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95-071 CERTIFICATE OF OCCUPANCY TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK Date June 30 19 95 This is to certify that work requested to be done as shown by Permit No. 950 7 1 has been completed. J NGLE FAMILY DWELLING This structure may be occupied as a CI-41;4;1041LE ED. Location Owner '..IIANNEE . ALBERT P TAx Ila By Order Town Board NO 3-28 TOWN OF QUEENSBURY • 1 V-Q Cr-4/LN 5( Director of Bldg. & Code Enforcement BUILDING PERMIT VALUE $ 170000TOWN OF QUEENSBURY No. 95071 TAX MAP NO. 13. -3-28 WARREN COUNTY, NEW YORK PERMISSION is hereby granted to CHANESE. ALBERT F. & CLEVERDALE RD. OWNER of property located at Street, Road or Ave. in the Town of Queensbury,To Construct or place a SINGLE FAMILY DWELLING 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 54 HAMILTON AVE. FORDS, NJ 08863 2. CONTRACTOR or BUILDER'S Name MATTHEWS. JOHN 3. CONTRACTOR or BUILDER'S Address 4. ARCHITECT'S Name 5. ARCHITECT'S Address 6. TYPE of Construction—(Please indicate by X) SINGLE FAMILY DWELLING ( 1 Wood Frame ( I Masonry ( I Steel ( ) 7. PLANS and Specifications No. 2239 SQ FT SINGLE FAMILY DWELLING AS PER PLOT PLAN SPECIFICATIONS 8. Proposed Use SINGLE FAMILY DWELLING $ 256 PERMIT FEE PAID —THIS PERMIT EXPIRES February 27 19 97 (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 13 D y f March 19 95 SIGNED BY for the Town of Queensbury Building and Zo i Inspector • TOWI - OF QUEENSBURY REVIEWED BY: __________ t_____c 0 (COMMUNITY DEVELOPMENT DEPARTMENT BUILDING & CODE ENFORCEMENT FEE PAID: 531 BAY ROAD QUEENSBURY, NEW YORK 12804 PERMIT NO. J (518 ) 745-4447 �� I �� L . BUILDING PERMIT APPLICATION C A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. NO INSPECTIONS WILL BE MADE UNTIL APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. All applicants ' spaces on this application MUST be completed and the signature of the applicant MUST appear on the application form. OWNER OF PROPERTY: .A L 2e1-2-q i 4-,8..N.Wise. Mailing Address : =34- E-1-AMII Tas1 te, , P .. 1/3 0806, Telephone Numberr(s ) : Work 7,. / 9U3 4L44 Home ,4 2'i,3"j,g 14..- Other PROPERTY LOCATION: G(.—1/ DALE 12e9A-C2 C rI06) ✓ c 4A- , J1 ( - ?-) Tax Map Number: Section r12 Block ''. Lot �� Subdivision Name: Lot No. NATURE OF PROPOSED WORK: ESTIMATED MARKET VALUE OF THE I CONSTRUCTION: $ 1-7O5 ODU NEW BUILDING: - �"`k RESIDENCE/COMMERCIAL OCCUPANCY INFORMATION,8, 4 �f -;-- -, ADDITION TO BUILDING: PRIMARY BUILDING - / ^y '4 RESIDENCE/COMMERCIAL X Single Family fA_linc ` \ ALTERATION TO BUILDING: Two Family Dw Ying RESIDENCE/COMMERCIAL Family Dwe ing ikPk , S O.( (NO CHANGE TO EXTERIOR SIZE) Office fec OTHER WORK (DESCRIBE BELOW) Mercantile N iowr:ived f ;MI Warehouse 02, Queens pt e/ ,j Manufacturing=:\ ic, 4.14 t., Other 9c, i„, / GROSS AREA OF P OPOSED STRUCTURE: 1ST FLOOR / t1 SQ. FT. /s,, -~"' IF ADDITION, USE OF NEW ADDITION: 2ND FLOOR 9J ) SQ. FT. WO OTHER FLOORS SQ. FT L 5 " 1 _"eJ (not unfinished cellar or basement) ACCESSORY BUILDINGS: ` i+-)4,"1 G) 4 r3--S F-, V X Detached Garage- One/Two Car TOTAL FLOOR AREA: /2 / SQ. FT. Attached Garage - One/Two Car Private Storage Building SIZE OF NEW STRUCTURE : Commercial Storage Building Other * 52-O FEET X 6-49 FEET Set Foundation Type: '`4 '�-G 15 _ Will any second-hand or ungraded Number of Stories : Z lumber be used? If so, for what? (habitable space only) + Height (grade to ridge) : .® ` feet Type of Heating System: Number of fireplaces and/or woodstove (circle all which a lies) to be installed: I Electric / Oi..L/ Gas / Wood Forced Ho�Air )/ Baseboard / Other PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CODES IS: t TstPe- NAME OF BUILDER/ADDRESS/PHONE : ,.,)O4 -t M4 I 1 4e.\�61 #'�'` /C`' 6, 4,46 yq .,©? NAME OF PLUMBER/ADDRESS/PHONE : NAME OF MASON/ADDRESS/PHONE: NAME OF ELECTRICAN/ADDRESS/PHONE: DECLARATION To the best of my knowledge the statements contained in this appli- cation, 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 ' ^^ued, _an AS BUILT PLOT PLAN drawn to scale, showing actual location of 'ect or� re sep . Signature LL/ (Owner, own r' agent, �hi-�tect, ontractor) FOR ANY SPECIAL PROVISIONS - SEE REVERSE SIDE: TOWN OF QUEENSBURY 531 Bay Rd., Queensbury, NY 12804 APPLICATION FOR SOLID FUEL BURNING APPLIANCES AND CHIMNEYS Date 6 MAt2.6N ,19 Permit No. E - 07 / APPLICATION IS HEREBY MADE to the Building Dept. for the issuance of a Building and Use Permit pursuant to the New York State Fire Prevention and Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. Please fill out additional form if more than one appliance and/or chimney. Applicant -FA(. E. -o 4(&lt. 1-41 66,T. APPLIANCE (check appropriate boxes) Address 214 o. p *b STOVE: ❑Wood o Coal o Pellet ❑ Gas �f 0 FIEPLACE INSERT CQU,I [,c ,Yl I Zip '2,0g4 FIREPLACE, FACTORY-BUILT: Wood ❑ Gas Phone 1J3 '13 0 FIREPLACE, MASONRY: Wood Gas Owner - i.esea F C-4-4-Artgej s 0 FURNACE: ❑ Wood p Gas ❑ Oil Address 614 1-14Ntit-r0/4 A' , IF NON-MASONRY APPLIANCE: Manufacturer: U 4T-N-4 L, ff Zip £ 89 3 Model: 4.0.