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1991-269 " ` LY, CERTIFICATE OF COMPLIANCE TOWN OF QUEENSBURY WARREN. COUNTY, NEW YORK Date Q111/i 19 Q. f This is to certify that work requested to be done as shown by Permit No. 91-269 has been completed. This structure may be occupied as a Sentic Al te3ration Location Route 9 Owner Hoyts Citiama Corp. By Order Town Board TOWN OF QUEENSBURY Director of Bldg. & Code Enforcement • . ,T - ; z , s, , X i l BUILDING PERMIT .74 TOWN OF QUEENSBURY ' No. 91-269 WARREN COUNTY, NEW YORK 'l PERMISSION is hereby granted to Hoyts Cinema Corp. 0 OWNER of property located at Route 9 Street, Road or Ave. n in the Town of Queensbury,To Construct or place a Septic Alteration at the above location in accordance to application together with plot plans and other information hereto filed and rD approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. a 0 1. OWNER'S Address is 1 Exeten Plaza • Boston, Mass. 2. CONTRACTOR or BUILDER'S Name co Queensbury:Sewer %o N ID 3. CONTRACTOR or BUILDER'S Address r+ t'9 e+ 4. ARCHITECT'S Name a 0 5. ARCHITECT'S Address 6. TYPE of Construction— (Please indicate by X) ( 1 Wood Frame ( ) Masonry ( 1 Steel ( ) 7. PLANS and Specifications Septic Alteration Includes: No. 1000 gal Tank with 6 seepage pits each 8' x 8' using #3 Stone, 2' Thickness as per plot plan specifications and application 8. Proposed Use Septic Alteration $ 35.00 PERMIT FEE PAID —THIS PERMIT EXPIRES July 10, 19 93 (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the town of Queensbury before the expiration date.) Dated at the Town of Queensbury is-40th Day of July 19 91 SIGNED BY -tom t / for the Town of Queensbury Building and Zof 1'ng Inspector AA• TOWN OF QUEENSBURY 1" ithr'4 APPLICATIOfN FOR SEPTIC DISPOSAL PERMIT DATE: p' . ( TOWN OF QUEENSBUM 7 LOCATION OF PROPERTY FOR INSTALLATION RECEIVED Owner Name: r s �� C° MAY 31991 Address: e r✓ li' J eb‘C-1-414- gia4.40,DE_DEpai_ Installer' s Name: 'u�� p p tus Telephone:7 36 6K Number of bedrooms (residentialonly) Total daily flow (compute @ 150 gal per bedroom) e/ ,7 c Topography: Circle one: 410, Rolling Steep Slope % of Slope Soil Nature: Circle one: Sand Loam Clay Other /Depth: Ground Water: At what depth? Feet Bedrock or Impervious Material : At what depth? Feet Percolation test: Circle one: not required required Rate - Min. Per Inch Domestic water supply: Circle one: Municip) Well Other If domestic water supply is a welt: Separation: Water supply from any septic absorption feet. PROPOSED SYSTEM: Septic Tank 7/, r-o gal . (minimum size: 1,000 gal ) TILE FIELD: Each Trench feet/Total system length feet SEEP GE PIT(S): Number of /Size each e feet by feet Size of stone to be used #. 3 /Depth or Thickness / feet ***************************** HOLDING TANK SYSTEM IF REQUIRED NO. of Tanks Size of Each Gal . *Alarm system and associated electrical work to be inspected by an approved agency. I have read the regulation on the reverse side of this sheet and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. SIGNATURE OF RESPONSIBLE PERSON: / I DATE: *2-17/ .ra • greli S ste• Inspections: • A. All applications for septic system installation. alceracion or repair, as required. by the, Town of Queens.bury Sanitary Sewage Ordinance, shall be submitted to the Building Department at least 24 hour's before start of construction and shill include a plot plan showing: 1.) the proposed location of Cho system 2.) location and distance to lot lines 3.) location and distance .to structures 4.) location and distance to any water supply 5.) size and dimensions of all tanks, distribution boxes. rile fields and/or drywalls B. Nu system shall be covered before inspection and approval by the uuilding Inspuccor. Failure to comply with this requirement may rusulc in the uncovering of the system by the installer and a fine of up to $250.00. C. An approved copy of the plot plan shall be available on the construction 'ire. Failure to produce said. plot plan at time of inspection may rusulc in an immediate work stoppage. G. -Should unforsse1n°prob-lacas -during--conatruct-ion--prevant=proper--iossalla----- - -- - -• - cion. alteration or rupair of an approved system, a new proposal must bu submiccad to the Queunsbury Building Department before further construcCion • Town of Queensbury BUILDING and CODES DEPARTMENT Bay and Haviland Roads Queensbury, New York 12804 kumarks: . /'%;; ;YA, MIDDLE DEPARTMENT INSPECTION AGENCY, INC. �. National Headquarters as • 1337 West Chester Pike,West Chester, PA 19380 APPLICANT COMPLETES THIS SECTION • Date: City, Town or Township Qt;c`'ei 6Shi, i U/ County i'IU •'- Al State Location/Address 1ft G/ _ (If Located in Rural Area-Please Attach Directions) . Pole # • Owner 1 .J 1.-) i r r sr'rw,,:._ ( p Permit # Ci/i' XL'1 Occupied As r, Building: •--New • I • Old yam_ Occupant [� �;�l .fir.