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SEP-0689-2018 f_ TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development - Building& Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SEP-0689-2018 Date Issued: Tuesday, November 27, 2018 This is to certify that work requested to be done as shown by Permit Number SEP-0689-2018 has been completed. Tax Map Number: 302.14-2-32 Location: 12 NORTHUP DR Owner: Paul Motsiff Applicant: Morning Star Excavation & Septic This structure may be occupied as a: By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the (1°-- 440 4 property owner of the responsibility for compliance with Site Plan, )44"-- 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 QUEENSBURYI AWN, 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: SEP-0689-2018 Tax Map No: 302.14-2-32 Permission is hereby granted to: Paul Motsiff For property located at: 12 NORTHUP DR 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: Paul Motsiff Septic Disposal-Residential $0.00 Owner Address: 12 Northup DR Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Morning Star Excavation&Septic 59 Blanchard RD Gansevoort,NY 12831 Plans&Specifications $ 275.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Monday,November 18, 2019 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Que bury befor e expiratio da -.) Dated at the To of Q b 4 ' '�,� ovember 16, 2018 SIGNED BY: Iffor the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PERMIT 1e Dnly 4) , -Lc( \eD - 742 Bay Road,Queensbury,NY 12:A4 '� u A// Tprt.fc uen,bnv .I ll. P:518-761-8256 www.queensb ary,'�e Tax Map ID#: 3 0 2 i ( 1l — Z " 1 -.MI _ NOV 14 2C1$erni�e:$ 7 5-7 nvoice#: >11.447 1C11 2 NG '!1(z- DDWN OF QUEE1\ 'ariance? Yes No Project Location: j LiUIWING&C Primary Owner(s) Q Ko — Mailing Address 12_ iVu p o av€ Phone & Email C S)s�� y� 0-&-3 it Installer/Builder Mot A�h S�r-�i £ ep t•-_ Mailing Address i?/c-„„t J f'`1 Phone & Email Cs-0?) .) _ 2 ze/o Engineer niat,, Sf`.--9 Mailing Address 3 Juc.6csv7 Ave Phone& Email ('S«1 �2—. /3'3 - Contact Person for Building&Code Compliance: Phone: RESIDENCE INFORMATION: Year Built Gallons #of bedrooms X gallons per =total daily flow per day bedroom Garbage Grinder Yes No 1980 or older 150 Installed? (circle one) Spa or Hot Tub Yes No 1981-1991 130 Installed? (circle one) 1992-Present 110 PARCEL INFORMATION: Topography at Rolling Steep Slope %Slope Soil Nature Sand Loam Clay Other Groundwater At what depth? .1 72_" Bedrock/Impervious material At what depth? Domestic Water Supply >Municipal _Well(if well,water supply from any septic system absorption is—ft.) Percolation Test Rate: -:C 3 per minute per inch (test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size gallons(min.size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field