& 4/ EM4- 1 Phone gag _°1bZ3 5864 4 CHIMNEY (check appropriate boxes) *EXACT ADDRESS of proposed co struction fly' oe G461.450.4 e C;l02,0f 6 ) 0 MASONRY: 0 Block 0 Brick 0 Stone GLe ae it/yrk. FLUE: ❑ Tile ❑ Steel Size: inches CONSTRUCTION / INSTALLATION MUST XFACTORY-BUILT: CONFORM TO NYS FIRE PREVENTION & Manufacturer: `Y0- Model: BUILDING CODE. CONSULT AVAILABLE Listed By: L. Number: TOWN OF QUEENSBURY HANDOUTS ❑ Double Wall 10 Triple Wall REGARDING REQUIRED INSPECTIONS. 0 Insulated 0 Direct Venting 4,05 Cashier's Department Town of Queensbury, New York Dept: Fire Marshal Amount Collected Amount Received Code Number Title c� A 173 3389 (190) Public Safety d! 5 - A 233 2655 (230) Minor Sales r) Fee Collected Frs�fn or Refunded to: `�t^ x. ___.. A � �1 Cress: ".. f, Dated: 3 -- 7 Town Clerk or Deputy:" White: Applicant Green: Fire Marshal Yellow: Bldg. Dept. Pink& Goldenrod: Cashier's Dept. a fV G 1 ENERGY CODE COMPLIANCE APPLICATION t' TOWN OF QUEENSBURY, WARREN COUNTY e' 9000 HEATING DEGREE DAYS Compliance Methods : PART 5 - Acceptable Practice Method - - 1&2. Family Dwellings (only) PAR'1' 6* - Thermal Rating - Component Trade Offs l&2 Family Dwellings; Multi-Family Dwellings (3 stories or less) PART 4* - Design by Component Performance Commercial Buildings-Hi Rise Residential *Requires submission of worksheets A PLICANT' S NAM PROPERTY LOCATION• i�Jar1LTi� ore�l6iJ) �tl 4 l i ,42G 4f(1—1- < <›i P� o'F Glee/'- 74LG /f4-t76a,,ru e,t 'iz PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1 . Gross Floor Area - �?�'� square feet 2 . Type of Heat - Electric Oil Gas Other 3 . Is building mechanically cooled? Yes X No 4 . Percentage of area of windows and doors Over 17% Under 17% 5 . R-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R-VALUES AS SHOWN ON PLANS SUBMITTED: a . Roof R 3d • b. Exterior walls R z/ c . Glazed areas R 4, (a d. Exterior doors R i4.. e . Floors over unheated spaces R f . Edge of slab on grade (heated building) R N A g. Basement/cellar walls (above grade) R 14. e h. Basement/cellar walls (below grade) R )4. 0 i . Heating/cooling-ducts-piping in unheated space R f� 6 . Service (domestic) hot water treating device Conforms to minimum efficiency per code Yes No TEMPERATURE CONTROL MAXIMUM SETTING 140° - WILL NOT BE EXCEEDED A cans a ure ( Data � Phone Nwi� INSPECTOR' S REMARK : TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 531 BAY RD., QUEENSBURY NY 12804 INSPECTOR'S REPORT: ARR DEPART INT REQUEST FOR INSPECTION RECEIVED: (p/Zq '� U s..7 NAME L 14-41. 6 6+ LOCATION �iC-j,ltfv ?41,,t.., DATE G130 . PERMIT 0 1 C.•°011 TYPE OF STRUCTURE: RECHECK _ APPRIVED N/A ES NO FOOTINGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSI:LE FOR PROVIDING PROTE TION FROM REEZING FOR A8 HOURS FOLLOWING THE PLACE- MENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE IN SITE FOUNDATION WALLPOUR lir REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOFING BACKFILL APPROVAL IF PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING t---_, JOIST HANGERS JACK POSTS MAIN : AM AIR INFILTRATION BARRIE* HEATING ROUGH-IN INSULATION: FOUNDATION WALLS I.TERIOR R i _ - FOUNDATION WALLS E TERIOR R IIIII- FLOORS R- -----�- WALLS R- CEILING R- Ilk DUCT WORK OR PIPI G IN UNHEATED SPACES R- TOWN OF QUEENSBURYRA BUILDING & CODE ENFORCEMENT 001 531 BAY ROAD QUEENSBURY NY 12804 leer' (518)745-4447 4.44.- ARRIVE: VW DEPART: LA/4 INSP:'l: FINAL INSPECTION REPORT - RESIDENTIAL DATE INSPECTION R UU ST RECEIVED: NAME LOCATION // e.iterl4 A4 DATE �7 ✓ PERMIT # 9s7 / TYPE OF STRUCTURE FOOTINGS FOUNDAT ON _ BACKFILL FRAMING ROUGH PLUMBING PTIC _ INSULAT N _ FINAL ELECTRICAL WOODSTOVE OR FIR PLACE N/ YES NO CHIMNEY HEIGHT/B VENT/ EIGHT PLUMBING VENT ROOFING EXTERIOR FINISH DECK/PORCH/STEPS/RAILINGS RELIEF VALVES FURNACE/HOT WATER OPERATING INTERIOR TRIM/PRIVACY DOORS FINISH FLOORS: BATH/KITCHEN WATERTIGHT OTHER FLOORS SWEEPABLE OTHER FLOORS CARPETED STAIR CLEARANCE/RAILINGS SMOKE DETECTORS BATHROOM FANS PLUMBING FIXTURES FOUNDATION INSULATION GARAGE FIRE PROOFING DOOR CLOSERS FINAL ELECTRICAL SITE PLAN/VARIANCE RES FINAL SURVEY PLOT PLA0 OK TO ISSU C 0 ►R C //��.