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2008-260 TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5904 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20080260-34924Date Issued: Thursday, July 17, 2008 This is to certify that work requested to be done as shown by Permit Number P20080260-34924 has been completed. 227.10-1-21 Tax Map Number: 36 BEAN RD Location: Robert Whiteman Owner: Robert Whiteman Applicant: This structure may be occupied as a: Septic alteration residential 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 Director of Building & Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080260 Application Number. A20080260 Tax Map No: 523400-227-010-0001-021-000-0000 Permission is hereby granted to: ROBERT &RITA WHITEMAN TRUST For property located at: 36 BEAN 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 &RITA WHITEMAN TR ROBERT&RITA WHITEMAN TR Septic Alteration Residential 36 BEAN Rd Total value QUEENSBURY, NY 12804-0000 Contractor or Builder's Name/Address Electrical Inspection Agency CRANDALL EXCAVATING NY Plans &Specifications 2008-260 septic alteration residential $25.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,June 05,2009 (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 To o eens 4z! June 05,2008 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement - www.ea. ovn ht, :// o des ubs homeowner uid I 1 tp. t-ink OFFICE USE ONLY TAX MAP NO. PERMIT NO. ERMiT FEE 0 t , b APPROVALS: ZONING TOWN CLERK + ---------------------------------------------------------- ------ ,_------------------- LlYYi'3C ti. _ �,-V%er—7k .._ itVJ 11FLi.rPf:_. -.-_A)AQl_ 6—Xld/l J-/..1/)N.6. _. t2" NO-OF EDR—O ms rye{ TOEIOGRAPHY SOIL NA I URE C ',;il�)I�iDDv� 1r c. 41 1 , t1uP r ihi Ii � HAT- z P a v � fF�.r, _ P_i_ •,.�J� �AT_� .. A�l-�� i�� Tl Imi FP is SuSt.:�i'absorption is` .`#�- ✓ E O'LA I01,4 I E - PA 1 F :.3 �� F F�Iw,;+�i 1�c r r.= uv%}7(,TE i i CG 7 .G iN6L . pR0fl()ED SYS l f-`O f OR -W CONN 1118UG-ION, LF i _ 1 SEEPA E Pill'(' "vAJIT'H INS.. 3 STONE-) ONE-) _ r ,.t)i-:: Al APAa SYfj 1 1-_M ANO 1)1.1,1 G i 1{iGAl-INokK Mi j,i 1-13�.hN,I'I:(,i I I)13Y;A 10vAi J A;lP;Mf,-J)1-1_I-J l ICA1_ c QU-2s flONS ? C-ALL 76143256 C�R ENIAIL codes((Dgueensburr>.net _ www.gueensbury.net Town of QueensbUry • Community Development Office • 742 Bay Road, Queensbury, NY 12804 ';�,A-31 CA_t�— kj*aa� A+L"Cfg 7y5 -a3o�) Septic Inspection Report Office No. (518) 761-8256 Date Ins igjequest received: Queensbury Building &Code Enforcement Arrive: /am/prp epa am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials. ��..!!i�✓ NAME: �1r�v PERMIT NO.: © L LOCATION: INSPECT 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 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 Location Separations Foundation to tank ft. Foundation to absorption z ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear SM Use 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 a. 169 Haviland Road Queensbury, NY 12804 Hutchins Engineering Phone 3 7(18)745-03 l� July 12, 2008 Mr. David Hatin, Director Town of