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93-400 x . • E , r1 p r CERTIFICATE OF OCCUPANCY TOWN OF QUEENSBURY ,WARREN COUNTY,, NEW YORK Date November 9 19 9 3 • This is to certify that work requested to be done as'shown by Permit No. 9 3-4 0 0 V has been completed. single family dwelling This structure may be occupied as a Corner Seelye and Cleverdale Roads Location - - - Oscar Schreiber .. Owner 16-1-30e2- - By Order Town Board ' TOWN OF QUEENSBURY v Director of Bldg. & Code Enforcement BUILDING PERMIT ro TOWN OF QUEENSBURY • No. 93-400V WARREN COUNTY, NEW YORK • H rn . PERMISSION is hereby granted to OSCAR SCHREIBER OWNER of property located at Cor.. Seelye & Cleverdale Roads 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 'U t�J 7 Thoroughbred Way Clifton Park NY 12065 2. CONTRACTOR or BUILDER'S Name O n Sementa Homes 3. CONTRACTOR or BUILDER'S Address • 101 Boyack Rd Clifton Park NY 12065 4. ARCHITECT'S Name 1-1 In 5. ARCHITECT'S Address N fD 6. TYPE of Construction—(Please indicate by X) (x)Wood Frame ( 1 Masonry ( ) Steel ( ) fD 1-1 N 7. PLANS and Specifications 24 . 5 ' x44 ' Two story Single Family Dwelling as per plot H No. plan, specifications and application and in compliance CD with Area Variance # 25-1993 . (Includes septic system) ¢ 8. Proposed Use Single Family Dwelling In N- $ 176 . 00 PERMIT FEE PAID —THIS PERMIT EXPIRES JULY 29 19 94 (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the (D town of Queensbury before the expiration date.) Sv 5 Dated at the Town of Queensbury this 2 9 th Day of July 19 93 SIGNED BY iill./�'4 for the Town of Queensbury g and Zoning Inspector I N F-' tg TOWN OF QUEENSBURY ' "l. , (o EVIEWED BY:/, COMMUNITY DEVELOPMENT DEPARTMENT ; ;,, ! �,? '0:: r 1- ..-a,2. BUILDhNG. & CODE ENFORCEMENT - " 0A E PAID: 531 BAY ROAD _; � / L QUEENSBURY, NEW YORK 12804 '�-''.4N •` PERMIT NO. 7 ____ (518) 745-4447 c7 r BUILD-ING PERMIT APPLICATION CT 6 A .PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. NO INSP IONS 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: ' (9.5- .570 gl j 4-4hG�n3 ) Mailing Address : 7 11 OVO-�,�,& p &t e WAY 1 - P/P—K ,p \iN" 1�O Telephone Number(s) : Work 7 �) Oo© Home J17/ - 445/ - Other PROPERTY LOCATION: Tax Map Number: Section J(c' Block / . Lot ` ,Z Subdivision Name: Lot No.' NATURE OF PROPOSED WORK: ESTIMATED MARKET VALUE OF THE CONSTRUCTION: $ 694 000 A NEW BUILDING: RESIDENCE/COMMERCIAL OCCUPANCY INFORMATION: ADDITION TO BUILDING: PRIMARY BUILDING - RESIDENCE/COMMERCIAL )X Single Family Dwelling A ALTERATION TO BUILDING: Two Family Dwelling - RESIDENCE/COMMERCIAL Family Dwelling (NO CHANGE TO EXTERIOR SIZE) Office OTHER WORK (DESCRIBE BELOW) Mercantile Warehouse . I,,. Manufacturing (AB/ Other GROSS AREA OF, PROPOSED STRUCTU : it .' 1ST FLOOR '6 SQ. FT. / 4A / A yy1F ADDITION, USE QF NEW ADDITION: . 2ND .FLOOR -784 SQ. FT. J� ��p I N/A OTHER FLOORS CD-- SQ. FT. (not unfinished cellar or basemen) ACCESSORY BUILDINGS: Detached. Garage - One/Two Car TOTAL FLOOR AREA: f 5628 SQ. FT. Attached Garage - One/Two Car Private Storage Building SIZE OF NEW STRUCTURE: Commercial Storage Building • Other C7-4 o 5 FEET X FEET f pt..W teJ& S-rf,I "pO?G4) 1 Foundation Type: 1::PtliTh:`•.4tE) Will any second-hand or ungraded Number of Stories: 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 lies) to be installed: , 1 Electric '/ Oil / Ga / Wood <fizsed Hot Air / Baseboard / Other PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS/�TO .BUILDING CODES, IS: REGARDS �lrME"NZA - .5, d ZA Honk f Z/jn/'P4 