� TOWN OF QUEENSBURY �fwwi BUILDING & CODE ENFORCEMENT � 742 U BAY ROAD12 QUEENSBURY NY 12804 Cr � (518)745-44447J ARRIVE: t DEPART: 1/v INSP:' =F� FINAL INSPECTION REPORT — • SIDENTIAL DATE INSPECTION REqUEST RECEIVED:n n ( I \ �y J NAME \0`�l {:1 ' X LOCATIONCI 41. SC_ DATE � � P EMIT I TYPE OF STRUCTURE , FOOTINGS FOUNDATION BAC , ILL FRAMING ROUGH PLUMBING SEP ,IC _ NSULATION FINAL ELECTRICAL WOIDSTOV OR FIREPLACE N/A YES NO CHIMNEY HEIGHT/B VENT/HE HT PLUMBING VENT ROOFING EXTERIOR FINISH v/ DECK/PORCH/STEPS/RAILING' RELIEF VALVES ✓A90// FURNACE/HOT WATER OPE ING ✓ INTERIOR TRIM/PRIVACY DOORS FINISH FLOORS: /7 BATH/KITCHEN WATE', IGHT �� OTHER FLOORS SWEE'ABLE OTHER FLOORS CAR ETED STAIR CLEARANCE!' ILINGS 6/7 SMOKE DETECTORS BATHROOM FANS PLUMBING FIXTUR S FOUNDATION INS LATION GARAGE FIRE P'sOFING DOOR CLOSERS FINAL ELECTR CAL SITE PLAN/V' 'IANCE REO. FINAL SURVE PLOT PLAN OK TO ;AS C/O '•R C/C J! ,1 4 Alseme- TOWN OF QUEENSBURY 44; FIRE MARSHAL , "( j1 QUEENSBURY, NEW YORK 12804 , ,1 TELEPHONE (518) 745-4424 FIRE MARSHAL INSPECTION REPORT REQUEST FOR INSPECTION RECEIVED (C . (p NAME 6\CVy,„„2I ( I ,I)0 LOCATION _ •;Vf C DATE f�- p''1 D PER IT# �' / APPROVED /A YES NO EXITS AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTING FIRE EXTINGUISHERS AUTO. EXTINGUISHING SYSTEM HOOD INSTALLATION AUTO. SPRINKLER SYSTEM ALARM SYSTEM INTERIOR FINISHES STORAGE: CLEARANCE TO SPRINK ERS CLEARANCE TO HEATI UNIT REQUIRED SIGNAGE / CHIMNEY WOODSTOVE FIREPLACE-MASONRY FIREPLACE-FACTORY UILT REMARKS: U OK TO THIS DATE 2 c-4 /015 ICTOR TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 531 Bay Road Queensbury NY 12804 518-745-4447 SEPTIC DISPOSAL SYSTEM INSPECTION Name C Cp0 es 1)1 Location (\ , '��QQjI �9 c'I ) Date (t1:41.010 41- , ' c-07/ ( q e rm i t # SOIL illeP rfd?-Loam Clay- Results of Percolation Tes (if applicable) Rate-Mi 'ut•/Inch TYPE OF SYSTEM: ABSORPTION FIELD: Total .ngth Length of each trench Depth of trenches Size of stone SEEPAGE PITS: Number- Size - ft. x f Stone size PIPING: Size type Bldg. to Tank Tank to Dist. Box Dist. Box to Field/'it Openings Sealed? Yes No Part al LOCATION/SEPARATII S: Foundation to Tank fee Foundation to Absorption feet Separation of Pit. feet Conforms as per P of Plan Yes No LOCATION OF SYS r ON PROPERTY: (circle one) Front - Rear - eft Side - Right Side Middle Front - , iddle Rear COMMENTS: mac.) c r=vS ate . .. k -co ,40 ._v_..__ 13FvFl_E5IiRw) - cc, Pam- C-c)lagr=CriP 6ciVooLvvte vziNv.-- bF�-Ptltc D�w.J i �'r � %SW' USPAP ROI/Eb: YES NO EX. 6EA - fkgr=4 OF'Arrived:Depa .. - 0;iii i ‘ Itfr‘L";(-4L4pEt;' ri Aries, ,� _ :ui 'in! • .ector TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 531 Bay Road Queensbury NY 12804 518-745-4447 SEPTIC DISPOSAL SYSTEM INSPECTION Name C;N \13� Location C., .v. _ +o Date 6211-21.9 Permi # CI 611 SOIL TYPE: Sand-Loam-Cla Results of Percolation Tes - (if applicable) Rate-Minut: I ch TYPE OF SYSTEM: ABSORPTION FIELD: Total Len. h Length of each trench • Depth of trenches `,Lpv, Size of stone SEEPAGE PITS: Number- Size - f' Stone s' PIPING: •ize Type Bldg. to Tank t� -, Tank to•Di-ct. ex �'' • +t 0 rh-ii Field/Q4Ar tt I. Openings Sealed? 41e4110 o P.rtial LOCATION/SEPARATIONS: Foundation to Tank {Q eet Foundation to Absorptio —5eet Separation of Pits eet Conforms as per Plot Plan 4[ No LOCATION OF SYSTEM ON 'ROPER (circle one) Fron - Left Si,e - Right S de u;G• - .-_ Middle 'ear CD %'ThL>_ \M- q kl3 t %1,3G j3c3A c_v_ oV V\Pti c_e- T G DE 0 Ft t.NRt__ et_F_C - , -TbVbcst L SAD SYSTEM USE APPROVED: YES NO oY, To ?,: _ tL Arrived: a 41110)411P Depart' . : / -, :uilding I ': - or TOWN OF QUEENSBURY4 FIRE MARSHAL OY QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4424 /vm dirczo FIRE MARSHAL INSPECTION REPORT REQUEST FOR INSPECTION RECEIVED 6--0,)-(4.5 NAME Q LOCATION DATE03- 9S PERMIT# 5` D 7/ APPROVED N/A YES NO EXITS AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTING FIRE EXTINGUISHERS AUTO. EXTINGUISHING SYSTE " HOOD INSTALLATION y AUTO. SPRINKLER SYSTEM / ALARM SYSTEM ��/ /I INTERIOR FINISHES ! STORAGE: CLEARANCE TO SP' NKL4RS CLEARANCE TO .' ATING UNITS REQUIRED SIGNAG CHIMNEY / WOODSTOV FIREPL E-MASONRY FfREP CE-FACTORY BUILt "(MARKS: E S OK TO THIS DATE t :f? i 7/PI ti*/ • ZiM", O.