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1992-190! a +a It R CERTIFICATE .iv COMPLIANCE TOWN OF QUEENSBURY WARREN COUNTY. NEW YORK Date 4 9't e2 19 This is to certify that work requested to be done as shown by Permit No, 92- 190 has been carnpleted. This structure may be occupied as a Sel2tic Location Rt 9 Lake George Rd Own Beo Star hican Hotel By Order Town Board TOWN OF QUEENSBURY s Director of Bldg. & Cade Enforcement IL �_, .. . BUILDING PERMIT TOWN OF QUEENSBURY No. 92- 190 WARREN COUNTY, NEW YORK PERMISSION is hereby granted to Mohican Motel OWNER of property located at Rt 9 Lake George Rd Street. Road or Ave. ; in the Town of Queensbury, To Construct or place a Septic Installation ' 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 George Stark RR3 Sox 3335 Lake GeorW , MY IM45 2, CONTRACTOR or SUI LDERS Name Russ Grapham 3. CONTRACTOR or SUILDERS Address 4. ARCHITECT'S Name 5. ARCHITECT'S Address 6. TYPE of Construction — (Please indicate by X) [ 9 wood Frame [ ) Masonry [ I Steel i l 7_ PLANS and Specifications No_ Septic Installation to include : 1000 Gal . Tank and pump chamber � with associated wiring and Leach field as per design by Engineer 8. Proposed Use Septic Installation $ 35 00 PERMIT FEE PAID -- THIS PERMIT EXPIRES April s 19.__g (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 this 28th Clay of ADri 1 1992 SIGNED BY -a �*— for the Town of Queensbury Bu i ld Ilia and Zoning 1 nspector eL TOWN OF QUEEWVMFRF QUEENSBUH APPLICATION FOR SEPTIC DISPOSAL ftWMFEW ED Permit # Fee Paid �r� — APR 2 8 1992 Date : - % �' viewed By BLDG. ,Fr�`�AC3B DEF� LOCATION OF PROPERTY FOR INSTALLATION x Owner ' s Name : Owner ' s Mailing Address : Installer ' s Namee 'C•' Phone Number of bedrooms ( if residential ) : Total daily flow ( residential - compute @ 150 gal . per bedroom ) : Topography- Circle One : Flat Rolling Steep Slope % of Slope Soil Nature-Circle One : Sand Loam Clay Other /Depth : Ground Water-A � What Depth ? Feet Bedrock or Impervious Material - At What Dfspth ? F;:et Percolation Test-Circle One : Not Required Required/ Rate Min . "or Inch Domestic Water Supply-Circle One : Municipal Well Other If domestic water supply is a well - Separation : Water supply from any septic absorption -Feet PROPOSED SYSTEA1 Septic Tan rr gal . ( Minimum size : 1 , 000 gal . ) won Tile Field : Each Trench feet//Total System Length feet Seepage Pit ( s ) : Number -of / Size each : ft . x ft . Size of Stone tc• be used : # / Depth or Thickness feet HOLDING TANK SYSTEM IF REQUIRED No . of Tanks Sizelof Each Gal . Alarm system and associated electrical work to be inspected by a certified 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 : U � 'T DATE : Septic