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2000-256
BUILDING PERMIT Town of Queensbury, 742 Bay Road, Queensbury,NY 12804 County of Warren (518) 761-8256 VALUE $ 250000 Building Permit No. 2000256 TAX MAP NO. 3 . -1-7 Permission is hereby granted to MACKEY, CHARLES & KAREN Owner of property located at 15 WILD TURKEY LANE in the Town of Queensbury,to construct or place a RESIDENTIAL ALTERATION & ADDITION at the above location in accordance to application together with plot plans and other information hereto filed and approved and in compliance with the NY'S Uniform Building Codes and the Queensbury Zoning Ordinance. Owner's Address: 40 DOUGLAS RD. DELMAR, NY 12054 Contractor or Builder's Name: WILLIAMS CONSTRUCTION Contractor or Builder's Address: PO BOX 241 Cr r 1 2 8 2 0 �.:�E;,ERDAL�, NY ��:���: Electrical Inspection Agency: NEW YORK BOARD NEW YORK BOARD OF FIRE UNDERWRITERS Type of Construction: RES .ALTERATION & ADDITION Plans and Specifications: 3094 SQ FT ALTERATION AND 684 SQ FT ADDITION AS PER PLOT PLAN SPECIFICATIONS Proposed Use: RESIDENTIAL ALTERATION & ADDITION 18 $ °PERMIT FEE PAID—THIS PERMIT EXPIRES May 12 2002 (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.) Ma 12 y 2000 Dated at the Town of Queensbury this Day of SIGNED BYct for the Town of Queensbury Code Enforcement Officer i4't4(4I.It,5 i er•I'fl.T Jlpj)(icat(On J0I Jll of QIICL'!LS'[JIIJ.Y - Dept. if Cunununiiy Development, 7412 Bay Road, Quc'ensbul y, NI' 12804 761-8256 fl BUILDING ik . CODE ENFORCEENTlENFORCEMENT Requirements prior to issuance . A permit sit bo obtained barium , of this permit: I'1:?tllll%'FILE NU. • IwgLudng co/lnlrlsclion. No luupcullonn ___._ will Iw lundo until applicant hen received (~—J Zoning lI(Nud Action Ph:111111•/'h'1;/i PAID$ a VALID !BUILDING 1'rIRMIT. All Alca /Uao ), applicants' spaces on this application RECREATION FEE I' ID MUST bo completed nib&the signature [l �'lanahrg Board Aclion , of the applicant•must appear till IliaI1GV1G II1.0 ni' �1)pIIC11t1U11 form. iJbd p.a • SPI( / Subdivision /Other BuildingInspector J .Recreation Fes Pitynicilt Applicant: 6.1 S S Owner: C.. to 35E3 t°bt w - wT . Address: �`'� �- � �P� ) b (2 Address: SAtt?,.A r q 1A SOLING S 1I Phone # (SIB ) ?j p . 12gCo J7(p Phone # (518 ) 3(05' o Properly Loch lieu: ICJ WItX,.7Tut1�.1.* •• • -r �' • :Subdivision Name: Tux Map Number _—__./ ., Section Block I ill NATURE OF PROPOSED WORK: New uuilcling: ESTIMATED MARKET ol• 'rill:: 1 CONS'1'1lUc'1'ION: $ _��pl r-r�� ✓ ree i.dence / commercial , . Addition • . uliding: C 4, e©idence / commercial' /~ OCCUPANCY INFORMATION: V , Altera • a • • luilding: (` °'I J Pr nary Building - eaidenc • / colnuiol � r � Single Family DwellingReeidonco -/ Commercial. ,> Two Ftoa.l.ly Dwelling no change to exterior EJJ.7.o . Family Dwelling Office Other Work (describe below) Mercantile � '; �'� Manufacturing Other GROSS AREA OF PROPOSED S'TR CTU ' : • (A00rrtor•I i7 lot Floor ' (D?gyp sq. �.. If ADDITION, what will use 2nd ,Floor ' of new. (1 iL•ion be? • O sq. ft. (.. . v i • Other Floors 0 sq. ft. tlx.:.:mot. (not unfinished collar or basement) �ul,g, i C 'SSOR - Ili rt)INOS: De1•• Ac 1 ff ate . ,co TOTAL FLOOR AREA: 6974P SQ. F'r. P : :r'1 . /a Q 1- z r SIZE OF NEW STRUCTURE: stora jo see pg •.- more Storage IS FEET X rj.2-• FEET Other 1 .. rhittr Of ..r14-6 'ii'. / 1441-1071/41—) Foundation 'Typo: IL14540 LpNl; �` Will any oecond-hand or ungraded ' Number of Storl.ea : /PA(o( 0A M�rr� lumber l;o tined? If no, for what? ( habitable nparo only) a Ilu.t.gllt (cicada I:o l:it.lyo) : 1 1 foot' ...r ' o1' III:AT1Nt. :or "um: Number oh1fireplacescand/orwoo-i.Intovo (c:il:c.ta' all wl►' ell n plies) :.xLo b installed:led: O t's'leclr-i c. / Oi 1. / G od ><i -n CO `orced Hot Air Das boar Other Person ree onuible for supervision of work as regards to building • codes is : MICI sL.. ;114InAI�t too 1472 J,�� liq . .s70- 157(P Nato hdd soo i .Phone Builder: Ni? VU1�(tJF Wu,'lo�MS�1AMu.I tAIMS ttowST crt aN (C5(0-S571 Plumber: Mason: Electrician: DECLARATION' !'lease .sign beknritirebunrhak cart Tally read the slalcnleist. To the hest of my knowledge the statements contained in This application, together with the plans and specifications submitted, arc a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Omit:, the Zoning Diilivance and all other laws perk airlbig to the imposed work shall he complied with, whether specified or noted, ;Inc) that such work is authorized by the owner. Furlher, it is underslocid that 1/we shalt submit prior to a Certificate of