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2003-067 A TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030067 Application Number. A20030067 Tax Map No: 523400-296-017-0001-05 1-000-0000 Permission is hereby granted to: SUBWAY For property located at: 870 STATE ROUTE 9 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. Tyne of Construction Value Owner Address: ALEXANDER POTENZA Septic Alteration Commercial FRANK BORK Total Value 403 GLEN St GLENS FALLS,NY 12801 Contractor or Builder's Name/Address Electrical Inspection Agency I.B.S. SEPTIC 2 LOWER WARREN STREET QUEENSBURY,NY Plans &Specifications A2003-067 SUBWAY COMMERCIAL SEPTIC ALTERATION AS PER APPLICATION $35.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday,March 11,2004 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queens efore the a iration date.) Dated at the Tow o e arch 11, 2003 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Application for Perinit-' Septic Disposal System . bwn Of Queensbw) 742 Bayltuad Queencb►u:v, NY 12804 (.518) 761-8256 1. OWNER INFORMATION: • office Use Location of installation: 870 US Route 9 File Permit N _617 Tax Map No296.17/ 1 / 51 0� Owner's Natnc: Lynn Potenza Fee Paid Address: 403 Glen Street, Glens Falls, NY 2. INSTALLER'S.NAME : - IBS Septic PHONENO. 798-8194 3. RESIDENCE INFORMATION. (circle),ecrr of dwelling, indicate if bedroom(s) and.inu �jv o VVED bedrooms with applicable gallons per bedroom to equal total lalon',) Year of House: No. of Bedroogis x Qomuuta&u = Total Daily Flow MAR 0 2003 TOWN'OF QUEE SBU Y 1980 or older x 150 gal/bdriu = BUILDING AND 1980- 1991 x 130 gal/bdrtn = 860 GPD 1991 —present x I I9 gal/bdrni = Garbage Grinder Installed yes / no X Spa or Whirlpool Installed yes_ / no X 4. PARCEL INFORMATION: (circle applicable information & indicate measurements) Top�gta zb it Na urp rpuna Wator Bedrock or Il>>hcr_v_ious Material— --C�omc,•slic._Watr Sulrt�ly Ncrt Wilt al what cleprh at what clef th nuuriciper/ Bulling of crm 12►7 feel �7 feet we 1 Steep slope clay if well; water supply 10 %slope other fi•onr any seplic-systein depth: absorption is fl.. other Percolation Test: (7'o be cornpleled by licensed professional engineer.or architect) Rate: 5— minute per inch 5. PROPOSED SYSTEM: For New Comtr uclion: All individual sewage disposal systems mist be desigucd by a licensed professional euginccr or architect(unless hislalled io a Plauuing 13oard approved subdivision). Add 250 gallons to file size of(lie septic lank;uid Ieach field for each Garbage Grinder, Spa or Whirllxuil Tub. Septic Tank: 2000 gallon (min. size 1,000 gal) Tile Fiold each trench — f. Total System Lengtli: Seepage Pit(s): number of 4 size of each: R ft. by 8 ft. Size of Stolle to be used: Il 3/4"-2P I depth or thickness 2. feel Bed System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: — gallons /TOTAL Capacity: — gallons Note: Alarm System and associated electrical work must be inspected by a Town approved 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON (please read) For your protection, please noto that pursuant to Section 136-29 of the Code of Ile Town Of Qucensbury, any permit or approval granted which is based upon or is granted in reliance upon ally material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read tho regulations with rospcct to this application and agree to abide by these and all requirements of We T t of Queensbur anitary Sewage Disposal Ordinance. f0 O 3 gnature of respo sible person date � t Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/11� part: 1 pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: `y F�- NAME: ��-�—�, PERMIT#: 0(7 LOCATION: ��� r.