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SEP-000677-2016 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 OL Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SEP-000677-2016 Date Issued: Wednesday, July 26, 2017 This is to certify that work requested to be done as shown by Permit Number SEP-000677-2016 has been completed. Tax Map Number: 226.19-1-33 Location: 6 PINE TREE LN Owner: Gregory Bodenhorn Applicant: Gregory Bodenhom This structure may be occupied as a: Residential Septic Alteration 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, 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 12804-5904 (518)761-8201 QL Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: SEP-000677-2016 Tax Map No: 226.19-1-33 Permission is hereby granted to: Gregory Bodenbom For property located at: 6 PINE TREE 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 Owner Name: Gregory Bodenhom Septic Disposal-Residential $0.00 Owner Address: 6 North 4th ST Total Value $0.00 New Hyde Park,NY 11040 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications Residential Septic Alteration $40.00 PERMIT FEE PAID-TIES PERMIT EXPIRES: Thursday,October 5,2017 (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 o£ ueensb j / edt Bs ay 5,2016 SIGNED /vJ for the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PERMIT Office Use Only DATE 9/30/16 Received SSPTax Map ID TAx MAP ID 226.19-1-33 ''3 o) i�ermit No. L1 f Permit Fee D 0 LOCATION OF INSTALLATION 6 PINE TREE LANE - Approvals:pp lnwl+t!., 112�y APPLICANT GREG BODENHORN PHO E/E-MAIL (301)509.5649 ADDRESS 6 NORTH 4TH STREET NEW HYDE PARK,NY 11040 INSTALLER/BUILDER: TBD PHONE/E-MAIL ADDRESS: OWNER SAME AS APPLICANT PHONE/E-MAIL Address CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: HUTCHINS ENGINEERING PHONE (518)745-0307 RESIDENCE INFORMATION Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older 3 (DESIGN TO 4) 110(WATER SAVING) 440 Garbage grinder installed —Y —N 1981-1991 Spa or Hot Tub installed _Y _N 1992-Present PARCEL INFORMATION Topography Flat rolling Steep slope 5 %slope Soil Nature ✓ Sand ✓ Loam _Clay Other Groundwater At what depth?MOTTLING @ 41" Bedrock/Impervious Material At what depth?N/A Domestic Water Supply ✓ Municipal Well(if well,water supply from any septic system absorption is_ft.) Percolation Test Rate: 9:30 per minute per inch (test to be completed by licensed engineering/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank Size 1,250 gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub) System Type Absorption field with#2 stone Total length ft.;Each trench x Seepage Pit with#3 stone How many: ;size Alternative System Bed or other type? 22"WIDE CHAMBERS-4 LATERALS @ 50 LF=200 LF Holding Tank System Total required capacity? Tank size #of tanks _ Notes: 1)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longer allow systems to be covered until such time as an As-Built plan is received &approved. The installed system must match the septic system layout on file–no exceptions. DECLARATION: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance know by or on behalf of an applicant, shall be void. I have read the regulations and agree to abid by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Print Name: HO S IWTCANS,P.E. Date: 9/30/16 Signature: 4M74 1 Date: Town of Queensbury Buil in &Codes Septic Disposal Permit July 2014 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No........................................Cert. N2 40632Cut-in Card No..................................... e",........ jA) Owner................0. .. .................................................. Location...6.....6'.W ...G'. . ................................................... . ......... ....... Installation Consisting of./. !6 zc......fam...P.4................................................ .....................................60.z 49-0 ....I....I.. .............................................. .................................................................................................................................................................................... Installed By..F-ARxSk.T..("'i4--a-icae ...........................