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1999-035 BUILDING PERMIT 911 -()+ 2-° EENS� RY. TOWN OF QU U VALUE $ 0 No. 99035 TAX MAP NO. 36.-2-3. 1 WARREN COUNTY, NEW YORK PERMISSION is hereby granted to GREAT ESCAPE HOLDING., TNC OWNER of property located at 1172 STATE ROUTE. 9 Street. Road or Ave. in the Town of Queensbury,To Construct or place a B InF, MATNTENADU'E RE,STPOOMS at the above location in accordance to application together with plot plans-and other information hereto filed and approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. 1. OWNER'S Address is P.O. BOX 511 ROUTE 9 LAKE GEORGE, NY 12845 2. CONTRACTOR or BUILDERS Name._ 3. CONTRACTOR or BUILDERS Address 4. ARCHITECT'S Name 5. ARCHITECT'S.Address - 6. TYPE of Construction—(Please indicate by X) COMMERCIAL. ALTERATIONS ( 1 Wood Frame ( )Masonry ( 1 Steel ( 1 7. PLANS and Specifications 96. sq"Oft. ride, maintenance restrooms as per plot plan and specifications B..Proposed Use RIDE, MAINTENANCE. RESTROOMS $ 5 PERMIT FEE PAID —THIS PERMIT EXPIRES February 26 19 2001 (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the town of Oueensbury before the expiration date.) . Dated at the Town of Queensbury this 26 Day of February 19 1999 SIGNED BY for r. for the Town of Queensbury Building and Zoning Inspector Application for SEPTIC DISPOSAL PERMIT Town of Queensbury Dept. of Community Development Rec ' Permit No. �' Building &Codes Office 742 Bay Road FEBee Paid $ Queensbury, NY 12804 r� 23 1999 TOWN OF . BUILDING AND BBURY. Location of property for installation: ,/) �� „� CO E e c Property Owner's Name: Cy of,EScGr _ erne Pa_ L e-- Property Owner's Mailing Address: �o l� x s// Lc c_ Installer's Name: �7 � '7�- Phone # —G6Y Number of bedrooms (if residential): Total daily flow: ,2 cc (residential - compute @ 150 gal./bdrm.) Topography: ✓flat, rolling, steep slope % of slope Soil Nature: v sand, loam, clay, • other /depth: Ground water: at what depth? feet I Bedrock'or Impervious Material: at what depth? feet Percolation test: - not required, required [rate/S min. per inch] Domestic water supply: municipal, well, other If domestic water supply is a WELL, water supply from any septic absorption is feet. PROPOSED SYSTEM Septic tank: /u0o gallon (minimum size: 1,000 gal.) Tile field: each trench 7,0 feet / Total system length: feet Seepage pit(s): number of / size each: , ft. by ft. Size of stone to be used: # I depth or thickness / feet HOLDING TANK SYSTEM: (if required) Number of tanks: Size of each: gallons Alarm system and associated electrical work to be inspected by a certified agency. 1 For yom-protection, please note that pursuant to Section 136-29 of the Code of the Town of Qnaeasbtn'y, any permit or approval granted which is based upon or is granted in reliance upon any material na srepresentinion or failure to make a material factor 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 of the Town of Queensbury Ssnitaty Sewage Disposal Ordnance. Signature of responsible person: �,�, -? Date: tsullaing Permit Application TO3vi1 Of Queeiisbui y - Dept. of Community Development.' 