONE AS DAM FACING a 8. c to � \ GEOTEXTILE FABRIC OVER a "-DAM FACE AND ANCHOR Q ,; DEPTH VARIES: #2 OR LARGER INTO CHANNEL WALLS/BOTTOM (B' MIN.) CRUSHED STONE G 9/12/05 © ISSUED FOR CONSTRUCTION RUH 0 CROSS SECTION 08/01/OS A SUBMITTED FOR PERMITAPPROVAL RUH I Q NE w r DATE REV# ISSUED/REVISIONS BY E THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW tv EROSION CONTROL DETAILS EC1 E DRAINAGE ON MODERATE SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A Q NS DRAINAGE DITCH; IF USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY. ~ q REPLACEMENT WASTEWATER DISPOSAL SYSTEM 8 'A'TO BE 2 OR GREATER FOR TEMPORARY EARTH DIKES AND 2.5 OR Z' UNIT#10 W GRAYSON TRAILER PARR ROAD GREATER FOR PERMANENT EARTH DIKES. r ~ y Z NEWYO QUEENSBURY,NEW YORK I: "B'TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING GROUND OR MAXIMUM 18" HIGH. JARRETT - MARTIN ENGINEERS, PLLC ae �A ill ,Q� H.THOMAS JARRETT PROFESSIONAL ENGINEERING 8 EARTH DIKE E S P.E.#57509 12 EAST WASHINGTON STREET PHONE:(518)792-2907 w COPYRIGHT 0 2005 GLENS FALLS,N.Y. FAX:(518)796-1864 SCALE:N.T.S. 11 O Li BWE9F/E>MLLBE CO4gF m1RlE O,Lv "MVNU YRM" JANUARY2005 PRO#02-048 SHEET:30F3 "u'E""nON 0F1M1t 00pY'�nO� BASESHEEr SIZE 24■36 PLOTTED/REVLRED:9A2,0511:00 AM er"uaH®exaanr unaMLL