with#2 stone Total length /3? ft.; Each Trench Y6 ft. Seepage Pit with#3 stone How many: ;Size: Alternative System Bed or other type: 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 and approved. The installed system must match the septic 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 known by or on behalf of an applicant,shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: �U✓ l��'�� „�fir' DATE: `I >"ft SIGNATURE: DATE: i r//#V Town of Queensbury Building&Code Enforcemen Revised March 2018 INSPECTION WORKSHEET (SEP-008198-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal SEP-0689-2018Permit Case Number:Case Module: Wed Nov 21, 2018Partial Pass Inspection Date:Inspection Status: John O'BrienSeptic Inspector:Inspection Type: 12 NORTHUP DR302.14-2-32 Job Address:Parcel Number: Queensbury, NY 12804 Contact TypeCompany NameName Primary OwnerMotsiff, Paul ContractorMorning Star Excavation & Septic Granted PermissionMotsiff, Paul ApplicantMorning Star Excavation & Septic Checklist ItemPassedComments Building Inspector NotesNO11/21/18 Septic System Partial Approval - Submit Engineer's Report & As-Built Type of Water: Municipal / Well WaterYESMunicipal Absorbtion Fields: Total LengthYES138' Length of Each TrenchYES3@46' Depth of TrenchesYES18"-24" Size of StoneYES#2 Building to TankYESExisting 4" sch40 Nov 21, 2018Page (1) INSPECTION WORKSHEET (SEP-008198-2018) Checklist ItemPassedComments Tank to Distribution BoxYES4" sdr35 pvc Distribution box to Field / PitYES4" sdr35 pvc to 4" sdr35 pvc perforated Foundation to TankYES23' +/- Foundation to AbsorptionYES56' Engineer Report and As-BuiltNO11/21/18 Septic System Partial Approval - Submit Engineer's Report & As-Built Location of system on propertyYESMiddle Rear System Use StatusYES11/21/18 Septic System Partial Approval - Submit Engineer's Report & As-Built O'Brien, John (Inspector) Nov 21, 2018Page (2) I KEVIN L. HASTINGS, PE 3 JACKSON AVENUE L- I SOUTH GLENS FALLS, NEW YORK 12803 �CD 5 * 51ECEUVE Z FILE COPY CD 1 NOV 14 2018 0 0. I i' T o TOWN OF QUEENSBURY 5 o o BUILDING > CODES a _.. N• ° ° cn r. D1`Jt] 0 32�ftut,r �,; 0• D �� 3 °o n 0 SIH1 NO H1�'Od 13S 30Nt'15JO 3H1 gin;:;1 'V -o `Si— Al1VNOSef3d 3AVH 11N3Wl000 SIH1 0 NY,V, ,S *i°•co 013 'S30N33 'S33N1 'S113M 'SRSf S OfS \\\ SIO380 11V 0 /1S90 80 NS 3AVH0NVld 101d 0IldSI x I. I3 TRENCHES ® 46 FT 10' MIN. Ia TOTAL = 138 FT � N a� I I oNo � — < \ 7 Ic s o - - \ _ R0 _EI C_ nI I Zoo 20' I I F 4,C MIN I Io D IA I-< C o 0 I --� { 3 BEDROOM I o I c _ 11 W. RES/DENCE II b I Q 3 v I I C===-- � �% iIi ,-N'N) TP-1 tS %I I I ao N I I c c - L........:_____ _ II 00 3 ! - - Im _ I0D .3rt 7,< ��— EXISTING SEPTIC TANK TO BE I o 5'oINSPECTED & EVALUATED FOR I I CONTINUED SERVICE If o I 7 0 \ cn < 0 I f ' I I o EXISTING DISPOSAL