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2001-057 vrisTOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20010057 Date Issued: Thursday, March 29, 2001 This is to certify that work requested to be done as shown by Permit Number P20010057 has been completed. Tax Map Number: 523400-074-000-0001-019-002-0000 Location: 1133 STATE ROUTE 9 Owner: GREAT ESCAPE THEME PARK L L C Applicant: MARTHA'S ICE CREAM This structure may be occupied as a: By Order of Town Board Septic Alteration Commercial TOWN OF QUEENSBURY (.---- avp _ lfACAL Director of Building& Code Enforcement TOWN OF QUEENSBURY t /71 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20010057 Application Number: A20010057 Tax Map No: 523400-074-000-0001-019-002-0000 Permission is hereby granted to: MARTHA'S ICE CREAM For property located at: 1133 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: GREAT ESCAPE THEME PARK L 1 Septic Alteration Commercial C/O PROPERTY TAX SERVICE CO. Total Value 2351 W NORTHWEST Hwy DALLAS,TX 75220 Contractor or Builder's Name/ Address Electrical Inspection Agency JARRETT-MARTIN,LLP 12 E WASHINGTON St GLENS FALLS,NY 12801 Plans &Specifications BP 2001-0057 Septic Alteration at Martha's Ice Cream- Restaurant as per plot plan and specifications Address: 1133 State Route 9 $35.00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Thursday,February 20,2003 (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 To o eens ; Tu , ay. February 20,2001 SIGNED BY !./ for the Town of Queensbury. Director of Building& ode forcement "" Application for Permit—Septic Disposal System i, Town of Queensbnly742Bay Road Quee»sburv, NP 12804 (5l8) 761-8256 1. OWNER INFORMATION: • 833 skit* 9 I Office use Location of installation: US Route 9, Queensbury, ,NY 2//' ,/ Filo Permit No Tax Map No. .-77 / / / /f-0)' A6,1(/9/a' w ig _- Reo i a495./a-/-3 • Fee Paid Owner's Name: Great Escape Theme Park I Address: PO Box 511, Lake George, NY 12845 , 2. INSTALLER'S NAME : PHONE NO. FEB 1.4 2001 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate 11 bedroom(s) and mutt Will Of OUEENSBUIR'( bedrooms with applicable gallons per bedroom to equal total d64I1,0I 4 AND CODE Year of House: No. of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdrm = 1980— 1991 x 130 gal/bdrm = 1991 —present x 110 gal/bdrm = Garbage Grinder Installed yes / no Spa or Whirlpool Installed yes / no 4. PARCEL INFORMATION: (circle applicable information & indicate measurements) • Topsggrhhy Soil Naturq gri und Water i3edrock or Inihci_viousMaterial _Doi»cstic._Water Suptth 1d7C/t .rant! at what depth at what depth `uurrrcrpat) Rolling loam feet fret well • Steep slope , clay if well; water supply other SEE PLANS SEE PLANS slopefrom any septic-system SEE PLANS depth•. absorption is ft. SEE PLANS other -Percolation Test: -(To be completed by licensed professional engineer or architect) •• Rate: SEE PLANS minute per inch 5. 