Oecupancy'or C: rtil' ale of Compliance being, issued, on AS BUILT 1'l.O'I' PLAN by a licensed surveyor; Ira 1 to ice • showing :reins Ovation of project on premises. Signature: (owner/ ownerls a► t architect, ontractor) • • Sit - ENERGY CODE COMPLIANCE APPLICATION � "Jut' TOWN OF QUEENSBURY, WARREN COUNTY 9000 HEATING DEGREE DAYS Compliance Methods: PART 5 - Acceptable Practice Method - 1&2 Family Dwellings (only) • PART 6* - Thermal Rating - Component Trade Offs 1&2 Family Dwellings; Multi-Family Dwellings (3 stories or less) PART 4* Design by Component Performance • Commercial Buildings-Hi Rise Residential *Requires submission of worksheets APPLICANT' S NAME: PROPERTY LOCATION: Mtc-ikA L G tAPw ) elk tiOt 9 T L -N PA T 5 MET OD OF COMPLIAN E BY ACCEPTABLE PRACTICE: &1es-n.41 s• • vo rnors3 (off s 4 . — Tont. 1,y/Avn r(ioN 377 1 . Gross Floor Area - square feet 5••t • • 2 . Tune of Heat - Electric Oil Gas /Other " 1242rAN� 3 . Is building mechanidally cooled? Y Yes 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 11J b . Exterior walls R Z c . Glazed areas R d. Exterior doors R G•i7 e . Floors over unheated spaces E.11I0-Afir•Ic\ -- R NIA f . Edge of slab on grade (heated building) R g. Basement/cellar walls (above grade) £X14TiPet-- R l5 2.t M t ) h . Basement/cellar walls (below grade) �,t(�Srjw.1C R ��j Q2l NEw i . Heating/cooling-ducts-piping in unheated space R 14#4 6 . Service (domestic) hot water heating device Conforms to minimum efficiency per code V Yes No • TEMPERATURE CONTROL MAXIMUM SETTING 140° - WILL NOT BE EXCEEDED Appl.ip.nfs i gnature are Phone Number 4- fri v 11lec) ?70- IS7 c INSPECTOR' S R _ RKS : Residential Final Inspection - rN -A.'. Office No. (518)761-8256 Date Inspection re uest received: C'\)1 .C41A5g-t Queensbury Building&Code Enforcement Arrive: /6/30 &pm D rt: /12,,9S E9pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: jJ ra NAME: PERMIT#: lJ - ID LOCATION: u U p DATE: TYPE OF STRUCTURE: Comments 9/is ©3 Y N N/A Chimney Ht./"B"Vent/Direct Vent Location (2 Fresh Air Intake te . .,tare . 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 4-'n CO a 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 is 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: j 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 3/4 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 sq. ft.vents Building No./Address visible from road Final Elec ' al Site /Variance required mal 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.fo 2.doc edited January 28,2003 ���� TOWN OF QUEENSBURY A�l BUILDING & CODE ENFORCEMENT f #0 742 BAY ROAD c '� QUEENSBURY NY 12804 �� 11 (518)761-8256 ARRIVE: DEPART: INSP: C FINAL INSPECTION REPORT - RESIDENTIAL DATE INSPECTION REQUEST RECEIVED: NAME C H L 3 N1. j - C LOCATION L7.. 1�.,D I ORY,E' LINO -_�r DATE ...„4 - - fI/J_ PE MIT #J.n -Z,61j TYPE OF STRUCTURE FILTER* PON FOOTINGS FOUNDATION BACK ILL FRAMING ROUGH PLUMBING _ SEPTIC INSULATION FINAL ELECTRICAL WOODSTOVE OR FIREPLACE _ `N/A YES NO CHIMNEY HEIGHT/B VENTLH&IGHT PLUMBING VENT ROOFING EXTERIOR FINISH DECK/PORCH/STEPS/RAILINGS RELIEF VALVES FURNACE/HOT WATER OPERATI'G INTERIOR TRIM/PRIVACY DO6RS • FINISH FLOORS: l BATH/KITCH WAZ'ERTIG OTHER FLOORS ' EEPABL: OTHER FLOORS CARPETED STAIR CLEARANCE/RAILING SMOKE DETECTORS BATHROOM FANS PLUMBING FIXTURES FOUNDATION INSULATION GARAGE FIRE PROOFING , DOOR CLOSERS ---- FINAL ELECTRICAL -- �I •SITE PLAN/VARIANCE R' •. — ,,- FINAL SURVEY PLOT P 'N ✓/ OK TO ISSUE C 0 OR C /1� t ( %f ', -) r,, , J - 6., r 4P - relf(\Vq C) , RESIDENTIAL FINAL INSPECTION REPORT 3 0 (11 Office No.(518)761-8256 Date inspection request received: Building&Code Enforcement Dept.of Community Development Arrive?-.+- �epart f Town of Queensbury Inspector's Initials , 742 Bay Road r' Queensbury,New York 12804 >/ NAME liC)412--,--\ PERMIT#C' 0 �C 5 LOCATION c��\ r., I)Y `DATE — TYPE OF STRUCTURE N. �� -- 'l dJ N/A YES NO COMMENTS Chimney Height/"B"Ven Dir t Vent Location J/ " Fresh Air Intake '+. V Plumb Vent through roof ✓/ Roof Complete �// Exterior Finish Complete '` •/ ./ Interior/Exterior Railings 0":` to 36" # / " '��''\ ii�1 -N\.� i\� Exterior Handrails,balcon_es,landin 18 in.or more t/!Interior Handrails stairs both sides 3 • more ti_secs V \ \-. Vt-C_ ( .'-)T Grade 2%away from foundation • ; ( .