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2001-301 .411 '` TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20010301 Date Issued: Friday, October 03, 2008 This is to certify that work requested to be done as shown by Permit Number P20010301 has been completed. Location: 160 MANNIS Rd Tax Map Number: 523400-289-018-0001-008-000-0000 Owner: ROBERT HUGHES Applicant: CLAIR HENSLER This structure may be occupied as a: Garage - 3 Cars Attached By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property '+ owner of the responsibility for compliance with Site Plan,Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 WO Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20010301 Application Number: A20010301 Tax Map No: 523400-289-018-0001-008-000-0000 Permission is hereby granted to: CI,AIR HF,NSI,FR For property located at: 160 MANNIS 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: ROBERT HUGHES CLAIR HENSLER Garage-3 Cars Attached $15,000.00 Total Value $15,000.00 33 GARRISON Rd QUEENSBURY, NY 12804 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2001-301 1040 SQ FT 3-CAR ATTACHED GARAGE AS PER PLOT PLAN SPECIFICATIONS SP-46-2000 )10 , #040-1-4Reniu,k $104.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: M a + i a , November 27, 2006 (lf a longer period is required,an application for an extension must be made to the code Enforcement 0 -• of the Town of Queensbury before the expiration date.) Dated at th ow f Qu sb ; 1 e a ,y, November 27, 2001 14 SIGNED BY N ty' dA` for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 'k Q rY, Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20010301 Application Number: A20010301 Tax Map No: 523400-289-018-0001-008-000-0000 Permission is hereby granted to: CLAW HENST,RR For property located at: 160 MANNIS 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: ROBERT HUGHES CLAIR HENSLER Garage-3 Cars Attached $15,000.00 Total Value $15,000.00 33 GARRISON Rd QUEENSBURY, NY 12804 Contractor or Builder's Name /Address Electrical Inspection Agency Null Plans&Specifications 2001-301 1040 SQ FT 3-CAR ATTACHED GARAGE AS PER PLOT PLAN SPECIFICATIONS SP-46-2000 $104.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday, November 27, 2005 (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.) Dated at the Tow of Q nsb,iA T :.d is November 27, 2001 SIGNED BY * for the Town of Queensbury. Director of Building&Code Enforcement 411 � TOWN OF QUEENSBURY FoN 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20010301 Application Number: A20010301 Tax Map No: 523400-289-018-0001-008-000-0000 Permission is hereby granted to: CLAIR HENSLER For property located at: 160 MANNIS 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: ROBERT HUGHES Garage-3 Cars Attached 15,000.00 CLAIR HENSLER Total Value 15,000.00 33 GARRISON Rd QUEENSBURY,NY 12804 Contractor or Builder's Name/ Address Electrical Inspection Agency Plans & Specifications 2001-301 1040 SQ FT 3-CAR ATTACHED GARAGE AS PER PLOT PLAN SPECIFICATIONS SP-46-2000 $104.00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Wednesday,November 27,2002 (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.) Dated at th Tow f Q /n//ury ,November 27,2001 SIGNED BY \ for the Town of Queensbury. Director of Building&Code 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. + NIA 1 - No inspection will be made until applicant has received a Fee Paid $ 6 2001 valid building permit. All applicants' spaces on this Rec. Fee Paid $ OWN®fi r, application must be completed and must appear on the UP ' `-EN�`�B . application form. Reviewed By: --v, C)�/ �av CO( } Y Applicant:Cf. \ e:111 SL G _ Owner: bEw� t ��( I Y I�i� ' Address: 4.i1/4._ 0 �k1\;t� Rd Address: 41:tBens AI-1 t (2 5O �' # ' Phone#(S►(C)1,- $ Phone#( ) - f .'i( .