742 Bay Road, Queensbu,y, NY 12804 [761-8256J • LE BUILDING & . CODE ENFORCEMEN7' . ML Requirements prior to issuance A permit must be obtained before of this permit: PERMIT FILE NO.�� beginning construction. No inspections ,-..<!--) will be made until applicant has received [ J Zoning Board Action . PERMIT FEE PAID$— a VALID BUILDING PERMIT. All Aren /We applicants' spaces on this application +� C i t' ` r. ',TION FEE PAID$ MUST be completed and•the signature ,.) of the applicant must appear on the Li Ilannl►tg Board Action ItEV1CWED D1: li( ' application form. rn,,E 3,„,, SPR / Subdivision /Other t' B �2 q��� t Building Inspector CODE Recreation Fee I'nymen Applicant: GREAT ESCAPE THEME PARK LLC ��f/1/ OwnetB(Jp�®iry � JAEME PARK LLC ROUTE 9, QUEENSBURY, NY 12804 ROUTE 9, Address: Address:• sBURY, NY 12804 Phone # ( 518 ) 792 - 3500 Phone # 518 ) 792 - 3500 Properly Location: ROUTE 9, LAKE GEORGE, NY 12845 Subdivision Name: Ride Maintenance Restrooms Tax Map Number 36 / 2 /3.1 Section Block 1nt NATURE OF PROPOSED WORK: New Building: ESTIMATED MARKET VALUE OF THE CONSTRUCTION: $ 3,000.00 residence / commercial x _ Addition to Building: residence / commercial OCCUPANCY INFORMATION: Alteration to Building: Primary Building - residence / commercial Single Family Dwelling Residence / Commercial Two Family Dwelling no change to exterior size Family Dwelling Other Work (describe below) Office Mercantile Manufacturing x Other GROSS AREA OF PROPOSED STRUCTURE: 1st Floor 96 sq. ft . If ADDITION, what will use 2nd .Floor sq. ft . of new addition be? : Other Floors sq. ft. (not unfinished cellar or basement) ACCESSORY BUILDINGS: Detached Garage 1, 2 car TOTAL FLOOR AREA: 96 SQ. FT. Attached Garage 1, 2 car Private Storage Building SIZE OF NEW STRUCTURE: Commercial Storage Building 8 FEET X 12 FEET Other Foundation Type: concrete Will any second-hand or ungraded Number of Stories : one lumber be used? If so, for what? (habitable space only) Height (grade to ridge) :8' ceiling feet TYPE OF. HEATING SYSTEM: already exists in . Number of fireplaces and/or woodstove (circle. all which appli s ) building to be installed: Electric / Oil / Gas //Wood Forced Hot Air / Baseboard / Other Person responsible for supervision of work as regards to building ' codes is : JOHN COLLINS, THE GREAT ESCAPE, ROUTE (, QUEENSBURY, - 518/792-3500 ext 202 Name Addresss Phone Builder: THE GREAT ESCAPE Plumber: " Mason: Electrician: II - DECLARATION: Please sign below of ei•you have carefully read the statement. To the best of my knowledge the statements contained in this application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code, the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, an AS BUILT PLOT PLAN by a licensed surveyor; drawn to scale, showing actual location of project on premises. ilf • Signature: 4t,(oner, owner's agent, architect, contractor) S'A l'.3AQ'IVAIAl''ArJ_l J_t'J_4_l'J_1_l'J__l'J_,0l !',I,•_rAltQ _l' M:A M