� ` / 8"clearance to sill plate " t�`�'' a ' J/ Gas Valve shut-off exposed/re t . • 18"above grade J` Gas Furnace shut-off within 30 ••t or within line of site J �/ Oil Furnace shut t i at etjr. e to furnace area / Furnace/Hot Water Heater operating ,// Relief Valve(s)installed ,`/ Headroom,6 ft.6 in.on stairs J Basement stairs,6 ft.4 ' . / Handrail exterior stairs th sides more than 3 risers _ iJ • Interior privacy/trim/d rs/main entrance 36" Floor Finish Bathroom/Kitchen wa 'ghtij Interior Handrails Balco 'es/Landing 18 in.or more i Railing across window in tairwells Smoke Detectors: f / 1u SEAM Ci—` ? t v every level every bedroom t\1-I . H C ?t\11`, F'( 0- outside every bedroom �t D t t inter connected /2 / Bathroom fans (% t--- 1 t -1 lt-4,13 , Plumbing fixtures Foundation insulation 3/4 hour fire door/door closer J.41 - 'fi 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 I iJEE ) 10SPEC-Tt t* t '� �1 A j° �3t tk T lcc Final Survey Plot Plan f DEP _ e , e.3 As Built Septic System layout required Okay to issue C/C(Certif.of Compliance) 4 Z' ki)-?-k4 'A Okay to issue temp.C/O(Certif.of Occupancy)_ �� � `�+��r ����\ ` �`l 1" Okay to issue permanent C/O(Certif.of Occupancy) COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC•OJ) Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL C:32V :::\ Panel Board No Cert. N2 7 0 8 3 0 Cut-in Card No. Owner /4 R°-KLFY Location Pr kip -0-ecTZ- aLezely /' Install tion Consisting of (9 Z i ,7?/e � & �;i (-1 . oa , - ./te-E' Installed By Be i 1,4 C-C,C.J 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 the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making inspections at any time, and if its rules are violated,the Company shall have the right t e ke thi AP icate. / Date /—l6-6.i INSPECTOR 10r • Member N.F.P.A.,I.A E.I. ea Y."'°6 TOWN OF QUEENSBURY BUILDING &_CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 GENERAL INS (518)76 =8256 (518 ) 7 61-8 2 5 6 SEPTIC DISPOSAL SYSTEM INSPECTION Town of Queensbury Dept.of Community Development Date inspei Building&Code Enforcement Name 1`''\ A C_1 S E. ( 742 Bay Road Queensbury,NY 12804. Arrive_ Location IVY to 11,niro se / ` ENE_ Date _ 1 \.-15:7-r Permit # ybo- 5(0 NAME: Ali 4 C,_V LOCATION: t ti (ZOG icy ei 61-: SOIL TYPE: Sand-Loam-Clay- TYPE OF STRUCTURE: j. M — RECHECK 0 Results of Percolation Test- (if applicable) Rate-Minute/Inch TYPE OF SYSTEM: _ N/A YES ABSORPTION FIELD: Total ,Length �?_ Footings/Piers I ( Length of each trench ` 2.,�� ‘„, Monolithic Pour Form Depth of trenches '� '._�' Reinforcement in Place Size of stones. F. L. - The contractor is r- .,nsible fo SEEPAGE PITS: N umberk.- providing protection . .m freezi g Size - f t. x f t. for 48 hours followin a the place ent Stone size of the concrete. PIPING: Materials for this purpo ; on Si • Bldg to Tank Size Type e Foundation/Wall.. Tank to Dist. Box ' 't'whc,"-{ r.1, Reinforcement in Plac-� Dist. Box to Field/Pit _< -rc Foundation/Dampproofin' Openings Sealed? x es- No Partial Backfill Approval LOCATION/SEPARATI Plumbing Under Slab Foundation to Tank - et Rou bPlumbing Ven t/Vents in Pl. - Foundation to Ab orp ti on Peet g � Separation of Pitts _ ----feet �Heating Roug1i In Conforms as per 1`P l of Plan o, ulation L,c� 1_ (.,'(<�- LOCATION OF SYS�EM ON PROPER . Foundation Walls Interi. R- (circle one) =t Foundation Walls Exteri.r R- Front - Rear -' Left Sidem.-._. gh t S i^ Floors '- Middle Front i dd l e Rear Walls '- t I COMMENTS: t Ceiling R- , nn � 1 Duct work or piping in f 'v •NVAV t ` unheated spaces R- Proper Vent,Attic Vent Framing �i��- tv c Jack Studs/Headers k�, 7 f\g - �v i c„�. . Bracing/Bridgin .,k. _ , ti Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier_ SYSTEM USE APPROVED: YES NO _ Fire Separation 1,2, 3,hour Penetration Sealed Arrived: ' Fire Wall 2,3,4 hour Depa Firestopping �` _. -.1:/ u mg, pec-to , f. I D Afri GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury y,- � Dept.of Community Development Date inspection request received: ! l 7 O'er�" Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive `Cif --. Depart Inspector's Initia - 6 od NAME: AA Ge/ PERMIT# LOCATION: G. E! DATE: !} TYPE OF STRUCTURE: RECHECK �" N/A YES NO COMMENTS Footings/Piers I I Monolithic Pour Form Reinforcement in Place The contractor is respo, ible for providing protection +.m - ing for 48 hours followin the r_acement of the concrete. Materials fo this p . se o site Foundatio : ipour Reinforcement Foundation/Damppr s fing Backfill Approval Plumbing Under Slab Plumbing Vent/Vent 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 / eraming Fik`(2i�C s�T � � fv t►: faV N C� Jack Stu Bracin ridgi3g/ f Ct 1` ( -�w 1 '7>V KA Joist Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping $rahVASTL GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury �? ll �����'' Dept.of Community Development Date inspection request received: t S dc.-) Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive 9l am/pm Depart am/pm Inspector's Initials IV— NAME: / PE tIvIIT# '` �---'' LOCATION: L e . t r1 TYPE OF STRUCTURE: .2-,-' •• %'$7 RECHECK f N/A YES NO /` COMMENTS FootingslPiers [ I Monolithic Pour Form Reinforcement in Place The contractor is responsible for r providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Walipour s, Reinforcement in Place J Foundation/Dampproofing : Backfill Approval Plumbing Under Slab • Plumbing Vent/Vents in Place Rough Plumbing r`s Ling Rough-In / / ulation I 7/ Foundation Walls Interior R- / Foundation Walls Exterior R- Floors R- Walls R-. ,r Ceiling ' 3 t) t i0 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 / erestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury 940 Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive 5`a)am/pm Depart am/pm Inspector's Initials NAME: PERMIT# I ` LOCATION: rL// 4 ,t L DATE: vac4c1 TYPE OF STRUCTURE: l RECHECK N/A YES NO COMMENTS Footings/Piers i F Monolithic Pour Form Reinforcement in Place The contractor is response a for providing protection fro freezing for 48 hours following tlb placement of the concrete. Materials for this purpo on site Foundation/Wallpour Reinforcement in-Place r Foundation/D ppro¢fing Backfill Appro Plumbing Under Plumbing VentNVents 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 �,� .r le Jack Posts/Main Beam i� �'�`� 5 f Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping 01-1 GENERAL INSPECTION REPORT (518) 761-8256 Town of Queensbury 1 � Dept.of Community Development Date inspection request received: ZS 31 c -T3 7'6 Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive am/pm Depart) a Inspector's Initials N. NAME: ka PERMIT# � �0 LOCATION: DATE TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers t I Monolithic Pour Form Reinforcement in Place The contractor is respo .ible for providing protection freezi g for 48 hours following i'a place ent of the concrete. Materials for this purpo on site, Foundation/Wallpour ' Reinforcement in Place Foundation/Dampproofi Backbll royal Plumbing Un&r—Slab / 41 'Bing Vent/Vents i Place , 1arrt'- Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Ixterior R- Floors 5 R- L�& forI aP Walls R- Ceiling R- Duct work or piping in unheated spaces R- Vent,Attic Vent ac Studs/Headers IL Bracing/Bridging Joist Hangers v Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed /ctlx-pcz---re ire Wall 2, 3,4 hour14rort0. Pp GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury (6;6 c/a'5 7 Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive am/pm Depart taVti Inspector's Initials V NAME: C\NXC- CA-* PERMIT# LOCATION • DATE: I l 0 o TYPE OF STR -1 RECHECK JA S NO COMMENTS Footings/Piers I 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 FoundationJWallpour Reinforcement in Place F xllndation/Dampproofing 17/ \ackfill Approval Plumbing Under Slab Plum. :Vent/Vents in Place 1 t ."gh 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 7: oV 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 • a pm Inspector's Initials NAME: VA 1<.C-''' PERMIT# _" LOCATION: DATE : TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers I I Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement • of the concrete. *Aerials for this purpose on site §• VFoundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval a 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 (j 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 Inspector's Initials NAME: A(c.kh-C� k PERMIT# W ' z S ' LOCATION: DAch : n TYPE OF STRUCTURE: RECHECK A YE/NO COMMENTS ootingsfPiers I Monolithic Pour Form Reinforcement in Place , The contractor is re ••nsible for(ter providing protection 'in freezing for 48 hours following e placement of the concrete. Materials for this purpose o 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 Bather Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping w.cr.