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2002-280 e.111111% TOWN OF QUEENSBURY • 74 2 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building& Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20020280 Date Issued: Thursday, July 31, 2003 This is to certify that work requested to be done as shown by Permit Number P20020280 has been completed. Tax Map Number: 523400-239-019-0001-005-000-0000 Location: 26 JOSHUA ROCK Rd Owner: KEVIN &MARY BETH MASCHEWSKI Applicant: KEVIN MASHEWSKI This structure may be occupied as a: By Order of Town Board Fireplace TOWN OF QUEENSBURY Garage - 2 Cars Attached Single Family Dwelling (--2)ej,4 y x Director of Building&Code Enforcement ,, TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20020280 Application Number: A20020280 Tax Map No: 523400-239-019-0001-005-000-0000 Permission is hereby granted to: KEVIN MASHEWSKI For property located at: 26 JOSHUA ROCK Rd in the Town of Queensbury, to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: KEVIN&MARY BETH MASCHEW Fireplace 26 JOSHUA ROCK Rd Garage-2 Cars Attached QUEENSBURY,NY 12804-0000 Single Family Dwelling 200,000.00 Total Value 200,000.00 Contractor or Builder's Name/ Address Electrical Inspection Agency Plans &Specifications 2002-280 KEVIN &MARYBETH MASHEWSKI 2047 SQ FT SINGLE FAMILY DWELLING WITH 2-CAR ATTACHED GARAGE AS PER PLOT PLAN SPECIFICATIONS $291.24 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday,May 06,2003 (If a longer period is requited,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the . . Que9sbu ; o/+ay,May 06,2002 SIGNED BY atetk '4ff for the Town of Queensbury. Director of Building&Co:e Enforcement Building Permit Application Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit File No. No inspection will be made until applicant has received a Fee Paid $ valid building permit. All applicants' spaces on this Rec.Fee Paid $ s application must be completed and must appear on the Reviewed By. application form. tY'�v;of S tOt rc G�tey�' f3zS r., raj l/ke-r Applicant. kevt"n 9` /144-14eG-i1ki Owner: Address: 'FjeG7- 12x5 e-- Address: 1A,)), Phone#(a-j!g>)tptob- qg2 Phone#( ) - Property Location: Lot Number: / House Number t2�t1 Tax Map Number: Subdivision Name: W New Buildin : _ rese ommercial Estimated Market Value of Construction: ❑ Addition: residence/ commercial If an Addition,what will use of new addition be? ❑ Alteration: residence/ commercial ❑ No change to exterior size: residence/com'l _. ❑ Other work(describe ) ` i Check OecupancyInformation 15`Floor 2a Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet L� Single family dwelling I/ 'E--'c'2. ❑ Two,family dwelling lli� ❑ Townhouse ❑ Multifamily dwelling #of units ❑ Office o Mercantile ❑ Manufacturing ❑ 1 car detached garage ❑ 2 car detached garage ❑ 3 car detached garage ❑ 1 car attached garage . 2 car attached garage ❑ 3 car attached garage ❑ Storage building- commercial ❑ Storage building- residential ❑ Other What is the proposed height of the structure "c 7 20,feet q inches Will any second-hand or ungraded lumber be used? If so,for what? 04C71 Type of Heating System: electric/ oil gas 1 wood /forced hot air baseboard other: Number of Fireplaces to be installed �_ Number of Moodstoves to be installed cr � List Below the person(s)responsible for supervision of work as regards to building codes: ���✓✓✓"` Name Address Phone Number Builder, la)1,0 4e- oi6 Pl r 1071 M I Ele ian Declaration: please sign below after you have carefully read the statement: t i To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,area true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that I/we shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or D''ec or of B g a s,an rilt S'ttrvev by a licensed surveyor;drawn to scale,showing actual location of all eo true'on. Signature: `owner,owner's agent,architect,contractor Application for Permit-Septic Disposal Systern�l j Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: .l__.. ___.._. _..._.. e Use Location of installation: File��,,��++ _ ets - Tax Map No. / / 0V I OF 0l �ZSB r ---- �� u Owner's Name-, A i�L Y5 t ....._............ -..---------------- .....__...;......._..._..............._.. Address: c � PHONE NO. 2. INSTALLER'S NAME P-1 1) 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply# of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House- No of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdrm = 1980-1991 x 130 gal/bdrm = r -present-""g x 110 gal/bdrm = `ate C9 { Garbage'Grinder Installed yes-Le--�/ no Spa or Whirlpool Installed yes_ / no ✓-� 4. PARCEL INFORMATION: (circle applicable information_&indicate measurements) To o rah Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Su 1 FZ sand at what depth at what depth municipal Rolling, clloam t-1- A feet ' `feet well Steep slope clay if well; water supply %slope other ! from any septic-system depth: ! absorption is�ft other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: rs;�Ai-5-5---Minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in-a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. j Septic Tank: '2!56 gallon (min. size 1,000 gal.) ( Tile Field: each trench_.. _ft. Total System Length: c!)g!�) j Seepage Pit(s): number of t.- i 4 size of each: ft. by ft. Size'of Stone to be used: depth or thickness feet Bed System Size: x Alternative System: length and/or size • 2 {V t 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements o e own of Queen Sewage Disposal Ordinance. Si ature of responsible person Date 6/31c>) I 4 ENERGY CODE COMPLIANCE APPLICATION RC CO= TOWN OF QUEENSBURY, WARREN COUNTY 1 vEjJ 9000 HEATING DEGREE DAYS . PR 1 9 2002 Compliance Methods: PART 5 - Acceptable Practice Meth uv,,,,,,u,, ,S•:�=. 1&2 Family Dwellings (onPART 6* - Thermal Rating - Component Tra ee@ DE 1&2 Family Dwellings;. Multi-Family Dwellings (3 stories or less) PART 4* - Design by Component Performance Commercial Buildings-Hi Rise Residential f� f *Requires submission f worksheets f�6../'i�-L h� V► ' '2C_v -,�� �- ? APPLICANT'S NAME: PROPERTY LOCATION: PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1 . Gross Floor Area - 2O 7 square feet 2 . Type of Heat - Electric Oil A !!1°____ Other 3 . Is building mechanically cooled? al - 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 O,© 44 8 b. Exterior walls R jc c. Glazed areas R 3,2 d. Exterior doors R 4ea. .2 e. Floors over unheated spaces - R 1I') f. Edge of slab on grade (heated building) R ►-l/A g. Basement/cellar walls (above grade) R %i h. Basement/cellar walls (below grade) R i . Heating/cooling-ducts-piping in unheated space R t-� A 6 . Service .(domestic) hot water heating devic= Conforms to. minimum efficiency per code - No TEMPERATURE CONTROL MAXIMUM SETTING 140° - WILL NOT BE EXCEEDED Appl' a t' gn- 41, Da ?hone Number • i1 2oa2 (5►) ( a--,os INSP TOR' S REMARKS: Fire Marshal's Office Town of Queensbury,742 hay Koaa,tuecuSuux y,i.x (518)761-8205 a0 4 .,. Application for Fuel Burn�a_Appliances & Chimneys pp applicable to solid fuel & vented gas appliances -- _ �o - _. _ . , Date t7 r i k , 20 , "+ Permit NO.'