1 ,'J NAME OF BUILDER/ADDRESS/PHONE: Zane / fEsi /O/ BaY aeoi 0e/? h/`/, /2c A' `TAME. OF PLUMBER/ADDRESS/PHONE: C ,J/ PLt1 1e//ft 1c CABS cr, 41# 1 .ry Aire-/Z NAME OF MASON/ADDRESS/PHONE: j[, Dr`-Si Aw/k, /.5 11.r3 T •sa Ml /CAL, 5 I NAME OF ELECTRICAN/ADDRESS/PHONE:/e?,C/ fo i t9&7-i,-h71 1y/67. S&T s.J ' 67& ;'55St� 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 bein ' sued, an AS BUI T PLOT LAN drawn to scale, showing actual location o ct n remi . Signatur (Owner s agent, ar itect, ntractor 1,1 1.S e `-)%3' Co . S - i FOR ANY SPECIAL PROVISIONS - SEE REVERSE' SIDE: t 3IPP-d TOWN OF QUEENSBURY � �D APPLICATION FOR SEPTIC DISPOSAL PERMIT Permit # Gj�2✓ fG/��- ` Fee P.a ' Date: "MA /2- /9,3 Re v i ewe By . LOCATION OF PROPERTY FOR INSTALLATION: S € e. R O P D • Owner' s Name: sc,9rL Z. S'e__400‘24e2 Owner' s Mailing Address: 7 WeroeV, a,2ep /d'i ' CG< 2 A Installer' s Name: 46e,er ¢^ I LW/f Phone #: j77-674/3 Number of bedrooms (if residential ) : 3 Total daily flow (residential-compute @ 150 .ga1 . per bedroom) : - 4/5-0 Topography-Circle One: Flat 'ollins Steep Slope % of Slope Soil Nature-Circle One: Sand oa Cla Other /Depth: Ground Water-At What Depth? 2 1/2- Feet Bedrock or Impervious Material-At What Depth? Feet Percolation Test-Circle One: Not Required Required/Rate k2 Min. Per Inch - Domestic Water Supply-Circle One: Municipal Well Other AA/Pe- lf domestic water supply is a well - Separation: Water supply from any septic absorption /'Y O feet PROPOSED SYSTEM: Septic Tank /2 5-O gal . (Minimum size: 1,000 gal . ) shy Tile Field: Each Trench =' 3 -£ et//Tot System Length %! feet Seepage Pit(s) : Number of /y / Size each: ft. x ft. Size of Stone to be used: # 2— / Depth or Thickness /6' - 'Peet - ************** HOLDING TANK SYSTEM IF REQUIRE No. of Tanks Size of 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: DATE: Septic System Inspections: A. All applications for septic system installation, alteration or repair, as required by 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, tile fields -=andtbr—drywei 1-sB. 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 copy 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 immediate work stoppage. D. Should unforeseen problems during construction prevent proper installation, alteration or repair of an approved system, a new proposal 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: 'I >t ENERGY' CODE COMPLIANCE APPLICATION is a.'u.`' TOWN OF QUEENSBURY, WARREN COUNTY 'Y=" � 9000 HEATING DEGREE DAYS -;.:.Compliance Methods: PART 5 - Acceptable Practice Method 1&2 Family Dwellings (only) -`' ' '' : PART 6* - Thermal Rating - Component Trade Offs. 1&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 - APPLICANT'S NAME: PROPERTY LOCATION: ' : )-t i r �- i '1 Fong `'t''""n;;: '` PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: `A+' 1':u Gross Floor, Area - 6(O square feet - 2 '- Type'"of Heat - Electric Oil: I;x Gas Other 3`. Is building mechanically cooled? Yes X No 4 . Percentage of area of windows and doors Over 17% X Under 17% 5: R-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R-VALUES AS .,SHOWN ON PLANS SUBMITTED: 4r a Roof R Q0 ,:>r :;:.b. Exterior walls. R 19 ':, ;:':c'c :,,Glazed 'areas R . 2 3<; " d: Exterior doors R .. S.23 ' '', ,'-',.. ''-' 6'; -; :-Floors. over unheated spaces ' R 13 :r ,. fi .:_ �A ��� '����•,�; :�;_ �;': Edge of slab on grade (heated building) R �l ;-, %-, -g-: Basement/cellar: walls (above grade) R N f/� < ;`; h. 