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2000-336 TOWN QF OUEENSBURY , 742 Bay Road,Queensbury,NY 12804-5902 (518)761-82011, Community Development-Building&Codes (518)761-8256 EOC'CUPANCY CERTIFICAT Permit Number: '2000336 Date Issued:, Wednesday, October'04,2000 This is.to certify that work requested to be.done as shown by Permit Number 2000336 has beef completed. Tax Map Number: 523400.289.013-0001-014-000-0000 Location: 19 CHESTNUT Rd. Owner: WILLIA.M&TERRIE MANSMANN Applicant: MANSMANN,WILLIAM This structure may be occupied as a: RESIDENTIAL ADDITION AND ALTERATION By Otderof Town Bond TOWN OF QUEENSBURY Directot of Building&Code Enfotcement BUILDING PERMIT Town of Queensbury, 742 Bay Road, Queensbury,NY 12804 County of Warren (518)761-8256 VALUE $ 96570 Building Permit No. 2000336 - TAX MAP NO. 39 . -1-17 MANSMANN, WILLIAM & Permission is hereby granted to 19 CHESTNUT RD. Owner of property located at in the Town of Queensbury,to construct or place a RESIDENTIAL ADDITION AND ALTERATION at the above location in accordance to 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. OvTp,r,j�dre"1588 BRUNSWICK AVE. LAWRENCEVILLE, NJ 08648 Contractor or Builder's Name: MCKERNON GROUP Contractor or Builder's Address: PO BOX 2219 176 RIDGE STREET GLENS FALLS, NY 12801 Electrical Inspection Agency: COMMONWEALTH ELECTRICAL AGENCY PO BOX 706 HAGUE, NY 12836 Type of Construction: RES.ALTERATION & ADDITION PIn SIdDrUcT fIALAD DITION AND ALTERATION AS PER PLOT PLAN SPECIFICAATIDNS AV 20-2000 ZBA approved 3/15/2000 Proposed Use: RESIDENTIAL ADDITION AND ALTERATION .88 May 25 2002. PERMIT FEE PAID-THIS PERAUT EXPIRES (If a longer period is required,an application for an extension must be made to the Code Enforcement Officer of the Town of Queensbury before the expiration date.) 25 May 2000 Dated at the Town of Queensbury this Day of SIGNED BY---_,,__� for the Town of Queensbury Code Enforcement Officer rrrt���r.ng Perr tzt zjjjj.)j *Cc, l0I'1 10IM Of- Q11eensIlwy - UcJ)t, tfCt111t111(Il(It, k —�0• ) Veirluplllt'nt, 7'1Z } ora, (:A(rrtublity, NY 12804 17G1-82.5q TICEBUiLDING a@ , CODIT E-NI'OItCh"AfI;Wl' Itctltlif•cnlerlls prior to issu.u►cta Limilit lit uaunl Ire 01111tillodl,atrt)too_1• Il/is ltct•I1fit:nit ctlnelnlcl,Ot)• Ns ttaxttau,r -- - ---- t'!s%thfl%'motto until ttplllleunl lines received 1� L)UILI)INo 1'111tM1'1'. Alt dli!•;tlU$ �" C> �7t®' apnces Ott Illiv nitplicnll � ICnUbe be cute sleted ned. U/fr� �/,LG!�—� R CUEA770N l%W; /"it" i Ilia slguuturoplletnt4 anitat"Illpear Otl file _ Irytttthtti• .D<Nsrd.Ac!ltrnon tin na. tn.d,..a +PIR t tlubrli vl+►un /Oibrr ltls Nlt:►V!i/� 111:• __ --.-._..._ ccacuiiuu Tree I'nynsclst --- ?- 0w11t117: Address: IKI�- Co 1-9 /S l Address: �Ar. Properly Locilliolt: Sulltlivlslult Tux A4ul► Number -7 -� Section illtx:k tnl NATURE Or PROPOSED WoltiC: ��- Now ilu3.ld1„q: c 11 1:sue rr•u►i1.1) MrililKls�• v L.Uc or• 'zn1: rotlitlonct� /z-�t"� cc.)Nstlulc:rxorr: $ �' �/ conunoz-ciafG' ItcictS Llolt t v iSu3.lc13.ltc1: ¢12 v` ttS.doncso / rclnunol:c.i.rt.1.� —1� %ill:oz-tt ictrt l•o Iltt.t,.i.ct-i.ticJs oc-ctrr!►rrt:x TrtFOttrfll'L'IOrir -' -canidoitro5 �'t=lnutl-y Llttl.LdJ.nct — 1toa.Lctctncn / r_onunar:c.tra_i.al:t:S — -ny.Ltt !'au1.L.1.y nwol.1.1.11-g »antt'l' C. two P'atn.L.ty wctl.L.l.11ai tlV llango L•o 1)oxl:ot:3:a,: Other Work (describe below) Mercatit• ilcl Malik'faCt:urilig MAY 1 7 2000 GROSS AREA Or PROPOSED ST11UCxu1tE: otr terl� �-e- ram -- OWN OF QUEENSBURY SQ• �. �-7�;c e—BE lot- Floor. . . . . . . ----- q. • 3�/�1r I 11I)UI'1' t 11 ,. wliai will uao 21iK1 .Floor..• • • • • • ._ 7 7 ri(�t is L L1C�t.l.1 L CI-7_: Other Floors . . . • • ,� {110t uliL1.11101led collar or bit elliallt� �--- r-�457 - Oily IIUILD1NtIS: TOTAL FLOOR AREA: �0 S �„ ) Detached Gartlge 1 t 2cal: C2• f i . D� At.t:aclleti Garage 1, 2 car Sxzc or NEW STItUCTUtti : Private Storage Uttildit,g 2 Z ?S.+t e' ;. t " Commercial storage Duildllig �--a--- s G L 1' X -- L�L 3?."L' .�.._+•f�G.. /�G-> O L-I t o x: rouser: of[t `-01:10a : 7-�� / W13-.1 at1 oocotlt-t—1,rlticl or lintTradna ' tttllfibor of SCorS.oe t _ y (itnW.C'nb .o tsliitco'' o1►l.y) J lunlbor t o ued7 ZL av, I oi: wllatc? ttoS.c ltt: •� Lr Nuntl)o): oi� S:.i.l;till.l.rtc:utsJtufat/<�LwJaV COol- lutclvu '''x1�i; ci-i'• ,iruta:.tru: :xli�er:fir _"--- t•o be i„ettalloct: ( c:.t.i.t:.Lu' rt.l..1 wltlt lt�tt�>�,>l.inn ) Irio �c'� L-i L / cam '/ Wood Forced Itou Aal: } `./ llraaeboard to Other Peraoa respollaible for allperviololl Of work an reuarda to builctiltu codes in : Builder: 1►dtlL ealln� � �Gs 1'Ilolle Plumber: Matloll: .� �,� e I,lecCr.Lc.Lat1: D CLARA770N' Please sigh btrlon' cl/lei'YOU htn'e cat-eftilly I-e0d the slut ntellf. To 1110 hest of my kllowietluo lifts slilll AiL'1119 et"11nillcil 111 11"'; nl,lrlicntion, lonellier wilii life pl.,113 find speciliesitioll.4 stllrfnilled. Ara a iruc arld complete Mate111"It ul'stil PI-loosed work it, Ile thane uu Ilea dt-serihetl jtn:ntiscs snttl 111:11 s1I1 lnuvisions or tilt) Ittlildiell, t:'odc, file Zollils), Chdirlanea .11141 fill n leer Ifiws 1101-1nillitit- to files ltruptractl wol-IC s11s111 Ira conllrlicd with, \vItC111er Sltt:a7lllt:d ur nutetl, Ant) Ilt:et -mull wt»'Ic Is ttutlltrrizad try fit(. owls :r. Iru•(hcr, It is 1111d l'slut.al ttatll 1/tuts sllfill stdnnit prior Itr 11 t li titit:filu of* oy nlntna:y''tn' "•aIitic/Uu t>f,t:aruytliufiat) he:in), lassoed, tnt AS 11U11,'1' I'1--01' 1'I..AN try n Ilaaaasetl atltvoyt ' ifIitty t ace sll tvinit i trial loulitiull out*lot ujeet un premises. SI�Il1ttUCC; - (owlicr, owner's . onlractor) Application for Permit—Septic Disposal System �. Town t f Queensbury 742 Bay Road Queensbury,NY 12804 (318)7(1-8256 l, OWNER INFORMATION; OI'nee Ulm Location of installation: 2:,4,�2d '�• ,jyt!