-' Application is hereby made to the Building& Codes Office 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 per form required inspections. NOTE to applicant: Rough-in and Final Inspections are required. . Applicant Information Fuel Burning Appliance Information (circle appropriate words) Namers o '' 1s` _l . =„ , stove: wood coal pellet gas;,,-z Fireplace insert • . Address: , Pam.1- i "j 1 Fireplace, factory-built: wood gas h : V.,µ f r ---A .,r, ek 0 ,f i 4 �tjr, Fireplace, masonry: wood,,• gas Furnace: wood ,-gas,; oil Phone , tE')s\ 1.0.1,— -l I. ' . . • If non-masonary applicance, please provide • Owner: • Manufacturer Name: 1..i.,`A Address: . Model Number: q F 2...`4 . Chimney Information Phone: - .._ - - ' - (circle appropriate-words)' - - - -- Masonry 'block...)brick stone ' Flue #,, tile_,F• steel size:/.2,,,:.!9 inches Exact Address: cleip w t '" ' of construction or installation Factory-Built • . • ` Manufacturer name: . Model Number: • Note: - Listed.By: Number: • . Construction/Installation must '. ' •conform to NYS Fire Prevention &Building ' Indicate (circle) chimney material: - Code. Consult available Town of Queensbury Handouts regarding required.inspections. Double wall / Triple wall / Insulated / Direct venting Chimney Liner • C slaier'Et Departmeit— :70.,, c .f Qzaee.muisbrwy, NesrQ Zrrn'J Fire Marshal Code# $Collected $Ref rnded ,RCceived fi-orn (ref � r(refunded to):T'"' A '-�" 4?__ ,._. � -•- t,t addi ess: _ . A 173 3389 (190) Public Safety ..,/ r' A 233 2655 (230)Minor Sales i _— DATE` ``,-1 I1 I�-) (,.i f-.,, ). Q_€ n -Twy,, G oz-D White(Applicant) / . Green(Fire Marshal) / Yellow(Bldg.Dept.) / Pink&Goldenrod(Cashier's Dept.).. N Residential Final Inspection . Office No. (518)761-8256 Date Inspection reque - -iv-•: Queensbury Building&Code Enforcement Arrive: . p i-..rt: "00. 742 Bay Rd., Queensbury,NY 12804 Inspector's Init.: s: -� NAME: c 1 \a_`3)ti2;L,,; ; @A P IT#: LOCATION: a-c , Jb irwc ' (2 ►;ATE: TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof Roof Complete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Grade away from foundation 6 in. with 10 ft. Handrail Termination at Newell Post or Wall 8 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to.furnace area Furnace/Hot Water Heater operating • •Low water shut-off boiler Relief Valve(s)installed S Interior privacy/trim/doors/main entrance 36 in., Kitchen watertight Safety glazing Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade • Basement stairs closed rise>4 inches _ . '/hour fire door/door closer Garage fireproofing ✓ Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 sq.ft.-150 sg.ft.vents Building No./Address visible from road Final Electrical . Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept Inspection Sticker Flood Plain Certification, if required Okay to issue C/C(Cert. Of Compliance) Okay to issue Temporary C/0(Cert.Of Occupancy) Okay to issue Permanent C/0(Cert. Of Occupancy) L:\SueHemingway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003 •-- • Residential Final Inspection 1 \a .� Office No. (518)761-8256 Date Inspection request rece. - Queensbury Building&Code Enforcement Arrive: fp ►.epart: 1i; a ../2m 742 Bay Rd., Queensbury,NY 12804 Inspector's Init., s: NAME: !11 E,3 1 i'� i6.1)11 l '/ IT#: LOCATION: �j A HU L.V i\ Ro (c� [ATE: 7 -1.3 TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof Roof Complete Guard 30 in.or more a@ stairs,decks,patios Guard at stairwell at 34 in.or more Guard at deck,porches 3Ott-eriaze Exterior Finish Complete • Interior/Exterior Railings 34 in. to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Grade away from foundation 6 in.with 10 ft. * Handrail Termination at Newell Post or Wall 8 inch clearance to sill plate _ Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler * Relief Valve(s)installed • Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing Window in stairwells safety glazing . \ Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: V D Bathroom Fans, if no window C--C) Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches %hour fire door/door closer / / _>v2k19 _0k -Nn-- 1r Garage fireproofing Duct work Sealed properly Attic access 30 in.x 2 in. x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 sq. ft.-150 sq.ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C(Cert. Of Compliance) Okay to issue Temporary C/0(Cert. Of Occupancy) Okay to issue Permanent C/0(Cert. Of Occupancy) IMPERIAL SECURITY SYSTEMS INC. BURGLARY-FIRE-MEDICAL-CCTV-ACCESS CONTROL NYS LICENSE NUMBER 1200076705 518-273-SAFE CERTIFICATE OF ALARM INSTALLATION Dear Sir/Madam: This is to certify IMPERIAL SECURITY ALARM INSTALLATION at the following residence: Kevin Maschewski 26 Joshua Rock Rd. Queensbury,NY 12804 Date of Installation: 1/29/03 The system consists of the following: Yes CONTROL PANEL WITH BATTERY BACKUP Yes INTERIOR DETECTION DEVICES Yes PERIMETER DETECTION DEVICES Yes SILENT PANIC No MEDICAL Yes AUDIBLE BURGLARY Yes 24 HOUR DIGITAL MONITORING SERVICE No WATER LEVEL Yes TEMPERATURE - - No _CM_ —Yes SMOKE DETECTORS No BEAT DETECTORS No RADIO BACKUP No GAS DETECTION If you have any questions,please contact me directly. Sinc y, pe ,al ecurity Systems Residential Final Inspection cll..-- .- . Office No. (518)761-8256 Date Inspection requ r e 16 d-C71) 3 Queensbury Building&Code Enforcement Arrive: •t part: ;' ./70 a� 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi s: l • ,�n ,, - I 00D--oil a NAME: �✓{ `�S(�1�� � � e5(TE: l�T#: t� � LOCATION: js Lwc,, i'2�� 'C --• I �3 TYPE OF STRUCTURE: Comments 61-1 Y N N/A 0 - / Chimney Ht./"B"Vent/Direct Vent Location t/ �_� ^/c52)4_ lJ I< (N Fresh Air Intake ✓ i��O I 3 inch Plumb Vent through roof f Roof Complete .✓ a pill kU W-44' `�e Guard 30 in. or more @ stairs, decks,patios Guard at stairwell at 34 in.or more L -�(ep 1/�v � n/�- Guard at deck,porches 36 in. or more of ^-° / iJ Exterior Finish Complete ,/ 1 e �/ Interior/Exterior Railings 34 in. to 38 in. 6 „),_,.4Oa 1'�Q`� 1'� i, Platform at all exterior doors i 'G,i'i /(o via '3 /Interior Handrails stairs 2 or more risers ✓ Grade away from foundation 6 in.with 1 ft.,/ / Handrail Termination at Newell Post or all / 8 inch clearance to sill plate / 1/ Gas Valve shut-off exposed/regulator j8 above grade / / Gas Furnace shut-off within-30 ft.orwit ' line of site / V-F t-ko`AT:-- D ove,e 44>; -`-d Oil Furnace shut-off at entrance to furnace area ° '1 k� rLj c , Zc:-.)s) i. R— ` t a�T(�lL Furnace/Hot Water Heater operating / f 0���`� i Low water shut-off boiler ✓ Relief Valve(s)installed — l�� -i II- li A�'c)P-•,�k L c Interior privacy/trim/doors/main entrance 36 in. /, Q ��� �\� Bathroom/Kitchen watertight ‘�f Safety glazing �/j \ ST-Y �\- DGI .To�ST4 D Window in stairwells safety glazing �/ Interior Smoke Det�Ctors: V EQ=' .V' "Ri,_= -� TJ �,;�\ \sk1Every level: V / Every Bedioom: (all Outside every bedroom a: / 4 ���G� Inter Connected: / Battery backup: 1/ -"" 1,-.).- Bathroom Fans,if no window / �E-�E� ��t-1 `�� I"� Carbon Monoxide detector Plumbing fixtures ;// ~ ,5r 6@ , �, ‘y, l vE,, bi. Foundation insulation . " Cam_<� �\�� � i�.� Floor truss,draft stopping finished basement 1,000 sf ,/ Dj D _ Emergency egress below grade ✓ Vl la b°� Basement stairs closed rise>4 inches / 1�� `�DUR-6 NOD %hour fire door/door closer E c� �� f V-b�� - �K-RbE �\DE Garage fireproofing F.C_ Duct work Sealed properly 1/ t]* E-�N j 1� ?_ Attic access 30 in.x 2 in.x 30 in.(ht.)In accessible area ,/ Crawl Spaces 18"x 24"access, 1 sq. ft.-150 sq.ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan ✓ As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification,if required f Okay to issue C/C(Cert. Of Compliance) Okay to issue Temporary C/0(Cert. Of Occupancy) Okay to issue Permanent C/0(Cert. Of Occupancy) �. — Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 t Fire Marshal's Inspection Report Request � /�} SCHEDULE Received'JL'�• /4, 3 Permit#X42-?