Loading...
2012-377 TOWN OF QUEENSBURY t 742 Bay Road Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20120377 Date Issued: Wednesday, September 24, 2014 This is to certify that work requested to be done as shown by Permit Number P20120377 has been completed. Tax Map Number: 523400-308-006-0001-061-000-0000 Location: PETRIE Ln Owner: SAMUEL & VIOLA WAHNON Applicant: SAMUEL & VIOLA WAHNON This structure may be occupied as a: Septic Alteration Residential By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the "- � property owner of the responsibility for compliance with Site Plan, f 1 /4 Variance, or other issues and conditions as a result of approvals by the Director of Building& Codenforce9ment Planning Board or Zoning Board of Appeals. 4,04 TOWN OF QUEENSBURY `F 742 Bay Road, Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20120377 Application Number: A20120377 Tax Map No: 523400-308-006-0001-061-000-0000 Permission is hereby granted to: SAMUEL& VIOLA WAHNON For property located at: PETRIE Ln 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: SAMUEL&VIOLA WAHNON Septic Alteration Residential 39 SARATOGA ROAD Total Value GANSEVOORT,NY 12831 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2012-377 Septic Alteration- Lots 13 & 15 Petrie Lane New Site development $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, August 08, 2013 (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 Que nsbu 4 w n IF ! . August 08, 2012 mirl SIGNED BY Sh for the Town of Queensbury. Director of Building&Code Enforcement 340 S Application for Permit -- Septic Disposal Systemr`3 Town of Queens/mg 712 Bay flood Queen.cbur , NY 12801 (518) 761-8256 1. OWNER INFORMATION: �jZ �. �' Location of installation: ' ,irk /3 `+-1-S- Office use ) / ) Filo Permit No. Tax Map No. O/ AUG 0 `! 2012 51 l� � `n ., l Fee Paid Owner's Name: /�.V'v �( ` Y Addroeu: /36 LI e $4,gAiv -surtra 2. INSTALLER'S NAME : .. PHONE NO.'WX2-t.6 ,' 3. RESIDENCE INFORMATION: (circlo year of dwelling, indicate 11 bedroom(s) and multiply ii of bedrooms with applicable gallons per bedroom to equal Iota/daily flow) Year of Hoot N9. of Bedrooms x C9Inlmulaliun = Total Daily Floky 1980 0r older kilt( r 1 I x 150 !;al/bdrm 1980— 1991 x 130 gal/bdrlll 1991 —present x 110 gal/bdrin Garbage Grinder Installed yes / no Spa or Whirlpool Installed yes / no 4. PARCEL INFORMATION: (circle applicable information & indicate measurements) • -�KC[liltl}' . :nt11.00_.____ Uround-Wnlot:.. 