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1991-859 BUILDING PERMIT TOWN OF QUEENSBURY12, No._ 91-859 WARREN COUNTY, NEW YORK PERMISSION is hereby granted to Mohi can Motel Lake George Rd Route 9 Street, Road or Ave. OWNER of property located at 9 in the Town of Queensbury,To Construct or place a Demolition of Motel units 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 & Marilyn Stark 0. 2. CONTRACTOR or BUILDER'S Name +� AXIS Enterprises Inc. 0 6 Highland Avenue ro 3. CONTRACTOR or BUILDER'S Address rD 4. ARCHITECT'S Name 03 rD 5. ARCHITECT'S Address 0.� c+ O O 6. TYPE of Construction—(Please indicate by X) ( )Wood Frame ( ) Masonry ( I Steel ( 1 7. PLANS and Specifications No. Demolition of Motel Units 25' x 46' as per application 8. Proposed Use To build new units $ 20.00 PERMIT FEE PAID —THIS PERMIT EXPIRES 19 (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 ( 1 th Day of December 19 91 SIGNED BY / for the Town of Queensbury Building and Zoning I Spector TOWN OF QULFNSBURY - • APPLICATION FORC7/—cp, ,, DEMOLITION PERMIT k.57' • DATED �)/1/'Al FEE PAID $ ;JY INSTRUCTIONS FOR COMPLETING THIS APPLICATION. `yam - h ' ua9i 1. All applicable spaces are to be completed. � B �g � & � � cap�a o 2. TWO Plot Plans are to be submitted, drawn to scale, showing: a. Lot boundaries with dimensions and adjacent roads & streets b. All existing structures, with indications as to those to be removed c. Location of all utilities 3. Fee submitted per current Fee Schedule, payable to "Town of Quee sbupy". /� JYi� C d / / THE OWNER OF THIS PROPERTY IS: 0j 1 v y.12 V eg/ //4 j) c.74A1-- P.O. Address: ke1 Pc/ 7 TEL. 2 - Property Location: Tax Map No.3 y/ // .3 Street number or building lot number Person Responsible for work 1:5- ,1 1;A Address !��/f/, ,. (77 Telephone 7 2.2) / 5-6/ The following building(s), located on the property described above, are to be removed from that property. • REASON FOR REMOVAL 7-0 1(4 / k/ C iS Previous use of building (circle one) �n Residence - Garage - Storage - Busin)- Other i' �,L/ Have all utilities been disconnected? Gas Electric .> Propane Water X{ Size of building(s) 1. 5ft. x Cf'Co ft. Location on property e- 2. ft. x ft. 3. No. of Stories 1 4. Foundation type (circle one) full cellar - crawl space slab. Foundation will remain -be removed X . 