- I :it r/ r is/Y?.p . Work Area in Building (Floor #,etc.): App. for: Wiring El Service[' or: Ready for Inspection: Fee Remitted --$ . Cash n Check n M.O.'n • - Make Payable.To': M.D.I.A. 500 750 1000 1250 1500 1750 2000 2250 2500 2750 3000 Number of Rough Wiring.Outlets Elect. Heat - Switches ' Lighting Amp. Service Surface Unit Dishwasher • Range • Water Heater' Air Conditioner Dryer Pump Receptacles Number of Fixtures Oven Garbage Disposal Wiring and Controls for , Burner Amp. Receptacles " Fractional H.P. Vent Fans • • . Other Equipment: ' MOTORS H.P. 1/201/12 1/10 1/8 1/6 1/4 1/3 1/2 3/4 1 11/2 2 3 5 71/2 10 15 20 25 30 40 50 75 100 Mark Number of Each e ppl icant's rignature\ -- _e.)_. ' _ C=!r �___c ,,p_ License # Permit # /T/A _ t Utility: . (NAME) (OFFICE LOCATION) Applicant's Address: - • - (City) (State) (Zip) Service Request # Phone # Electrician: MDIA USE ONLY DATE RECEIVED: DATE INSPECTED: ' Correct Location: Same as Aboven or: - • Red Notice Label n Rough Wiring Outlets Surface Unit - ' " • Oven Switches Range Garbage Disposal Receptacles Water Heater Dishwasher Fixtures Air Conditioner Dryer - Amp. Service Equipment Burner, Wiring &Controls for Amp. Receptacle - Amp. Service Conductors Pump •" ' Vent Fans MOTORS H.P. 1/20 1/12 1/10 1/8 1/6 1/4 1/3 1/2 3/4 1 11h 2 • 3 5 7'/ -10 15 20 25 30 40 50 75 100 Mark Number of Each Size 500 750 1000 1250 1500 1750 2000 2250 2500'2750 3000 Elect. Heat CERTIFICATIONS USE FOR INITIAL VISIT ONLY NOTIFIED DATE COFEECT FEE PAID ❑ RW Progress: Inc.❑ LKD❑ Contractor . ❑ CFT Violation: Work Comp.❑ Inc. ❑ CASH ❑ n .L/A Owner Fee CHOVK## ❑:L/A Due • IPA _Municipal M IN # safe:. Other SideUtility Applicant ❑ Owner ut in Card n Temp# Date . INSPECTORS SIGNATURE n Final # - Date (CATION FORM NO.250 EL 11/89 APPLICANT'S COPY - • ELECTRICAL INSPECTIONS DUPLICATE MUNICIPAL RECORD Permit No. Owner AO Yr C/Ale-PXML CO g>' Oc\pant S2jfidi Loc don /2 r r E e 6,Lte-I-274.5 arte )-° Street Town or City State Installation as itemized on reverse side has been visually inspected pursuant to applicable codes. Installed by /34-1V 616-E-7--- Nild 6.6 Date 7-1/..1/ fr ., ie evu2.a.lagr.w.r IDDLE DEPARTMENT I PECTION AGENCY,INC. FORM NO.18 EL. 1337 West Chester Pike,West Chester,PA 19380 _ ROUGH WIRING OUTLETS H.P.AIR CONDITIONER OUTLETS •WIRING &CONTROLS FOR BURNER RECEPTACLES H.P.PUMP FIXTURES K.W.OVEN AMP.SERVICE EQUIPMENT H.P.GARBAGE DISPOSAL UUNIT AMP.SERVICE CONDUCTORS K.W.DISHWASHER K.W.SURFACE UNIT K.W. DRYER K.W. RANGE AMP. RECEPTACLE J K.W.WATER HEATER FRAC.H.P.VENT FANS • MOTORS N.P. I/2O 1/12 I/10 %t Vs % '% 'h '/4 1 11/2 2 3 5 7' 10 15 20 25 30 40 50 75 100 MARK NUMBER OF EACH SIZE APPARATUS f/v/fGya p((, )OS.,fe iArr,Pa js 6- 1 t%/P-- a A/L7 J • . _Awn of Queeni ur, BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 . SEPTIC DI POSAL 7-SYSTEM INSP • TION NAME �/` �, ---.7-7 (. i`l . LOCATION /Lr,47 DATE 7 / / g/ PERMIT NO. W-A(1 SOIL TYPE - an - Loam - Clay - Percolation est Required? .YES - NO Percolation rate - Min/Inch TYPE of SYSTEM: Absorption field, total length Length of each trench Depth of trenches ' Size of gravel • SEEPAGE PITS{Nuinber of) ' Size- 8 ft. Ma ft. ,/ / Gravel size _ 4k, / . PIP G: - size/ Typ Bldg. to tank Tank to .ist. box 1 .. / Dist. box o field/pit 4Ii `j Openings se. ed? Y 0 . Partial LOCATION/SEPARA Foundation to n ft. Foundation tso ion ft. . . Absorption o ,Mine ft. Separation 4 s ft. ' . LOCATION O SYSIEM. ON PROPY(circle one) Front - Re - Left side - RRfgit, side - COMMENTS: \ \oz./v.(' • Pi/gidd A S/0"4 p i SYSTEM USE APPROVED YE it i g Inspector 01/86 and vl _loom 019 QueenAury BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 SEPTIC DISPOSAL SYSTEM INSPECTION NAME % 6-t.n (1(401.41a) LOCATION[7¢ 9 DATE // /9/ _ PERMIT NO. . 2.6 9 n SOIL TYPE - Sand Loam -. Clay - Percolation Test Required? YES - NO Percolation rate - Min/Inch L TYPE of SYSTEM: Absorption field, total length Length of each trench ' I Depth of trenches ' f Size of gravel SEEPAGE PITS{Number of) .oq/ J Size- O ft. X e. ft. / 1S, / 7 Gravel size PIPING: Size Type Bldg. to tank Tank to dist. box / Dist. box to field/pit I Openings sealed? YES 1NO Partial LOCATION/SEPARATIONS: . Foundation to tank ft. Foundation to absorption ( ft. . Absorption to lot line /1 ft. Separation of pits ft. LOCATION OF SYSTEM ON PIO 1PERTY(circle one) Front - Rear - Left side - Right side - • COMMENTS: Ai/i771f, / \\\ • SYSTEM USE APPROVED YES N Building Inspector 01/86 and vl TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 792-5832 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED / 1�Va NAME )40%A-- (\e trIACW LOCATION DATE 5p- )q f PERMIT # --aCQ q TYPE OF STRUCTURE RECHECK APPROVED N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTECTION FROM FREEZING FOR 48 HOURS FOLLOWING THE PLACEMENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE ON SITE FOUNDATION/WALL POUR REINFORCEMENT IN PLACE FOUNDATION/DAMPRO FING BACKFILL APPROVAL ROUGH PLUMBING \ PLUMBING VENT/VENTS II4 PLACE. PLUMBING UNDER SLAB FRAMING: \ JACK STUDS/HEADERS \ BRACING/BRIDGING +.. JOIST HANGERS \ / JACK POSTS/MAIN BEAM ', HEATING ROUGH-IN INSULATION: / \ FOUNDATION WALLS INTERIOJ R- \. FOUNDATION WALLS EXTERIQ R- `a FLOORS R- \ WALLS / R- \. CEILING / R- DUCT WORK OR PIPING ICI UNHEATED \ SPACES / / REMARKS: J ash .' //emsec s- 5 /w/ / 7 / A- 74). SS 5,,,z. / ARRIVE 5 .'30 DEPART ys ,N INSPECTOR • WILLIAM E. MONTGOMERY JR. NEW YORK STATE PROFESSIONAL ENGINEER RD#2 BOX 395, GLENS FALLS, NEW YORK 12801 (518)-792-4262 Industrial Engineering Energy Conservation Structural, New and Renovation Pumps,Piping and Hydraulics Environmental Compliance HVAC and Ventilation November 8, 1991 New York State Department of Environmental Conservation Division of Regulatory Affairs f'.O. Box 220, Hudson Street Warrensburg , New York 12885-0220 Attn : Thomas W. Hall Gentlemen , { This letter is with reference to SPDES Permit #NY-O248649 for the modification of the disposal system for Hoyts Route 9 Cinema in the Town of Queensbury , New York . The construction of the new disposal system was completed in July 1991 under the general supervision of myself , William E. ' Montgomery Jr. PE. The new drywells , pumping station , controls, and associated piping were installed in accordance with the approved plans, my letter of July 17, ' 91 to David Hatin (cc to Al Matrose) , and my Engineering Report of June 18, 1991 . Your Al Matrose questioned whether or not problems might be encountered at a Oft. depth below the bottom of the new drywells. During excavation for the new system, a pit was uncovered to a depth of 17ft . below grade. No water was found and the sandy gravel seen in the first 12-13ft. gradually changed to all sand . The Queensbury Building Department witnessed and approved the installation for their town . Thank you for your cooperation in providing the permit and assistance to make this project a reality. Please let me know if anything additional is required of me. Sincerely yours, William E . Montgomery Jr. PE • • • cc : David Hatin Rt . 9 Cinema Jay Sweet • -74 WILLIAM E. MONTGOMERY JR. NEW YORK STATE PROFESSIONAL ENGINEER RD#2 BOX 395, GLENS FALLS, NEW YORK 12801 (518)-792-4262 Industrial Engineering Energy Conservation Structural, New and Renovation Pumps, Piping and Hydraulics Environmental Compliance HVAC and Ventilation July 17, 1991 • Mr . David Hatin Building Department Queensbury Town Hall Bay Road Queensbury, New York 12804 Dear Mr . Hatin : Your department and the Department of Environmental Conservation have approved the installation of the replacement septic disposal system for the Route 9 Cinema. I have two (2) corrections or revisions to make to these plans, one of which I mentioned to you last week. I have checked the soil and live load resistance ratings for nominal 2" and 4" Schedule 80 PVC pipe and feel that schedule 80 PVC pipe will be an acceptable substitute for schedule 40 steel pipe and C . I . pipe shown on my drawing for pump-to-"D" Box and "D" box-to-drywell piping. Since all piping will end up at a buried depth over 2 feet below the blacktop parking lot surface, the 2" Schedule 80 PVC pipe will have a safety factor in excess of 7 : 1 and the 4" schedule 80 PVC pipe will have a safety factor in excess of 4 : 1 for Highway H2O loading. The blacktop surface will also contribute to distributing wheel loads across the subsurface soil . I have given the septic system installer permission to use Schedule 80 PVC pipe in those locations . Ny drawing ii91-8 Sheet No . 2 did not show any access covers on the drywells and none were intended . Sheet No . 3 showed access covers on drywells as well as on the pump station . It was intended that pump station and septic tank have access covers with guard posts to prevent vehicular traffic from running over the covers . All drywells will have 8" traffic covers as noted on sheets #2, , 3 and 4 . I have given the septic system installer permission to omit access covers on the traffic covers over the 6 drywells • • • f i - Page 2., July 17, 1991 As requested in the DEC letter of June 28, 1991 forwarding the permit to the Hoyts Route 9 Cinema, I shall watch the installation and certify to DEC (with copy to your office) that the system has been completed in accordance with the approved plans . I will also hove the contractor excavate to a distance of at least 4 feet below the bottom of the drywells to determine that ground water is below this level . Since the approved plans are actually being altered by me with regard to drywell access covers and distribution piping covered in the above paragraphs, I am sending a copy of this letter to Al Matrose, DEC for his information and any possible comments regarding my actions . I have every intention of seeing that this installation is done to the satisfaction of all concerned, and will welcome any comments you and/or Al may have. Sincerely yours, { 4 William E . Montgom ry Jr . PE CC : Al Matrose Route 9 Cinema • yZ -- i, Table VII-E. Fig. 1-E. • Restraint Force"F"(lb.)