# :lei Property Location: Lot Number: l0 U / House Number / Subdivision Name: Tax Map Number: f0-1 --4-3 ❑ New Building: residence /commercial Estimated Market Value of Construction: $ is_(')j WOAddition: reside! 0 commercial If an Addition, what will use of new addition be? o Alteration: residence/ commercial ❑ No change to exterior size: residence/com'l ❑ Other work(describe _) Check Occupancylnfornwtion I" Floor 2"' Floor Other floor Thal Below sq. it. sq.ft. sq.ft. Square Feet ❑ Single family dwelling o Two family dwelling o Townhouse o Multifamily dwelling #of units ❑ Office o Mercantile ❑ Manufacturing _ ❑ 1 car detached garage ❑ 2 car detached garage ---, fN[Q 3 car detached garage - -vo ❑ I car attached garage ❑ 2 car attached garage ' 3 car attached garage / l 0 6,) // D u Storage building - commercial _ - ❑ Storage building- residential . ❑ Other Will any second-hand or ungraded lumber be used? If so, for what? Type of Heating System: electric/ oil / gas/wood /forced hot air/ baseboard/other: Number of Fireplaces to he installed _ Number of Woodstoves to be installed List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder '- ld o��,/�'t��at 6 1� Plumber ei_aide.A7---, Q r/ l 79 - sea Mason 2- Electrician Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the I3uildin:Code, the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with, whether specif•:/'noted,and that su4 ' ork is authorized by the owner. Further, it is understood that I/we shall submit,prior to cafe of Occu r Certifica of Compliance being issued,as requested by the Zoning Administrat`r/ .'ctor ' til ' ai Codes "its Built Surveil'by a licensed surveyor;drawn to scale,showing actual location " Sigi t a ' ' owner,owner's agent,architect,contractor Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive:, (C/ am/pm / ?apart: am/pm Date Inspection request received: Inspector's Initials: �J{�-�- NAME: AUG PERMIT#: O "—I ' I LOCATION: i(eo A-M )i S I4i)it DATE: d A.:• TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches 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: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq. ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq. ft. Emergency egress below 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 Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%s"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/0[Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: 2.14)am/pm Depart: am/pm Date Inspection request received: _ _ Inspector's Initials: ?(/ NAME: I-16-A.Y/ 4- PERMIT#: /— 3o / LOCATION: DATE: �2� v _ TYPE OF STRUCTURE: 4,t2�. Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location -e Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish 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 /,l`� � ���x 11,CeS. Interior/Exterior Railings 34 in.to 38 in. 4r4,6, / 4 Platform at all exterior doors Interior Handrails stairs 2 or more risers d c7:41 r L4,u b,04)0, Enclosed Stairs Sheetrock Underside minimum '/Z" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall /' 6 inch clearance to sill plate J 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 Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap!Water Temp 110 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: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly O Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 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 or C/0[Temporary/Permanent) L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: ,�GY) am/ m Depart: am/pm Date Inspection request received: Inspector's Initials: 9jZ NAME: 9\A„..)