�0 INSPECTION ON: Ve-irk• /p e1)3 Name: to t)c, cl).4Sl r-- -3-U AM e ANYTIME Location: c49 so a 6,3 ''r--__(- qb PS APPROVED a c7 ' N/A YES NO (J COMME r cr, ��( EXITS �nte"`, nn - /_ AISLE WIDTHS (a L1` `� EXIT SIGNS-NORMAL v - BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHERS (\4\ Lat "V ?1/FIRE ALARM SYSTEM Meal Q FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION • INTERIOR FINISHES — Q -L1-k e �Q /S�) . , ,52 STORAGE _�� COMPRESSED GAS El CLEARANCE TO SPRINKLERS A4 [6" Ae4C/1 ---o< CLEARANCE TO HEATING J UNITS CLEARANCE TO ELECTRICAL r'REQUIRED SIGNAGEIII Jj (b 'I�-l� Z I Uubvve, EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN /i CHIMNEYS fit l�(� MASONRY ROUGH IN . Yr OP ,J FINAL LW C/ �^ 111244-1CHIMNEY It ell FACTORY BUILT ROUGH IN v FINAL �/ "�' '� J -fro (b(be_ WOOD i `���(e 4Atitoyfrki)A,40_ STOVE ROUGH IN I FINAL VENTED GAS APPLIANCE ROUGH IN I FINAL FtraAirt5i,kaQ�� �I .W 0/ FIREPLACE co - C `.. MASONRY ROUGH IN OK THIS DATEq OK FOR CO NOT OK LA FINALa) ■ } FIREPLACE FACTORY BUILT ROUGH IN ■ L / C\ `INSPEC BY FINAL COMDEV/C HRISJ/WORDILETTERS2001/FIREMARS HALINSPECTIONRE PORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY TOWN OF QUEENSBURY BUILDING & CODS ENFORCEMENT 1. „7SBURY ' 1 A BN ROAD "ems". QUEE NY 2804 (518) 761-8256 ARRIVE: DEPART: INSP: FINAL INSPECTION REPORT COMMERCIAL MULTIPLE DWELLING (hotel, motelcomp ) •Z DATE IN PE TIION RE EST � RECEIVED: ��... �,�/ a�- NAME ()`/N �7 aSc.ket.); LOCATION (. -"jo DAT hI 5N '5 PERM T # (?(-,L(2-46 • TYPE OF STRUCTURE FOOTINGS BACKFILL PLUMBING_ INSULATION N/A YES NO CHIMNEY/"B" VE T/H. GHT PLUMBING VENT/F TU ES ROOFING EXTERIOR FINISH HEATING/HOT WATER RELIEF VALVES FLOORS • FOUNDATION I ULATIONI INTERIOR STAIRS/RAILI!NGS STOCKROOM ENCLOSURE FIRE/DEMISE WALLS PENETRATION FIRE DAMPERS CEILING FIRE STOPPING FIRE DOORS/CLOSERS EXIT DOOR HARDWARE EXIT STAIRS/RAILS PLATFORM/ELEVATOR HANDICAPPED ACCESS HANDICAPPED BATHS HANDICAPPED PARKING FINAL ELECTRICAL SITE PLAN/VARIANCE REQ. V FINAL SURVEY PLOT PLAN, IF REO vi) OK TO ISSUE C/O OR C/C TOWN OF QUEENSBURY . BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name v Location d� Date , 9Z./9 Permit # 0Z'2 ic0 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/Pit Openings Sealed? Yes No Partial LOCATION/SEPARATIONS: Foundation to Tank feet Foundation to Absorption feet Separation of Pits feet Conforms as per Plot Plan Yes No LOCATION OF SYSTEM ON PROPERTY: (circle one) Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS: O A/ ,16A 615 SYSTEM USE APPROVED: 10 NO Arrived: t 4 . Departed: Building Inspector COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INCQl„ Main Office 176 Doe Run Road-Manheim,PA 17545 Q MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL A • Permit No. /� Cert. N 7 9 4 9 6 Cut-in Card No Owner ��/... .ls�'C6 �f4 In �, ' o- Location . e!" L/4 2eCE t'W ��2lit7 Installation Consisting of 5 e SW/ Q SG/Z 7 Se / 7-4-1 �.. .. ... /�l °IS P le''9' J f S zis Pb9,c.�c'Z .....f.4-.... 772411 c Installed By J.• 6-7 y Z4 G Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon till introduction of additional equipment or alterations,application shall 1- /romptly made for inspection. Inspectors of this Company shall have the privilege of make g in••ections at any time, and if it rules are violated,the Company shall have the right r oke t 's certifi at Date A-6 w°--3 INSPECTOR / NA 1.n.N FDA I A F - COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No. Cert. N Q 7 9 4 9 2 Cut-in Card No. Owner /ti..1 42. C6ZI)$.K/ f*... Location J AeCg, R,0x / f Installation Consisting of.�`^.�, lU t✓72 P4A4l f ' £ etJ 72'u7Lz /tI a Installed By L..:.CA2/v Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued i cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon thi introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privile: of ma ' inspections at any time, and if it rules are violated,the Company shall have the right • •ke t s ce ificate Date.../--6 w 3 INSPECTOR r - L Me...1.e.N D D A l A D yvv,0 a,ODb-- -N Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: i Queensbury Building&Code Enforcement Arrive: am/p i Depa . ��- 7 m/pm 742 Bay Rd., Queensbury,NY 12804 Inspe ctor's Initials: V NAME: 1�C�/ ,� \ PERMIT NO.: 0 2 J LOCATION: INSPECT ON: 01 --0 —(7 3 RECHECK: - Comments and/or diagram Soil Typ4att,--) S /Loam/Clay Type ofunicipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. LrjC A i �j Length of each trench k ft. Depth of trenches ft. Size of Stone 4/ Seepage Pits: Number • Size: x Stone Size: Piping Side Typp Building to tank fL 46.4) cc� Tank to �y f' .13istl ibuti to Field/Pit icO2 Z(. Opening Sealed: Y/N/Partial Location/Separations Foundation to tank (rgoSjktu) 5 ft. Foundation to absorption 25 ft. Separation of Pits e"°'\ ft. Conforms as per Plot Plan Y N /qG(.� �JC 0 ,1 ) Location of System on Property: A" f � Front Rear Left Side Right Side�' (15 j !(0 6-- Middle Front Middle Rear System Use Status( Approved V Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved /ate �+ }� 77 Office Use GENERAL INSPECTION a I,,PORT (e ��O/O( Inspector: Town of Queensbury Ready at time: . dDept. of Community Developme t Request received: Building& Code Enforcement At time: ffe 742 Bay Road Queensbury, NY 12804 ARRIVE am/pm: DEPA T(l`/ am/pm Notes: - /577te (518) 761-8256 Inspector's Initials NAME: d/6/16 yL / PERMIT# e ' 6 LOCATION: O 43(14 UA- , r 6G1� INSPECT ON(date): t 4-774OZ7 TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS 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/Wallpour , ' Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- uct work or piping in unheated spaces R- P oper Vent,Attie Vent •ram3ng / . `lack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour enetration Sealed ire Wa112,34rhour ,,ki;.esto )ing'''-------z.' ) L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc • Office Use GENERAL INSPECTION REPORT Inspector: Ready at time: Town of Queensbury Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road / �� Queensbury, NY 12804 ARRIVE am/pm: DEPART rZ/55am/pm Notes: . (518) 761-8256 Inspector's Initials ge----- NAME: �� EGc3 S ( PERMIT# r ?,r 2.-Cj u LOCATION: 4 S kd<J- y�L�f< INSPECT ON(date): L Qv TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS 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/Wallpour Reinforcement in Place Foundation/Dampproofing �,---- Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing _ Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing . Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour_ P netration Sealed toppin 3, our_ /' 6. 44 � (n `wig- G� Irerestopping �hLL�6'�/� V G( ..(LE16-a `7 l� �x d L:\SueHerningway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: ` Li Town of Queensbury Ready at time: '7 Dept. of Community Development Request received: t f Ze'lIO2i Meet: Building& Code Enforcement / At time: 742 Bay Road ' 4) Note"''. Queensbury, IVY 12804 ARRIVE arn/p na: DEPART 1 am/p na (518) 761-8256 Inspector's Initials. all ```__, in NAME: Kttil V .�Ct_,�y(iheaS L. PERMIT# ;1 z. ��‘/ LOCATION:26 ,TUS ti ,,,_, CO C.L,b.A4.611A;r3 621. INSPECT ON(date): V 2J/6 Z- tu TYPE OF STRUCTURE: 3-rb RECHECK • N/A YES NO COMMENTS • 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/Wallpour Reinforcement in Place Foundation/Dampproo fmg Backfill Approval Plumbing Under Slab 2,Plumbing Vent/Vents in Place ough Plumbing. 