•/ 1�i4¢3 Tax Map No. ~T File Permit No Fee Paid Owner's Name: ZK! -4aAd Address; lllns5lev �L..�� . 2. INSTALLER'S NAME G PHONE NO, 4®4-4 —0 3,c� 3. RESIDENCE INFORMATION; (circle year of dwelling, indicate bedroom(v)and multiply N nJ' bedrooms with applicable gallons per bedroom to equal total dalty flow) Year of House: No.-of Bedrooms ;j Corte laden Total D it to - 80•or a � __ x 150"galibdrm 1980— 1991 x 130 gal/bdrm 1901 —present x 110 gaUbdrm Garbage-Grinder Installed yes / no _ Spa or Whirlpool Installed yes I no. Q. PARCEL INFORMATION: (circle applicable information&indicate measurements) tu'. Aug Water unaly, - I%lcxt rrrn at what depth at what depth . municipal ollt loam _feel __feet ' we Steep.slope _ clay if'well; water supply !%slope' othe (r�1uo+'� from tiny,septic-.system - depth: Z" abtoiption other Percolation Test: (To be completed by,licensed profesvional engineer or architect) Rate: 7 minute per inch S. PROPOSED SYSTEM: For New QualLIAglign: All individual sowago disposal systems must be designed by a licensed pror'essional engineer or architect(unless Installed Ina Manning Board approved subdivision), Add 2517 gallons to the size _ - or the septic lank and leach field for each 0arbago Grinder,.Spa or Whirlpool Tub: Septic Tank: 15 Q 7 gallon(inin. .rize 1,000 got,) - Tile Fie1d:; each trench Jt, Total System Length:`_ !� ,J1. #�F.YPO Ate/ a`�f►S5`z� ► Seepage Pit(s): number of . size of'each: A by Size of Stone to be used: it pth or Bed System Size: ._ x .. ,.,......_,.._..._... _ Aksntative System: length andior size _..__...6. __ HOLDING.TANK SYSTEM: (if required) t4,,c�, ` Number of tanks:. t Size of each: itallons "1 TOTAL Cavatcity: mallons Note.%,Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIONATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your-protection,please note that pursuant to Section 136-29 of the Code of the Town oI'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, T have read the regulations with respect to this application and agree to abide by these and all requirements of.tko Town of Queensbury anitary Sewage Disposal Ordinance. *76 Signature ofrs o >_Ible_ Date ENERGY CODE COMPLIANCE APPLICATION TOWN OF-QUEENSBURY, WARREN COUNTY 9000 HEATING DEGREE DAYS Comml; ance Methods' Acceptable Practice Method 1&2 Family Dwellings (only) P.D.R T 6 Thermal Rating - Component Trade Offs' 1&2 Fdmily Dwellings; Multi-Family Dwellings ( 3 stories or less) PART 4* Design by Component Performance Co,=ercial Buildings-Hi Rise Residential *Retruites submission of worksheets APPLICANT'S NAME: PROPERTY LOCATION: 6w�� 7W ^ L 19 PART 5' METHOD OF COMPLIANCE BY .-ACCEPTABLE PRACTICE: 1 . Gross Floor Area - 7 scruare feet 2 . Type of Heat - Elec r,_'r I; c Oil Gas Other do'r/'I'/ 3 . Is building mechanidally cooled? Yes No 4 . Percentage of area of windows and doors Over 17% Under 17'% 5 . -R-V.A.LUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R-VALUES AS SHOWN ON PLANS SUBMITTED: a . Roof R b . Exterior walls R C . Glazed areas R d. Exterior doors R e . Floors over unheated soaces R 4A Edge of slab on grace (heated bla-ilding) R A g. Basement/cellar walls (above grade) R h . Basement/cellar walls (below grade) R Heating/cooling-ducts-piping in unheated space R Aff,41,sY/0Va 6 . Service (domestic) hot water heat incr device Conforms to minimum efficiency per code Yes No TEMPERA 'U' RE CONTROL MAXIMUM SETTING 1400 WILL NOT BE EXCEEDED Aon , can s I U Date Phone Nur;'p' er TNSPEC=R' S REMARKS: Fil-e M,11-S11,11 S Office ice TOW11 Of Q lice list)11 rv. 742 Bay Rwid,Queensbury, NY (S]8)701-8205 ,,',,,Application for Fuel Burning Appliances & Chimneys',, applicable to solid fuel & vented gas appliances Date :720 Permit No. C;W000 Application is hereb),made to the Building Co(les the iSS'Iewc ''e qfa Bidhhn�,find Use Permitpursitalit to the New York State P_il-c Prevention alul Bitildink(:`ode. 77teapjkcant or oll?H('11, (191-eeS to comply with all applicable laws, ordijiances-,. regillations, C110,111 conditions that are partof these requirements and also will allow all inspector s.'to,­enlei-pi-elm.ses to perfo)-nj required inspections. JVOTE,_tO applicant: Routh-iii and Filial Ins pecti ions are re wire Applicafit Information Fuel Burning Appliatice4iff6rmat'011 (circle appropriate 6rds)w Name: 60-1/40t.,je Stove: wood coal .,pellet gas # Fireplace insert Icot, .Address: 7to t l L_ S-t PO gox IV Fireplace, factory-bl.lilt: wood -cis ( �. ; f w Firep wood gets Furnace- Wood gas oil Phone: If noti-inasoiiary applicance, please provide Ow" r:ne jj, Manufacturer Name: Address:/!S?b 1_z.