13,p,tir.ock or Jin )ot_V1V.415_MOIOr.Iill_ — ►►r _.. ator.Nrrr)I)ly Hot '1(07(1 (It who/ depth rr! 11/Nr! depth oiling c 17 - fc'e! --fret well Steep slope clay if well; water.supply %slope other from any septic-system depth: absorption is ft. other Percolation To : (To be completed by licensed professional engineer or architect) Rate: 413 p minute per inch 5, PROPOSED SYSTEM: For Neiv Conetrucbn: All individual sewage disposal systems must be designed by n licensed professional engineer or architect (unless installed in a Planning Hoard approved sulxlivision). Add 2511 gallons to the sinof the septic lank and leach field for each Garbage Grinder, Spa or Whimipool Tub. p-Actz; Septic Tank: _gallon (min. size 1,000 gal) Tile Field: each trench 70/ T-1_51, Total System Length: 1 1Z_ fl. CR T tKA1 Seepage Pit(s): number of size of each: ___ __IL by f1. Size of Stone to bo used: II / depth or N,Icknras Bed System Size: x Alternative System: length and/or size 6, HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE & INFORMATION FOR RESPONSIBLE PERSON (please read) For your protection, please note flint pursuant to Section I36-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or k granted in reliance 111)071 any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. have read the regulations wills respect to this application enol agree to abide by those and nil requirements of tire Town of Queensbury Sanitary Sewage Disposal Ordinance. Signature of responsible person Dat© oo P<t\ Septic Inspection Report Office No. (518) 761-8256 Date Ins•- ion r-• - Queensbury Building &Code Enforcement Arrive: -- % •- .-rt: q y 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia NAME: —(?j`( t L—NCEP.•MIT NO.: \Z— 311 LOCATION: 1 NSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand/ Loam / Clay Type of Water: Municipal / Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A [150'to well required if NO] Absorption Field: Total length ft. Length of each trench _ ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank 1---1 " ./)Ct\ 4(-) Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: _Y_ N End Cap _Y_ N Inlet/Outlet Pipes& Baffles _Y T N Manholes 12"or less below grade _Y_N [provide extension collar if Yes] _Y N Location / Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan _Y N Engineer Report and As-Built Y N ETU Maintenance Contract _Y_ N provided Location of System on Property: Front R ar Left Side Right Side Middle Front Middle Rear S stem Use Sta s: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report_03 29 10.doc Septic Inspection Report Office No. (518) 761-8256 Date Inspection r-. fr'i - Queensbury Building &Code Enforcement Arrive: 6' _ t. =•rt: 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia s: _ NAME: f.6( A1 A PE' IT NO.: 1 -3"7 LOCATION: i 2 PeA-r r 1 SPECT ON: - ct'-/ RECHECK: Comments and/or diagram Soil Typ-. � oam / Clay Type of Water i' '•- ell Water Wate '•- _ .