—PVC Type 1 Schedule 40 Expansion Loop and Offset and 80. Configurations for PVC. 1-1 Schedule 40 PVC Schedule 80 PVC _ Pipe Cross Cross Size Sectional AT=50°F pT=100°F Sectional OT=50°F OT=100°F Wall S=630 psi S=1260 psi Wall S=630 psi S=1260 psi 2 i 1 i Area(in2) Area(in=) Y2 .250 155 310 .320 200 400 j 3/4 .333 210 420 .434 275 550 " 1 .494 310 620 .639 405 810 1 Y .669 420 840 .882 555 1,110 MIN 1 1-4—MIN 1 1 t/2 .800 505 1,010 1.068 675 1,350 H 5 ` a t ► 2 1.075 675 1,350 1.477 930 1,860 Loop Offset 3 2.229 1,405 2,810 3.016 1,900 3,800 4 3.174 2,000 4,000 4.407 '2,775 5,550 4 41— • 6 5.581 3,515 7,030 8.405 5,295 10,590 Long Run of Pipe 8 8.399 5,290 10,580 12.763 8,040 16,080 • • 10 11.908 7,500 15,000 18.922 11,920 23.840 12 15.745 9,920 19,840 26.035 16,400 32,800 0Closest Hanger or Guide 4 - F = Restraining Force, lbs. =AS Change of Direction A = Cross Sectional Wall Area,in? • 1 1 S =Thermal.Stress,psi = e(AT)E I E =4.20x105,psi e =3.0x10-5 in./in°F Soil Load. • . AT=Temperature Change,°F Schedule 40 and 80 Pipe. ' Underground pipes are subjected to external loads Table VIII-E. • caused by the weight of the backfill material and by loads applied at the surface of the fill.These can range from Expansion Loops and Offset Lengths, PVC Type 1 static to dynamic loads. �' . Schedule 40 and 80. Static loads comprise the weight of the soil above the Length of Run(ft.) top of the pipe and any additional material that might be Nom. stacked above ground.An important point is that the load Pipe Avver ge 10 20 30 40 50 60 70 80 90 100 on a flexible pipe will be less than on a rigid pipe buried in Size the same manner.That is because the flexible conduit I • Length of Loop"C"(in.) transfers part of the load to the surrounding soil and not the 1/2840 11 15 19 22 24 27 29 31 32 34 reverse.Soil loads are minimal with narrow trenches until a 3/4 1.050 12 17 21 24 27 30 32 34 36 38 pipe depth of 10 feet is attained. 1 1.315 14 19 23 27 30 33 36 38 41 43 Dynamic loads are loads due to moving vehicles such • 11/4 1.660 15 22 26 30 34 37 40 43 46 48 as trucks, trains and other heavy equipment. For shallow 1/2 1.900 16 23 28 33 36 40 43 46 49 51 " burial conditions, live loads should be considered and 2 2.375 18 26 32 36 41 45 48 52 55 58 3 3.500 22 31 38 44 49 54 58 63 66 70 added to static loads, but at depths greater than 10 feet, 4 4.500 25 35 43 50 56 61 66 . 71 75 79 live loads have very little effect. 6 6.625 30 43 53 61 68 74 80 86 91 96 8 8.625 35 49 60 69 78 85 92 98 104 110 •. 10 10.750 39 55 67 77 87 95 102 110 116 122 Table IX-E. 12 12.750 42 60 73 84 94 103 112 119 126 133 • Live Loads for Buried Flexible Pipe, lb./lin.ft. Note:Table based on stress and modulus of elasticity at 130°F. AT = 50°F H 20 Wheel Loads for Various . S = 600 psi Pipe Depths of Pipe(lb./lin.ft.) E =3.1.x 105 psi Size • ' 2 ft. 4 ft. 6 ft. 8 ft. 10 ft. 2 309 82 38 18 16 3 442 118 56 32 21 4 574 154 . 72 42 27 • 6 837 224 1oq 61 40 8 1102 298 141 82 53 10 1361 371 176 101 66 • 12 1601 440 210 120 78 • . Note:H 20 wheel load is 16,000 lb/wheel 6.4 5-6-83 , I. SLOANE A Susquehanna Company PVC Design Data �� Table X-E. or more of Proctor Density for distance of two pipe diameters on Soil Load and Pipe Resistance for Flexible Thermoplastic each side of the pipe). If Wc'is less than Wc at a given trench depth and width,then soil compaction will be necessary. Pipe—PVC Schedule 40 and 80 Pipe. Note 2:These are soil loads only and do not include live loads. • Wc'=Load Resistance of Pipe (Ib•/ft.) Wc=Soil Loads at Various Nor. H Trench Widths at Top of Pipe Size Schedule 40 Schedule 80 (It.) (Ib./ft.) Pipe Pipe Fig. 2-E. E'=200 E'=700 E=200 E'=700 2 ft. 3 ft. 4 ft. 5 ft. Trench Widths for PVC. 10 106 125 136 152 ' 11/2 1084 1282 2809 2993 20 138 182 212 233 30 144 207 254 314 • 40 — 214 269 318 W T' 10 132 156 170 190 H :-;5t�„;: 2 879 1130 2344 2581 20 172 227 265 291 tL 30 180 259 317 392 Q i ' 40 — 267 337 398 g: • 10 160 191 210 230 21/2 1344 1647 3218 3502 20 204 273 321 352 . 30 216 306 377 474 40 — 323 408 482 • 10 196 231 252 280 3 1126 1500 2818 3173 20 256 336 392 429 . 30 266 266 384 469 ,. _ . 1 40 — 394 497 586 H �' W , a 10 223 266 293 320 • 20 284 380 446 490 31/2 1021 1453 2591 3002 :. 30 300 426 524 660 40 — 450 568 670 > O 10 252 297 324 360 4 •969 1459 2456 2922 20 328 432 540 551 • 30 342 493 603 743 • 40 — 506 639 754 10 310 370 407 445 • v 5 896 1511 2272 2861 • 20 395 529 621 681 30 417 592 730 918 W • 40 — 625 790 932 H - '%` 10 371 437 477 530 6 880. 1620 2469 3173 20 484 636 742 812 30 503 725 888 1093 40 — 745 941 1110 10 483 569 621 690 20 630 828 966 1057 8 911 1885 2360 3290 30 656 945 1156 1423 40 — 970 1225 1445 • 10 602 710 774 860 2 • 10 976 2198 2597 3764• 20 785 1032 1204 1317 T "' .... 30 817 1177 1405 17T4 s' 40 — 1209 1527 1801 H W 10 714 942 919 1020 • 20 931 1225 1429 1562 12 1058 2515 2909 4298 30 969 1397 1709 2104 ' -• 40 — 1434 1811 2136 •�•,,. { Note 1:Figures are calculated from minimum soil resistance values(E' = 200 psi for uncompacted sandy clay loam)and , compacted soil(E'=700 for side-fill soil that is compacted to 90% 'tit . .Note:W =Trench Width at Top of Pipe. 5-6-83 6.6 I ' I . New York State Department of Environmental Conservation Division of Regulatory Affairs P.O. Box 220, Hudson Street 3g567gS7 Warrensburg, New York 12885-0220 / .