(2UA%OICV( A Model Number: CC tj C e- Lce 4uq Chimney Information Pho'ne: -(cilCle appropriate words) Masonry block .b&k -stone Flue file 6_tgell size: inches Exact Address:_." 1 OfConstnictioll 01.illstallation Factory-Built Manufacturer name: -gig) Model Number: Note: Listed Bt. -t,,,>Number: Construction 1111stallation must conf orin to NYSFire Prevention &Building Indicate (circle) chininey material: Coyle. Consult available' Tow7l of Queensbitij, Handouts regarding i-equired inspections. Double wall Insulated Chininev Liner Fh-e kfai-shal Code.# S Collected 5 Refirndcd Recehvd fi-om'o-q(iinded to): .4 173 3389 (190) Public Safetv .4 233 2655 (230)Alinor Saks 7To-w,v 0 White(Applicant) Greell(Fire N laishal) 1 Yellow(Bldg, Dept.) 'Pink&Goldenrod(Cashier's Dept.) RESIDENTIAL FINAL INSPECTION REPORT Office No.(518)761-8256 Date inspection request received: Building&Code Enforcement Dept of Community Development Arrive A &Pm Depart 4,75&ai pm Town of Queensbury Inspector's Initials-- — /I 742 Bay Road Queensbury,New York,12804 NAME `jam pyl* PERMIT# /.2— e) 0 2- LOCATION C1 Cllp c t,, t �, ,j I?,,, DATE le TYPE OF STRUCTURE 5F,0 N/A YES NO CONB4ENTS Chimney HeightfU'Vent/Direct Vent Location Fresh Air Intake v-1 Plumb Vent through roof Roof Complete C(,2- zaa_ Exterior Finish Complete Interior/Exterior Railings 30"to 36" Exterior Handrails,balconies,landing 18 in.or more Interior Handrails stairs both sides 3 or more risers aL- C,&� Grade 2%away from foundation 8"clearance to sill plate_ Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Relief Valve(s)installed Headroom,6 ft.6 in.on stairs Basement stairs,6 ft.4 in. Handrail exterior stairs both sides more than 3 risers Interior privacy/trim/doors/main entrance 36" Floor Finish Bathroom/Kitchen watertight�_ Interior Handrails Balconies/Landing 18 in.or more Railing across window in stairwells Smoke Detectors: every level every bedroom outside every bedroom inter connected Bathroom fans Plumbing fixtures Foundation insulation 3/4 hour fire door/door closer Garage fireproofing_ Garage penetrations sealed Furnace in separate room protected(in garage) Light ventilation per room Safety glazing 18"or less from floor Final Electrical Site Plan/Variance required __�_ Final Survey Plot Plan As Built Septic System layout required Okay to issue C/C(Certif.of Compliance) Okay to issue temp.C/O(Certif of Occupancy)._ Okay to issue permanent C/O(Certif.of Occupancy) RESIDENTIAL FINAL INSPECTION REPORT Office No.(518)761-8256 Date inspection request received: Building&Code Enforcement Dept.of Community Development Arrive am/pm Depart Town of Queensbury Inspector's 1ni:t 742 Bay Road Queensbury,New York 12804 NAME in PERMIT 4--76 0(3 LOCATION q d C;. AD DATE_ C-1 TYPE OF STRUCTURE NIA YE NO COMMENTS Chimney Height/713"VentlDirect Vent Location Fresh Air Intake Plumb Vent through roof Roof Complete Exterior Finish Complete Interior/Exterior Railings 30"to 36" % 4— Exterior Handrails,balconies,landing 1�8 in.&r.more Y Interior Handrails stairs both sides 3 or more risers V A Grade 2%away from foundation 8"clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade 7 Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace areaK Furnacefflot Water Heater operating N. Relief Valve(s)installed Headroom,6 ft.6 in.on stairs Basement stairs,6 ft.4 in. Handrail exterior stairs both sides more than 3 risers Interior'privacy/ftim/doors/niain entrance 36" �i-It V A Floor Finish BathroomMitchen watertight�_ Interior Handrails Balconie-Aanding 18 in.or more Railing across window in stairwells Smoke Detectors: every level every bedroom N outside every bedroom 'N inter connected Bathroom fans ------------ Plumbing fixtures Foundation insulation 3/4 hour fire doorldoor closer Garage fireproofing Garage penetrations sealed Furnace in separate room protected(in garage) Light ventilation per room Safety glazing 18"or 14ss m floor Final Electrical. Site Plan/Variance re4uirk Final Survey Plot Plan As Built Septic System layout required Okay to issue C/C(Ccrtif,of Compliance Okay to issue temp.C/O(Certif.of Occupancy) Okay to issue permanent C/O(Certif of Occupancy) UUNIVIUAWEAL111 MUKILAL 111MU IU1r 3DAV1LL, Wit. s m Manhe , PA � 4 V19336 lain Office 176 Doe Run Road MUNICIPAL CERTIFICATE ELECTRICAL APPROVAL LW010 Panel Board Noili#iI4r14tr1}!ir}!l.Y,i#rif#1 ert, 9 Cut-in Card N.of MW IMM 11690"t 4 toot AA t. � +�+��1141f#f#ItIN ! N! }## N�4tHN}ff}i } i}flt/t11f11II1fii11f1} }! IIINIffiI1N11##r}}4#IIfN Hfllrll!}!f#i#IIIflfllfi N i IL TA) LocatioL, f#Ii fIlf1!}Ifrr}} }i I III#4f}} }#frtrttii}1#fit#Iif##tuff}f}f41fi411f1#tI41IfI#flftiiftlffl!##rlflr,:itl#4i41 flit. }fii##4ft fiiN#1llf qZ4 Installtion Consisting Vf III##4rft1}44#fff off MI I F(fl t l if}t}f}ff i tf4 IN#fff oftwo };}}1111/11#1#ff 114f1r1 ## #f#I#f M4100#1#11. tf1411}}f1i11}}}}}t Moo 111110 �; ■ 4 41f1# #Hf11}!}#,i,f YI 111/ i cz- �IIIIIoof###f1#f 11I#I1f4f/1 #iY 11 flit YI#o## 4#14f }}if1444#1f to / 1619061 1 . A . 4ftf1 IfffllfH}If 11}rH1#! #HI44tpr1r#4 4rrrf l#fflN#1of#lfifiif }f4111,444#4#4lfi1l Ilff lfNitr;}i ,f 11�fltfrfHf#1#11#f#Ilffoilfilf f/4/1/1!ilI111lI}#Mfifi411#14ffflfl 11l1f A-AIR • InstalledBy,,,,, ##190 0461 of io##I11#IfNHii,iilllllltlll!#11411111},},}ifrll#!