JAAV.K•_l'A•s!'"V l'A019; 0.0PAI !l Al'J_l' e.1' !l' C AI_1,l_0.1.Q'.A e.Q.,I.yl'AV'AltWA T.A.,:5.0_l'J!.:',IP. .1PAII V, 1 IY THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGt,' I i • 1'9`9693 BUREAU OF ELECTRICITY ;A 1 F 111 WASHINGTON AVE., SUIT 04, LBANY, NY 12210 (V, It Application No. o file AUGUST O.s,1 99'a 4 55'7;9G 99 A 14�t94t7 It�� Date At THIS CERTIFIES THAT PERMIT O -L)�?, it ''Ai only the electrical equipment as described below and introduced by the named on the above application number is in the premises of i¢ ill qi THE GREAT ESCAPEa ROUND POND RD/RT. 9, GO CART STATION, QUEENSBURY. NY 141 in the following location; ❑ Basement ® 1st Fl. ❑ 2nd Fl. Section Block Lot ij ji was examined on JUI Y �, �`� and found to be in compliance with the National Electrical Code. =G IF 1, FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS i) -(t OUTLETS INCANDESCENT FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. I� • -- DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS 'h. 't AMT. K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. Eil H.P. NO.OF SYSTEFEET AMT. WATTS A • -I SERVICE DISCONNECT NO.OF — -S- --E- -------R-._______.-V ---I -- C E---- -- - ---_ I Ct i> - �CI METER NO.OF CC COND. A.W.G. A.W.G. A.W.G. I :Ct AMT. AMP. TYPE EQUIP. 1 0 2W 1 0 3W 3 0 3W 3 04W pC 0 OF CC.AND. NO.OF HI-LEG OF HI-LEG NO.OF NEUTRALS OF NEUTRAL t� . r i)., -si i OTHER APPARATUS: _(I I)1 G.F.C.":-'1 it zrt?1 o tr it tyi !CI I, -(t I• �(I t IA� A =•(t i v, • 1f rci IA GREAT ESCAPE THEME PARK 11210 ;,r`i° ''tirl?• ' ..— `w�- �} 'c' 117 ROUTE 9 ERT CULVER °" • „a m':s e*-- - '>' OUEE.�•SBURY, NY, 1280 4=° r':, rp q;�q ?r ' GENERAL MANAGER I N.: k?,,,-- 4P y. 4% 239 �I . --, . =' ,- ," - I• Per 'i _CI t it This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials. '/,4YYViY Y YiY;74,Y,YiY4Y YiY47;4764Y,VrY.Y YiYY4;76476;T Y,%Y YVr.Y T.i-Zi iY 4Y;fiY YiY Y Y Y•Y ziiii-YiYYe,4Y Y•Y 476 e-r Y..Y YiY Y�Y,Ye.Y•YY•Y.'iiii.1 YiY YiYYiiIliY7:Y YVII:\ COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. ,_..r..., ,..,_ __. i _ , , „; TOW OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 • j'^ (518) 761-8256 i SEPTIC DISPOSAL SYSTEM INSPECTION Name G eatr,--o,,r_, Location -10.. \ j 1 Date\ - `;, - , Permit #Sri\— t SOIL TYPE: San -Loam- . - Results of Percolat'on Tes - (if applicable) Rare-Minut:/Inch TYPE OF SYSTEM: ABSORPTION FIELD: Total -ngth Length of each tr-nch Depth of—trenche Size of stone SEEPAGE PITS• N ember- /2-- Size - t. x /0 ft. Stone size 'f Z PIPING: Size Type Bldg. to Tank y l l 5 oic-_3 Tank to Dist. .ox 14 i'l Dist. Box to ield/Pi A1t Openings Seal :d? es , No Partial LOCATION/SEPARATION •• Foundation to Tank ./ feet Foundation to Absorption !:3 D feet Separation of Pits 9De feet -Conforms as per Plot Plan Yes o LOCATION OF SYSTEM ON PROPER : (circle one) Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS: 466- AL)- ELIlL.r • ri Sok 35' Rep, f,vrc Yo 0-; /41 6 ": Sco 2 tVi' 646:&ac— SYSTEM USE APPROVED: YES' NO Arrived: *_64/' Departed: J ( e/ Building Inspector . \ -,.. . , ../ "Ni1/4 /..