FIELD TO I ° BE ABANDONED IN PLACE I J-N N °I 0 o a N(3 rt f ato - C 3 3 `° SCALE: I" = 50' 3 BEDROOM RESIDENCE 12 NORTHUP DRIVE 0:! WARREN COUNTY TAX MAP ID # 302.14-2-32TOWN OF QUEENSBURY COUNTY OF WARREN STATE OF NEW YORKPLOT PLAN NOVEMBER 12, 2018 jEE © EllEE NOV 14 2018 TOWN OF QUEE BURY RI BUILDING&Ci NGINE..t{' NG DESIGN REPORT FOR A REPLACEMENT SEWAGE DISPOSAL FIELD TM 3O2.142 302.14-2-32 SEP-0689-2018 Motsiff, Pj 12 Northup Dr Deep hole/Septic Kevin L. Hastings, P. Consulting Engineerg ' E 3 BEDROOM RESIDENCE 3 Jackson Avenue 12 NORTHUP DRIVE South Glens Falls,NY 12803 TOWN OF QUEENSBURY, WARREN COUNTY Phone: 18-222lls,N/Fax: ,NEW YORK Date: 1 /12/18 Shown 518-747.2166 Scale:As Shown Sheet 1 of 9 SOIL AND PERCOLATION TEST DATA: TEST PIT— 1: 0"— 20" TOPSOIL 20"—30" ORANGE MED. BROWN LOAMY FINE SAND 30"— 72"+ TAN SAND, GRITTY NO LEDGE ROCK TO DEPTH NO S.H.G.W. TO DEPTH, NO MOTTLING STABILIZED SOIL PERCOLATION RATE: 2 MINUTES 3 SECONDS PER INCH USE 1-5 MINUTES FOR BASIS OF DESIGN CALCULATIONS SOILS INVESTIGATION AND PERCOLATION TEST PERFORMED BY KEVIN L. HASTINGS, P.E., ON NOVEMBER 8, 2018 WITH EXCAVATOR LOU DeRIDDER, AND ZACH BAXTER, CHAZEN TDE. USE SHALLOW ABSORPTION TRENCH DISPOSAL FIELD (ALLOWS FOR MINOR SITE GRADING) WITH BOTTOM OF TRENCHES 18"MINIMUM DEPTH BELOW ORIGINAL GRADE Of "Pk if —';�,,, „-- u, s. No.076269 4' Kevin L. Hastings, P.E 3 BEDROOM RESIDENCE Consulting Engineers 12 NORTHUP DRIVE 3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 11/12/18 South Glens Falls,NY 12803 Scale:As Shown Phone: 518-222-1338/Fax: 518-747-2166 Sheet 2 of 9 A • BASIS OF DESIGN: THE EXISTING SEWAGE DISPOSAL SYSTEM WAS LOCATED AND FOUND TO BE NOT IN GOOD REPAIR. A FIELD INSPECTION OF THE DISTRIBUTION BOX WAS COMPLETED BY MORNING STAR SEPTIC SERVICE, WHICH RESULTED IN A FAILING REPORT. A NEW REPLACEMENT DISPOSAL SYSTEM IS REQUIRED FOR CODE COMPLIANCE. EXISTING DWELLING: 3 BEDROOM @ 110 GPD = 330 GPD SEPTIC TANK DESIGN: (IF REPLACEMENT IS REQUIRED) 3 BEDROOM, with NO garbage grinder = 1,000 GALLONS 3 BEDROOM, with garbage grinder = 1,250 GALLONS ABSORPTION TRENCH SYSTEM DESIGN: APPLICATION RATE = 1.20 GPD/S.F. REQUIRED ABSORPTION TRENCH LENGTH 330 GPD ± 1.2 GPD/SF _ 2 FT. = 138 L.F. USE: 3 TRENCHES (DISTRIBUTION LATERALS) @ 46 L.F. LENGTH EACH OR EQUIVALENT TRENCH CONFIGURATION TO ACHIEVE 138 L.F. TOTAL WITH BOTTOM OF TRENCHES 18"MINIMUM DEPTH BELOW ORIGINAL GRADE OF Nly t..HANte, 0, �p x ys No.076268 di t -0 Kevin L. Hastings, P.E 3 BEDROOM RESIDENCE Consulting Engineers 12 NORTHUP DRIVE 3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 11/12/18 South Glens Falls,NY 12803 Scale:As Shown Phone: 518-222-1338/Fax: 518-747-2166 Sheet 3 of 9 DESIGN NOTES & SPECIFICATIONS: 1) THE LOCATION OF THE REPLACEMENT DISPOSAL FIELD (SEE PLOT PLAN) HAS BEEN ESTABLISHED BY THIS DESIGN, AND ANY CHANGE IS SUBJECT TO REVIEW AND APPROVAL BY THE DESIGN PROFESSIONAL PRIOR TO WORK. ALL DISPOSAL TRENCH LATERALS SHALL BE OF EQUAL LENGTH. THE BASIS OF DESIGN CALCULATIONS ARE PRESENTED ON PAGE 3 OF THIS REPORT. 