Queensbury Building Department 742 Bay Road Queensbury, NY 12804 Reference: Whiteman Residence, 36 Bean Road Septic System Replacement Dear Mr. Hatin: I have inspected the installation of the referenced replacement wastewater system. The system consists of a 2,000 gallon precast concrete septic tank and 112 LF of Eljen Type B biomats in bed configuration. Enclosed is a record drawing of the referenced system. In my opinion the actual field installation is in general conformance with this record drawing. Please contact me if you require additional information. Regards, G. Thomas Hutchins, P.E. Cc. John Mason, Sunsoval Inc. with drawing Robert Whiteman with drawing G.Thomas Hutchins,P.E. Septic Inspection Report Office No. (518) 761-8256 Date Ins n received: Queensbury Building&Code Enforcement Arrive: m/pi am/pm 742 Bay Rd., Queensbury, NY 12804 Inspe s Initials: I NAME: k PERMIT NO.: LOCATION: INSPECT 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. Absorption Field: Total length ft. Length of each trench ft, Depth of trenches ft. Size of Stone SeepM Pits: Number Size: x Stone Size: Piping Size T Building to tank Tank to Distribution Box Distribution Box to Field Pit ONning Seated: Y N Partial End Ca In Outlet Pipes&Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption ft. 4eparation of Pits ft. Conforms as per Plot Plan Y Engineer Report and As-Built Y 11N ? . '410"p V'4C' Location of System on Property: Front Rear Left Side Right Side Middle Front iddle Rear m t s: pproved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 Septic Inspection Report Office No. (518) 761-8256 Date Ins i n�uest received: Queensbury Building &Code Enforcement Arrive: am/ m Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's I itials:`' NAME: Tp&1-t/l) PERMIT NO.: OV 7-(o D LOCATION: INSPECT ON: /"!? RECHECK: Comments and/or diagram Soil Type:, Sa Loam/ Clay Type of Water: Mu ici al Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone E�L,' s Seepage Pits: Number Size: x Stone Size: Piping Si e Type Building to tank IJ 1 10/1-) 1� fapC- W,N� Tank to Distribution Box u Distribution Box to Field Pit +� Opening Sealed: End Ca Y c( Inlet/Outlet Pipes&Baffles _Y V, N �f�"�•�L ,� �PW.J �A007 Location Separations Foundation to tank Foundation to absorption f� . Separation of Pits Conforms as per Plot Plan Y N Engineer Report and As-Built Y v N v A�Ppe OVA(-- Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear il l ' System m Use S t 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-01-1)\Building&Codes\Inspection Forms\Septic Inspection Report.doc Septic Inspection Report Office No. (518) 761-8256 Date Inspecti nyrequest received: Queensbury Building &Code Enforcement Arrive: am/ part: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspe s Ini ials: St�( _ NAME: 'G? PERMIT NO.: d �-+0 LOCATION: f1' INSPECT ON: v o RECHECK: Comments and/or diagram Soil Type: Sand Loam Clay Type of Water: Municipal Municipall Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + - Y N N/A Absorption Field: Total length ft. Len th 