System Inspections : A . All applications for septic system installation , alteration or repair , as required b;F the Town of Queensbury Sanitary Sewage Ordinance , shall be submitted to the Building Department at least 24 hours before start of construction, and shall include a plot plan showing ; 1 ) the proposed location of the 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 , the fields and/or drywells B . No system shall be covered before inspection and approval by the Building Inspector . Failure to comply with this requirement may result in the uncovering of the system by the installer and a fine of up to $250 . 00 . C . An approved ropy of the plot plan shall be available on the construction site . Failure to produce said plot plan at time of inspection, may result in an immedia �e work stoppage . D . Should unforeseen problems during construction prevent proper Installation , alteration of repair of an approved system , a new propusal must be submitted to the Queensbury Building Department before further construction . Town of Queensbury Building & Code Enforcement Department 531 Bay Road Queensbury NY 12804 Remarks : awn [l� �e� ee►t36l,erf� BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R. D- 1 Box 98 Queensbury, New York 12801 SEPTIC DISPOSAL SYSTEM INSPECTION NAME { LOCAT I ON .�L DATE //,,.,,�rr B / _ PERMIT NC►. . SOIL TYPE - Sand - Loam - Clay - -- percolation Test Required? YES - NO percolation rate - Min/Inch _ TYPE of SYSTEM: Absorption field , tote l lengt Length of each trench Depth of trenches Size of gravel SEEPAGE PITS4NUmber 4 ) -- —� Size_ ft. X _ f _ -- _ — Gravel size _ Si a PIP ING : Type Bldg . to tank Tank to dist. . box Dist. box to field/pi NO Partial openings sealed? y LOCATION/SEPAVATIC* f t. Foundation to tank. ft. Foundation to abso Lion ft . Absorption to lot inE ft. Separation of pit IX)C'.ATION C?F SYST C»7 PROP (circle iside one) Front - Rear - ft side - ig ht CCt4MVNTS SYSTEM USE APPROVED I,y= NO Sul ding Inspe or 01/86 and vl fotvn o/ uee► Aur y BUILDING and ZONING DEPARTMENT Bay and Haviland()eensbury, New York 12801 98 SEX S4 SYSTEM INSPECTION Nml�- t_OCA'T I eON ! VAT PERMIT NO . �d SOIL TYPE Sand Loam - Clay —�— percolation Test Required? YES - M© Percolation rate - Min/Inch TYPE of SYSTEM* total length Absorption' field , Length of each trench Depth of trenches size of gravel SEEPAGE PITSt3t�mber ft) Size- ft. X - Gravel size Sizc1 Type PIPING : Bldg . to tank Tank to dirt . box L7ist* box to field/I NO partial Openings sealed ES LOCATION/SEPAPATI f t. Foundation to tank ft . Foundation to absor neon ft . Absorption to lot fte Separation of Pit PROPERTY (circle one) WCATYON OF SYS _ Bight side - Front Rear - L_ ft ide cc14Hz;HTS l , !