-)/e/4-4( 2/015 IN PECTOR av/ ikTOWN OF QUEENSBURY BUILDING & CODE ENFORCE �, 531 BAY RD. , QUEENSBURY NY 804 m� [� INSPECTOR'S REPORT: ARR9' "�DEPA•, / �I"'�INT'V" �-- - REQUEST FOR yls ECTION RECEIVED: 1✓ { NAME _ 9 LOCATION A •(.�. DATE I / 5 ID PERMIT # C `7/ TYPE OF RUCTURE: ,� ,--e L e{ RECHECK APPROVED N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR FO' REINFORCEMENT IN PLATE THE CONTRACTOR IS RE:'•ONSI LE FOR PROVIDING PROTE TION ROM FREEZING FOR 48 HOURS FOLLOWINt T PLACE- MENT OF THE CONCRETE. MATERIALS FOR THIS PUR'PCISE ON SITE FOUNDATION WALLPOUR REINFORCEMENT IN PLACE FOUNDATION DAMPPROOFIN BACKFILL APPROVAL PLUMBING VENT/VENTS IN CE _ _ ROUGH PLUMBING L / A- PLUMBING UNDER SLAB FRAMING: JACK STUDS/ ADERS BRACING/BRI GING JOIST HANG S JACK POSTS MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH-IN / 2SULATION: J /,� .//// FOUNDATION WALL INTERIOR R- /0 _ J/ FOUNDATION WALL EXTERIOR R- FLOORS R- )-- WALLS R- -- — CEILING R- DUCT WORK OR IPING IN UNHEATED SPAC S R- ' --. i , f - / z & e/1 a nn � /' / is 0 .A•T IA/ 4 TOWN OF QUEENSBURY FIRE MARSHAL QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4424 FIRE MARSHAL INSPECTION REPORT REQUEST ONOLyle- Q._ FOR � INSPECTION RECEIVED �j-((-6/5 NAME P \\- LOCATION e_ Q a f • DATE '-/J - 615 PERMIT# " 5 0 7/ APPROVED N/A YES NO EXITS AISLE WIDTHS / EXIT SIGNS \ EMERGENCY LIGHING 1 I FIRE EXTINGUISHE'S AUTO. EXTINGUISHI G SYSTEM HOOD INSTALLATION AUTO. SPRINKLER SY.TE. ALARM SYSTEM INTERIOR FINISHES STORAGE: CLEARANCE TO SP' IN LERS CLEARANCE TO H'ATI G UNITS REQUIRED SIGNAGE CHIMNEY WOODSTOVE REPLACE-MASONRY FIREPLACE-FACTORY BUILT REMARKS: ( 1 OK TO THIS DATE ,,;.0'/-2•--d0-,--,7-'/-r:4"1 "4-11-,F ri, .4":".,dy,/. 4/4.xt (1.941717(:,-//57 4/91 ' 'Wiiiii,4'',Z' --- h.5'- /<-/1/72 1--4.- 2/015 INSP CTOR TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 531 BAY RD., QUEENSBURY NY 12804 INSPECTOR'S REPORT: ARR\;DEPART L IN' ' REQUEST FOR NSPECTION RECEIVED: __ NAME LOCATION 7Qf QJ\ QQ `lam DATE S-(I -01 S PERMIT # S-O TYPE OF STRUCTURE: j O\ RECHECK APPROVED N/A YES NO FOOTI S/PIERS MONOLIT C POUR FORM REINFORCE ENT IN PLACE THE CONTRA TOR IS RESPONSIBLE OR PROVIDING OTE TION FROM FREE ING FOR 48 HOUR FOLLOWING THE PLA E- MENT OF THE ONCRETE. _ MATERIALS FOR THIS PURPOSE ON ITE FOUNDATION/WAL\OUR REINFORCEMENT IN\PLACE FOUNDATION/DAMPPROFING _ BACKFILL APPROVAL r PLUMBING VENT/VENTS "'IN PLAC: // J TROUGH PLUMBING 1J .Y PLUMBING UNDER S L% � 4RAMING: J UDS/HE' DE1 NG/BR r ST HANG JACK POSTS/MAIN I AIR INFILTRATION BARRIER V HEATING ROUGH-IN INSULATION: 1 - FOUNDATION WALLS TERIOR R FOUNDATION WALLS f XTERIOR R FLOORS R- WALLS { R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- • -7-4 )191ts- CFC? /t1;-(Yr/t14,:fv\- TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 531 BAY RD., QUEENSBURY NY 12804 INSPECTOR'S REPORT: ARR/UY(DEPART QJ INT 36. REQUEST FOR Ir ,,EFTION RECEIVED: 57 NAME (✓� fl LOCATION 7^.P J 7e DATE 1 PERMIT # ^ / TYPE OF TRUC URE: RECHECK _ APPRO ED N/A S NO FOOTINGS/PIERS MONOLITHIC POUR FORM I REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIMLE FOR PROVIDING PROTE TION FROM EEZING FOR 48 HOURS FOLLOWING THE 'LACE- MENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE 0 .ITE FOUNDATION/WALLPOUR REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOFING ✓eel9 ' CKFILL APPROVAL PLUMBING VENT/VENTS I PLACE ROUGH PLUMBING PLUMBING UNDER SL,: FRAMING: JACK ST ISLHEADERS BRACIN /BRIDGING JOIST ANGERS JACK •OSTS/MAIN BEAM AIR INFILT' , ION BARRIER HEATING RO GH-IN INSULATI• : i FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- z_.ky f TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 531 BAY RD., QUEENSBURY NY 12804 INSPECTOR'S REPORT: ARR)rZD DEPART, SZY-INT��f✓ REQUEST FOR INSPECTION RECE : .J-- , , --(/5 NAME \ 11 _ e LOCATION (-;0e V�,C f�� DATE ?j- C/ ( 5 1+ERMIT N ] / TYPE OF STRUCTURE: S RECHECK 1 - APP VED N A YES NO FOOTINGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE Fe PROVIDING PROTE TION FROM FREE NG FOR 48 HOURS FOLLOWING THE P • E— MENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE AN SITE, FOUNDATION/WALLPOUR REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOFI BACKFILL APPROVAL PLUMBING VENT/VENT: IN PLACE ROUGH PLUMBING PLUMBING UNDER LAB / FRAMING: JACK STUDS[HEADERS BRA' NG/BRIDGING JO .T HANGERS JA K POSTS/MAIN BEAM AIR INFI 'RATION BARRIER 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- c) V-1 N, TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 531 BAY RD., QUEENSBURY NY 12804 INSPECTOR'S REPORT: ARRA DEPART/%5j' INT P// REQUEST FO INSPECTION� RECEIVED: 3 l_ ! S` NAME _ l AI +^ e Q RI LOCATION _ _ DATE 3 —no ,9 PERMIT # cm- 07 TYPE OF STRUCTURE: S c U 4- i Y- RECHECK APPROVED N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RES 'ONSIHLE FOR PROVIDING PROTE TION ROM FREEZING FOR 48 HOURS FOLLOWINe THE PL• E— MENT OF THE CONCRETE. MATERIALS FOR THIS PURP,SE 0 SITE FOUNDATION WALLPOUR _ REINFORCEMENT IN PLACE Ilr _ FOUNDATION/DAMPPROOFING , _ BACKFILL APPROVAL A PLUMBING VENT/VENTS IN PLATE ROUGH PLUMBING PLUMBING UNDER SLA: FRAMING: JACK ST,DS HEADERS BRACI ; BRID G -_ - JOIS ' `- JA..h0xYqRY ul 4PMIu/R AIR INFILTRATION BARRIER 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- X _.F, 4.1 jr,71- / /15;Ac if <4 6 .- TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 531 BAY RD. , QUEENSBURY NY 12804 INSPECTOR'S REPORT: ARRJ/I1 DEPART//fINT ' REQUEST FOR INSPECTION RECEIVED: 3 — NAME Q Y e s Q ` pk, j LOCATION Qek,.Y 4? DATE 3— I s- v-PERMIT # c5-0?1 TYPE OF STRUCTURE: F 'sdk-c(? RECHECK APPROVED N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTE TION FROM FREEZING FOR 48 HOURS FOLLOWING THE PLACE- MENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE ON SITE FOUNDATION/WALLPOUR REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOFING DACKFILL APPROVAL PLUMBING VENT/VENTS IN PLAC: ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDS/H 'DERS BRACING/BRI, ING JOIST HANGE' S `- JACK POSTS/ 'IN BEAM AIR INFILTRATION rARRIER HEATING ROUGH-IN INSULATION: FOUNDATION ' ALLS INTERIOR R- FOUNDATION WALLS EXTERIOR - FLOORSWALLS CEILING R- DUCT WO' OR PIPING IN UNHEAT 6 SPACES R- ,au � ,,s S// kg- &- p / 4j h- �� s-d o weifl, 3/4j15.- GENERAL NOTES & SPECIFICATIONS - 11 ELEVATION DATUM - LAKE LEVEL = 321.0 ro 2) CONTRACTOR SHALL PERFORM ALL WORK IN ACCORD WITH PUBLISHED STANDARDS OF THE (-vrsl TOWN OF QUEENSBURY, LAKE GEORGE PARK COMMISSION AND NEW YORK STATE Lu FILTER? FAB !c L///DER DEPATMENT OF HEALTH. mi tP 333•o I 7Z7PS0/L ALL AiQOU�t/D �� / Er M /1 3) THE RESIDENCE WATER SUPPLY WILL BE OBTAINED FROM LAKE GEORGE. THE WATER _ _ SYSTEM COMPRISES AN INTAKE, PUMP, DISINFECTION SYSTEM (HYPOCHLORINATOR), :, :, . A r ,4L SYsr t = •. , HYDF�OPNEUMATIC TANK AND DISTRIBUTION SYSTEM. IN THE EVENT OF ELECTRICAL POWER0 ' SEEP To GRASS s OUT GE, ONLY THE STORAGE VOLUME IN THE PRESSURE TANK WILL BE AVAILABLE FOR /�� ."tr~ .•ire �► G %5 x+30fz/o� DOM STIC CONSUMPTION. o Fi Soi C77'�iC.4L EQF LAT GQ• SmAlg A5ep �\ /� //� �VG 4) DESIGN DAILY DISCHARGE FOR THE NEW HOME, FITTED WITH WATER-SAVING PLUMBING = 'i=;s_ FIXTURES, IS 4 x 130 = 520 GALLONS. ---- � MA�(/lFaLQ 5) ALL PRECAST CONCRETE CASTINGS SOE FORT MILLER COMPANY, GREENWICH, NEW YORK. 06 .Sc.oPE Foe CZ��) ��t � 1 3 x (�211 I VIC / ` SET ALL CASTINGS DEAD LEVEL ON 6" OF # 67 CRUSHED STONE. CRUSHED LIMESTONE MqN/ LD iS To LIFT sr,4nat/ SHALL NOT BE USED IN THIS SYSTEM. 6) CONTRACTOR SHALL FURNISH & INSTALL 1250-GALLON PRECAST CONCRETE SEPTIC TANK. m / SEPTIC TANK SHALL BE INSTALLED A MINIMUM OF 10-FEET FROM THE HOUSE AS INDICATED a ON THE SITE PLAN. USE HEAVY-DUTY (TRAFFIC) CASTING FOR VEHICULAR WHEEL LOADS. / BUILDING DRAIN TO SEPTIC TANK SHALL BE 4" DIAMETER SCHEDULE 40 PVC WITH TIGHT JOINTS, 2% SLOPE. BUILDING DRAIN SHALL BE VENTED AND TRAPPED AS SHOWN. \ rt) CL SECTION _ DeILL (Z3)- -%6 SIMPLEX LIFT STATION W MOUND DISTRIBUTION SYSTEM `" Q,e�f/cEs STA��E�Ey \ s db am OF' L.4TE•R.4L.S a U.e/LL ) 1) LIFT ATION SHALL BE A 750-GALLON SEAMLESS SEPTIC TANK. (A HEAVY-DUTY CASTING cn /,V moC ( ENOJCvP. WILL E REQUIRED IF EXPOSED TO VEHICULAR WHEEL LOADS.) ALL PIPE OPENINGS IN THE CASI NG SHALL BE MADE WATERTIGHT. ` WR-1 A ZONING REQUIREMENTS LAYOUT 2) SEW E LIFT STATION STORAGE CAPACITY IS CALCULATED TO CONTAIN THE EMERGENCY MIN. SETBACKS: ORDINANCE REQUESTED HIGH WATER VOLUME, PLUS THREE TIMES THE AVAILABLE DRAWDOWN FROM THE !` FRONT 30' 75' DISTRIBUTION PIPING PRES URE STORAGE TANK, OR MORE. 3) CON ACTOR SHALL PROVIDE A 24" DIAMETER (MINIMUM) CAST IRON FRAME & MANHOLE SIDEYARD 20' (SUM > 501 10' HOUSE COVER, ADJUSTED TO FINISHED GRADE, FOR READY ACCESS TO THE PUMP IN THE 1' GARAGE WETWELL. A 4" DIAMETER PVC SCREENED VENT PIPE SHALL BE INSTALLED AS SHOWN ON 1 Z� 3� I8' 9' 20 REAR 20' 53' TO LAKE SHORE (,urs) THE DRAWING. CQ. PG�K �AST.