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 ma ' gin nVections at any time, and if its rules are violated,the Company shall have the right to Weo ke tbFc*"iffcateA Date...Z/**:Z.g . ................ INSPECTOR... ............................. 1-1 Member N.F.P.A.,I.A.E.I. \��11111Nu�Nu 1�11NN IINI�u�u��11�N NNI�11�111\N��1111N INI��Iu��N �N�NN1\N� 1�1111\1 �N � � NI INI� \\1��111� I 1 �1�N 1�11� 1 N111� � 111�II�QI\Q1��N�NIN01N�1 I Town of Queensbury-Building and Codes-Fire Marshal 742 Bay Road-(518)761-8256 Building(518)761-8206 Fire Marshal Case Number: SEP-000677-2016 Case Module: Permit Inspection Date: 07/26/2017 Inspection Status: Passed Inspector: John O'Brien Inspection Type: Septic Jab Address: 6 PINE TREE LN Parcel Number: 226.19-1-33 Lake George, NY 12845 Contact Type Company Name Name Applicant Bodenhorn, Gregory Engineer [Hutchins Engineering] Primary Owner Bodenhorn, Gregory Granted Permission Bodenhorn, Gregory Checklist Item Passed Comments Building Inspection notes YES 11/29/16 Septic System Partial Approval Remaining Items: -Submit certified as-built and engineer's report. NOTE: -Witnessed operation of pump and alarm -Verified Final Electric 7/26/17 Septic System Approved -Received certified septic system as-built and report. Soil Type: Sand YES Soil Type: Loam YES Type of Water: Municipal/Well Water YES Municipal-Lake George Waterline separation distance YES Absorbtion Fields:Total Length YES 200' Length of Each Trench YES 4@50 Depth of Trenches YES Raised-18"-24"below raised grade Building to Tank YES 4"sch40 Tank to Distribution Box YES 4" sch40 to Pump station 1 1/2"force main to d-box Distribution box to Field/Pit YES 4"PVC to ADS ARC 24 graveless chambers Opening Sealed: YES End Cap YES InletOutlet Pipes&Baffles YES Effluent Filter installed Manholes 12 or less below grade YES [Provide extension collar if Yes] YES Locations/Separations YES Foundation to Tank YES Foundation to Absorption YES Conforms as per Plot Plan YES Engineer Report and As-Built YES 7/26/17 Septic System Approved -Received certified septic system as-built and report. Location of system on property YES Jul 26,2017 Page(1) \��11111Nu�Nu 1�11NN IINI�u�u��11�N NNI�11�111\N��1111N INI��Iu��N �N�NN1\N� 1�1111\1 �N � � NI INI� \\1��111� I 1 �1�N 1�11� 1 N111� � 111�II�QI\Q1��N�NIN01N�1 I Checklist Item Passed Comments System Use Status NO 11/29/16 Septic System Partial Approval Remaining Items: -Submit certified as-built and engineer's report. 7/26/17 Septic System Approved -Received certified septic system as-built and report. r O'Brien,John(Inspector) Jul 26,2017 Page(2) \��11111NN�NN 1�110N IINI�N�N��11�N NNI�11�111\N��1111N IINI��INI��N �N�NN1\N� 1�IIIINNN� �IN 1N N ��N Town of Queensbury-Building and Codes-Fire Marshal 742 Bay Road-(518)761-8256 Building(518)761-8206 Fire Marshal Case Number: SEP-000677-2016 Case Module: Permit Inspection Date: 11/29/2016 Inspection Status: Partial Pass Inspector: John O'Brien Inspection Type: Septic Job Address: 6 PINE TREE LN Parcel Number: 226.19-1-33 Lake George, NY 12845 Contact Type Company Name Name Applicant Bodenhorn, Gregory Granted Permission Bodenhorn, Gregory Engineer [Hutchins Engineering] Hutchins,Tom Primary Owner Bodenhorn, Gregory Checklist Item Passed Comments Foundation to Absorption YES Length of Each Trench NO 4@50 Building to Tank YES 4"sch40 Soil Type: Loam YES Building Inspection notes YES 11/29/16 Septic System Partial Approval Remaining Items: -Submit certified as-built and engineer's report. NOTE: -Witnessed operation of pump and alarm -Verified Final Electric Soil Type: Sand YES [Provide extension collar if Yes] YES Tank to Distribution Box YES 4" sch40 to Pump station 1 1/2"force main to d-box Location of system on property YES Conforms as per Plot Plan YES Depth of Trenches YES Raised-18"-24"below raised grade Engineer Report and As-Built NO Opening Sealed: YES Distribution box to Field/Pit YES 4"PVC to ADS ARC 24 graveless chambers Type of Water: Municipal/Well Water YES Municipal-Lake George End Cap YES System Use Status NO 11/29/16 Septic System Partial Approval Remaining Items: -Submit certified as-built and engineer's report. Locations/Separations YES InletOutlet Pipes&Baffles YES Effluent Filter installed Foundation to Tank YES Absorbtion Fields:Total Length YES 200' Manholes 12 or less below grade YES Waterline separation distance YES 9 z O'Brien,John(Inspector) Nov 29,2016 Page(1) 1 - ..,,�...,ua `NP. .,...u... w aw,u.u. ,,a..