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 Board approved subdivision). Add 250 gallons to the size of the septic lank and leach field for each Garbage Grinder, Spa or Whirlpool Tub. • • Septic Tank: gallon (mica. size 1,000 gal) PESl4A1EO SYd`fn9 — SEA 0f t"../1 Tile Field: each trench . fl. Total System Length: __ji. Seepage Pit(s): number of size of each:, fl. by ft. • Size of Stone to bo used: I1• • / depth or thickness feet 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 bo 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 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 th . .wn of Queensbu- Sanitary Sewage Disposal Ordinance. li S . of respo'�ible person D to TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 • (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name MAR -1-\A11j Location I M) Rp0T-F___ 9 Date (3— Z9—o f Permit # Z_I —_ SOIL TYPE: Sand-Loam-Clay- Results of Percolati Te t- (if applicable) Rat -Minut /Inch TYPE OF SYSTEM: ABSORPTION FIELD:/Total L ngth Length of each trench ,/ Depth of trenched Size of stone SEEPAGE PITS: )I ler- S.i z e - `--� t. x ft. Stone size PIPING: Size Type Bldg. to Tank Tank to Dist. Box Dist. Box to Fi:•ld/Pit Openings Sealed' Yes No Partial LOCATION/SEPARA IONS: Foundation to T. nk feet Foundation to A.sorption feet Separation of P .ts feet Conforms as per Plot Plan () No LOCATION OF SYSTEM ON PROPERTY: (circle one) Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS: F,E__C_a%\(E. t\6 5\c-T ABC SYSTEM USE APPROV D: (:::YE NO Arriv• • , 4 Dep. • %: A 7 Or Ttialdin.l rector rail fence i\ \ stockade_ fence - Z CUT & FILL LIMIT \ ) NEW TEMPORARY 1 LEACHING SYSTEM C2 FUTURE LEACH BEDS FOR POSSIBLE ��- EXPANSION FOR PERMANENT ON -SITE WASTEWATER DISPOSAL SYSTEM �1 \ 1 met. storage bin privacy — � fence L, chain -link fence ,RELOCATE / SUPPORT 3" post. w.lamp AS REQUIRED _ 3" post wJQnap— _-1¢-- — elec. outlet PT #1 #1 e.,- — —-weod`ail-� fence area 3" post. w.lamp w. sign and posts in wd. planter 3 wd. �o is W. le�. eter THE "G BUILDING SI ate M NiTy� El \ ■ n° \ \ 0 ° 0 car + Pic \ �- 0 'c a� \� conc.pad + THE "GRILL" .�. O O \ 3" met. post o W. tamp CB Rim=, asphalt RECEIVED MAR 2 9 2001 TOWN OF QUEENSBUR" BUILDING AND CODE sk 0 Li S l.� s PZW_,Ot, 00 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12864 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name 1 \C)\.-Y\S'ka Location \V 3 * _9 ----17 Date 3 bj Permit #c' XI-OS7 SOIL TYPE: Sand-Loam-Clay- Results of Percolation Test- (if applicable) Rate-Minute/Inch qe, TYPE OF SYSTEM: ABSORPTION FIELD: Total Length . Q'CI Length of each trench .� V) Depth of trenches Size of stone Pr 'AMER - SEEPAGE PITS: Number- Size - ft. x Stone size PIPING: Si-e Type Bldg. to Tank Tank to Dist. Box Di s t._Boy- ta—F-i-e-1-d -J--1—�et %,c A-k LO �;CT Openings Sealed? d es No . ,Partial7.0 LOCATION/SEPARATIO'• '+: Foundation to Tank feet • Foundation to •Absor, tion . _ feet . . Separation of Pits feet Conforms as per Plo P1 an , Yes No LOCATION OF SYSTEM ON PROPER (circle'one) Vain) Front - Rear - Left ,Side - Right Side , , Middle Front. - Middl : Rear ,ti COMMENTS: O tJ"F, �` ► I OF l i f-? '�1=1 O 1-6 GaYq 600T t 1Ft LT t,E1 v7D BE Pflgj� SYUSE APPROV . ' YES NO Arrived: Depart r_ /4 1 B 1 Ong Ins ctor / / JtitC) r_VAT- -7 — -7 F t=C.THE Ft.