`°('�(m7�' ; 8U/CDiv� MIN. PERMEABLE AREA 65% 83% 4) THE SINGLE EFFLUENT PUMP SPECIFIED SHALL BE INSTALLED-- AND SECURED AGAINST 334- 3' 61 4, SEES To �,7"55 TRACK GlC/E PERCOLATION TEST DATA MOVEMENT AS SHOWN ON THE DRAWING. INTERIOR PIPING SHALL BE 1 V DIAMETER 333- Tom I MAX. BUILDING HEIGHT 35' 28' SCHEDULE 80 PVC WITH A PITLESS ADAPTER AND GRAB HANDLE FOR EASY REMOVAL OF L!J THE PUMP FROM THE WETWELL. (n PERCOLATION TESTS PERFORMED BY CHARLES H. SCUDDER, P.E. LL ,e�_ ToPSa/L ( z ,. , ., . • 5) A 2" IAMETER THROTTLING VALVE, EITHER BALL OR PINCH VALVE, SHALL BE INSTALLED Q AS SHOWN ON THE DISCHARGE SIDE OF THE PUMP. PERCOLATION TEST PIT 1 PERCOLATION TESL PIT 2 _ 330 _'54AIO)' f/LL STABILIZED RATE = 1" DROP !N 20 MINUTES STABILIZED RATE = 1" DROP IN 20 MINUTES U 6) 2" DIAMETER FORCE MAIN SHALL BE ADAPTED TO 1 'V DIAMETER SCHEDULE 80 PVC TEST PIT DEPTH 26" TEST PIT DEPTH 20" DISCHARGE PIPING OUTSIDE THE LIFT STATION A DISTANCE OF 6-FEET. = = LL T L/,c/E -- __ 7) SLOPE 2" DIAMETER FORCE MAIN BACK TO LIFT STATION FROM ABSORPTION SYSTEM. ~ 'f'/j0E - `5 - 7 8) CONTRACTOR SHALL PROVIDE MECHANICAL VAPOR-TIGHT, LIQUID-TIGHT, SEAL FITTINGS m —� ON PUMP CONTROL AND POWER LEADS TO PREVENT GASES FROM REACHING CONTROL —� •�ZC/ST. �i 2AOG PANEL THROUGH CONDUITS. Q SEA W.lC L C/,vE 9) LEADS FROM JUNCTION BOX SHALL HAVE SUFFICIENT LENGTH AND SLACK TO ALLOW - Ta BE RAISER * I FT) REMOVAL OF PUMP FROM WETWELL AS MAY BE NECESSARY. ALL POWER AND CONTROL 322 `oo 0/40 o WIRES SHALL BE ENCASED IN CONDUIT. �o Q W.S. ELEV. 32/ 10) CONTRACTOR SHALL CONFIRM AVAILABILITY OF 1 15/230 VOLT, SINGLE-PHASE ELECTRIC SERVICE TO LIFT STATION. LONGITUDINAL PROFILE �• CLNVGRDALE H 1" = 10' LEGEND Lac R PUMP AND CONTROLS V I" = 4' < andy ROCKHI -W WATER INTAKE LINE Maw,. Rd Buy 0c 1) PROVIDE SIMPLEX PRECAST CONCRETE LIFT STATION WITH CAST IRON FRAME & COVER • Fielding (SOE CAMPBELL FOUNDRY COMPANY PATTERN NO. 9502, SEALED AGAINST ESCAPE OF ODORS). INSTALL GOULDS MODEL 3885 (WE 05H) EFFLUENT PUMP FOR DOSING PERCOLATION TEST PIT LOCATION I J ABSORPTION SYSTEM UNDER PRESSURE. PROVIDE STANDBY PUMP FOR QUICK LA ¢ REPLACEMENT IN CASE OF PUMP FAILURE. INSTALL (GOULDS A3-2012) NEMA 1 PUMP _ - --•324 - - EXISTING GRADE CONTOUR ;i s^�. r w71 MOTOR CONTROL; THREE (3) GOULDS A2-3 MERCURY FLOAT SWITCHES; ONE (1) GOULDS In,, 1 1 A4-1 HIGH LIQUID LEVEL ALARM ON PANEL INSIDE HOUSE. Z w, 324 - FINISHED GRADE CONTOUR at LA Harris Bay 2) THREE MERCURY FLOAT SWITCHES (PUMP START, PUMP SHUTOFF AND ALARM), MODEL ►- � ' Hl:lmln n' 3900, SHALL BE PROVIDED AND INSTALLED IN THE WETWELL. W Rd • Z � Zoning drninistrator �oSNTeLY �`. �T€Zoni t�F .41M BURY � � ( � �% O.3jt0n Rd 3) A SIMPLEX CONTROL PANEL SHALL BE FURNISHED AND INSTALLED IN THE HOUSE. THE 1 V ( Rd S PANEL SHALL BE EQUIPPED WITH RUNNING LIGHT, H-O-A SWITCH, ALARM LIGHT, ALARM �•• - - /7I,lZ �� BELL AND RESET SWITCH. uj a C U ,D,PGI�SE In d v MOUND ABSORPTION SYSTEM a I � � AG Brayton La / `NI N -- I -- ° A- 1) MOUI4D FILL SOIL SHALL BE SANDY LOAM WITH A STABILIZED PERCOLATION RATE OF NORTH QUEENSBURY APPROXIMATELY 1" IN FIVE(5) MINUTES. DESIGN APPLICATION RATE SHALL BE 1.2 GPD/SF. EMERGENCY SQUAD EX/STIAla C,AP4GE t� N LOCATION MAP 2) MOUND CAP SOIL AGAINST THE FILTER FABRIC SHALL BE LOAMY CLAY TO SEAL AGAINST To gE P/IZEO (BASAZ L�7W) ' P���lEW I-, 16 — — Cf� INFILTRATION OF SURFACE WATER. A SURFACE LAYER OF TOPSOIL SHALL BE SEEDED TO con ;, a0 P0�2GH I LAn K E G 3) MOUND SIDE SLOPES SHALL NOT EXCEED 1:3 EXCEPT WHERE OTHERWISE INDICATED. .'V �P.T21 750 Vt.•. I N (4-xZo) N 4 DISTRIBUTION LAT RAL HA E 1 ' • Q � � •�'' " �-•� 50 ) LATERALS SHALL /z DIAMETER SCHEDULE 40 PVC PIPE, 24 FEET LONG, .� O ( ti O WITH CAPPED ENDS AS SHOWN ON THE PLAN. LATERAL SPACING SHALL BE FIVE (5) FEET. •*g Q` 3 I j EX/ST/,U .yOIJSE I 1 ' EACH LATERAL SHALL HAVE EIGHT (8) DRILLED HOLES AT THE BOTTOM, 5/16" DIAMETER, p I I �i !s a�4 I ��,� �� ,Q�z�o1 43.5 W ON 36-INCH CENTERS, BEGINNING EIGHTEEN (18) INCHES FROM EITHER END. A CENTERED • I yt 0 O I pRORO Eo W THREE-INCH DIAMETER SCHEDULE 40 PVC MANIFOLD WILL FEED EACH LATERAL. • _ J + ' Q N °N j NEw _p ----- W W m WATER SuPPG Y � Q W V f; Y 2� P✓G m DEc — —� cv WORD ��'� /c/TAXE 5) DISTRIBUTION LATERALS SHALL BE ENCASED IN AN ENVELOPE OF#67 CRUSHED STONE, SIX d'yn e o V' f0 CD I - (6) INCHES UNDER AND TWO (2) INCHES ABOVE PIPE. THE STONE BED DIMENSIONS SHALL Q Q y ro I (/D- x BE 15 x 30 x 10". o� 6) FILTER FABRIC SOE TO EXXON GTF-125 SHALL COVER THE CRUSHED STONE AS SHOWN ON LLI J J �� , a� 'i'• Via` -- - -- - p MOl1ND I , r o� THE