'Basement/cellar walls (below grade) R N/P f, " -_' 'i:. ' Heating/cooling-ducts-pipingin unheated s ace R /k P N/ ' 6 Service (domestic) hot water heating device Conforms to minimum efficiency per code Yes No TEMPERATURE CONTROL MAXIMUM SETTING 140° - WILL NOT BE EXCEEDED Appli nt's ign t re Date Phone Number INSPECTOR'S REMARKS: TOWN OF QUEENSBURY - 531 Bay Rd., Queensbury, NY 12804 APPLICATION FOR SOLID FUEL BURNING APPLIANCES AND CHIMNEYS Date / L a--`l ,19 Permit No. 9 4-�'O d 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. 67w Applicant re APPLIANCE (check appropriate boxes) Address 7 -1 fc(a 15taeo (Aley-4 ❑ STOVE: o Wood o Coal ❑ Pellet r ❑ FIEPLACE INSERT C _. TO 69 v , Zip 9 E� Ell REPLACE, FACTORY-BUILT: "11 / r ❑ Wood ty'Gas Phone _ I4L9 ! I 1 I Z OO 0 FIREPLACE, MASONRY: Co - r / ❑ Wood ❑ Gas r Owne � ,, = r� ❑ FURNACE: ❑Wood ❑ Gas ❑ Oil Address 10 I B® IF NON-MASONRY: • Manufacturer: C (Arm-) g ,L, Zip 1 G Model: Outlet: inches � Listed By: Number: Phone .g - O(7c (64-e9 5FM EN A CHIMNEY (check appropriate boxes) Exact address of proposed construction ,; ❑ MASONRY: ❑ Block ❑ Brick ❑ Stone 401-Vio c' (ALA 1-a- wp j ' FLUE: ❑ Tile ❑ Steel Size: inches CONSTRUCTION/INSTALLATION MUST bcFACTORY-BUILT: CONFORM TO NYS FIRE PREVENTION & Manufacturer: fTp Model:�- . 8 0 BUILDING CODE. CONSULT TOWN OF Listed By: L U. Number: QUEENSBURY HANDOUTS PROVIDED b(Double Wall ❑Triple Wall REGARDING REQUIRED INSPECTIONS. ❑ Insulated • Cashier's Department Town of Queensbury, New York Dept: Fire Marshal Amount Collected Amount Received Code Number Title -h C) O A 173 3389 (190)Public Safety A 233 2655 (230)Minor Sales Fee Collected From or Refunded to: 1 ��C -+i.`� Address: I i J( I -(--)(e-%S Dated: -7 4 - 4 c +1 Town Clerk or Deputy c: a.sk, r ne",. _v .,„ f t • ° • White:Applicant Green:Fire Marshal Yellow:Bldg. Dept. Pink& Goldenrod: Cashier's Dept. TOW OF QUEENSBURY 531 BAY ROAD //J /f�. T , �7 , � TELEPHONEY (518) 745-4447 BUILDING INSPECTOR'S REPORT PECTION REQUEST FOR F'ECTION RECEIVED ///0? WANE LOCATION A./7e- .6( DATE PERMIT# 91 4Od V TYPE OF S UCTURE RECHECK FIRE MARSHAL APPROVAL (COMMERICIAL STRUCTURE) FOOTING FOUNDATION BACKFILL FRAMING - ROUGH PLUMBING FINAL ELECTRICAL SEPTIC - INSULATION WOUDSTOVE/FIREPLACE REMARKS APPROVAL fl N/A YES NO CHIMNEY HEIGHT/LOCATION B VENT/LOCATION t PLUMBING VENT J' ROOFING 1 SIDING F DECK/PORCH/STEPS/RAILIPNGS RELIEF VALVES ;/ FURNACE/HOT WATER OPERATING INTERIOR TRIM/PRIVAG/ DOORS FINISH FLOORS: BATH/KITCHEN WATERTIGHT OTHER FLOORS SWEEPABOE OTHER FLOORS CARPETED\ STAIR CLEARANCE/RA'ILINGS,y, SMOKE DETECTORS / A DOOR CLOSERS f BATHROOM FANS I ALL PLUMBING FIYTURES OPERATING GARAGE FIRE PROOFING DOOR CLOSERS / OTHER FIRE SEPARATION FIRE/DEMISE WALLS FINAL ELECTRICAL OK TO ISSU EC/0 OR C/C COMMENTS:t,412/1 /,fcwe !r m I rGvc-d4 s-cace- lam- n.s' ARRIVE • G� eyf,„7 JIjY/ DEPART INSPECTOR I;) TOWN OF QUEENSBURY /j ' FIRE MARSHAL 2//1- QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4424 FIRE MARSHAL INSPECTION REPORT REQUEST FOR INSPECTION RECEIVED //ig4 _ NAME 1 "--det 44..P44-6c� LOCATION ���,, DATE //6-/j3 PERMIT# R {d-D 1/ APPROVED N/A YES NO EXITS AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTING FIRE EXTINGUISHERS AUTO. EXTINGUISHING SYSTEM ) HOOD INSTALLATION / AUTO. SPRINKLER SYSTEM ( 6 ALARM SYSTEM I i INTERIOR FINISHES ) STORAGE: CLEARANCE TO SPRINKLERS f CLEARANCE TO HEATING UNITS ‘ REQUIRED SIGNAGE / I CHIMNEY WOODSTOVE FIREPLACE-MASONRY FIREPLACE-FACTORY BUILT 4WS 'ARKS: U OK TO THIS DATE INS ECTOR TOWN OF QUEE$SBURY 0,1 531 BAY ROAD / 0110 -`atzi '° Y U NEW YORK 12804 �` .` �' TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT FINAL INSPECTION /LL-ej� / REQUEST FOR INSPECTION RECEIVED /,/�/%v NAME 4 t w k,kb.e e LOCATION 14/,�' a DATE I//5 93 PERMIT# 3 14(e49 V TYPE OF STRUCTURE , 7,7, G , 4e RECHECK .>V2od/ ,le, !mot',✓-e1� i FIRE MARSHAL APPROVAL (COMMERICIAL STRUCTURE) _ ?/FOOTING i.FOUNDATION i/BACKFILL i4RAMING TROUGH PLUMBING FINAL ELECTRICAL i.2EPTIC fSULATION _WOODSTOVE/FIREPLACE REMARKS`��(,Ly it J �Q(r. & „ ce_-__, APPROVAL N/A/ES NO CHIMNEY HEIGHT/LOCATION B VENT/LOCATION PLUMBING VENT ,/ , ROOFING ., SIDING / f` ,' DECK/PORCH/STEPS/RAILINGS if RELIEF VALVES i / c FURNACE/HOT WATER OPERAT1,NG -;;: INTERIOR TRIM/PRIVA YJ ORS FINISH FLOORS: ,,�� BATH/KITCHEN WAT,CRTIGHT S)4 OTHER FLOORS EPAtBLE OTHER FLOORS/CARPETO STAIR CLEARANCE/RAILINGS `� SMOKE DETEC1TORS DOOR CLOSERS \ BATHROOM'FANS \ ALL PLUMBING FIXTURES OPERATING GARAGE FIRE PROOFING / " DOOR CLOSERS 0 V OTHER FIRE SEPARATION a f� FIRE/DEMISE WALLS v'' FINAL ELECTR 11 /'Z �,2/ A OK TO ISSU C/O OR C/C \ //! \ COMMENTS: ARRIVE P-'16 C i DEPART 2d6r L---IISP CIOR TOW OF QUEENSBURY 531 BAY ROAD � ;.. QUEENSBURY, NEW YORK 12804 1 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT - FINAL INSPECTION REQUEST FOR INSPECTION RECEIVED NANE idr«rr J'/%�i�/.._ LOCATION S w 0/41 DATE t, j PERNIT# 93-'M4?1 V TYPE OF STRUCTURE SFr) RECHECK FIRE MARSHAL APPROVAL (COMMERICIAL,.STRUCTURE) FOOTING FOUNDATION BACKFILL FRAMING ROUGH PLUMBING FINAL ELECTRICAL SEPTIC INSULATION WOSTOVE/FIREPLACE OD REMARKS ;f �" APPROVAL ,: ' N/A • YES NO CHIMNEY HEIGHT/LOCATION B VENT/LOCATION kr PLUMBING VENT ROOFING / SIDING DECK/PORCH/STEPS/;RAILINGS RELIEF VALVES I }, FURNACE/HOT WATER OPERATbJVG INTERIOR TRIM/PRIVACY DOORS FINISH FLOORS: BATH/KITCHEN WATERTIGHT \ OTHER FLOORS SWEEPABLE 4� OTHER FLOORS CARPETED STAIR CLEARANCE/RAILINGS \ SMOKE DETECTORS DOOR CLOSERS BATHROOM FANS ALL PLUMBING FIXTURES OPERATING GARAGE FIRE PROOFING DOOR CLOSERS OTHER FIRE SEPARATION FIRE/DEMISE ,-WALLS FINAL ELECTRICAL OK TO ISSUE C/O OR C/C COMMENTS: ; _ A-1-46-ar /1--) g.4 evc/ Cc"e it—Xci D`7��rr._ / fare ARRIVE /r DEPART Ih S r INSPECTOR TOM OF QUEElSBURY /� BUILDING & CODE ENFORCEMENT /7 531 Bay Road Queensbury NY 12804 ` 518-745-4447 SEPTIC DISPOSAL SYSTEM INSPECTION Name ea.4,(_, ivLiG--- ) Location Adr- l Date )0l)4f 93 Permit # 9..4-/(?01/ SOIL TYPE: Sand-Loam-Clay- Results of Percolation Test- (if applicable) .Rate-Minute/Inch TYPE OF SYSTEM: ABSORPTION FIELD: Total Length Length of each trench Depth of trenches Size of stone / SEEPAGE PITS: Number- Size - ft. x ft. Stone size / PIPING: / Size Type Bldg. to Tank Tank to Dist. Box Dist. Box to Field/ it Openings Sealed? Yes No Partial LOCATION/SEPARA ON : Foundation to ank feet Foundation t Absorp ion feet Separation 'f Pits _ feet Conforms as per P1 of ,P-i an Yes No LOCATION OF SYSTEM ON'' PROPERTY: (circle one) �1 Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS: ii-rel, aio e6/4,,,,z, SYSTEM USE APPROVED: YES NO Arrived: (i$(i Departed: _ r�I/4 c Building nspe tor • •. - ._ : . . , . . . . ... . . . -..„. . . • • - •.: • • • • . .,.... :::,.. ,„.. ... .... . „ •.•..-.- •• • •‘....-.. .....:', .- :...'„i'i',".' 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' . . . . • . •. . . , . • - • . . 1, \ .. . . . . . . . . ' - • . . . . • . . • .• • - .. , , ,, ,\ . ..• . . %. • . ' N i • . , SOIL PERCOLATION DATA • N. , - . `• ) \ - •--•--- --^^.