`i' ��j 111111110 Telephone: (518) 623-3671 or 686-54 IIIIIIPPF ,( . ,� c'� '2 ��� z Thomas C. Jorling June ci 8, � 1 4ei �a•5o�' Eli Commissioner <Z`�Jpik`' e Hoyts Route 9 Cinema rc4 S O ~ Route 9 `per' Queensbury, New York 12804 s216'ZEZZZ12et Attention: Gregory A. Ball, Manager Re: State Pollutant Discharge Elimination System (SPDES) Permit #NY-0248649 DEC #5-5234-00220/00001-1 Queensbury (T) , Warren (Co. ) Dear Mr. Ball: Enclosed is your modified State Pollutant Discharge Elimination .System (SPDES) permit with attachment. Please note Section 9 (c) Special Provisions - New or Modified Disposal Systems of the attached General Conditions Part II. Section 9 (c) references that the construction of a new or modified disposal system shall be under the general supervision of a person or firm licensed to practice professional engineering and upon completion of construction that person or firm shall certify to the Department that the system has been fully completed in accordance with the approved plans. Noncompliance with the certification process outlined in Section 9 (c) may subject the permittee to fines and penalties as stipulated under Article 17 of the Environmental Conservation Law. • If you have any technical questions concerning this permit, please direct them to Al Matrose of the Environmental Quality Unit at Warrensburg, telephone (518) 623-3671. Si cerely, „---- 10/4 Thomas W. Hall Deputy Regional Permit Administrator TWH/dd Enclosure cc: A. Matrose Brian Fear Bob Hannaford William Montgomery Queensbury Supervisor and Town Board 91-19.1`(1/051 NEW YORK STATE DF,rARTMFNT Of F.NVIRONMENTAI.CONSERVATION APPLICATION FORM "D" for a State Pollutant Discharge Elimination System (SPDES) Permit , (A SPDES Application When Signed by a Permit Issuing Official becomes a SPDES Permit) PLEASE PRINT OR TYPE i APPLICATION TYrF- IF RENEWAL OR MODIFICATION, GIVE PREVIOUS NUMBER • ®New ❑ Renewal ❑Modification NY— OW?JF:R'S NAME (Corporals, Partnership. Individual) TYPE OF OWNERSHIP HOYTS RT. 9 CINEMAS LA Corporate ❑ Individual 0 Partnership ❑ Public OWNER'S MAILING ADDRESS(Street,City,State, Zip Code) I • • —_ROU_TL9,_OUEENSRURY_,_NEW_Y_ORK_1 2804 REFER ALL CORRESPONDENCE TO:(Name, Title and Address) TELEPHONE NUMBER HOYTS RT.9 CINEMAS, ROUTE 9, OUEENSBURY, NEW YORK 12804 • ( 518) 793-5237 rACILITY NAME FACILITY LOCATION(Street or Road) CITY TOWN OR VILLAGE • RT. 9 CINEMAS _ I RT. 9 (LAKE GEORGE ROAD) OUEENSBURY COUNEY -GIVE EXPLICIT DIRECTIONS TO LOCATION , WARREN ' BETWEEN NORTHWAY EXITS 19 & 20 ON ROUTE 9 NATURE OF BUSINESS OR FACILITY -• -vsrbrsrap •MOVIE THEATERS POPULATION SERVED(See Instructions) 1900 FREQUENCY OF IX)pD�ISCHARGE rr�� Al? Year? Yes ❑ No If No,Specify Number of Months I All Week? Ihl Yes ❑ No If No, Specify Number of Days DOES YOUR DISCHARGE CONTAIN OR IS IT rO551BLE TOR YOUR DISCIIARGE TO CONTAIN ONE OR MORE OF TIIE FOLLOWING SUBSTANCES ADDED AS A RESULT OF YOUR OPERATIONS,ACTIVITIES OR PROCESSES& Please"check: ❑Aluminum ❑Ammonia ❑Reryllhmr ❑Cadmium ❑Chlorine ❑Chromium El Copper ❑Cyanide ❑Grease ❑Lead ❑Mercury El Nickel ❑Oil ❑rhrnols ❑Selenium EA ❑Zinc L�1None of These DISCHARGE DATA(Use additional forms,If necessary)(Ste Instructions) • • OUTFALL NO. ❑ Proposed [XI Replacement TYPE OF WASTE TYPE OF TREATMENT DESIGN FLOW 001 ❑ Existing El ExpansionSANITARY SEWAGE 1 SEPTIC TANK 1 ,900 GaliDa SURFACE DISCHARGE II YES.Name,of Receiving Waters Y Classification I Waters Index Number ❑Yes ❑ Fla SUBSURFACE DISCHARGE If YES,Name of Nearest Surface"Water Distance SOIL TYPE Depth of Water Table (Xi Yes Elri., RUSH POND (near the Great Escape) 3,000 rt. I SANDY JBELOW 11 ft. OUTFALL NC). i Proposed Li Replacement TYPE Or WASTE TYPE OF TREATMENT DESIGN FLOW 002 DO Existing U Expansion COOLING WATER NONE(non-contacting) [ 770 Gal/Day _.. StIRFACE DISCIIARGE I If YES, Name of Receiving Waters Classification Waters Index Number ❑Yes ❑ No I I • Sl1BSURIACE DISCHARGE I If YES.Name of Nearest Surface Water Distance SOIL TYPE Depth of Water Table ElYes ❑ No Ft. O. Proposed U Replacement TYPE OF WASTE ' TYPE OF TREATMENT J OUTFACE N El Existing 0 Expansion DESIGN FLOW Gal/Day SURFACE DISCIIARGE I If YES,Name of Receiving Water! Classification • I Wateis Index Number S Yes ❑ No I SUBSURFACE DISCIIARGE I If YES,Name of Nearest Surface Water Distance SOIL TYPE Depth of Water Table El Yes El NoEt. I I I hereby affirm under penalty of perjury that information provided on this form and any attached supplemental forms Is true to the best of my knowledge and Iselin!. false statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law- nrrLIu1NT'$$IGNAT RF.(see I slru dins) DATE PRINTED NAME TITLE X./i9 Aft' 6-19-91 Gregory A. Ball Manager PERMIT VALIDATION SECTION APPLICATION NUMBER (Departnrenl of Environmental Conservation Use Only) NY— 9 6 9? This Sf DFS permit is issued in compliance with Title B of Article 17 of the Environmental Conservation law of New York Slate and in compliance with Ilse provisions of the Federal Water EF►C IVE DATE EXPIRATION DATE Pollution Control Act,as amended by the Federal Water Pollution Control Act Amendments of 'JR\'� t ( 'aC1J ��` ( I cpe [�•r 1972, P.L. 92-fR1p• October 1B, 1972 (13 U.S.C. §1251 et. seq.)