4 V-- ea 'i -M115-filiti insulation„, __ A1'L�k 4l Foundation Walls Interior R- 01 ,PLC-;1C 1 S v _ ©& J S ) G%, Foundation Walls Exterior R- Floors R- — ✓ /, Walls R- lZ �� Ceiling R- U 0 ,/ Duct work or piping in unheated spaces R- roper Vent.Attic Vent fAmr rg _- l/ -r011 I (X--- 13),W e-0 0 --poiztk 6.- Jack Studs/Headers racing/Bridging / /Joist Hangers ✓ Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour _ g_c=t-ireil 61-5&614--/c) L L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc • @Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time:1: 62P__- Dept. of Community Development Request received: Meet: Building& Code Enforcement ' At time: 742 Bay Road t Queensbury, NY 12804 ARRIVE am/pm: DEPART ( Dram/pm Note ,t (518) 761-8256 Inspector's Initials 3'ci�/ NAME: i&u(a lI y 1 1'0 4,k ( PERMIT# 'O z— z-go LOCATION: i-6 5 1-.W k \5 . .0C)le-, INSPECT ON(date): _ q' "1.7/0 z--- TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS 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/Wallpour _ Reinforcement in Place Found at i o n/D ampp ro o fing Backfill Approval P robing Under Slab 7 / 65 1CC P6 1 umbtng Vei ?nts:in Place /�0—L-4--- „ p/'(L ` L ( ./r/ ough Plumbing (( /" -- eating 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- Z /roper Vent,_Attic Vent ✓Framing l-` : Jack Studs/Headers (-\t� IXO� . (5 Bracing/Bridging ! Joist Hangers '✓ 1,1t Sj--c,c,__ &g/z/is Gw-i— " b°A fri\'6 5 Jack Posts/Main Beam I Air Infiltration Barrier Fire Separation 1,2, 3,hour P netration Sealed ire Wall 2 3 4 hour S _ter, , i / —,� � 4 v( 1—FLr, CHA-5� sestoppin n!y 1 L CO/C,ett(e c (H.(ei-tile( L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc { Town of Queensbury '� Fire Marshal's OfficeOda f 742 Bay Road �i Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 _\ 1 2't\ ilif \ 0j\e6(-' Fire Marshal's Inspection Report Request C�J SCHEDULE Received: Permit# 02- ()l) INSPECTION ON: 7 76 '0 7--- Name: MA5461#(1 Q ) AM PM A NYTIME Location: S)51,11AA R Cl'� FA. P-- 1 APPROVED N IA YES NO COMMENTS • EXITS AISLE WIDTHS Fn EXIT SIGNS-NORMAL stir '1(� ci l l�1LM'(l"\e - BATTERY EMERGENCY LIGHTING �^ l FIRE EXTINGUISHERS k i • FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION /� (�tytlitbut4iL e✓- INTERIOR FINISHES ,1 / r Ot-tAt kLi STORAGE 17,e-ev-) r. !v I)�` A 21) COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS \7 - WU,V1/1 O eotiil Qcit I' CLEARANCE TO ELECTRICAL t J REQUIRED SIGNAGE EMERGENCY PLAN -_ C' t`f w /tar z u( rz4/�eLD- hr . v MAXIMUM OCCUPANCY SIGN ) (. CHIMNEY MASONRY ROUGH IN X ��- l j "14 - C/K / FINAL F� r J Vi ,L•( V/c2 I-Y CHIMNEY — (}�,� -}- t, \ t _ FACTORY BUILT ROUGH IN ` FINAL olm 4), \o Jog( - ID" to'c. WOOD 1 , STOVE ROUGH IN n'1 FINAL --- it LL 5 Too J /,� y1-11' I V a IA* VENTED GAS APPLIANCE _ ROUGH IN _ j% 'f' FINAL fall /S C1\ k� l/Ir(.J (_t4-t-L FIREPLACE MASONRY ROUGH IN X cOK THIS DATE i OK FOR CO NOT OK `, FINAL ` FIREPLACE `'k . •_. ,,' OF FACTORY BUILT. ROUGH IN INSPECTED BY FINAL COMDEV/CWRISJ/WORD/LETTERS2001/FIREMARS HALINS PECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY • Office Use GENERAL INSPECTION REPORT Inspector: •Town of Queensbury Ready at time: `1110 Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road , Queensbury, NY 12804 ARRIVE am/p pIZA/440 , 'am/pia Notes: (5I8) 761-8256 Inspector's Initials U NAME: 11"\---CS 67-c440 j + PERMIT# LOCATION: ` `v INSPECT ON(date): g TYPE OF STRUCTURE: RECHECK N/A YES O 0 I ENTS • ootings/Pie 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/W allpour Reinforcement in Place Foundation/D amppro ofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing • Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT I cpector: Town of Queensbury Ready at me: /1 Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE a, )E�AR ` %� am Notes: (518) 761-8256 Inspector's ./ i NAME: EV i f\ )SV->i PERMIT# ) 9 3.0 LOCATION: b S U G ROC \1 INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Fo s Reinforcement in Ph e The contractor is re•.onsible fo providing protection's om freeze for 48 hours followin_• the placement of the concrete. Materials for this purpose • site Foundation/Wallpour Reinforcement in ` :• ✓ Fours ion/Dampproofing '72 c fill Approval "YYJ Plumbing Under Slab Plumbing Vent/Vents in Place _ Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls:Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at tim 4r, Dept. of Community Development Request received: ?` Meet: z Building& Code Enforcement At time: 742 Bay Road , Queensbury, NY 12804 ARRIVE--am/pm: j DEPAR (� `yJam/p m Notes: (518) 761-8256 Inspector's Initials ") NAME: A27994e-b-CS PERMIT# LOCATION: c:;2 Lei J05`"�G a Lk_ NSPECT ON(date): 90 a" TYPE OF STRUCTURE: RECHECK N/A YE 0 COMMENTS CFootings/Pier iPlcnoIit ih'c Pour Foi Reinforcement in Pla e — .-y The contractor is r po 'ble for providing protectio fro freezing for 48 hours followia g t•e placement of the concrete Materials for this pu on site Foundation/W allpour _ Reinforcement in Place Foundation/Dampproofin_:Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Pl.ce 1111 � Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R • - Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping - L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc V) N MAP REFERENCE: EXISTING CONDITIONS PROPOSED PLAN a MAP OF A SURVEY MADE FOR �aa4 0 W BLANCHE LAW PARCEL AREA 11,326 sq. ft. I � o a DATED AUGUST 5, 1954 PARCEL AREA 11,326 sq. ft. 1,608 s ft. BUILDING AREA o BY JOHN B. VAN DUSEN 1,312 sq. ft. BUILDING AREA q' W N = 109 s ft. DECK D C uvi 213 sq. ft. SHEDS q' O 0 0= W 883 sq. ft. DECKS 1,750 sq. ft. DRIVE Z m CL 3 p DEED REFERENCE: 1,470 sq. ft. DRIVE & CONCRETE 0 ; TOTAL NON PERMEABLE = 3,467 sq. ft. m ALBERT S. & MOLLY DARDIS TOTAL NON PERMEABLE = 3,878 sq. ft. OR 30.6 TO OR 34.2% ALBERT S. DARDIS GREEN SPACE = 7,859 sq. ft. DATED OCTOBER 11, 2001 t/2 IPF GREEN SPACE = 7,448 sq. ft. OR 69.4 % 0 N o 0 IN BOOK 1236 PAGE 170 OR 65.8 U) N N Q O M N " Z d 1/2" IPF 1/2" IPF \ f"I have seen o f ail `•,erects suc °bse ved, believe 1 saw evidence of, ~f 1 s ho ses, ells, trees, fence \ \ 0 on this d s, etc., x all m su mthe also reel resent that t have set forth on he diagram.,, Fs SIG ATU �� O DA E wads � f • `;�,'• : 'v043 ,S rw 04f DUI+ 70•OQ00£ 39, .'' -r=' 04 00" p 'CAS�M p£ p �TIC ski w CV IV 10 a. 0 2Z.8' Z CL PROPOSED R 3bRs +DECK H�S�pw �� a '� DECK H'Q b 2 4 SECOND Sr fI< x 3/4 IPF .. . " a.g' ,. 1&0. °eC+cs o�tr s " 33 44fix1— 15.0' ao r� M AREA a 11,326 sq,ft. $ �, 0.26 acres m 4 AREA CO 11,326 sq.ft. 0.26 acres o r� WA 3 o • '' IS FN SQVRC �M 3.50 F4�Ik f 0go House M CQ c "76't ALONG SHORE Deck t pQRCH 76' ALONG SHORE J r �+c DOCK i a M z eQq RECF � �S£ > >8 3 V p IC 8.7 22.4� � 4) APR x ,` x 3 r 4.7 I -�. 1 9 2002 .. p� Q Cr ZONING INFORMATION: TOWN OFQ aV � BUILDING AND CODE 4.7 � ZONED WR-3A MIN. LOT SIZE 3 AC. M£AN HtG ems, MIN. LOT WIDTH 150' N WA7&£ , 32 22.71 1 SETBACKS �20 FRONT 30' r 'd SIDES (LOT WIDTH OF 70' ) 20' 0 00 kEgN k/G SHORELINE 75' - W4 7.R 1 P 320.20 w � to LEGEND: q* Data JAWARY 26k 20M IPF - IRON PIPE FOUND . GRAPHIC SCALE IRF - IRON ROD FOUND 20 0 10 20 40 80 �w � i Mo - UTILITY POLE ® - WELL M,y ( IN FEET > SHEET 1 OF 1 pQ - WATER VALVE 1 inch 20 tt. MIASCHEWSKI DWG. NO. 01304 D-458 GENERAL NOTES: G-1) SURVEY & MAP INFORMATION PROVIDED BY VAN DUSEN AND STEVES, LAND SURVEYORS LLC. DRAWING ENTITLED "MAP OF A SURVEY MADE FOR KEVIN MASCHEWSKI" REVISION 4 DATED 04-18-02. C G-2 CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT UFPO AND RECORD APPROXIMATE Q� FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION PRIOR TO INITIATING CONSTRUCTION; / 28 /J CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ♦ ♦ (MIN.) ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. G-3) CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE SYSTEM WAS CONSTRUCTED (NO DESIGN CHANGES PERMITTED WITHOUT PRIOR APPROVAL OFI ENGINEER AND APPROVAL � • — ,*_ DECEIVED AGENCY). 9 / a. Q��" G-4) CONSTRUCTION OF NEW PIPING, TANKS AND LEACHING SYSTEM SHALL BE IN CONFORM ANCE WITH THE 48 _ ,c .k::; 10' x 40' RAISED JpN 0 3 2003 MIN. �� NYS DEPT. OF HEALTH AND TOWN OF QUEENSBURY WASTEWATER STANDARDS, AND DETAILS/SPECS ON 17'—O" EASEMENT; ( ) — — '" -r. `�`�''�� ELJEN BED THESE DOCUMENTS. CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTIONPRIOR TO SEE NOTE G-5 , — y'��-"��"�`-1 "'•� '` TOWN OF QUEENSBURY ram . '<N�."' ,• �.V�"r�� \., BUILDING AND CODE CONSTRUCTION. / • • ,` ,\\���a:,��ti.+o'er y. 1_j+;y\ 4 •_�.v�.\: 1 O'-0ir G-5) EXISTING EASEMENT ACROSS MASCHEWSKI PROPERTY IS FOR ACCESS TO LOTS (2) TO THE NORTH. \. PROPERTY LINE %; Subsurface Investigation- APPR LOCATION OF RE CATED CULVERT - =�''� `� ♦ Test Pit #1 0 to 10"-20" (depth varies) Black Topsoil w/ Fill DESIGN INFORMATION: A�;" 10"-20' to 30" Red Brown Loamy Fine Sand w/ Silt & Cobbles 30" bedrock Hole of Bottom P.T. #1-`t Rom• WP (bedrock) DESIGN BASIS RELOCATE CULVERT � 'Y ' .:� �` -�•� ���� No Mottling High Groundwater Noted or Hi NEW YORK STATE DEPARTMENT OF HEALTH T. PROPOSED ♦ TOWN OF QUEENSBURY 4" DISTRIBUTION LATERAL♦ s. ��. ,'f �, :,; GARAGE @ 0.5% SLOPE (MIN.) Test Pit #2 10 MI POTABLE WATER SUPPLY 0 to 10 —20 (depth varies) Black Topsoil w/ Fill D— n; =. :" ;-'�' THE MASCHEWSKI PROPERTY AND BOTH NEIGHBORING PROPERTIES, TO D1 �� _ :,. 1250 GAL. 10"-20 ' to 30' Red Brown Loamy Fine Sand w/ Silt & Cobbles THE NORTH AND SOUTH ALL HAVE SURFACE WATER SUPPLY, FROM D1 EPTIC TANK (bedrock)/� + 30" Bottom of Hole bedrock LAKE GEORGE. EXISTING WELL ON PROPER 5 - - TO BE ABANDON D1 /� No Mottling or High Groundwater Noted ♦ NO OTHER KNOWN WATER SUPPLIES LOCATED WITHIN 150' OF 1j" FORCE MAIN , ♦ #Percolation Test 1 PROPOSED SYSTEM. ` \ Test Depth: 20" ♦ DESIGN FLOW Soil: Red Brown Loamy Fine Sand w/ Silt & Cobbles 3 BEDROOMS X 110 GPD/BEDROOM = 330 GPD PUMP STATION; Stabilized Percolation Rate of 6 minute 35 seconds. 4'0 MANHOLE RATED FOR 1 • PROPOSED ♦ (INSTALLATION OF WATER SAVER FIXTURES TRAFFIC LOADING S1 4" BUILDING SEWER , ♦ Q 2.0% SLOPE (MIN.) RESIDENCE 130't ♦ THROU HOUT RESIDENCE REQUIRED) 4" EFFLUENT LINE PROPOSED ` KITCHEN TO BE EQUIPPED WITH GARBAGE GRINDER. @ 1 .0% SLOPE *(MIN.) DRIVEWAY ,�6- � ♦ SEPTIC TANK ` 1000 GALLON (MIN.) CAPACITY REQUIRED FOR 3 BEDROOMS PLUS LANDSCAPING OR OTHER - ��\ �♦ 250 GALLONS FOR GARBAGE GRINDER. 125D GALLON CAPACITY REQUIRED. BARRIER TO EXCLUDE % ., PROVIDE 1250 GALLON SEPTIC TANK -. �: ;;,•; {. - •-- ,. , _�;• •7 � - VEHICLE TRAFFIC w C " re�`"���'a "$ �+rYst • +�sus .� � A �'� �� S � - ..EPTIC TAN K EFFLUENT FILTER �S ( ) MODEL A1801-4 X2 ZABEL " RESIDENTIAL FILTER x ',•� - _ Ya . eYl �+t�.� � •�i • .}ter � � �Y:.-"'.. C' e�`- a .f 6 ", L i,nt+k'_:.+ .t �'�'1���'�1T�r•��•.c R' � i � ''S .. � - ... .. -'* * �,*`.- i# -sad�✓� _p yi• -; 5' R-. , y : .. -i iy r i i 5•s'T i.f"€r` y #§yS 4� _ jt `i cE i. 1� ; - "y t �. '}i1 LEACHING SYSTEM (RAISED ELJEN BED) . 4 ., ... ' .;- . ,; `� • ,� 3 '' , i330 GPD = 0.7 GPD/SQ. Fi. = 471.4 SQ. FT. REQ'D . i. . (6 M TE PERCOLATION 10 MINUTE/INCH/INCH P OLATION RATE SOIL) •, .a `� _. Ki 471.4 SQ. FT. _ 7 WIDE TRENCH = 67.3 MINIMUM LENGTH OF ELJEN IN—DRAIN UNITS REQUIRED. PROVIDE 2 LATERALS — 36 FT. LONG Air i ♦ EACH ELJEN IN LATERAL TO BE (9) UNITS LONG ' ;• t G �i I RESIDENCE NYS BASAL AREA 330 GPD _ 1 .0 GPD/SQ. FT. = 330 SQ. FT. PROVIDE BASAL AREA AS SHOWN ON DRAWING (1300f SQ. FT.) � EFFLUENT DOSING / DISTRIBUTION PUMP DOSING / GRAVITY DISTRIBUTION VIA DISTRIBUTION BOX. ! " A 4, , s it L ���,• � ��� � '� ,. ; � °dv, \ DOSING Aj '`� �` rt• `' _ 3 �;+ ♦ �� 330 GPD _ 3 DOSES/DAY = 110 GAL/DOSE 6- \ 40 FT. OF TRENCH X 2 TRENCHES — 80 FT. X 7 FT. WIDE = 560 SQ. FT. t' ' -g. �i \ 560 SQ. FT. X 0.04 FT. = 22.4 CU. FT .! _ ' z77k _ O 22.4 CU. FT. X 7.48 GAL/CU. FT. = 167.6 GAL. PER DOSE ,. . 1 . 0 ♦ o / 0 2 41 LEGEND: ov // 10/31/02 ® SUBMITTED FOR LEACHING SYSTEM CONSTRUCTION EXISTING / BY OTHERS: < / // \ 5/2/02 zk SUBMITTED FOR BUILDING PERMIT APPROVAL NEW / PROPOSED IN THIS DESIGN: / DATE REV# ISSUED/ REVISIONS PROPERTY LINE: �— — — '�— — — �— / � / BY SHORE LINE: \ �� / F. NE/,``a SITE PLAN y n,C DRAINAGE SWALE: �° Sosrw�s � o ,� ti REPLACEMENT WA WA STEWATER EWATER DISPOSAL SYSTEM °°�. \ / �`�° _ .��d MASCHEWSKI PROPERTY TEST HOLE: JOSHUA'S ROCK CORPORATION - DUNHAM'S BAY � �y� N , o� �� QUEENSBURY, NEW YORK PERCOLATION TEST: \ FQ '575 `v DETAIL # SITE PLAN ��,� i p SS�a�'a�' 2 �P JARRETT - MARTIN ENGINEERS, PLLC DETAIL REFERENCE TAG: � SEE GRAPHICAL SCALE ��\ � DT 1 SEE DRAWING # FOR DETAIL GRAPHIC SCALE \ H o R FESSIONAL ENGINEERING SECTION CUT DIRECTION 10 0 5 10 20 40 \ P.E. 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 HT®2002 GLENS FALLS, N.Y. FAX: (518) 798-1864 SECTION LETTER SECTION REFERENCE TAG: DT 1 �Y� A ( IN FEET ) � � MAY 2002 02-016 SHEET: 1 OF 3 PE SEE DRAWING # FOR SECTION SCALE: 1" = 10' AUMPM BYA ENVM 16l _WRL F/216050202 Mas&emW WW Design-dog PLOTTED/REVIIS®:11/01/02 3W- M .r GENERAL NOTES: G-1) SURVEY & MAP INFORMATION PROVIDED BY VAN DUSEN AND STEVES, LAND SURVEYORS LLC. DRAWING ENTITLED "MAP OF A SURVEY MADE FOR KEVIN MASCHEWSKI" REVISION 4 DATED 04-18-02. APPROXIMATE G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT UFPO AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION PRIOR TO INITIATING CONSTRUCTION; 28 CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY (MIN.) ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. G-3) CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE SYSTEM WAS • CONSTRUCTED (NO DESIGN CHANGES PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER AND APPROVAL u. 9 — — ,J Y�✓�> AGENCY MIN. — �;'.�,�,�!�}Y,�.. 10 x 40 RAISED G-4) CONSTRUCTION OF NEW PIPING, TANKS AND LEACHING SYSTEM SHALL BE IN CONFORMANCE WITH THE (MIN ) — s '�',r � ' A, " NYS DEPT. OF HEALTH AND TOWN OF QUEENSBURY WASTEWATER STANDARDS, AND DETAILS/SPECS ON 17'-0" EASEMENT; — '' ,-r •, N. ELJEN BED THESE DOCUMENTS. CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO SEE NOTE G-5 � = 9=��;�Y��-• . -,��.,;; ,-.a• ,� CONSTRUCTION. '_ /" G-5) EXISTING EASEMENT ACROSS MASCHEWSKI PROPERTY IS FOR ACCESS TO LOTS (2) TO THE NORTH. / — �'� h�, 3�= 0 �� �, '`;: � ♦ PROPERTY LINE 0 APPR LOCATION OF ` -7 '�' " Subsurface Investigation: RE CATED CULVERT Test Pit #1 ,x� ,',` 0 to 10 (depth es) Black Topsoil w Fill DESIGN INFORMATION: "Q' 10"-20" to 30" Red Brown Loamy Fine Sand w/ Silt & Cobbles - Via" - P.T. #1==� R� WPLL 30" Bottom of Hole (bedrock) RELOCATE CULVERT � � -Jr ._,.