--• •- - - TOM OF QUEEFaSBQBRY BUILDING & CODE ENFORCEMENT 531 Bay Road Queensbury 11Y 12804 518-745-4447 SEPTIC DISPOSAL SYSTEM INSPECTION N ame ,47. kdliJrh��. e.f J Location ,/f ./ye f Date /p/PM Permit # 93-4 001/ SOIL TYPE: Sand-Loam-Clay- Results of Percolation Test- (if applicable) Rate-Minute/Inch TYPE OF SYSTEM: ABSORPTION`S FIELD: Total Lengtf212 A tzgil Length of each trench "swiat-�/ Depth of trenches Size of stone Q .. SEEPAGE PITS: Number- Size - ft. x ft. Stone size PIPING: Size Type Bldg. to_Tank p� Qr Tank to D - ey `7, C( Dist. Box to Field/P,'t , u ,SX,&a Openings Sealed? 40 No' Partial LOCATIQ b/SEPAl',4TIO 9 pZ Foundation to Tank 5 feet Foundation to Absorptio .75- feet Separation of Pits feet Conforms as per P1 of 1 an r Yes �IVo LOCATION OF SYSTEM I PROPERTY: (circle od- Front - ea 1 eft ide - Right Side Middle Front - Middle Rear COMMENTS: , --- il i.e,4 SYSTEM USE APPROVED: YES NO Arrived: ciD Departed: rp Building ns ctor TOWN OF QUEENSBURY �� BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED 9//f/9 NAME e� ► , k.e.P LOCATION A e e �.0 DATE 9//7 /C/ PERMIT I 9�-g0d I, TYPE OF STRUCTURE �F) 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 O/( SITE FOUNDATION/WALL POUR 1 REINFORCEMENT IN PLACE d FOUNDATION/DAMPROOFING 9 BACKFILL APPROVAL ROUGH PLUMBING PLUMBING VENT/VENTS IN PLA F, PLUMBING UNDER SLAB FRAMING: / , y� JACK STUDS HEADERS \ BRACING/BRIDGING \ JOIST HANGERS JACK POSTS/MAIN SEAM HEATING ROUGH-IN J \ )(INSULATION: / FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS / R- / WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES REMARKS: ARRIVE 3/, DEPART lA,� U/ INSPECTOR TOWN OF QUEENSBURY aityfi fiL(7 FIRE MARSHAL QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4424 FIRE MARSHAL INSPECTION REPORT REQUEST FOR INSPECTION RECEIVED 9��/� NAME LOCATION Np (,W Id /L( DATE 9/,3/13 PERMIT# 99 -4'im APPROVED N/A YES NO EXITS AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTING . r FIRE EXTINGUISHES r AUTO. EXTINGUISHINGSYSTEM HOOD INSTALLATI(0N,/ SYSTEMSPRINKLER ALARM SYSTEM V INTERIOR FINISHES\. STORAGE: • CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS D �REQUIRESIGNAGE \, JI CHIMNEY WOODSTOVE FIREPLACE-MASONRY ✓FIREPLACE-FACTORY BUILT ,is G�f�_�G /D�L Gs' Lp %L�o�' REMARKS: vi OK TO THIS DATE b� /yn E4 //..fit✓;ii"_.,.'K:G'�G�� 1 CO 477,//jz Eyj��////� 2/�.r ‘ ��G7)15e, a Nf,,y �ILCGna a4 TOWN OF QUEENSBURY � �' " � JrJ BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED NAME ee,e,Pi4. 4 /ktA-eh/ LOCATION f I�(y.A_dt , DATE 9/3/9 PERMIT # jam, -1101/ 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 CONCRE{E. MATERIALS FOR THIS PURPOSE ON SITE; FOUNDATION/WALL POUR ' REINFORCEMENT IN PLACE 1 1 FOUNDATION/DAMPROOFING / BACKFILL APPROVAL ,/ 1///////7- ROUGH PLUMBING PLUMBING VENT/VENTS IN PLACE . PLUMBING UNDER SLAB FRAMING: / t JACK STUDS/HEADERS / 1 BRACING/BRIDGING / 1 JOIST HANGERS / �+ JACK POSTS/MAIN B AM _ HEATING ROUGH-IN h INSULATION: 1 FOUNDATION WALI INTERIOR R- FOUNDATION WA LS EXTERIOR R- k • FLOORS / R- WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES t, REMARKS: ..Te,s/`/ ,ezr w F/062 7®,5t/ 3. L.ay es , L Its 0 e ,4 e -Fs / ARRIVE ate% /S DEPART 31' \/ INSPECTOR Ok 1�/!