(hereinafter referred to as•"the { Lot- y �C Act": and subject to tire, attached conditions. ATTACNMENTS:R�. , ,. ( �K4y� IVtii\Nscc. 4.Sc' ere“ CLY 's'�Lc,- 1',4 1/ Signature of Permit issuing Official Date a11. ..,+ipseec-)n. ,2 ePerAl.-J. CArm Type lyre SIC CODE 1 Out Dit CARD Region Cnunly 7.Ininr Sub Compact CARD I tiludt 141 (r,.n ' , lolls Class lon,l(ude CARD Um Inc 1 es 73 74 76 71 J 72 B,sin Basin Area ST SA 59 fi4 7 57 ___._-__lt___I_ L_l I I 1 _____ _ 3.1_ I I/ ��1 1 I _6 I l l l l i l I I I _ ENGINEERING REPORT---ROUTE 9 CINEMA • The Rt . . 9 Cinema is located approximately three miles north of Glens Falls , N.Y. on New York State Route 9 between exits 19 and 20 of the Northway , Rt., 87 . The cinema contains five . theaters with a total seating capacity of 1. ,395. The present subsurface septic system consists of a 3 ,000 gallon concrete septic tank and one drywell . This system has been in use fifteen years and failed several weeks ago. The septic tank is currently being pumped out every eight to twelve days until a new leach field can be installed . Attendance figures during these past several weeks have been running at 1 , 500--2 ,000 persons per week . The water meter readings, which 1 obtained from the Queensbury Water Department , show the cinema ' s water consumption was 405,000 gallons for the 366-day period from 1/23/90 to 1/23/91 . The actual attendance figures for the cinema show that there were 128, 765 attendees from 12/29/89 to 17/27/90. Although the maximum for any one day was .2,238 persons on B/6/90, the number of days that attendance exceeded 1�200 persons was eight days, or just" over two percent. In addition to the restrooms and sinks that empty into the septic system, there is a Ross-Temp Model RCV-804-UF-W ice-making machine, which is water-cooled . The cooling water consumed by the ice machine is non contacting and is not discharged into the septic system, but rather into a separate building .drywell located within the building. 1 checked with Mr . Beecher 1_aPan , owner of "LaPan ' s Precision Air Conditioning and Refrigeration" and he told me this machine can produce 800 pounds of ice per day and uses approximately 3.2 GPM of water when making ice. Using a conservative figure of four hours per day to replenish all ice used at matinee and evening performances , the 366-day water c_onsumpti.on for the ice maker alone comes to 2.01. ,080 gallons (3.2 GPM x 60 minutes x 4 hours x 366 days) . This leaves 123,912 gallons for . the year ' s attendance or .98 GPD per person'. This figure is further • substantiated by the pump-out rate needed to empty the septic tank during the past few weeks. . • I conducted percolation tests in the area behind the cinema on Saturday, March 30 , 1991 and also had an eleven foot deep hole excavated by Mr. Jay Sweet , proprietor of Queensbury Septic Tank Service . The percolation tests showed a five minute per inch rate for the soil from surface to bottom of the pit . No ground water was observed in the excavated pit area . The soil was essentially uniform for the entire eleven feet and consisted of small cobbles , coarse sand , and a minimum of silt or fines . I will personally determine -if an impervious soil layer exists within 4 ft . below the pit bottom and/or groundwater exists within 3 ft . of the pit bottom when excavation is completed for the first seepage pit . A percolation rate of five minutes allows a sewage application rate of 1 .2 GPD per square foot . Using eight-foot diameter . drywells with a two-foot band of it3 stone or graded cobbles between the drywell. and the earth and an effective depth of seven feet below ' the invert of the inlet piping , there are 264 'square feet of soil available for sewage application for each drywell . In checking with the Fort Miller Company , I was told that their largest drywell is 8 ft. O.D.---thus the use of a 2ft . band of #t3 stone to develop a 12 ft. dia . seepage pit . I Fjave very conservatively sized the new septic - Page 2 - Engineering Report for Rt . 9 Cinema system for a daily pca.k flow of 1 , 900 gallons( 1 GPD per person )----requiring• the installation of six (6) drywells . The accompanying graph will demonstrate that . 98% of the actual attendance during 1990 was weU te1o_w the 1 , 900 daily attendance figue which resulted in . 98 GPD per person . The. interior volume of the six drywells, coupled with the optimum leaching ability of the soil should easily accomodate any peak condition imposed by an evening of cinema performances and provide for modest future increases in the average attendance . The existing 3, 000 gallon septic tank will remain as the primary treatment method and will discharge into a subsurface wetwell with duplex sewage pumps . The wetwell system will insure a uniform dosing of all six drywells . The pressure discharge from the pumps will supply one distribution box which, in turn , will charge the drywells evenly . Each drywell will have an 8" traffic cover with access extension to grade and all subsurface pressure piping will he a minimum of cast iron , ductile iron , or schedule 40 steel pipe to withstand traffic loads . With a static lift of six feet and a total friction head loss of less than six feet , Gould Model 3887 , Series WS0511B 1/2 H .P . , 115 Volts sewage pumps will deliver 120 GPM . With a draw-down in the wetwell of approximately 500 gallons, the normal pump running cycle will last less than five minutes . The velocity in the 4" line from wetwell. to "D" box will he 3 ft . per sec . and the velocity in the 2" lines from "1)" box to seepage pits will he approx . 