_LT Lim ice;►x _ 1 (� �" U c � r S �-4 TES Ib.lS �, � . ( a'] i • j J r t. C jA gri NO SYSTEM 13SE APP 'OVER YES g lding ns ector 01/s6 and VI .Jou�n o� �ieeeen .� +�ur�r BUILDING and ZONING DEPARTMENT Say and Hawiiand Road, R. D. I Box 98 Oueensbury, New York 12801 SEPTIC DISPOSAL SYSTEM INSPECTION LOCATION DATE 75 / �C ---- PERMIT NO . SOIL TYPE - Sand - Loam - Clay - Percolation Test Required? YES - - NO percolation to - Min/Inch TYPE Of SYSTEM Absorption fief total length Length of each ench Depth of trenche Size of gravel SEEPAGE PITS4Nvrnb of) Size- ft. X - ft. Gravel Size PIPING : Size,,, Type Bldg . Q✓ G� Tank to...d' ' � +W- to field/ ooew, z s sealed? ES O Partial LOCATION/SEPARATIONS : Foundation to tank ft. Foundation to absorption ft . Absorption to lot line ft - Separation of pits ft. LOCATION OF SYSTEM ON OPE TY (circle one) Front - Rear - Left si e - ght side - CCIMMENTS : {,t4-rr, Co V&7� xtrc— erµ P Pur7 OUA� >JQ R l,Aj fj&Crr .Al0 GAS CAN �R(�scr � �-1 � +� ,�.xv� � ►if-y�► Or- SYSTEM USE APPROVED YES NO B ilding In ector 01/86 and Vl Dawn aI Q"een ,lg"ray BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R. Q. 1 Box 98 Oueensbury, New York 12801 SEPTIC DISPOSAL SYSTEM INSPECTION NAME LOCAT I CXN ► DATE to �/ 9Z._- PERMIT NO. _ ! L SOIL TYPE - Sand - Loam - Clay - Percolation Test Required? YES - NO Percolation rate - Min/Inch - TYPE of SYSTEM: Absorption field , total lengtil Length of each trench r Depth of trenches Size of gravel SEEPAGE PITS4Nuinber of) Size- ft. X ft. Gravel size PIPING : Sized Type Bldg . to tank t Tank to list . box Distw box to field/pit Openings sealed? YES NO Partial LOCATION/SEPARATIONS: Foundation to tank ft. Foundation to absorption ft . Absorption to lot line ft . Separation of pits r ft . LOCATION OF SYSTEM �bN PROPERTY (circle one) Front - Rear - Lef side - Right side - COMMENTS : d -I ( l k/VV L� �J IAY r l M io C L^4f-i m L 1 � 1' L/ SYSTEM USE APPROVED YES N Bui ding In pector 01/86 and v1 1►I 612 614� f%PE4 OF SM.ri� //NES, POP�.4Rs 4 /''I,4�r�s 606 604 602 OT.r/F, ;e L-4.va5 OF 6k2ejql- h' #� �'l.4.e%cy v E. Sr,9eC REPUTED WELL LOCATION L,9/var iV�F 600 / / STONE '--_-�-- DRIVE L / 5' / � `— �— -- T — 580578 596 594 592 590 588 58 — — 584 582 OrW6L- L,4•IZ15 OF 1-4A1as /V/F V,t/ 0litVC1V NEW YORK STATE DEPARTMENT OF HEALTH GLENS FALLS DISTRICT OFFICE Dated:1�2 These plans For: S eta �1 r. 5 u S ;jam are hereby approved by for the State Commissioner (0 Health Coast E Not 11 Not I5 _Town of Town of B�t�R "-C'ND I Lake George Queensbury � ! hlorl�n dole �� kd n ' r r�1'tit�t6 J,`/ S/T6 LOGAT/ON N%AP TEsr /'0/7- N' - 92 e - *&- S• ,001.Co,4M w/G.P•4✓eZ 14 4Xe-R & '`/B" TEST HOLE O1• 0" - 6' TOPSOIL 6" - 5' GRAY SANE WITH GRAVEL AND SOME SILT 5' - 11' GRAY FINE SAND, TRACE SILT AND LAYERED COARSE SAND ROOTS PRESENT AT 11' PERCOLATION TEST AT 11', 3 MIN. PER INCH TES T HOLE 0" - 6' TOPS',IL 6" - 5.5' BROI,IN SI.ND, LITTLE SILT, BOULDERS TO 5' 5. 