`�c� 1- INSPECT ON: —� TYPE OF STRUCT RE: y IN N/A COMMENTS I minul'g :eat Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour ire wall 2, 3, 4 hour tA i sLoffp g Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueElemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/ epart: arn/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: geto Jfef z� s, ,, PERMIT NO.: C)-3— LOCATION: INSPECT ON: 2- VY 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 Location/Separations Foundation to tank Foundation to absorption ft,/ Separation of Pits fit. Conforms as per Plot Plan N Location of System on Property: Front Rear Left Side •/igghtde Middle Front Middle Rear System Use t 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 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection request received: ' In Queensbury Building&Code Enforcement Arrive: am/p part: m/pm 742 Bay Road, Queensbuly,NY 12804 Inspector's Initials: NAME: UN l PERMIT#: v LOCATION: INSPECT ON: Q TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents C t Iron, Copper Drain/Vent I Comm. lumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper, CPVC,Pex One &Two Family Insulation/Residential.Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doe January 28,2003 b Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 3�/l- am/pin Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT NO.: U LOCATION: e. INSPECT ON: —� RECHECK: Comments and/or diaEram Soil T e: :an /Lo Clay Type of Wa er: um�al/Well Water Waterline sepa distance 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: v Piping Size T e Building to tank N , Tank to Distribution Box Distribution Box t ield/Pit O erring Sealed: V N/Partial Location/Separations Foundation to tank ft. �e �� /J 41- Foundation to absorption ft. Spy 4 Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property: Front 'R-e�r 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 i^Disapproved t)W LASueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: 03 Queensbury Building&Code Enforcement Arrive: a epa ' an pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials. NAME: C��-�_'��_LJ PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow field 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X C_eiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspecti on.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report NI Office No. (518) 761-8256 Date Inspection request received: ' a Queensbury Building& Code Enforcement Arrive: am/pm Depart: t�n/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: — 7 LOCATION: 2 INSPECT ON: U TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6-ft. or less on center e an snows Ield 24 inches from w 1 (AA, A) r Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 DR\)V Septic Inspection Report Office No. (518) 761-8256 Date Ins tiol request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm _742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: —_ NAME: F`�t �1L CQ �-11 t� P�1��-c PERMIT NO.: 2,t4 -3 �7 LOCATION: r)\yT F INSPECT ON: -:7 "ZF RECHECK: Comments and/or dia m 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 Location/Separations Foundation to tank �7 Foundation to absorption ft. Separation of Pits ft. 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: Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved LASueHemingway\Building.Codes.Inspection.FORMS\,Septic Inspection Report.doc January 28,2003 30 - Septic Inspection Report Office No. (518)761-8256 Date Inspectio equest received: _ Queensbury Building&Code Enforcement Arrive: "3 i am/pm .Depart: �V/ n 742 Bay Rd., Queensbury,NY 12804 sp ct/or's Initials: 0 _ NAME: SPERMIT NO.: 03- 7 LOCATION:61 St, 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: 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 T e Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial Location/Separations `% is L Foundation to tank ft. /ero [�' r,"` ef Foundation to absorption ft. Separation of Pits ft. lex o 00 Conforms as per Plot Plan 4UY N ,c p 0W_x Location of System on Property: Front Re 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 LASueHemingway\I3uilding.