• - . . / ,...._ ....,_ v. - ....... _....._ � ( I \ STEE• I N BUILDING ACE 1 \ � � - - - - i ( -----____ -_____ /// / \\ \ ) I I 1 1 :: STEED / II \ MAINT I �S� II1 � \ I / II / . / • // II spRANOP Y i , zlir 4" PVC PV DRR / 30' MN./ ® vs. PE _26 \ I FOO/ • ' ii - - 1-0-0-0 'GAL SEPTIC TANK \ 20' MrN o I / Zkg ` • . a B DISTRIBUTIONOX ea* (_ L J / Q F( �` 7 °� S To Rq SS / memali _- 1 I \ I STDRACE I/ / / / A -8(J6� r6i R°f- / � � I / . • / / ....- • COMMERCIAL FINAL INSPECTION REPORT Building& Code Enforcement Date inspection request received: Office No. (518)761-8256 Dept. of Community Development Town of Queensbury Arrive am/pm Depart am/pm 742 Bay Road Inspector's Initials p9' Queensbury,NY 12804 NAME(Ir. PERMIT# )\-- :- ,5 LOCATION DATE TYPE OF STRUC • �T� r[y f1CQ. N/A YES NO COMMENTS ChiumeyP'B"Vent/Direct Vent location Plumbing Vent Roof Complete h.)&Pi " - � Exterior finish grade complete Interior/exterior guardrails 42 in.platform/decks C 6J-er 1.r' J/t j j/ 4- Interior/exterior ballasters 4 in.spacing platform/atfo / Stair handrail 34 in.-38 in. j/ Step risers 7 3/4 in. Main door 44 in. All others 36 in. Lever handles Exits at grade or platform Canopy to cover req.exit doors Gas valve shut-off exposed&regulator '18 in.)above grade Floor bathroom watertight Other floors okay Hot water relief valve Boiler/furnace enclosure <250.000 BTU N/R 250,000 BTU to 1,000,000 B 's(1 hour) >1,000,000 BTU's(2 hour) Gas furnace shut off within 30 ft_or ithin line of site Oil furnace shut off at entrance to fu ace area Stockroom enclosure(1 hour),3/4 h r door Storage/receiving/shipping room(2 our), 1 'h doors 1 '4 hour doors and closers 3.hour corridor doors and closers Firewalls/fire separation,2 hour,3 hour complete Fire dampers,2 hour fire wall/separation or greater Fire door/shutters 1 '/z hour,3 hour Ceiling fire stopping 3,000/5,000 sq.ft. Fan shutdown,smoke vents or fan Exit door/panic bars assembly hardware Elevators Elevator signage Handicapped bathroom grab bars/sinks/toilets • Handicapped bath/parking lot sigtage Handicapped service counters 34 in.,checkout 36 in. Handicapped ramp/handrails continuous/12 in.beyond Active listening system and siginage assembly space Final Electrical Site Plan/Variance required Final Survey,new structures As-built septic system layout required Okay to issue temp.C/O(Certif.of Occupancy) Okay to issue permanent C/O(Certif.of Occupancy) Okay to issue C/C(Certif.of Compliance) TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT' 531 Bay Road Queensbury NY 12804 , 518-745-4447 ' ' SEPTIC DISPOSAL SYSTEM. INSPECTION • Name - ' rrz1 hs-Lr& Location gh` Date ''� S Permit # 51-03S SOIL TYPE: Sand- oam-Clay- Results of Percolation Test- (if applicable) Rate-Minute/Inch - . TYPE OF SYST ' : ABSORPTION F ELD: Total Length • Length of ea h tren Depth of trenches 1 Size of stone • ! SEEPAGE PITS: N ber- Size - , . x ft. Stone size _ / PIPING: ' / Size Type Bldg. to Tank / 4//` Se-z‘ Tank to Dist,/ Box y;- -fie 2 DistAox to" Field/Pi