2) THE CONTRACTOR MAY REMOVE ANY REMNANT PIECE(S) OF THE EXISTING DISPOSAL FIELD(S) AS FOUND IN THE COURSE OF THE WORK. ALL WASTE MATERIAL SHALL BE REMOVED FROM THE SITE FOR LEGAL DISPOSAL OFF-SITE. 3) ALL SEPARATION DISTANCES TO NEWLY INSTALLED ADJOINING TRENCHES AND SETBACKS TO PROPERTY LINES SHALL BE MAINTAINED PER NYSDOH APPENDIX 75A, AND TOWN CODES. 4) THE CONTRACTOR SHALL COMMUNICATE WITH THE ENGINEER OF RECORD THE INTENTIONS OF HIS LAYOUT, PRIOR TO INSTALLATION, AND DISCUSS ANY SITE LIMITATIONS THAT HAVE POTENTIAL TO INHIBIT HIS WORK. 5) THE CONTRACTOR MAY NOT PLACE BACKFILL MATERIAL (SAND, LOAM, TOPSOIL) ON ANY COMPONENT UNTIL A FINAL INSPECTION HAS BEEN COMPLETED BY THE ENGINEER OF RECORD AND THE TOWN CODE ENFORCEMENT OFFICIAL. 6) AN AS-BUILT DRAWING OF THE SYSTEM AND ENGINEER'S CERTIFICATION LETTER WILL BE REQUIRED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR THE SYSTEM. Ou.f N E , -is., No.076269 ( FD pR, • e P`\' . I Kevin L. Hastings,P.E 3 BEDROOM RESIDENCE Consulting Engineers 12 NORTHUP DRIVE 3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 11/12/18 South Glens Falls,NY 12803 Scale:As Shown Phone:518-222-1338/Fax: 518-747-2166 Sheet 4 of 9 NOTE, The wastewater treatment system is designed and approved based on the installation of water conserving fixtures and a design flow of 110 gallons per bedroom, The system is not designed to accommodate extreme water use fixtures, such as Jacuzzi type spa tubs or water treatment equipment. The system is not designed to accommodate garbage grinders. The installation of garbage grinders, non-conserving water fixtures or extreme water use fixtures is contrary to the approval of(his wastewater treatment system, CONTOUR LINES (2'INTERVALS) _ _ PROPERTY LINE 7 i � 1S'MIN: � ,�. �� __ -- --__.._ ._ _.. ►.. �•( /MEAN HIGH WATERMARK •.� r\WELL ' STREAM •`••...,,�M iMIN. II 1\ , ( I WELL ='nil 1 f00 MIN. a,04.tMIN. I I 1 10'MIN. ( ' 20'MIN. { M I HOUSE CI f RAaE 1 1 { / , DISTRIBUTION SEPTiCTA K BOX I II 1 I DRIVE 50`Yo EXPANSION I WAY I i 10'MIN. ABSORPTION FIELD STREET ABSORPTION FIELD SEPARATION REQIJIR.EMENTS Kevin L. Hastings, P.E 3 BEDROOM RESIDENCE Consulting Engineers 12 NORTHUP DRIVE 3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 11/12/18 South Glens Falls,NY 12803 Scale:As Shown Sheet 5 of 9 Phone: 518-222-1338/Fax: 518-747-2166 N cnW � x o � o o N = N �1 0 x N «3 OQ AD DUAL COMPARTMENT I ' to FULL-DEPTH BAFFLE w/PORT( .E.NOTES) w � SEPTIC TANK CAPACITY z F . 