1 . 9 ft . per. sec . Since this represents relatively light duty for the pumps , they will have no problem keeping up with any peak demands during cinema. operation . The lag pump, should it come on for any reason , will also activate the high level alarm within the cinema. The dual sewage pumps will be removable thru the wetwell cover---no one will have to enter the wetwell to perform maintenance on pumps , piping, or fittings . Check valves and hand valves will be located on each pump discharge---each one operable thru the wetwell cover from above . The wetwell will have a gravity vent in its cover . Since the entire area is essentially flat, no topo map would be usefull or necessary . Separation distances will be double those shown on page 6 of the DEC regulations or 300 ft . to any private • well , 100 ft . to a swimming pool, 20 ft . to property lines, 20 ft . to pressure water lines , and 40 ft . to building foundation . The septic tank solids and scum will be monitored to establish a septic tank cleaning schedule to prevent any carry-over into the wetwell . This new system should last for many years . sfORkill 44,„ William E . Montgomery Jr . PE (' "` 111 r; Dated : April. 16, 1991 -� kt`; k� ". REVISED; JUNE 18, 1991 ��- • tirfCY/KF W�- --i/9iiFiYQ s/4/(t- )7V/9 ' 5 . _ . 2.200-2300 I _ - �` - - ,_ _.. • - • L5-14-777%c S-7,5 Ei).7 cS/ O /-To/F /7 /�E�Sc/1/_Sr rEf7 D,9 -- . - /�co - / 17oo \ ' - 1 \ i I I H) /?oc-/3Co 1 1 I II 1 i t• i -� I FGiq TDi 5'L c� FrgI , ; Dig YS 4i�/�Y" �i 2i✓v�fiY "� • ! i ,u i.v /Ycl" Gc AVC✓ /2c 6, j 1---- C ce - FOG V - 5OO 'i i j LTT1TTT {• � ; l 1 ill i llilllli ! I r , ; 0 \ . �\ /1/0 Or OR YS. A7T7FN/JD • WILLIAM E. MONTGOMERY JR. NEW YORK STATE PROFESSIONAL ENGINEER RD#2 BOX 395, GLENS FALLS, NEW YORK 12801 (518)-792-4262 Industrial Engineering Energy Conservation Structural, New and Renovation Pumps,Piping and Hydraulics Environmental Compliance HVAC and Ventilation June 19, 1991 • Mr . Wiley W. l_ vi.gne, P.E . Regional Water Engineer N. Y .S. Department of Environmental Conservation Region 5 -- Environmental Clua 1 i ty Hudson St . Ext . , P .O. Box 220 • Warrensburg , New York 12005-0220 RE : RT . 9 t:INEmn WASTEWATER I)I SPUS/1L SYSTEM OUE_ENSBURY (I ) , WARREN. (CO) • Dear Mr. Wiley , As requested.. .in your letter of May 23 , 1991 , I am herewith resubmitting revised plans , Engineering Report , and SPDES application . I have answered all of your "highlighted" comments on the review checklist given me by your Mr . Al Matrose and hope all o.f my designs and substantiating data now meet with your approval . /also enclosed are copies of the graph and. location map ori.g.i.onal ly submitted to make this resubmittal complete. I appologize for originally listing the existing septic tank as a 2 ,000 gallon tank , but this was what I had been told by its installer. When I told the Cinema manager that a 3,000 gallon tank was required , he realized that the 2 ,000 gallons removed from it every 8 to 10 days did not empty the tank and had it partially excavated to determine its true capacity. The measurements , witnessed by a member of the Queensbury Building Code Enforcement Office , confirmed that it is a 3,000 gallon septic tank . Rather ' than reposition this tank , the Cinema owners wish to install the wetwoll-pump station in an effort to resolve the septic problems as soon as possible. Please let me know if there is any more information required of me regarding this project . Sincerely , William E . Moritgom. ry Jr . PE 17;21 cc : Alfred P. Matrose, P . E . ZX/S 7 S EWz:,4 L//Yf w/C. 0. IY�!� TE"S% (D 4- DEEE,P TEST yOZE Na /911Y , A- FPf TES`j' 0(IN OZ,,9 CffrOP i9h'E/9) = 5 /'7i�UiES, rzs/r = y -?zy /711va7z- /9fi/ ,&y CZZW/v &. COUZT, R L',1qTZ'o /72fi/Tc& e�j-4 7 (Z. 6 ZIC•'w296' F5) . "-- 70 CL FIVS 1;9ZZ57 Ob IF i h , 3 ' 4--;6 Iv8 NEW wr'T �✓E��, DUTfi9! 1 'moo/ 60� e o ` E,risT , o0o c�L. 1 Q i vo' E fl DUTE 9 %- 0 TOWN OF QUEENSBM MOM 10"Off Based on ew Fihhh W MMIKft complimce with ehr mm* Ad not be con*W as ihhdicadflt *4 plans and spocwcgdm as iw Id compliance wd the code• FILE COPY TOWN OF BUILDING REVIEWED DATE Sp�E S �L Fl //\/ QUEENSBURY I GOADES.ADEPT. WIUI.IAM E. MOMMOMERY U PE CONSULTING ENGINEER -NEW SEPI/CU/STiP/.BUlfIJN S�T.