>aw, w,•.uuu u,. ,u. . i,e,ue. .,. _—... .... . ��,,,.,.w�.,,...,n...................�i, .._...u.�.,.-. �.. ...w.,.,..e. m „�,':;., ._ ..�... '.i,..�„� ..,, ,�.�.�..,,. .,i ., �.i..�„�. , .,, � ��i w. .. .. .,...,,. ,. .u.....,. �„�� , ,.�„�.� .. . , ��i,,., . ...,..�,.0 ,.wu o.. ••Y V. _ 1 - - - - .r � F y, ,t •�. UNDERGROUND A T T Y T DESIGN «: PROPN A E` i TANK `t 4-BEDROOM .RESIDENCE B D I DESIGN FLOW 110 sE R DOM N.i,,” GPD J I 3 / SYSTEM DESIGN FLOW - .440. GPD SEPTIC TANK NEW 1,250 GALLON PRECAST CONCRETE TION - EW 500 GALLON PRECAST CONCRETE PUMP STA Nt LEACH FIELD 22 WIDE OPEN-BOTTOM CHAMBERS 3:. .r `,.. _ ,y'-:';'. ';'/.,••., A.<x,.tl.M{_i t'. kl'tt .V,- DESIGN PERCOLATION RATE 8 10 MIN/1 N DS i L ANDS N- /F OF APPLICATION RATE 0.9 GPD SF EW LF ABSORPTION TRENCH AREA REQUIRED ED 440 5F _ 9 1 2 WIDE ABSORPTION TRENCH REQUIRED 245 L.F. � ASPHALT I I H LENGTH PER NYSDOH APPENDIX DRIVE 259a REDUCTION IN TRENCH LANDS N/F OF 75-A FOR 22 WIDE OPEN BOTTOM CHAMBERS ,777 F REDUCED TRENCH LENGTH REQUIRED = 184 LF ALLEN - „ l INSTALL 4 TRENCHES AT 50' LONG = 200 LF POTABLE WATER SUPPLY IS MUNICIPAL SUPPLY i MAINTAIN 10 .MINIMUM. SEPARATION BETWEEN WATER LINE AND WASTEWATER .SYSTEM COMPONENTS SITE LOCATION LOCATI ON MAP SITE' S ILS DATA r ' TEST PIT INSTALLATION NOTES BY TOM.HUTCHINS, P.E. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND .IN ACCORDANCE ;WITH: THE N.Y.S. 2:1 9121116 DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD ::SYSTEMS AND ASTM F481 INSTALLATION OF I , 0-5” - TOPSOIL THERMOPLASTIC PIPE AND. CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. LANDS N/F OF 5-20” - LIGHT BROWN FINE SAND,' FEW COBBLES . AFTER EXCAVATION OF TRENCHES TO ,THE DEPTH REQUIRED, THE WALLS. AND FLOOR OF EACH N' ALLEN I. 20-29” = DARK BROWN FINE SANDY LOAM; FEW COBBLES TRENCH SHALL BE CLEANED AND. RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. 29-46" - MEDIUM BROWN SILTY FINE SAND WITH COBBLES 3 w PHALT LANDS I�f/F OF 46-60" - OLIVE SILT SAND PLACEMENT OF AGGREGATE SHALL BE AS _SHOWN, AND CARE SHALL 8E EXERCISED TO AVOID A5 , EXIST. I DRIVEt� INCLUSION OF FINE GRAINED SOILS AND WASTE_ MATERIAL IN THE ABSORPTION TRENCHES. H NEIGHBORING EMENWAY \ e� WELL I ROOTS TO 39" INSTALLATION OF POLYETHYLENE CHAMBERS SHALL .BE IN STRICT ACCORDANCE W1TH THE DRAINAGE CHANNEL , MOTTLING ® 41" MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ROUTEt ' PERCOLATION.TEST DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER CHAMBERS HAVE BEEN 20' MIN. APPROX.LOCATION OFINSTALLED. EXISTINGSHED� ® 500'f TO PT-i -'9/21/16 BY TOM HUTCHINS, P.E. -� LAKE GEORGE STABILIZED PERCOLATION RATE: `9 MINUTES 30 SECONDS THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ( TO ACCOMMODATE EXTREME WATER USE OR .EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI p®� �-- a / A EXISTING LOCATION OF SYSTEM FILL . AT IAL NOT 1 TYPE SPAS OR GARBAGE GRINDERS. EXISTING 5HED� i ES LANDS N/F OF \ - S ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE LANDS NIF OF / / B R1Y AFTER REMOVING ORGANICS, PLACE SYSTEM FILL AS NEEDED TO ESTABLISH _ ® �., ' REQUIRED GRADES OVER THE ENTIRE AREA OF PROPOSED ABSORPTION FIELD WASTEWATER SYSTEM. BODENHORN j ,�o'p / AND TAPER AREA. T ATSPECIFICATIONS IAL l PROP.1,250 GAL. j)yq / SEPTIC TANK �FCy°gN / SYSTEM FILL TO BE LOAMY SAND FILL WITH IN-PLACE STABILIZED ABSORPTION FIELD AGGREGATE PERCOLATION RATE OF 3-5 MINUTES PER INCH. FILL TO BE STABILIZED IN 6" STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. i� LIFTS TO REQUIRED. GRADES PRIOR 'TO CONSTRUCTING ABSORPTION TRENCHES. 