Openings Sefal ed? Yet' No Partial LOCATION/SEPARATIONS: Foundati to Tank feet Foundation to Absorption feet Separation o; Pits feet Conforms as per Plot Plan Yes No LOCATION OF SYSTEM ON PROPERTY: (circle one) Front - Rear - Left Side - Right .Side Middle Front - Middle Rear COMMENTS: /L}7L 6;4 (ay./L. Idler 4vh a 6 r G"?h'Ji -.p/g. SYSTEM USE APPROVED:- YES No ✓0)4 s7)40. Arrived:' //7 , Departed: Building Inspector- gc3304-1 _ COMMERCIAL FINAL INSPECTION REPORT tAEE Building& Code Enforcement Date inspection request received: 6( 9 F Office No. (518)761-8256 Dept. of Community Development Town of Queensbury Arrive am// s�""_pa pm 742 Bay Road Inspector's Initiii: -- Queensbury, NY 12804 NAME Gf`P PERMIT `� - S LOCATION ,� �—,_ C -�1.X�� l DATE =tea -� _ oc TYPE OF STRUCTI)1 (-�\a-e ,\' 'sue o`?^es2 ,Q rOC"r \o - N/A YES NO COMMENTS Chimney/"3"Vent/Direct Vent location Plumbing Vent Roof Complete Exterior fmish grade complete Interior/exterior guardrails 42 in.platform/decks Interior/exterior ballasters 4 in.spacing platform/decks Stair handrai134 in.-38 in. Step risers 7 3/4 in. Main door 44 in. All others 36 in. I _ Lever handles Exits at grade or platform Canopy to cover req.exit d Gas valve shut-off exposed&regulator(18 in.)above grade Floor bathroom watertight Other floors okay • Hot water relief valve Boiler/furnace enclosure <250.000 BTU N/R 250.000 BTU to 1,000.000 BTU's(1 hour) >1,000,000 BTU's(2 hottrr�) Gas furnace shut off within 30 ft.or within line of site Oil furnace shut off at entrance to furnace area Stockroom enclosure(1 hour),\3/s hour door Storage/receiving/shipping room(2 hour), 1 '/2 doors 1 '4 hour doors and closers 3.hour corridor doors and closers / \ Firewalls/fire separation,2 hour, hour complete / \ Fire dampers,2 hour fire wall/separation or greater' Fire door/shutters 1 'h. hour,3 hours / „ Ceiling fire stopping 3,000/5,000 sq\ft. / Fan shutdown,smoke vents or fan Exit door/panic bars assembly hardware / Elevators Elevator signage 1 Handicapped bathroom grab bars/sinks/Oil Handicapped bath/parking lot signage Handicapped service counters 34 in.,checkout 6 in. Handicapped ramp/handrails continuous/12 in. and .-dive listening system and signage assembly spa Final Electrical Site Plan/Variance required Final Survey,new structures As-built septic system layout required ._____. Okay to issue temp.C/O(Certif.of Occupancy) Okay to issue permanent C/O(Certif.of Occupancy) Okay to issue C/C(Certif.of Compliance) GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 ':.ay Road . i t Queensbury,NY 12804 Arrive am/pm Depart am/pm Inspector's Initials J NAME: CJI 6-5 /9 ° PERMIT# 9 " / g 5----- LOCATION: ia-T c DATE : N • TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible •r ... 5,r) providing otection from fr;.-zing for 48 hours owing the acem of the concrete. Materials for this purpose ,n site Foundation/Wallpour Reinforcement in Place Foundation/DampprooA I g Approval7 Plumbing Under Slab c_/�S T.