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SEP-000728-2017 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 4b�t- --o Community Development- Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SEP-000728-2017 Date Issued: Monday, June 18, 2018 This is to certify that work requested to be done as shown by Permit Number SEP-000728-2017 has been completed. Tax Map Number: 302.14-1-66 Location: 3 SPRUCE CT Owner: Matthew O'Connor Applicant: IBS Septic 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, VVV 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-000728-2017 Tax Map No: 302.14-1-66 Permission is hereby granted to: IBS Septic For property located at: 3 SPRUCE CT 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: Matthew O'Connor Septic Disposal-Residential $0.00 Owner Address: Total Value $0.00 Contractor or Builder's Name/Address Electrical Inspection Agency IBS Septic 2 WARREN ST Glens Falls,NY 12801 Plans&Specifications Residential Septic Alteration $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,November 27,2018 (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 th expiration d t ) Dated at the Tof Que bury; 4 ,November 27,2017 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PERMIT APPLICATION Office Use Only 742 Bay Road,Queensbury,NY 1280417 P: 518-761-8256 www.gueensbury.net Permit#: 4& �1a1� p�O Tax Map ID#: Permit Fee: $4--D! _; Invoice#: Project Location: IV(A ti Septic Variance? Primary Owner(s) Mailing Address S r Phone & Email -° _ " Installer/Builder ZQS 5e f` CTOWN OFQUEENSB RY Mailing Addressrr EN Phone & Email -� Engineer F_+ h6i Mailing Address Phone & Email 2 u��@ vN 'CU p V Contact Person for Building&Code Compliance: EPhone: RESIDENCE INFORMATION: Year Built #of bedrooms X gallons per bedroom =total daily flow Garbage Grinder Yes N 1980 or older Installed? (circle one) 1981-1991 Spa or Hot Tub Yes Installed? (circle one) 1992-Present PARCEL INFORMATION: Topography lat Rolling Steep Slope %Slope Soil Nature Sand Loam Clay Other Groundwater At w at depth? Bedrock/Impervious material At 4hat depth? Domestic Water Supply _ unicipal _Well (if well, water supply from any septic system absorption is_ft.) Percolation Test Rate: per minute per inch (test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size 1 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 LCft.; Each Trench 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: L kr" �Q r Re I t DATE: SIGNATURE: DATE: I� Town of Queensbury Building&Code Enforcement Revised February 2017 < y TOWN OF QUEENSBURY —� I BUILDING & COQ S EPI" Revie dl,�ylI IJII h11 h GRADING NOTES GENERAL NOTES Date: BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM CONCRETE OR STONE EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM WARREN COUNTY TAX MAP AND NOT FROM ACTUAL = - hn MARKER ABOVE ALL - IL COPS' N TOPOGRAPHIC SURVEY INFORMATION BURIED COVERS AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR RECOMMENDED. LADE FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. LEGEND ALL BARE-EARTH AREAS SHAD. BE SEEDED AND MULCHED AS SOON AS IS REASON- _ - - - - - ^ PROPERTY LINE 1 IABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHALL BE INLET BAFFLE 12" MIN. LIVER OVER SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER ---------------------- 10'-0" PROPERTY LINE SETBACKS ALL STRUCTURES #1 DISTRIBUTION BOX CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE _ m I Z ( { / E -E -E E UNDERGROUND ELECTRIC SERVICE = r' + BY FORT MILLER OR -Ni DESCRIPTION ( DATE SMALL� EQUAL I o FROM SEPTIC-- TRAPS, SHALLEBE CONSTRUCTED WH RE LONG SLOPES STRIPPED�OF COVER ss = = SANITARY SEWER Q 4" PVC � DITCHES, w w w w REVISIONS 111.1 III I I� m 1 TANK I ® Q ® I , GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. WATER SERVICE ' I � ALL OUTLET INVERTS NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING = !' EDGE If, 1,lil., i,ll lJl lu .a„u1,ll II II IIIyJI 11 j.:Ih1LJ, r r^i TO BE SET AT / E C>F PAVEMENT t° OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND = W r _ _0 PEA EXACTLY THE SAME UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR (4) O o GRAVEL ELEVATION. FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 SEWAGE DISPOSAL SYSTEM NOTES ' z (USE OF SPEED LEVELERS POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. _ _ = = Z = o REQUIRED) Z 0 ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE; THERE