\v TOWN OF QUEENSBURY BUILDING &_CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518)761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name H p,-n-kA 1 -,1j Location 1133 9 Date (2)--Z1, -01 Permit # '7c c 1-65-7 SOIL TYPE: Sand-Loam-Clay- Results of Percolation Test- (if applicable) Rate- 'nute/Inch TYPE OF SYSTEM: ABSORPTION FIELD: To al Length Length of each tren•h Depth of trenches �j Size of stone SEEPAGE PITS: Numbr- Size - \, ft. ft. Stone size \N, PIPING: Size Type Bldg. to Tank Tank to Dist. Box Dist. Box to Field/Pit Openings Sealed? Y-s No Partial LOCATION/SEPARATIONS: Foundation to Tank feet Foundation to Absorption feet Separation of Pits _ feet Conforms as per Plot P an Yes No LOCATION OF SYSTEM ON PROPERTY: (circle one) Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS: KEE D RE_v o G CNC_PiTtV `Er L10E6 SYSTEM USE APPROVED: YES NO„, Arrived f Depart: i 41 /' B lung nsp f or TOWN OF QUEENSBURY . / BUILDING &_.CODE ENFORCEMENT f 742 Bay Road c-- / ueeresbur ) If Q y NY 12804 (518) 761-8256 1 SEPTIC DISPOSAL SYSTEM INSPECTION Name 01004-PACAZ Location \l 33 c: 1 Date ` / /'`}[ — ) �;�O��rmit # � � I �V�J7 SOIL TYPE: Sand-Loam-Clay- Results of Percolation Test (if applicable) Rate-Minute/Inch TYPE OF SYSTEM: ABSORPTION FIELD: Total _Length Length of each trench Depth of trenches \, Size of stone _ SEEPAGE PITS: Number- Size - ft. x t. Stone size PIPING: B�- Size Type rwal Bldg. to Tank zD •T ► t GN '- ii Tank. to _Zx -lamaa4TDist. Boat�Pi FGrp ., Openings Sealed? Y- NoPartial °r6 1 LOCATION/SEPARATIONS:Foundation to Tank feet Foundation Absorpt on feet Separation of Pits feet tWQAConforms as per Plot •l an _ es No LOCATION OF SYSTEM 0 PROPERTY: (circle one) Front - Rear -_ Left ide - Right Side Middle Front - Midd a Rear COMMENTS: T--i A I\ V__2- SYSTEM USE APPROVED: YES NO Arri. Dep. . Amer ,..f .1 i.et id • ,y ding lisp: ►"!';r TOWN OF QUEENSBURY BUILDING &_CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 • (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name M,A RM A </) Location RC.) T F c Date 3--11-1—N Permit # Zoo ( -Oc7 SOIL TYPE: Sand-Loam-Clay- Results of Percolation Test- (if applicable) Rate 'nute/Inch TYPE OF SYSTEM: ABSORPTION FIELD: T tal Length Length of each tre •ch Depth of trenches Size of stone SEEPAGE PITS: Numoer- Size - ft. x ft. Stone size PIPING: Size Type Bldg. to Tait Tank to Dist. Box Dist. Box to Field Pit Openings Sealed? Yes No Partial LOCATION/SEPARATIO S: Foundation to Tank feet Foundation to Abso ltion feet Separation of Pits _ feet Conforms as per Plo Plan Yes No LOCATION OF SYSTEM IN PROPERTY: (circle one) Front - Rear - Lef Side - Right Side Middle Front - Middle Rear COMMENTS: DRo? = / DFF P1 6 6E-PT I C PLA 1� - 1 h C� , R F »� _T�` E 0Ncam ) B \u_ �E CF1LLI �G 0 �- SYSTEM USE APPROVED: YES NO Arrived: ft d Depa f : , 011" f�..7 t f 4"uilding ni ctor DOHSTATE 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 February• 2001 DDI."'0 8, 5 • Robert U. Holmes II {'rED H. Thomas Jarrett, P.E. FEt� g Jarrett- Martin, LLP 4 2001 12 East Washington Street , TOWN OF QuEEtV�g� Glens Falls, New York, 12801 �lJ1L®t l�Y NCa q►!I®CODS RE: Martha's Ice Cream Replacement Greywater System (T) Queensbury, Warren County Gentlemen: I have approved.your January 25,-2001 submission for the replacement greywater system at the above-noted facility. Per our previous discussions,this submission was reviewed in the context that this is an engineered greywater system for temporary use while the Great Esdape develops a more comprehensive solution for its properties. This approval does not constitute Department