DRAWING. I I T I / Peg 1' I \9 7) THE MOUND SHALL BE RAISED ABOVE EXISTING GRADE WITH TOP (CAP) ELEVATION = V � + I 333.0. CAP SURFACE SHALL BE CAMBERED TO SHED WATER Z ��10 I+� Zp� 241- . \ J '� I WOOD �G'� 8) THE TOE OF MOUND SLOPES (TAPERS) SHALL EVERYWH FEET MINIMU FROM 0 1 PROPERTY LINES AND 20 FEET FROM THE HOUSE. OUSE WIMICE NOa J Q w V I / , 9) INSTALL 1 '/=" DIAMETER SCHEDULE 40 PVC MANOMETER (2Y2 FOOT RISER) ON DISTAL END v OF ONE LATERAL TO ALLOW MEASUREMENT AND CONTROL OF SYSTEM PRESSURE BY cn I• -"' -" -� --° _.. ADJUSTMENT OF THROTTLING VALVE. WATER SUPPLIES FOR THE CHANESE LOT AND ADJACENT LOTS OF LONG & FRITZ ON THE NORTH, AND COWAN ON THE SOUTH, ARE TAKEN FROM SITE LAYOUT• LAKE GEORGE. ON-SITE WASTEWATER SYSTEMS OF LOTS ADJACENT TO CHANESE ARE LOCATED M 1" = 10' UPGRADIENT TOWARD CLEVERDALE ROAD. AFTER t- 0 RECONSTRUCTION THE CHANESE LOT WILL BE OF SIMILAR CONFIGURATION. o Q GENERAL NOTES & SPECIFICATIONS - 11 ELEVATION DATUM - LAKE LEVEL = 321.0 ro 2) CONTRACTOR SHALL PERFORM ALL WORK IN ACCORD WITH PUBLISHED STANDARDS OF THE (-vrsl TOWN OF QUEENSBURY, LAKE GEORGE PARK COMMISSION AND NEW YORK STATE Lu FILTER? FAB !c L///DER DEPATMENT OF HEALTH. mi tP 333•o I 7Z7PS0/L ALL AiQOU�t/D �� / Er M /1 3) THE RESIDENCE WATER SUPPLY WILL BE OBTAINED FROM LAKE GEORGE. THE WATER _ _ SYSTEM COMPRISES AN INTAKE, PUMP, DISINFECTION SYSTEM (HYPOCHLORINATOR), :, :, . A r ,4L SYsr t = •. , HYDF�OPNEUMATIC TANK AND DISTRIBUTION SYSTEM. IN THE EVENT OF ELECTRICAL POWER0 ' SEEP To GRASS s OUT GE, ONLY THE STORAGE VOLUME IN THE PRESSURE TANK WILL BE AVAILABLE FOR /�� ."tr~ .•ire �► G %5 x+30fz/o� DOM STIC CONSUMPTION. o Fi Soi C77'�iC.4L EQF LAT GQ• SmAlg A5ep �\ /� //� �VG 4) DESIGN DAILY DISCHARGE FOR THE NEW HOME, FITTED WITH WATER-SAVING PLUMBING = 'i=;s_ FIXTURES, IS 4 x 130 = 520 GALLONS. ---- � MA�(/lFaLQ 5) ALL PRECAST CONCRETE CASTINGS SOE FORT MILLER COMPANY, GREENWICH, NEW YORK. 06 .Sc.oPE Foe CZ��) ��t � 1 3 x (�211 I VIC / ` SET ALL CASTINGS DEAD LEVEL ON 6" OF # 67 CRUSHED STONE. CRUSHED LIMESTONE MqN/ LD iS To LIFT sr,4nat/ SHALL NOT BE USED IN THIS SYSTEM. 6) CONTRACTOR SHALL FURNISH & INSTALL 1250-GALLON PRECAST CONCRETE SEPTIC TANK. m / SEPTIC TANK SHALL BE INSTALLED A MINIMUM OF 10-FEET FROM THE HOUSE AS INDICATED a ON THE SITE PLAN. USE HEAVY-DUTY (TRAFFIC) CASTING FOR VEHICULAR WHEEL LOADS. / BUILDING DRAIN TO SEPTIC TANK SHALL BE 4" DIAMETER SCHEDULE 40 PVC WITH TIGHT JOINTS, 2% SLOPE. BUILDING DRAIN SHALL BE VENTED AND TRAPPED AS SHOWN. \ rt) CL SECTION _ DeILL (Z3)- -%6 SIMPLEX LIFT STATION W MOUND DISTRIBUTION SYSTEM `" Q,e�f/cEs STA��E�Ey \ s db am OF' L.4TE•R.4L.S a U.e/LL ) 1) LIFT ATION SHALL BE A 750-GALLON SEAMLESS SEPTIC TANK. (A HEAVY-DUTY CASTING cn /,V moC ( ENOJCvP. WILL E REQUIRED IF EXPOSED TO VEHICULAR WHEEL LOADS.) ALL PIPE OPENINGS IN THE CASI NG SHALL BE MADE WATERTIGHT. ` WR-1 A ZONING REQUIREMENTS LAYOUT 2) SEW E LIFT STATION STORAGE CAPACITY IS CALCULATED TO CONTAIN THE EMERGENCY MIN. SETBACKS: ORDINANCE REQUESTED HIGH WATER VOLUME, PLUS THREE TIMES THE AVAILABLE DRAWDOWN FROM THE !` FRONT 30' 75' DISTRIBUTION PIPING PRES URE STORAGE TANK, OR MORE. 3) CON ACTOR SHALL PROVIDE A 24" DIAMETER (MINIMUM) CAST IRON FRAME & MANHOLE SIDEYARD 20' (SUM > 501 10' HOUSE COVER, ADJUSTED TO FINISHED GRADE, FOR READY ACCESS TO THE PUMP IN THE 1' GARAGE WETWELL. A 4" DIAMETER PVC SCREENED VENT PIPE SHALL BE INSTALLED AS SHOWN ON 1 Z� 3� I8' 9' 20 REAR 20' 53' TO LAKE SHORE (,urs) THE DRAWING. CQ. PG�K �AST.`°('�(m7�' ; 8U/CDiv� MIN. PERMEABLE AREA 65% 83% 4) THE SINGLE EFFLUENT PUMP SPECIFIED SHALL BE INSTALLED-- AND SECURED AGAINST 334- 3' 61 4, SEES To �,7"55 TRACK GlC/E PERCOLATION TEST DATA MOVEMENT AS SHOWN ON THE DRAWING. INTERIOR PIPING SHALL BE 1 V DIAMETER 333- Tom I MAX. BUILDING HEIGHT 35' 28' SCHEDULE 80 PVC WITH A PITLESS ADAPTER AND GRAB HANDLE FOR EASY REMOVAL OF L!J THE PUMP FROM THE WETWELL. (n PERCOLATION TESTS PERFORMED BY CHARLES H. SCUDDER, P.E. LL ,e�_ ToPSa/L ( z ,. , ., . • 5) A 2" IAMETER THROTTLING VALVE, EITHER BALL OR PINCH VALVE, SHALL BE INSTALLED Q AS SHOWN ON THE DISCHARGE SIDE OF THE PUMP. PERCOLATION TEST PIT 1 PERCOLATION TESL PIT 2 _ 330 _'54AIO)' f/LL STABILIZED RATE = 1" DROP !N 20 MINUTES STABILIZED RATE = 1" DROP IN 20 MINUTES U 6) 2" DIAMETER FORCE MAIN SHALL BE ADAPTED TO 1 'V DIAMETER SCHEDULE 80 PVC TEST PIT DEPTH 26" TEST PIT DEPTH 20" DISCHARGE PIPING OUTSIDE THE LIFT STATION A DISTANCE OF 6-FEET. = = LL T L/,c/E -- __ 