22"WIDE OPEN-BOTTOM CHAMBER / / I O Sl� L�NG d 1 FILL MATERIAL, INCLUDING A 4" TOPSOIL LAYER SHALL EXTEND 3' OPEN-BOTTOM CHAMBERS TO BE ADS ARC 24 OR EQUIVALENT. l PROP.22"W OPEN-BOTTOM HORIZONTALLY FROM THE EDGE OF THE TRENCHES. TAPER THE FILL AREA TO EFFLUENT SEWER PIPE CHAMBERS,4 HAMPERS,2®LFRALS@TOTAL 'o ` 40,DWA LANDS N/F OF IRF MEET WITH THE EXISTING GRADE AT A MAXIMUM 1:3 SLOPE. PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. PROP.GIST BOX MUNHALL z 1 FORCEMAIN INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF ABSORPTION FIELD PIPING TO BE 1-1/2" HDPE SDR-9 PROP.FORCEMAiN I PROP'HOUSE �•• FILL MATERIAL PRIOR TO TRANSPORTING TO SITE. PERCOLATION TEST MUST HOUSE SEWER PIPE ` �. f ,t��z l PROP.500 GAL. l �i SEWER I BE PERFORMED PRIOR TO INSTALLATION OF ABSORPTION TRENCHES TO VERIFY " / / ,',w L'�'� PIPING TO BE 4' SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH-1/4 PER FOOT MINIMUM SLOPE. PUPPP STATION r THAT FILL MATERIAL MEETS THE DESIGN CRITERIA. SYSTEM FILL MATERIAL. LD�D(� - L DESCRIBED 1N SYSTEM FILL MATERIAL NOTES. MATERIAL Loc ��' / FIELD i FILL MATE " ERIA " ABSORPTION.FI NOTES ; TOPSOIL LANDS N/F OF -AP ;Q �i l I LANDS N/F OF THIS DESIGN UTILIZES 22" WIDE OPEN-BOTTOM CHAMBERS INSTALLED PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF. BODENHOPN l pRo`Y131A E l 0 IN SHALLOW CONFIGURATION. CUT ALL TREES, STUMPS AND "OTHER SUPPLY VEGETATION AT GRADE AND REMOVE. REMOVE STUMPS AND EXISTING ORGANIC MATERIAL FROM SURFACE PRIOR TO PLACING FILL. USE WASTEWATER SYSTEM SETBACK SCHEDULE '® ,.. TRACKED EQUIPMENT FOR ALL WORK IN ABSORPTION FIELD AREA. e o / NEIGHBORING CONCRETE PROPERTY LINE BUILDING HEADWALL _ CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO WELL IPF s / - I DIVERT SURFACE RUNOFF AROUND ABSORPTION FIELD. SEPTIC TANK I 10' 50' 10' STONE Wq `, PLANTERS ' ABSORPTION FIELD I 10' 100', 20' LL WV MM ❑ ANDS N/F OF ! O , A5PHALT - SMI TH DRIVE IPF 1WV.1 10 5`° VE ! SEP 3 0 2015 IPF "yg JY SEPTIC PLOT:PLAN4 I HAVE SEEN OR OBSERVED ALL OBJECTS SUCH AS SHOWN ON ,THIS HOUSES, ENT,IHAVE PERSONALLY ETC ' VCE SET FORTH ON THIS DIAGRAM. Q0*S F► T / CONTRACTOR TO I € t}`'�� _. � � MEASURED " � FIELD.VERIFY - - , � : M, - LANDS N/F OF / REQUIRED 100 m.e, ,v �� I 51 'NATURL---- DATE N SEPARATION DISTANCE CONCRETE ;; `�µ SUPPLY c �. CD TO ABSORPTION FIELD GV HEADWALL : .W TOWN OF OUEENSBURY 0 0 9 O �Uill�fNO � r��a ®0 78'1 LANDS N/F OF LANDS N/F OF l Aq J. BODENi�I RN O J. BODENHORN / 1 2° CMP CULVERT Reviewed y, `� tL l EXIST. � ! l -= �`�.." � Q w NEIGHBORING ®ate: ._ --- - -- - -j�-� •- (n 0) U WELLSLANDS N/F OF I LANDS N/F OF HOPPER HOPPER TAX MAP # 226.19-1-33 � / I FILE COPY ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL M 4) _ ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. M sd ACIRF O l WASTEWATERS Y T S I P SCALE: 1";, 20'� - 22/34 ® � SCALE. 1 -40 - 11/17 N C1400 (_0 a= 0 ISSUED FOR PERMIT 9/30/16 No. Revisions Date MAP REFERENCE ' BASE MAP INFORMATION FROM "MAP OF -A WASTEWATER SYSTEM L AN SURVEY FOR TOWN OF QUEENSBURY," SITUATED IN THE TOWN OF QUEENSBURY, prepared for: WARREN 'COUNTY, NEW YORK. DATED JULY GreBodenh®J'p 30, 2009. LAST REVISED AUGUST 21, 2009. Dig pSafely, PREPARED BY.• 6 Pine Tree Lane To Queensbury, Warren County, NY NeWFWOrk Town of Queensb _. . ®Dalt Before You Dig DUS e 111 Wait the Required Time & Drawn: JRS ( Checked: GTH Scale: NOTED I Date: 9/23/2016 III Confirm utility Response Steves ®Respect The Marks M Dig With Care NY 12804 169 Haviland Road ` - I.,�, a13 �°�r�yc�� Queensbury, 291071-01 ® 1 weww.tllgsafelynewyork.com 518 745-0307 Phone 189 Haviland Road I)ueenebux3�, New York 12804 (518) 792-8474 New York lac No. 50135 Hutchins t1111e�rfri 08 Fox ..,. ,,..,,, .,..,..,.- ......... .W,.,y..wuw.,ww , ... . ................-...,W.,.u,...w �....�..WW�,.w..Ww., . .,... ,.,wy ....,,,.W ._.,.. , .,.... ,..,, ..,. .,, ,. ....w,. . .,........,.,.... ,. ..y....,....,.,...,.,W..,,,. .,, w, I . - . 1 . , . I . - - - ! . - �s EXTERIOR WEATHERPROOF JUNCTION BOX (IF'NECESSARY). .. - � � I � I . . . I /- SUGGESTED: POLYETHYLENE SEAL CONDUIT GAS TIGHT, INSTALL CONTROL PANEL IN - EXTENSION TO GRADE WITH HOUSE. ALL ELECTRICAL WORK TO BE INSPECTED BY A TAMPER RESISTANT ACCESS CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO . CO ( FFIC ARE START-UP OF PUMP STATION.VER N®N�TR4 AS) P STATI N ... . . . _ - - _ __ . 12" Mr N. COVER " f 12" MIN. COVER I TRANSITION TO 4" DISTRIBUTION BOX ' 1%4" PER FOOT j OUTSIDE OF D-BOX . IN. SLOPE .a "• 1/8 R"FOO i . - 3 MI SL - - r- N. OPE ` .. . 