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 H. Thomas Jarrett, P.E. Professional Engineering Kenneth Martin, P.E. . -June 1,2003 � Mike Shaw NYS Department of Health 77 Mohican Street. Glens Falls,NY 12801 -- — Re:---Glens-Street Subway,—Inc- — Wastewater Disposal System JM 03-19 Dear Mike: This letter is to certify that this office has witnessed Subway"construction of the wastewater, disposal system to serve the Glens Street Subway.on Miller Hill in the Town of Queensbury at periodic intervals. Based on our final inspection on Friday,:May 16", 2003 we believe that the system has been constructed substantially onconformance with plans last revised on May 7ch; 2003 that were approved by your office. Record drawings.will be forth.coming. If you have any questions, please do not hesitate.to contact us at`792-2907. Sincerely, JARRETT-MARTIN ENG EERS, PLLC C�14 H. Tho as Ja ett, P.E. Principa CC: Joseph Curatolo,NYS Dept. of Health Kevin Brough,.Subway Dave Hatin, Town of Queensbury 12 East Washington St. • Glens Falls, NY 12801 518-792-2907 /518-798-1864 Fax 0 Printed on Recycled Paper 06/16/2003 FRI 11:13 FAX 518 793 0427 NYSDOH GLENSFALLS DO IM 001 DC)NSTATE 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 May 16,2003 Robert Holmes Jarret Martin Engineers Inc. 12 East Washington Street' Glens Falls,NY 12801 Re: Subway- Glen Street Facility No. 56-AP83 (T)Queensbury, (C)Warren Dear Mr. Holmes, We have, this day, approved plans for the construction of an on-site seepage pit septic tIystem for the referenced facility. The wastewater treatment system design is based on 1365 gallons per day. The system consists of two septic tanks with a combined volume of 2,250 gallons and four 12 foot diameter seepage pits. No Grease Trap was proposed based on a very specific,,nenu and very limited on-site food preparation. Future use of this facility or modification of the menu from that in our records will likely require system modification to include an exterior grease trap. Water supply for thi facility is provided by the Queensbury Water System. This approval is conditional on the following: a) that the proposed works be constructed in complete conformity with the plans and specifications accepted this day or accepted amendments thereto; b) that the proposed works not be placed into operation until the construction is certified by the design engineer that it was constructed in accordance with the approved plans; c) that this approval will expire two years after the date of issuance; One set of the approved plans is being retained in our files, one set is being_forwarded I Town of Queensbury and two sets are being returned to your office. If you have any question s, please call me at 793-3893. Sincerely, Michael C. Shaw, P.E. Senior Sanitary Engineer cc: A. Gabalski,NYS DOH J. Curatolo,NYS DOH M. Daphinais,NYS DEC D. Haiten, (T) Queensbury i IG SPECIFICATIONS: PIPING: P-1) ALL GRAVITY SEWER SHALL BE PVC SDR 35 OR HDPE (POLYETHYLENE) SDR 17, ASTM D3034; INSTALL IN ACCORDANCE WITH ASTM D2321. ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED BY A METHOD APPROVED BY ENGINEER. P-2) ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.: NO LOW POINTS OR HIGH POINTS). P-3) HDPE PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE AT DIRECTION OF OWNER / ENGINEER; RADIUS OF BEND TO BE AS DIRECTED BY THE MANUFACTURER. PERMANENT MARKER WATERTIGHT MANHOLE FRAME & COVER; TANKS / STRUCTURES: OVER COVER WATERTIGHT JOINT (TYP.) SYRACUSE CASTINGS #1502 OR EQUIVALENT; T-1) PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC., OR EQUIVALENT. REFERENCES TO HEAVY DUTY REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING. GRADE TO DRAIN AWAY FROM COVER PLACE ZABEL FILTER WATERTIGHT SEALED UNDER FRAME & COVER T-2) THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT CONCRETE PLUG 24„ TO FACILITATE EASY ACCESS MARKER(S) OVER COVER(S), AND MEASUREMENT "TIES" TO PERMANENT STRUCTURES SHOWN ON THE "RECORD FINISHED GRADE INSTALL A100-12X20 "ZABEL" DRAWINGS" (SEE GENERAL NOTES). PRECAST CONCRETE RISER AS REQUIRED FILTER IN SANITARY TEE T-3) ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST 12" MIN. 24" MIN. ff POSSIBLE FLOTATION USING HEAVY DUTY TANKS W/ 6" EXTENDED INTEGRAL BASES, OR BY AN ALTERNATIVE BUILDING SEWER a 7-11 METHOD APPROVED BY ENGINEER. EXTEND HANDLE TO JUST TO EXISTING _ 3„ BELOW COVER SEPTIC TANK T-4) TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS (ASTM INLET - 20" C1227). WALL PENETRATIONS SHALL BE SLEEVED; SLEEVE TO BE SEALED TO THE WALL WITH NON-SHRINK - OUTLET 4" PVC GROUT, AND THE PIPE SEALED TO THE SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL. TANKS TO BE TESTED NATIVE BACKFILL = EFFLUENT LINE OUTLET PIPE TO DOCUMENT WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER. (ENGINEER TO WITNESS) THOROUGHLY COMPACTED 15" 18 T-5) TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED EFFLUENT FILTE 2 a HEAVY DUTY FORT MILLER FOR(H-20) WHEEL LOADING. D1 PRECAST SEPTIC TANK OR NEW 1000 GAL. 6' TYP. EQUIVALENT PRE-CAST SEPTIC TANK T-6) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. a T-7) ALL EXISTING TANKS/STRUCTURES TO BE REUSED ARE TO BE INSPECTED FOR STRUCTURAL INTEGRITY AND ' LEAKAGE TESTED FOR WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER. 12 MIN. - / �/ �/ �� �/ 0 �/ �/ �/ �� �/ �/ �% �/S�/ �% % T-8 FOR EXISTING SEPTIC TANKS TO REMAIN IN SERVICE, THE TANK OUTLET TEE IS TO BE REFITTED TO ALLOW x0�0�000�0����VAj�O/��/%o/��/��/��/��/��/��/ PROVIDE PURPOSES OR ) INSTALLATION OF A ZABEL FILTER. OR EQUIVALENT, IF NECESSARY, LEACHING SYSTEM: CRUSHED STONE FOUNDATION SEE NOTES L-1) LEACH FIELD/BED SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481 UNLESS OTHERWISE DIRECTED ATOP FIRM NATIVE MATERIAL HEREON. EFFLUENT FILTER DETAIL L-2) INSTALL LEACHING CHAMBER UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED U SCALE: N.T.S. HEREON. L-3) IN NO CASE SHALL VEHICLE TRAFFIC BE ALLOWED OVER LEACHING AREA FOLLOWING INSTALLATION OF LATERALS. EXISTING TOPSOIL SHALL BE REMOVED AND STOCKPILED FOR REUSE ON SYSTEM. T-7SCALE.' EPIC TANK DETAILL-4) CONTRACTOR TO VERIFY CONSISTENT SOIL CONDITIONS IN AREA OF LEACHING AREA PRIOR TO N.T.S. CONSTRUCTION; ENGINEER AND/OR OWNER TO BE NOTIFIED IMMEDIATELY OF INCONSISTENCIES. L-5) CONTRACTOR TO INSTALL LEACHING SYSTEM TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. EROSION & SEDIMENT CONTROL: PLACE PERMANENT MARKER ES-1) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH FINISHED GRADE AT GRADE FOR FUTURE LOCATION THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL", USDA-NRCS, AND THE URBAN SLOPE GRADE AWAY OF LEACH PITS) (TYP.) EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. FROM COVER (TYP.) ES-2) NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND NON-WOVEN GEOTEXTILE SEDIMENTATION. FOR SEPARATION 12" MIN. �24" (TYP.)-1 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. ) FORT MILLER DRYWELL H-20 TRAFFIC COVER �) �o�/n OR EQUIVALENT ES-4) EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT �00�Qoj C) SITE RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER. 