- I����'' 7 � / To �, .. / �hSJlri-e- - TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTIONp RECEIVED NAME Cik 1 C LOCATION See 2 DATE 'l/� �._ e� 53 PERMIT # 93— i(da C� 1 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 S TE FOUNDATION/WALL POUR REINFORCEMENT IN PLAC1E ,// FOUNDATION/DAMPROOFING �' BACKFILL APPROVAL i ROUGH PLUMBING t PLUMBING VENT/VENTS IN PL CE PLUMBING UNDER SLAB FRAMING: r JACK STUDS/HEADERS r BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN B AM \ HEATING ROUGH-IN \ INSULATION: FOUNDATION WAL INTERIOR R- FOUNDATION WALLS EXTERIORS R- FLOORS / \R- WALLS / R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES REMARKS: ARRIVE I'20 DEPART INSPECTOR TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED �IJ 3 a NAME (, ®,l Ada Q.LI LOCATION (� ( Q�/P� KC� E , rZ DATE A'13 f 93 PERMIT # 9-540d 1/ TYPE OF STRUCTURE ,V 2) 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 OUNDATION/DAMPROOFING ACKFILL APPROVAL. ROUGH PLUMBING ''¢ .yf PLUMBING VENT/VENTS IN PLACE\ / PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS \ BRACING/BRIDGING JOIST HANGERS /I JACK POSTS/MAIN BEAM` HEATING ROUGH-IN I % INSULATION: / A : FOUNDATION WALLS`''INTERIOR R- FOUNDATION WALLIS EXTERIOR R- FLOORS, I R- WALLS / R- CEILING J R- , DUCT WORK OR PIPING IN UNHEATED SPACES REMARKS: .301M g/i ..-o4 -660- dn /51M • ARRIVE //r DEPART INSPECTOR TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED NAME oc&O-- J ef-A r ek-ai LOCATION b-49- `�i( t)-111///-a-ZILL- DATE J ERMIT # 93 TYPE OF STRUCTURE RECHECK APPROVED N/A YES A'0 ( OTINGS/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 j FOUNDATION/DAMPROOFING BACKFILL APPROVAL ROUGH PLUMBING 1 PLUMBING VENT/VENTS IN PLACE PLUMBING UNDER SLAB i/i/ FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS / \ JACK POSTS/MAIN BEAM / HEATING ROUGH-IN / INSULATION: / FOUNDATION WALLS INT/ERIOR R- \ FOUNDATION WALLS E/TERIOR R- \ FLOORS R- WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES REMARKS: ARRIVE '4%5° ` \ DEPART �6' INSPECTOR I • R :14 . N i?. -,--,•-• . I it, :z 0 - a _ . ' ' x Nr .1_ Ye , .__A ,?1.. --- I I - r 2)_. 114'.1.1.110'.4 \ I t*I"--Pvl PO 14(1 CC-4) L'".A.:1-11-11 pH, ple,kr5 .-- 1 I • .' k\f2.1 ra,o!f.. ---- . • .fIA4:..6 _7.1z6 ,. - 4.r._._:_r?f. .,-:,-.0t+r):-- • • . • • . . . I s' i , • di i_4. 1.: .. 4),, u So% " • I C.• +. 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A 7.0.:/17 • • , , I .. ,y.,,ziovely X.9',44*(1.1-••• ...% (.\:: ... 41 1 0 - re70/•( ' . ... vs:',E../.:'___;.... , - -.. iy:/•.r..71-1 ......1,.‘ ; , '' .el>'-..r,G;..7 7"..,/„.:;.4,-;j .. \ ,,, -$Ari 4rY6'11/ _. . •" .. •., ./i c'FI I tl°1-/. ' .:-i-.----•--7"--4'fr 1..o. 'I _ iv 0 ---... -- . • . ,i_.....---.... : I ,..----- ----- —. 7,ye 7 til el r . ( I ' —• •...., i ,! .. , W w >, = PFOPERTY LINE DATA TAKEN FROM N z A MAP OF A SURVEY PREPARED BY cn cn w COULTER & McCORMACK LICENSED 0 LAND SURVEYORS, GLENS FALLS, NY z — p 0 LL' ,..0 p N 41 � w �- z U w / BLACKTOP DRIVE FRAME GARAGE \ n = C V�{, � ww / m N v N V TEST HOLE DATA I/ m m N N M M CAPPED N R D FUND co c IRON PIPE FOUND r Q —IRON PIPE FOUND � 2 12" CMP / .. C ------- - srn�c 234.74' LLJ w w .9 . . . . . . . .. . . . . . . wyar�� -� �--- - - -�---J - 1 I � c_� � LLB " T.HA' 1. � ; _\ 1260-GALLON SEPTIC TANK I \ Z' I �� 0 12"' TOPSOIL \ \ OI ��:f '� z 12" 30" SANDY LOAM ��- \ _ PRO D ASPHALT i1VE WITH GRAVELVIBBASE T.".'° ( ' Z' Q sEvrAcc LIT' •AT ,-- � 30" 60" CLAYEY LOAM POS SPH 1 � 0 60" GROUNDWATER \ ,.. --BUILDING sgAIN \ ; ;���, �. LAKIE o 60" 90" CLn'r'E1' LOAM . T.H xe — - - �— H -- ------ \ \ \ \ I w ❑ ❑ 1�-1 C, w T.H_ $1 2 T.H.•7 — �(/V �, GhG PROPOSED \ T.H.., \ \ >" 3-BEDROOM \ I �� - L DGERCIrK 1 GRAPE; n ` h ! \ T.K •E \ r-' cV , (ozr?\� HOUSE E _ C� G �E, BI E � � T.H.:6 \ \ 1 ,1 T.H.A3 T.H.aft \ O Tn PEEL ROCK TO DEPTH OF 30" F` { ,� - � , \ - \ \ 1 ` \ uo LAKE ELEVATION = 320.0 1.H. rx 3 ° r TWO 44' LONG, '• '-' � .,-TER SCHEDULE _- \ \ I - 0" 3 TOPSOIL V ' Z 40 PVC PRESSGF-,F C, 'BUT1� LATERALSCLAY LOAM Q O 28' lEDGEROCK >, W CN MOUND ABSO TION SYSTEM �-, T H. r 4 350' /'1�PROVEDr— ��� 1 t 14.5 W Application m W 0 - TOPSOIL �BATHEY 4awtER FOUND Q N 89°-29'`40'1 •. 