acceptance for statewide use of any of the components incorporated in the design. Approval for use of this system expires December 31, 2003. Use of the system after the expiration of the approval date will require plan resubmission for.determination of compliance with the wastewater disposal regulations that are in effect at that time. I have,retained one copy of the plans and am returning two copies to you. You will note that I have added an item for insect screening on the detail for the system vent. Additionally, I am advising that care be taken where the vents,are located so that they are not odor nuisances to either patrons of the food facilities or the motel/cabins. Sincerely, Glenn N. Bruso, P. E. Senior Sanitary Engineer CC: H.G. Beres -NYSDEC (w/o) ' Email - A. Gabalski, J. Curatolo, J. Hotaling Glenn/Martlias �E� 1 4 2001 TC�/�CF(aUEEfilS�3U131'�UlL®Ifi1 .. AEI®CC T '1'`Pi eApY Expi2Es 1 . 3/-03 For S-wa a D po NEW YORK STATE DEPARTMENT OF HEALTH /i/4'N---.431.#4.-e" - , P.E. DATE SSUED =•R PERAT TO CONSTRUCT ' REV # SSUED / REASONS �y 'p�','���a•'', STHEAN DRAWING: • —EMPOR RY /1 A°— S EWAT R D EPOS _ SYS EM ACE CREAM PARLOR, KITCHEN & THE GRL .s .,�,;. (MAl';T�i�°'S DANDEE CREAM a d vision of THE GREAT ESCAPE jy ..Ts �` r� a� U.S. RSUTE 9 - OUEENSI.,URY, NEW YORK `D `� /p� `D j�� ?LLC JARE o MART S��l 9 PROFESSIONAL ENGINEERING �►► 12 EAST WASHINGTON STREET . PHONE: (518).792-2907 OMAS JARRETT GLENS FALLS, N.Y. FAX: (518) 798-1864 .E. # 57509 DF THIS DOCUMENT JANUARY.2001 PRO# 00-14 . SHEET 1 of 3 LICENSED PROFESSIONAL. , P. PA Pfl114in1 nM1 Martha's Wastewater Design.dwg PLO I I ED/REVISED: 1/23/01 10:10 AM GENE'IAL NOTES: barn I a bilco door �o top=424.l 3 bot=423.70 y \ wood\ilanter \ el=4'2- . util.pole �L I I I I I I I I cons. ` I walk I / \ Parking r I / J Martha's nly" I , ' I i I I ; I asphalt I 1 I I i o s i � 0 v \TI I IE NEW BUILDING SEWER j0 EXISTING SOIL PIPE; INSTALL CLEANOUT IN EXISTING SOIL PIPE I \\% ' z / yellow I + / point arrow I� wood planter + EXISTING CESSPOOL ■ \ TO BE ABANDONED I o lamp -post i I ■ CL 0 I o I 3 I � \- conc. pad w. +picnic table I 0 _ conc. pad w. + bench I I 1) PLAN BASED ON SURVEY AND TOPOGRAPHICAL INFORMATION BY THOMPSON & FLEMING, LAND SURVEYORS, P.C., OCTOBER 1, 1999. SURVEY AND TOPOGRAPHICAL INFORMATION WAS PROVIDED TO JARRETT—MARTIN, PLLC BY THE LA GROUP. 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. 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). 4) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE PLANS OR BY OWNER. 5) 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. 6) CONTRACTOR TO VERIFY CONSISTENT SOIL CONDITIONS IN AREA OF LEACHING AREA PRIOR TO CONSTRUCTION; ENGINEER AND/OR OWNER TO BE NOTIFIED IMMEDIATELY OF INCONSISTENCIES. 7) CONSTRUCTION OF NEW PIPING, TANKS AND LEACHING SYSTEM TO BE IN CONFORMANCE WITH THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (SPDES), NEW YORK STATE DEPARTMENT OF HEALTH AND TOWN OF QUEENSBURY, ON —SITE COMMERCIAL WASTEWATER STANDARDS. 8) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND/OR SITE FEATURES, AS DIRECTED BY OWNER. SU=SURFACE INVESTIGATION S TEST PIT # 1 0 — 6" CRUSH STONE (FABRIC) 6 — 36" FINE TO MEDIUM SAND WITH COBBLES 36 — 129" MEDIUM BROWN SAND 129" BOTTOM OF HOLE, NO MOTTLING NOTED a PERCOLATION TEST # 1 TEST DEPTH: 129" SOIL: MEDIUM BROWN SAND STABILIZED PERCOLATION RATE OF 25 SECONDS PERCOLATION TEST #2 TEST DEPTH: 48" SOIL: FINE TO MEDIUM SAND STABILIZED PERCOLATION RATE OF 31 SECONDS F L L MATERIAL PERCOLATION TEST SIN PLACE) k6-V,)0\�7- (SEE DRAWING "C2") (3 PERCOLATION TEST #1 C w TEST DEPTH: 14" SOIL: FINE TO MED. SAND/ GRAVEL — SILT BLEND STABILIZED PERCOLATION RATE OF 10 MINUTES 15 SECONDS OF OU URY PERCOLATION TEST #2Cfi: TEST DEPTH: 11" Iw� SOIL: FINE TO MED. SAND/ GRAVEL — SILT BLEND ©. , STABILIZED PERCOLATION RATE OF 10 MINUTES 45 SEC01 06 PERCOLATION TEST #3C� _ TEST DEPTH: 13" APR 2 4 2001 SOIL: FINE TO MED. SAND/ GRAVEL — SILT BLEND TOWN OF QUEENSSURY STABILIZED PERCOLATION RATE OF 9 MINUTES 55 SECONDS BUILDING AND CODE a PERCOLATION TEST #4C TEST DEPTH: 13" SOIL: FINE TO MED. SAND/ GRAVEL — SILT BLEND STABILIZED PERCOLATION RATE OF 11 MINUTES 07 SECONDS PERCOLATION TEST #5C Q TEST DEPTH: 12" SOIL: FINE TO MED. SAND/ GRAVEL — SILT BLEND STABILIZED PERCOLATION RATE OF 11 MINUTES 23 SECONDS 04/17/01 \ CONSTRUCTION RECORD DRAWINGS 01/23/01 0 ISSUED FOR PERMIT TO CONSTRUCT DATE REV # ISSUED / REVISIONS BY PLAN DRAWIN -�: ..SITE r TEMPORARY WASTEWATER USPOSAL SYSTEM SCE CREAM PARLOR, K UCHEN &THE GRU MARTHNS DANDEE CREAM a division Of THE GREAT ESCAPE D.S. ROUTE 9 - QUEENSRURY, NEWYORK J Ini'ETT MARTRN PLLC A' n PROFESSIONAL ENSMEERMS P..E.E. # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 H. T T GLENS FALLS, N.Y. FAX: (618) 798-1864 509 TERA'nON OF THIS DOCUMENT APRIL 2001 PRO# 00-14 SHEET 1 of 3 EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS UNLAWFUL. FILE: F.\ 0014010301 Martha's Wastewater Design.dwg PLOTTED / REVISED: 4/17/01 11:30 AM ��1►1F�OO7R71�1AT1 O ►A �0� _ 'EFFLUENT LINE: 6" NON -PERFORATED -",, 0 _ — PVC PIPE �^ -- I N VENT LOCATION NOT SHOWN TO SALE. NEW PIPE NEW 2000 GALLON 1 CLEAN OUT GREASE TRAP pi � T 6x6x4 WYE 144" PVC VENT PIPE ® - - NEW 2000 GALLON GREASE 2 I 5 _ I TRAP W/ EFFLUENT FILTER D1 I 41'f VENT PIPING I >11 HIGH CAPACITY H-20 INFILTRATOR LIMIT OF CRUSHE STONE CHAMBER LATERAL (TYCSU ��- 4" NON-PER�RATED FINISHED GRADE ?i EQUALIZATION �IPE GHTLY TO SHED CE RUNOFFAWAYROM SYSTEM J LIMIT OF CRUSHED STONE 1 1 1 GRAPHIC SCALE n 25 5 10 20 ( IN FEET ) SCALE: 1" = 5' LEGEND: EXISTING / BY OTHERS: (existing features denoted by lower case lettering) NEW / PROPOSED IN THIS DESIGN: CUT & FILL LIMIT: — — — — POSSIBLE FUTURE WORK: - - - - - - - PIPE CLEAN OUT: OBSERVATION PORT: O DETAIL # 2 DETAIL REFERENCE TAG: T 1 SEE DRAWING #FOR DETAIL SECTION CUT DIRECTION SECTION REFERENCE TAG: SECTION LETTER T1 SEE DRAWING # FOR SECTION 0.25% SLOPE (TYP.) OBSERVATION PORT 0.5% SLOPE (MIN.) g 10' (TYP.) (TYP.) Di 0.25% SIJOPE (TYP.) SYSTEM PLAN SCALE: SEE GRAPHIC SCALE COMPACTED CRUSHED STONE - PARKING LOT FILL MATERIAL: COMPACTED, WELL GRANULAR BACKFILL SEE NOTE #1 "SAND SPECIFICATIONS"� ' I \I 4" NON-P I PIPE 0 0. I I I I I I I NEW PIPE CLEAN OUV I I z w 0- 0 J V) 0 N i 6 PVC ® 1 MIN. SLOPE 4" PVC 0 1% ZL MIN. SLOPE FUTURE DOSING SIPHON 4" PVC I F RATED PVC DISTRIBUTION LOPE MIN. (TYP.) 7I IT T1 I �T I 1 Zq° SLOPE (MIN•) I CLEAN OUT TO BE INSTALLED IN EXISTING SEWER LINE (NOT IWAI.LED) I EXISTING 3" PVC f v i (INSTALLED BY GREAT ESCAPE PERSONEL) I O"_,O 11=6 ®'THE GRILL" PLUMBING