24"INSPECTION 4"OUTLET PIPE 00 CM 4'INLET PIPE NUMBER OF DESIGN MINIMUM TANK CAPACITY et LIQUID SURFACE AREA (11 Tt4'/FT.MIN. COVER O t/6'/Fr:MN. BEDROOMS FLOW SLOPE _' = !/ �- W/O GARBAGE GRINDER W/GARBAGE GRINDER N y - *BAFFLE(T'YP. t E �-, 2 220 GPO 1,000 27 S.F. 1,250* 34 S.F. O "6A „" Ca A A 3 330 GPO 1,000 27 S.F. 1,250" 34 S.F. —' g 4 440 GPO 1,250 34 S.F. 1,500. 40 S.F. ..!..1R -P. O e.afea�: — - - - 5 550 GPO 1,500 40 S.F. 1,750' 47 S.F. "INLET&OUTLET 4'PVC TEES MAY BE 6 660 GPO 1,750 47 S.F. 2,000" 54 S.F. N USED INSTEAD OF CONCRETE BAFFLES "DUAL COMPARTMENT TANK&GAS DEFLECTION BAFFLE REQUIRED C O LENGTH' PLAN VIEW W NOTES ril• CO EFFLUENT FILTER 1. WHEN GARBAGE GRINDERS ARE INSTALLED AT THE TIME OF HOUSE CONSTRUCTION, y FINISHED GROUND wf GRADE ACCESS COVER (SEE NOTES) A GAS DEFLECTION BAFFLE AND A DUAL COMPARTMENT SEPTIC TANK,OR TWO Z TANKS IN SERIES, SHALL BE PROVIDED TO MINIMIZE THE SOLIDS CARRYOVER TO THE C/D , _ ._ t 4`OUTLET PIPE ABSORPTION AREA(DISPOSAL FIELD). -;' 4"INLET PIPE 12 COVER MAX. t/8"/FL MIN. 2. 3"MINIMUM ELEVATION DROP THROUGH STRUCTURE FROM INLET TO OUTLET. d ,-' 1/4"/FT.MIN. `, SLOPE O SLOPE�- —G -:..� y I 1 - 3. TANK SIZE REQUIREMENTS FOR MORE THAN SIX BEDROOMS(EQUIVALENT DAILY 0 O r_T C i ^ C'" 1 FLOW)SHALL BE CALCULATED BY ADDING 250 GALLONS AND SEVEN SQUARE FEET 6'MIN. OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. A GARBAGE GRINDER SHALL Iy �ji "r I BE CONSIDERED EQUIVALENT TO AN ADDITIONAL BEDROOM FOR DETERMINING TANK .ICI t6"MIN. IS'MIN. SIZE. A HOT TUB/SPA SHOULD BE CONSIDERED EQUIVALENT TO AN ADDITIONAL _ BEDROOM FOR DETERMINING TANK SIZE. Irl ..,_6. F Fl/�/�I �' 4 4,EFFLUENT FILTER, "ZA6EL`BRAND OR SIMILAR PRODUCT BEstrati_ M t ETALLED TO `� 46f THE SEPTIC TANK OUTLET. EFFLUENT FILTERS WHEN PROPERLY MAINTAINED CAN C�7 Iw, I 'WALL' I� EXTEND THE USEFUL LIFE OF THE TREATMENT SYSTEM. ALL SYSTEMS ARE �., (F1'P.) � SUSCEPTIBLE TO CLOGGING BY SOLIDS CARRY-OVER,LEADING TO PREMATURE � \... FAILURE. A GRADE ACCESS COVER SHALL BE PROVIDED FOR PERIODIC INSPECTION C� �y � e &CLEANING OF THE EFFLUENT FILTER DEVICE. 6'MIN. CLEAN SAND PEA Z a STONE,OR WASHED AGGREGATE `. GAS DEFLECTION BAFFLE 'td• ^..--*t " , (SEE NOTES) 'C C'' ) SECTION A—A z til SEPTIC TANK / HOLDING TANK DIMENSIONS , S 7 . s, TANK CAPACITY LENGTH WIDTH INLET OUTLET HEIGHT WALL MP FLOOR LQ MANUFACTURER INFORMATION a0 I47..* O f.000 8'-8 1/2" 5'-0 1/2' 4'-9' 4'-6` 5-6' 3" 4" 4" 48" FORT MILLER CO., SEAMLESS" f' '� Z `'�/ 0 ray - S� ,'"," ,(" .'t'l 1,250 tD'-2" 4' 4' 48" FORT MILLER CO.,SEAMLESS" ' 1,250 11'-0" 6'-0" 4'-3' 4'-0' S'-5` 6" 8" B` 39" FORT MILLER CO.,HEAVY DUTY"" IEa V 1,iij�ft . iZ 1,500 11'-0' 6-0' S-f" 4-10" 6'-3" 6' 8" 6" 49' FORT MILLER CO.,HEAVY DUTY"" i • co r+t 2.000 13'-O" 7'-O" 4'-9' 4'-6' S-11" 6' 8' 6" 45" FORT MILLER CO.,HEAVY DUTY"" ' "?. $' 2.500 13'-0" 7'-0" 5'-9" 5'-6' 6'-11" 6' 8' 