? ,. � CV( liens` 0'S PERMIT#: a 0 3,,§ J LOCATION: lam, '(\\c\ANN\ +'S ( �- DATE: TYPE OF STRUCTURE: I Comments Yes No Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazin:/Window in stairwells safe :lzin: Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area ■■ Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 se.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below 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 Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum Y2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan �/ � jJ %C 7h s/,{� .r.! As Built Septic System/Sewer Dept.Inspection Sticker C�. f ✓`/ Site Plan /Variance required `�4� .kn ,r[/7t� Flood Plain Certificatio •re■uired l h / ' Okay to issue C/C r C/ [Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc Queensbury Building & Code Enforceme 7esi ential Fina nspection Office No. (518)761-8256 Arrive: am/pm Depart: am/pm Date Inspection red4 est received: Inspector's Initials: / NA ME: /� PERMIT#: 0/ —36) - LOCATION: DATE: TYPE OF STRUCTURE: if0 t-r a Comments: Y=�- N• N/A tf,enel 4" Building Number Address e from road +. Chimney Height I"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches /, /z ?,6Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above rade Mill= ,v7) dOk-Q_ Guard at stairwell at 34 inches or more L Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall ) v Interior/Exterior Railings 34 inches to 38 inches �� / I/ i° Deck Bracing/Handicapped Ramp Compliant 111■ Grade away from foundation 6 inches with 10 feet i. 6 inch clearance to sill plate � ®(� Gas Valve shut-off exposed/re ulator 18 inches above !rade �� C t Interior privacy I trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors I Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches hei.ht in accessible area gmr Crawl Spaces 18 inch x 24 inch access, 1 sq.ft:150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation I Insulation Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area ■ ■ Fumace/Hot Water Heater operating Low water shut-off boiler rall� Relief Valve(s)installed/Heat Trap/Water Tern• 110 1111111=111111 Enclosed Stairs Sheetrock Underside minimum IA"G •=urn Basement stairs closed rise>4 inches Garage Floor Pitched 1.1111M� Garage fireproofing/ah hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical 11111112 Final Survey Plot PlanME Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding a ■ As Built Septic System I Sewer Dept. Inspection Sticker Site Plan /Variance required 1.11� Flood Plain Certification,if required all� Okay to issue C I C or C I 0(Temporary/Permanent] L:1Building&Codes Forms\Buiiding&Codes\lnspec lon Forms\Residential Final Inspection Form revised_100405.doc;Revised January 7,2008;Revised 6/26/08 Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road t Queensbury, NY 12804 ARRIVE am/pm: DEPAR - am/pm Notes: (518) 761-8256 Inspector's Initials—_am _"\S . . VRa —3 NAME: �i•� PERMIT# d LOCATION: ) l_ Q O �t- l S --- INSPECT ON(date): ___ — TYPE OF STRUCTURE: 3— Q5 f r C� -,-- ' RECHECK N/A YES O COMMENTS otings/Piers Monolithic Pour Fo _ \ Reinforcement in Plac [_ - for The contractor is re onsible providing protection rom eezing for 48 hours followin the acement of the concrete. i / Materials for this purpos on site Foundation/Wailpour Reinforcement in Place/ _ Foundation/Dam ofmg Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place _ Rough Plumbing Heating Rough-In Insulation i Foundation Walls Interior R- I 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 - 2Xc� y ici.. 5aYH �tC�r-S• c`>>r � 1J C,j..E.F-1 E..lJ �-K t l7 �►d Cw�:. n.. c'1+.1`-f.7 ''.