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2010-289 ` TOWN OFQ UEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 Oro Q n, Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20100289 Date Issued: Tuesday, December 11, 2012 This is to certify that work requested to be done as shown by Permit Number P20100289 has been completed. Tax Map Number: 523400-289-009-0001-085-000-0000 Location: 308 GLEN LAKE Rd Owner: CARL T BAKER, AS TRUSTEE OF THE CHOPPA IRREV. Applicant: NANCY J CHOPPA 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 a property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. 41�` TOWN OF QUEENSBURY coN 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20100289 Application Number. A20100289 Tax Map No: 523400-289-009-0001-085-000-0000 Permission is hereby granted to: NANCY J CHOPPA For property located at: 308 GLEN LAKE 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: NANCY J CHOPPA 308 GLEN LAKE Rd Septic Alteration Residential LAKE GEORGE,NY 12845-0000 Total Value Contractor or Builder's Name/Address Electrical Inspection Agency SANITARY SEWER DAN DRELLOS PO BOX 224 GLENS FALLS NY Plans &Specifications 2010-289 SEPTIC ALTERATION RESIDENTIAL $25.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday,June 14,2011 (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 Town nsbu Mr i . I e 14,2010 SIGNED BY 14 , \ for the Town of Queensbury. Director of Building&Code Enforcement For an EPA homeowner's guide: htto://www.eoa.gov/nodes/pubs/homeowner guide Long cu5tomize:ocf;- 27, 7- /_ OFFICE USE ONLY r+/77 1,---. 3> v TAX MAP NO. PERMIT NO.p.2 PERMIT FE ° 1,tf't 6 fA APPROVALS: ZONING TOWN CLERK 4-4 - i .' APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. j, OWNER:_Ft-) 3 i/v a--. C A. p4 INSTALLER:j�10 Nt ✓+9/t- G-rkL.. 2ft--0(C4 ADDRESS: 30 r L t ),-, C A'I:et. ') ADDRESS: f 0 --("3„ ,t- 27`4e _ F PHONE NOS. 1 91 '25„f 9t PHONE NOS. / f '-' "— 0 i .:-- LOCATION OF INSTALLATION: 30E 6-te _i_p_ice._ RESIDENCE NO.OF X COMPUTATION= = TOTAL DAILY FLOW INFORMATION: YEAR BUILT BEDROOMS 1980 or older X 150 gallon per bedroom = GARBAGE GRIND INSTALLED?____p_,_ 1981 -1991 X 130 gallon per bedroom = 1992-present X 110 gallon per bedroom = SPA OR HOT TUB INSTALLED? NI) PARCEL INFORMATION: f/7 C'__ Pt,441/4 ' ✓ TOPOGRAPHY: FLAT ROLLI STEEP SLOPE 1 SLOPE___ % ✓ SOIL NATURE: SAND LOAM_ -' CLAY OTHER c, ✓ GROUNDWATER: AT WHAT DEPTH? lJ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY/ . .— MUNICIPAL WELL ____(If well:water supply from any septic system absorption is:(/v4) ft) ✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). E xt df i p' 6 TANK SIZE: i'2-0 GALLON (MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder, spa or whirlpool tub. SYSTEM TYPE: o ABSORPTION FIELD (WITH NO. 2 STONE) Total length ft. Each trench X o SEEPAGE PIT(S) (WITH NO. 3 STONE) How many? Size? ALTERNATIVE SYSTEM Bed or other type?_LC..Ct A) ❑ HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree QUESTIONS? CALL 761-8256 OR EMAIL to abide by these and all requirements of the Town of Queensbury codes(@.queensbury.net itary Sewa.