0 q4 c 00 (7 v m DD =- 8" I 1 -36" CLAYEY LOAr,� nt7 f BATHEY MARKER FOU 36" GROUNDWATER 346 o ` I L,11 36" 90" CLAY ` ` "�'�- '� �_ m V T H V • Sl T E /oL,4 IV • 0" 8'. TOPSOIL �/ _ ,20 1 TCwNN�FQUEENNSSBBUURY J � 8" 20" CLAYEY LOAM WITH MEDIUM SAND 2'0" 30" CLAYEY LOAM O Q 30" GROUNDWATER Q = �-- 30" 72" CLAYEY SANDY LOAM & GRAVEL U �— u- (� J J H.• & 6 SOIL PERCOLATION DAT O U 0" 8" TOPSOIL 8" 22" SANDY LOAM r* L' 22" 34" CLAYEY LOAM STABILIZED PE,'1''L-ATION TEST RATE == 60 MINUTES/INCH 34" GROUNDWATER 34" 78" DRY CLAYEY SILT Ii-- 7 i 0" 8" TOPSOIL 8" - 28" CLAY LOAM rn n 8" GROUNDWATER d 28" - 78" DRY CLAYEY SILT V) °> � n T.H. x 8 - --- `'. W Z � Z 0" - 8" TOPSOIL -`._ __..,,� u Q _ 8" - 14" CLAY LOAM U 14" GROUNDWATER y 0 14" - 62" SILTY CLAY /LLED/UM SA.UD F�[� SD/L co 338 - Q Y W z 1 EEI� TG G,�.4.If � y 340 d LliA N � S �-lE,4Bc cc N 00 GEG TF'{T/L E 3:1Xut`/�°f�,GffABLE W 341.0 Z UJI CID -60 cr / ia�Aaf;1 dY� End 4'4L T4a 5L —� v - T t 338_D A� NOWD - - -\ O.Q/L L 4 � CC-,UTE2 jy,- Y l�6 O'�f/CE BOT. Of /�2�SCQ-0. 40 � /�til�E P/L/fAd LE S4TUPATED SO/� 11 E.4Cf1 zv'o G9'—(TY�)� 2 ✓G .0/ST_ LATEiP.9L — D/r'/LL /lo ;G��'I A9/S T P/PE MOUND ABSORPTION_SYSTEM o�� ^� ^ e 31�>°vC CT�'. C w; I �1.9•V/FO.:.: — — — {`RFSSURE LATERALS I1;S'DIAP.IFTERI C,tJD MANIFOLD{3'DIAMETER)FOR APSC1,I t I vSTErJ e 7 ))) - - .- . .z" -• - _- i N, 10 BE SCHEDULE 40 PVC. ORIFICES SHALL BE 5:' DIAMETER ON THE BOTTOI•! (N 111E PIPES /IoJO��/ — — �� INSTALL 1�,' DIAMETER MANOMETER (2%-FOOT RISER) ON DISTAL END OF OI'F APSORPTIpt' - DISTRIBUTOR LATERAL, MOUND GEOTEXTILE MATERIAL SHALL BE SIDE EXX('N Glf 125 10 Z - _ SEPARATE MOUND TOPSOIL FROM MEDIUM SAND FILL SOIL ALL NEW I.AOUNO I'!l'F 10 HAVE (j1/T.L� �. .S7-0A1C 46SC4P710� -� i .+� TIGHT JOINTS. TOPSOIL, AT LEAST B' IN DEPTH, SHALL BE FINE GRADED 1() A CMOO111 O SURFACE AND SEEDED TO GRASS DESIGN 0 13 BDRMS @ 130 GPD/BDRMI 350 GPDI. MOUND DOSING IS DESIGNF 11 A 1 4 DOSES N — _ PER DAY, OR ABOUT 100 GALLONS PER DOSE THIS CORRESPONDS TO AN APPF Ia +110N RATE O ON THE ABSORPTION BED OF 0.25 GAL/SF/DOSE, OR 1.00 GPD/SF. w Q Z 1 I I I I MOUND PRESSURE DISTRIBUTION LATERALS SHALL BE 1 Y'DIAMETER SCHFDUI 1 40 PVC.WITH U A TOTAL LENGTH EACH OF 44 FEET (22' FROM THE CENTER MANIFOLD). ORIFICI S SIIAI L BE "- N � DIAMETER DRILLED AT A SPACING OF 5 FEET, BEGINNING 2.5 FEET ON EITHFf? SIDE OF THE MANIFOLD, WITH THE DISTAL END HOLE DRILLED IN THE PIPE CAP A TOTAL OF 1WFNTY (20) DIAMETER ORIFICES SHALL BE DRILLED IN THE DISTRIBUTOR LATERAL SYSTFK! Fa) o D/ST,2/,BUT1011 SYS7-Z-R L AKOaT o _ UNAUTHORIZED ALTERATION OR ADDITIO"J TO 5•) THIS PLAN IS A VIOLATION OF SECTION -209 w ` OF THE NEW YORK STATE EDUCATION LAW g w > w O w Z WPM A ....... .....r.- - i f W F- t PROPERTY LINE DATA TAKEN FROM A MAP OF A SURVEY PREPARED BY COULTER & McCORMACK, LICENSED LAND SURVEYORS, GLENS FALLS, NY Z /I/o,Q/Wlo o QUJ i / BLACKTOP DRIVE FRAME GARAGE Z 00 = J (/ �p D w o0 1 l•J N N 40 1* N W a TEST HOLE DATA M , N M MON PIPE FOUND / Z " i N CA►P 89 29'-40" E ED uND 12 ./ CMP . r7` } t W 0" -12" TOPSOIL - \ 1 W 12" - 30" SANDY - + . ' \ LOAM ------ . �,\ \ O D ' 30" 60" CLAYEY in LOAM ' * / , �` ar4 1 60" GROUNDWATER � - \ 0J 60" - 90" CLAYEY LOAM • � ,:. ,. ,,. _ .. 4 .r, 32 { a a O . /A' �;.. W f a (LA K cc E T.H. #� 2 \ _ ''� PROPOSED 't o T.M.