6" 48' FORT MILLER CO.,HEAVY DUTY"" '" 3,000 17'-0' 8'-0" S-T' 4'-10' 6'-2' 6" 8" 6" 57" FORT MILLER CO.,HEAVY DUTY" . '" ER,t,. ry PRODUCT: THE FORT MILLER COMPANY,INC. SCHUYLERVILLE,NEW YORK '. .... CA Cr)CD o " " SEPTIC TANK / HOLDING TANK DETAIL o, a — En N.T.S. 1-1, p N V ODD 0_ C/0 W (^ x CD = x -. z 0 • o ,N C" IJ A = OQ AD :- 54 CD f0 r. 00 "Zc (JQ LA O EMI W 00 �1 y .A O N FINISHED GROUND EACH OUTLET FITTED NON-TRAFFlC RATED WITH SPEED LEVELERS at i�� STRUCTURE 0A O i w 12'COVER MAX 1 1/2"THICK ALL SIDES 1 I ,401 4"OUTLET PIPE 4'INLET PIPE 4"OUTLET PIPE 4'INLET PIPE 1/8"/FT.MIN. [Sj CO I/8"/FT.MIN. p 1/8"/FT.MIN. SL1 E/FT.MIN._ /-BAFFLE SLOPE (Z"J tj SLOPE MEI BAFFLE SLOPE M IS �/ I�� /,„: :-:: I�;� �2"MIN.SUMP � .. -:-: :.. .••-'-....:,,..., .-,„..,..- ---,'," 111111111111111111111 LI 1--1--a ar-- --- - .„,..,;:ej\ - �7 O 12 MRi COARSE SAND _ OUTLET(TYP-5) �4 WATERTIGHT Qt PEA STONE -:..y�;s ,., t� a JOINT(T1P} "" 1, ;'xi,r"R'ex,Y'" .• 4'KNOCKOUTS GROUT S USED w/FiDPE PIPE SEALS PRCOUCT: FORT MILLER 12 DISTRIBUTION BOX,OR EQUAL. i-8' z SECTION A-A PLAN VIEW O d z DISTRIBUTION BOX DETAIL ,.c n 14.T.S. z tnil rri 0 MATERIAL SPECIFICATIONS SCHEDULE r .,,,sonv. si..7:ss....\C.) OEM SIZE MATERIAL SLOPE "li � SEPTIC TANK SEE DETAIL PRE-CAST CONCRETE — * DISTRIBUTION BOX SEE DETAIL PRE-CAST CONCRETE — i '� HOUSE TO SEPTIC TANK 4" SOLID PVC SCH-40 I/4"/FT.MINI Z SEPTIC TANK TO O—Box 4" SOLID PVC SCH-40 1/8'/FT.LAN. 0 p • "I 0—BOX TO LATERALS 4' SOUD PVC SDR-35 1/8'/FT.MINCD,�.' Cp Na ' LATERALS 4' PERFORATED PVC SOR-35 1/I6'/FT.MAX. A, Os �� Ol O N ,- VD Z 00 ~d C/pWC 0 x ^s c� p t. - � o M 00 . r" � a x N CM CA Uj 00z CM V1 0 LANDSCAPING: 6"MINIMUM W l J 3 TRENCHES m 46 FEET EACH ABOVE GRADE USABLE ALL MATERIAL TOPSOIL w/SEED&MULCH PERCOLATION RATE TO BE GREATER THAN 5 00 ( MINUTES, UP TO A MAXIMUM OF 10 MIN/INCH H ANAL GRADING BLEND 6•-0"MIN. UWE TO DRAW I RESERVED Q EDGE OF FILL MATERIAL TO P TYP I z%MINIMM s. 50%EXPANSION Jtj MATCH EXISTING GRADE 3 1 ALL DEPTH: 1"TO 24'RANG ORIGINAL GRADE g <%(0 _t- ''i, r Q r '50 sc:: ^" �';+h;> _,..7—y. ;: ;`k , �--0"TO 24"BELOW ORIGINAL GRADE tO (y� ABSORPTION TRENCH 6'MIN. (PREFERRED) USABLE SOIL, 24" TO<48'DEPTH (SEE TYPICAL DETAIL) 4'-O" 2'-0" 1 TO 60 MIN/INCH PERCOLATION RATE BOUNDARY CONDITION, GROUNDWATER, BEDROCK, OR IMPERMEABLE STRATA " \ MIN. MAX. SEPARATION: 24'MINIMUM DEPTH TO BOUNDARY CONDITION t7 ti 7'3 O 1�THE PLACEMENT OF ALL MATERIAL OR THE CONSTRUCTION OF ABSORPTION FACILITIES IN ALL SHALL NOT OCCUR WHEN THE SOIL MOISTURE CONTENT IS HIGH. 4 2.ALL TREES AT THE ALL StTE SHALL BE CUT AND STUMPS REMOVED. 9 h. 3. BRUSH, VINES, WEDS,AND GRASS ETC., SHALL BE CUT TO GRADE AND REMOVED. 4.FILL SHALL BE PLACED ON THE SITE IMMEDIATELY AFTER THE SITE HAS BEEN PREPARED. 