- Disposal Ordinance. VISIT OUR WEBSITE FOR MORE INFORMATION / ,11,4,- P 47P/A) www.queensbury.net ignature o •erson Responsible Date riTown of Queensbury . Community Development Office • 742 Bay Road, Queensbury, NY 12804 .7 Septic Inspection Re. • Office No. (518) 761-8256 - Date Inspection req . Queensbury Building&Code Enforcement Arrive: t-V-a) a WWI -part: am/pm 742 Bay Rd., Queensbury, NY 12804// Inspector's Initials: ,/�` NAME: P P!-t ' • IT NO.: \© Z,G t LOCATION: (3 0`4010, �-,LE 3 L,f E_ D .PECT ON: -7--2-4D-tO 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 Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: _Y_N End Cap Y_N Inlet/Outlet Pipes&Baffles Y_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 Rear Left Side Right Side Middle Front Middle Rear em Use S to : 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 - 3 //,1„s„.0____ c Septic Inspection Repo Office No. (518) 761-8256 Date Ins ion requ-1 - Queensbury Building &Code Enforcement Arrive: 7 30 am i•u4/ •- •.rt: t t a /p . 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: r' NAME: . c'L._.; IT NO.: ke)� C� LOCATION: _/ SPECT ON: CQ -HP- Ib RECHECK: Comments and/or diagram Soil Tyoam J Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance I b 7 _ft. Other wells: 1 .. ft.-l- Well Casing Length 50' +/ - Y N N/A [150'to well required if NO] Absorption Field: Total length cD ft. Length of each trench Z. Cft. Depth of trenches l ' Z ft. Size of Stone ('‘,0 Aon Sege e-PK 44.4t>i r Size: I n x %AZ E L E►J f6DP.A\ BED Stone Size: Piping Size Type Building to tank 5Tt 13G Tank to VuN j ►' 4o, � i>=�1�T\D ob P N1�- Distribution Box to Field/ Pit /Z'' fi&„FoQt.E ti 1$3 Opening Sealed: f'_N VCA-L-VViA +M� End Cap ✓ ' N �EVN �i A Inlet/Outlet Pipes&Baffles ✓ N Manholes 12"or less below grade Y N [provide extension collar if Yes] Y N Location/ Separations m Foundation to tank tit ft. Foundation to absorption ft. Sof ears o' .Pits f ft. 4 Conforms as per Plot Plan ✓Y ' r FZ-D .ALk b e%b Engineer Report and As-Built Y VN ETU Maintenance Contract Y N provided Location of System on Property: -. E Ep RL ` Ki C Front R_=r Left Side Right Side Middl- t Middle Rear- __ stem Use 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 Fomes\Septic Inspection Repor1iO3 29 10.doc a i NACE ENGINEERING, P.C. 169 Haviland Road, Queensbury, NY 12804 Phone-518-745-4400 Fax -518-792-851 July 12, 2010 Project#49294 Dave Hatin Code Enforcement Officer Town of Queensbury 742 Bay Road Queensbury, NY 12804 Re: Choppa Residence—308 Glen Lake Road—Replacement Septic System Dear Dave: This letter is to inform you that we inspected the completed septic system for the Choppa Residence on 308 Glen Lake Road in the Town of Queensbury on June 16, 2010. The septic system as installed was for a 4 bedroom house and consisted of the existing 1,250 gallon septic tank, a new pump station and force main, a new distribution box and 10 foot wide by 42 ft long absorption bed with 2 - 40 ft long absorption laterals constructed with 20 Eljen In Drain Units. The system conforms to the requirements of the approved design drawing. Please call me if you have any questions. Sincerely, 476.4..