- r j 3 - 0 _ po — _ 40 t - FooF _ 2 f —` ' 10 9,1 D G,'Iw. •4 O f, r4s,r-ci. 2, ! 1 2X(o $7Ro-JGi $ALK Roo�1NG9 : t / �5 . 1�� +-t�'.►�» � 2� � � 1�`,0 �' ' w , Eh ►1V G t LY PIcltJ Ct•i TIE t f /z' p. 5H TNT .��� `• F LT r-LOO�. t.AAt? 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REVM-Mra0 Fly — — — — DATE x: r O WOG' IZ A NtE 1 � )�F'ov� 5L�6 o�w a -T+1�S �R�� - i Z-o � �":' C ' AR L� G�\R rl C LA 1 ERIC BURDETT DRAFTING SERVICE 9 Ridge Avenue Worrensburg• NY 12885 ! (518)623-3099 k 1 $ WHEN SEEDED COVER 6 ESTABLISHED PLANT 2 Sal PLANTS N SLOPE BY CAREFULLY CUTTNG AN X INTO THE JUTE EROSION CONTROL MAT AND NSTALLNG 2-x2-x3' STAKES THE ROOT baM. EACH BALE PLANT SPECIES SHALL 1'IGUJDEa CANADA HEMLOCK. RED MAPLE. RED OAK AND EASTERN WHITE PINE SPACE PLANTS N NATURAL GROUPINGS • G TO 20 ft. BALED HAY OR STRAW INSTALL END TO END TO i LENGTH SHOWN ON PLAN : i i-- , 4" TOPSOIL C2? 2-x2'x3' STAKES -- � 36" fENGt: POST. 10' oc MAX OVERLAP ENDS EACH BALL DRJVEN 16" MN INTO GROUND L T77 SEED Mp(� 9 b PERENWAL RYEGRA55. BALED MAY OR STRAW c�I� ACE 1 b W Wr CLOVER AND 1 b CROWN VETCH N SCALE FINISHED GRADE EROSIONSTALL JLITE FASTEN CONTROL MATTING STRAW. SLT STOP FABRIC ;, EMBED BALE 4 Inches nrn - PLO EMBED Go" MIN N BROUND -! ' : _ - — , -MO COMPACTED EARTH'— �rvEL�i�T MET I : yy �. . ;; — _ — coMPac WIT" AL STAPLES : - _ UNDISTURBED ' '—' ' ' •— LIR GROUND SLOPEmax, c9 —: .• :—. — 11 max N UVDIS. , , , TUBBED C.UT FILL' i w. • I — — SECTION _ 1 1 L SECTION SEDIMENT CONTROL FENCE HAY BALE DAM — CHANNEL FLOW HAY BALE DAM — SiHEET 1=LOW SLOPE STABILIZATION and PL.ANTIN6 DETAIL NOT TO SCALE � NOT TO SCALE � NOT TO SCALE � NOT TO SCALE SEED AND MULCH SIDE SLOPES INSTALL EROSION CONTROL NETTING AS NECESSARY 4' WOE RU IM HOSE fRICTION GUARD ASPHALT DRIVEWAY GUY WIRE FACE OF BUILDING EXTEND 12" PAST DRIP EDGE or ro" AT GABLE ENDS : :—' it - 36" typlod - see plan ,— 24" DEEP - 92 BROKEN STONE �'.._.. ........ 12 min. 6-8 RP RAP 3.' de. CEDAR STAKES TO BE APPROVED BY ARCHITECT ; : d0 o ^= B ft LONG aw FINISHED GRADE a ..._..._._. 3" BARK MULCH . ° o 0 0 4 92 BROKEN OR CRUSHED STONE ° 6.. ALUMINIUM EDGING CBLACK� I0 o -- .. 3" HIGH SAUCER ° OR 6 x 6 P.T. TIMBER FILTER FADRIC - BOTTOM SIDES 1" TOP COURSE ASPHALT o -c--ri 0.0 ° ' COMPACTED SUBGRADE q FILTER FABRIC — — — — ° I o": — . . 2-0" OIYDER COl4t5E ASPHALT AMENDED PLANTING SOIL F I 1 f 1 ;�I �• , o .•©-- � o •o•. . o:OQ:o.�o Q:• c GRANULAR SUBBASE COURSE —. — NYS POT SECT. 304. TYPE 4 o O moo.• 6" mh 0 0.o Q �- • o p COMPACTED TO 96x STD. PROCTOR C• _ _ _ r� �• COMPACTED GRANULAR BACKFLI. - " d" SUBGRADE COMPACTED TO ft ALL TREES 3" CALIPER AND 402 STANDARD PROCTOR LESS SHALL BE STAKED AS 5M10WN USING THREE STAKES VE TREK DETAIL � 5T01� LINED INFILTRATION =� r' ASPHALT DRIVEMENT PA EMIENT &_M_!���NPO L NOT TO SCALE NOT TO SCALE `^ NOT TO SCALE SHOWN H W z W x A A Z U m H W REGOM'END ALL ACCESS + CLEANOUT OPEUiyGS APPROXIMATE BE RAISED TO G" BELOW CONCRETE OR STONE W W F"E*1 GRADE FTMi5h GRADE. MARKER ABOVE ALL RECOMMENDED.COVERS 4" PERFORATED PPE Gro-TEXTILE COVER TYPAR 3 340E OR EQUAL F+♦ a 17" MAX. M=I II . I f I i= _ SLOPE 1AG- - 1/32•' PER FT. x o W : Lj C-I INLET BAFFLE 12" MN- COVER OVER 10" MN. - 3" 'SHRED= BARK MULCH ALL STRUCTURES W �� —3" HIG.A1 SAUCER #1 DISTRIBUTION BOX ..` 'Q+ BY FORT MILLER OR7,777 3" EQUAL AMENDED PLANTING SOIL TYPE B IN-DRAIN UNITL r • °° eMN. LIQLW LEVEL BY ELJEN CORPORATION NYS�DOT�RM1 �F f703-07 Ta1� Ri 0-4 E4 r 1/4" PER FOOT MN. Q O Q NOTES$ v) v./ A 6 1. END OF ALL DISTRIBUTOR PIPES MUST BE.• �- 1/8" PER Fo1�T PLUGGED UNLESS INTERCONNECTED. o m '-rrrs SEPTIC TANK AL _LET BE SET AMT�TS 2. ALL LATERALS TO BE OF EQUAL LENGTH. 