* \ DESIGN BASIS Q�kP. #11 1 �\/ PROPOSED \ No Mottling or High Groundwater Noted NEW YORK STATE DEPARTMENT OF HEALTH 4" DISTRIBUTION LATERAL\ '`;r� - =� ;:,'LA- �=>-'- � s`��--�' GARAGE TOWN OF QUEENSBURY @ 0.5% SLOPE (MIN.) w, 1.,r!'d F;�, :=� Test Pit 2 g y��; .. ,,, : F t� `` 10 MI 0 to 10"-20" (depth varies) Black Topsoil w/ Fill POTABLE WATER SUPPLY D— D1 =� 1 1250 GAL. ,� 10"-20" to 30" Red Brown Loamy Fine Sand w/ Silt & Cobbles THE MASCHEWSKI PROPERTY AND BOTH NEIGHBORING PROPERTIES, TO � �\r EPTIC TANK EXISTING WELL ON PROPER 5 �,' D1 ,� 30" Bottom of Hole (bedrock) THE NORTH AND SOUTH ALL HAVE SURFACE WATER SUPPLY, FROM LAKE GEORGE. TO BE ABANDON D1 i No Mottling or High Groundwater Noted NO OTHER KNOWN WATER SUPPLIES LOCATED WITHIN 150' OF 14" FORCE MAIN �/ \ . Percolation Test #1 PROPOSED SYSTEM. \ Test Depth: 20" DESIGN FLOW PUMP STATION; 1 Soil: Red Brown Loamy Fine Sand w/ Silt & Cobbles 3 BEDROOMS X 110 GPD/BEDROOM = 330 GPD 4'0 MANHOLE RATED FOR Stabilized Percolation Rate of 6 minute 35 seconds. - TRAFFIC LOADING S1 ♦ 4" BUILDING SEWER PROPOSED ♦ (INSTALLATION OF WATER SAVER FIXTURES @ 2.0% SLOPE (MIN.) RESIDENCE 130'f ♦ THROUGHOUT RESIDENCE REQUIRED) 4" EFFLUENT LINE PROPOSED \ KITCHEN TO BE EQUIPPED WITH GARBAGE GRINDER. @ 1 .0% SLOPE (MIN.) > DRIVEWAY >6� \LANDSCAPING OR OTHER O ♦ \ SEPTIC TANK1000 GALLON (MIN.) CAPACITY REQUIRED FOR 3 BEDROOMS PLUS BARRIER TO EXCLUDE 250 GALLONS FOR GARBAGE GRINDER. 1250 GALLON CAPACITY REQUIRED. � VEHICLE TRAFFIC iyL \ PROVIDE 1250 GALLON SEPTIC TANK €. •"`;•# # y.2S"T"i. - ;,+. ..�'.+y�ar'3 -� ate;. - �6 �v eN \ SEPTIC TANK EFFLUENT FILTER * �� •* � � ���� •• }� • � �•ai As ♦ PROVIDE (1) MODEL A1801-4X22, "ZABEL" RESIDENTIAL FILTER. pry `• , ; ice'^r LEACHING SYSTEM (RAISED ELJEN BED) 330 GPD _ 0.7 GPD/SQ. FT. = 471.4 SQ. FT. REQ'D (6 — 10 MINUTE/INCH PERCOLATION RATE SOIL) ♦ 471.4 SQ. FT. _ 7' WIDE TRENCH = 67.3' MINIMUM LENGTH OF ELJEN IN—DRAIN UNITS REQUIRED. IN PROVIDE 2 LATERALS — 36 FT. LONG +� G EACH ELJEN IN—DRAIN LATERAL TO BE (9) UNITS LONG I RESIDENCE \ 1t NYS BASAL AREA _vK �► EP 330 GPD _ 1 .0 GPD SQ. FT. = 330 SQ. FT. ' •' °`4" �`3 `. \ `� PROVIDE BASAL AREA AS SHOWN ON DRAWING (1300f SQ. FT.) _ • v�, EFFLUENT DOSING / DISTRIBUTION PUMP DOSING / GRAVITY DISTRIBUTION VIA DISTRIBUTION BOX. It AG • NNW \ DOSING -• �• 330 GPD _ 3 DOSES DAY = 110 GAL DOSE '� ♦, 40 FT. OF TRENCH X 2 TRENCHES = 80 FT. X 7 FT. WIDE = 560 SQ. FT. r1 \ 560 SQ. FT. X 0.04 FT. = 22.4 CU. FT t .•= . 22.4 CU. FT. X 7.48 GAL/CU. FT. = 167.6 GAL. PER DOSE iw_. _,:ale- � * *N se�''�...,- F. -��sr -�! ..�r• .- I_ _ � 'i =+fie _ �. i ♦ O� \ i \ RECEIVE N. NOV 1 4 2002 TOWN OF QUEENSBURY BUILDING AND CODE LEGEND: � 10/31�2 ® SUBMITTED FOR LEACHING SYSTEM CONSTRUCTION EXISTING / BY OTHERS: / 'Sp / / NEW / PROPOSED IN THIS DESIGN: \ < / / 5�2IO2 AD SUBMITTED FOR BUILDING PERMIT APPROVAL PROPERTY LINE: -- — — — — \ \ // / DATE REV# ISSUED/REVISIONS BY _ / SHORE LINE: DR Al WNU - 6,y / �� NEW yr� DRAINAGE SWALE: ' ' " • ' ' ' ' \ ��� \ / �,`Q�OWNS ./q�,� SITE PLAN 101 off\ Iyo \ / / ono REPLACEMENT WASTEWATER DISPOSAL SYSTEM ti \ ° �`� ' I MASCHEWSKI PROPERTY TEST HOLE: 4,,> JOSHUA'S ROCK CORPORATION - DUNHAM'S BAY PERCOLATION TEST: �31 \ �P� yss�o tip 5750C) ��.�� QUEENSBURY, NEW YORK 2 DETAIL # SITE PLAN DETAIL REFERENCE TAG: DT 1 1 SEE GRAPHICAL SCALE a0� JAR - MARTIN ENGINEERS, PLLC SEE DRAWING # FOR DETAIL d \ pNOS Err PROFESSIONAL ENGINEERING SECTION CUT DIRECTION GRAPHIC SCALE P!E• 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 10 0 5 10 20 40 \ 02002 GLENS FALLS, N.Y. FAX: (518) 798-1864 SECTION REFERENCE TAG: SECTION LETTER DT 1 �aLm�� � MAY 2002 02-016 SHEEi': 1 OF 3 SEE DRAWING # FOR SECTION ( IN FEET ) AWXNM SCALE: 1" = 10' ALM MTIGtt101"TM6 ooaINEWENMW erAuCENEDEMo Eu LAVPLL F:/21W50202 MasdtevM WW Design.dwg PLOTTED/REVOM:11/01/02 3:OOPM SPECIFICATIONS: W p p z_ a a J 4" PERFORATED PIPE PIPING: w w P-1) ALL GRAVITY SEWER SHALL BE PVC SDR 35, ASTM D3034; INSTALL IN ACCORDANCE WITH ASTM D2321. ALL w GEOTEXTILE FABRIC GRAVITY SEWER SHALL BE LEAKAGE TESTED BY A METHOD APPROVED BY ENGINEER. a w w CL t o 0 10' 8'-0" P-2) FORCE MAIN SHALL BE PVC, ASTM D2241, 100 PSI MINIMUM PRESSURE RATING, OR SHALL BE w " ( / w a HDPE(POLYETHYLENE), ASTM D2239 OR ASTM F714, 100 PSI MINIMUM PRESSURE RATING; PIPE TO BE INSTALLED PER CRUSHER RUN STONE W FINES 6'-O,f FINISHED GRADE NON-SHRINK FORCE MAIN FITTINGS SHALL BE RESTRAINED OR THRUST BLOCKED TO PREVENT MOVEMENT. FORCE DRIVING SURFACE WALL OF NEW ASTM D2774; 6" SLOPE TO DRAIN OFF 4" OUTLET TEE GROUT MAIN TO BE PRESSURE TESTED BY METHOD APPROVED BY ENGINEER. 1'-O" (TYP.) GOETEXTILE FABRIC (MIN.) LEACHING SYSTEM (2%f) 4" TOPSOIL RESIDENCE I,"l MODEL A1801 -4x22 RESIDENTIAL TO PUMP_a P-3) PRESSURE PIPE CONNECTIONS: FOR SEPARATION 3 ;� ` `^ FOUNDATION WALL ZABEL FILTER OR EQUIVALENT STATION -HDPE PIPE AND FITTINGS ARE TO BE JOINED BY THE BUTT FUSION PROCESS INTO CONTINUOUS 41pt z 3 MIN. LENGTHS AT THE JOB SITE. THE JOINING METHOD SHOULD BE THE HEAT FUSION METHOD WHILE «' f L.'} P yY_.if ••/ 1 t G 1$ " 18 PERFORMED IN ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS. THE HEAT FUSION x 1 NEW GARAGE FLOOR 4 PVC PIPE 3 .MIN EQUIPMENT USED IN JOINING SHOULD B • _ ,. . _r 1 _ 'sir t- -,r' i _ :y •i 'r ,.. '�, • -' 1 E CAPABLE OF MEETING ALL CONDITIONS RECOMMENDED BY THE PIPE MANUFACTURER. PROPERLY EXECUTED ELECTROFUSION FITTINGS MAY BE` USED. _- �(TYP. ) EXTRUSION N WE LDING NG OR HOT GAS WELDING OF HDPE PIPE SHOULD NOT BE USED FOR PRESSURE 12" MIN. \��\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ \\/\\/\\/\\ \/\\/\\ \\/\\/\\/\\/\/\ \���\��\��\��\��\��\��\��\��\��\��\��\�� \� PIPE APPLICATIONS OR FABRICATIONS WHERE SHEAR OR STRUCTURAL STRENGTH IS IMPORTANT. ( ) /\/ \%\\%\\/ MIN\\ ANU ACTURERS SPECIFICATIONS\ONCR E SAND ER \ NOTE: MECHANICAL JOINT ADAPTER, FLANGES, UNIONS, GROOVED COUPLERS, TRANSITION FITTINGS, AND SOME CLAY BARRIER; \ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ /\\/\\ �. �� ��\ \/\/\/\/ \/` MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY CONNECT HDPE PIPE. REFER TO \/ \ \ \ \ \\ \ � �%/\�%/\�%/\�%/\�%/���� MANUFACTURERS RECOMMENDATIONS. 40-60 MINUTE/INCH PERC RATE ��\��\\�\\�\\/\\\/\\/\\/\\/\\/\\ /\\/\\/\\/\ \\/\\/\\ \/\\/\\/\\/\\ \/\\/\\/\\/\\/\\/\\/\\/\\/\\�` IF EXISTING OR NEW SEPTIC TANK CONTAINS A PRECAST CONCRETE TEE ILIOUTLET INSTEAD OF A 4" PLASTIC SANITARY TEE SUBSTITUTE ZABEL FILTER SURFACE DRAINAGE SWALE Ti-TI-I i-ITi-i—- =1T- -Ti-ITi-11--——-=1Ti- I-i- ——-—T-1 i i-Ti�l I-III- -Ti�ITI-1Ti-1Ti-1 ICI = SURFACEDRAINAGE SWAL — _ _ _ II-111 I I _ _ _ III III_III_III III _-I II I I_III_III III4 I _ _ .I ... E, MODEL A1807- _ SCHED 40 PVC PIPE AND FITTINGS ARE TO BE JOINED BY A SOLVENT WELD PROCESS INTO II-I -III=III=III=III-III III=III=III=III=III=III=III-IIL-III III- III-III-ill=Ill II =LIELJEN IN-DRAIN LATERALS 2 4x22 FOR MODEL A1801 4x22. (SEE SITE PLAN) EXISTING BEDROCK;=_III=III=III=III-III-II-III-III-III=III=III-III-III-III=II=III=III-11H11=III_ - ( ) ROUTED AS DIRECTED BY CONTINUOUS LENGTHS AT THE JOB SITE. JOINING SHOULD BE PERFORMED IN ACCORDANCE WITH DEPTH VARIES=III=1_I1=III=III=III-II III=III-III=III-III=III=III=III-III 11=III=III=III=III=111=110 UNITS- EACH OWNER / BUILDING ARCHITECT ' JII-III-III-III=III 111 III III=III=III=III-III-III=III=III=III II-III-III-III=III=III= THE PIPE MANUFACTURERS RECOMMENDATIONS. MECHANICAL JOINT ADAPTER, FLANGES, UNIONS, GROOVED COUPLERS, TRANSITION FITTINGS, AND SOME MECHANICAL COUPLINGS MAY BE USED TO -ill-III=III-III III III=III-III=III=III=III=11r III=III III=FILL MATERIAL; MECHANICALLY CONNECT SCHED 40 PVC PIPE. REFER TO MANUFACTURERS RECOMMENDATIONS. EXISTING GRADE; iiI-ICI-TifIIIIHIIi-iIIIII„III III- =6-10 MINUTE/INCH PERC RATE EFFLUENT FILTER DETAIL SEE NOTE L-3 FOR LEACH SCALE: N.T.S. -SDR 17 PVC PIPE AND FITTINGS ARE TO BE JOINED BY GASKETED BELL AND SPIGOT CONNECTIONS SYSTEM PREPERATION WORK INTO CONTINUOUS LENGTHS AT THE JOB SITE. JOINING SHOULD BE PERFORMED IN ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS. MECHANICAL JOINT ADAPTER, FLANGES, UNIONS, �n SECTION THROUGH SYSTEM GROOVED COUPLERS, TRANSITION FITTINGS, AND SOME MECHANICAL COUPLINGS MAY BE USED TO U SCALE: N.T.S. MECHANICALLY CONNECT SDR 17 PVC PIPE. REFER TO MANUFACTURERS RECOMMENDATIONS. NOTE: P-4) ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.: NO LOW POINTS OR HIGH CONTRACTOR TO VERIFY SOIL CONDITIONS: POINTS) ALLOW FOR FLOW BACK TO PUMPSTATION DURING PUMP OFF CYLCES. (DRAIN BACK FEATURE). SEE NOTE L-4 P-5) HDPE PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE AT DIRECTION OF OWNER / ENGINEER; RADIUS OF BEND TO BE AS DIRECTED BY THE MANUFACTURER. 