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 Ca _Y N Inlet/Outlet Pipes&Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y Engineer Report and As-Built Y ZN2ji Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: 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-01-1)\Building&Codes\Inspection Forms\Septic Inspection Report.doc PROPOSED ABSORPTION FIELD: (4) ELJEN l t PROPOSED 4" SDR-35 HOUSE PROPOSED 4" f 35 IN-DRAIN SAND FILTER UNIT LATERALS q 28' SEWER; 1/4" PER FT. MIN. SLOPE EFFLUENT SE 1/8" PER -' EACH, INSTALLED IN BED CONFIGURATIOWS / FT. MIN. SLOPE BOTTOM OF BED TO BE INSTALLED AT EL. I ' z 341.5 TO PROVIDE 36" SEPARATION TO I I I _--__--� SEASONAL HIGH GROUNDWATER _20' HOUSES_ETBACK.,_- -- -_;------- ---- 1 m i } FO r_ --TO ABSORPTION FIELD f I c PROPOSED LIMIT OF 1 EXISTING SEPTIC TANK 1� w CONCRETE SAND BED IPF 1ST ! Z 1 TO BE REMOVED 1 \ IRS N87 10 � 43. � \} 34 � \�� 1 � \' 10' PROPERTY O a 1 .{. \ ------ wooD DOCK x }} \ 11 I i / I� � WV. 342.E 351— I �D0�OP-�E0R 0 1 I j Qztm f A— -22.5 344. olw 1 j i 001 1 ! I INV 342.6 — - _ 1 olcn 1 I '`F-I 2.6 _ 2 STORY . 3 a F.G. 344.2 I 2 1 } } ! WOOD FRAME 2 2 L-- I I 1 I. I� } 1 1 l� \ 1 m HOUSE 1 T 32 i I lu U_ 2 BEDROOM 1 ! I I \c 1 1 — 1 I CV) I \ 1 I 2 0 1 2 STORY 1� -- �' WOOD FRAME �• \L 1 `• I 1 1 L-- ......_----- N - Nr W 1 \ f HOUSE ~ — 343. ' A— 4 . ,� 4 BEDROOM \ AREA 1 - - - I - IQ � , �— 4 I l z \ '17 0 s . ft! 1 ? ' } 0'.0 14t " 0.4�0�acres ,, 3 �Iw _ _ � �' � " , } � � 1 I � I �. STONE WALLS — -1- �— _°'— — — -�- — _ i O�J � � 345 USE SETBACK -_...-------- � J' ¢ m " 1 _-_--- - TO SEPTCTAN � 1 w NOTE: MAINTAIN 200' HORIZONTAL I I , q } PROPOSED }2 SDR 26 FORCE MAIN 1 _ _ tY ,L I I Y v SETBACK WITH ABSORPTION FIELD I 'FROM EXISTING DUMP HOUSE ,TO 1 - - 1 �1¢ FROM LAKE DUE TO NATIVE SOILS I ! �'' c� ��1 "E NEW 000 GAL SEPTIC TA1VK 1 i PROPOSED 2000 GAL °° I ti 3` w } i I ( I o�w HAVING LESS 774AN 3 MIN/IN I } I r } I PRECAST CONCRETE 1 o cn PERCOLATION RATE I UPPER LEVEL } } Nl F— ApPROXIA�ATE LNG — i _ - i - j -_--- _ --- -------- _.- SEPTIC TANK _---� I ------ � SEP71G tANK -- - �I ------ ------ ` L_— — ------------- 10 PRbPERiY-- \ ------ I i LtNE SETBACK 1 / 1 -------------.-----------___ -------- 1 - _ CRUSHED STONE DRIVEWAY ` - - - - - - - - - - - - - - - - - - a SHED -- .- - - - - - - - - - - - - - - - - - - - - - - — — — - - - \ , PUMP VE HOUSE 3AG' i 3.51` 1 — — 1 \ ( 'STONF� -j S87°09'06"W 1 EXIS77NG EFH-OENt �`� 1 p _ pump STA710N 7b CONCRETE WALL \ I REMAIN 223.91 ' I 141 + BM NAIL W 20"MAI LE SHED 0.90 ,\ ELEV. =343.3 'LANDS N/F OF JAMES AUGSTELL owl=R'S DOCK JOHN AUGSTELL ADS 636/445 \ ADJOINER'S CABIN ADJOINER'S CABIN ol \\ 1 ` 1 • I SITE PLAN SCALE: 1"=10' r r: � > �af'C` 4 W 5 1 Y ♦1 1 d M -sties C?, ..tJ w yyf s s.T „y c.e Metif .,..`r. _ Y {fir P r t, ,.• 1 `I , j J- . xski 1t I 1 va t 1 ~ �.'`■"'a"",++. ?�, '0 ratk / r �; �a a�,-� f !S t r J•5> t!sue �y, . } r 2 t y �,r �y*`l'.`o \ON 11L � n' (+. 