-45-11, Thomas R. Center Jr, P.E. Cc: Gene Choppa t a z e - _ /21-;.-.,t-2=--.„ a _ _ - - ®•';:4 <.r'ot- os= ®rs = .ra s- s civ A.%- ar =��'-�%_ ���` sr s.:- s. .r s. s...te��= »=.e»s;-..of e.s....t..s,... ..,re=. ;..oma:.,-. as,_..;r.. es,' e,a��� _ s•'O.+ae:,Ie.°a <.0, e:-e.e.0y.e 047 's# :;>®e ee•�i.`q"ac'..';*t:''e°e`''pei.eo`s°ey:>e10.::4;ii,V .�;;,f1,s:°.af3I.:`ig..°a' .t',%�-.���.',c os®�1"49®9+�°®t@°fS lO is i�i'4P I...�0 A4i Ia°oR 44#0s°e&@@4 Is°et @{P I.00*!0}ria°t�i`S}�f'i�s�Yg�O°Se Io�.QO iiy.lee�O sYe Iao.®O 4igP I'.°t @#P P�"<�§4f 06.o r�e'4PP Isew<dtP I..st tAi Ioe°P4`. _-`... _���bF��t!}t4Ate$O k®$St$PAt�i.!}A@tAitt*' ®#APjt1®!0@ 441t$4At9 P4�#4 givt8gt�$OO,f$t$t{t ♦'',44,4 �$A.f'I{�-`lie ttti#.,,!®tt}$ttq#�64 gti+$st$`e�:.q$i�i{!f a�3.}$Si'AP4-.S 4�q#$ttttti��,€,dPf}:qa�'.-..!}tifiiitt* t3ttttPt•61�}t!P}tjtt 16 >- {'.. 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Appl#: W1045 ,,,411401-.-,f:2-:@i 4 ..- Premises of: GENE CHOPPA as DWELLING '-f ,,,x Address: GLEN LAKE ROAD,LAKE GEROGE NY I t°E';' k County of WARREN Permit#: `t�f,, _ Installed b CORHOUSE CONSTRUCTION LLC Ir. (01,,s=i,; Apparatus: SEWER PUMP CIRCUIT,ALARM SYSTEM ., _,_-,, IC.= E" Inspected by: DANA WINCHELL , e' i° °.. - _ - The conditions following governed issuance of this certificate, and any certificate previously " f's ', property pe q Pwiring d = !,,f p4n,_-_ issued is cancelled. Failure to have thereinspected when additional equipment ment or is b," `"a;;,;, added;or within one year from the date of the certificate shall void the certificate in its entirely and the # company shall not be liable for any damages whatsoever; 1== ��git -�" .:v, ,- This certificate does not guarantee efficiency, wearing qualities,maintenance or repair and the g. ktte;'!;, ; ,. = corn an shall not be liable for an dama es resultin*from an defect or fault in the plans or s ecifica- I' P Y Y g b Y P i-q, r,,„.,`r „' tions,including repair,reconstruction,personal injury or for the death of any person;and t =- tftt.�=ate i s ,P,''V : This certificate only covers visual inspection of wiring and does not cover manufacture or use is; _-_- of wiring. gt`-= 'eC. - ”` tte'i:- Inspectors of this Company shall have the privilege of making inspections at any time,and if IN . .. its rules are violated,the Company shall have the right to revoke the certificate. }+}w` t,e t ,; --'''''-;'\:: ;414i114 „411M 4 4 4 44 4I4444 Hit! mull ,441 44I 4I44 111111 14 41„ 444444441►t44 .4141 11 t: 4 4.1!4 11 414411 14 I n.„114411„ 114411 4„it',�.1``44►1,:.:.14441:,,,,1414., ,114411�.„14461,1,44 4I ,�,4044,...1140,, ..,,./.r 1 ,, +,;: „ ii ,, 4 `0,1#44040, ,:4144.4,'4Ait'r :. iiiik. ;�,I44tt++... ,:4..._ 44444+ f A4 1414,, ,.444 444 x,.4444}tt�J.;¢441441, ,,;,t{ g1.:, 440444lt f40:' ;If4+4+4t slot, ,9+41444141,,,. ,44144$+4{,,, 4#414+4t. 0040, , :�tooti. :,4 44+4 z . (;$> • ,#4444444?44944$$54 '14444144144/t444g444: "!44444$44$4A,��,��4t44tf4'49+4t444A444.i I�t44}•3Y�A4}444444�y"4}q44 OA WO '0�$AQ$i}AA 0!"">4}A$lg4e t6 @ttPtPdAl,y� At@}@4�t id AQttPO+�I,O�lA+4t@$S+ps°fie'=:` 14, „ -=. ..