5. Another structure wills will not , replace this building. Replacement of structure will require application for Building Permit. SPECIAL NOTES: SIGNATURE ,/� / „46, , Owner,owf{ier's agent, archiehect Contractor TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW 0 TELEPHONE (5 8) 745-4447 ' BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED NAME ,!04 rz,•r �!G LOCATION M 9' DATE /a/A PERMIT 7 9i TYPE OF STRUCTURE RECHECK APPROVED N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONS\ BLE FOR PROVIDING PROTECTION tROM FREEZING FOR 48 HOURS FOLLIWING THE PLACEMENT OF THE CONCRfTE. MATERIALS FOR THIS PURPOSE ON SITE FOUNDATION/WALL POUR REINFORCEMENT IN PLACE „irk, FOUNDATION/DAMPROOFING BACKFILL APPROVAL ROUGH PLUMBING PLUMBING VENT/VENTS IN PLACE W PLUMBING UNDER SLAB 4 FRAMING: JACK STUDS/HEADER BRACING/BRIDGING JOIST HANGERS / JACK POSTS/MAIN BEAM J HEATING ROUGH-INS 1 INSULATION: I FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES REMARKS: /g' ARRIVE DEPART NSPECTOR oil ON i r II I l :A OF G/.4KS, i /APLES P//v 5 598 596 594 59 �� �O PiQOPOSEO S/GT FENCE 600 590 — — \ X ,16) I STY, I BR 5 UNIT MOTEL 16 x 1241 BU/LD/NG #1 ri°' P�eo SED 6 1 EJL CONC. UT ADD/ t/DN LE / ONC CURB k i7' - 8 EGTi✓E APPROX. 3EPT/ TANK POOL LOOTION /sx Fie) # 3 WD. Y Our o� f YA 5 At1h, �� / O`N R s 30' t Q� uau 776N LAY LEYE! POOL 1 I I•°� � CONC. AREA I � x v` y D/NG2 X I� 1 I BOIL I _TE_LE_ I STY, I BR , 7 UNIT MOTEL 18 x78 x I— F� TELE_ UTILI-GAR. - - POLE ;1� . 16,x 24 UT. POLE x X j�OFFICE x —x I 1 5U/LD/N6 ¢ / I STY, I BR, 7 UNIT MOTEL 18 x 86 / BRICK V44L.L APPROX. LOCATION EXIST, SEWAGE DISPOSAL SYSTEM O �QZ I I CONC CONC/ICURB Z / / TRW W / X� ISTY,IBR, �it P ED I �!J a. 5 UNIT _ I Q MOTEL, EA 18'x (0 I a SIGN Q 616�� . �c. 3•/8 618 a �.:�� ti 0 P E 't �4 FENCE X I`4s BPLANTER' BU/LD//✓ GROUSE COURT H 2 BR, ELL G2BOILL/N6 32 STY, 48 244 I x Y0 \ 6�0 V - ' . ��< � 17 MOTEL 4UN 1 40 x 45 p / - PARER r i J w 618 �� _ - -- -- -- _- — -� 612 610 608 6d6 604 � ' I I� 616 614 I / CONC ' x 602 I il ' X BU/LD1N W 6 MOTEL 3U/LD/NG ISTY, 28R, f / ENCLOSED 60C iI \ POOL I I *� ,N421x 62 FENCE--- a.{ a' FENCE. %r x Q � CONC. SLABS - 7 (TYR) h+ .e'er Yr ,. i / GGul I I AREA OF /vI/)(ED o 598 � �,, , � z�,, i. �^r.3 74, l;d GAS TANK N834- 4/3 - 30 —� STONE - DRIVE—- 576 a 596 594 592 590 588 586 % 580 578 584 582 O7.6e Z_4Aln5 OF GEo e6E fi /`9�ei�r/v E. Sr.4.ee AC. /276 '-ZD'- 5Zo"AV- )Notf 0 "s k, Rd - _Town of Town of \— Lake George I I 5(jeensbury BLfTLFR pCNL) T \Q S _ C ' tll 20 r. J.j C(.F L� k F 11) S/T6 LOG/9T/ON / '/AP fire W" 4 "p (-01-urr I DR(gM a 5 � M°rri, d ka } I 3 3J° n GENERAL NOTES 1. THIS SEWAGE DISPOSAL DESIGN IS BASED ON EXISTING TEST PITS AND PERCOLATION TESTS PERFORMED IN NOVE:MBER OF 1988. 