5. nu SHALL RE DEPOSITED ON THE SITE WITH A FRONT-END LOADER OR PUSHED ON BY USING A TRACK TYPE MACHINE FROM THE UP-SLOPE SIDE 6.ALL SHALL BE PLACED AND COMPACTED IN SIX INCH LIFTS; DO NOT OVER-COMPACT THE ALL MATERIAL. 7. THE RESULTING PERCOLATION RATE OF THE FILL MATERIAL SHALL BE GREATER THAN 5 MINUTES,UP TO A MAXIMUM OF ID MINUTES PER INCH. 6. THE REQUIRED ABSORPTION TRENCHES SHALL BE CONSTRUCTED AFTER THE PLACEMENT OF ALL NECESSARY ALL MATERIAL Z CA 9. THE BOTTOM OF ALL ABSORPTION TRENCHES SHALL NOT BE ABOVE THE ORIGINAL GRADE,PREFERRABLY SIX INCHES BELOW. ID. SOME TOPSOIL MAY BE ADDED AT FINAL GRADING TO IMPROVE THE SITE DRAINAGE. O . II. DIVERT ALL UPSLOPE RUNOFF AWAY FROM THE DISPOSAL FIELD. Hn SHALLOW ABSORPTION TRENCH SYSTEM DETAIL N.T.S. rn .c 0 0„ 0(4.,ptk r ,00n,f ,„,, It p4._,...7- . -n 1, M •jz N. co tY'. CP a d ' �e0 5° 0-h 0 N c 'b CipWr) x CD `, o CD r ►0... v, C o ti ° 0 0 > CIC1 r IN..) w CD ORIGINAL GROUND OR 24 PROPOSED FINISH GRADE ' Vn � r 2' OF STONE BACKFILL 6" TO 12" EARTHCKFIL�"'Tt X b OVER PIPE MIN. / PERMEABLE GEOTEX7ILE PIPE JOINT LA OW 7 a tiFr r' 00 �_ • :' PERFORATIONS (DOWN) --.1 �] 4" PERFORATED ON.,\ Q PIPE -12" WASHED CRUSHED 'Mir N 42" MIN.- STONE 3/4" - 1 1/2" r PIPE SLOPE 1/16" TO 6` OF STONE OR WASHED GRAVEL MIN., ;r ` I sf s 1/32" PER FOOT UNDER PIPE MIN.,- ,� UP TO 16" MAX. ram, f oN O UP TO 10" MAX. ¶ • <z . 'l1 ti C W ri7• t LEVEL TRENCH BOTTOM try tA 24" MIN.- UNDISTURBED GROUND • dy UNDISTURBED GROUND CA ti /� 1r ' SHWT/LEDGE ROCK R""""R«. - SECTION VIEW TRENCH PROFILE t NOTES 1. DO NOT INSTALL TRENCH IN WET SOIL. 2. INSTALL TRENCHES PARALLEL TO CONTOURS. 3. INSTALL TRENCHES AS SHALLOW AS POSSIBLE WHICH MEET ABOVE NOTED MINIMUM DEPTHS. n ~ 4. RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GRAVEL OR STONE. O P d 5. ENDS OF ALL DISTRIBUTOR PIPES MUST BE CAPPED. 6. SLOPE DISTRIBUTOR PIPE 0 1/16" - 1/32" PER FOOL H n,-c ABSORPTION TRENCH DETAIL - TYPICAL tT1 N.T.S. '-C 0 r ./,,,.;;;;04. 8 4.1 •' �! re l4t gp){ ,? + _ .yam ate. Ili va o--y o, tJ r-' KEVIN L. HASTINGS, P.E. CONSULTING ENGINEER Mailing Address: 3 Jackson Avenue South Glens Falls, New York 12803 Tel: (518) 222-1338 ECEOWE November 23, 2018 NOV 262018 Mr. John O'Brien TOWN OF QUEENSBURY Building Inspector BUILDING& CODES Town of Queensbury 742 Bay Road Queensbury,New York 12804 AS BUILT Re: 12 Northup Drive Sewage Disposal System-Engineer's Certification c— - okatc - z0t( Dear Mr. O'Brien, The construction of a replacement sewage disposal field for the residence at 12 Northup Drive (TM#302.14-2-32) has been completed. The installation was completed by Lou DeRidder of Morning Star Septic Service, who was also present for the final inspection. As the design professional of record, I certify to the following statements: 1. Engineering design report with specifications and