4" PVC; END CAP (TYP.) TANKS/STRUCTURES: OBSERVATION PORT GEO-TEXTILE T-1) PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC., OR EQUIVALENT. REFERENCES TO 4 PVC; DISTRIBUTOR PIPE HEAVY DUTY REFER TO FORT MILLER CO- DESIGNS FOR H-20 TRAFFIC LOADING. T-2) THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT PERMANENT MARKER " (TYP•)WATERTIGHT MANHOLE FRAME & COVER; 4 NON-PERFORATED PIPE �- 0% SLOPE MARKER(S) OVER COVER(S), AND MEASUREMENT "TIES" TO PERMANENT STRUCTURES SHOWN ON THE "RECORD OVER COVER WATERTIGHT JOINT (TYP.) SYRACUSE CASTINGS #1502 OR EQUIVALENT; ABOVE CONCRETE SAND DRAWINGS" (SEE GENERAL NOTES). GRADE TO DRAIN AWAY FROM COVER 4" PERFORATED PIPE "' ` ` T-3) ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE WATERTIGHT SEALED BELOW CONCRETE SAND FLOTATION USING HEAVY DUTY TANKS W/ 6" EXTENDED INTEGRAL BASES, OR BY AN ALTERNATIVE METHOD APPROVED .,.,: : , • .., , .�: BY ENGINEER. CONCRETE PLUG -:� _ r--• ; FINISHED GRADE k:,� :h:;, r.., , ' 'i'� < 24 PERMEABLE GEOTEXTILE WRAPPED � �' ` '-'��:` '�' '��� ''� �y-•t,.S-.r^fin..iyr� ;i .7•_�,r{l�M �:.f`�r,. r_!r. ,: W� 1 ,••jr, �jw_.r>• t'�.l�.CL'}�`- L AROUND PERFORATED PIPE T-4) TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS (ASTM C1227). 12" MIN. 24" MIN. NYSDOT SPEC: 703-07 PRECAST CONCRETE RISER AS REQUIRED 12" CONCRETE SAND; ELJEN IN-DRAIN LATERAL WALL PENETRATIONS SHALL BE SLEEVED; SLEEVE TO BE SEALED TO THE WALL WITH NON-SHRINK GROUT, AND THE SOIL LINE FROM HOUSE TO BE (PER ELJEN) PIPE SEALED TO THE SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL. TANKS TO BE TESTED TO DOCUMENT WATER INSTALLED AS SHOWN ON DRAWING Cl a < TIGHTNESS BY METHOD APPROVED BY ENGINEER. (ENGINEER TO WITNESS) 3" T-5) TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR(H-20) INLET - r -- OUTLET 4" DIA. WHEEL LOADING. FINISHED GRADE EFFLUENT LINE PRESSURE PIPE T-6) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF NATIVE BACKFILL 15" - � � pt EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. THOROUGHLY COMPACTED 18 INSTALL NEW OUTLET ELJEN LATERAL D—BOX f " ALLOW 6 —8 FOR MOVEMENT PIPING AS SHOWN ON DRAWING Cl LEACHING SYSTEM: 6' TY BUSHING L-2) INSTALL ELJEN IN—DRAIN UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED HEREON. �— FORT MILLER PRECAST % — 0.5% SLOPE (MIN.) 1 d a e SEPTIC TANK OR EQUIVALENT O FORCE MAIN L-3) IN NO CASE SHALL VEHICLE TRAFFIC BE ALLOWED OVER LEACHING AREA FOLLOWING INSTALLATION OF LATERALS. WHERE FILL IS PLACED ATOP NATIVE SOIL SUBJECT TO SMEARING (SILT AND CLAY), NO HEAVY EQUIPMENT 12" MIN. 1-, c - ALLOWED ON BASAL AREA, AT ANY TIME. PREP BASAL AREA BY BURNING VEGETATION OFF, OR BY CUTTING VEGETATION ` y TO WITHIN OF GROUND SURFACE PRIOR TO PLACEMENT OF FILL. IN CASES WHERE FILL IS REQUIRED ATOP /`j/`/%`/%t /`%/`/%`�%`�%`�/`� ``�j `�% `� `�� -;� _ � :' 4' (MIN.) ���� ��j��j� � \� PROVIDE EXTENDED BASE FOR I''' '� ''`' '' NON—SMEARING SOIL (SAND & GRAVEL), EXISTING VEGETATION SHALL BE CUT AND TOPSOIL REMOVED AND STOCKPILED / / / / /, ANTI—FLOTATION PURPOSES FOR REUSE ON SYSTEM. OR EQUIVALENT, IF NECESSARY, 4" PERFORATED ELJEN UNIT 4 NON—PERFORATED SEE NOTES DISTRIBUTION PIPE_ PIPE FROM D-BOX L-4) CONTRACTOR TO VERIFY CONSISTENT SOIL CONDITIONS IN AREA OF LEACHING AREA PRIOR TO CONSTRUCTION; CRUSHED STONE FOUNDATION EFFLUENT FILTE 2 ATOP FIRM NATIVE MATERIAL Dl ENGINEER AND/OR OR OWNER TO BE NOTIFIED IMMEDIATELY OF INCONSISTENCIES. L-5) FILL MATERIAL FOR LEACH FIELD/BED SYSTEMS SHALL BE CLEAN GRANULAR SOIL (SAND OR LOAMY SAND)FREE ELJEN CHAMBER DETAIL OF CLAY, ORGANIC MATERIAL AND NON-SOIL COMPONENTS (DEBRIS, ETC.). MATERIAL SHALL MEET PERCOLATION �U SCALE: N.T.S. RATE(S) INDICATED ON DRAWING. PERCOLATION RATE(S) TO BE VERIFIED BY CONTRACTOR IN BORROW PIT PRIOR TO A.TEPPTIC TANK DETAIL EXCAVATION, AND IN PLACE IN LEACH FIELD/BED FOLLOWING COMPACTION_ SUBMIT WRITTEN RESULTS TO OWNER : N.T.S. AND/OR ENGINEER. L-6) CONTRACTOR TO INSTALL LEACHING SYSTEM TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF EROSION &SEDIMENT CONTROL: EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. ES-1) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE PLANS AND/OR THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL", USDA-NRCS, AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. ES-2) NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND TREATED LUMBER MARKER SEDIMENTATION. ABOVE ALL BURIED COVERS; ES-3) RESTORATION OF DISTURBED AREA SHALL BE COMPLETED WITHIN 7 DAYS OF COMPLETION OR TEMPORARY SET 1/2" ABOVE GRADE STOPPAGE OF WORK. TEMPORARY STOPPAGE OF WORK SHALL BE DEFINED AS 14 CALENDAR DAYS OR LONGER. \ \ \ REMOVE EXISTING WELL CASING TO ES-4) EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE Q RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER. \C" (MIN.) 6ff BELOW EXISTING GRADE REMOVABLE COVER ES-5) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT RESUME PROVIDE ADJUSTABLE LEVELING r,; 6 UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME 1=1/02 ® SUBMITTED FOR LEACHING SYSTEM CONSTRUCTION DEVICE ON EACH OUTLET ^= .,: ""=5 AS THE PRIOR IMPACT IS REMEDIATED. INLET ll „ '. 1 4" GRAVITY DISTRIBUTION LATERAL 24 MIN. , . FILL AROUND CASING WITH DATE REV# ISSUED/REVISIONS BY r— SAND BENTONITE MIXTURE ES-6) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT CONTROL a ® 0.5% MIN. SLOPE / SYSTEMS; CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO ENGINEER FOR APPROVAL. (MIN. 20% BENTONITE) ��< 12" MIN. OF CLEAN SAND SYSTEM DETAILS nj 2" MIN. —OR PEA GRAVEL FOUNDATION SEE WELL CLOSURE 0 EARTHWORK&TURF ESTABLISHMENT: NOTE WC-1 BELOW ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE REPLACEMENT WASTEWATER DISPOSAL SYSTEM PLANS OR BY OWNER. � , �.