2. THIS SEWAGE DISPOSAL DESIGN WILL MEET NEW YORK STATE DEPARTMENT OF HEALTH CURRENT STANDARDS. 3. THIS SEWAGE DISPOSAL DESIGN MAY NOT MEET NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC) CURRENT STANDARDS, DEPENDING ON SOIL EVALUATION IN THE DISPOSAL AREA. 4. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION WILL REQUIRE A STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM (SPDES) PERMIT PRIOR TO INSTALLATION OF THIS SEWAGE DISPOSAL SYSTEM. 5. THIS SEWAGE DISPOSAL SYSTEM MEETS ALL HORIZONTAL SETBACK REQUIREMENTS AS SHOWN ON THIS DRAWING. 6. THIS DRAWING REFLECTS SEWAGE DISPOSAI. DESIGN ONLY AND DOES NOT REFLECT GRADING, STORMWATER DRAINAGE, LANDSCAPING, OR BUILDING DESIGN. SEWAGE DISPOSAL DESIGN BASED ON - 1. SIX (6) MOTEL UNITS WITHOUT KITCHENS. 2. PERCOLATION RATE OF 0-5 MIN./INCH. 3. WATER TABLE, LEDGE OR IMPERVIOUS LAYER BEING AT 15 FEET OR DEEPER. 6 MOTEL UNITS AT 100 GAL./DAY = 600 GALLONS 600 GALLONS _ 1.2 GPD/S.F. = 500 S.F. REQUIRED 1 SEEPAGE PIT 8' DIAMETER X 8' EFFECTIVE DEPTH = 201 S.F. USE - 3 SEEPAGE PITS 8' DIAMETER X 8' EFFECTIVE DEPTH* = 603 S.F. * EFFECTIVE; DEPTH IS INVERT OF INLET TO BOTTOM OF SEEPAGE PIT. SEWAGE DISPOSAL SYSTEM SOILS & PERCOLATION TEST DATA !(deg TEST HOLE #1: 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 TEST HOLE 42: 0" - 6" TOPS IL 6" - 5.5' BROVN SRiaD, LITTLE SILT, BOULDERS TO 5' 5.5' - 9' BROi:N FIF_ SAND, SOME SILT, LAYERED COARSE SAND :•tiD GRAVEL ROOTS PRESENT AT 8' PERCOLATION TEST AT 8', 2 MIN. PER INCH TECH, OLE 3: 0" - 4" TOPSOIL 4" — 4.5' FINE SAND, S014E SILT, BOULDERS TO 3' BUILL)fg 4.5' — 10, BROWN GRAVEL, FINE SAND AND SOME SILT d 4k POOTS PRESENT AT 10 PERCOLATION TESTS AT 10', 3 MIN. PER INCH TEST :TOLE #4: 8" — 2.51 r , IMF; ShND, SOME SILT 2.5- i' GRAY FILE SAND, SOME SILT AND GRAVEL '7' - iG' RED BROWN SAND AND GRAVEL, TRACE SILT ROOTS PRESENT AT 8' PERCOLATION TEST AT 8', 3 MIN. PER INCH SvPVEY �AOP/�1/b �Y l�.v DusE�v 4114 S72F?x� L4 -Z) Sue✓Es"�oes, GG6.LCS ELLS, /l/Ew �/, Li9TE0 OGT 2, /9B7 REV.: BY: DATE: I NOTE: GEORGE H. & MARILYN E. STARK MOHICAN MOTEL t SEWAGE DISPOSAL DESIGN ` FOR 6 UNIT ADDITION TO BLDG. I MORSE ENGINEERING / 99 LOWER Dix AVE. TOWN OF QUk-ENSBURY—COUNTY OF WARREN —STATE OF NEW YORK QUEENSBURY, N.Y. 12804 \ DESIGNED. CHECKED: SCALE ISHEET---L—OF DRAWING NO.: \v M. DEAN R.S. MORSE 1"=30' SHEETS DRAWN: DATE: PROJECT NO.: J. MAN01 10-29-91 91-117 - — WO':E� 1tiI�•E FENCf (MIN. 14 :' (;AUGE, MAX. 6" MEFH SPACING) j 10' 0" MAX. C TC C MIN. FENCE POS 1, DRIVENMIN. 