#1i1f111Hi}4ftl Lie. No. llfiitftlNl•ItiMl}#If!#If#ii4iff44}}},}Ytll41N1 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 th( introduction of additional equipment or alterations, application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making i coons at any time, and if it p P rules are violated, the Company shall have the right to rev this c tifi e, f date#filNl4lf}rfrr} /t1#,Yff1##fN#r1#11}}rfl/s/,fll INSPECTOR ,,,,,,,, ##41t444N#! IId ��f11111ilil#4441i4fti,##ff#if#f41#1f#I,f1lt, If1/ff},t1ti11#lit Member N.H.A#, LA Elf N. M 4? 04J0 0) a00 a 4- 4- 4- v, ,, $ W H 4 0 0 or V) w z 4J W C I N v c ro = 41 4J ro H C /, 4r, W 0W u c I-C I rl- orIQ, Y- aw U Z °° (A s. I- >- # cn a) U1 W E . or0 � v Q V) -P0 r �� c . ro � 4J .0 �, z A +J "0 ), /v� o� q� w /y- I fr �X tn I I u, CL ) V >V( ii 0 `J* 0 0)�* � it or c �, rozwc u uL cup►' I I ,. a ; b rd 0 $. 0w 0 Vn4J 0W wLl. 4) ru c }•• M ,► 4. 1,11► 4J 4J1-I 0 .�. 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S ,r z -j a V) JA00L6NA. mM-pOJJILLL14UJ�LL :EU 0 el w r i _IFOWN OF QUEEKSBURY BUIUDING &-CODE ENFORCEMENT 74�i Bay Rcioact Qu4e*-_-nSl:)0ur-y NY 12004 SEPTIC DISPOSAU SYSTEM INSPECTION Name _177A Loca-tion D a-te <a'— cNc-:N p e rim i -t W SOXE "TYPE: Sand- Loam-Cl ay- FZt---sui -ts af:­,-P_ia- r-,qol a7tian Tes-t- ( i -F appl -f 'c"ablt-- )-"-,,,FZa -te-Minu-tt--/Inc: h ARSORPIrYON FIEUD : %-Fo-tal Length Longt_-h o-F \pa(--h trench Depth of trenches N Size of stone \N SEEPAGE PITS, : N um b e_ r- S.1 z e- - %k. -F-t x _F 7t Stone size PIPING : Si z c-- Type Bl cig - ' to Tank Tank- -to Dis-t - B6x Dis-t - Box to Fie_ft/pi _c Open rigs Se-al ed? Y e s No pal--tial- L_0CA-TXOH,/SEPARA-r1[ON_s Founda-tion to lank -Feet Foundation to Absoy-p -b.i on Separation o-F Pilts e-t Con-romns as per P"lo-t PT" . n Yes No I_OCA-rION OF SYS-rEM ON PREQ ERI-Y: ( c-1 r-cl e one ) Fr,on -t - Reav- - Le-Ft Side �L�"Rl gh-t Side Middle Front - Mldcilt-- Rea COPMEN-VS z- vntv):�� SYSTEM USE APPROVED = YES Ni D4-__p a M_ GENERAL INSPECTION REPORT (sis)76z--8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804. ArriveE--16MwP1n Depart" Inspector's Initial NAME: (N PERMIT# LOCATION: — TYPE OF STRUCTURE: RECHECK N/A YES N COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsibl for providing protection from ing for 48 hours following the plac ent 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 Penetration Sealed Fire Wall 2,3,4 hour Firestoppin FIRE MARS"^L- TC>WM OF C)UEENSBURY C)UEEhISBURY, IVY 12804 (51 8) 761-8205 FIRE MARSHAL INSPECTION REPORT REQUEST RECEIVED NAME Y� LOCATION �e �� PERMIT # C)QZ .rs�, SCHEDULE INSPECTION ON - ,N AM PM APPROVED N/A YES NO EXITS AISLE WIDTHS EXIT SIQNS EMERGENCY LK;HTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM ` FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE: CLEARANCE TO SPR KLE CLEARANCE TO HEATINQ. 1�! IT S REQUIRED SIGNAGE CHIMNEY WOOD STOVE FIREPLACE MASONRY E-1 FACTORY BLT. ROUGH-IN = FINAL REMARKS: 0 OK TO THIS DATE C> ��r Ct IMSPSLIP.PUS INSPT OR GENERAL INSPECTION REPORT (518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: 3 Building&Code Enforcement 742 Bay Road Queensbury,NY 12804. Arrive Depart In UU6l Inspector's Initia NAME: _M fI NS M A il/fV PERMIT# a 0 - 3 k, LOCATION: f Chi eS f Iy r 7- DATE : 6 TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers -T Monolithic Pour Form _ Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the pla of the concrete. Materials for this purpose on ite Foundation/Wallpour _ Reinforcement in Place Foundation/Dampproofing Bacldll Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In *Insulation d, Foundation Walls&terior 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 Firestoppin 1 oQ GENERAL INSFETIQN REPORT (518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road �- ' Queensbury,l�IY 12$04. Arrive C9 as m Depart i Inspector's Initials NAME: tJ PERMIT# 7x)o LOCATION; ATE: TYPE OF STRUCTURE: LV RECHECK N/A YE 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 VenttVents in Place Rough Plumbing Heating Rough In Insulation P � f 13 J - C)RCP CEl Foundation Walls Interior R ,� � =�Lt Foundation Walls Exterior R- t/•� C3C —e t--`l tSt Floors R- i A Walls R MIQ- Ceiling R- Duct work or piping in �tit°�► � 3� M 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 _._,..may V� t �����:.��� GENERAL MSPECTION REPORT ( 518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road -2-ey Queensbury,NY 12804, Arrive 2f4Dam/gqP,_DeP Inspector's Initials NAME: VA. PERMIT# 1 -114--' LOCATION: I C1 , CAM:_-_' FT-x—�",_'_1,% eoDATE*— it TYPE OF STRUCTURE: C=E;� ALM RECHECK N/A_YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible r providing protection from ing for 48 hours following the pla ement 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 HeatingRough-In Z: Insulation Az Foundation Walls Interior R­ Foundation Walls Exterior R- Floors Rr Walls R- V' Ceiling R- Duct work or piping in unheated spaces R- ProperVent,Attic Vent Framing, V 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_ fz_Ar_:�V EXTERIOR WALLS BELOW. TRUSS --(2)2X&HEADER'U PYVC-EN RAFTER5 AT TOP GHORp OF THE GUT TRUSS TRU55 . '2X&RAFTER cmlmM ey 2X8 RIDGE BOARD OPENING TRUSS 2XB RAFTER I Ilk 2"RIDGE HOARD TRUSS (2},'2X8 HEADER 5ETFiM N TRU55ES AT BOTTOM CHORD OF THE GUT TRUSS TRU55 . TRU55 SUPPORT DTL. @ GUT TRUSS SCALEi 1/4'=1'—O' o o ADDITIONS b�RENOVATIONS TT�OT �/( C u E R �T a N ° : THE MANSMt�.1.r 1�! 