details were prepared November 12, 2018 by Kevin L. Hastings, PE for a 3 bedroom maximum (330 gpd) single family home; 2. Design documents were compliant with the Town sanitary health codes, and the NYS Health Department Appendix 75-A, as applicable; 3. Field observation of constructed works on November 21, 2018, by Kevin L. Hastings, PE and prior to earth backfill of trenches and structures; 4. Completion of the work appeared to be in substantial conformance with the design engineering report, with the following exceptions: - final turf stabilization & lawn maintenance to be completed in 2019 by owner. The as-built schematic of the replacement sewage disposal field with location ties to the dwelling is attached for your record .‘EOF NEW r If you have any que7- .a . \ te •nal information, please contact me immediately. Niter Sincerely, *e, �;; �! .�•; �' * ce ;n,- \speb, 0 .269 < Kevin L. Hastings, P: '°iPpFESS10NP\' 12 Northup Drive ' (T) Queensbury, NY 0 - i=4.--- Installation contractor tir . < 4 ,.,. ! „,tom Morning Star Septic Service :iiii, *---:.4" , ,;..., 3 ,„::-.„ - .1i:, s,. _„,. ,,ciri. ,,f,,,,,..„1.. 7,.... .,,,.. .„4„. 4.#,-..„,:.i, , .- .....:_, ;- 4.1, :+,,,,_40 . ,_:- . -: _,,-- : _ -47. .40„;004.,4„, , ..„.„ ,.. , , .,44,, _ ,„,.. ..„..144. ,1„..;:- elz,IL opiell".5.7t,=. ifv:40"-.„4' --, -4A-kt. r- - ..44014:•,-, '-- 4 Als_ ... ..,,,...,,, ,.„, ,_ .1 �,,.... Ik , ,,, .. 0. -op ilk ' ' " -:::-: View of existing septic tank outlet (map node 1) and new 4" PVC outlet baffle, looking west. 1 /,,y, - t 7C p . ‘ t 4 q { ; rig E ICEDVE!, ,,,„ _ p NOV 2 6 2018 a•; , Z .'4 '' .i . TOWN OF QUEENSBUR`� .22 '` �- BUILDING C c.ODE& `, 3 View of 4" PVC outlet pipe from septic tank to d-box, looking h west. a r. 12 Northup Drive " '° (T) Queensbury, NY 4 , 4 c. --., # F t-4- - % . . ,. k View of 90 degree bend (map node K. #� ?, n 3) and 4" PVC header piping, . = �� d-box in distance (map node 2) , looking north. ' . Y i i . View of 6 outlet polyethylene d-box with speed levelers z. installed. , ,,, _'I i , , , ; Liquid level test PASSED t d , ii ', r 44. j t *sue T . �: F .-!� View of typical absorption � � trench with 4" PVC end cap, � crushed stone aggregate stone, soil barrier fabric, and partial k '� soil backfill, looking east. .fit it, - v a �_ 1 - L, 12 Northup Drive ` .> A .. {t,a ' .;-, (T) Queensbury, NY } r'- 01°1 ,• #- - View of completed installation,_ �~„ � '" ,,¢ looking east . f "%' • S +s • z. IN IVY -•.. -. �-. -,.= ►p View of completed installation, " looking south east . y s ' ,, _ " ' t „- 'r ii- 1!i• ,.- ' •ct 4' g::‘,. ---.- --:...-.,. am- » :. 0,7,. Y- ,,,., .%e., .:,;,,,„,,, ;,.„,,,,,,;,,'fi.:--,„, .. ,:. 7,„_ _:> View of completed installation, '- - looking south. .. . s - . . riff' s� � e' t �,,�, �#tea..+� c� �.,..>