�, d- 2,`3 0 %4, GENERAL INSPECTION REPORT (518) 761-8256 Town of Queensbury 7/Z Dept.of Community Development Date inspection request received: to Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive am/pm Departs•/ am/p Inspector's Initials NAME: MAC•kel PERMIT#c b 0 S 6, LOCATION: /S l4/i ed 15 ke. LAN DATE : AMID OF STRUCTURE: ,cs,di t,(it (i£f RECHECK N/A YES N COMMENTS *Footings/Piers etteg\aL, I I Monolithic Pour Form L 1��—��� �� -v�Q Reinforcement in Place �v •,� ru '� The contractor is responsible for providing protection from freezing °\ for 48 hours following the placemen of the concrete. Materials for this purpose on site 1 Foundation/Wallpour Reinforcement in Place p Foundation/Dampproofing 3 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 C ?Z-Y/3 GENERAL INSPECTION REPORT ( 518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: 7 l/3 ak1 v`) Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive V-^">am/ Depart ' TII ector's Initials `_� NAME: 1 PER1vlIT# LOCATION: 15 + i5� ,[_a,DATE : TYPE OF STRUCTURE: RECHECK N/A YES°ENO COMMENTS Footings/Piers \ Monolithic Pour Form Reinforcement in Place The contractor is respons ble for providing protection from -- ing for 48 hours following the ,lacement of the concrete. Materials for this purpose on si >offoundation/Wallpour Reinforcement in Place Fnundation/Dampproofing \// Backfill ApprovalPlumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing > UrA> Heating Rough-hi i Insulation ' VA Foundation Walls Interior R- • C 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 BracingBridging 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 Jr Queensbury,NY 12804 Arrive am/pm Depart pm Inspector's Initials V NAME: PERMIT#o2 f (.0 LOCATION: suj3 a 1'u ' :' hit, DATE : 47r TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form 1 Reinforcement in Place The contractor is responsi le for providing protection fro freezing for 48 hours following th placement of the concrete. , terials for this purpose rn site /' oundation/Wallpour Reinforcement in Place Foundation/Dampproofin Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in lace Rough Plumbing Heating Rough-In Insulation Foundation Walls rior R- Foundation Walls E erior 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 gi 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 11 Inspector's Initials NAME: PERMIT# —OS LOCATION: DATE: TYPE OF STRUCTURE: RECHECK N/A YE NO COMMENTS tings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible f providing protection from ing for 48 hours following the p cement of the concrete. Materials for this purpose on to Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents-in Plate Rough Plumbing Heating Rough-In Insulation Foundation Walls Interio R- Foundation Walls Exteri R- Floors Walls 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 i � ( 518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road ` j Queensbury,NY 12804 Arrive am/pm Depart r . m Inspec tor's is initials NAME: , ` ( J PERMIT# —Z LOCATION: 1 �) \? L� I� DA'1E : .� -�'O 0 0 TYPE OF STRUCTURE: CJ RECHECK �? N/A NO COMMENTS tings/Piers r 11 fr L - l / Monolithic Pour Form Reinforcement in Place d_ The contractor is responsible or i :. providing protection from freezing for 48 hours following the plac: ent of the concrete. Materials for this purpose on si Foundation/Wailpour C. A C.� Reinforcement in Place Foundation/Dampproofing C�µ� &A- U Backfill Appal Plumbing Under lab Plumbing Vent/Vents in P.ce Rough Plumbing Heating Rough-In Insulation Foundation Walls In -rior R- Foundation Walls E: erior R- Floors R- Walls R- Ceiling R- Duct work or pipi g in unheated spa :. R- Proper Vent, Attic -nt Framing Jack Studs/Hea• rs Bracing/Bridgin Joist Hangers Jack Posts/Main 5:eam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping N f-- V)LAK E LAK E 0 Z � N � Z WATER SUPPLY GEORGE 0 Q � J ~ } Cl 0 NEIGHBORING PROPERTY GEORGE IS CURRENTLY VACANT FROM LAKE INTAKE 204.00' f ALONG SHORE (A) 0 �� w 204.00' f ALONG SHCRE U 320 3 _ OD ^� _ 2 13.00 t TIE uNE 00' 13.00 t TIE LINE •p L vZ - % 0. ----- SE CK ------ r n 1st & 2nd STORY MOOD DECK r- - NEIGHBORING PROPERTY �� RAMP Q N W 1st & 2nd STORY WOOD DECK IRA �\ - `'` 52.0' I ! WATER SUPPLY IS FROM `� z z r 3o r- INTAKE TO LAKE GEORGE. a. w z 0 F.F. _ � ��� i '��O w �' 0 p L ZYH o � , SETBACK _ 336.20 3 ; � _____--_-----_ 0 3 30 / 2 STORY av� ' 3° t ENTRY WALKWAY, PARKING 1=RQ3T . — _ r A p z � _ 3 U) o - AREA AND DRIVEWAY TO � SEPTIC AREA HOUSE wA� _ Q U 4o I N 'nvv �~ R GA '��- HAVE POST MOUN SIDE LLIGHTING IGHT 340 `� �\ l 4 BEDROOM o ® � '; �/ � - : ( FIXTURES. OTHER F.F.=34 .7 � '�- - TO BE BUILDING MOUNTED. \ �4-__., - __ F.F. LJLI � n W Z W N 336.20 0 a LLJ LJ.JJ \ ' \ oast ooNcI ErE rtErA W WALL— \ \`�_= �/ 3 Ri CONCRETE RETAINING WALLLu ' LL_ J U Q o NOTE: �� �� \\� \ 34O o � r"'�t 3 15.3' REFER TO SHEET S-2 FOR ;� \ �' '� Q Z `.J W J cc 3s° �`' E s q s P*IT DETAILED SEPTIC SYSTEM PLANS 3so `\ \�� -' \, \\ AREA FORS p u W 0 T + 34 4 pRNE / AND STORMWATER DRAINAGE GRADING. Ca �` --' \� C AIKING ` �` �'1' Z :2 \ \�'-�,` `"----' \ 342 S'W ` _ /� rAD _/\_� ° �-- p z Z cn cn 343 to \- — ci --_.