5'- 9 BROY:N FIf' 3, SAND, SOME SILT, LAYERED C �p�y :vDGRAVEL M �!, j ® F P.00TS D RESET: P AT 8 ' • k v PERCOLATION TEST AT 8', 2 MIN. PER INCH, !.L®ING ELT HOLE V REVIEWED BY 0" - 4" TOP:'OIL 4' - 4.5' 4.5' FINL SAND, SOME SILT, BOULDERS TO 3' DATE Z - 10, BROWN GRAVEL, FINE SAND AND SOME SILT FOOTS PP.FSENT AT 10' PERCOLATION TESTS AT 10', 3 MIN. PER INCH Adn3�3l FILE CO J SB Y �IS„ C1EPT,, TEST :i,LE _ 0 a : I OWN ORE QUECEIVEE.DNSBUH.. 0. 8" - 2.51 r' i tvl. FAi i?, SOME SILT APR 2 8 1992 2.5' - 7' CRA:' FIND SAND, SOMF SILT AND GRAVEL 7' - 10' RED BROWN SAND AND GRAVEL, TRACE SILT ROOTS PRESENT AT 8' LDG. &CODE DEFT. PERCOLATION TEST AT 81, 3 MIN. PER INCH S�evEr /'14,13PI 4 Br V44- DGISEN Sr s L.4.vd � .es, : 1 7U 6� Aua, New k�, a+r� :57cT .?, /9B7 APR 2 71992 / d..e. // I y 27- 9z 1,PEI/. F oM S'E-EP�9GE P1 7-V To c.0 REV.: BY: DATE: I NOTE: GEORGE H. & MARILYN E. STARK MO HIC AN MOTEL > SEPTIC PLAN FOR 6 UNIT MOTEL BLDG MORSE ENGINEERING 99 LOWER DIX AVE. TOWN OF QUEENSBURY-COUNTY OF WARREN -STATE OF NEW YORK QUEENSBURY, N.Y. 12804 i\� f DESIGNED: CHECKED: SCALE SHEET OF DRAWING NO.: M. DEAN R.S. MORSE 1"=30' .2 SHEETS DRAWN: DATE• PROJECT NO.: J. MANCINI //-27- 92 91- I24 eM,IN GROUNDWATER.. ' IMPERVIOtIe LAYER TOPSOIL FOR SETTLING BEDROCK Ile CROSS SECTIONAL VIEW LONGITUDINAL VIEW I�MAX: 6 ?J ' ,•r T i vR 2 MIN, _FLU SDR-35 PV.C. n n In art � '' ' `� In In r• .�`:';: v r PERFORATION DISTRIBUTOR PIPE TRENCH PROFILE NOTE: -DO NOT INSTALL TRENCHES IN WET SOIL -RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GRAVEL -END OFALL DISTRIBUTOR PIPES MUST BE PLUGGED UNLESS INTERCONNECTED -SPACING OF ABSORPTION TRENCH 6'-0"O.C. ABSORPTION TRENCH DETAIL NOT TO SCALE 'DA2 DIST. BOX ABSORBTION TRENCHES (o Ca S1Z SEE SCHEDULE FOR LENGTH AND NUMBER OF LATERALS r� • TYPICAL LEACH FIELD LAYOUT NTS. f 6"O.C.(TYP) i No. 2 DISTRIBUTION BOX —FINISHED GRADE OR TOP OF PAVEMENT / IN ALL DISTURBED AREAS, REPLACE CIIRPAN: TO nRinlNA1 f`nNi)ITinN SAND CUSHION-- 12' 12w f. ROCK O.D. PROPOSED PIPE 13" LETS - EIGHT KNOCKOUTS WITH HIGH DENSITY POLYETHYLENE PIPE SEALS. TOP, BOTTOM, AND SIDES ALL 11�" THICK NOTES: 1. THE EXCAVATED TRENCH MATERIAL SHALL BE DEPOSITED AT THE SIDES OF THE TRENCHES AND USED FOR BACKFILL UNLESS DECLARED TO BE UNSUITABLE BY THE ENGINEER. BACKFTLLING IN THE TRENCHES IN WHICH PIPE HAS BEEN LAID SHALL BE DEVOID OF STONES LARGER THAN 3" FOR AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPES. UNSUITABLE EXCAVATED