• : '. distance I b ft. +- Well separation distance ft. Other wells: ft. N � Well Casing Length 50' + / - Y N N/A lv 1717-- Absorption 717--Absorption Field: Total length 1 t ,Z— ft. Length of each trench 1-f 2 ft. Depth of trenches 2...„i4"- "ft. E EF_ Size of Stone e al(._ 5 )v) Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank 3N-` 10 Ti'rt l�� Tank to Distribution Box i-{ .cH L4( Distribution Box to Field Pit « • _ . : • p � �� Opening Sealed: ��N End Ca. Y N Inle Outle ' s- : Baffles — N , Location/ Separations • Foundation to tank ft. Foundation to absorption /ft. Separation of Pits ft. Conforms as per Plot Plan V Y— N Engineer Report and As-Built Y N Location of System on Property: Fro, Rear eft Side Right Side Middle Front Middle Rear Ss -i - - U ' Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc 1 I 'LTJ u - I_ _ I I _ I 1 ^!• u J., ryJ j 0I I ol.s'1 usz 11 Ij_r_____:,...21 _ 3/ I/ p pi SeRu 1 I I i i , 1 — _ 3 3 , � ? • s •by io�� I I I I i ! I IL[21 • NorJsc a-._. $ 1 ITT• L t.,. �_ 1- ACCESg •. av r °;917 J'.0. 55 I ) ��ROAOlA�, — 0 I I• ) II1 1 I • 1 1 • i P ;C -,--- t1 J .. AREA • •- Tj - 1 2� r �. tDI I I 1 _ , 1 IIi1635ACRES • 18 34 ) r.._, I1 I • 1�^ • VED cr •171 . D.., 111 0 -.: .03 • . . . 1 o Ic >. 10 - 709ER� � E.. 7 Lk.) ...j .: (.3 6. __ 00 %> 1 I7A ;,,.. 1 11 l I ���ox • I ni-___, I r�I 1 ;� I ��1 r r- L I vric • 1 .. .. -,... „,„, --ho- r. . ,i, J �E. I 1 — _35•- - / i :ii N d 1 - ,' • - • 0o st ..- I I �. .,n• - - R --• / OBEMNTMN ED ^� •Y n =n r I\ ',--1 /BY OWNER _ I o • if n G • �i g • s POOL $ ,.c i.R*�h� 9��� 1 O..p' I ) I__„..-..._ I—`� LJJ:____I J�t 10 BE R_.u •. ry /, :• l "I 21: /i 1 por .. Jr _ _________=--------•------.... �_ _ ��GRA 1 I _ _) I f `' 1:1:_rj 70 8= •.EL CA.0—/ z RESERVED55 I I1 i (s�E1_ -xu OAD _�.��' - — r I-{'` 11I— I 1 1 5 x1---i--1-1'. —,- ry I FOR 1. ) ��� i'��'�� im$ CESS R•AD 'S +-�-s,3.6• L=�9�-0 1 . W _ 1lDRExs :11 FLIT'Lli I 1 } Wi1--= —.— ..�h;. r e -- —_ S. W PLAYCROUNO • I 1 I I -r ...� _ _ _ xisDN� DfP - ^ o npr, li PES m �o 0' • 1� /3 I1 .,./ii iii i I I1 I I 55'I Isz.3s' IFL',_-+Thj �� 7 O h/ f o '•g _ Er:I L.7ni 1 I Bo , U.. I 3 1 :.4. • • i IS .6 . . A.:.?. 1_ I [Hz 9 /.,.,.,...1.,. . . i Li LI LI /1.. .. .1. re 4001r 55' zorz,-.2,. n' 1 co • H'tD.k' ,� �f�/�:'FFE . .. . . . T50,00' - . L__________":' i , " 40L _ fy /y// -/; il_ ,E0 • LANDS pF- - - DON WOOD - •LANDS ...:• .._. . . .:_. I I OF • DON WOOD' ' L.1 NDS of • JEF�?�E'Y...Ec TIN.rA :.._ : .. •LA:,rDS OF • :�SHBURN'- L'LSIE PAlUS LT. AL LANDS OF P ' .