__ Q J IY -------------- 34 \ _ _ 36 \ \_ �� �,\ --- -D I'C I V E \ Aun GRpU �'`� 7 o 360 \`` \ \ \ \\ _ Z ING 34 UNDERGROUND o � \ ; fs AO ND �.! ` Z �U11ES TO HOUSE \ . ---.-� ``\ \\ \, �_------ .�__ '' ',;\ hOUSE r W O) W Illop- 60 �SFPTIC SYSTEM \ \ 3so O� p 3�0 DISPO +�L ARE�4� �\ ----- ,��° \ \ �� '\�._ �_ / ;- -- W Z z LL Lli Lij '---- GRAVEL N \ � \ —_-_ 360 LEGEND: _ \ PARKING .�- ,\ ,,�``` _---- \ � � 36° O I.P.F. = IRON PIPE FOUND UTILITY POLE -- \TWO CARS LEGEND: �- - L - - VEL SU�ZFAGE � �--- —f %1 -�— AV�E � FAC OND 6' WID RIGHT OF WAY C GR y_ 3, GR S �, I.P.F. - I _ i '� ' IRON PIPE FOUND 0 RTE. 9L\ , 6' WIDE 0 l_ y o �, = UTILITY POLE Q 38 341 PROPOSED CONTOUR _ -160 a' _ TREES 09 I a '' ae PROPOSED CONDITIONS Z z I o , WR-3A CLASSIFICATION: EXISTING CONDITIONS a ZONING CLA : N � I ZONING CLASSIFICATION: WR-3A 0.1 AREA IN S.F. AREA IN S.F. �$ AREA- - 1 _ TAX PARCEL 3.-1-7 BUILDING FOOTPRINT: 3,566 BUILDING FOOTPRINT: 2,000 OF. '7 ACCESSORY STRUCTURE: 45 I R�TERNATEPSTENTIAL AREA ACCESSORY STRUCTURE: 0 TAX PARCEL 3.-1-7 ' LACEMENT ' AREA DRIVES, WALKS AND ' SYSTEM_4 SEP c � 56983 sq ft I BEDROO 1.31 acres DRIVES, WALKS AND /' M 56983 sq ft HARD SURFACED AREAS: 7,000 � HARD SURFACED AREAS: 5,865 ;i I _ _ 1.31 acres PORCHES, DECK & TERRACES: 610 PORCHES, DECK & TERRACES: 1 ,060 i TOTAL NON—PERMEABLE: 10,041 TOTAL NON—PERMEABLE: 10, 105 / PARCEL AREA: 56,983 \ PARCEL AREA: 56,983 PERCENT NON—PERMEABLE: 17.6% PERCENT NON—PERMEABLE: 17.7% I FLOOR AREAS: I FLOOR AREAS: / LIVING SPACE. ' 4 898 _IVING SPACE: 3, 150 I GARAGE: 696 GARAGE: 0 STORAGE: 696 ^TO RAGE: 0 COVERED PORCH: 0 S811 '90, C.OVERED PORCH: 0 460 � �o8"w I PARCEL AREA: 56,983 I PARCEL AREA: 56,983 TOTAL FLOOR AREA: 6,290 TOTAL FLOOR AREA: 3, 150 EXISTING FLOOR AREA RATIO: 11 .0% EXISTING FLOOR AREA RATIO: 5.5% H'Gywgy�,�� WATER SUPPLY — LAKE GEORGE WATER SUPPLY — LAKE GEORGE \� eO�Nos eo�N �pp WASTEWATER DISPOSAL - ONSITE \ \ N, DS WASTEWATER DISPOSAL - ONSITE \ ROV FILL SYSTEM USING ELGEN IN-DRAIN SYSTEM \ys: r /AF L A OF UNKNOWN CAPACITY AND NKNOWN CATION O LOCATION � \T\ / (PROPOSED AS REPLACEMENT FOR EXISTING W h'0 N \ SYSTEM SERVING THE 4 BEDROOM RESIDENCE) \ ��' 9L / UNDISTURBED AREAS ARE Z \ ED AREAS REMAIN AS WOODED SLOPED AREAS. \ WOODED WITH PRIMARILY Q UNDISTURBED II \ / \ I SOFTWOOD VEGETATION w W macksite.dwg \ \ \ WATER SUPPLY LINE FROM LAKE 10. 0' WAS SYST M B CI4 OF D SI('Izy' -J'--__ THE GENERAL SANITARY NOTES � �\�__`��~ I TIE LINE SYSTEM I TI UNKNOWN RESIDENCE IS A FOUR (4) BEDROOM HOME SE RV ED BY AN ON-SITE SEPTIC 0) '�- _ MOWN COMPONENTS WHOSE CAPACITY AND LOCATION ARE UNCONFIRMED. AS I. MAINTAIN 100' SEPARATION • �� _._---�- - THERE IS NOT AN EXISTING PUMP IT !S CERTAIN THAT THE DISPOSAL FIELD IS WITHIN 100' OF THE BETWEEN SEPTIC SYSTEM AND ANY WELL. 0) N 5 8 5 6 31 ---1-98.16 - ' LAKE. IT IS THE INTENT OF THE PROPOSED PROJECT TO CONSTRUCT A REPLACEMENT SEPTIC SYSTEM CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION. ---� THAT WILL CONSIST OF STATE-OF-THE-ART COMPONENTS MEETING TODAY'S STANDARDS CAPACITY AND MATERIALS. RDS FOR 2• MINIMUM SEPARATION B ETWEEN SEPTIC TANK AND BUILDING TO BE 10 FEET. r r HYDRAULIC LOADING - FOUR (4) BEDROOM SYSTEM DESIGN 3. MINIMUM SEPARATION BETWEEN TOE OF FILL AND BUILDING TO BE 20 FEET. CV -- ��2 WATER SAVING FIXTURES (POST 1991 AS PER _ NYS DOH 110 GALLON PER DAY FLOW RATE 4• MINIMUM SEPARATION BETWEEN PROPERTY LINE AND TOE OF FILL TO BE 10 110 GPD BEDROOM X 4 BEDROOMS = 440 GALLONS PER DAY FEET. 67, g � �� T SOILS ANA YSIC St �C 2 n d STORY WQ(�� p E �% / � �..�.� - RAISED (FILL) SYSTEM 5. MINIMUM C R TH SE PARATION EPARATION BETWEEN WELL AND SEPTIC TANK TO 8E 50 FEET, IJ' `� N E TAB I S H VEG ETATL9N- LA�1�.S-C-�FD THE PROPOSED REPLACEMENT SYSTEM WILL BE.RAISED (FILL) SYSTEM AT A LOCATION MEETING 6. ALL CONSTRUCTION TO BE ` TOWN SETBACK STANDARDS (100' MIN.) FROM THE LAKE. SOIL PROBES INDICATE THAT THE CODE. -„J 0 `,_ _� AREA TO, '�E �I g,T B F DISPOSAL FIELD AREA SOILS CONSIST OF AN ORGANIC LAYER IN COMPLIANCE WITH NEW YORK STATE SANITARY ER AND GRANULAR TO ROCKY (NOT IMPERMEABLE : PERC RATE < 60 MIN/NCHUNDERLYN PROFILE F 7. Q J } O f _ -- E R 0 S I I C 0 N TR 0 L M SURE TO 32". THIS AREA WOULD RECEIVE AN ADDITIONAL " 24 REQUIRED INSPECTIONS /� PLACED SO THAT IT WILL STABILIZE DURING THE TIME FRAME OF OF SPECIFIED FILL SOIL TO BE ONS (TO BE PERFORMED BY P.E.) SEE ENGINEER'S 0 r w INSPECTIONS. � > (NOVEMBER TO APRIL) PRIOR TO CONDUCTING PERCOLATION TESTS. FREEZE-THAW THE PURPOSES OF U / S. CRUSHED STONE SHALL BE CLEAN, DURABLE AND BE NO LARGER THAN eEDM zUVW ' i THIS DESIGN WE ARE ASSUMING A PERCOLATION RATE OF 8 - 10 MIN./INCH FOR THE STABILIZED THREE-FOURTHS OR SMALLER THAN ONE-HALF INC _ + _ N / FILL SOIL. ADJUSTMENTS TO THE LENGTH OF LATERAL PIPE WILL BE MADE, AS NECESSARY, PRIOR INCHES IN DIAMETER. z TO SEPTIC SYSTEM PERMIT SUBMITTAL/APPROVAL. 