CONNECTION TO NEW WASTEWATER DISPOSAL SYSTEM PERFORMED BY GREAT ESCAPE PERSONEL. CLEAN OUT FRONDED ON 11INTERIOR PLUMBING. GEOTEXTILE DESIGNED %- FOR SEPARATION 10'-0" r6" 4 OZ. FILTER FABRIC 5'-0" (TYP.) HIGH CAPACITY H-20 " ' "' "' " ' " " INFILTRATOR CHAMBERS (TYP.) GEO-GRID: TENSAR BX100 OR EQUIVALENT LEACH BED FILL MATERIAL: 1ki"-2" WASHED (34" x 75" x 16") (EXTEND TO LIMITS OF CUT & FILL) \-11-15 PERCOLATION MINUTE/INCH CRUSHED STONE RATE LEACH OW(VER 0 SCALE: N.T.S. _ DESIGN BASIS NEW YORK STATE DEPT. OF HEALTH NEW YORK STATE DEPT. OF ENVIRONMENTAL CONSERVATION - SPDES PERMIT TOWN OF QUEENSBURY POTABLE WATER SUPPLIES NO KNOWN POTABLE WATER SUPPLIES WITHIN 100' OF PROPOSED LEACHING SYSTEM (MUNICIPAL WATER) DESIGN FLOW 2300 GPD FOR ICE CREAM PARLOR, THE GRILL & KITCHEN. (BATHROOM FACILITIES ARE SERVED BY A SEPARATE WASTEWATER DISPOSAL SYSTEM) THE DESIGN FLOW HAS BEEN DEVELOPED FROM METERED WATER USAGE PROVIDED BY THE TOWN OF QUEENSBURY WATER DEPARTMENT. THE MARTHA'S FACILITY ON AVERAGE USES -17335 GALLONS OF WATER PER WEEK DURING FULL OPERATION. PER GREAT ESCAPE PERSONNEL THE AVERAGE WEEKEND (FRIDAY, SATURDAY, SUNDAY) BUSINESS VOLUME IS TYPICALLY TWICE THAT OF WEEKDAY USE. THE NEW (REPLACEMENT) WASTEWATER DISPOSAL SYSTEM IS TO BE DESIGNED FOR THE PEAK WEEKEND USE. BASED ON THE -17335 GALLONS PER WEEK THE PEAK DAILY WEEKEND WATER USE FOR THE FACILITY IS ESTIMATED AT 3500 GPD TOTAL. THE RESTROOM FLOW ACCOUNTS FOR -1000 GPD (50% FLOW FROM DINER, 20% FLOW FROM ICE CREAM PARLOR & THE GRILL). THE ICE CREAM MACHINE(S) COOLANT WATER FLOW ACCOUNTS FOR N200 GPD (15 GAL.f DURING STARTUP, 25 GAL.f THROUGH OUT DAY - INFORMATION FROM SERVICE TECHNICIAN). THE FLOW FROM THE ICE CREAM PARLOR, THE GRILL & KITCHEN ACCOUNTS FOR -2300 GPD (50% FLOW FROM THE DINER, 80% FLOW FROM THE ICE CREAM PARLOR & THE GRILL). GREASE TRAP PER NYSDEC EQUATION FOR GREASE TRAP SIZING: (D)(GL)(ST)(HR/2)(LF) = SIZE OF GREASE TRAP, GALLONS (REQUIRED) D = # OF SEATS =160, GL = GAL. OF WASTEWATER/MEAL =2.75 GAL/MEAL (WEIGHTED), ST = STORAGE CAPACITY FACTOR =2.5, HR = NUMBER OF HOURS OPEN =6.8 (WEIGHTED); LF = LOADING FACTOR (RECREATIONAL AREA = 1.0) PER ABOVE EQUATION 3740 GALLON (MIN.) CAPACITY REQ'D PROVIDE (2) 2000 GAL. GREASE TRAPS PLUMBED IN SERIES GREASE TRAP EFFLUENT FILTER PROVIDE (1) MODEL A300-12x20 EFFLUENT FILTER BY ZABEL ENVIRONMENTAL TECHNOLOGIES OR EQUIVALENT IN OUTLET TEE OF DOWNSTREAM GREASE TRAP TEMPORARY LEACHING SYSTEM (CUT & FILL SYSTEM - TO REPLACE RAPID PERC SOILS) 2300 GPD ICE CREAM PARLOR + GRILL _ 1.2 GPD/SQ. FT. = 1917 SQ. FT. [1.2 GPD/SQ. FT. APPLICATION RATE USED FOR TEMPORARY SYSTEM; 0.6 GPD/SQ. FT. ill - 15 MIN./INCH PERCOLATION RATE) FOR (FUTURE) PERMANENT SYSTEM DESIGN. TEMPORARY SYSTEM TO BE REPLACED / UPGRADED TO PERMANENT STATUS. DECISION REQUIRED BY DECEMBER 1, 2003, SPDES PERMIT RENEWAL DATE.] 1917 SO. FT. LEACHING AREA = 2 BEDS = 958 SO. FT./BED (ADD 10% TO ACCOMMODATE LACK OF TRANSPIRATION UNDER PARKING AREA.) 958 SO. FT./BED x 110% = 1055 SO. FT./BED 1055 SQ. FT. _ 15' BED WIDTH (NYSDEC MAXIMUM) = 71' LONG BED REQUIRED PROVIDE (2) BEDS EACH 15' x 75' EACH BED IS TO BE CONSTRUCTED OF HIGH CAPACITY H-20 INFILTRATOR CHAMBER LATERALS. (5) LATERALS PER BED; SPACED 36" O.C. EACH LATERAL TO BE (12) INFILTRATOR CHAMBER UNITS LONG. ADD