`,At@$4,4,,,e0,4 -4,Js AN4 4,`NN4 44P44444i48 `,M814fANa `0 ilk.s AS `4i S 1 A .s ♦♦ s s ♦ 4 .,e e ii41 e•s e}St e e•e•f 4 e e e e,1.P.°•e4:S:D•°•®4:S:J°°•4,:t:stiieis...+ei0ea.:f 44:,:,:rte::b f i,@D i°�.E@:oo a:°�+.4 eO:I,_.P:a::>•o,�,,..t�J:e:f.e:1:�ge,4,Pie.��.ps�:,P-:a s.;�.-. \''*;:;;”' - •e.s..:°.••t�'FL4'eed-eGS:�i^�''G4'e°e?�;.meati 1J9 e::f.'6$i'se.'SO"G4`ti yrt.'1 J?D Gti�J!B VSs Gt_ti,+*: Gta s� �i.4 lF� GLs+.�lt�,5.��� S_4�JJ�,S. oe " _ --;177-0''.`y `��;' ��' �i �--ri �i �y� V--ri ��� '� �a�v� .vi 7-, -G' .a--O" �4v% Z� '���" ,...,r SOILS DATA TEST PIT 0-38" LOAMY SAND W/ GRAVEL 38-48" LOAMY SAND 48-62" MEDIUM COARSE SAND MOTTLING ® 50" WATER O 62" PERCOLATION RATE — 1" IN 3 MINUTES, 41 SECONDS TEST PIT BY NACE ENGINEERING — 05/19/10 PERCOLATION TEST BY NACE ENGINEERING — 05/19/10 SEPTIC SYSTEM DESIGN DESIGN FLOW — EXISTING 4 BEDROOM CAMP — REPLACE ALL OLD PLUMBING FIXTURES WITH NEW CODE COMPLIANT FIXTURES — 4 BEDROOMS ® 110 GAL./DAY/BDRM = 330 GPD SEPTIC TANK — USE EXISTING 1,250 GAL. TANK ABSORPTION FIELD - - ELJEN IN—DRAIN ABSORPTION BED SYSTEM PROPOSED DUE TO SITE CONSTRAINTS. — AT NYSDOH APPLICATION RATE 5 ELJEN UNITS PER BEDROOM — 40 ELJEN UNITS ARE REQUIRED. USE BED WITH 2 LATERALS EACH 40' LONG = 20 ELJEN UNITS TOTAL. — ABSORPTION BED SHALL BE 10' W X 42' LONG DEED REFERENCE: WILLIAM L POTVIN TO NAWAM L POTVIN & MARILYN L POTVIN MAP REFERENCE. MAP OF A SURVEY OF LANDS OF NELSON W. GRIGGS AND NANCY W. CHOPPA DATED: JULY 7, 1987 REVISED: NOVEMBER 1, 1994 BY. COULTER & MCCORMACK DEED REFERENCES: EUGENE D. CHOPPA NANCY J. CHOPPA TO NANCY J. CHOPPA DATED: NOVEMBER 10, 1986 BOOK 701 PAGE 94 NELSON W. G RIGGS TO NANCY J. CHOPPA DATED: JULY 23, 1987 PAGE 96 ACCESS HATCH ELECTRICAL GRADE JUNCTION BOX PUMP —► 4" pvC •.. ALARM ON N c PUMP ON t° PUMPS q( VAL ; •: '' CONCRETE TO BE 4' ID PRECAST CONCRETE TROWEL FINISHED MANHOLE WITH INTRpEG�A,LL Bopp IN%IRY AT EFFLUENT PUMP 1S MANUFACTURED BYNFORT MILLER WEIGHT �''�•) IF,PUMPNG INTO OR EQUIVALENT SEPTIC TANK) ON THIS SIDE OF ROAD GREATER THAN 100' FROM REPLACMENT SYSTEM. cB soh RIM=403. 6 DISTRIBUTION. GLEN BOOK 701 goo rt — NOTE: LOT D BY LAKE WATER , -� 12.5 LANDS N/F OF ANN SULLIVAN 703/250 NEW PUMP STATION do FORCE MAIN (SEE DETAILS) 3' CEDAR �11 �i N76000'20"E TP ##1 WOODED SEWAGE PUMP STATION NOT TO SCALE 1. PUMP TO BE EFFLUENT PUMP RATED AT A MINIMUM OF 20 GPM AT 15 FEET TOTAL DYNAMIC HEAD. PUMP TO BE 1/3 HP GOULDS MODEL 3885WE03L OR EQUAL 2. IF PUMPING INTO SEPTIC TANK, PUMP TO BE RATED FOR RAW SEWAGE. PUMP TO BE 1/2 HP GOULDS MODEL 3886WS05 OR EQUAL 3. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. AUDIBLE AND VISIBLE ALARM TO BE ACTIVATED BY ALARM FLOAT ,moo a 1-1/2" FORCE MAIN SLOPE TO DRAIN BACK TO PUMP STATION (USE 2-1/Z' PIPE IF PUMPING INTO SEPTIC TANK) LEGEND: O IPF = IRON PIPE FOUND LANE ROAD O C1RF =CAPPED IRON ROD FOUND nE+ O IRS = IRON ROD SET/TO BE SET �0., =UTILITY POLE 10' W X 42' L BED W/ CBO =CATCH BASIN 2 — 40' LONG ( 10 ELJEN UNITS EA. TERALS iGG= TREES/SHRUBS STONE BERM __ !