9• WHEN THE TRENCHES HAVE BEEN EXCAVATED, THE SIDE AND BOTTOM SHALL ,Z VJ r"�- - ASSUME 8-10 MIN./INCH 00 co BE RAKED TO SCARIFY ANY SMEARED SOIL SURFACES. [� 1-. F. - ---�.'__'-- �____-.._._�------ PFRCOLATION TESTS TESTS TO BE CONDUCTED IN STABILIZED FILL SOIL. FILL WOULD BE PLACED IN FALL OF 1999 AND SHOULD BE W Z \ TESTED IN THE SPRING OF 2000. 10. CONSTRUCTION EQUIPMENT NOT NEEDED TO CONSTRUCT THE SYSTEM� �� 3 3 6. 2 0 S EM W KEPT OFF THE AREA TO BE UTILIZED FOR THE ABSORPTION ' j L C TRENCH SYSTEM TO PREVENT UNDESIRABLE COMPACTION OF THE SOILS. \ d•--- •� � DESIGN CRITERIA / �50 GAL. - �� 11. EACH DISTRIBUTION LINE SHALL �•+-• O _ C R / O 0 o O SEPTIC TANK SIZE: 1250 GALLON FORA 4 BEDROOM HOUSE AS PER NEW YORK STATE CONNECT INDIVIDUALLY TO THE (j V J (� �' CC�, O0OC DEPARTMENT OF HEALTH STANDARDS. DISTRIBUTION BOX AND EXIT AT THE SAME SLOPE FOR THE FIRST 5 FEET TO 10 I"� S EP1���gN K � ` '� ea>H -- �^ 0 FEET. FROM THE BOX. 1 8" PER � N O - k/ f O EFFLUENT P ( / FOOT). w ��4 0 0 o EFFLUENT ATIC PUMP P TAT ON FIBERGLASS EM ILL REQQU R BA SIMPLEX EFFLUENT PUMP STATION, Z T- �EFFLUENT Q O / EFFLUENT ISTRIBUTIONDSOX SHALL B SETEACHLEVEL DISTRIBUTION ARRANGED SO THAT 0 � ow ROOMp O C SIN OR APPROVED EQUAL. U ION LINE. ADEQUATE �-- ® ® 00C FORCE MAIN : PIPING TO BE 1 1/2" HOPE PIPE TO A DISTRIBUTION BOX AT TH PROVISIONS SHALL BE TAKEN TO ASSURE STABILITY AND PROVIDE ACCESS P�M PIT N FOR INSPECTION OF THE DISTRIBUTION PATIOQM Op O` SYSTEM SITE. FORCE MAIN TO SELF DRAIN BACK TO THE PUMP PIT UPON PUMP SHUTDOWN. 80X. LL Z W RAISED DISPOSAL FIELD SYSTEM TO CONSIST OF 'ELJEN IN-DRAIN UNITS : TYPE B' 13. THE PIPE CONNECTING THE DISTRIBUTION BOX TO THE DISTRIBUTION LINE C) W z i ��C_A R GAR G E _ p SHALL BE A TIGHT JOINT CONSTRUCTION LAID ON UN Y _ 3 INSTALLED OVER STABILIZED FILL SOILS. FLOW RATE OF 440 GPD REQUIRES 70 LINEAR F PROPERLY BEDDED THROUGHOUT ITS DISTURBED EARTH OR LJ.�J -- - - -- �. '- 300 ELJEN IN-DRAIN TYPE B UNITS AT ASSUMED APPLICATION RATE. UNITS ARE 4' LONG EACH OF 14. FINISH FLOOR ELEVATIONS LENGTH. "'�� Q Z r R Q °O o 18 UNITS ARE REQUIRED. CONFIGURATION SHALL BE TWO TRENCH INSTALLATIONS � � U 00� UNITS) S ARE SEPARATION BETWEEN OF 36' 9 BUILDING ATIONS SHALL BE SET AT THE T_ � TRENCHES ( LDING TIME 0 HES SHALL BE 4. AREA REQUIRED SHALL BE PERMIT. THE CONTRACTOR SHALL CONTACT ENGINEERAOFLIRECORDFOR A V) < M (/► Q (� 00 APPROXIMATELY 15' X 38'. TO CONFIRM THAT THE EFFLUENT PUMP SPECIFIED IS �.L.J r r~� SUFFICIENT FOR EACH Q (� O C SPECIFIC LOT. --" a° T 0 w 1- 0 15. THE SYSTEM DESIGN DOES NOT INCLUDE PROVISIONS FOR GARBAGE C� - ^ GRINDERS. GROUND GARBAGE SHALL NOT BE ADDED TO THIS SANITARY 0 \ ' �;'°oo ELJEN IN-DRAIN CROSS SYSTEM. Z \� \ _ _ ` iL 00 c S SECTION L•L (.1,J Q \� - ,00C� 16. FOOTING DRAINS, SUMP PUMP DISCHARGE < \/ b j < U_ - CHARGE AND WATER SOFTENER �3►. W Q CLOSET I i O 0, e` DISCHARGES SHALL NOT BE CONNECTED INTO THE SEPTIC SYSTEM. n/ _ 17. CONTRACTOR TO COMPLY WITH ALL O.S.H.A. AND OTHER STATE AND LOCAL �+ ' +-L 1- Z -_- x 336.2 TOP SD►L EXIST. CONCRETE RETAINING WALL ° � l O - .:...._..;��;,: -,�•�....T..__ FId��QGggpE SAFETY REQUIREMENTS DURING CONSTRUCTION. _ _ �-- w \ --- CATCH _ p 18. AS PER NEW YORK STATE INDUSTRIAL CODE 53: CALL 1-800-962-7962 TO •� - ~----- f i� )00C 4"DIAPERFORATEDPIPE SUITA13LEBACKFILL LOCATE BURIED CABLES OR OTHER UNDERGROUND UTILITIES NO LESS THAN O 42 0 AS +� o c (COBBLES,ROCKS TO BE REMOVED) TWO OR MORE THAN TEN WORKING DAYS PRIOR TO 5 r POSTS DIGGING, DRILLING, .� I.,J... IG ``�� •�J -f \ - ="_ = --0 GEO-TEXTILE COVER HOLES 5 6 7 O'CLOCK EXCAVATING DRIVING �C Ao �--. p Z w (9 io•ir 0 Z DING3 4 0.5 �o -� 3 TR NCH o�iN 'p.0 C BANDING STRAPS FILL SYSTEM INSTALLATION < .-,-I I- z N OT�.S-- � �� 0 _ __ 1. WHEN PLACING FILL ON TOP OF EXISTING GRADE, ORGANIC DEBRIS, + t Z w Ir ` O ~� \ EN RY ALYY _ INCLUDING LEAVES, ROOTS AND OTHER PLANT FORMS, SHALL BE REMOVED W3: 0R WOVE-EXISTING ° C 1 � IN-DRAIN UNIT - PRIOR TO THE PLACEMENT OF THE FILLMr a 7" SCARIFIED. AND THE NATURAL SOIL PLOWED OR Li. Z /jPHAL CONCRETE SAND // �V-E.M E N T AND,._---.