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2001-635 1111111-- { 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: P20010635 Date Issued: Friday, October 05, 2001 This is to certify that work requested to be done as shown by Permit Number P20010635 has been completed. Tax Map Number: 523400-296-013-0001-066-000-0000 Location: 101 STATE ROUTE 9 Owner: MONTY F LIU Applicant: CHINATOWN RESTAURANT This structure may be occupied as a: By Order of Town Board Septic Alteration Commercial TOWN OF QUEENSBURY (.."-341442/1 , ,,„:'''i, Director of Building&Code Enforcement -,-`� -N, TOWN OF QUEENSBURY `�o 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20010635 Application Number: A20010635 Tax Map No: 523400-296-013-0001-066-000-0000 Permission is hereby granted to: CHINATOWN RESTAURANT For property located at: 101 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. Type of Construction Value Owner Address: MONTY F LIU Septic Alteration Commercial 994 STATE RTE 9 Total Value QUEENSBURY,NY 12804 Contractor or Builder's Name/ Address Electrical Inspection Agency I.B.S. SEPTIC 2 LOWER WARREN STREET OUEENSBURY,NY Plans &Specifications 2001-635 CHINA TOWN SEPTIC ALTERATION AS PER PLOT PLAN SPECIFICATIONS $35.00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Thursday,August 29,2002 (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 e o of ee sb •. / ednesday,August 29,2001 BY t` i : SIGNED for the Town of Queensbury. Director of Building&Code Enforcement Application for Permit—Septic Disposal System T own of Qlteciisbtn.y.7.12 Bay Road Queeitsburv, IVY 12804 (518) 761-825c I. OWNER INFORMATION: Location of installation: 994 Route 9 Office U Filo Permit No.C)00 lsc IN (..rO ) Tax Map No. / / • Fee Paid Owner's Name: Monty Liu Address: 994 Route 9 . Queensbury, NY 12804 • 2. INSTALLER'S NAME : IBS Septic PHONE NO. 798-8194 3. .RESIDENCE INFORMATION: (circle year of dwelling, indicate #bedroom(s) and multiply II of bedrooms with applicable gallons per bedroom to equal total dailyflow) Year of House: • No. of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdrm = t • 1980— 1991 x 130 gal/bdrin = 1991 —present x 1 l 0 gal/bdrm = AU6 2 1 200 1 Garbage Grinder Installed yes / no TOWN©F QIJEENSBURY Spa or Whirlpool Installed yes / no BUILDING ANDC®l3E 4. PARCEL INFORMATION: (circle applicable information & indicate measurements) Topggraphy Soil Nature .Gt_Qund Water Bedrock or llingerv_iousMaterial Domestic Water Supply anvosand at what depth at what depth Rolling loam yn feet feet well Steep slope clay l/ I if well; water supply %slope other Al 1 f - A v I IRfrom any septic-system • depth: • absorption is ft. other Percolation Test: (7o be completed by licensed professional engineer or architect) • Rate: N/A -minute per inch PROPOSED SYSTEM:-For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning 13oard approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder.Spa or Whirlpool Tub. Grease Trap Septic Tank: 2000 gallon (min: size 1,000 gal.) Tile Field: each trench ft. Total System Length: • Seepage Pit(s): number of size of each: f. by• ft. Size of Stone to bo Used: It / depth or thickness feet Bed System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) ki `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 agency. • 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON (please read) For your protection, please note that pursuant to Section 136-29 of tho Code of the Town of Quocnsbury, 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 on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements o - Town of Qr sbury Sanitary Sewage Disposal Ordinance. •/, y<-, no/ Si:natu'e of r sponsibie person Dat TOWN OF QUEENSBURY BUILDING A CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name c4,.i, ,,,,,,_, Location Y` 5) Date l) -(dl Permit #U / J i- ' > SOIL TYPE: Sand-Loam-Clay- Results of Percol ati gnjest- (if applicable) Rat -Min to/Inch TYPE OF SYSTEM: ABSORPTION FIELD: /Total