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SEP-000683-2017 TOWN OF QUEENSBURY -' 742 Ba Road Queensbury,NY 12804-5904 518 761-8201 Y �Q Y� � ) 9F Q Community Development-Building& Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SEP-000683-2017 Date Issued: Monday, December 4, 2017 This is to certify that work requested to be done as shown by Permit Number SEP-000683-2017 has been completed. Tax Map Number: 309.9-2-7 Location: 106 LUZERNE RD Owner: Arrowhead Equipment Applicant: Sanitary Sewer Service This structure may be occupied as a: Commercial 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 Community Development-Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: SEP-000683-2017 Tax Map No: 309.9-2-7 Permission is hereby granted to: Sanitary Sewer Service For property located at: 106 LUZERNE 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 Owner Name: Arrowhead Equipment Septic Disposal $0.00 Owner Address: 106 LUZERNE RD Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Sanitary Sewer Service PO Box 224 Glens Falls,NY 12801 Plans&Specifications $75.00 PERMIT FEE PAID THIS PERMIT EXPIRES: Tuesday,November 13,2018 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of ueens on y N 13,2017 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement Artnk "L SEPT11C DISPOSAL — 4�9-���• __. Office Use Univ 742 Bay Road,Queens u I&E Y V ro n oFLurcnshunI Permit fax Map ID#: J�� l-° % 1 Y �CT Permit Fee:$ c ���� invoice#: 2 3 77 Project Location: 1e)6' &IL'm A 0 i� Y Septic Variance? Yes No MOM Primary Owner(s) l (;. e J Di- Mailing Address �l � . i2 Phone & Email Installer/Builder Mailing Address ZZ`l Phone & Email Engineer _70 f,, (&; _�Iel � Mailing Address Phone & Email /t Contact Person for Building&Code Compliance: Phone.,W_ 7�� JI RESIDENCE INFORMATION: Year Built #of bedrooms X gallons per bedroom =total daily flow Garbage Grinder Yes No, 1980 or older Installed? (circle one) 'W 1981-1991 Spa or Hot Tub Yes No Installed? (circle one) 1992-Present �' �S� PARCEL INFORMATION: Topography Flat Rolling Steep Slope %Slope Soil Nature x Sand Loam Clay Other Groundwater At what depth? n/)O Bedrock/Impervious material At what depth? /V/0 Domestic Water Supply ' Aunicipal _Well (if well, water supply from any septic system absorption is_ft.) Percolation Test Rate: /_L_ per minute per inch (test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size JIZ� 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 ft.; Each Trench ft. Seepage Pit with#3 stone How many: ; Size: I 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: DATE: /0 --36 SIGNATURE: DATE: � Town of Queensbury Building&Code Enforcement Revised February 2017 7,F 7' WASTEWATER SYSTEM DESIGN ........... ......... .................. .................. ....... ............. .................. .......... 4 '/zi IN,* ................ ...... .. .... .......... M RESIDENCE .......... ............ .. .... ... . .. ....... .. ..... .........w., . - 11�11-.,..­ 111.....%.. .. ... .... ............... ............ ................. 5-BEDROO ......... ........... WATER SAWNG FIXTURES (1.6 GPF MAX FLUSH, 3.0 GPM MAX FAUCETS) L .................. ...................... ................ '7 ........... ..................... ............. ....................... ................................. ............... ...... ..... .. ......... ................ V� DESIGN FLOW 15 GPD/EMPLOYEE .......... N ......................... . ........ ........................... ................ ................ ................... . ........._........................... ........................................­..... .......... ­­........... ...... .... ............................. ......... -J4, 6 ................ .............. ......... .......... 525 GPD ...... SYSTEM DESIGN FLOW (35 EMPLOYEES) - .......... ............ ............... ................. ....... .... ...... ... .............................. .......... .......... .......... ................. ......... I,_� . 1'� - (1) PROPOSED 1,250 GALLON PRECAST CONCRETE & (1) SEPTIC TANK ......... ...................... ........ ..................... . . ... T �n .. .... EXISTING 1,250 GALLON PRECAST CONCRETE SEPTIC TANK TO ........... ......... BE PUMPED, INSPECTED, AND REUSED IF SUITABLE INSPECT V........ ....... 'N BAFFLES AND REPLACE IF NECESSARY. r 01 LEACH FIELD (2)- 15'x25' A13SORPTION BEDS 7 ............... ......... ...... -7.......... .......... ABSORP F/ON BED AREA REQD (525 GPD)1(0..9 GPD/SF) 584 SF .......... ABSORPTION BEDS AREA PROWDED (2)-15'x25' 750 SF .............. .. . . ...... ...................... ................... APPLICATION RA TE TO EXI ........... .......... STING SOIL: 0.9 GPDISF, BASED ON .......... ......... ........... 1-5 MINIIN PERCOLATION RATE (PER NYSDEC DESIGN STANDARDS FOR .......... EXISTING. . . . . .. ......... ..... ......... SYSTEMS) INTERMEDIATE SIZED WASTEWATER TREATMENT ............. .......... BUILDING ....... .................... ............. .......... . .................. POTABLE WATER SUPPLY IS MUNICIPAL SUPPLY ON MAP .......... .................... .................. MAINTAIN 10' SETBACK FROM WATER SUPPLY LINE I E)dSI.N.G- . CLEANOUT TO ALL WASTEWATER SYSTEM COMPONENTS ......... .... ........ ....................... 61ST...BOX. ES ........... SITE SOILS DATA CUT AND CAP 4� SEWER-- ..... ..... ............. ....... -- ------- P REFERENCE PLAN. I SITE SOILS DATA BELOW FROM N07ED MA ..................... SOILS MLL BE CONFIRMED DURING REMOV AL OF EXIS77NG SYSTEM. PROP. HOUSE SEWER ............... ........... .......... EXISTING.WOUSE:SEWER ............ ........................ ....... .... 0-4" TOPSOIL PROP. 1,250 GALLON PRECAST TEST PIT �PROP.� EFFLUENT%SEWER ER -1 1219105 WITNESSED BY SHAUN M. RIVERS, P.E. ............ TP ................... CONCRETE SEP77C TANK ....... ...... .... REMOVE EXIS77NG WASTEWATER SYSTEM ............. .......... 4-24" FINE BROWN LOAMY SAND ......... ...... .. TO ALLOW INSTALLA77ON OF NEW SYSTEMS ........... 24 ... .. .. ................... ............. 96" COARSE BROWN SAND TRENDING TO GRAY ...... ... .... .. ......... -32" GRAY SILTY SAND 32- ........... .. ................. �T' ....... ............... ... .. -_7 C, .. .......... . ............. ''7 NO WATER ENCOUNTERED IN TEST PIT Tp- .......... ......... ................ ... .......... .......... .. ........ .......... ........ .......... . .......% ................................ ............. ::­.......... .......... �`. �% :.. TEST PIT&PERCOLA TION TESTS ................. . ........ ............. .......... ... ................. & PERCOLATION TESTS TO BE PERFORMED AFTER "T Q. STING��SEP71C`iMNK �0, BE DEEP SOIL TEST P17 ...................... :REUSED.. .......... . ... .... .. . ....... .......... .......... ....................................................................... ................ .. ...............F f 4P .............. ................. ................ Z, REMOVAL OF THE EXISTING ABSORPTION SYSTEM TO CONFIRM PERCOLATION %.................. ............ = 4F.�SUITABLE.-'INSP 0T:..6AFFL S.............. ........... ..... ... . ...... ............. ............ . ........... NO .............. RA TE OF 1 TO 5 MINUTES PER INCH RATE .......... .. ............. ........... ............. AREA, ......... ...... ....... .... . . .... H (2)- PROPOSED 15'W x 25 ABSORP71ON BEDS 10' MIN. SITE LOCATION W W -_ V/ RO ............ ..... W W W ...... ...... .. ....... SYSTEM INSTALLATION NOTES .............. ........ . ... W ......... W W CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF W W HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLA77ON OF THERMOPLASTIC PIPE AND W W .......... CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. ... . .... ... .. ......... ...... 4" MINIMUM TOPSOIL ON AFTER EXCA VA TION OF THE 15' WIDE X 25'-LONG ABSORPTION BEDS TO THE DEPTHS REQUIRED, THE WALLS L UZEN ENTIRE BACKFILL AREA;' E AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL. APPROXIMA TE SEED AND ESTABLISH TURF :,-ROAD EXISTING GRADE 15' BED MD TH �__SLOPE SLOPE-, PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE 'AS SHOWN, AND CARE SHALL BE EXERCISED TO A VOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE. 2' MIN. -USABLE,SOI L THE PIPE SHOULD BE LAID AT THE GRADES INDICA TED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT- BACKFILL MATERIAL AS NEEDED \-15'x25' CRUSHED STONE SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID W(TH HOLES TABLISH GRADES TO ES ABSORPTION BED WASTEWATER SYSTEM PLAN DOWN IN ALL CASES. SCALE. 