�� MASCHEWSKI PROPERTY JOSHUNS ROCK CORPORATION - DUNHAM'S BAY _CiFORT MILLER DISTRIBUTION EXISTING WELL CASING ET-2) TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL , . � �# QUEENSBURY, NEWYORK OUTLETS - 4 KNOCKOUTS BOX OR EQUIVALENT CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. ,: ET-3) SURFACE DRAINAGE SHALL BE DIVERTED AROUND LEACH FIELD/BED AREA BY CONSTRUCTING SHALLOW SWALE � * MARTIN- JAR= ENGINEERS, ��� �T j D-BOX DETAIL AROUND THE HIGH SIDE OF THE SYSTEM AND DAYLIGHTING THE DRAINAGE IN AN AREA DOWNSTREAM THAT WILL NOT E EE LL RESIDENTIAL WELL CLOSURE DETAIL - AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY. PROFESSIONAL ENGINEERING SCALE: N.T.S. H. WAS JARREIT SCALE: N.T.S. ET-4) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, P.E#575M 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 WELL CLOSURE NOTES: ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND AS Npyp*{f a mm GLENS FALLS, N.Y. FAX: (518) 7W1864 WC-1) DECOMMISSION WELL IN ACCORDANCE WITH AWWA A100 DIRECTED BY OWNER. APPENDIX H, SECTION H.2 "WELLS IN UNCONSOLIDATED ONLY *7110 WUHA FORMATIONS" AND SECTION H.7 "SEALING MATERIALS"; SUBMIT ET-5) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS DIRECTED BY w 'aOH�' MAY 2002 02-016 SHEET: 2 OF 3 DETAILS TO ENGINEER FOR REVIEW OWNER. AueWonoFnie c SUNL�r F:/216050202 Ma9doweld WW�.A � Deagn.dwg PLOTTED/REVIISED:11/01IOQ 3:0OF'Ad GENERAL SPECIFICATIONS CONTROL & ALARM PANEL(S) NOTES: (1) DUPLEX CONTROLLER WITH ALTERNATOR AND ALARM; SES SERIES, MODEL D10020 1) INSTALL PUMPS AND CONTROLS PER MANUFACTURERS RECOMMENDATIONS. BY GOULDS PUMPS OR AN APPROVED EQUIVALENT; ENCLOSURE TYPE DICTATED BY LOCATION. 2) TEST PUMPS FOLLOWING INSTALLATION; MEASURE DISCHARGE RATE DURING TESTING AND ADJUST THRITTLING TO ACHIEVE 25-35 GPM DISCHARGE RATE. MARK VALVE ALARM ONTROL (2) PROVIDE SEPARATE POWER CIRCUITS, WITH BREAKERS, FOR .PUMPS AND ALARM. OPERATOR(S) AT THIS POSITION. PANEL PANEL INSTALL PUMPS UNDER COVER TO FACILITATE EASY REMOVAL AND INSTALL JUNCTION BOX (3) HOA SWITCH, WITH RUN LIGHT ON PANEL DOOR, FOR EACH PUMP. 3) ENGINEER TO WITNESS OPERATION OF PU,P STATION AND CONTROL PANEL UPON COMPLETION WITHIN REACH OF COVER FOR MAINTENANCE PURPOSES. (4) VISUAL AND AUDIO ALARM. COORDINATE LOCATION 10 POWER (SOURCE PER OWNER) (5) ALARM RESET AND TEST BUTTONS ON DOOR. WITH OWNER JUNCTION BOX (6) LOCATE AS DIRECTED BY OWNER. (7) MERCURY FLOAT LEVEL SWITCHES FOR PUMP AND ALARM CONTROL REQUIRED. EFFLUENT PUMP(S) — 2 ° — PUMPS INLET FROM SEPTIC TANK — I — TO LEACHING SYSTEM (1) SUBMERSIBLE EFFLUENT PUMP, 10, 115V OR 230V TO MATCH POWER 1 SUPPLY. / (2) 3/4" SOLIDS HANDLING. ` a f (3) GOULDS MODEL 3885, SERIES WE03M. 1 — 2" TEE W/ DRAIN BACK VALVE ELECTRICAL SPECIFICATIONS CONTROL POWER PLAN VIEW 115 VAC (1)(2)(3) (4) (5)(6) R AUX. HI—LEVEL ALARM NEW RELAY (IN CONTROL PANEL) (�) R L1 R M WATER PUMP SEPTIC EFFLUENT PUMP L2 (230 VAC, 1 PH) TANK STATION (8)(9) (1) PROVIDE SURGE ARRESTER IN POWER SUPPLY PANELBOARD. SURGE ARRESTER SHALL BE A SQUARE D CATALOG #SDSA1175 OR EQUIVALENT AND RATED FOR 240/120 VAC, SINGLE PHASE SERVICE. 2" RISER WITH CAP FOR LIFT OUT (2) IF PANELBOARD IS NOT GROUNDED, PROVIDE A #4 AWG COPPER GROUND CONDUCTOR FROM THE PANELBOARD TO A 5/8" X 8' COPPER CLAD STEEL GROUND ROD AND BONDED TO THE OR EQUIVALENT (COORD WITH OWNER) WATER SERVICE PIPING. 3" DIA. VENT PIPE (VENT MAY BE ROUTED TO TREE / BUILDING OR OTHER LOCATION HATCH COVER SIZING COORDINATED WITH (3) FOR DUPLEX PUMPS, PROVIDE 1 — 2 POLE CIRCUIT (AMPERAGE TO MATCH PUMP FOR AESTHETICS / SAFETY REASONS) OWNER, TO FACILITATE EASY ACCESS TO REQUIREMENTS) BREAKER (PUMP POWER) AND 1 — 1 POLE 15 AMP CIRCUIT BREAKER PUMPS DURING FUTURE MAINTENANCE (CONTROL POWER) IN HOUSE PANELBOARD. IF NO SPACE IS AVAILABLE IN PANELBOARD, PROVIDE A LOADCENTER (SQUARE D TYPE QO OR EQUIVALENT) ADJACENT TO THE PANELBOARD. FINISHED GRADE; GRADE HEAVY DUTY POLYETHYLENE LIFT OUT THE LOADCENTER SHALL BE RATED FOR 240/120 VAC, SHALL HAVE A NEMA 1 ENCLOSURE AND TO DRAIN AWAY FROM CORDS (4 REQ'D) ATTACHED TO STAINLESS SHALL CONTAIN THE TWO CIRCUIT BREAKERS DESCRIBED ABOVE. PROVIDE A TAP CONSISTING HATCH COVERS 18" (MIN.) STEEL EYELET ANCHORED IN CONCRETE OF (2 + GND) CONDUCTORS FROM THE PANELBOARD TO THE LUGS ON THE LOADCENTER. (4) ALL ELECTRICAL CONDUCTORS ARE TO BE SIZED ACCORDINGLY TO MATCH ELECTRICAL REQUIREMENTS OF EACH COMPONENT. NEMA TYPE 6 "T" HANDLE VALVE OPERATOR JUST UNDER OPENING, (5) PROVIDE (2 + GND) CONDUCTORS FROM PUMP POWER CIRCUIT BREAKER TO CONTROL PANEL. 8" HEAVY DUTY JUNCTION BOX REMOVABLE FOR USE WITH 2" VALVES, HANG NEAR HATCH PROVIDE (2) CONDUCTORS FROM CONTROL POWER CIRCUIT BREAKER TO CONTROL PANEL. TANK COVER NONMETALLIC SHEATHED CABLE (ROMEX) MAY BE USED. IF SINGLE CONDUCTORS ARE USED • a PITLESS ADAPTER OR EQUIVALENT THEY MUST BE INSTALLED IN EMT. 2" TEE (2) (6) INSTALL CONTROL PANEL AND HIGH LEVEL ALARMS PROVIDED WITH PUMP. a 2" BALL VALVE (2) INLET FROM SEPTIC TANK (7) IF A RELAY IS USED TO SHUT OFF THE WATER PUMP DUE TO A HIGH LEVEL ALARM THEN THE FOLLOWING SHALL BE PROVIDED. PROVIDE AN AC INDUSTRIAL CONTROL RELAY IN A NEMA 2ND ALARM & WATER SUPPLY SHUT OFF TO LEACHING SYSTEM 1 ENCLOSURE (SQUARE D CLASS 8501 TYPE X OR EQUIVALENT). RELAY COIL SHALL BE RATED 3" FOR 120 VAC. RELAY CONTACTS SHALL BE RATED ACCORDING TO WATER PUMP MOTOR FULL ALARM & LAG PUMP ON 1 FORCE MAIN LOAD AMP RATING OR FOR 10 AMPS IF WATER PUMP CONTROL CIRCUIT CAN BE USED. • 3° LOCATE RELAY ADJACENT TO CONTROL PANEL AND LABEL ENCLOSURE. PROVIDE WIRING TO LEAD PUMP ON PROVIDE REDUCING TEE WITH 1 " BALL RELAY FROM CONTROL POWER CIRCUIT LISTED IN NOTE 4 FOR PROPER OPERATION OF 22• ,. VALVE ON BRANCH; THROTTLE BALL VALVE RELAY. TO ALLOW "TRICKLE" FLOW BACK TO WET WELL; PUMP OFF & PUMP ALTERNATE SWITCH TYP FOR TWO (8) PROVIDE (14) TYPE THW CONDUCTORS (2 + GND) CONDUCTORS FOR EACH PUMP AND MERCURY FLOAT SWITCHES (4 REQ D) 6' = r (8) CONDUCTORS FOR LEVEL CONTROL SIGNALS) IN A 2" SCHEDULE 40 PVC CONDUIT .x 2" CHECK VALVE FROM THE CONTROL PANEL TO THE WET WELL JUNCTION BOX. PVC CONDUIT SHALL BE BURIED A MINIMUM OF 24" BELOW FINISHED GRADE. TRENCH SHALL BE BACKFILLED WITH -- � SUBMERSIBLE EFFLUENT PUMP (2) CLEAN SAND FILL UNTIL CONDUIT ARE COVERED. NATIVE BACKFILL THOROUGHLY COMPACTED �- �'-�'�'='� �" ''� ' � - � � (9) PROVIDE TERMINATIONS IN WET WELL JUNCTION BOX PER MANUFACTURERS INSTRUCTIONS. .2 Y' "°•PIPING;'. (10) BOND CABLE GROUND TO PUMP HOUSING AND IF APPLICABLE, THE GUIDE RAILS. (1 1) ALL WORK MUST CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ANY 4'0 MANHOLE SECTION 12 (MIN.) COMPACTED CRUSHED STONE APPLICABLE LOCAL OR STATE CODES. BY FORT MILLER CO, INC. MATERIAL ATOP FIRM NATIVE FOUNDATION OR EQUIVALENT (12) CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AT THEIR EXPENSE. Q (13) PROVIDE NYS BOARD OF FIRE UNDERWRITERS INSPECTION CERTIFICATE AT COMPLETION OF WORK. Q NOTES: (14) PERFORM ALL TESTS TO VERIFY THAT THE ENTIRE INSTALLATION IS FUNCTIONING AS REQUIRED. 10/31/02 ® SUBMITTED FOR LEACHING SYSTEM CONSTRUCTION 1) LOCATE VALVE OPERATORS & JUNCTION BOX TO PIPING SYSTEM BE READILY ACCESSIBLE THROUGH COVER(S). DATE REV# ISSUED/REVISIONS BY SECTION ` 2) WATER SUPPLY SHUTOFF TO BE A SOLENOID VALVE. OR (1) PUMP STATION PIPING: . ` c° �;- PUMP STATION DETAIL A RELAY TO SHUT OFF WATER SUPPLY PUMP POWER. SCHEDULE 40 PVC OR SCHED 40 GALVANIZED STEEL. ', � � PSI (SEE ELECTRICAL SPECIFICATIONS) (2) VALVES: REPLACEMENT WASTEWATER DISPOSALS SYSTEM CHECK — PVC, BALL TYPE. _4 MASCHEWSKI PROPERTY SHUTOFF / THROTTLING — BALL VALVE — PVC `} JOSHUA'S ROCK CORPORATION - DUNFIAMS BAY Al QUEENSBURY, NEW YORK PRECAST CONCRETE STRUCTURES - - J - MARTIN ENGINEERS, PLLC (1) HEAVY DUTY CONSTRUCTION SUITABLE FOR H-20 TRAFFIC LOADING UNLESS PROFESSIONAL ENGINEERING OTHERWISE NOTED, ALL STRUCTURES BY FORT MILLER CO. INC. OR EQUIVALENT. H• .E#57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 (2) WALL PENETRATIONS FOR PIPE AND CONDUIT SHALL BE SLEEVED; SEAL SLEEVE TO COPY01311rfT02002 GLENS FALLS, N.Y. FAX: (518) 798-1864 WALL WITH NON—SHRINK GROUT, SEAL PIPE TO SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL. WYs��f � MAY 2002 02-016 SHEET: 3 OF 3 wow AUMM° ORM 00cMDUSCE r 210050202 Mess wmdd WW Dadgn.cMg PLOTTED/REVISED:11/01/02 3M M