L ngth Length of each trench Depth of trenches( / Size of stone . SEEPAGE PITS: Number-/ Size - ft. x / ft. Stone size PIPING: \ Size Type Bldg. to T'ao_k__- Tank to Dist. Box Dist. Box to Fiel /Pit Openings Sealed? Yes No . ._Partia LOCATION/SEPARATI NS: Foundation to Tan feet • Foundation to Abs rption ! feet , Separation of .Pit _- feet Conforms as per Plot Plan Yes No LOCATION OF SYSTE . ON PROPERTY: (circle one) • Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS: g64-e_ V 0A4f A- 4.1 • ter- ifia • SYSTEM.USE APPROVED: Y` NO Arrived: /J Departed: 010Y-- . Building Inspector /rM RESIDENTIAL FINAL INSPECTION REPOR Office No.(518)761-8256 Date inspection request received: _ / 4 _ Building&Code Enforcement l‘• I � Dept.of Community Development Arrive am/pm Depart Town of Queensbury Inspector's Initia s 742 Bay Road Queensbury,New York 12804 NAME \'�/G�/��,/1 :h l / �� PERMIT ERTB T# J �7 TYPE OF STRUCTURE ��,ek ;,liiF.. N/A YES NO COMMENTS Chimney Height/"B"V VD' ect Vent Location n g � C� J i Fresh Air Intake / Jy rl V r'h.`— Plumb Vent through roo / Roof Complete Exterior Finish Complet Interior/Exterior Railing 30" o 36" Exterior Handrails,balco 'es,landing 18 in.or more ,147.7711 Interior Handrails stairs tl 'des 3 or more risers Grade 2%away from fo tion 8"clearance to sill plat Gas Valve shut-6 pose regulator 18"above grade Gas Furnace shut-off withi 30 feet or within line of site Oil Furnace shut-off at entr ce to furnace area 1 A/3 441-- g/1-IL— At. iti Furnace/Hot Water Heater o erating Relief Valve(s)installed 7 4., fj i tx 47$25GHeadroom,6 ft.6 in.on stair Basement stairs,6 ft.4 in. Handrail exterior stairs both s des more than 3 risers Interior privacy/trim/doors/ma entrance 36" Floor Finish Bathroom/Kitchen watertight Interior Handrails Balconies/Landing 18 in.or more Railing across window in stauw;s Smoke Detectors: every level 1 every bedroom \, outside every bedroom inter connected Bathroom fans Plumbing fixtures Foundation insulation 3/4 hour fire door/door closer Garage fireproofing Garage penetrations sealed Furnace in separate room protected(in garage) Light ventilation per room Safety glazing 18"or less from floor / J �! L 6-. ' lJ1"' Final Electrical f/ /(/6 r (+ � Site Plan/Variance required Final Survey Plot Plan As Built Septic System layout required Okay to issue C/C(Certif.of Compliance) Okay to issue temp.C/O(Certif.of Occupancy)_ Okay to issue permanent C/O(Certif. of Occupancy) �/ -Dom .. 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 August 22, 2001 H. Thomas Jarrett, P.E. Jarrett-Martin, PLLC • 12 East Washington Street Glens Falls, New York 12801 RE: Chinatown Restaurant (T) Queensbury, Warren County Dear Mr. Jarrett: Enclosed are two paper copies of the August 2001 "Grease Trap Upgrade" plan stamped "ACCEPTED" by this Office. We are retaining one paper copy for our records. The acceptance of these plans is our endorsement for the project to proceed subject to concurrence by the Town of Queensbury Code Enforcement and Wastewater Departments. Please contact me if you have any questions. Sincerely, Glenn N. Bruso, P.E. Senior Sanitary Engineer CC: D .1;1t ibo, M. Shaw-W/O Attachments E. Mail - A. Gabalski, J. Curatolo Glenn/Chinatown :Cps , ARREMARI , 'MES.1 11gM ° �S"� �C,'. • H. Thomas Jarrett "P.E. 1Professsional Engineering Kenneth.Martin,'P.E:' August"17; 2001. Dave Hatin Building Department _,Town of,Queensbury 742 Bay Road. - , Queensbury,NY, 12804 Glenn Bruso, P.E. NYS Department of Health Glens Falls District Office 771VIohican"St. ' Glens•Falls NY'12801 Re: Chinatown Restaurant - ' ,Rt. 9, Queensbury,.NX "-JM 00-25 Dear Dave & Glenn: In accordance with our prior discussions,and correspondence, attached are three copies:'(to each) of a:plan with;details for.the.grease=trap'upgrade.at:theChinatown Restaurant on Rt. 9 in Queensbury: An additional 2009. gallon trap.,is proposed to. supplement the existing 1000" gallon trap:, This size '.was chosen..because it - reportedly -meets the Town ',of Queensbury requirements for municipal...sewer connection. _ When tie in to the sewer .is available, the gravity':sewer would be • reversed. to facilitate the installation of a new lateral to the proposed collection' • sewer along:Rt. 9 At that time, the septic tank would be abandoned, or"removed; but the grease.traps'would-remain in use. • The plan is to upgrade,the grease trap m. early September,following approval from ; both of your offices and concurrence from Mike -Shaw that the attached plan is acceptable. At the time of installation; the; existing,leach pits;will be examined and cleaned/re-stoned, as necessary,.m accordance with our prior;correspondence.; 12 East;Washington St • Glens Falls,NY 12801 518-792-2907/ 51'8-798-1864.Fax «Printed on Recycled.Paper' t •Dave Hahn and Glenn"Bruso August 17, 2001__ Re -Chinatown Restaurant Following receipt::of approval from all three offices, we will schedule:construction, _. and ngti" :;you accordingly If you have:any'questions, pleases%;call..our office at 792-2907 Sincerely, H.--,Thomas Jarrett,:P E: Pnncipal CC Mike Shaw, Tn-of Queensbury Wastewater Department w%attachment Monty Liu,'-Chinatown w/attachment Ivan Bell,I:B S:: Septic.w/attachment - . F/datafile/025081701.Chinatown permit transmittal Page'2.of 2 jARRE MAR24 Q 4,maa,m4 a/.140 H Thomas Jarrett,"P E.. Professsional Engineering Kenneth Martin,P.E. July 20,2001, ; Dave Hatm Building.Department Town of"Queensbury 742:Bay'Road Queensbury;:NY 128,04 Re •`Chinatown.Restaurant Rt:,9,•Queensbury NY JM 00-25 Dear Dave ' This letter-is to confirm that--the-Town of Queensbury arid;NYS'Department of Health will allow the Chinatown Restaurant to install a new grease trap(s) to"supplement existing grease traps in order to further reduce grease"carryover-.to-the leaching system.:-,The,new trap(s)will-comply with -• • the Town of Queensbury.Wastewater Standards for use when;the`new'municipal sewer-system is , installed,on Route,9.: Subsequent to our conversation, Ivan Bell relayed his conversation with you regarding replacing ,the:crushed stone around the.leach pits. He told us that you would be willing to`allow this on a • temporary basis as long as,:the NYS Department of Health'would approve it. We then-discussed , this issue with Glenn Bruso.and he;responded that as. long as'required separation distances from adjoining;neighbors facilities are;Met,:he'would approve of;.the:work on a:temporary basis (ie:_ •interun until-a municipal sewer connection is made) ;Based on that, Jarrett-Martin Engineers, PLLC will document: the„-location_-of leach pits 'on the property. and.confirm; the separation', distances :We,will also_provide this information, along with.a report on the system upgrade,"•to: • you and Glenn Bruso when the work is.complete.-..; ••" We,will submit details of the grease traps) when "available and will notify both offices when fieldwork is contemplated If you have any questions please call:our office at;792-2907 Sincerely; H:.T omas Jarrett, P.E Principal CC •Glenn Bruso,NYS bept of Health Monty Liu; Chinatown ,Ivan Bell,I:B.S;Septic F/datafile/025071701 ChinatownLetter 12East Washington St. •.Gle,ns Falls, NY-12801 51.8-792-2907 /;518-798-1864.FaX Printed on Recy0ed"Paper APPROX. EXISTING RESTAURANT APPROX. LOCATION OF EXISTING 1000 GAL. SEPTIC TANK EMERGENCY DOOR %- PLATFORM C•l NEW 2000 GAL L EXISTING EFFLUENT SEWER GREASE TRAP TO LEACHING SYSTEM APPROX. LOCATION OF EXISTING 1000 GAL. GREASE TRAP PARKING LOT m SITE PLAN SCALE: 1" = 20' GRAPHIC SCALE ( IN FEET ) SCALE: 1" = 20' WATERTIGHT JOINT (TYP.) PERMANENT MARKER _ OVER COVER WATERTIGHT SEALED PLUG LINE FROM EXISTING GREASE TRAP TO BE INSTALLED ® 1 % SLOPE INLET WATERTIGHT SLEEVE AND SEAL NATIVE BACK FILL THOROUGHLY COMPACTED GREASE TRAP DETAIL SCALE: N.T.S. LEGEND: EXISTING / BY OTHERS: NEW / PROPOSED IN THIS DESIGN: PIPE REMOVAL: DETAIL # DETAIL REFERENCE TAG: 2 1 SEE DRAWING III FOR DETAIL SECTION CUT DIRECTION