- 3 )/ GRADE SURFACE DESIGN DATA: ///��v DESIGN DATA: 8TOWARDS THE SWALE DESIGN FLOW = 700 GPD FOR TWO UNITS W/THREE BEDROOMS EACH (6 BR TOTAL) F NEW STANDARD FIXTURES, (1.6 GPF& 3 GPM MAX.) AN ELGIN SYSTEM IS PROPOSED AS A SUBSTITUTION TO PREVIOUSLY APPROVED SEEPAGE PITS 1-5 MINUTE PERCOLATION RATE W/APP RATE OF 1.7 G/SF o (28) 843 ELGIN MATS REQ'D, (4) ROWS OF 7 8 OUTLET DBOX W/SPEED LEVELERS 1750 GALL DC TANK I oorr47 Ea— b { _28' _ x —1 Oc�C i 7 C=ry, 1 1 coI o I 0 NlZD eli 'ii( py 1� _ / 10 I �'V` h MI: . ,fl rel` MIN g Q tU tl BUILDiI. . ."'JD, ,,, ,/ . Reviews: /�4 fl --13'-6"—, 13'-6"— Date: .._ L , ri I' LOTS ORIGINALLY APF CALCULATE ADDITION AND SIZE SHALLOW S 2 BR DOUBLE - p CONSTRUCT SWALE RAIN INTENSITY,i=2" WIDE MOBILE BETWEEN DOUBLE ADDITIONAL AREA FOf HOME In WIDE HOMES, GRADE 1960 SF in SURFACE TO SWALE TIME = 1 HR i / RUNOFF: 2"X 1960S STORAGE CAPACITY 0 70' 70' TIME FOR FULL SWAL FOR A 12"DEEP SWA b l(t - ) 3 12 I jS n 28' I 28 I TREATMAPPENDIX 75A ENT AREA TOPCI I I I —I\ F I \ TREATMENT AREA SEEPTICIC TANK TO WATER PARKINGI24'X20' 1 \TA I PRKINGI24'X20' I, I I 1 Im I 1 I ?'' 55.00' I LSHUT OFFSHUT OFF ACCESS ROAD B PLAN - DOUBLE WIDE LOT SCALE 1" = 20' �\ THE BOX FORT 9EMILLER CO.,INC. oaf FORT9 WLLER CO..iNC. SCHUVLER%U.E.NY 12971 SC BOX 9!! V PHONE:(518)695—'OM SCNIMERNILLE,MY 12071 FAO (518) 5-50070 TAX: (Ste))95-5000 #2 DISTRIBUTION BOX ` www.fortmiller.com gc=b FAX: (Sle)695- 970 F www.fortmiller.[om (8) OUTLET FORT MILLER FORT MILLER CONCRETE: 4000 PSI CONCRETE: 4000PSI REINFORCEMENT:ASTM A615 -GRADE 60 REINFORCEMENT:ASTM A05615-GRADE 60 ENTRAINED AIR: 5.0% -9.0% ASTM A185-GRADE 65 -MEETS ASTM C890- ENTRAINED AIR: 5.0%-9.0% -MEETS ASTM C890- 16' 25' 4.0OPENING RE (SYPICAL EFFLUENT FILTER W/24"�PRECAST CAP CARTRAGE EFFLUENT FILTER 1 HOUSING / EFFLUENT FILTER (//\ PIPE ADAPTER r + <r ZABEL 0100 , 1 1• / / 13" OUTLET SCREEN FILTER i '' ili4/.P % ".... 113" 8)"INLET r 10 OTN ES .....„.„...-- )iø .BAFFLES ARE 2"THICK AND 24'HIGH •4'0 HIGH DENSITY POLYETHYLENE PIPE SEALS PROVIDED AT ALL PIPE CONNECTIONS SHOWN. NOTES' •ON THREE SIDES FOR 4i0 P PE. STANDARD: INSERTS(SPEED LEVELERS)•OPTIONAL LIQUID LEVELLER PAVAILABLE UPON REQUEST.IPE OUTLETS- (8) 4"• •RESIGN CASE 4,NON-TRAFFIC KNOCKOUTS •TOP,BOTTOM,AND SIDES '",•-•••". HIGH'",•-•••". DENS TY POLYETHYLENE ALL 12 THICK. PIPE SEALS. •DESIGN CASE 2(TRAFFIC) SLAB TOP BOTTOM TOTAL (LBS) (LBS) (LBS) 50 144 194 HOUSE PIPING TO BE PVC 4" SDR-38 PVC VENTS, CLEANOUT AND TRAP PER CODE. r I X3"/FT. MIN Y4"/FT. MIN 1750 DC GAL ��������� 6 � 4.SEPTIC TANK 8" COMPACTED GRAVEL 8 OUTLET D-BOX W, OR SAND BASE SPEED LEVS CAULK ALL OUTLETS PROFILE - SEPTIC SYSTEA NO SCALE GENERAL NOTES: 1. DESIGN AND ALL WORK FOR TREATMENT SYSTEM PER NYSHD APPENDIX 75—A 2.ALL ROOF OR HOUSE DISCHARGES SHALL BE 12'-0" DIRECTED AWAY FROM THE TREATMENT AREA. 1 3. OWNER/CONTRACTOR RESPONSIBLE FOR ASBUILT SKETCH OF ACTUAL LOCATION OF COMPONENTS. SEED TO 4. PRIOR TO EXCAVATING CONTACT NYS DIGSAFE AT GRASS 1-800-962-7962. 