4„ HQUSE_•SEWER I (- 7�., 1 � _ BAFFLE ! � _._ LIQUID LEVEL 4"'EFFLUENT SEWER ° .. . r 1-1/2" USE SPEED LEVELERS TO 2"MIN. WATERTIGHT SLEEVE P °. FORCEMAIN ASSURE ALL OUTLETS ARE AT i & SEAL (TYP.) 18 18" EXACTLY THE SAME ELEVATION 2"MIN. DROP MIN• BALL VALVE . 4". PVC SDR-35_SOLID HEADER - . . TO ABSORPTION LATERALS, BETWEEN INVERTS ALARM_�3 ABOVE, 118" PER FOOT MIN SLOPE PUMP ON . I LIQUID DEPTH V { . . 30" MIN. PUMP ON\\ 0 . „ 60" MAX. 1-1/2 SCH-40 PVC OR GALVANIZED . 1 PIPING INSIDE WET WELL THROUGH WALL -"PUMP.STATION'NOTES E .. PUMP,UFF\\ SEPTIC TANK NOTES UNION - LOCATE SUCH THAT UNION SEAL ALL TANK OPENINGS .WATERTIGHT. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS,OF.'THE MINIMUM 2X WIDTH 16" MIN• CAN BE DISCONNECTED AND PUMP . NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE " MAXIMUM 4X WIDTH VOI .LUME OF DOSE TUIf REMOVED"WITHOUT TANK ENTRY PROVIDE. • AND INSTALL UL LISTED PACKAGED PUMP . OF PRECAST _.CONCRETE AS MANUFACTURED BY UTOPIA BE 80f GALLONS .. _ " " CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. . 'ENTERPRISES OR EQUIVALENT ° REDUCING TEE POINTED DOWNWARD .WITH INSTALL SIMPLEX DEMAND DOSE CONTROL PANEL INSIDE - PL®AT.SWITCHES 500 GALLON PRECAS 1" BALL VALVE THROTTLED TO ALLOW HOUSE IN .ACCESSIBLE LOCATION. ;: ° °' d INSTALL INSIDE PUMP PIT CONCRETE PUMP STA TIO TRICKLE DRAIN BACK INTO WETWELL ALL STRUCTURES SHALL BE PLACED ®N FIRM, COMPACT ° °" a- IN LOCATION ACCESSIBLE �- SAND OR GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS 1,250 GALLON PRECAST CONCRETE SEPTIC TANK WITHOUT PIT ENTRY BALL CHECK INSTALL POWER "& CONTROL WIRING TO CONTROLLER WITH ' INSTALL FLOAT SWITCHES TO ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED "AS VALVE ALARM IN HOUSE.IN ACCORDANCE WITH MANUFACTURER'S - NECESSARY TO ACHIEVE A STABLE BASE. !, OPERATE PUMP AND MAINTAIN INSTRUCTIONS AND NA77ONAL ELECTRIC CODE N.E C, LEVELS AS INDICATED GOULDS WE03L PUMP REQUIREMENTS. ( ) { SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF - . . EXTRA HEAVY :CONSTRUCTION DESIGNED FOR H-20 ;WHEEL PUMP CONTROL AND FLOAT'LEVELS TO BE INSTALLED TO - LOADING. - PROVIDE A ,80 GALLON DOSE. ; ALL JOINTS MUST BE SEALED WITH iBUTYL SEALANT, EFFLUENT PUMP TO BE GOULDS PUMPS WE03L " - - SEPTIC TI T I SUBMERSIBLE EFFLUENT PUMP .33 HP, 230 VOLT, 1 PH. / JOINTS 'BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE - i BACKFILLING. `4 NTS SINGLE PHASE, AUTOMATIC I VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO . t PURCHASING PUMP. . ALL ELECTRICAL ,WORK TO BE INSPECTED BY A CERTIFIED . - . I ELECTRICAL INSPECTION AGENCY PRIOR TO START'--UP OF - l PUMP STATION. - - •� I - . - . . . 1. . I. . - . - ;I I. i . I . # i 4" MIN. TOPSOIL OVER ENTIRE ABSORPTION FIELD; I SEED & ESTABLISH TURF i OVERFILL '(0 ALLOW 4" MIN. TOPSOIL .OVER FOR SETTLEMENT BACKFILL FREE OF ENTIRE ABSORPTION FIELD; SEED & ESTABLISH TURF BACKFILL FREE OF \i\yYy., , STONES OVER 3" IJ —/////\/�\/\\/��i\\\i\\\jam\\\/\\� \"\', \ \ \ \ \ \ STONES OVER 3 ',. :,.: /i, �//,\i//�//\�!i��\�;�\��/r/\\�'\��\\�\\�\y\y\ /\//\//�//\,,/�/\/�/\\/\\�///�\\//\// /\/\ /i./�\//\//\\//\ \//\//\//\�/\/\ �/ v :... ..:.::. .... ////////.... . ... � , \l\\./\/\/\/ \ \ . \ \ \ \ \ \ \ \ � \\.\ \ / /j/j//i 12 MAX. \ \ f . ... a a`: r . . .. ... .24 TRENCH WIDTH.. .. :.. . : . :.:'-:: ' :: .' . :`::. ::., 6„ MIN. - - COVER . - ::`...: _. • �-1 j - _ : _._ i. , ........,. - .. -: I - _ - _ a �2 CHAMBER >.'. "-: __ _= =__= == =_= _= =__= == =__- =_ =__= __ HEIGHT 92 CHAMBER „ I == == =- -- -- - -- HEIGHT j == _- == = == =- == _ = == t __ _- _= e- -= == == =__= -� == =__ - r� �'. ,: �.. __ __ -- -- -- _- -- - - - _ LEVEL _ _ _ __ L . ?•" - - - E - ,_. %':,—....�,-..`%`�! :,v' :,....,r"" - ED ::.J ) •,C._ (-, 'i,�; p.., y,r _ I-... i % - ;•�;- .i - - 3 COURSE OF WASH ". G;,. ,` J - .• •-= ✓ ._.: �. %J:_,. r .\_ , ;:�:"( is - './ w,.l"r - _. .�_./ '/, ,l_.. - \ ,.__..\ CRUSHED STONE . ....,... ,. ,. s STONE - 22 CHAMBER - DEPTH WIDTH 22" WIDE OPEN-BOTTOM 3" COURSE OF WASHED . ( CHAMBER 112 CRUSHED STONE . ABSORPTION T N SECTION . . . : - . NTS N CHAM ILI . NTS . I . . . , PROPOSED 24" WIDE ABSORPTION TRENCH- ' . WITH 22" WIDE .OPEN-=BOTTOM CHAMBERS, - .