#7 A p `►, /O' 3-BEDROOM �+ ` T.M.Ii \ trio LEDGEROCK @GRADE; ABLE \ ��j ,~ HOUSE N T.N.N .. .. •� �:M.a>s_: �w , � � TO PEEL ROCK TO DEPTH OF 30" �J - 4.ee�d:�•w<+ ,+N+. ....q •a•aa•. +a..w .,�•�+.ywwt � � M.aft •W \\ i \ -- — —--T.N.aT7 ——— I'' ———— O J.H. #I 3 a .ter \ tw•• ,-r�r .•«+a ««as ,.»r»•w.. -4r- ...», �' I o a LAKE ELEVATION 320.0 taM o�cioN>>Br�rwr sawn ^\ \ 0" - 3" TOPSOIL � TWO 44'LONG, 1%" IA ER SCHEDULE • 1 II 3" 28" CLAY LOAM Z 40 PVC PRESSURE DISTRIBU LATERALS 28" LEDGEROCK T.H. # 4 MOUND ABSORPTION SYSTEM \ \ ! '� i� � \ ( , W N 350" J � 14.5 � 0" - 8" TOPSOIL I � � \ j,. c_ _ N 89•-29'-40' W \ ' ` Lw W �- 8" 36" CLAYEY LOAM 1—BATMEr MARKEfI FgJNo H � g a 36" GROUNDWATER x g \\ ! S46 44 in 0) � &ATMEY MAID FOUND + 36" 90" CLAY \ M I uj � CC z m r \ I \ � 0" 8" TOPSOIL (/ " = Z O ' "n OCL 8" - 20" CLAYEY LOAM WITH MEDIUM SAND L \ Z 20" 30" CLAYEY LOAM \\ (� O O 30" GROUNDWATER \ 30" - 72" CLAYEY SANDY LOAM & GRAVEL \ LL SOIL PERCOLATION DATA j \ V 0" - 8" TOPSOIL \ O 8" - 22" SANDY LOAM 22" - 34" CLAYEY LOAM STABILIZED PERCOLATION TEST RATE = 60 MINUTESANCH \ ) 34" - 78" DRY CLAYEY SPIT �iu' _ - - +_^AXED Iff4L T.H. rY 7 0" - 8" TOPSOIL 8 - 28" CLAY LOAM GROUNDWATER 1. 28" - 78" DRY CLAYEY SILT T.H. # 8 N n 0" - 8" TOPSOIL F W • 8" - 14" CLAY LOAM J .. 14" GROUNDWATER I i a 14" 62" SILTY CLAY I �4,6D/UM ,1.IA/D Or//-z_ 33S 33q u 9z 3 Lu .TEED 7v/".4-or > N _ .✓ — r E O U.VD AC' G E j: E G r y c9 E aBL / .oEQ�IE 4©0 J 1 W . .....•: ....:............ ... .. ..:•. . .•..... ......... XT E.4�iCE .may 34/•5 50 'i; ::::..; . : V 341.0 W 7. (o$I E.Y/.lT/�1/6 a Am IN . . . MOUd/D .9a8SGl�PT/G�t/_SYSTENI ,J'�o�au�y PE,PME.4�LE //v-s�rU .roiz --- i%� "��.rcfrEou�E 40 �� �� '• CN.Ts.) � OE,eF LYST ZW17 '� GLUT .• � ��•� 1 • �i'J . • a7 H • • • o�ficL �"� CE,ClrE.Z II Tf�P, %� GItJf%LE doT. of ///SCIaEO. 40 ' • /.�./,oE.P,f/f.4aGE .fATUE.4TED J'o/L � • 1�j • • AC E.t/O G9�(TYP)j dab�yG D/ST. LATER.9G - O�/LG //o PYC DUST. P/PE MOINMO ABSORPTION SYSTEM �D�/G L 4. RoecE ti!q! 3'�YOtC CT,Q. ,�qq d/FOLD77. 77- =."� 7-- 777 XZ C719AI • PRESSURE LATERALS 11 X"DIAMETER)AND MANIFOLD 13"DIAMETER)FOR ABSORPTION SY EM TO BE SCHEDULE 40 PVC. ORIFICES SHALL BE %" DIAMETER ON THE BOTTOM OF THE( ES. T/ �/ rV �•TF/�j� ' I — — INSTALL i Y.' DIAMETER MANOMETER 12%-FOOT RISERI ON DISTAL END OF ONE Aa,40RP I11 ! /r/O UN� �W O�/O/ f /Y y a/ J / /�( DISTRIBUTOR LATERAL. MOUND GEOTEXTILE MATERIAL SHALL BE SOE EXXCIN GTF-t2 TO STOac�E A.BSG�PPT/0�8F� I SEPARATE MOUND TOPSOIL FROM MEDIUM SANG flLl SOIL. ALL NEW MOUND PIPE TO VE (' TIGHT JOINTS. TOPSOIL, AT LEAST B' IN DEPTH, SHALL BE FINE-GRADED TO A TH li✓1 f O I;i.• �a r I SURFACE AND SEEDED TO GRASS. 0 n (( , N DESIGN 0(3 BORMS 0 130 GPO/BDRM) - 390 GPD). MOUND DOSING IS DESIGNED AT 4 N PER DAY,OR ABOUT 100 GALLONS PER DOSE, THIS CORRESPONDS TO AN APPLICATION N 0 ON THE ABSORPTION BED OF 0.2S GAL/SF/DOSE,OR 1.00 GPD/SF. W J Q Z / MOUND PRESSURE DISTRIBUTION LATERALS SHALL BE i%'DIAMETER SCHEDULE!40 PVC, U m Z/t SI S I $a 4 / - 3/ A TOTAL LENGTH EACH OF 44 FEET 122'FROM THE CENTER MANIFOLD)_ORIFICES SHALL DIAMETER DRILLED AT A SPACING OF 5 FEET, BEGINNING 2.5 FEET ON EITHER SIDE OF HE MANIFOLD,WITH THE DISTAL END HOLE DRILLED IN THE PIPE CAP. A TOTAL OF TWENW1201 %'DIAMETER ORIFICES SHALL BE DRILLED IN THE DISTRIBUTOR LATERAL SYSTEM. t Arsr,1� vrioy srsrEtil �,4�oyT� c (w r. 5.) j UNAUTHORIZED ALTERATION OR ,ADDITION TO THIS PLAN IS A VIOLATION OF SECTION 7209 m OF THE NEW YORK STATE EDUCATION LAW W W Q 0 _ ,1117E 10-14A1,4"_cil10S.D ,4P/Z/L ZG, /.9.53 Copyright 1992 by SCUDDER Associates