— k d Af �.J. c /4-G -6'-- Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 531 Bay Road Queensbury NY 12804 518-745-4447 SEPTIC DISPOSAL SYSTEM INSPECTION Name 6e4( kfSCc,, e, Location 9 '� Date 414/ Permit # - 03( SOIL TYPE: Sand-Loam-Clay- Results of Percolation Test- (if applicable) Rat-- in .-/Inch TYPE OF SYSTEM: ABSORPTION FIELD: Total Lens h Length of\each t-ench Depth of tr�-nchPs Size of stone SEEPAGE PITS: Number- Size - ft. x ft. Stone size PIPING: • Size Type Bldg. to Tank Tank to Dr st. Box Dist. Box to Field/Pit Openings Sealed? Yes No Partial LOCATIONN/SEPARATIONS: Foundation to Tank feet Foundation to Absorption _ feet Separation of Pits feet .Conforms as per Plot Plan Yes No LOCATION OF SYSTEM ON PROPERTY: (circle one) Front - Rear .- Left Side - Right Side Middle Front - Middle Rear COMMENTS: J 1, SYSTEM USE APPROVED: YES NO Arrived: )0:3 Departed: • Building Inspector GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive _32' am/pm Depart am/pm Inspector's Initials /1" NAME: Cra4‘ PERMIT# - 3C LOCATION: 4 DATE : . TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers I I Monolithic Pour F•rm Reinforcement in P ace Li s c 14xd The contractor is sponsible or providin pro +n from ing for 48 houe o 'ng lacement of the concrete. Materials for this p ••se on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofi Backfill Approval Plumbing Under Slab _ Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping -li • . !j 4 max 32 min ALTERNATE DOOR - - i: .� -,... 100 � 815 • - f- . ..LOCATION ... • 1' 'E X 'I1:' to • • :I, I x 12 max 305 \ p c o :1 1 'P; ! 54 min t I 1370!qi 3 56 min (WALL-MOUNTED W.C.) 4! 42 (1065) rnin 1420 ♦ LATCH APPROACH , 59 min (FLOOR MOUNTED W.C.) . ONLY, OTHER 1500 ?$ APPROACHES 48 '' (1220) min Fig. B4:18.3.1 4 Wheelchair Accessible Toilet Stalls- Door Swing Out i? a , i 3fi••:. . I V: : min �, ;,l . 915 40 .:,„: _ .:, :Y4 ♦ C CD Lr) • .• .' CLEAR FLOOR ' SPACE 4 II 56 min (WALL MOUNTED W.C.) ¢ 1420 59 min (FLOOR-MOUNTED W.C.) 1500 (b)End of Row Fig. B4.18.3.2 . Wheelchair Accessible Toilet Stalls- Door Swing In 60 te .... EARTH BACKFILL j-2" MIN. rEE� BUl�D1N�T04GE MTEE / DIS RIBUI'ION U I HINT BOX I/ TYPICAL ABSORPTION 3 TRENCH / \ / (4) 9 30 U-I EACH / r 9 r ftft.00 GA C/ US-EI aPTIL �T FIBERGLASSLK S ORAG� S TORA GE I / PLAN SCALE I" • 40' TOPSOIL FOR SETTLING PERMEABLE GEOTEXTILE UNTREATED BUILDING PAPER OR 4" HAY/STRAW 4" PERFORATED PVC PIPE OR EQUAL GROUND WATER, BEDROCK, OR 24" IMPERVIOUS LAYER SPACING OF ABSORPTION TRENCH 6' 0. C. ABSORPTION TRENCH CROSS-SECTION iv io EARTH BACKFILL SLOPE DISTRIBUTOR PIPE O 1/16- - 1/32- PER FT. NOTES: 1) DO NOT INSTALL TRENCHES IN WET SOIL. JOINT PERFORATION SLOPE 0 1/16"-1/32" PER FT. CRUSHED STONE 3/4"-I 112" WASHED GRAVEL PERMEABLE GEOTEXTILf UNTREATED BUILDING PAPER OR 4 HAY/STRAW �! 2) INSTALL TRENCHES PARALLEL TO CONTOURS. 3) INSTALL TRENCHES AS SHALLOW AS POSSIBLE WHICH MEET THE ABOVE NOTED MINIMUM DEPTHS. 4) RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO. PLACING GRAVEL. 