1DESKW CONNsWUMON • UMMOORB - FUPMIMI OS, CAMPThe McK=m Cmoup,lw. .'. TheMcKenm Group,lac. GL2 19CHESTNUT' TAIM'GWR E ' P.O.Hcm310 381NewRad P.O.B=2214,176Rl*SftW ROAD NY 12845 B®am,vemuM 06T33 GMF"Newyo&iml. \DATA\PRMA=g 1rNGM999__PPjXXXm"_W14"AIN\d.I 06/.� 17-44 , 'Copy PROVIDE HANGERS OVER ALL JOISTS THAT,,FALL OVER WIDENED AND NEWT WINDOW OPENING5 2X12 CONTINUOUS - II -7/6 TJI'5 q W' O.G. RIM JOIST CONTINUOUS . T LINE Or F—XISTINCG 2X6 ATTIC FLOOR-JO15T5 TO REMAIN TOWN 0sednN4 � R7MEN 3a on mted e am►natr , shall compliance Ath our comments EXISTING FIRST FLOOR not be construed as ind' the WALL SYSTEM puns and specirfeations are in J ,.compliance with the code. JW-'o 1 L000 , TO�UFQISB 1 y HEADER DETA i L.. @ : SCALE: I I/2"=_i'—O" � TOWN OF QUEEN . . YRY 9 BUILDING & T.� -REVIEWED BY- DATE � � ��,�,°�a xn ° ADDMONS`&RENOVATIONS TO: C o IM , = I . E . RNCJN TIRE S1�tiATTI�T DM . CMUMN. • =M - M G CAMP' 11m Ma Krum cam,Im. Th Mcm Gl'{ 19 CHESTMJT LAKE GEORGE PAXH=3iq,MYxwRwd rAo. =22ts,176Ri4p&md ROAD NY 12845 B r�aan.,vamat 05m �uFau�,NcrvYadc txAot Flf;?,r-= MAR SH^t- TOWN OF (:;)UEF-aNSE3UR.`)r CkUE=-IENZSE3UF2-Y`, NY 12804 (SIB) 7E51-820S FIRE MARSHAL INSPECTION REPORT REQUEST RECEIVED NAME Gil X ' Sit 1 LOCATION PERMIT # SCHEDULE INStCT(ON ON "\-7 7--7 CUC> C2��(ll CAY>PM APPROVED N/A YES NO EXITS AISLE WIDTHS EXIT SIGNS EMERGENCY LIOHTING- Vl\ FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM � HOOD INSTALLATION INTERIOR FINISHES STORAGE: CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS' REQUIRED SIGNAGE CHIMNEY WOOD STOVE FIREPLACE EJ MASONRY F-I FACTORY 13LT-/ = ROUGH-IN � FINAL REMARKS: E--1 OK TOTH IS DA INSPSLIP.PUB INSPECTOR GENERAL REPORT (518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 1.2804. Arrivel-_4a' �-per a�spector's Initia NAME: Maly- m-a,tj PERMIT �_,3 LOCATION: /4 L %tA u 6&,(je DATE : TYPE OF STRUCTURE: _ RECHECK .r 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 O Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In � Y �.� � �l L �� Insulation Foundation Walls Interior R- Foundation Walls Exterior R- � ' Floors R Walls E)Lo t R Ceiling %o:twi-a« Duct work or piping in unheated spaces R- Proper Vent, Attic Vent tjFramin Jack Studs/Headers Bracing/Bridging Joist Hangers , F tt-L tJA�lr \.IZ3 Jack Posts/Main Beam b Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Seated = 'b� . �a1 C \ `• -a Fire Wall 2,3,4 hour Firestopping FIRE MARSHAL. -rC:)VVN OF C;)Ur-=E=N.SE3UfR,"V' ClUE-EFENSOUFUY, N-%' 12804 (5l 8) 761 -820.5 FIRE MARSHAL INSPECTION REPORT REQUEST RECEIVED -,Zo 0 NAME LOCATION PERMIT # (> SCHEDULE INSPECTION ON LeND PM APPROVED N/A YES NO EXITS AISLE WIDTHS EXIT SIONS EMEROEN LIC31-ITINO FIRE EXTIN UISHERS FIRE ALAR SYSTEM FIRE SPRINK ER SYSTEM 4K U SYSTEM Y I IS E C3 H ST H EE TIN RS M SYSTE M E FIRE SUPPRE [ON SYS�J�TE 'R HOOD INSTALLA [ON INTERIOR FINISHES STORAC3E: CLEARANCE TC),,WRINKLERS CLEARANCE TO t<ATING UNITS REQUIRED SIC3NAC3E CHIMNEY WOOD STOVE FIREPLACE 'WMASONRY FACT(rY BLT. ><ROUGH-fN %0000" = FINAL REMARKS: OK TO THIS DATE A-0 INSPSLIP.PUB INA=1ECT6A 1 i t GENERAL dNSPECTION REPORT C� + (518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: 3 Building&Code Enforcement 742 Bay Road Queensbury,NY 12804. Arrive am/pm Depart �i' pm Inspector's initials V NAME: oc,+��,,.,-/ PERMIT# LOCAT1014: l 7 CL40 LATE TYPE OF STRUCT�: �-%� RECHECK N/A YES NO COMMENTS FootingslPiers �� I Monolithic Pour Form y �f�� C��� Reinforcement in Place /` C The contractor is responsible r providing protection from free ing for 48 hours following the pla ment of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dam proo ackfill A D< Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough li 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 GENERAL INSPECTION REPORT (518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804. Arrive am/pm Depart am/pm Inspector's Initials NAMEn ' Y PERMIT 4 LOCA '� DATE TYFE UCZ M. RECHECK N/A YES NO COMMENTS Footings/Piers � Monolithic Pour Form_ Reinforcement in Place The contractor is responsibl far / / providing protection from ezin f% �6L�e cS, itS G�1 c-d�S for 48 hours following the Iacern nt of the concrete. Materials for this purpose on ite Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing VentlVent_s in Pla Rough Plumbing Heating Rough-In Insulation Foundation Walls Inte ' r R- Foundation Walls Exte or R- Floors R- Walls R- Ceiling R- Duct work or piping i 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 GENERAL INSPECTION REPORT (518)761.