MATERIAL SUCH AS PEAT, MUCK, ROCK, ETC. SHALL BE REMOVED FROM THE SITE AND REPLACED WITH MA T cE, IAA ACCEPTABLE TO THE ENGINEER. I. kV4ffXE Ba"1 Qe,,07;V alb' C4411tel JE 1Wi.V1-W1,^/EO ,lI/i40--111 OPAit,049E ,SlIl 'Ta f-Y/.WP ST./7iOr(/ .41,e 64P MUST 45E ,o,Pbl//OEb AT OisT.P/Bur�aw 6b)C %D ,�PEI/Eil/T S/P.fbi✓/NK. FORCE MAIN TRENCH DETAIL Not to Scale NEW YORK S I ATE DEPART ME N I UE HF i1t Ili GLENS f A[AS DISIRICT OFFIL'E Dated: These plans for: are hereby approved by th Tor the State Commissioner of Hey, Scale: 1 1'- EXPLOSION PROOF JUNCTION BOX POWER do ALARM --- INSTALL ALARM IN HOUSE INLET FROM --� SEPTIC TANK IN``UENT BAFFEL A t A Di n . • O•O�•.1•.❖•O • :•r•OdOOi'Oi•.O.Oy ..... •: .•. �Sss"'fSuihSt`<�Sut`4S w•. �` �`:i�TFi.vr;..i�ki.r,'}�:tit� 2'—Ow n» COVER W/ 2'-0"$ ACCESS EXTENSION AS REQUIRED t �I 1 I NI 10 - EXISTING GRADE , c ✓EMEt/T SDR-26 FORCE MAIN To Ois'rR1Affa77e. / ,60X GATE VALVE yB Of /f4A11eeZ /Alftll 3 SEALED MERCURY--' `-10, 230V, EFFLUENT PUMP FLOAT SWITCHES NOTE•' SEE CHART FOR SIZES III .sr.•n-io v To o woE FaP fjlp %PqF.�/c ,(.oga�N6. EFFLUENT PUMP DETAIL Not to Scale 1) ALARM SHALL BE BY BOTH LIGHT AND ALARM BELL. 1) SEPTIC DESIGN 2) ALARM BELL AND LIGHT SHALL BE LOCATED ON EXTERIOR OF BUILDING PERCOLATION RATE - 2 MIN. 40 SEC. AT TEST PIT 4 - 4/24/92 IN A READILY ACCESSIBLE LOCATION. 3) SHOULD ALARM BE ACTIVATED, NO EFFLUENT SHALL BE ALLOWED TO APPLICATION RATE - 1.2 GPD/S.F. ENTER THE PUMP STATION UNTIL THE PUMP STATION HAS BEEN 6 MOTEL UNITS AT 100 GPD/UNIT = 600 GPD RETURNED TO ITS NORMAL OPERATING FUNCTION. 600 GPD : 1.2 GPD/S.F. = 500 S.F. 500 S.F. s 2 S.F./L.F. = 250 L.F. REQUIRED USE 6 LATERALS AT 42' EACH 252 L.F. PROPOSED 2) PUMP STATION DESIGN PUMP AT ELEV. - 596.0+ APR 2 71992 DISTRIBUTION BOX AT ELEV. - 616.0+ DIFFERENCE IN ELEV. = 20.0 FT. HEAD 310 L.F. - 2" PVC + 7 ELBOWS + 1 GATE VALVE = 344 FT. X 1.6 FT. F/L/100 L.F. 5.5 FT. HEAD USE TOTAL HEAD LOSS 26.0 FT. REV.: BY: DATE: NOTE: 48" I.D. PUMP STATION PROVIDES 94 GALLONS STORAGE/L.F. GEORGE H. & MARILYN E. STARK 252 L.F. 4" PVC REQUIRES 163.8 GALLONS X .75 = 122.85 GALLONS _ PER DOSE (MIN.) SET FLOATS ON TO OFF 15" TO 18" DIFFERENCE IN ELEVATION. MO HIC AN MOTEL r r' � , ° `` SEPTIC PLAN 3) PUMP DESIGN FOR 6 UNIT MOTEL BLDC MORSE ENGINEERING 252 L.F. 4" PVC PIPE AT .65 G.L.F. = 163.8 GALLONS WLOSMDDCA1E 163.8 GALLONS 55 MIN. RUN TIME = 33 GPM OWN OF QUEENSBURY-COUNTY OF WARREN -STATE OF NEW YORK �+sOMY. N.Y 12W4 GOULDS MODEL 3885 SERIES WE05Fi PROVIDES 40 GPM AT 34' HE. I ,a,p DESIGNED: CHECKED: SCALE ;INLET OF DRAWING NO.: PUMP PROVIDES RUN TIME OF 3 TO 4 MINUTES. �D ;� J. HUNTINGTON R.S. MORSE 1"=30' SHEETS G>r Nc`N' 2 - - DRAWN: DATE: PROJECT NO.: S J C M y-z;?-yz 91-124