7) SLOPE 2" DIAMETER FORCE MAIN BACK TO LIFT STATION FROM ABSORPTION SYSTEM. ~ 'f'/j0E - `5 - 7 8) CONTRACTOR SHALL PROVIDE MECHANICAL VAPOR-TIGHT, LIQUID-TIGHT, SEAL FITTINGS m —� ON PUMP CONTROL AND POWER LEADS TO PREVENT GASES FROM REACHING CONTROL —� •�ZC/ST. �i 2AOG PANEL THROUGH CONDUITS. Q SEA W.lC L C/,vE 9) LEADS FROM JUNCTION BOX SHALL HAVE SUFFICIENT LENGTH AND SLACK TO ALLOW - Ta BE RAISER * I FT) REMOVAL OF PUMP FROM WETWELL AS MAY BE NECESSARY. ALL POWER AND CONTROL 322 `oo 0/40 o WIRES SHALL BE ENCASED IN CONDUIT. �o Q W.S. ELEV. 32/ 10) CONTRACTOR SHALL CONFIRM AVAILABILITY OF 1 15/230 VOLT, SINGLE-PHASE ELECTRIC SERVICE TO LIFT STATION. LONGITUDINAL PROFILE �• CLNVGRDALE H 1" = 10' LEGEND Lac R PUMP AND CONTROLS V I" = 4' < andy ROCKHI -W WATER INTAKE LINE Maw,. Rd Buy 0c 1) PROVIDE SIMPLEX PRECAST CONCRETE LIFT STATION WITH CAST IRON FRAME & COVER • Fielding (SOE CAMPBELL FOUNDRY COMPANY PATTERN NO. 9502, SEALED AGAINST ESCAPE OF ODORS). INSTALL GOULDS MODEL 3885 (WE 05H) EFFLUENT PUMP FOR DOSING PERCOLATION TEST PIT LOCATION I J ABSORPTION SYSTEM UNDER PRESSURE. PROVIDE STANDBY PUMP FOR QUICK LA ¢ REPLACEMENT IN CASE OF PUMP FAILURE. INSTALL (GOULDS A3-2012) NEMA 1 PUMP _ - --•324 - - EXISTING GRADE CONTOUR ;i s^�. r w71 MOTOR CONTROL; THREE (3) GOULDS A2-3 MERCURY FLOAT SWITCHES; ONE (1) GOULDS In,, 1 1 A4-1 HIGH LIQUID LEVEL ALARM ON PANEL INSIDE HOUSE. Z w, 324 - FINISHED GRADE CONTOUR at LA Harris Bay 2) THREE MERCURY FLOAT SWITCHES (PUMP START, PUMP SHUTOFF AND ALARM), MODEL ►- � ' Hl:lmln n' 3900, SHALL BE PROVIDED AND INSTALLED IN THE WETWELL. W Rd • Z � Zoning drninistrator �oSNTeLY �`. �T€Zoni t�F .41M BURY � � ( � �% O.3jt0n Rd 3) A SIMPLEX CONTROL PANEL SHALL BE FURNISHED AND INSTALLED IN THE HOUSE. THE 1 V ( Rd S PANEL SHALL BE EQUIPPED WITH RUNNING LIGHT, H-O-A SWITCH, ALARM LIGHT, ALARM �•• - - /7I,lZ �� BELL AND RESET SWITCH. uj a C U ,D,PGI�SE In d v MOUND ABSORPTION SYSTEM a I � � AG Brayton La / `NI N -- I -- ° A- 1) MOUI4D FILL SOIL SHALL BE SANDY LOAM WITH A STABILIZED PERCOLATION RATE OF NORTH QUEENSBURY APPROXIMATELY 1" IN FIVE(5) MINUTES. DESIGN APPLICATION RATE SHALL BE 1.2 GPD/SF. EMERGENCY SQUAD EX/STIAla C,AP4GE t� N LOCATION MAP 2) MOUND CAP SOIL AGAINST THE FILTER FABRIC SHALL BE LOAMY CLAY TO SEAL AGAINST To gE P/IZEO (BASAZ L�7W) ' P���lEW I-, 16 — — Cf� INFILTRATION OF SURFACE WATER. A SURFACE LAYER OF TOPSOIL SHALL BE SEEDED TO con ;, a0 P0�2GH I LAn K E G 3) MOUND SIDE SLOPES SHALL NOT EXCEED 1:3 EXCEPT WHERE OTHERWISE INDICATED. .'V �P.T21 750 Vt.•. I N (4-xZo) N 4 DISTRIBUTION LAT RAL HA E 1 ' • Q � � •�'' " �-•� 50 ) LATERALS SHALL /z DIAMETER SCHEDULE 40 PVC PIPE, 24 FEET LONG, .� O ( ti O WITH CAPPED ENDS AS SHOWN ON THE PLAN. LATERAL SPACING SHALL BE FIVE (5) FEET. •*g Q` 3 I j EX/ST/,U .yOIJSE I 1 ' EACH LATERAL SHALL HAVE EIGHT (8) DRILLED HOLES AT THE BOTTOM, 5/16" DIAMETER, p I I �i !s a�4 I ��,� �� ,Q�z�o1 43.5 W ON 36-INCH CENTERS, BEGINNING EIGHTEEN (18) INCHES FROM EITHER END. A CENTERED • I yt 0 O I pRORO Eo W THREE-INCH DIAMETER SCHEDULE 40 PVC MANIFOLD WILL FEED EACH LATERAL. • _ J + ' Q N °N j NEw _p ----- W W m WATER SuPPG Y � Q W V f; Y 2� P✓G m DEc — —� cv WORD ��'� /c/TAXE 5) DISTRIBUTION LATERALS SHALL BE ENCASED IN AN ENVELOPE OF#67 CRUSHED STONE, SIX d'yn e o V' f0 CD I - (6) INCHES UNDER AND TWO (2) INCHES ABOVE PIPE. THE STONE BED DIMENSIONS SHALL Q Q y ro I (/D- x BE 15 x 30 x 10". o� 6) FILTER FABRIC SOE TO EXXON GTF-125 SHALL COVER THE CRUSHED STONE AS SHOWN ON LLI J J �� , a� 'i'• Via` -- - -- - p MOl1ND I , r o� THE DRAWING. I I T I / Peg 1' I \9 7) THE MOUND SHALL BE RAISED ABOVE EXISTING GRADE WITH TOP (CAP) ELEVATION = V � + I 333.0. CAP SURFACE SHALL BE CAMBERED TO SHED WATER Z ��10 I+� Zp� 241- . \ J '� I WOOD �G'� 8) THE TOE OF MOUND SLOPES (TAPERS) SHALL EVERYWH FEET MINIMU FROM 0 1 PROPERTY LINES AND 20 FEET FROM THE HOUSE. OUSE WIMICE NOa J Q w V I / , 9) INSTALL 1 '/=" DIAMETER SCHEDULE 40 PVC MANOMETER (2Y2 FOOT RISER) ON DISTAL END v OF ONE LATERAL TO ALLOW MEASUREMENT AND CONTROL OF SYSTEM PRESSURE BY cn I• -"' -" -� --° _.. ADJUSTMENT OF THROTTLING VALVE. WATER SUPPLIES FOR THE CHANESE LOT AND ADJACENT LOTS OF LONG & FRITZ ON THE NORTH, AND COWAN ON THE SOUTH, ARE TAKEN FROM SITE LAYOUT• LAKE GEORGE. ON-SITE WASTEWATER SYSTEMS OF LOTS ADJACENT TO CHANESE ARE LOCATED M 1" = 10' UPGRADIENT TOWARD CLEVERDALE ROAD. AFTER t- 0 RECONSTRUCTION THE CHANESE LOT WILL BE OF SIMILAR CONFIGURATION. o Q