6" mm- BY FORT MILER PEA EXACTLY THE SAME GRAVEL CUSS XON. 810-MAT ABSORPTION 5Y5TEM - PROFILE OR EQUAL - INLET + OUTLET DI��TRIBUTION BOX a5E of SPEED LEVELERS BAFFLES NOT TO SCALE ENCOURAGED �f71`VB I-L.�I�TI1�7 AIL NOT TO SCALE NOT TO SCALE IWTAL.LATION OF D15POSAL FIELDS o V L Q4=0 WGo 0 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING. = C� AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. MHMLIM 2x WITH DEPARTMENTW HEALTH V0%=AL HOUSEHOLD SYS'IIENS, AND 14 MAIB' M 4x WIDTH ASTM F481-774 MSTALLA71ON OF THERMOPLASTIC PIPE AND 0 0 CORRUGATED TUBING N SEPTIC TANK LEACH FIELDS. 0 4" M. TOPSOIL. W >" S_ >' 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE UMI75 4' MN- OVERFILLTO ALLOW SEED AND MULCH Q V R OF THE DISPOSAL FIELDS AROUND AFTER PIPE INSTALLATION HAS BEGUN. ALL ARO D FOR SETTELMENT � & AFTER EXCAVATION OF 4' WIDE TRENCH 70 THE DEPTHS REQUIRED. WITH SUITABLE MATERIAL cn z z z 000000 TIE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED :: 2 SMEARED SECTIONS OF TRENCH. =1 11- PROVIDE 3" SAND OR--��000 O O AND RAKED 70 ACHIEVE AN EVEN SURFACE AND T'0 LOOSEN 'K PEA GRAVEL UNDER TAW 5EPTIC TANK 4. PLACEMENT OF CONCRETE SAD. IN-DRAIN UNITS. PERFORATED PIPE. — I I � 4" PERFORATED PPE I i +=I � a AND GEO TEXI1f-E SHALL BE AS SHOWN AND IN ACCORDANCE WITH _ _ rO" Ci. CEO-TEXTILE COVER ( 1 u NOT To SCALE ri, IN-MAIN DESIGN MANUAL AND NYSDOH APPROVAL CONDITIONS _III—I MIH. b• I—III- u m an 5. THE PIPE AND IN-MM UNITS SHOULD BE LAID AT THE GRADES TYPAR 340E OR EQUAL III= SEE PLANTING PLAN ��p� ,`'VG AND TO THE RELATIONSHIPS SHOWN ON ERNS OR MAINTAINING =III= SPACING VARIES �L� I IG T��Iy�J STRAIGHT CONTINUOUS GRADES WITHOUT SAGS. Ht1A1PPS SEPARATED �` JON15 OR OTHER UNSUITABLE CONDITIONS. 1HE PIPE ALL BE WD 4 ,.� I! 7 I-III .. .. ::i: •.-_. ...r" r +'+'7.v:...... .,• /] ~ WITH THE HOLES DOWN IN ALL CASES. ,.- '�:` •' •1:'.'1^ .:s :_� = :� %: :f:.:.::_ a I I— •-� 2' FINE SHREDDED BARK MULCH 8. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL — — — 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK AND TD DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY EI I— -r TYPE B IN-DRAIN LJNMf I_ Qf •� b •d '1y STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE FROMI T}E DISP06AL FIELD. —I F►---- 4• MN. BY EL,EN CORPORATKNd I 0 ae W AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. ITN I 4• MH N SAND = a a °d a G. NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED UNDER DRIVEWAYS. 3" SOL SAUCER 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR 'I i I UNDISTU OW SDI P ;10 GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS — NYSDOT ITEM 9703-07 &a ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS MAXMSI SEASONAL tNGMt ;a at id NECESSARY TO ACHIEVE A STABLE FOUNDATION. GROUNDWATER ELEVATION - NOTE• EXISTING MATERIAL UNDER ABSORPTION FIELD TO BE REMOVED TO A DEPTH OF 9' OR AT LEAST CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. 1' BELOW EXISTING IMPERVIOUS LAYER- EXCAVATED AREA TO BE BACKFLL.ED WITH WELL DRIED GRANULAR '"� 0 'D ob of °D AMENDED PLANTING SOIL 4. DUAL COMPARTMENT TANKS OR TWO TANKS IN SERIES ARE REQUIRED GRANULAR MATERIAL TO fTi51t GRADE. COMPACT LIGHTLY WITH SMALL DOZER. � � f� � � ��•+ FOR TANKS WITH AN INTERIOR LENGTH OF 10 FEET OR MORE. 5. ALL JOINTS MUST BE SEALED. - NOTE• THIS DETAIL SHALL 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY : APPLY TO ALL GROUND COVER. PERENNIAL and ANNUAL BEDS. _ .. Date$ Flay 31,2000 RwAdol J DIAL BED PREPARATION SEPTIC TANK AND DISTRIBUTION BCIIX !=l I 1=_=+' 1 ,pro.�2DO0 N K — — —I OT TO 1 \ — SGALE b C'F } Mob 'I — II— ( f .. . NOT TO SCALE I�I �I I!I � -I — I L.uw J w,.15,z000 BIO-MAT LION SYSTEM - SECTION NOT TO SCALE L STANDARD TRENCH DETAIL NOT TO 50ALE SP-2 slur 2 of 2