�/7fD�i40UTE 0- �L X/8 /Z' 1 —,7//Zz Y �/v Y, A're'17:-Ilyz /F/r '�4'7ww lly✓ER'r'Fy 73, 9 , — A iE;% Lf/YOUI If TO/c of C',719,06- 'z-z' /00,* AOI( 7 7191vl� WET AI'Fi /9"v/wox, llyyff7 zz' zo N /y2c--w WIC r wEll, W/,7;"-/ 7R1,41ZIC C6,veR N V, loqlrf N VfR71i, 1.15WAF EXIST �;eeo —47CCZ755 CO ve7R ozo OR y W15Z z "J /VZ %'OF/�E clllV�Ef7 ELEV 7-1 5-,004 10MA /9 4 CVZ- lzrz., 99,0 / WIUIAM E. MONTGOMERY JR. 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Sit` S ySiE/�i ,OES�G/V D/9Ti9 D/V S�E,ET /moo. /. �. ALL �ifA6 C19ST c'l�/�crS',c``TE '/S 157s /ZY fo/f/- /)�I/ttAel? c"a/1�1/"/vy OR ,E0a109L . V ► /VO G-,ofC.X//Y,C7 W,09TW-/,r `✓ogS 1-GooUrvp To ,U� /vz-/50, ow= s-: 110aljii° Sr19T1oN To /�Wv� a5wl; ?COY /509/► Z-Z /j/ 1/li� /; � � /T01W11- C 1?-t TE1fA1/gT1NG' or�-`/,qUr/0s-� v SEA%SON `,qEl�/SEO J74/S fit Zt WILUAM E MObTrGOMERY JR. PE CONSUOING ENGINEER NFt,✓SE�"l/C ��STi'P/G'r1T/oN 1111FIV /roR ATE 6*1lam, e?6QYA,47,1lt/j /YIYI F©nT MILLER „„ " , „ 'e� 6rh&" 130001to 4000 Gallon Heavy Duty Septic Tank CONCRETF: 40W PSI REINFORCEMENT: ASTM A615 GRADE 60 ENTRAINED AIR: 5.0% - 9.0% MEETS ASTM C890 24" 1.D. a TAPERED PLUG (TYPICAL) \w(01 SEE �. CHART i TYPICAL I FOR ALL 3 INLET1 17'- 0" SIZE I LIOUID GALS LEVEL INLET IIEIGIIT OUTLET FIEIGIIT INi EGRAL TOP HEIGFIT BASE HEIGHT OVERALL HEIGHT INSIDE OUTSIDE 3,000 4' 0" 51- 1" 4'- 10" 2'- 0" 3'- 0" 5,- 0" 6'- 2" 3,500 4'- 3" 5'- 4" 5'- l" 2'- 3" 3'- 0" 5'- 3" 6'- 5" 4,000 5'- 0" 6'- 1" 5'- 10" 3'- 0" 3'- 0" 6'- 0" 7'- 2" DESIGN CASE 3 ( TRAFFIC) SEE SECTIONS TABLE ON PAGE B-11 Periormance Curve METERS FEET 16 , , 14 VA 0 � It) z .J 0 g O F- X 4 10 2 0 U 2.0 40 60 PIPING SHOWN NOT INCLUDED WITH TANK. INLET KNOCKOUTS PROVIDED FOR 6" PIPE ON THREE SIDES. MODEL 3887 SIZE 2" SOLIDS I t aU 100 120 140 160 180 GPM 0 10 20 30 40 W/hr CAPACITY SYSTEM DESIGN DATA Metered water usage for 12-month period from January 1990 to January 1991 was 405,000 oallons. This amounts to an average weekly usage of 7,790 gallons. An on -site water-cooled ice machine (ROO lh. per (tay capacity) has been estimated to use 281,100 gallons of water- per year, leaving 123,900 gallons as the yt?ar-'s water usage ending up in the septic system. The septic system has been sized for a daily peak flow of 1,900 GPD. The percolation rate of the soil. in this location is 5 minutes per inch, which will allow a sewage application rate of 1.2 GPD per sq. ft. At an effective depth of 7ft., a 12ft. dia. seepage pit has 264 sq. ft. of soil available for sewage application. A discharge of 1,900 1=,PD will require a total of six (60 12ft. dia. seepage pits. Separation distan( e between seejA#9e pit walls will be 36ft. (:; x pit dia. per DEC rf-quirements). Al new septic system components will he installed at least 20 ft. from any property line, nn Route 9 Cinema prnperty. Since the only available area for these drvwells is the parking area at the rear of the buildinn. al] f1fywells will have traffic covers to withstand vehicular- IoAriing. Although town water is available for all in this area, O"P private well is locatp*d 360 ft. from the closest drywel 1 ----no rather wP1 1 s are wit++in 300 ft. of any portion of this septic system With exist-inq sehtir tank sn far below the surface, a wet well wi.th duplex, sewage pumps is required to dose the seepage pits. Suitable pumps are Moulds Model 3flR7 Submersihle Sewage Pumps, Series W13051.1R (or RF). These pump units are 115 volt single phase, i/7 IiP, delivering approx. 120 GPM at a total dynamic and static heart of 10ft. A normal 500 gallon pump -down cycle will be completed in less than 5 minutes. In the case of pump fai -lure or electrical outage, the total storage capacity of the wet well and 6 drywells, below the level of the emergency nver-flnw from wetwell to lst. drywell, is in excess of 7,000 gallons (assuming no absorption). With emergency overflow line, there will be no spills to the environment while power is being res tnr Pr1 or pumps be i nq rPpa i red . I n t tie event that the peak design flow should ever be exceeded, the 6 drywells have a rnrnhinPcl oracle vnlume in excF- of 10,000 pals. ---ample to permit absorption dttri-ng the time period before the next public use of the cint=ma. All piping from wet well to "D" hnx and from "D" box to seepage Pitt; will he cast iron or schedule 40 steel pipe to withstand traffir_ )nails. Egttili7ation and emergency lines may be 4" PVC or ARS because of their depth. The access covers for wetwell and septic: system will hP protected from traffic by barrier posts set in the blacktop & underlying srsi1. One end of the exist.irtg --eptic tank was excavated and measurements were taken to determine the actual size of the tank. The existing tank was dPtermin-d to he a 3,000 gallon capacity septic tank mfgrd. by Ft. Mi-IIPr Co. ---this inspPct.ion was witnessed and verified by the down of (ItlPerrsbur,/ hui-Iding & code department. The existence of an operable and existing building sewer line and an existing septir- tank, all at an Itnusually low elevation, has necessitated I - he installation of the wetwell-pump station to adequately dosP thc� 1Pacft pi tti. WIUMM E. MONTGOMERY JR. PE ©rare t CONSULTING ENGINEER ly 3)4T�j , 'etc' sYL512 �o awl 9 r#F $10 ,!' =r <, �i 41 DWG.*9/-8 41 '5,4.