16" INTO GROUND t , i E� PERSPECTIVE VIEW WOVEN WIRE FENCE (MIN. 14 1 -'2 GAUGE; - MAX. 6" MESH SPACING) FLU>W_ MIN. 8" INTO j �ECTiJN r - UND" I,4RRED (;ROUND STVJARD SYMBOL -- - S -- -- S --- S- - -- N_O TES: 1. WOVEN WIRE FENCE 10 BE FASTENED SE(;Uf,EI-1 POSTS: STEEL F17HER T OR U TO FENCE POSTS WITH WIRE TIES OR STAPLES. TYPE OR 2" HARDWOOD 2. FILTER CLOTH TO BE FASTENED SECURE:-Y 'U WOVEN WIRE FENCE WITH TIES SPACED FENCE: WOVEN µIRE, 14 112 GA. EVERY 24' AT TOP AND MID SECTION. 6' MAX. MESH OPENING 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER - FI; TE FIL?ER CLOTH: FI;' TER X, X, LAPPED BY SIX INCHFS AND FOLDED. I S7AB1— 4. MAINTENANCE SHALL BE PERFORMED AS INKA T140N OR APPROVED EQUAL.NEEDED AND MATERIAL REMOVED WHEN 'BULGES' DEVELOP IN THE SILT FENCE. PREFABRICAIED UNIT: GEOFAB ENVIROFENCF, OR APPROVED EQUAL FABRICATED SILT FENCE Not t0 Scolo 5 2 - 1 3 10P 4 BOT 1 -8 a q /. 2 -2 NO LIQUID LEVELLERS '*N1 5 I 4 4 TANK WEIGHT, LBS I ANK. LIQUID S171_ 10i.11 SIDE LEVEL I TOP � I BOTTOM TOTAL GALS I HFIGHT 'L' C' j I' SECTION SECTION WEIGHT 1(R)(1 I I" - Ir I y U" L5 - (i" 1 5' - 9" 5683 1 5214 1 10,897 i a 24 1.1) / TAPERED ('l ll(_; �;! ;'1'I(:A t3-2 1000 GAL. CONCRETE SEPTIC TANK HEAVY DUTY No.3 DISTRIBUTION BOX — 1 0" x 1' 3" TAPERED HOLE AND PLUG \— OUTLETS (1:3) 4" DIAM. KNOCKOUTS WIT I -I HIGH DENSITY POLYETHYLENE PIPE SEALS. fi (TYPICAL FOR ALL 3 INLETS) Pavement (New paving or patch per paving detail above, as necessary.) CONC � I x � BU/LD/NG # 2 I I I I PARKING LAYOUT SCALE / "= 30' PROVIDE 12" MIN COVE4 OVER TRAFFIC COVER 8" TRAFFIC COVER GEOTEXTILE FABRIC 0 0 ( LAY OVER CRUSHED STONE) 4"PVC- SDR 35 ' INLET PIPE INV. OF INL ICJ' ❑ �' ' `. - � 4" PVC � ( RING OF LAY LEQUALIZATION LEVEL BETWEEN I I] ® © CRUSHED LSTONE w/12" SEEPAGE PITS) F= UNDER FOOTING oL9 n I (STONE SIZE 1 I/2 - 2I/2 ) w a� SHIP LAP JOINT wLL co LL-1j BOTTOM OF SEEPAGE PIT I 8' 4" Topsoil /Seed a Turf Establishment (Restoration as necessary) i New paving, Existing pavement or turf 6I 6 Select Gronuier Moterioi + (Compact to 95 /o Modified Proctor) NOTE: Depth to invert as shown on site plan. Limit of trench excavation SANITARY SEWER TRENCH DETAIL N.r.$. L��— '_ t p 6'-8" 1p- 8 - 8" SEEPAGE PIT DETAIL_ N•r.5. FOOTING BUILDING REV.: BY: DATE: NOTE: GEORGE H. &. MARIL M E. STARK MO HIC AN MOTEL 1AfA DETAILS MORSE ENGINEERING Dip LOWER DIX AVE. TOWN OF QUEENSBURY-COUNTY OF WARREN -STATE OF NEW YORK QUEENSBURY, N.Y. 12804 DESIGNED: CHEF SCALE: SHEET OF DRAWING NO.: M. DEAN R.S. MORSE As Noted Z SHEETS DRAWN: DATE: PRO,IECT NO.: — J. MANCINI 1 10-29-91 91- 1 1% S2