� � �`,� �\ 3"T- , '� • � D O c 2. THE SOIL USED FOR C� 3� C'�C / GRADED LOAMY SANDY GRAVELS AND CONTAIN A MINIMUM OF WELL- O f'� Z GRADE ARIA TO \� `� / TWELVE PERCENT (12X) OF SILTS OR CLAYS _ 3A 0 r, �. Wrnw \~ 4\4 / 5�/'%//•���/� MIN' OR NO SOLID CONTAINING NO ORGANIC DEBRIS OBJECT LARGER THAN THREE (3) INCHES IN DIAMETER, AND HE � I N G -- - - FILL SHALL BE ALLOWED TO STABILIZE NATURALLY FOR A LEAST SIXTY (60 O 3 4 ,J°°° J O° ---�--"..I DAYS. ) •�� � B"MIN. A I N I N G WALL-. ,__ 3 4 4 - ° J� ° rN• B• SUFFICIENT FILL MUST BE INSTALLED TO ENSURE A MINIMUM ETWEEN ANY TRENCH BOTTOM AND MAXIMUM SEASONAL G 0 GROUNDWATER, (2) FEET r ^ �.� �, �O,' � zT0 IMPERVIOUS STRATq,BEOR IMPERVIOUS MATERIAL OR BEDROCK. V 1 S 0 R M R D R A I N A�E�~� ---- SEASONAL HIGH GROLMII)WATER OCK. THIS SEPARATI ON MUST BE THREE 3 �' 3 4 ' 6 3 4 6 `� O C° �� -�_- -"' J FEET WITHIN ONE THOUSAND (1,000) FEET OF LAKE GEORGE. O W Z H E ET _ 4. ONLY ABSORPTION FIELDS SHALL BE USED AS THE LEACHING __j 0 +- \�• �✓4 [� j C7°' SYSTEMS. FACILITY IN FILL E E T _ B LI S H ED '� �, --------- _ �-� p I-- W <C I--- ' E-- �_----�"� -� O 5. A CHANNEL OR DIVERSION SYSTEM SHALL BE PLACED ABOUT THE FILL � J � W 0 Z -- I SYSTEM IN THE UP-SLOPE DIRECTION AND OF SUFFICIENT LENGTH TO DIVERT ALES A .�LANDS CA ��--_- _ 9 ✓z �� `- -- --' ) �~- �`�~� TRENCH CONFIGURATION SURFACE AND SHEET WATER RUNOFF AROUND THE FILL P RK I N G RATION L SYSTEM. < Z 6. THE TOP OF FILL OVER THE LEACHING FACILITY SHALL BE CROWNED OR Ll_I W \RHEA. \ Q AR 48 C / 1 CROSS SECTION SLOPED TO ALLOW NATURAL SURFACE RUNOFF� U/V� F AND SHALL BE SEEDED. W \\ Q \ O Q 7. SIDE SLOPES OF FILL SHALL BE GRADED TO A SLOPE NOT STEEPER THAN ONE �C, 1 (1) VERTICAL. ON THREE (3) HORIZONTAL Lj � Z \ 4 0 0 �� \ SUITABLE BACKFILL CONSTIRUCTION NOTES: .5 TW 35 I° O I� PLUS A MIN,C TOPSOIL d SEED _ 1, CONSTRUCTION OPERATIONS SHALL BE IN COMPLIANCE WITH THE RECOMMENDED x - - rJ \ o ' 0 ` \� 15%MAX•SLOPE STANDARDS FOR EROSION CONTROL AS DETAILED IN THE NEW YORK GUIDELINES po � `~--� FOR EROSION AND SEDIMENT CONTROL". \` •. I X ,356. 0 3 5 6. 0 X O C 4'PERF.PIPE \ GEO TEXTILE COVER FABRIC / 3 o c 30`MAX -10.17" \ "� m ! IJJ '. �SPTIC �S`X TEM I 4'MIN.UNDISTURBED SOIL t ( Q D i S P&SAL q R �_ I I I ____ �= e"MIN. f t�f . g f f �` �. �. E. T �,�. �. -�7 -_�, O t0 /- , ` USAF E SOIL PERCOIATI I'")__ B"MIN. ,'t ';, •s X - `� j°O ��C/ ON RATE 1-80 MINAN.`J lJ uu 2 MIN.TO IMPERVI WS STRATA BEDROCK a 4 O O \ x359 . 0 p ` OR SEASONAL HIGH GROUND WATER :y� r �- 1--- v \, M ,\ - - - - - _ _ 35�_OxI �y,�y� z ;viz 36 . 0 3 Q _ 10 8!i ;h �? CONDUIT SEAL H!' N.P.TJ 7 ' q 1 \ N O 8E SUPPLIED I' ` - DRAIN SURFACE WATER FR CODES I PREVENT r••p'`� \\• �� �\� �E'IJ E N O \� BY CONTRACTOR TOOMr££T \f , UNITS i T S O °r \\\ ENTERING J. $pX STEEL COVER WITH LOCKING HA CAST INTO MH "IT FASTENED WITH H (((��� CONCRETE ANCHORS E --- g EA. C CONNECT ELECTRICAL TO RESIDENTIAL INTTROL PANEL,ERIOR °,0/ w \ ~���M AOU IB f&I WVISUALHWA B ALARM & 0 750-1000-1250 Gallon S]LENCER BUTTON Seamless Septic Tank � oho METAL TO METAL SIDE RAIL SYSTEM 0'°C \ �_ - _ _ �3 BY HYDROMATIC OR APPROVED EQUAL _ �{ ` GATE VALVE�/62 24" TAPERED HOLE & PLUG HYDRAULIC CEMENT SEAL i + W EXTENSION \ (TYPICAL)) HALL PIPE P£NETRAIIONS �' �•I'� \ \ \ \\ ��` p ,w \ TYPICAL) y EX£N lONSTCO G£R HAN 10-0' �• \ \\\ �� �`�'\` 64 ISO 1_J w 4 1250GAL. i O BALL CHECK VALVE CLEAN 5'-3" •' � 1-1/4' N.P.T, GAT£ VALVE � SAND 750 GAL. 1000 GAL.36 (0 (2) 4'-5' 5,_0'1/2* • BACKFILL U ti DOUBLE BUTYL ROPE SEALANT \. � .�i lBIY OTH£IP r, DISCHARGE / �-�•„ -�,_ �\ $" FLEXIBLE PIPE CONNECTOR - BY LOCKJDINT QR EQUAL '� TRANSITION DISCHARGE PIPING TO 1-1/2' HDP Z90.60, INVINOUT tT 1/2RSFORCE MAIN COPRESSION FITTINGR-9 11"' 4' PVC INFLUENT PIPE ALARM \\ \ CONTRACTOR TO DRILL A 1/4' WEEP HOLE IN 4'-8" :;•, c BOTTOM OF FORCE MAIN BETWEEN G.V, AND PUMP PIT HYDRAULICALLY SEALED DISCHARGE FLANGE 't• rueH- 1000 GAL. �. HYDROMATIC UP 33 1/3 H,P. 1730 RPM CAST IRON /� 6'-B�/2" ti EFFLUENT PUMP OF APPRQVED EQUAL I � 1 I nl� n / 4- N 750 GAL. b ��, ' 4'-5' 4-0" j'-11" Cu :: }.. MONO�THICERIs£ aYNFORTEMICLERLORWEQUALXMFNDED rwnr arr •• � NOT£' LIQUID 1250 GAL. • �`� 36' LD. PREMANUFACTURED FIBERGLASS BASIN PACKAGE ENLARGEMENT LEVEL 10'-Q" �NSTALOPER MANUFACT RERS'REL§JAYACONSBSTITUTED SCALE � , ,,� s ! •1 � HIGH DENSITY POLYETHYLENE •'+~ r• _ •� .t O PIPE SEALS PROVIDED AT ALL PIPE ~ '•• f-DETLS DWG g" CONNECTIONS SHOWN. --'�� 6' PEA STONE 7 06 L .... XREF MACKSITE•DWG LEVELING COURSE 0 . CN UNDISTURBED SUBGRADE O 0 bj RESIDENTIAL / SIMPLEX EFFLUENT _j z PUMP STATION Q I- NOT TO SCALE Q W --- - V)