SECTION REFERENCE TAG: SECTION LETTER T1 SEE DRAWING III FOR SECTION WATERTIGHT MANHOLE FRAME & COVER; SYRACUSE CASTINGS #1502 OR EQUIVALENT; GRADE TO DRAIN AWAY FROM COVER FINISHED GRADE - PRECAST CONCRETE RISER AS REQUIRED ,-- EFFLUENT LINE OUTLET INSTALL NEW OUTLET PIPING AS SHOWN ON ABOVE SYSTEM PLAN GUARDIAN 2000-H2O GREASE TRAP OR EQUIVALENT J PROTECT FOUNDATION DURING EXCA✓ATION. DO NOT DISTURB SOIL WDER 1:1 SLOPE SHOWN 9'-6" (EDGE OF BUILDING TO q OF GREASE TRAP) FOUNDATION & FOOTINGS ARE APPROXIMATE. CONTRACTOR TO VERIFY AT START OF CONSTRUCTION. EXCAVATION DETAIL SCALE: N.T.S. I 11.5" 1 •, 4" INLET TEE -� EXISTING RESTAURANT TIE OUTLET OF NEW GREASE TRAP INTO EXISTING PIPE; RELOCATE PIPE AS NEEDED A300-1200 "ZABEL" EFFLUENT FILTER OR EQUIVALENT _ 4" PVC OUTLET PIPE OUTLET _ NON -SHRINK GROUT 4" PVC STUB PIECE; BRACE TO WALL A 100/300 ADA f EXTENSION ADAPTER 6" EFFLUENT FILTER DETAIL SCALE: N.T.S. EXISTING GRADE (NOT FROM ACTUAL SURVEY) 2000 GAL GREASE TRAP GREASE TRAP INLET SEE ABOVE PLAN FOR INV. ELEV. BACKFILL WITH NATIVE SOIL SYSTEM PLAN SCALE: 1' - 10' EXISTING INLET INV. ELEV. 98.08 RIM 100.0 NEW OUTLET: INV. ELEV. 97.87 �-REMOVE EXISTING PIPE: OUTLET INV. ELEV. 97.50 OUTLET INV. ELEV. 97.63 GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) SCAM 1" = 10' 4" INLE " PVC 017LET PIPE OUTLET ION -SHRINK ROUT EXISTING GREASE TRAP NEW OUTLET FOR EXISTING GREASE TRAP SCALE: N.T.S. DESIGN INFORMATION: DESIGN BASIS NEW YORK STATE DEPARTMENT OF HEALTH TOWN OF QUEENSBURY GREASE TRAP SIZING: MINIMUM 3000 GAL CAPACITY REQUIRED BY TOWN OF QUEENSBURY WATER DEPT. FOR (FUTURE) TIE IN TO TOWN MUNICIPAL SEWER 3000 GAL - 1000 GAL EXISTING = 2000 GAL REQUIRED PROVIDE 1 2000 GAL HEAVY DUTY GREASE TRAP (H20) GENERAL (VOTES: G-1) PLAN DEVELOPED FROM LIMITED FIELD MEASUREMENTS BY JARRETT-MARTIN ENGINEERS, PLLC NOT FROM A SURVEY. ELEVATIONS PROVIDED BY CONTRACTOR. G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT UFPO AND RECORD FILE #. 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. 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 TO BE IN CONFORMANCE WITH THE NYS DEPT. OF HEALTH AND TOWN OF QUEENSBURY WASTEWATER STANDARDS. G-5) 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 FOR REFERENCE ONLY. TANKS ISTRUCTURES: T-1) PRECAST STRUCTURES SHALL BE AS SUPPLIED BY GUARDIAN CONCRETE, INC., OR' EQUIVALENT. T-2) THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT MARKER(S) OVER COVER(S), AND MEASUREMENT "TIES" TO PERMANENT STRUCTURES SHOWN ON THE "RECORD DRAWINGS" (SEE GENERAL NOTES). T-3) ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE 40 ANCHORED AGAINST 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). WALL PENETRATIONS SHALL BE SLEEVED; SLEEVE TO BE SEALED TO THE WALL WITH NON -SHRINK GROUT, AND THE PIPE SEALED TO THE SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL. TANKS TO BE TESTED TO DOCUMENT WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER. (ENGINEER TOi!;;. WITNESS) T-5) TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR (H-20) WHEEL LOADING. T-6) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. SPECIFICATIONS: PIPING: P-1) ALL GRAVITY SEWER SHALL BE PVC SDR 35, ASTM D3034; INSTALL IN ACCORDANCE WITH ASTM D2321. ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED BY A METHOD APPROVED BY ENGINEER. P-2) ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES, I.E.:#VO LOW POINTS OR HIGH POINTS. EROSION & SEDIMENT CONTROL: E-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. EARTHWORK & TURF ESTABLISHMENT: ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE PLANS OR BY OWNER. ET-2) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. �-- s S TO�/1%I {� �-'�" n 3400 ONV ONiali ; e :. %_L_j ' jL�N33f1(7 �O NMOj BUILDING &,QqDSE�Oz T z and REVIEWED BY �1303 DATE ► �E Copy �■�o w -1. • , GREASE TRAP UPGR CHINATOWN RESTAURANT :\ ;y . NYS ROM NEWYORK JAP= - MAI"III L.GIII:[ PLLC; ENGZNEERZNG --,PROFESSZOWL 12 EAST • -I • •r �•1 • r " 88 Rim