5) ENDS OF ALL DISTRIBUTOR PIPES MUST BE CAPPED UNLESS INTERCONNECTED. ABSORPTION TRENCH DETAIL LEVEL TRENCH BOTTOM N.T.S. LOCATION, STAKE-1 y---GROUND SURFACE �,\\V ,\,m,��� -, ����� ,�,m%�1�-�\1� ;�-olll%�%�1\%%.1. MANHOLE COVER _ MANHOLE COVER I. ASPHALTIC SEAL INVERT OF INLET 2" ABOVE INLEt INVERT OF OUTLET OUTLET— LIQUID LEVEL CAULKED JOINT q B CAULKED JOINT . a SANITARY TEE --'to A SANITARY TEE ,o z� BAFFLES MAY BE USED INSTEAD OF SANITARY TEE 6" MIN. WALL THK. FOR POURED IN PLACE CONC. SEE NOTE BELOW SECTION VIEW A • 12" MIN. FOR LD < 40" AND 16" MIN. FOR LD >/• 40" B • 14" MIN. FOR LD < 40" AND 18" MIN. FOR LD >/• 40" LD LIQUID DEPTH ASPHALIC SEAL O INLET 20" MIN. O OUTLET 0 RING BOLTS PLAN VIEW NOTE: A MINIMUM OF 3" CLEAN SAND OR PEA GRAVEL, OR 5" WASHED AGGREGATE 3/4" TO 1 1/2". SEPTIC TANK DETAIL 1 N.T.S. PLAN VIEW N REMOVABLE COVER INLET BAFFLE INVERT 4" OUTLET 2" IN. LEV. _ 2" MIN. O O CLEAN SAND. N Z PEA GRAVEL - :-: OR AGGREGATE SECTION VIEW NOTES: I. PIPE JOINTS TO BE SEALED WITH ASPHALTIC MATERIAL OR EQUIVALENT. 2.INVERT ELEVATIONS OF ALL OUTLET PIPES MUST BE EQUAL. USE OF SPEED LEVELING DEVICES IS RECOMMENDED. 3. THE SLOPE OF OUTLET PIPES BETWEEN THE DISTRIBUTION BOX AND DISTRIBUTER LATERALS SHOULD BE AT LEAST 1/32" PER FOOT. 4. BAFFLE REQUIRED FOR SIPHON OR AUTOMATIC DOSING OR IF INLET PIPE SLOPE EXCEEDS 1/2" PER FOOT. DISTRIBUTION BOX DETAIL N.T.S. SEPTIC SYSTEM PROFILE SEPTIC SYSTEM BASIS OF DESIGN OUTFALL NO. 28 EMPLOYEE RESTROOM, STEEL MAINTENANCE BLGD.: ASSUMPTIONS USED: TOTAL NO. OF EMPLOYEES, A = 10 EACH RATE OF USE, B = 25 GAL/DAY TOTAL DAILY FLOW, .Q = A x B = 250 GAL/DAY SAY 250 GAL/DAY SEPTIC TANK 1,000 GALLONS (NYSDOH MINIMUM) USE A 1,000 GALLON TANK DESIGN PERCOLATION RATE = 1-5 MINUTES/INCH APPLICATION RATE 1 1.2 GPD/SF REQUIRED ABSORPTION FIELD LENGTH 104 FT DESIGN: USE 4 TRENCHES @ 30 FT EACH TOTAL TRENCH LENGTH 120 FT Soil Test Data Deep hole test pit (TP-1) 0-36" Fine silty sand 36-156" Medium to course sand No groundwater encountered. i Percolation Test Data Lot No. Test Hole No. Test Hole Depth Soil Type Soaked TEST RUNS ' 1 1 2 1 3 4 P-1 54" Course Sand Yes F apid Perc. ate 5-10 seconds/inch.- T ' F = Finish S = Start T = Time (min.) '• Unable to perc. test upper 24" due to frost in ground. Estimated percolation rate is 2 min./inch @ 24" depth. CLAY OR BEDROCK N.T.S. GENERAL NOTES: 1. Base map information is from a Map of The Great Escape. Town of Queensbury, Warren Co., N.Y. by Coulter & McCormack, dated July 20, 1988 revised August 7, 1989. 2. Septic tank should be inspected at least every two years by a qualified person and pumped out when determined necessary. The Engineer shall at no time bear any responsibility for system malfunction or failure due to improper maintenance. 3. The improvements are shown at suggested locations. Adjustments may be made in the field to reflect actual conditions. CONSTRUCTION NOTES: I . Heavy construction equipment shall not be allowed within the septic disposal area. 2. The septic tank shall be a 1,000 gallon, pre -cast concrete tank as manufactured by The Fort Miller Co. or equivalent. 