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Y ; + 1"' ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL a T Ir �? x' ` ` ' 4 r ti `�•'$ ,��p�; �°� Rw Gy v ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. }?.. s -�.. rr r y sS F. .a 4 � ti -r i � �' 1�° •< � q.'Ici. r�^.�>kyF'�✓'4}t.. 1 `' � �. y. �, a 1+ r`'k `2 YZ Q1< F yy66 t • a> 4^ h- �S I a , a'.� ,h:i' s? r �� __ h' },` .ff r � �45.��` }{ & > t r _.atr\r _.s..���,rf., i e �` Si S_f h•`ha.4 � r :' 6 � 1� .y •�1 �: 1 r... -'tt \ � S � � t; ,a'' ' ita Q�,.• t _a'' r r �'Sa� j .5. 3. s�S�1�• t, t v i**�.�i Y st: +�•yv j ��\a 4•i,K.-. - t a a ~-Ir ,t r 'ti a .• s; lL a�, �. } r > .. ,s�. ,� },•..a s }� I. 'r,s j "'Tt_ r.a ��� 'ti �t ,, ➢ Siv -a r �, ,.,, T �� +. x ` _.. F r 7 ..: tf • ash' 3 € s �L�\ D r. 5a WIN . t` "- 2 RECORD DRAWING 7/1 i/OS z t} <t• _ • • 1 ADDED PERCOLATION TEST INFO 613108 ° x.. 3 u 3+',. r t > •s : +.: r 3.-v iE h. a{r y's•i 1 4V +, ems. S �.. e a >;w .} e f • ti 0 r t . ;r r >{':*` '`� '-` . .-,k �► ,. 4jj 0 ISSUED FOR PERMIT 5130108 f„f�✓ >. �,_.a} �, at�f'C. a • • �,f ar`' c. ��< ` y"�. .,a , •�►"1\ E � � a •} • � j a� ,Y a1 �, .ti.; t: ` • .. % `, f° x•rr` f' 1� . �,. - 4 " ,.p ,-.;: \. L ' e No. Revisions Date r `\4c ` • • -• •� ,.! s >" ? E rw L '4 r t.,;E ��' > >� i 'fit `-+ .t._.:. �t-"y'' d kt F.,'r ... 4.-taa r<�✓1 #' 1� � ..'• a ry.`„',tt ti'; 1JyrY.rr • ; r •' ` _.• .� t a�r..s�7 , }•I. r� yr gsra.- 1 ,r, b ,�• �.d 4x`n � t 2. `r +.S . •�� 'a,� � a b•a s.-. • !. .'{} `.-`t s aY \r , 4 V��a J;tiaa • '•�t�_ �•`,� � z 3 yi, 1"'z,`. { '.'. .,-`.~ .7 �.-• •:• a fir,` k. a t}js < ':/�..: ,�: O. \ •, x�f 7 a x_, WASTEWATER REPLACEMENT PLAN y n S St e'as. a.x�',ax ,,, r �` 1 �` `•} t f y rr { j,. 4� e h �`.` ` ,� j s�� 4�< ih, t� f _ :., r , . 1 �' v : ./�j-•� r , t t prepared for: s"r Y'3Jr i 4 Robert& Rita Whiteman � fir- '�''�,r -� �s i' :_Max r.�, 1� � ^�, a� S `ty f'ti' d� y.x�y.tr"r$v'�lJ t :�� i j - � t✓ Y J, 1.,�`: .... �,"s?rtj;ssar y�`+ �� Y.. 7•:w."i t s tiaaro:. rr�x Q. .� z S t' iF - ,.f i _• 36 Bean Rd - Kattskili Bay � a.> 4 a� tr� -s a���'�-- +( (j �: h �� s s 2 � •a•F�� 1 �' S 1, �� _ � �; G y.lh`'s ta., • .�a r Za ri t� i 9 ,% .`i ,\,.: y k_e��^ c>\ , �'� t L.. • ��. "y Town of Queensbury, Warren County, New York ale MAP REFERENCE: awn Checked: GTH NOTED Date: 12/31/07 Drawn: LWD Sc NO ..� ..� a � '_. 1.::.i. v,.:�._... ,.,...•.... ..x.,.....-�.,. 1� ! [ ).� 1..x•+..�: At: �1?... .J): ��..�. :) -. ' � ` •J.. .l: .rk. '.:•.. yf, �.-_. PROPERTY LINES TAKEN FROM "MAP OF A TOPOGRAPHIC 169 Hoviland Road LOCATION MAP SITE LOCATION SURVEY MADE FOR ROBERT F. WHITEMAN & RITA P. Queensbury, NY 12804 WHITEMAN," DATED JANUARY 21, 2008, PREPARED BY: (518) 745-0307 Phone 29305-01—S1 NTS VAN DUSEN & STEVES LAND SURVEYORS Hutchins Engineering 518 745-0308 Fax WASTEWATER SYSTEM DESIGN 6 BEDROOMS (4 BEDROOM RESIDENCE & 2 BEDROOM COTTAGE) WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) DESIGN FLOW - 110 GPD/BEDROOM APPROXIMATE POLYETHYLENE EXTENSION TO SYSTEM DESIGN FLOW - 660 GPD FINISH GRADE GRADE WITH TAMPER RESISTANT ACCESS COVER SEPTIC TANK - NEW 2000 GAL PRECAST CONCRETE - DUAL COMPARTMENT SUGGESTED: INSTALL POLYLOK 10'-0" le LEACH FIELD - ELJEN IN-DRAIN