SHALL BE NCI CHANGE ON THESE PLANS IN ADVANCE OF OR DURING Li.l a n w CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE _ 1” _ t I GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. w j., D " DISTRIBUTION S TR I B U TI O N B O X TOWN BUILDING INSPECTOR. W 0 12 -0 zo © _ v I N.T.S. FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS �/ Q = + ; SWALES AND DITCHES. w I4 ~ Q SHALL COMPLY WITH THE LATEST EDITION(S) OF THE NEW YORK STATE o = l„ DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL a Q Q z " HOUSEHOLD SYSTEMS APPENDIX 75-A, _ ,,v 0 c cn O = O = O TEST PIT INFORMATION GRAVEL.TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED = - 10' MIN. I I I ; I ; ( - U CO00 r`ro yo FUTURE POOL TEST PIT INFORMATION TAKEN - 26 OCT 2017 $Y - o a ° GRADING NOTES GENERAL NOTES -- -- -- -- -- -- -- -- -- -- BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM CONCRETE OR STONE EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM WARREN COUNTY TAX MAP AND NOT FROM ACTUAL MARKER ABOVE ALL TOPOGRAPHIC SURVEY INFORMATION BURIED COVERS AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR IV� ED RECOMMENDED. FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. LEGEND II ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- —-- -- --— PROPERTY UNE I I INLET BAFFLE 12" MIN. OVER OVER ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHALL BE ---------------------- 10'-0" PROPERTY UNE SETBACKS I ALL STRUCTURES SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER I1 #1 DISTRIBUTION BOX CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE E —E E E UNDERGROUND ELECTRIC SERVICE 0 I AS-BUILT �5 DECEMBER 2011 BY FORT MILLER OR No. DESCRIPTION DATE EQUAL ss —ss ss ss SANITARY SEWER I I FROM SEPTIC---� 4" PVC �M SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT REVISIONS TANK ! 0 0 0 I TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER w — I � I GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. WATER SERVICE 1 I tV °uw cfl I I °° ALL OUTLET INVERTS NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING E/f' EDGE OF PAVEMENT o °° wTO BE SET AT OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND I , PEA:---/ EXACTLY THE SAME UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR (4) _ N AD i GRAVEL ELEVATION. FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 SEWAGE DISPOSAL SYSTEM NOTES F-- z W z (USE OF SPEED LEVELERS POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. = z I I ) U 0 - REQUIRED THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING W z ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NW YORK STS it o M 'Kill GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE F- a V) Z) 12•_0" I D I STRI B UTION BOX TOWN BUILDING INSPECTOR. V z 2 0 N.T.S. FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS a a X SWALES AND DITCHES. SHALL COMPLY WITH THE LATEST EDITIONS) OF THE NEW YORK STATE < `` o a DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL Q g o z �� I HOUSEHOLD SYSTEMS APPENDIX 75-A. 'J E W W 0 4 5O TEST PIT !N FO R M A TI 0 N SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED o U ; W 0 N N a O s s GRAVEL. � a z iii I TEST PIT INFORMATION TAKEN - 26 OCT 2017 BY " o o o vT J o F FUTURE POOL SEPTIC TANK TO HAVE SCH 40 PVC r AT INLET AND OUTLET. Y _ > 1 1 I I I 7 d::r O z >- I I ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE - INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW UNE � t u o z BY OTHERS — OUTLET 14" BELOW FLOW UNE, _ i ' °' 00°O N P jr i Z r\t`— > z 6 ABOVE FLOW UNE Z -- a- I 3" AIR SPACE ABOVE "T" TO TOP OF TANK x I° "'"' �' a J TP-1 v � v � � � a) — I NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE �/ o `� '" " E °' ooE I i I I 0-11" DARK BROWN ORGANIC TOPSOIL CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER w c� >>� w SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. 