- , " . (4) REQUIRED AT-50' LONG EACH, 200 _LF TOTAL 4" MIN. TOPSOIL (SEE ABSORPTION TRENCH SECTION AND PROFILE NATIVE SOILS- •�- 6' TYP. TRENCH SPACING g . . FOR -DETAILS) SYSTEM FILL MATERIAL Of,N . 1. / ,/ ,//�/i�/ii//i//i/i�/i�/i,//1)//�/id/i /i�/i�/i,\/is\//,�/i�\/• /\�L./%/151////,//-�i�0\,�j/\�j�\\j/\\j�\\j,\�j\\j\\j\\j\\j\\j\\j\\j\\j\\i\\%\\/\j\\/\\j�\/\\/\\ \\/\\/�\/�\/�\/\\j�\//�� j\\j\\j /\\j\\j\\j\\j�\j\\j\/\/\/\/\/\// �6�, NATIVE GRADE / / / :, ...' ,... :"' -•....:. . \ Q` t� ;: / / % / \ : : ' 1. \ \ ' .. ... .. ,�^� , .• .... /. . .. .,. .. . . '. . �.. :.: \ :. :.......• ::. ,... .:: ..,.... 1 . ... . .....• ... / / . I . \\\ _.. - I LU .-. _...._.. . ...___. .__ .. , , , . I �.. I I ! , Iz. . f _.. _ _. _.. L: . , ; I _ I I L_. i , : L.. I ! i I . t : - I 'i ii , - E I , I ... ...... _.. : , q 1 ! C i - I I , Ir . . I : fi , . . _. . __._. I. E , i ' . .. ! i i i t .. ._ .__ ..__.... ...-.-_.... . ......... 1 .. . .. - ..... ..... . - - - -- --- -- -._... _ - l - - - --- - -... -- I __ . , --- -- ---- _ _. I _ . . _ _-... __. - . , -- - - - - - - - - -- - - . , . _ . ......_.. . .._..__... . _.......... _... __. . . :_, i ...... ....: . ..... . : . I I ,_ : . : I , : 3 SEPARATION TO MOTTLING . . I ; j f .._ ..... .W .. I .. .. . R , ........... _. _ . , , e I _..... : 1 . ; i ;._.......; PRESUMED SEASONAL HIGH GROUNDWATER TABLE t i : ..._..., : I y i11 , : i ( . _.. .. I : ( )._...: ..... ...... . .... , I i . ._... ...... _. ..._. !:.__ _ - '_ ... , ...._ .... ..._ ..... ... __...... .... 1..... ; : . . 1 _....,.. -_.-. I ._-.__I _-_ -_ ____. —__ __.__ _.__. -__ ___ __.. _. __.I ____ ___ ._. __. _ _. _ _ _ _ _ _ _. ___. _ _ _ . ._._.. .__.__. _. .. —- ' _— -._ .___ --.. i — — i i—_ _ .. is ; I�—: ! . .. I _ ...-...._.... ........_..... ....._.... _-_....i _........: . .............. . ....__...... . :_._......... __..., : __._._ -.. _ PROFESSIONAL _.._.. ...... W :.: : :.... _�.: : .._ ALTERATION_ RAT ON OF THIS DOCUMENT EXCEPT BY A LICENSED PROF : I : I II : . i - s•I . is-' •: : :. I , ... _. -- - _._._._. . .--. __—. . -- --! _ . . I _ -- - - --- -- - -- --- -- -- -- _ - -- I I . I . I - i i - -- .. _........... . _........_... -! : : i F NYS EDUCATION LAW. I .-__ , ....-._ ......... .....__..... .._......_.. ---._.. ........._ .._._._._. ....__.... . .._....__. .. . _ ENGINEER A VIO 0 TI N :.'...: ,...._ - I : . . . .. . . . . ,.__....... _-. _.._.... I ' NGIN RIS LAT ON E t , ...... ... ......... ..... . . _.. -..... ...... . ......... .. ... _. ..._ .. ...... ._._..... t ......... .. . I . . ! � . , ; �: �: . , i 1 i f _._.._.. : :_...........: ,._......_...! , PRESUMED SEASONAL HIGH � : � -- . : � — r--- . ! I :��' '� I i -_.. .. _.... ......... __..... : . .... _.....i . . : . , : . Vii : I . . . . I : I GROUNDW R TABLE Cs� 41 _... I ... ............ .. ... ...... ...... _ ... ......... i ; �.._. .... ATE . iI . i - . . :. ! :-_ __-: ._ __: ..- - :--_.: :_.- .- _.. . : [..............: . ..... R t - — I . : : . .. ; . . I . . ! si J:f� , ..... , .. .. _.. ..... .... : .... t . 1 i - - - - — I ' - - - - - . E .. , . . , . : r ; ; . � I : II . s I . I . 1 i 1 -- _ _: I I „ ; - - �. . - - - . _ _ - - I . . r. r I - -- -' I - - - -- -- --- - - - - - i I — I I' I I i i t �Ii i � _ .... . SHA . � LL W T FIELD I NTS I SYSTEM FILL MATERIAL N TES . I` AFTER REMOVING ORGANICS PLACE SYSTEM FILL AS NEEDED TO ESTABLISH 0 ISSUED, FOR PERMIT 9130116 . ( REQUIRED GRADES OVER THE ENTIRE AREA OF PROPOSED ABSORPTION FIELD nJ®, Revisions Date . AND TAPER AREA. 1 . SYSTEM FILL TO BE LOAMY SAND FILL WITH IN-PLACE STABILIZED WASTEWATER DETA I L - _ABSORPTION FIEL NOTES PERCOLATION RATE OF 3-5 MINUTES PER INCH. FILL TO BE STABILIZED IN 6" prepared for: - � - "THIS DESIGN UTILIZES 22" "WIDE OPEN-BOTTOM CHAMBERS INSTALLED LIFTS TO REQUIRED GRADES.PRIOR TO CONSTRUCTING ABSORPTION TRENCHES. GCe� �t7denhom IN SHALLOW CONFIGURATION. CUT ALL TREES, STUMPS AND OTHER FILL MATERIAL, INCLUDING . A 4" TOPSOIL LAYER SHALL EXTEND 3' Safely, VEGETATION AT GRADE AND REMOVE. REMOVE STUMPS AND EXISTING HORIZONTALLY FROM TH€ EDGE OF THE TRENCHES. TAPER THE FILL AREA TO 'Pine T11 �ree Lang . . ® ORGANIC MATERIAL FROM SURFACE PRIOR TO PLACING FILL. USE MEET WITH THE EXIS77NO GRADE AT A MAXIMUM 1:3 SLOPE. Town Of ClUBenSblll�/, Warren bounty, NY I Call Before You Dig . .