5. PERCOLATION RATES TAKEN FROM APPROVED SEEPAGE PIT DESIGN BY VDS, 3-16-93. 7.TREES AND ROOTS SHALL BE REMOVED IN L-.\--IN—SITU SAND ----\_."' 8. AREAS, 8. SEAL UNUSED INLETS OF SEPTIC TANK. 10.ALL COMPONENTS TO BE SET ON A LEVEL 12" SWALE CROSS SECTION STONE BASE. 11. D—BOX TO BE 8 OUTLET W/SPEED LEVELERS, SCALE: 1/2" = 1' CAULK OULTET SEALS. 12. SEPTIC TANK TO BE FM OR EQUAL W/4000 PSI CONCRETE AND 5-9%ENT.AIR 13. WATER SUPPLY IS MUNICIPAL. MOUND TOPSOIL TO ALLOW FOR SETTLEMENT 6-12"TOPSOIL WHITE r ` ANTI—SILTATION FABRIC B43 ELGIN MAT .../ ^ N IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE O I LICENSED ENGINEER,TO ALTER ANY ITEM OR IN—SITU SAND PORTION OF THIS DOCUMENT IN ANY WAY. THE ENGINEER HAS NOT BEEN RETAINED TO PERFORM OR PROVIDE INSPECTIONS OR 4"PERFORATED PIPE CERTIFICATIONS ASSOCIATED WITH THIS PROJECT. z IF IN THE COURSE OF THIS PROJECT A CONDITION N—SITU SAND EXISTS WHICH DISAGREES WITH THAT AS REPRESENTED ON THESE PLANS.THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER OR ASSUME ALL RESPONSIBILITY ARISING THEREFROM. GROUNDWATER OR IMPERVIOUS LAYER IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO ENSURE THAT ALL ELGIN DETAIL MATERIAL ORDERED COMPLIES WITH PROJECT SCALE: 1/2"= 1' REQUIREMENTS. SINGLE WIDE HOMES, =OR DOUBLE WIDE HOMES f ` " •`..-•••t '..) a I R TRe 0Y'lor1' — Blatk Sil ,. '] 1.Lokn 3 prod i — CG ,`�OF NEiV FOR 100 YEAR STORM 1'7E46' Mtn P� SII,'r oat Cb ! N e r 980 SF/ UNIT X 2 = €t '2356.-•$n f11¢�;.ou3lgr.Qe ah Qy t9,0 1 '#', RvWr}o is; 5t°ls`P'e k '2,;`,- * N (P , (100 YR STORM) { w• Wham Nanry t)ve'n•bury. . t— ;�• ,7 R 21 W { ;6• cc.: ,— 1 l ,�i 7SF/F7X55' = 385 CF. � r' I� AT 5 MIN / IN IS 1 HOUR ,1• ` .- ._ e.(441.8...,_,.. ti ° "OP 1• r�:nseK • an bury Q �? Fly 1..t.• POurth - �. n `i'`r+` Fr°nCb I 19 f / ' 84062 l.C� /Lrk� .1 mountain:,,t • t o • da - 'To �,v Yak• '''"'-'4;:7.k Y' --Zs"--7-96-1 'ti3 jJr �,::,:,,,if ,.r �f ornery /1/ FSSION U f.. 4s .: 10' ot1'fi� f4d�k'�. '� •f+-.,,,�,N, t'� a�j .Man,,+ 4).2D % r 1 C_•mr C•a. �/ vc 11 ;13cetab 6.14Fi t z i WC 5 I /2/// 11 ;� � , ,`� I. '- --)1-. --. 1-1(1- RYAN M. BURNS, NYS P.E. LICENSE No.084062 V` 19 �' DESTROY PREVIOUSLY DATED DRAWINGS • ,.fj .eaga , t si /kik • Ql•l=nt `,� •ri!ond of S T E! di, 1 _ � xvt. l z. ALLS) 1 12/14 RB ENG. COMMENTS y F;rhe afvo`*`i5^ rtlr„•i.It I •` f' rtydk ... ' NO. DATE BY REVISIONS G `' t, HI "?.:•••••,i. alron. f -0- UPSTATE DESIGN ASSOCIATES t,r Xaa It RESIDENTIAL DESIGN AND CIVIL ENGINEERING r �`i'• _. '• F RYAN M. BURNS, P.E. IRA S. ADLER, P.E. t ::,1• . ->/ 180 PLEASANT STREET 10 MADELINE DRIVE • r c ' ✓ t ( '°B4 KEESEVILLE, NY 12944 SARATOGA SPRINGS NY i