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 J RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND O<' O O C 4" DISTRIBUTOR PIPE UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. /_ 0 ES-6) CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO ENGINEER FOR APPROVAL. TREATED LUMBER MARKER (� 0 0 %4" TO 012" WASHED EARTHWORK & TURF ESTABLISHMENT: /-ABOVEALL BURIED COVERS; J O 0 /O O%ft CRUSHED STONE; ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON SET 1 2" ABOVE GRADE O TONE IN n OJO C AND STONE THESE PLANS OR BY OWNER. 00 0 4' DIAMETER C) 0 ET-2) TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL 0 �" MIN.)\ aOC CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. ( �nOoC REMOVABLE COVER O ) 8 I ` .J ET-3) SURFACE DRAINAGE SHALL BE DIVERTED AROUND LEACH FIELD/BED AREA BY CONSTRUCTING SHALLOW EQUALIZATION LINE C SWALE AROUND THE HIGH SIDE OF THE SYSTEM AND DAYLIGHTING THE DRAINAGE IN AN AREA DOWNSTREAM THAT a PROVIDE ADJUSTABLE LEVELING WILL NOT AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY. INLET DEVICE ON EACH OUTLET �) O c) \� 0 wo 0 4" GRAVITY DISTRIBUTION LATERAL ��0 �1 a�� ET-4) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, 4" 0.5% MIN. SLOPE C',(� ov O O O ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND O0 )0 0 O AS DIRECTED BY OWNER. 12" MIN. OF CLEAN SAND C MISCELLANEOUS: 2" MIN. OR PEA GRAVEL FOUNDATION �\ O / 0 ��0 O0� M-1) EXACT LOCATION OF EXISTING SOIL LINES, EFFLUENT LINES AND SEPTIC TANKS ARE UNKNOWN. LOCATIONS TO BE FIELD VERIFIED AT TIME OF CONSTRUCTION. APPROXIMATE LOCATIONS OF TANKS AND PIPING ARE SHOWN CJ O O FOR REFERENCE ONLY. FORT MILLER DISTRIBUTION OUTLETS - 4" KNOCKOUTS BOX OR EQUIVALENT 12" MIN. l n 0v nry n� O� I� CRUSHED STONE FOUNDATION ' ATOP FIRM NATIVE SOIL DISTRIBTUTION BOX DETAIL 8' MIN.) 3' MIN. 3/10/03 AA( SUBMITTED FOR PERMIT TO CONSTRUCT RUH SCALE: N.T.S. DAT REV # ISSUED/ REVISIONS BY DETAILS DRAWING: o�� r�R� s D 1 WASTEWATER DISPOSAL SYSTEM k GLEN STREET SUBWAYS, INC. SEASONAL HIGH �s wQ 57509 ��� 870 U.S. ROUTE 9 - MILLER HILL GROUND WATER "A �P� OUEENSBURY, NEW YORK n 8 ' 0 x 8 ' HIGH LEACH PIT DETAIL .:R®F�ss�® u SCALE: N.T.S. JARRETT - MARTIN ENGINEERS, PLLC THO AS J RRETT PROFESSIONAL ENGINEERING P . #57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 PYRIGHT©2003 GLENS FALLS, N.Y. FAX: (518) 798-1864 ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE MARCH 2O03 PRO#03-01 6 SHEET: 2 OF 2 AND VALI D ALTERATION OF EDTHIS ENGINEER NLAWFULT F:\3016030703 SUBWAY ROUTE 9 WW DESIGN.DWG PLOTTED/REVISED:3/10/03 10:30 AM BY A LICENSED ENGINEER IS UNLAWFUL — GENERAL NOTES: G-1) SURVEY, EXISITNG GRADING, PROPOSED GRADING AND PARKING INFORMATION PROVIDED BY THE LA GROUP. G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT UFPO AND RECORD N Y. S R ` FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; j " O U 1T E 9 CONFLICTS OR DISCREPANCIES SHALL 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 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 CONFORMANCE WITH THE NYS DEPT. OF HEALTH, TOWN OF QUEENSBURY WASTEWATER STANDARDS, AND DETAILS/SPECS ON THESE DOCUMENTS. CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. 440 l \ \ 445 DESIGN INFORMATION: 'SURFACED f ® NEW LEACHING SYSTEM TO SERVE THE SUBWAY RESTAURANT ONLY. \ DESIGN BASIS NEW YORK STATE DEPARTMENT OF HEALTH NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION TOWN OF QUEENSBURY WATER SERVICE ENTRANCE / POTABLE WATER SUPPLY 0 BUILDING SERVED VIA THE TOWN OF QUEENSBURY MUNICIPAL WATER SYSTEM. NO KNOWN EXISTING OR PROPOSED POTABLE WATER SUPPLIES (WELLS) LOCATED WITHIN 100 FT, OF PROPOSED WASTEWATER DISPOSAL SYSTEM. DESIGN FLOW CURRENT METERED WATER USE: 650 GPD (20 SEAT RESTAURANT \ \ \ \\ \ \ I \ 650 GPD _ 20 SEATS = 32.5 GPD/SEAT ) EXISTING BUILDING RESTAURANT TO BE EXPANDED TO 42 SEATS \ \ \\\ \ I (NOT SERVED BY 32.5 GPD/SEAT x 42 SEATS = 1365 GPD EXISTING BUILDING PROJECT) SEPTIC TANK \ \ \\ \ \ SUBWAY (NOT SERVED BY SIZED PER NYSDEC REQUIREMENTS: DAILY FLOW x 1 .5 \\ \ \ \\ \\\ \ RESTAURANT PROJECT) 1365 GPD x 1 .5 = 2047.5 GALLONS MINIMUM TANK CAPACITY \ HOUSE REUSE EXISTING 1000 GALLON SEPTIC TANK PLUMB NEW 1250 SEPTIC TANK IN\ \ \ \ \ \ EXISTING SERIES DOWN STREAM BUILDING FORT MILLER #1 __-- � OF EXISTING SEPTIC TANK \ \ \\\I SEWER p� DISTRIBUTION BOX / 2250 GALLONS OF SEPTIC TANK CAPCITY TO BE PROVIDED\ \ E I I G EPTIC TANK TO BE OR EQUIVALENT J / \\ \ \\ \ \ E BE I GREASE TRAP\ E IE'I ING CONSTRUCT ` �- I-. �_-% r\ ALL FOOD SERVED IS PRE-COOKED OFF SITE. NO GREASE TRAP IS WARRANTED. \ 1 \ ( OCATION APPR ) 4" PVC VENT PIPING; \ r TEE INTO EQUAL. PIPING / / SEPTIC I TANK EFFLUENT FILTER(3 - CONNECTION 435 / j ` PROVIDE (1) MODEL A300 12x20, "ZABEL" FILTER IN OUTLET OF NEW (DOWNSTREAM) 430 POINTS) \ SEPTIC TANK. I I \ \ \ ^ \ \ LEACHING SYSTEM (LEACH PITS) < 430 _ ^ 1365 GPD = 1 .2 GPD/SQ. FT. = 1137.5 SO. FT. REQ D I I \ \\\ \ F / \ \ \ III I I \ \\ 1250 GAL. \ ` \ 1 137.5JSQ.MINUTE/INCH - 37.7SQ PERCOLATION ) FT./VLF (12'0 LEACH PIT) I I I \ \ \ S PTIC TANK D1 4 .5 ` \ = 30.17 VERTICAL FT. OF 12'0 LEACH PIT REQUIRED. PROVIDE (4) 12'0 x 8' LEACH PITS \ I I I I \ \ N EW 4" PV 2 II I I I ( \ UENT LINE P.) // EFFLUENT DISTRIBUTION I \ \ 1% MIN. SLOPE EDGE OF NEW PAVED \ GRAVITY DOSING DISTRIBUTION VIA DISTRIBUTION BOX FROM SEPT I I I \ \\\ 425 / / �� PARKING LOT \ \ \ / IC TANK. I I \ 24 M1N. - - WASTEWATER SYSTEM --SERVING REMAINDER PT OF PROPERTY TP �. or, y \ LEACH PIT.120 x 8, SHED 4" PVC D IBUTION PIPING ® a •• 50' MIN. ® - �` - . � , � � � � -� � . ��'_• ( N P ) 0.59 I . SLOPE (TYP.) D1 (TYP.) - Hai} `a• ``�' .;, .,i � ' i'' NEW " VC EQUALIZATION LINE (TYP.) �,F au ALL @ 0% SLOPE WHERE ELEVATIONS �21 / '� ' r� _ <� ~ ��� .s•}k iP i s t ALLOW (CONFIRM WITH ENGINEER) I ":� r _ ,�. -- ,� [ '" z• EXISTING RETAINING I '� ' �« +� _ ~'`' ' � iP � WALL EXISTING CONTOUR LINES \ I I `< +��, I• IN PROPOSED PARKING AREA4= � :,• NOT SHOWN FOR CLARITY 1 • ' .a �: "w =°�' ` PROPOSES SUBSURFACE INVESTIGATION: \ LOCATION PLAN COMPLETED 4/15/03 LEGEND: TEST PT #1 0 - 156" MEDIUM BROWN FINE TO MEDIUM SAND EXISTING / BY OTHERS: 156" BOTTOM OF HOLE \ I 6/25I03 /D\ RECORD DOCUMENTS RUH (existing features denoted by lower case lettering) NO EVIDENCE OF GROUND WATER OR BEDROCK I I ( 9 ~ � 5/7/03 0 REVISED PER 5/7/03 DOH COMMENTS RUH NEW / PROPOSED IN THIS DESIGN: PERCORTION TEST #1 SOIL MEDIUM BROWN FINE TO MEDIUM SAND \ 4/28/03 © REVISED PER NYSDOH COMMENTS RUH EXISTING MINOR CONTOUR: — — DEP'H: 72" \ EXISTING MAJOR CONTOUR: — — STABILIZED PERCOLATION RATE OF 2 MINUTES 07 SECONDS. \ 3/10= AA SUBMITTED FOR PERMIT TO CONSTRUCT RUH PROPOSED MINOR CONTOUR: PROPOSED MAJOR CONTOUR: DATE JREV# ISSUED/REVISIONS BY PROPERTY LINE: — EXISTING STORM DRAIN: @� new y�� SITE PLAN C1 DETAIL # �► ' WASTEWATER DISPOSAL SYSTEM DETAIL REFERENCE TAG: 2 SITE PLAN GLEN STREET SUBWAYS, INC. 1 T1 � SEE DRAWING # FOR DETAIL Scale: SEE GRAPHICAL SCALE 870 U.S. ROUTE 9 - MILLER HILL SECTION CUT DIRECTION GRAPHIC SCALE �0.57 � °; QUEENSBURY, NEW YORK 20 0 10 20 40 80 SECTION REFERENCE TAG: SECTION LETTER IECORD DOCUMENT NOTE: JARRM - MARTIN ENGINEERS, PLLC T 1 H. THO JA RETT PROFESSIONAL ENGINEERING SEE DRAWING # FOR SECTION ® TIS PLAN REPRESENTS THE ACTUAL INSTALLED LOCATIONS) OF THE NEW SEPTIC TANK, ( IN FEET ) p . #57509 12 EAST WASHINGTON STREET PHONE: (518) 290 792- 7 DCTRIBUTION BOX, DISTRIBUTION PIPING AND LEACH PITS AS MEASURED BY REPRESENTATIVES OF SCALE: 1" = 20' JnRETT-MARTIN ENGINEERS, PLLC ON 5/30/03. coPYRIGFIr®loos GLENS FALLS, N.Y. FAX: (518) 798-1864 W-M SEAL DWI BE CONSOSM7RM a&Y W oFEoa►w"VMA MARCH 2O03 PRO#03-016 SHEET: 1 OF 2 AWvAM AVEM EN ED D ooCUMefr R0UNA RL F:\3016030703 SUBWAY ROUTE 9 WW DESIGN.DWG PLOTTE: /REVISED:6f4= 2.00 PM BYA LIED B UrL/1WF1� SPECIFICATIONS: PIPING: P-1) ALL GRAVITY SEWER SHALL BE PVC SDR 35 OR HDPE (POLYETHYLENE) SDR 17, ASTM D3034; INSTALL IN ACCORDANCE WITH ASTM D2321. ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED BY A METHOD APPROVED BY ENGINEER. P-2) ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.: NO LOW POINTS OR HIGH POINTS). P-3) HDPE PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE AT DIRECTION OF OWNER / ENGINEER; RADIUS OF BEND TO BE AS DIRECTED BY THE MANUFACTURER. WATERTIGHT MANHOLE FRAME & COVER; TANKS/STRUCTURES: WATERTIGHT MANHOLE FRAME & COVER; SYRACUSE CASTINGS #1502 OR EQUIVALENT; T-1) PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC., OR EQUIVALENT. REFERENCES SYRACUSE CASTINGS #1502 OR EQUIVALENT; 4" PVC VENT LINE WATERTIGHT SEALED GRADE TO DRAIN AWAY FROM COVER CONCRETE PLUG PLACE ZABEL FILTER GRADE TO DRAIN AWAY FROM COVER TO HEAVY DUTY REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING. 24" FINISHED GRADE UNDER FRAME & COVER T-2) THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT TO FACILITATE EASY ACCESS MARKER(S) OVER COVER(S), AND MEASUREMENT "TIES" TO PERMANENT STRUCTURES SHOWN ON THE "RECORD PRECAST CONCRETE RISER AS REQUIRED INSTALL A100-12X20 "ZABEL" DRAWINGS" (SEE GENERAL NOTES). 12" MIN. 24" MIN. FILTER IN SANITARY TEE d l '. - :s WATERTIGHT JOINT TYP. T-3) ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST (TYP.) POSSIBLE FLOTATION USING HEAVY DUTY TANKS W/ 6 EXTENDED INTEGRAL BASES, OR BY AN ALTERNATIVE 3" PROVIDE S.S. ROD REINFORCED METHOD APPROVED BY ENGINEER. TO EXISTING INLET —� -�- TEE HANDLE TO JUST \�4" EPTIC TANK T-4) TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS (ASTM OUTLET BELOW COVER 20 C1227). WALL PENETRATIONS SHALL BE SLEEVED; SLEEVE TO BE SEALED TO THE WALL WITH NON-SHRINK EFFLUENT LINE lI PVC r. l MIN. -: _ •; 1 � GROUT, AND THE PIPE SEALED TO THE SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL. TANKS TO BE TESTED a 1/3 'X' OUTLET PIPE TO DOCUMENT WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER. (ENGINEER TO WITNESS) INSTALL NEW OUTLET,X, EXISTING 1000 GAL. PRE-CAST PIPING AS SHOWN ON DRAWING C2 T-5) TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED CONCRETE SEPTIC TANK 6, TY FOR(H-20) WHEEL LOADING. NEW 1250 GAL. FORT MILLER 4,,NEW 1000 GAL. PRECAST SEPTIC TANK OR PRE-CAST SEPTIC TANK T-6) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF .. ° " , . ;•. : ; .'. EQUIVALENT EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. 12" MIN. '' : • T-7) ALL EXISTING TANKS/STRUCTURES TO BE REUSED ARE TO BE INSPECTED FOR STRUCTURAL INTEGRITY AND SEAL PENETRATION(S) i ; c; _,, , 'WITH NON-SHRINK GROUT / /`/%`//`I%�%/�� `/%`%/`/��/% %/• /% %%4��/ ��% i LEAKAGE TESTED FOR WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER. / /\/ (TYP.) PROVIDE EXTENDED BASE FOR ��\\ \\ \\ \\ \\ \\/\\ \\/\\/�\\/ / / / / //\\�� ANTI-FLOTATION PURPOSES T-8) FOR EXISTING SEPTIC TANKS TO REMAIN IN SERVICE, THE TANK OUTLET TEE IS TO BE REFITTED TO ALLOW 8" PVC CONNECTION LINE OR EQUIVALENT; IF REQUIRED INSTALLATION OF A ZABEL FILTER. CRUSHED STONE FOUNDATION LEACHING SYSTEM: ATOP FIRM NATIVE MATERIAL EFFLUENT FILTE D1 L-1) CONTRACTOR TO VERIFY CONSISTENT SOIL CONDITIONS IN AREA OF LEACHING AREA PRIOR TO EFFLUENT FILTER DETAIL CONSTRUCTION; ENGINEER AND/OR OWNER TO BE NOTIFIED IMMEDIATELY OF INCONSISTENCIES. SCALE: N.T.S. L-2) CONTRACTOR TO INSTALL LEACHING SYSTEM TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF SEPTIC TANK DETAIL EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. 