- . . . .-I TRACKED EQUIPMENT FOR ALL WORK IN ABSORPTION FIELD AREA. - ®Wait the Required Time Drawn: JRS I Checked: GTH I Scale: NOTED I Date: 8/24/2016 M Confirm Utility Response INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE .OF ABSORPTION FIELD .. . 01 Respect The Marks CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO FILL MATERIAL PRIOR TO TRANSPORTING TO SITE. " PERCOLATION TEST MUST 169 HaViland Road ®Dig With Care n DIVERT SURFACE RUNOFF AROUND ABSORPTION FIELD. BE PERFORMED PRIOR TO INSTALLATION OF ABSORPTION TRENCHES TO VERIFY .1Lh,.. Queensbury, NY 92804 291071 -01 -S2 www.digsafelynewyork.com THAT FILL MATERIAL MEETS THE DESIGN CRITERIA. Hutchins Engineering (518) 745-0307 Phone (5 9 8) 745-0368 Fax ....u,...w ....�. w-n..«...-.,.,_,.., ....,�u.,...,,...w...w......,w...a .u.w..w. .w u,... ..,.....�w.uW....w.wu....w..w,..,u.,,ww.,..wnu......,wwwuu w�e.+.,.uan._ ,..w...W.uWuv.u...0 .,,e� ......... „w...,�....,..o...:.re.u..,. o.ea,,,,r..,u.,.0..,w.a, .0 .,..e,o..e.,u„ u.ua.aifl„mui .,uWu ,,....u.v ..vu,uu e.au, .�i.u..�...._.,,...._.,,... i�...,,.-� ,...,...0.e..awu._,e,.r.d.,. • .vu a":,u a.e:u_uu,.u.e". u.uu,u.,.i,e,eeu.,,...,.r m,as,u.,w,w. euu,u�,.u..�._.+,.,.uu...uw,Yw�u. ...wwuiu....uu.,.wue..uu.wwu.,we.uw.uuuuiwu.u..r.u..w..w.0+uuauyu...,..�..rauuw,..u.,w_,...w�.ua....ev,-....+..v.u..-v..,.i�.y1,..u.umuuue 1 OUNDERGROUND PROPANE TANK -LA LANDS NIF OF E �- SCHONEWOLF '+ ASPHALT . DRIVE MBX LANDS NIF OF ALLEN I rT� Fes"' � 1 1 V1_ 1 \ �J 1 LANDS NIF OF ALLEN 1 r l OW ASPHALT LANDS NIF OF NEIGHBORDRIVE NEIGHBORING 1 HEMENWAY / WELL l DRAINAGE CHANNEL 1 O ROUT'Et ' 20' MIN. ` ` ' ' APPROX: LOCATION OF ' EXISTING SHEDf 500'f TO ' 1 LAKE GEORGE p / APPROX LOCATION OF • EXISTING SHED& l LANDS NIF OFF / � 1 LANDS NIF OF / B 1 � BODENHORN NEW 1,250 GAL. / _ 1 (RISER INSTALLED 1 l O Q NEW 22"W OPEN- BOTTOM 3 1 / z I RF 50 FeaiF�ra LANDS NIF OF cH iOoNEW OIST. BOX NEW FORCEMAIN MUNHALL �' 1 NEW HOUSE l 1 NEW 500 SEWER (RISER INSTALLED) l � 3_ _`TIN LoCATo�ENC� / LANDS NIF OF �p 1V s / 1 LANDS NIF ' BODENHORN l RAT, E i SUPPLY s € 5 r Y TEM DESIGN a WASTEWATER S S � z rr u� .x: z.#'`' a 4a.,..!v_#sum' <:G :>.,a"u-`.:YYv.s�^,-":s •wx::t, hv�'C;: . +k:-... �.: y}5. .,,y 4—BEDROOM RESIDENCE — x DESIGN FLOW 710 GPD/BEDRODM SYSTEM DESIGN FLOW 440 GPD SEPTIC TAN k = r , S . K 0' GALLON .PRECAST CONCRETE NEW 1,25 ffill ~r , PUMP STATION NEW 500 GALLON PRECAST CONCRETE i x i f LEACH FIELD - 22 WIDE OPEN -BOTTOM .CHAMBERS ;` �- � � >� � �';�� .� r � � � _, �, �� x � � � �' � f �` ' • y ;,: DESIGN PERCOLATION RATE - 8 10 MIN/IN . APPLICA77ON RATE - 0.9 GPD/SF f ABSORPTION TRENCH AREA REQUIRED = 440 SF krc s 2 F. WIDE ABSORPTION TRENCH REQUIRED = 245 L.� �� "u��` . - h z 'rx�� '��ti� Y � k.:Y ✓. „,H7' �M ' f� r, f�. 'V� � d , 4 hi. {; �;� ,.,7 � i,y.. � y-'- �� X.' L � .',: s„ � 25X REDUCTION IN TRENCH LENGTH - PER NYSDOH APPENDIX ei k 75-A FOR 22m WIDE OPEN BOTTOM CHAMBERS M 2.�, D C TH RE IRED = 84 LF ri NSTALLED: 4 TRENCHES AT 50 LONG = 200 LF *<M rhyz g s;v: %yr -"! r .5 ,:';'` t. ✓h` ':... .;k z'. 's:.4 / .,?�''� w" z ++ Y x*i x= � T R POTABLE WATER SUPPLY IS MUNICIPAL SUPPLY MAINTAIN 10 MINIMUM SEPARATION BETWEEN -WATER LINE AND WASTEWATER SYSTEM COMPONENTS SITE cocaTlON LOCATION MAP SITE SOILS DATA - TEST PIT SYSTEM INSTALLATION NOTES CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND 1N ACCORDANCE WITH THE N.Y.S. TP-1 - 9121116 BY TOM HUTCHINS, P.E. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF 0-5" - TOPSOIL THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS 5-20" - LIGHT BROWN FINE SAND; FEW COBBLES AFTER EXCAVATION OF TRENCHES TO THE DEPTH REQUIRED, THE WALLS AND FLOOR OF EACH 20-29" - DARK BROWN FINE SANDY LOAM, FEW COBBLES TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF. TRENCH. 