--8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road -_ Queensbury,NY 12804. Arrive P"r-, a In Depart nl m spector's In' a LOCATION: DATE : 0 TYPE OF STRUCTURE: RECHECK N/A YES O COMMENTS tings/Piers I Monolithic Pour Fo Re' we ". The contractor res le for providing pro ction from free 'n for 48 hours f llowing the placemen of the concre . Materials for s purpose on site FoundationlW 1pour Reinforcement'i Place Foundation/D pproofing Backfill Appro Plumbing Unde Slab Plumbing Ven ents in Place Rough Plumbixg Heating Rough-1 Insulation Foundation Wa Interior R Foundation Wall Exterior R- Floors R- Walls R- Ceiling 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 M c K E R N 0 N DESIGN * CONSTRUCTION * INTERIORS * FURNISHINGS SEPTEM[BER 20 2000 TO: TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 742 BAY ROAD QUEENSBURY NY 12804 RECE-WED ATTN: JOHN O'BRIEN SEP.2 0 2000 RE: NIANSMANN PROJECT TOM,I OF QUEENSSURY 19 CHESTNUT LANE S U I L D I N,G AL4 gt 2!� LAKE GEORGE NY JOHN: PLEASE FILE THE FOLLOWING DESCRIPTION OF OUR ALTERATION OF THE FLOOR TRUSS WITH REGARD TO THE SECOND FLOOR BATHTUB DRAIN. 1. AN AREA OF THE TOP CORD APPROXIMATELY 5/8"DEEP BY 3"WIDE WAS REMOVED TO ACCOMMODATE THE DRAIN INSTALLATION. 2. IN EACH SIDE OF THE TRUSS,A 10' 2XI0 WAS INSTALLED EXTENDING APPROXIMATELY 5' PAST THE ALTERATION IN BOTH DIRECTIONS. THE 2XI0'S WERE GLUED WITH CONSTRUCTION ADHESIVE AND SCREWED INTO THE WEB. 3. THIS SYSTEM WAS SELECTED AFTER CONFERRING WITH THE NIANUFACTURERS REPRESENTATIVES PRIOR TO ALTERING THE FLOOR TRUSS. 4. ALL OTHER ALTERNATIVES WERE EXPLORED AND REJECTED DUE EITHER TO DESIGN OR OTHER RESTRAINTS. 5. IN MY OPINION, THE ALTERATION WILL MAINTAIN OR IMPROVE THE INTEGRITY OF THIS MEMBER IN ITS PRESENT APPLICATION, THANK YOU FOR YOUR COOPERATION AND HELP IN COMING TO A TIMELY SOLUTION. VERY TRULY YOURS, 02219$ GERA-RD A.HATHAWAY, R.A. OF The McKernon Group, Inc. P.O.Box 310,381 New Road (888)484,4200 P.O.Box 2219, 176 Ridge Street Brandon,Vermont 05733 www.mckemongroup.com Glens Falls,New York 12801, (802) 247.8500 Fax:(802)247,8501 e-mail:mckemon@sover.net (518) 793.2252 Fax(518) 793.2405 0 T A �91 E M9GAp AM /./" R 894-1206 i ,✓l��.v.FE2 /'a u.iEi F/Pc�- rye./ D fw uNO ' MARKEQ S'82•�.JE /�'o O r� y '� O SAe AJT S."D �1 _ ,0 � Woo p 1 .f I Q�'SG�' OO' �LNr<T� 5 S ruo OEGK )_� 0 O l^ E F �'t• y� J /�wE.orG[✓iKG "l( Q a /5�9.26 W£OL /.CT /P f Je✓TNESfT ov%2 j s� �4� \j SA I ` � /�Iy' 1 S -1.7� — l Nw LL 0.63• f___ /�(' �P4e PEAT o.39' 1 d.39• `+�. 0 Q t � 'S'i2-T"C��,4G-f4 - .-_.y a+.. _ �aao �_- n/ •e�l�, � � <f.3 `C� \ o v••'c JYG'GC EO O P �Y .'fin'2j•E' [ 1'�C't„�. S. �'�? 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I;ir I 923/Zo6 � : e 92 L3Ay JTk'EET 4Y LEIL/E W.COULTEQ-9TEo •• sl 31739 0•� a JuNE 8, /9/f6 A,VO F/GEO /.v'THE '.'�l •\1' GLE.'/J FALGS, /VELV S/O.e,C� of•CJU.EE.�I.fB v/P,y w.s',e,C'E.V couvey, ,OEw y0.e—L, Ai W'ZeEV Co vn/TY CGE,P.E'T OFF/GE f�F HEw . JUGY 29, /959. A/l9f= JECT/oA, 39, CiGoC&J, .LOT /7 I fEPiE/JaE�30,J99-5=' we DISPOSAL FIELD AND SEPTIC TANK INSTALLATION NOTES GENERAL NOTES 1. EXISTING UNDERGROUND UTILITY LOCATIONS ARE BASED ON VISUAL EVIDENCE ABOVE THE GROUND SURFACE AND ARE CONSIDERED AS APPROXIMATE ONLY. CONTRACTOR SHALL LOCATE SUCH UNDERGROUND UTILITIES AND SHALL PROTECT THEM FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES SHALL BE IMMEDIATELY REPAIRED IN A MANNER ACCEPTABLE TO THE ENGINEER. 2. ALL EXISTING SEEPAGE PITS AND SEPTIC TANKS SHALL BE LOCATED, PUMPED AND BACKFILLEO OR REMOVED UPON COMPLETION OF THE NEW SYSTEM. J. ALL PIPE SHALL BE LAID AT THE GRADES AND TO THE RELATIONSHIPS INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS OR OTHER UNSUITABLE CONDITIONS. 4. CONTRACTOR SHALL STAGE CONSTRUCTION TO PROTECT AND MINIMIZE DAMAGE TO EXISTING LAWNS, PAVEMENT, TREES, STRUCTURES, ETC.. ALL DISTURBED LAWN AREAS SHALL BE RESTORED TO ORIGINAL GRADE, TOPSOIL AND SEEDED. 5. SEE DRAWING C-2 FOR SEPTIC SYSTEM, PUMP SYSTEM AND DISPOSAL SYSTEM DETAILS. WAS7BWAT5R DISPOSAL SYSTEM DESIGN BASIS NUMBER OF BEDROOMS 4 DESIGN PERCOLATION RATE 3 Mlin./In. REQUIRED TOTAL TRENCH LENGTH 52 Lin. Ft. (ELJEN IN -DRAIN) TOTAL TRENCH LENGTH PROVIDED 60 Lin. Ft. (ELJEN IN -DRAIN) SEPTIC TANK MINIMUM CAPACITY 1250 Gal. (NO GARBAGE GRINDERS) SEPTIC TANK CAPACITY PROVIDED 1500 Got. (NO GARBAGE GRINDERS) PLUMBING FIXTURES 1.6 Gal./Flush WATER CLOSETS 3.0 Gal./Min. FAUCETS/SHOWERHEADS TEST PIT AND PERCOLATION TEST LOG TEST PIT 0" To 1 " TOP SOIL I,, TO 16" LIGHT BROWN SANDY GRAVEL 16" TO 72" GREY COARSE GRAVEL WITH COBBLES NO GROUNDWATER ENCOUNTERED PERC. TEST STAB. PERCOLATION RATE 2.7 MIN./IN. TEST AT t 18" BELOW EXIST. GRADE LEGEND - - - - - - - - 3-77- EXISTING CONTOUR 02 NEW CONTOUR EXISTING TREE TO REMAIN TP TEST PIT LOCATION ,N**,r PERCOLATION TEST LOCATION. ...... - - - PROPERTY LINE --------------- SEPTIC SYSTEM SETBACK LINE SILT FENCE reputed well location REDE D MAY 2 5 2000 ,sEV� TOWN OF QU BUILDIN DE .395 AOXWTSION tNmum m" %mC5 ,an _L TOWN OF QUEENSBURY 13U1LD1NGUo1)ES. ­ ,q 1. CONSTRUCTION AND LAYOUT SHALL BE AS SHOWN ON DRAWING C-2 AND THIS DRAWING, AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH AND TOWN OF QUEENSBURY REQUIREMENTS. 2. WASTEWATER DISPOSAL SYSTEM SHALL UTILIZE ELJEN IN -DRAIN MODULES INSTALLED IN A TRENCH CONFIGURATION IN ACCORDANCE WITH ALL MANUFACTURER'S REQUIREMENTS. J. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS OF THE DISPOSAL FIELD AFTER ELJEN IN -DRAIN INSTALLATION HAS BEGUN. \ 4. AFTER EXCAVATING THE TRENCHES TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF \ EACH TRENCH SHALL BE CLEANED AND RAKED TO ACHIEVE AN EVEN SECTION AND TO LOOSEN 13. FORCE MAIN SHALL BE HIGH DENSITY POLYETHYLENE PIPE - ASTM 2239 - HD100. PROVIDE DOUBLE \ I SMEARED AREAS. STAINLESS STEEL PIPE CLAMPS AT ALL JOINTS AND FITTINGS. MINIMUM BEND RADIUS SHALL BE IN \ I 5. TOPSOIL AND SEED ALL DISTURBED AREAS IMMEDIATELY AFTER CONSTRUCTION. ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS AND AS INDICATED ON THE PLAN. \ I SLOPE PIPE UNIFORMLY BACK TO PUMP PIT WITH NO SAGS. I ( 6. NO VEHICULAR TRAFFIC SHALL BE PERMITTED ON THE DISPOSAL FIELD AFTER CONSTRUCTION. 14. EFFLUENT PUMP SHALL BE GOULDS MODEL 3871 SUBMERSIBLE EFFLUENT PUMP SERIES EP0411 - I Chestnut Road 7. GEOTEXTILE FILTER FABRIC SHALL BE AS PROVIDED BY ELJEN WITH THE MODULES. 4/10 HP, 115 VOLT, SINGLE PHASE, WITH REMOTE CONTROL SWITCHES. I 15. FLOAT CONTROL SWITCHES SHALL BE GOULDS MODEL A2-3. FLOAT SWITCH BRACKET SHALL BE I I 8. DISPOSAL FIELD LATERALS SHALL BE PERFORATED 4"0 PVC SOLVENT WELDED SEWER PIPE. I I INSTALL LATERALS WITH HOLES DOWNWARD. PROVIDE END CAPS WITH 1/810 VENT HOLE NEAR GOULDS MODEL FS81. TOP AT ALL LATERALS. PIPING FROM DISTRIBUTION BOX TO THE LATERALS SHALL BE 410 16. PUMP CONTROL PANEL SHALL BE SIMPLEX CONTROLLER WITH AUDIBILE AND VISUAL ALARM IN NEMA 1 bothey marker found . SOLID SOLVENT WELDED PVC PIPE. ALL BENDS SHALL BE STANDARD'FITTINGS. ENCLOSURE. INCLUDE PROVISION FOR MANUAL OPERATION OF PUMP. FINAL LOCATION OF PANEL TO BE FIELD �' DETERMINED WITHIN BUILDING. PROVIDE MIN. 12 GA. POWER WIRING AND 16 GA. FLOAT CONTROL WIRING 9. DISTRIBUTION BOX SHALL BE PRE -CAST CONCRETE UNIT WITH BAFFLE AS MANUFACTURED BY IN CONDUIT BETWEEN PUMP PIT AND PUMP CONTROL PANEL. THE FORT MILLER CO., OR EQUIVALENT. SET DISTRIBUTION BOX LEVEL ON MIN 4" THICK LAYER OF PEA GRAVEL. CHECK LEVEL OF UNIT BY FILLING WITH WATER TO OUTLET INVERTS. PROVIDE 17• ALL ELECTRICAL WIRING SHALL BE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND STATE - - - - • ...... - .._ . - . jrs? ryMe 1• - - � / \ FLOW LEVELERS AT ALL OUTLETS. AND LOCAL REQUIREMENTS. ALL UNDERGROUND WIRING SHALL BE IN CONDUIT. >I 18. ALL PIPE WITHIN PUMP PIT SHALL BE SCH. 80 PVC PIPE bathey marker foun 1 \ reputed ! / / ' leach field reputed pump station location location \ / ' \ / reputed septic tank location 1. / P� EXIST. STONE RETAINING WALL / TO BE REMOVED. i / 1 °.' $, j \/'Q �, PROPOSED ADDITION 0 • \ // 1 0 ' / \ / gravel m \ garage house BENCHMARK log; ' In NW CORNER CONCRETE a 1 \ aPORCH BY DOWN SPOUT IfELEVATION 94.90 ate/ � bothey marker found \ / / i 1 / / R TO EXIST• WELL \ 1 CL.EA _ / prop y line - _.. -. -, 12 5.8 me \ _ stonewall _ - - .� . . - . _.. - . � • - �s one r- et .00 / U Y / / / hickory wall \ %\ 1 FIN. GRADE - pry. o 4.00 4.00 4.00 20.00 ^ / \ (n ELEV. ON THRESHOLD • EL. 105.50' \• DOORWAY 95.55 (HIGH PT.) I \ l r-r --- IrTII -- - - - - a /4'e l 100' MIN. CLEAR NEW WELL I I I I I I It �e ` �i I 10. SEPTIC TANK SHALL BE PRECAST CONCRETE UNIT AS MANUFACTURED BY CLEMENTE-LATHAM CO. OR EQUIVALENT. SET TANK LEVEL. MINIMUM TANK SIZE SHALL BE AS SHOWN. 11. FOR TWO-PIECE SEPTIC TANK, PROVIDE SEALANT AS PER MANUFACTURER'S INSTRUCTIONS BETWEEN THE TANK UNITS. THROUGHLY CLEAN JOINT IMMEDIATELY PRIOR TO SEALANT INSTALLATION. IF AIR TEMPERATURE IS BELOW 65'F., WARM SEALANT TO PLIABLE CONDITION IMMEDIATELY BEFORE INSTALLATION. 12. PUMP PIT SHALL BE A SINGLE PIECE PRECAST CONCRETE MANHOLE UNIT AS MANUFACTURED BY FORT MILLER CO., OR EQUIVALENT. SET PUMP PIT LEVEL. I o � 3 deck F � o a rm wo h - ' 1/ hC / woo, 8tolr8 well point location NEW DRIVEN WELL POINT. F- 0 Z Glen Lake APPROX. UMIT OF O \\\ \ ` \ I I i• I 'i I I I I I I\ I I // / i 1 / SECOND FLOOR O ADDITION OVER O \ \71► 1 A 11 II I I I 1 / \ \ \ O 1 to I I I I I, L I I I I I // / I i DASHED SAREA �pTSE CKMA� FxISTwG MA / UNAZED RTION OR ION TO RESLDEbU \ \ / I I .�.�� �~ �� _ �I - / L;' • /�`�'/ 3o r THISUD CUIMENTAISEAAVIOLATIION OF SECTION /7209 1 \ \ \ I ____ __,,� _ `-�i ` `------- ---------- 2 OF THE NEW PORK STATE SUBDIVISION ` / I ---'L ----- --- -- �{ \ `�, --- `'-----------/--------- EDUCATION LAW. � o /Y + EXISTING WELL TO ----7 - 9S \ •✓ v o a it o / REVISIONS BE ABANDONED. \ / •- 41 � SEE DETAIL ON \� \\ 1,p _ `--'-� ------°`---',� \ s �\ I / �' n REV. DATE DESCRIPTION DRAWING C-2-1 --�` \ I 1 - --.-.-.J Iron pin PRE -CAST CONCRETE DISTRIBUTION . BOX WITH MIN. 6 OUTLETS & CONC. BAFFLE. PROVIDE FLOW LEVELERS AT ALL DISCHARGE PIPES. CLAY SEEPAGE CUT-OFF TRENCH. - SEE DETAIL, DRWG. C-2. 4" 0 PVC PIPE TO IN -DRAIN UNITS. SLOPE ® 1/4-/Ft.. ELJEN IN -DRAIN DISPOSAL SYSTEM. TOTAL OF 15 UNITS IN TRENCH CONFIGURATION SHOWN. SEE DETAIL, DRWG. C-2. 1 1/2" 0 POLYETHYLENE PIPE FORCE MAIN. SEE DETAIL, DRWG. C-2. AREA RESERVED FOR 100X FUTURE - EXPANSION/REPLACEMENT FOR WASTEWATER DISPOSAL SYSTEM. (420 Sq. Ft.) RELOCATED PROPANE TANK (BY PROPANE SUPPLIER) f kE o�Y 17-10' J ` b maple __ P�oP y� ... �.-. 