s„.1 Hartman ` 'i' / t P: 518-572-0256 518-573-2549 12866 Z' Da`A,C°town ` CJ' `J re wood F: 518-536-9058 QUEENSBURY VILLAGE MHP ' ' n°Y"Ot' PROJECT: ELGIN SEPTIC/RUNOFF DESIGN • Drinth. �� rte."".. LOCATION: PETRIE LANE.QUENSBURY NY LOCATION MAP, SCALE: 1 " = 3 MILES DATE: 10/10/07 DRN. BY: RMBSHEET NO. 1 CONSTRUCTION NOTES: I. HEAVY CONSTRUCTION EQUIPMENT SHALL NOT 1750 GALLON BE ALLOWED WITHIN THE BASAL AREA.VEHICULAR PARKING SHALL NOT BE ALLOWED ON ANY PORTION SEPTIC TANK OF THE YSTEM. 2. BED TO BE COVERED WITH TREATMENT S6-TOPSOIL MINIMUM. 3. DIVERSION DITCH SHALL BE CONSTRUCTED TO DIRECT RUNOFF WATER AWAY FROM THE BED. 21 PM MAINTENANCE NOTES: ID—1 1. CONTENTS OF THE SEPTIC TANK SHALL BE PUMPED EVERY YEAR OR WHEN THE DEPTH OF SLUDGE EXCEEDS}5 OF THE LIQUID LEVEL.TANKS P. T 'D., SHALL BE INSPECTED WHEN PUMPED. WGT: 120 LBS. 2. ENSURE THAT EXCESSIVE AMOUNTS OF DETERGENTS AND HOUSEHOLD CHEMICALS DO NOT ENTER THE SYSTEM. e31 3.AVOID DISPOSAL OF SANITARY NAPKINS, DIAPERS ETC. 4. NEVER ENTER A SEPTIC TANK TOP SECTION 5. NEVER USE ABSORPTION AREAS FOR VEHICLE PARKING. 6.CHECK ABSORPTION AREAS FOR SURFACE PNNG./11101 7o INSPECT AND CLEAN OUTLET SCREEN FILTER AT LEAST ANNUALLY. ` g q. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE LICENSED ENGINEER,TO ALTER ANY ITEM OR PORTION OF THIS DOCUMENT IN ANY WAY. HI: THE ENGINEER HAS NOT BEEN RETAINED TO �a ' PERFORM OR PROVIDE INSPECTIONS OR CERTIFICATIONS ASSOCIATED WITH THIS PROJECT. BOT SECTION IF IN THE COURSE OF THIS PROJECT A CONDITION / EXISTS WHICH DISAGREES WITH THAT AS REPRESENTED ON THESE PLANS.THE CONTRACTOR o SHALL STOP WORK AND NOTIFY THE ENGINEER OR Nim ASSUME ALL RESPONSIBILITY ARISING THEREFROM. IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO ENSURE THAT ALL MATERIAL ORDERED COMPLIES WITH PROJECT REQUIREMENTS. 1 ! TANK WEIGHT,LBS , SIZE SIZE - GALLONS TOP BOTTOM', TOTAL ; OF IYp� SECTION!SECTION WEIGHT I A ✓' M. 'Y 1750-113,140 16,320}_33,925 ' ��`Q'� N �9,j �.4p s 'Alf" CC / OA 08406 ...(-1 , ,7 (4) 28' 4" PERF PVC LEACH LINE X6" l /7 SLOPE W/ END CAPS RYAN M. BURNS. NYS P.E. LICENSE No.084062 DESTROY PREVIOUSLY DATED DRAWINGS IIMMNII•--��� //////////////////////////////1/:%///////////////////////////////////'. A 1 12/14 RB ENG. COMMENTS NO. DATE BY REVISIONS UPSTATE DESIGN ASSOCIATES ELGIN 843 MATS, 28'LONG h6" SLOPE RESIDENTIAL DESIGN AND CIVIL ENGINEERING W/ ANTI SILTATION FABRIC AND 12" RYAN M. BURNS, P.E. IRA S.ADLER, P.E. CLEAN SAND BELOW 180 PLEASANT STREET 10 MADELINE DRIVE KEESEVILLE, NY 12944 SARATOGA SPRINGS NY P: 518-572-0256 518-573-2549 12866 F: 518-536-9058 QUEENSBURY VILLAGE MHP PROJECT: ELGIN SEPTIC/RUNOFF DESIGN LOCATION: PETRIE LANE, OUENSBURY NY DATE: 10/10/07 ORN. BY: RMB SHEET NO. _2