3. The distribution box shall have a minimum of 5 outlets as manufactured by The Fort Miller Co. or equivalent. 4. Solid wall piping between the building and septic tank shall be PVC SCH 40 or PVC SDR-26 and laid at a minimum slope of 1/4 inch per foot. 5. Solid wall piping between the septic tank and the distribution box shall be PVC SCH 40 or PVC SDR-26 and shall be laid at a minimum slope of 1/8 inch per foot. 6. Place the aggregate and distribution lines in the excavated trenches. Cover the lines with 2 inches of aggregate. The aggregate shall consist of 3/4"- 1 1/2" washed gravel or crushed stone. The perforated distribution lines shall be PVC ASTM D 2729 for use in septic systems. 7. For testing, place clear water in distribution boxes, checking for uniform streams of water from each hole in the distribution boxes. Adjust distribution box outlets until all streams are even. 8. A permeable geotextile or untreated building paper shall be placed over the absorption area to prevent the infiltration of fines into the aggregate. 9. A minimum of six inches of fill shall be placed over the top of the absorption area, taking care not to drive over the distribution trenches. The entire absorption area shall be covered with top soil and seeded to grass. the LA group Landscape Architecture and Engineering, P.C. ,ill Long Alley Saratoga Springs New York 12866 518/587-8100 Telefax 518/587-0180 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. ©the LA Group 1998 Design DPD Drawn BJC Checked LTM • • 04 O U Z Z rn w < � tx aw�c;14 i11 a a .tea Revisions Project 97146.1 Date 4 23 98 CAD # RESTROOM Drawing U01 /00 PG,aN cX/hf//�C ✓jT�EG ,�J�L�/r✓L NEB t3aTX,&0,4j A EtiX %A,, -1 SrArIOIV 24 tn/.A!W N I I' sf�YE a� _ 3Co Il I I 57 l....A e;6 —__�--IC:✓ — I 7-0WEC5 3 Alot p , /2 TW/CoaA-1, �. aN� �, A t�oert�araaw Qtab 8»t ta#Mt":�r!'�ts NA/Vjr./GAF' IAA 7`A - EGE VA r101 / /4,I=/ ; 0 *D G�/ST/NG 3roeAGE AkEA N �roeAGc� A,e,CA `\♦ Rt f 9 0" e4 h 6ArsVApUaoAn Cc. Oil 4E4,,d7 - ©OPA A�PiCOOV-6a - GGE�j' ?o �jTDi2.4GE Ae6A �,eo� EX/hT STO.es►GE AteA �LltDR .P,�>E,�J Ar ioD f'SF TV G AG ir✓rE�loe X6 4,4leme (3)A16w WA4z6 E.r 7zre/O.Q - ;1z " o40 �fi/ST Go�/C. FGUD�E' ,6X/SriA14 k✓A`G A#644GAfa Ex>. W.&4 7-10/V A -A / - i^/r��/oE' LrG,�r/n/G � �2) 2 TUBE 4ov✓ Fro v,EEbGENT GE/1�✓NG Fix rti,PE S ' 2- A/,e O1S&ogAZ E 1--40V TO ro Obi A7.i6 Wiril 4/44,lrw✓li-eAl F IL.ECOPY 3 - 0 <:�7- o Tb �xi�TiNG �Ei�'TiG �Y5>E.�t TOWN OF QUEENS8l1iiY U! QING DEPARTMENT Based on our Dunked exananation, compliance with our conxne t shall not be mmtp* as in&* g the TOWN OF QUEENSBURY plans and speaficafms are in full compliance with the code. `J fi,.DING & D EPT. R-L VIEWED BY NOTICE„ 3 FOAM INSULATION MUST BE COVERED BY A 15 MINUTE THERMAL BARRIER NOTICE KRAFT PAPER INSULATION MUST BE COVERED RY 'SON -COMBUSTIBLE BARRIER N4TIcE NDLES REQUIRED LEVER HA ON ALL PASSAGE DOORS WHETHER INTERIOR OR EXTERIOR DOORS FEB 12 ISIS REQ _ OEfCR[ri ION IRA L trtm t�WQ Nds • . . 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