� = STONE WALL Y� v -'`� �., ... �, -� .. x = WIRE FENCE 153 92' 20, 69 0 „E CIRF ff 00 WOODED N N 8 co y NEW EDGE OF -4.31' 5' BIRCH GRAVEL SURFACE r SPP,t1 or O Oi O �:1RN� // \ GRAVEL 1 STORY a %S such as hou9dR 111111101s,, heli M11Ce° ' BIRCH SURFACE z WOOD FRAME t this document 181so represent'` \/ AREA ° GARAGE ik� r„e.asu dit set f, pejjoli es J 001 12 ELM F.F.=401.1 1 /p/D /22,290± sq. ft. ;a !// 2' 5PRUCE / \ 0.51± acres O %iiTURE q e ;i _ \ hp 2' SPRUCE ti� S�TF x h0 oti O'SPRUCE ���� 8'O "SPRUCE / LLI O / O 8 \ SPRUCE Ar p� ✓. 30.70 1 AO\62' ~per y\ x ' 5PRU ONG' ArS s \ 5 18'5PRUC _ % x 10.0' Z�spcE G�� MIN�o�\� G. V� Co t y •-`'� sea• EXISTING 1,250 GAL SEPTIC TANK s2" CIO / Z � 4 �0 Go o dell N S PLONG x, GLEN IRS LAKE NOo LAKE ELEVATION=398.08' LANDS N/F C DEBRA GODM 989/57 NQTE WELL LOCATED GREATER THAN 100' FROM REPLACMENT SYSTEI EXISTING WELL PLAN Scale: I"=20' 289.9-1-85 VERTICAL DATUM: NGVD29 CONTOUR INTERVAL = 1 FOOT EXISTING SEPTIC TANK NOT TO SCALE 'tk A Tu==' SVS s S"�;' BELOW SURFACE TO MARK COVER FILE copy TON OF BUILD NG DEPARTMEt Based on our limited examination, with our comments shall not be c INLET BAFFLE 12• MIN. COVER OVER indicating the plans and sQecfiM ALL STRUCTURESB full compliance with the uddin! New York State. TH NON–SHRINK DISTRIBUTION BOX EQYUFO T MILLER OR Yp.) FROM PUMP STA. O O O DE OT 12" ° ° TS �poo0 PEA E GRAVEL A ON. BOX ON DISTRIBUTION BOX PEA GRAVEL AND USE SPEED NOT TO SCALE LEVELERS ON ALL OUST' ADJUST SPEED LEVELERS WITH WATER. INSTALLATION OF DISPOSAL FIELDS 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. , DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. 3. AFTER EXCAVATION OF 4' WIDE TRENCH TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN SMEARED SECTIONS OF TRENCH. 4. PLACEMENT OF CONCRETE SAND IN–DRAIN UNITS. PERFORATED PIPE, AND GEO TEXTILE SHALL BE AS SHOWN AND IN ACCORDANCE WITH ELJEN IN–DRAIN DESIGN MANUAL AND NYSDOH APPROVAL CONDITIONS. 5. THE PIPE AND IN–DRAIN UNITS SHOULD BE LAID AT THE GRADES AND TO THE RELATIONSHIPS SHOWN ON THIS DRAWING. MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS. SEPARATED JOINTS OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID WITH THE HOLES DOWN IN ALL CASES. 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY FROM THE DISPOSAL FIELD. 7. NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED UNDER DRIVEWAYS. 4" PERFORATED PIPE GEO–TEXTILE COVER _ _ TYPAR 3401 OR EQUAL 17" MAX. =� I ; .III 1= I — SLOPE 1/16--1/32- PER FT. 10" MIN. .. 44 TYPE B IN–DRAIN UNIT CONCRETE �ZD BY ELJEN CORPORATION NYSDOT ITEM #703-07 BIO -MAT ABSORPTION SYSTEM END OF ALL DISTRIBUTOR PIPES MUST BE PLUGGED UNLESS INTERCONNECTED. STANDARD BED PROFILE 2. ALL LATERALS TO BE OF EQUAL LENGTH. N.T.S. OVERFILL TO ALLOW FOR SETTLEMENT 4" MIN. TOPSOIL. SEED AND MULCH i BACKFILL WITH SUITABLE MATERIAL �� � z I 24 192 F- TYPICAL MAXIMUM SEASONAL HI GROUNDWATER ELEVATION OR BEDROCK BIO -MAT ABSORPTION SYSTEM STANDARD BED SECTION N.T.S. 4 • PERFORATED PIPE GEO—TEXTILE COVER TYPAR 3401 OR EQUAL TYPE B IN—DRAIN UNIT BY ELJEN CORPORATION CONCRETE SAND NYSDOT ITEM f703-07 ID�Z • a t _v JUN ale mm �2 U) o 0 6 2 atei MAY , 2010 cater AS NOTED 49294 SHEET 1 OF 1 LO 00 0n 00 N