1"=20' ABSORPTION BED SECTION NTS ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE GRAP,HIL SCALE DISPOSAL FIELD. 110 0 5 0 20 40 00 NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN, INSTALLED. 'IN FEET 4" MINIMUM TOPSOIL ON APPROXIMATE ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WA TER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER ENTIRE BACKFILL AREA; EXISTING GRADE SEED AND ESTABLISH TURF SYSTEM. 25' BED LENGTH CONSTRUCT DRAINAGE SWALE UPGRADE� OF SYSTEM", IN ORDER TO DI VER T SURFACE RUNOFF, AROUND SLOPE-� SLOPE ABSORPTION FIELD. -ED SEPTIC TANKS & ABSORPTION BEDS MUST BE INSPECTED BY TOWN OF QU�;BURY BUILDING INSPECTOR AND EXTENSION TO GRADE UGGES7 INSTALL POLYETHYLENE V WITH TAMPER RESISTANT- ACCESS COVER (NON-TRAFFIC .. .. .. .. 3�jn -LVN 0 1 S AREAS) DESIGN ENGINEER PRIOR TO BACKFILL AND FINAL GRADING. SIHI NO d0j Hi �COI CSIO�HiOj?�V3N 4 SDR-35 PVC PERFORATED-1 FILTER FABRIC, SYSTEM MATERIAL SPECIFICATIONS AIIVNOS�3d 3AVH IMnooci SIH-i NO NMOHS 12 MIN, CO VER TEE BAFFLE LATERAL INSTALLED NEAR ABSORPTION BED,PROFILE TENCA TE MIRAF1 140P�� 013 'S3ON3J 'S33U 'S113M 'S3snOH_SV Hons LEVEL, IN BED CONFIGURA TION N TS OR EQUIVALENT ABSORPTION BED AGGREGATE sioarao 11V C13A83SOO 60 N33S,IAVH I -112- WASHED CRUSHED STONE. 114" PER FOOT STONE IS TO BE 314" TO 1 -1d loid :DlidDS 12" MIN. COVER : - NV MIN. SL OPE 4 118- PER FOOT DISTRIBUTION BOX EFFLUENT SEWER PIPE MIN. SLOPE PIPING TO BE 4 SDR-35 OR SCH-40 PVC, INSTALL W/TH 118-,PER FOOT MINIMUM SLOPE. 4 HOUSESEWER FILTER FABRIC LIQUID LEVEL 4" EFFLUENT SEWER 4 PERFORA TED P VC LA TERAL S LIMI T OF 15'x25' INSTALLED NEAR LEVEL IN FILTER FABRIC TO BE 4.8 OZISY NON-WOVEN SEPARA TION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. WATERTIGHT SLEEVE TONE BED BED CONFIGURA TION HOUSE SEWER PIPE BAFFLE SEAL (TYP.) 2" MIN. PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 114 PER FOOT MINIMUM SLOPE. 76" 5 TOPSOIL VELERS TO ASSURE)/ USE SPEED LE MIN. ALL OUTLETS ARE AT EXACTLY THE 2" MIN. DROP PLACE 4 MINIMUM TOPSOIL OVER EN77R r B ELEVATION PROPOSED E BACKFILL, AREA. SEED, MU I LCH, AND ES A Ll HITURF SAML BETWEEN INVERTS .. ........... ........ DISTRIBUTION BOX PVC SDR-35 SOLID HEADER TO 4 ER TO -2-7 4" PVC EFFLUENT ABSORPTION FIELD, 1/8" PER FOOT TAX MAP # 309.9 MIN SLOPE ENGINEER IS A VIOLATION OF NYS EDUCATION LAVI. LIQUID DEPTH SE VIER OPY ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL r FILE C 0 MIN.60" MAX SEPTIC TANK NOTES 15' -000683-2017 ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF OR .. . .. SEP HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES 309.9-2-7 V-4 EQUIVALENT. tAE ead Eq ulipment Arrowh 2.5 , commercial Sep 10, A� MAXIMUM 4X WIDTH ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE 106 Luzerne R6ad " TI TINS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY tic Aiteration TO ACHIEVE A STABLE BASE. Uj ISSUED FOR PERMIT 10123117 TRAFFIC AREAS SHALL BE OF EXTRA HEA VY CONSTRUCTION z SEPTIC TANKS INSTALLED IN 0 5' 4 Revisions DESIGNED FOR H-20 WHEEL LOADING. r FN ol Date PROPOSED 1,250 GAL. PRECAST CONCRETE SE)TIC TANK ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE 25' All, 10 TESTED BEFORE BACKFILLING. WAS I WA TER SYSTEM PL__AN_&DE_T--A/LS ABSORPTION BED PLAN I sam x�E)NIC11ino SEPTIC TANK DETAIL NTS prepare r, no JO NMOi SCALE. NTS Arrowhead jquiqent---�' Dig ftallfelyffi MAP REFERENCE: 106 LuzerH d 130 BASE MAP INFORMATION FROM "PROPOSED SITE Town of Queensbury, Count)�-N-Y— Newoffork - a 0 Call Before You Dig PLAN - GRADING, DRAINAGE, AND LANDSCAPING 0 Wait The Required Time PLAN,- LOCATED. IN THE TOWN OF QUEENSBURY, Drawn: JRS Checked: GTH caia., N TED 012017 0 Confirm Utility Response 777 •Respect The Marks WARREN COUNTY, NEW YORK, PREPARED BY •Dig With Care SCHODER RIVERS ASSOCIATES CONSUL TING bueensbury, NY 12804 ENGINEERS, P.C.. DATED DECEMBER 10, 2004. LAST 291199-01 800-962-7962 REVISED JUNE 24, 2005. (518) 745-0307 Phone www.digsafelynewyork.com Hutchins Engineering. (518� 745-0,398 Fox -