TYPE B GEOTEXTILE SAND FILTER UNITS PL-122 FILTER SUCH THAT IT IS O.C. MAX. INSTALLED 1N SHALLOW BED CONFIGURATION 'r 0D1� READILY REMOVABLE THROUGH 12" MIN. COVER DESIGN PERCOLATION RATE IN NATIVE MATERIAL = 1-5 MIN/IN a... TANK ACCESS COVER 96 LF OF ELJEN IN-DRAIN TYPE B TRENCH REQUIRED 4" PVC SDR-35 • 3» ' " DISTRIBUTION BOX 36" FENCE POST " (NYSDOH REQUIREMENTS - SPECIFIC WAIVER CRITERIA) INLET 4 PVC SDR-35 DRIVEN MINIMUM 16 USE 4 LATERALS AT 28' LONG 1N BED CONFIGURATION MIN. SLOPE LIQUID LEVEL OUTLET INTO GROUND 1/4" PER FOOT MIN. SLOPE 112 LFT TOTAL HTOABE PROVIDED 16" ' OF• 1/8" PER FOOT BAFFLE `�`� SILT STOP EMBED 18"MIN. USE SPEED LEVELERS TO POTABLE WATER SUPPLY - EXISTING SUPPLY FROM LAKE GEORGE WATERTIGHT ASSURE ALL OUTLETS ARE AT !N GROUND 8" MIN. SLEEVE AND SEAL THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE O EXACTLY THE SAME ELEVATION o 4" PVC SDR-35 SOLID HEADER `CL .s ;,•; ; ;- ;: ;` 'Z INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER BEDROOM. THE SYSTEM 1S NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE o' 60-75% OF 25-40% OF TO PERFORATED TRENCH PIPING, FIXTURES, SUCH AS JACUZZI-TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT. THE 2000 GAL PRECAST a TANK VOLUME TANK VOLUME 1/8" PER FOOT MIN SLOPE :':;. -'-''."•' '`=. ` ..'.= " CONCRETE DUAL SYSTEM IS NOT DESIGNED TO ACCOMODATE GARBAGE GRINDERS. THE INSTALLATION OF COMPARTMENT SEPTIC TANK GARBAGE GRINDERS, NON-CONSERVING WATER FIXTURES OR EXTREME WATER USE MINIMUM 2X WIDTH SOIL BACKFILL FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. MAXIMUM 4X WIDTH FORCE MAIN INLET DETAIL PERSPECTIVE SITE SOILS DATA TEST PITS SEPTIC TANK WALL SEPTIC TANK NOTES TP-1 - 12112107 BY T. HUTCHINS, P.E. 2" FORCE MAIN COMPARTMENTS SHALL BE CONNECTED BY EITHER A 4"x18" VERTICAL SLOT, A 6" 64" DEPTH FROM LOWER ELBOW, (2) 4" ELBOWS OR (4) 4" DIAMETER HOLES VERTICALLY LOCATED AS SHOWN. 36" FENCE POST 0-9" TOPSOIL HOUSE 9-26" RED-BROWN VERY FINE SAND, LOOSE ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW PORK STATE Z 26-44" LIGHT BROWN VERY FINE SAND, LOOSE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY g FORT MILLER OR EQUIVALENT. - SILT STOP EMBED 44-64" LIGHT BROWN SILTY FINE SAND cw IN GROUND 8" MIN. WATERTIGHT ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. FC oW SLEEVE AND SEAL WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED ROOTS TO 51" (•TYp) AS NECESSARY TO ACHIEVE A STABLE BASE. \\✓,\�j �\ MOTTLING @ 54" �\,�� UNDISTURBED SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION GROUND PERCOLATION TESTS 2"X4" REDUCER DESIGNED FOR H-20 WHEEL LOADING. ALL JOINTS MUST BE SEALED. SECTION PT-1 - 12112107 BY T. HUTCHINS, P.E. 4" TEE INLET STABILIZED PERCOLATION RATE = 1 MINUTES, 15 SECONDS PER INCH BAFFLE SEPTIC TANK & DISTRIBUTION BOX DETAIL SEDIMENT CONTROL FENCE DETAIL PT-2 - 6/3/08 BY L.W. DOBIE - HUTCHINS ENGINEERING NTS NTS STABILIZED PERCOLATION RATE = 1 MINUTES, 30 SECONDS PER INCH PT-3 - 613108 BY L.W. DOBIE - HUTCHINS ENGINEERING STABILIZED PERCOLATION RA 7E = 1 MINUTES, 7 SECONDS PER INCH SYSTEM INSTALLATION NOTES CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEP7C TANK LEACH FIELDS. 