11-26 MEDIUM BROWN TO RED SAND I o ' THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A I i Iii i I CLASSIFIED BODY OF WATERWORK IS TO BE AS SHOWN & 26-49" LIGHT BROWN SAND . NOTED AND IN ACCORDANCE s i 1 'n WITH MANUFACTURER'S 1 HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM 49-64" LIGHT BROWN TO GRAY SAND RECOMMENDATIONS, TRADE I I I ! I 1 REPUTED LOCATION OF SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26 ASSOCIATION PUBLISHED TAT I PREVIOUS DISPOSAL FIELD WITH TIGHT JOINTS, MINIMUM PITCH 1 8" PER FOOT. SANITARY DISPOSAL FIELD: s TO BE REMOVED ROOTS TO 48" " / " RECOMMENDATIONS AND NO STANDING OR SEEPING WATER- SAND Q 54" IS MOIST 4 0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16- PER FOOT, CAP ALL ENDS. GENERALLY ACCEPTED LOCAL MOTTLING ® 54" CONSTRUCTION INDUSTRY THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO PRACTICES. PERCOLATION TEST INFORMATION FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO NEW D-BOX TEST PIT INFORMATION TAKEN - 26 OCT 2017 BY THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY THE SEPTIC TANK. THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR 0 P T I I I —1 THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS 2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN. MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF � N HEALTH TOWN OF COLONIE AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. LOCATION OF CONCRETE 1st TEST 1'-15" 3rd TEST 2'-02" THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR C.� O ISEPTIC TANK TO REMAIN 2nd TEST 1'-43" FUTURE EXPANSION OR REPLACEMENT. 00 DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO: "-.4 U LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW -1�, • 0 RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. O I DECK ( SEPTIC SYSTEM DESIGN SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE I I ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE I I DESIGN FLOW - EXISTING 3 BEDROOM HOUSE WITH WATER SAVING AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND �•--� �j FIXTURES AT 110 gpd PER BEDROOM = 330 gpd MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET cd SEPTIC TANK - 1,000 gal TANK REQUIRED- REUSE EXISTING BAFFLE OR SANITARY 'i THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY U :5CHAMBER IN MULTI-COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS �..� a Q 4) I I ABSORPTION FIELD 1 TO 5 MIN. PERC. RATE APPLICATION RATE SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. 4.4 4u I I 1.2 gal/day/sq. ft. - 330 gpd DIVIDED BY 1.2 gal/day/sq. ft. = • O 275 sq. ft. OF TRENCH REQ'D. AT 2' WIDTH PER LATERAL USE 3 LATERALS WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER " a AT 50 = 300 sq. ft. OF APPLICATION AREA. CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVEa .�.� I DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REP cu • i I LACED. 4 [-4 41 CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. - 29-0" - - 4'-O" - - 2'-0" 4-A- �,I Q�ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A r� LOCATION OF DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR V I� HOUSE i OVERFILL TO ALLOW DISINFECTED AFTER BEING PUMPED OUT. 4) II FOR SETTLEMENT SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND r� F...i ►� MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED V1 INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE. M DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC EARTH �- GEOTEXTILE FABRIC SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS g BACKFILL IOR CLEANERS INTO SINKS OR TOILETS.I w 2" MIN.— `6 N I I o �/ 4" PERFORATED WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC a_ ZLATERAL SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN. �O�p a �I �� " " NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF I I �*FA,0090noo n O- o, INSITU MATERIAL �- 3 4 TO 1 1/2' THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM. ( ) Z ASHED CRUSHED STONE I I IMPERVIOUS LAYER � 5 FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM I I _ 6'-0' = x THE ABSORPTION FIELD. : 0r ' I VLEVEL TRENCH BOTTOM N' I BARRIER MATERIAL I I 6" MAX. - ABSORPTION TRENCH N SECTI0 I 1 I ' N.T.S. ���d�� _ —= �6- MAX. II " SLOPE_ - i I 12 MIN. 2" MIN. n n J u n A n n n n r% CAD FILE NAME ACAD\I1BS\M.000NNOR\C-1 NOTES: ��� \-4'* PERFORATED PVC LATERAL, SCALE SLOPE 1/16--1/32" PER FT. AS NOTED DO NOT INSTALL TRENCH IN WET SOIL LEVEL TRENCH BOTTOM THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY 24" MIN. /—INSITU MATERIAL AND IS IN RED INK. ONLY SEALS IN RED INK RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GRAVEL OR STONE. (IMPERVIOUS LAYER) SHALL BE CONSIDERED TRUE ORIGINALS DRAWING TITLE END OF ALL DISTRIBUTOR PIPES MUST BE PLOT PLAN SPRUCE COURT PLUGGED UNLESS INTERCONNECTED. �,,I� �_- ���I ��� P D � SLOPE DISTRIBUTOR PIPE ® 1/16--1/32- PER FT. ABSORPTION TRENCH PROFILE ��' � AND SEPTIC N.T.S. DESIGN i PLOT PLAN ,, y� . , NOTES NOT TO SCALE DRAWING No. C-1