7.1 $_.. r 8 / 0 2/1/00 ISSUED FOR PERMITS & - • / _ 92 CONSTRUCTION. -._ _ --- _____ g,-_ �'Black � � � - _ `-/� / / �/- \ - ANSI- / /9 -// / /.00 Iron p foynd .00,9 / loll / / 4 1 reputed pit / iEN70 / i I 60d SPIKE IN UTILITY jr 9o09e a= • ,tii ) POLE 16 NYT 38-1 •�, C / ELEVATION 100.00 N / $ house 0 / 00 Z j I � / / jnleiai oowr (] ("Ptle tC**) 1 � 1 T1 S PLAN TO BE ONlocation reputed well PROJECT SITE AT ! ALL TIMES FOR house rwE nuRAroN o / I 8 0 SjyOR / E P ' r0 M/M. CM A F EKE I ROPOSEO zEq�p r0 HS/Oiy AR OMgF iE, y, N14STL�,grf�yoRE or Nva.scHo °9¢ ----_,I D/SCE FROM , c�' „`":�::I �: • fi� GRADE CLEAN -OUT f REPUTED LOCATION OF EXISTING SEPTIC SYSTEM APPROX. LOCATION OF NEW HOUSE SEWER. 410 PVC SLOPED AT 1/4"/Ft.. 1500 Gal. PRE -CAST CONCRETE SEPTIC TANK. SEE DETAIL, DRWG. C-2. PRE -CAST CONCRETE EFFLUENT SEWAGE PUMP STATION. SEE DETAIL, DRWG. C-2. NEW MASONRY RETAINING WALLS. MAX. HEIGHT OF WALL +4'-0". SURVEY NOTES ELEVATIONS ARE BASED ON AN ARBITRARY VERTICAL DATUM. ONE FOOT CONTOUR INTERVAL PROPERTY LINES SHOWN ARE AS SHOWN ON EXISTING SURVEYS. • • --••...v�. yr SURY$yED BY CONSTRUCTION DAVID F. Rd RRd.4S PL4N LAND 4URVEYOR 5 MAPLt STREET CORINTH, NEW YORK SITE MAP OF LANDS OF WILLIAM J. MANSMANN TOWN OF QUEENSBURY WARREN COUNTY NEW YORK SCALE 1 it = 10' 12/21 /99 99-404 C� SCHODER R/ VERS ASSOC/A TES CONSULTING ENGINEERS, P.C. Prospect's Rise Professional Offices 2315-2 Route 9N Lake George, New York 12845 (518) 668-2918 SCALE: 1 "=10, DRAWN BY: sRA DATE: 1131100 ENG. BY: CBS J. N0: 99-814 CHK'D BY: CBS CLIENT NAME WILLIAM J. MANSMANN QUEENSBURY, NY DRAWING TITLE NEW WASTEWATER DISPOSAL SYSTEM SITE PLAN DRAWING NO. SHT. 1 OF 2 C.1 REV. o HIGH POINT, SEE SITE PLAN, DRWG. C-1. DISPOSAL TRENCH 8'_j" ITYP. ) SLOPE ® <o��ro� I irrrir�oirror,�roirroirrri O�i�, �r�'IOr�'rOr�'r�'►�'rrI �'rOI �r01 E � , I� EMBED MIN. 6 L 6" .) (Ty�•) (TYP'.) 2'—F1" (TYP.) (TYP.) (TYP.) WELL ABANDONMENT DETAIL 1/2" = 1'-Jr 2"x2" FENCE POST UNDISTURBED SOIL. DISPOSAL TRENCH Knex�` O ►�►rOI �rOI �rOI��rOI �rOr �rOr r OIOrOI�.r� I�.rOI�.r OI�.r �' 1�Q ELJEN IN -DRAIN DISPOSAL 1 " — 1 '-0" ELJEN IN —DRAIN DISPOSAL SYSTEM. SEE DETAIL. THIS DRWG. FOR INFORMATION NOT SHOWN. CLAY BARRIER ALL AROUND WELL CASING. 3/8" THK. STEEL PLATE CUT TO I. D. OF WELL CASING. SEAL WELD ALL AROUND WITH 1/4" FILLET WELD. EXISTING STEEL WELL CASING TO BE ABANDONED. CUT CASING TO ELEVATION INDICATED. FILL EXISTING WELL CASING FULL WITH FINE SAND. NO 1. FILTER CLOTH TO BE FASTENED SECURELY TO POSTS W] STAPLES OR TIES AT 6" MAX. SPACING. 2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH THEY SHALL BE OVERLAPPED BY 6" AND FOLDED. 3. MAINTENANCE SHALL BE PERFORAED AS NEEDED AND AREMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE C—C TH TRIAL DETAIL 3" TOPSOIL d CLAY MATERIA APPROVED BY ENGINEER. THOROUGHLY CLAY MATERIA MAX. 8" LIFT: BACKHOE BUG 3" TOPSOIL AND SEED. / BACKFI LL WITH CLEAN GRAVEL WITH NO ORGANIC MATERIALS OR STONES LARGER THAN 2"0. 4"0 PERFORATED PVC SEWER PIPE W/ HOLES DIRECTED DOWNWARD. ELJEN IN —DRAIN UNIT. SEE DRWG. C-1 a FOR ADDITIONAL LAYOUT INFORMATION. SET UNITS LEVEL IN TRENCH. GEOTWI LE FILTER FABRIC. MATERIAL TO 4 BE PROVIDED BY ELJEN. WASHED MASONRY SAND CONFORMING TO ASTM C144 REQUIREMENTS. HOLD BOTTOM OF TRENCH LEVEL. UNDISTURBED SOIL. �- r • '-A F R 10 16 z NEMA 4 JUNCTION BOX CONDUIT FOR POWER CONTROLS TO PUMP ALARM & CONTROLLER PANEL IN ADJOINING BLDG. — FLOAT WIRE BRACKETT, 4"0 PVC FROM SEPTIC TANK. SLOPE ® 1 /4"/FT 6" MIN. PEA GRAVE UNDISTURBED SOIL FIN. GRADE HEAVY DUTY FRAME & COVER BY FORT MILLER. PRECAST CONC. GRADE RINGS x HEIGHT REQ'D. 1 1 /2"0 VENT TO ROOF AT BUILDING. SLOPE BACK TO PUMP PIT ® MIN. 1 /8"/FT. MANHOLE STEPS PER OSHA REQUIREMENTS. DISCONNECT 1 1/2" GLOBE VALVE. 1 1 /2" SCH. 80 PVC PIPE. 1 1 /2" PE PIPE TO DISPOSALI�� 1 1/2" PE TO PVC ADAPTER. GROUT FOR WATERTIGHT SEAL (TYP.). DRILL 1 /4"0 BLEED HOLE ABOVE CHECK VALVE. CHECK VALVE. EFFLUENT PUMP. 5'—J" I.D. PRECAST CONCRETE MANHOLE SECTION W/ INTEGRAL BASE AND NON —TRAFFIC COVER. MN. PUMP PIT IS SHOWN AS DIAGRAMATIC ONLY. DETERMINE LOCATIONS FOR MANHOLE STEPS AND OPENING IN COVER TO PROVIDE ADEQUATE CLEARANCE TO PUMP AND OTHER EQUIPMENT IN THE MANHOLE. PUMP PIT DETAIL N.T.S. FIN. GRADE. TOPSOIL & SEED OR GRAVEL SURFACE TO MATCH EXISTING GRADE. OVERFILL TO ALLOW FOR SETTELMENT SACKFILL WITH COMPACTED ON —SITE MATERIAL. REGRADE SITE AS REQUIRED TO PROVIDE MIN. SPECIFIED COVER TOPSOIL & SEED IN LAWN AREAS. COMPACTED CLEAN SAND 1)6 "0 POLYETHYLENE PIPE FORCE MAIN FORCE MAIN TRENCH DETAIL N.T.S. CONCRETE MARKER AT GRADE ABOVE OPENINGS MIN. 21'0 OPENING. PROVIDE EXTENSION COLLAR TO 4" BELOW FIN. GRADE IF TOP OF TANK IS BURIED MORE THAW 120 . FINISH GRADE TOPSOIL & SEED ------ HOUSE SEWER 4'0 PVC SEWER PIPE MIN. SLOPE OF 1/4" PER FT. — INLET BAFFLE 1500 GAL. PRECAST CONC. SEPTIC TANK. �o � s" TYP. 12" MIN. LIQUID LEVEL MIN. TYP. TO PUMP PIT \-4w PVC PIPE MIN. SLOPE OF 1 /4" PER FT. OUTLET BAFFLE BAFFLE PEA GRAVEL UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. REVISIONS REV. DATE DESCRIPTION 0 2/1/00 ISSUED FOR PERMITS & CONSTRUCTION. �C� SCHODER RIVERS `'7'7 ASSOCIA TES CIVIL & STRUCTURAL CONSULTING ENGINEERS Prospect's Rise Professional Offices 2315-2 Route 9N Lake George, New York 12845 (518) 668-2918 SCALE: AS NOTED DRAWN BY: sRA DATE: 1131100 ENG. BY: CBS PROJ. NO: 99-814 CHWD BY: CBS CLIENT NAME WI LLIAM J. MANSMANN QUEENSBURY, NY DRAWING TITLE NEW WASTEWATER DISPOSAL SYSTEM DETAILS FABR/CA TED B/L T 'r'CE DETAFL N.T.S. SEPW TANK DETAIL N.T.S. DRAWING N0. SHT.? OF? C-21 REV.0_