4" MIN. TOPSOIL,---,----..TURFALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE ESTABLISH TURF RUNOFF AWAY FROM 1NE DISPOSAL FIELD. 4" SCH 40 PVC PERFORATED PIPE DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER IN-DRAIN UNITS 12-18" HAVE BEEN INSTALLED. GEO-1EX71LE COVER WASHED CONCRETE ABSORPTION TRENCH NOTES SAND CONFORMING TO ""` THIS DESIGN UTILIZES ELJEN CORPORATION TYPE B IN-DRAIN GEOlEXTILE SAND FILTER NYSDOT SPECIFICATION UNITS INSTALLED IN SHALLOW BED CONFtGURATIONlN. REMOVE EXISTING ORGANIC 703-07 7" MATERIAL FROM SURFACE AND GRADE AREA PRIOR TO PLACING FILL. USE TRACKED IN-DRAIN UNIT EQUIPMENT FOR ALL WORK IN ABSOPRTION FIELD AREA. BOTTOM OF TRENCH (BOTTOM (18"OF CONCRETE SAND) TO BE INSTALLED AT ELEVATION 3415 MAXIMUM INTO HOLES 5&7 O'CLOCK 6" MIN TO PROVIDE 36"+ VER AL SEPARATION SEASONAL EXISTING GRADE OF TIC R 110N TO SE ON HIGH . ...: ::.. ::..: GROUNDWATER. 24" MIN 12" MIN ABSORPTION BED SECTION - ELJEN IN-DRAIN TYPE B SAND FILTER UNITS NTS 4" MINIMUM TOPSOIL ON TYPICAL ELJEN IN-DRAIN SAND FILTER ENTIRE FILL AREA; SEED UNITS INSTALLED IN BED CONFIGURATION; AND ESTABLISH TURF (4) LATERALS REQUIRED EACH 28' LONG; TOTAL LENGTH 112' 20' BED WIDTH 5' TYP. LATERAL IN 342.2 SPACING (TYPICAL 4) 2' MIN. 3' TIP TO TOP SLOPE EL. 344.2 SLOPE OF TAPER 7 APPROXIMATE �— --~' EXISTINGr:GRAD �.::.: -- ,... 1= -- ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL (— A VIOLATION OF NYS EDUCATION LAW. I 1—I I 1III ) ENGINEER !S :.i.:-..-•ek: '.a`•..:K•.�:.'�:a• •�&..a:c'wr .:5,..:...:o`: .^:,,.a•+� .Y;�,,,.,tia;.i',� .3.s::r^i'?. :r:'w�:'::. - -1 I-III-III I I I-III-I I I I-1 I-1 I I1 11-11 I-1 I-�.1 III-III1 l 1-1 I I-1 I ICI I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I I l i-1 I I-1 I I-1 I I- i I-1 I I-1 I I I I 1-1 1 1I 11-1 11—III 11 - -I 11-1 I I-I 11-111-i 11 III-I I i111-III-1 i 1—) I I-I I-111-1 I I-I 11-111 11 I�i 11-1 I 2 RECORD DRAWING 7/11/08 —III—III ) 11-I i t I I-I I 111-III-I 11 ) I I—) I I 11—) I i-III-I 11-I 1 I-III—III I I I-1 I MI 11-1 I I- 11=1 I I-11 i 1 ADDED PERCOLATION TEST INFO 613/08 APPROXIMATE SEASONAL — — I Ii I I-I I-IIII i ( I I (—) I I-I I 0 ISSUED FOR PERMIT 5130108 HIGH GROUNDWATER — — No- Revisions Date E IS77NG ORGANIC MUM— TO BE REMOVED PRIOR RITO ESTABLISH GRADES, MECHAAL SYSTEM FILL NICALLY NICALLY STAAL AS BILIZE CONCRETE TO INSTALL S AND) AT TTOM OF ELEVATION 03411..5 SLOPE F TAPER AREA R3; SYSTEM I FILL WASTEWATER REPLACEMENT DETAILS PLACING GRANULAR FILL WITH TRACKED EQUIPMENT, 5-10 MIN. TO PROVIDE 36" MINIMUM SEPARATION MATERIAL ALL AROUND INPLACE STABILIZED PERCOLATION RATE' TO SEASONAL HIGH GROUNDWATER prepared for: ABSORPTION FIELD SECTION - EUEN IN-DRAIN TYPE B SAND FILTER UNITS IN BED CONFIGURATION Robert & Rita Whiteman 36 Bean Rd - Kattskill Bay NTS Town of Queensbury, Warren County, New York Drawn: LWD Checked: GTH Scale: NOTED Date: 12/31/07 169 Haviland Road Queensbury, NY 12804 29305-01-S2 Hutchins Engineering (518) 745-0307 Phone g g 518 745-0308 Fax