EQUALIZATION PIPING TO TO EACH BED PLUS VENTS IN EACH BED AT EACH END FOR ADDED OXYGENATION TO SYSTEM UNDER PARKING AREA. EFFLUENT DOSING (TEMPORARY SYSTEM) LEACH BEDS TO BE GRAVITY DOSED VIA DISTRIBUTION BOX FROM GREASE TRAP. EFFLUENT DOSING (PERMANENT SYSTEM) (IF OPTION #3 CHOSEN) LEACH BEDS TO BE DOSED VIA DOSING SIPHON (ALTERNATING) FROM GREASE TRAP. DOSING SIPHON TO BE INSTALLED AT TIME OF LEACH BED EXPANSION Sf\ND SPECIFICATIONS: 1) PARKING LOT FILL MATERIAL: WELL GRADED GRANULAR BACKFILL, WHICH CONTAINS AN EVEN DISTRIBUTION OF PARTICLE SIZE W/ NO MORE THAN 10% FINES (PARTICLES PASSING THE #200 SIEVE) RANGING FROM SILT THROUGH SAND TO GRAVEL (MIN. OF 95% OF THE MODIFIED PROCTOR DENSITY) CONSTRUCTION RECORD DRAW N GS _ ISSUED FOR PERMIT TO CONSTRUCT rp ISSUED / REVISIONS of NEWS 7 SYSTEM/1 PLAN F I _ ,', TEMPORARY WASTEWATER USPOSAL SYSTEM.. s, ICE CREAM PARLOR, KITCHEN & THE GRILL y MARTHA'S DANDEE CREAM a division of THE GREAT ESCAPE U.S. ROUTE 9 - QUEENSBURY, NEW YORK NO __-ILLC _'ETT JAI R D MARTRN TD PROFES,SZONAL ENNGZMEERZNG 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 P. # 57509 TH MAS 509 TT GLENS FALLS, N.Y. FAX: (518) 798-1864 . ALTERATION of THIS DOCUMENT APRIL 2001 PRO# 00-14 SKEET 2 of 3 EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS UNLAWFUL. FILE: FA 0014010301 Martha's Wastewater Design.dwg PLOTTED / REVISED: 4117/01 11:30 DEVIL NOTES: PERMANENT MARKER OVER COVER WATERTIGHT SEALED PLUG 12" MIN. SOIL LINE FROM BUILDING TO T • BE INSTALLED ® 2% SLOPE MIN. I N LET —y- WATERTIGHT SLEEVE AND SEAL (SEE NOTE #5) NATIVE BACK FILL THOROUGHLY COMPACTED e WATERTIGHT JOINT (TYP.) 24" --1 24" MIN. Al e 3" 15" = 12"f SANITARY TEE OUTLET 12" h ammAgE 4 ° ° p fl DEM0L SCALE: N.T.S. 6" PVC INLE SCALE: N.T.S. 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 TO TANK #2 INSTALL NEW INLET AND OUTLET PIPING AS SHOWN ® 1 % SLOPE (MIN.) FORT MILLER HEAVY DUTY 2000 GAL. PRECAST GREASE TRAP OR EQUIVALENT INSTALL A300-12 x 20 "ZABEL" FER IN SANITARY TEE PVC IUTLET PIPE ON —SHRINK ROUT PVC STUB PIECE; 'ACE TO WALL PVC RISER PERMANENT MARKER OVER COVER WATERTIGHT SEALED CONCRETE PLUG 12" MIN.' SOIL LINE FROM HOUSE TO BE r INSTALLED ® 2% SLOPE MIN. T INLET FROM GREASE TRAP O NATIVE BACKFILL THOROUGHLY COMPACTED CRUSHED STONE FOUNDATION ATOP FIRM NATIVE MATERIAL L� a WATERTIGHT JOINT (TYP.) WATERTIGHT MANHOLE FRAME & COVER; SYRACUSE CASTINGS #1502 OR EQUIVALENT; 1 GRADE TO DRAIN AWAY FROM COVER -�-24"--,/ FINISHED GRADE PRECAST CONCRETE RISER AS REQUIRED 24" MIN. INSTALL A300-12X20 ZABEL FILTER IN SANITARY TEE; (SEE DETAIL #3 3" THIS PAGE) 15" OREA,29E U ° ° p 02 DD EVAR L SCALE: N.T.S. DISTRIBUTION BOX(ES) TO BE RATED FOR H-20 TRAFFIC LOADING ----EFFLUENT LINE INSTALL NEW INLET AND OUTLET PIPING AS SHOWN 0 1 % SLOPE (MIN.) FORT MILLER HEAVY DUTY 2000 GAL. PRECAST GREASE TRAP OR EQUIVALENT PROVIDE EXTENDED BASE FOR ANTI —FLOTATION PURPOSES OR EQUIVALENT, IF NECESSARY, SEE NOTES TREATED LUMBER MARKER /� ABOVE ALL BURIED COVERS; / SET 1/2" ABOVE GRADE " (MIN.) —1 REMOVABLE COVER PROVIDE ADJUSTABLE LEVELING INLET DEVICE ON EACH OUTLET 4" GRAVITY DISTRIBUTION LATERAL © �`-0 0.5% MIN. SLOPE 12" MIN. OF CLEAN SAND 2" MIN. OR PEA GRAVEL FOUNDATION OUTLETS — 4" KNOCKOUTS SCALE: N.T.S. FORT MILLER DISTRIBUTION BOX, OR EQUIVALENT, SIZED FOR APPLICATION 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. 2. PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC., OR EQUIVALENT. 3. 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). 4. ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE FLOTATION, BY A METHOD APPROVED BY ENGINEER. 5. TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS. 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. 6. TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR (H-20) WHEEL LOADING. 7. ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES, I.E.: NO LOW POINTS OR HIGH POINTS. 8. PVC OR PE PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE; RADIUS OF BEND TO BE AS DIRECTED BY THE MANUFACTURER. 9. LEACH BED FILL MATERIAL SHALL BE CLEAN GRANULAR SOIL (SAND OR LOAMY SAND) FREE OF CLAY, ORGANIC MATERIAL AND NON —SOIL COMPONENTS (DEBRIS, ETC.). MATERIAL SHALL MEET PERCOLATION RATE(S) INDICATED ON DRAWING. PERCOLATION RATE(S) TO BE VERIFIED BY A QUALIFIED INDEPENDENT PARTY (i.e. SOIL SCIENTIST OR PROFESSIONAL ENGINEER) IN THE BORROW PIT PRIOR TO EXCAVATION, AND IN PLACE IN LEACH FIELD/BED FOLLOWING COMPACTION. SUBMIT WRITTEN RESULTS TO OWNER AT LEAST FIVE BUSINESS DAYS PRIOR TO HAULING. ONE PERCOLATION TEST PER 150 YARDS OF MATERIAL HAULED (MINIMUM 3 TESTS). MINIMUM 4 TESTS IN PLACE, IE: EACH END EACH BED 10. LEACH FIELD/BED SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481 UNLESS OTHERWISE DIRECTED HEREON. 11. INSTALL INFILTRATORS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED HEREON. 12. TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. 13. FINISHED GRADE SHALL BE PITCHED SLIGHTLY (1-2% TYP.) TO SHED SURFACE RUNOFF OFF THE LEACH FIELD/BED AREA. 14. CONTRACTOR TO INSTALL SYSTEM/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. NEENAH R-7506 FLOOR BOX FRAME & LID, 4" PVC VENTILATION PIPING; OR CURB BOX; 2'-0" VENT STAND PIPE TO BE LOCATED ® OR EQUIVALENT 36" MIN. AT DIRECTION OF OWNER; SQR. PAVEMENT OR PROVIDED INSECT SCREEN —y 10" 6" CRUSHED STONE x�kAl'lT:l""rT �HIGH CAPACITY H-20 t—o„ %�% INFILTRATOR LATERALS 4" PVC EQUALIZATION PIPING/ VENT PIPING 4" PVC DISTRIBUTOR VENT PIPING ROUTED —FROM DISTRIBUTION BOX 4 PVC RISER FROM EQUALIZATION PIPING END PLATE WITH CSCREW OUT CAP GEO—GRID OR FROM D BOX I END STANDARD INVERT COUPLING RING END PLATE WITH FILTER FABRIC Q STANDARD END 04/17/01 A CONSTRUCTION RECORD DRAWINGS (NO CHANGES THIS SHE 01/23/01 A ISSUED FOR PERMIT TO CONSTRUCT IE MaLTAV 0H IMTKN0 I WENT PEPW0 DE ° L DATA IREV # I ISSUED / RI ASIONS BY SCALE: N.T.S. DRAWING: HIGH CAPACITY H2O DDINFILTRATOR CHAMBER DETALS TEMPORARY WASTEWATER ATER DISPOSAL SYSTEM F ICE CREAM PARLOR, KITCHEN & THE GRILL rs y' MARTHNS DANDEE CREAM a division of THE GREAT ESCAPE �-° D.S. ROUTE 9 - QUEENSBURY, NEW YORK JAP MARTRN jII'1 'v� ��'��IIII1] ��II���'��n\\\\\\\9HF:lLlrU'TMH CHMUBIER MOIERWAUMN [P@Ecfilk f `� ` � UN PLLII�� J � SCALE: N.T.S. PROFESSIONAL ENGINEERING H. TH MAS JARR T V 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 .E. # 57509 GLENS FALLS, N.Y. FAX: (518) 798-1864 ALTERATION OF THIS DOCUMENT APRIL 2001 PRO# 00-14 SHEET 3 of 3 EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS UNLAWFUL. FILE: F:\ 0014010301 Martha's Wastewater Design.dwg PLOTTED / REVISED: 4117/01 11:30