29-46" - MEDIUM BROWN SILTY FINE SAND WITH COBBLES 46-60" - OLIVE SILT & SAND PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE ABSORPTION TRENCHES. ROOTS TO 39" INSTALLATION OF POLYETHYLENE CHAMBERS SHALL BE IN STRICT ACCORDANCE WITH THE MOTTLING 0 41" MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS PERCOLAT70N TEST DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER CHAMBERS HAVE BEEN INSTALLED. PT-1 - 912.1116 BY TOM HUTCHINS, P.E. STABILIZED PERCOLATION RATE: 9 MINUTES 30 SECONDS THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE OR :EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TIFF SPAS OR GARBAGE GRINDERS. SYSTEM FILL MATERIAL NOTES AFTER REMOVING ORGANICS, PLACE SYSTEM FILL AS NEEDED TO ESTABLISH ROOF, FOOTING, .GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE REQUIRED GRADES OVER THE ENTIRE AREA OF PROPOSED ABSORPTION HELD WASTEWATER SYSTEM. AND TAPER AREA. SYSTEM MATERIAL SPECIFICATIONS SYSTEM FILL TO BE LOAMY SAND FILL WITH IN —PLACE STABILIZED ABSORPTION FIELD AGGREGATE PERCOLATION RATE OF 3-5 MINUTES PER INCH. FILL TO BE STABILIZED IN 6" STONE IS TO BE 314" TO 1-1/2- WASHED CRUSHED STONE LIFTS TO REQUIRED GRADES PRIOR TO CONSTRUCTING ABSORPTION TRENCHES 22"WIDE OPEN -BOTTOM CHAMBER FILL MATERIAL, INCLUDING A 4" TOPSOIL LAYER SHALL EXTEND 3' OPEN —BOTTOM CHAMBERS TO BE ADS ARC 24 OR EQUIVALENT. HORIZONTALLY FROM THE EDGE OF THE TRENCHES TAPER THE FILL AREA TO EFFLUENT SEWER PIPE MEET WITH THE EXISTING GRADE AT A MAXIMUM 1:3 SLOPE. PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8- PER FOOT MINIMUM SLOPE. FORCEWN INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF ABSORPTION FIELD PIPING TO BE 1-1/2- HDPE SDR-9 FILL MATERIAL PRIOR TO TRANSPORTING TO SITE. PERCOLATION TEST MUST HOUSE SEWER PIPE BE PERFORMED PRIOR TO INSTALLATION OF ABSORPTION TRENCHES TO VERIFY PIPING TO BE 4- SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4- PER FOOT MINIMUM SLOPE. THAT FILL MATERIAL MEETS THE DESIGN CRITERIA. SYSTEM FILLMATEMAL ABSORPTION FIELD NOTES FILL MATERIAL DESCRIBED IN "SYSTEM FILL.; MATERIAL NOTES.- TOPSOIL QF THIS DESIGN UTILIZES 22" WIDE OPEN —BOTTOM CHAMBERS INSTALLED PLACE 40 MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. S®, MULCH, AND ESTABLISH TURF. IN SHALLOW CONFIGURATION. CUT ALL TREES, STUMPS AND OTHER VEGETA77ON AT GRADE AND REMOVE. REMOVE STUMPS AND EXISTING ' ORGANIC MATERIAL FROM SURFACE PRIOR TO PLACING FILL. USE TRACKED EQUIPMENT FOR ALL WORK IN ABSORPTION FIELD AREA. CONCRETE z 1 ,` HEADWALL Q CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO IPF `` I 1 DIVERT SURFACE RUNOFF AROUND ABSORPTION FIELD. sT �,PLANTERS 1 ONE WALL �. ` wV .. U I NDS NIF OF O 1 A5PHALT SMITH '` DRIVE -IPF. -LA / IPF / CONTRACTOR TO I 1 FIELDVERIFr LANDS NIF OF I / SEPARATION DISTANCE CONCRETE SUPPLY TO ABSORPTION FIELD HEADWALL a / 1 LANDS NIF OF LANDS NIF OF Iry J. BODENHORN / OW J. BODENHORN 12° CMP CULVERT / / l EXIST. 1 NEIGHBORING LANDS NIF OF 1 WELL& LANDS NIF OF HOPPER HOPPER l WASTEWATER SYSTEM PLAN I cIRF SCALE: 1 "=20' 22/34 SCALE: T "=40' - 11/17 Dig lbafelya New/.York ■ qll seforw You � ■ Wart The Re*dmd Time ■ Confirm utlrlty R"pmm ■ T" mmu ■Oft wftC� 800-962-7962 w w w WASTEWATER SYSTEM SETBACK SCHEDULE PROPERTY:LINE NEIGHBORING WELL BUILDING SEPTIC TANK 10, 50F 10, ABSORPTION FIELD 10, 20' RECORD DRAWING NOTE: A REPRESENTATIVE OF OUR OFFICE VISITED THE SITE DURING CONSTRUCTION AND IT IS MY OPINION THAT THE SYSTEM IS INSTALLED IN GENERAL CONFORMANCE WITH THE APPROVED PLAN AND THIS RECORD DRAWING FINAL SURFACE FINISHING AND TURF IS ESTABUSHED. G. THOMAS HUTCHINS, P.E. 7120117 AS BUILD' �.ot � p VE RECORD DRAWING �. STALLED BY - FIRST CHOICE CONSTRUCTION TOvvN OF QUEENSBURY DEVELOPMENT TAX MAP # 226.19-1-33 COMMUNITY ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 1 RECORD DRAWING 7 20/1 O ISSUED FOR PERMIT 9/30/1.6 No. Revisions Date MAP REFERENCE q �+ BASE MAP INFORMATION FROM "MAP OF A WASTEWATER SYSTEM PLAN SURVEY FOR TOWN OF QUEE , SITUATED IN THE TOWN OF QUE NSBURY, SCfT1L p►ePa► for: WARREN COUNTY, NEW YORK. DA D JULY Greg BOdenhol-n 30, 2009. LAST REVISED AUGUST T PREPAREDBY %A%L SURVEY 6 Pine Tree Lane TO of Queensbury, Warren County, NY an Duse & ed: GTH Scale: NOTED Date: 9/2312016 Steve S 169 Havilond Road Land Surveyors Queensbury, NY 12804 291071-01-51 Tea Ha n nd Roes Qnee bury, New York 12W (518) 745-0307 Phone 51e M—"74 New York Lie. No. 501M Hutchins Engineering 518 745-0308 Fax