1SCALE: N.T.NTs. EROSION & SEDIMENT CONTROL: ES-1) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL", USDA-NRCS, AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. ES-2) NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND SEDIMENTATION. SLOPE GRADE AWAY WATERTIGHT MANHOLE FRAME & COVER; ® ES-3) RESTORATION OF DISTURBED AREA SHALL BE COMPLETED WITHIN 7 DAYS OF COMPLETION OR TEMPORARY FINISHED GRADE SYRACUSE CASTINGS #1502 OR EQUIVALENT; TO BE PROVIDED AT STOPPAGE OF WORK. TEMPORARY STOPPAGE OF WORK SHALL BE DEFINED AS 14 CALENDAR DAYS OR LONGER. FROM COVER (TYP.) GRADE TO DRAIN AWAY FROM COVER DISCRETION OF OWNER h--24" PRECAST CONCRETE RISER AS REQUIRED ES-4) EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER. NON-WOVEN GEOTEXTILE - ES-5) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN FOR SEPARATION �- 12" MIN (--36" (TYP.)-1 PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT FORT MILLER DRYWELL RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND H-20 TRAFFIC COVER O OOO OR EQUIVALENT UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. TREATED LUMBER MARKER OOO ES-6 CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTIC TO P ABOVE ALL BURIED COVERS; oOo a ) E(S) AND SUBMIT ENGINEER FOR APPROVAL. SET 1/2" ABOVE GRADE OOO O OOP EARTHWORK 8 TURF ESTABLISHMENT: ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON ���/ �OOO OO C 4" DISTRIBUTOR PIPE THESE PLANS OR BY OWNER. /.\� 6 (MIN.) -� REMOVABLE COVER OO O O oao� ET-2) TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL OQ O Q 3/4" " CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. tDEVICE IDE ADJUSTABLE LEVELING �O O O O�� TO 2Y2 WASHED ON EACH OUTLET O O O CRUSHED STONE; ET-3) SURFACE DRAINAGE SHALL BE DIVERTED AROUND LEACH FIELD/BED AREA BY CONSTRUCTING SHALLOW INLET —� O O FREE OF FINES SWALE AROUND THE HIGH SIDE OF THE SYSTEM AND DAYLIGHTING THE DRAINAGE IN AN AREA DOWNSTREAM THAT H 4 GRAVITY DISTRIBUTION LATERAL 6' DIAMETER Oc AND STONE DUST WILL NOT AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY. ® 0.5% MIN. SLOPEI ti �" MIN. OF CLEAN SANDET-4) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND 2 MIN. PEA GRAVEL FOUNDATION 81 EQUALIZATION LINEAS DIRECTED BY OWNER. (ELEVATION MAY VARY) MISCELLANEOUS: � M-1) EXACT LOCATION OF EXISTING SOIL LINES, EFFLUENT LINES AND SEPTIC TANKS ARE UNKNOWN. LOCATION' ER DISTRIBUTION vO� O oaO� TO BE FIELD VERIFIED AT TIME OF CONSTRUCTION. APPROXIMATE LOCATIONS OF TANKS AND PIPING ARE SHOW 4" KNOCKOUTS BOX OR EQUIVALENT 0 O O O FOR REFERENCE ONLY. OUTLETS �O O O OO O O DISTRISTUTION BOX DETAIL O O O O O O C 3 SCALE: N.T.S. �O O O� � �00 O��O Opo�nO�O�nO� � 12" MIN. 1 n��n t I n��n n��n l I n��n l I n� n I 6/25/03 ® RECORD DOCUMENTS R CRUSHED STONE FOUNDATION PROVIDE INSECT ATOP FIRM NATIVE SOIL 5/7/03 REVISED PER 5/7/03 DOH COMMENTS R SCREEN 12' (MIN.) 3' MIN. 4/28/03 ® REVISED PER NYSDOH COMMENTS R 4" PVC VENTILATION PIPING; 3/10/03 AA SUBMITTED FOR PERMIT TO CONSTRUCT R VEMT STAND PIPE TO BE LOCATED DATE REV # ISSUED REVISIONS I 36" IN. AT DIRECTION OF OWNER OUTSIDE OF lo PA\EMENT AREAS // // // SCALE: N.T.S. i ®Fw rQ DETAILS DI SEASONAL HIGH �, • WASTEWATER DISPOSAL SYSTEM 90' ELBOW EQUALIZATION PIPING GROUND WATER W GLEN STREET SUBWAYS, INC. (OTHER FITTINGS (3 - CONNECTIONS) 870 U.S. ROUTE 9 - MILLER HILL QUEENSBURY, NEW YORK AS NEEDED) TEE FOSS JARRETT - MARTIN ENGINEERS, PLL H. THO S JARRETT PROFESSIONAL ENGINEERING P. . #57509 12 EAST WASHINGTON STREET PHONE: (518) 792-291 IGHT 0 2003 GLENS FALLS, N.Y. FAX: (518) 798-181 ® VENT PIPE DETAIL 5 SCALE: N.T.S. ONLY°0PIES OF AL EDA e�uE sE sFlAll eE can�aoEflmME MARCH 2003 PRO#03-016 SHEET: 2 OF 2 ANDVALD ALTEATION THI BY UCEN ED ENGINEER EERIS DOCUMENT SCUT F.-\3016030703 SUBWAY ROUTE 9 WW DESIGN.DWG PLOTTED/REVISED:WM03 2:00 PP BY A LICENSED ENQINE6i IS UNAINFUL