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SEP-000393-2017 „4,10w, - 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-000393-2017 Date Issued: Monday, July 9, 2018 This is to certify that work requested to be done as shown by Permit Number SEP-000393-2017 has been completed. Tax Map Number: 309.13-2-10 Location: 460 BIG BAY RD Owner: Curtis Lumber Applicant: Stone Installations This structure may be occupied as a: Commercial Septic Alterations 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, No, 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-000393-2017 Tax Map No: 309.13-2-10 Permission is hereby granted to: Stone Installations For property located at: 460 BIG BAY 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 Tvce of Construction Owner Name: Curtis Lumber Septic Disposal-Commercial $0.00 Owner Address: 460 BIG BAY RD Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Stone Installations 4305 Route 50 Saratoga Springs,NY 12866 Plans&Specifications Commercial Septic Alterations $75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,July 6,2018 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensb before the ex tion/datek�dly Dated at the Town of ueensb /Thur ,2017 SIGNED BY: �.k' y for the Town of Queensbury. Director of Building&Code Enforcement ECIEuv SEPTIC DISPOSAL rermit#: r��r2��.b„ry 4ft 742 Bay Road,Queens u 1 ; O �O)l P:518-761-8256 ww b . t Tax Map ID#: O ) RJ +�• Invoice#: aOOS I DING&CODESProject Location: a epcaranceYes No Primary Owner(s) r Mailing Address LIZO i � R ttvr v^ l/ 17,goil Phone& Email g 3/1 Installer/Builder } I Mailing Address p t, 7v AIR /Z$ Phone& Email 2- 6-70 .e— Engineer W c.» K •e Mailing Address 27,s Phone& Email /7—oc Contact Person for Building&Code Compliance: Garr ✓r- r c Phone: 37-- 47o-7 RESIDENCE INFORMATION: Year Built N-ofbrdr6bT s7 mom =total daily flow Garbage Grinder Yes No 1980 or older O O 6Installed? (circle one) 1981-1991 CD Spa or Hot Tub Yes o Installed? (circle one) 1992-Present PARCEL INFORMATION: Topography Flat Rolling _Steep Slope _%Slope Soil Nature Sand _Loam _clay _Other Groundwater At what depth? ii 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: 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 Via- Total length M ft.; Each Trench ft. Seepage Pit with#3 stone How many: ;Size: C orf 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 regul ions and agree-W abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. _ PRINT NAME: eGh (l�(/ G U DATE: SIGNATURE: DATE: Town of Queens bury Ilding&Co a nfor ent Revised February 2017 DESIGN INFORMATION SITE INFORMATION: SOILS INFORMATION: GENERAL NOTES: DESIGN FLOW DESIGN PERC, REO'D LENGTH OF TOPOGRAPHY AT TREATMENT AREA IS RELATIVELY LEVELSEE NOTE SHEET. CALL ENGINEER TO GAL.ZDAY HAIL LATERALS* PT = PERCOLATION TEST(LOCATIONS, SEE PLAN)DTP DEEP TEST PIT CLARIFY ANY DESIGN DETAILS. SITE = PROPERTY SUPPLIED WITH PUBLIC WATER. TEST PERFORMED ON 05-26-17 . RAINING. LAYOUT BASED ON CONDITIONS NOTED 600 GAL/DAY 1-5 MPI 250'-257.=188LF NO WELLS DISCOVERED OTHER THAN NOTED ON PLANS. DURING SITE VISIT. [ r L V DTP g1 (SEE SITE PLAN FOR LOCATION) USE DIMENSIONS GIVEN: DO NOT *SEE NOTE BELOW 0"-2" SAND TOPSOIL SCALE DRAWINGS. 2"-11" BROWN SAND FILL, COARSE FULL TIME INSPECTIONS ARE NOT PROPOSED INSTALLATION: 11"-14' BROWN SAND, COMPACTED PERFORMED. NOTIFY ENGINEER 24HRS gI �I�1 e( \eau r MOUND WITH GRAVELLESS CHAMBER LATERALS. RANCOR ARC 24 14"-60" LIGHT TAN BROWN SAND PRIOR TO BACKFILL � NO GROUND WATER NOTED. ALL PERMITTING/VARIANCES TO BE I , TOTAL NUMBER OF LATERALS = 5 OBTAINED BY CONTRACTOR AND/OR A LENGTH OF EACH LATERAL = 50'—O" PT #1 STABILIZED PERCOLATION RATE: 2:10 MPI PROPERTY OWNER. PT #2 STABILIZED PERCOLATION RATE: 2:40 MPI TOTAL LENGTH OF LATERALS = 250 > 188 * PER NYSDOH APP. 75—A(FEB 3, 2010): A 25% REDUCTION IN TRENCH LENGTH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS WITH 1.6SF/FT OF BOTTOM AREA & VOLUME OF 7.5GAL/FT & OPEN PROJECT L®CATION PLAN SIDEWALLS. TABLE 6C OF NYSDOH "GREEN" HANDBOOK. 460 BIG BAY ROAD F ILL GaPY NORTH NOT TO SCALE It is a violation of NYS education law article 145 for any person, unless he/she is acting under the =®opo®o®oc3_�®oc====o000c=oo©�®000Q direction of a licensed professional engineer, to alter an item in any way. Refer to education law §7209. SEPTIC PLOT PLAN I HAVE SEEN OR OBSERVED ALL OBJECTS LOT INFORMATION: 0 SUCH AS HOUSES, WELLS, TREES, FENCES, ETC SHOWN ON THIS DOCUiv1ENT.I HAVE PERSONALLY TAX MAP 4#1- 309.13-2-10 PROPERTY LINE TREE MEASU EDTHEDISTA E T FORTH ON THIS DIAGRAM. TOWN OF QUEENSBURY (rn, ) 5 50 RANCOR ARC24 --�, (l CHAMBERS, SEE DETAILS. SIGNAT RE DATE LOT SIZ 6.97± ACRES f' 10 IN. \,5 PROVIDE SILT FENCE TO 3 y - - p NOTES I PREVENT ANY RUN-OFF FROM PROPERTY L.. _ :. eOd�GdlJ � - M / PROVIDE INLET PROTECTION. D ate O r moi® PREVENT SOILS FROM ENTERING - a / p INLET. � ,s.'' : t if!1 ' s 6' / > D-BOX (� QWPARKING LOT 4"OSCH40/ _-__ �`� -� CL / NEW 500 GALLON CONCRETE DUPLEX PUMP FORCE MAIN TANK WITH RISER AND ALARM, SEE DETAILS.1.5" 1 / � .J ?• a te _. _ CD >+ EXISTING FAILED // PUMP ELEC. SERVICE & HIGH N J 0) N SEPTIC AREA // LIQUID LEVEL ALARM (AUDIBLE r ,N Fn / & VISIBLE LOCATION) q'iIt p E O M CO 0 G . -- I PROJECT, FENCE \,O .:./ EXISTING 1000 GALLON CONCRETE REPLACEMENT SEPTIC DESIGN MOUND S'. TANK WITH RISER, INSTALL FILTER, CURTIS LUMBER - BIG BAY RD. \/\, . SEE DETAILS. PUMP OUT ANNUALLY. 460 BIG BAY ROAD, QUEENSBURY, NY 12804 (TOWN OF QUEENSBURY) DRAWING TITLE: AS-BUILT TIE-IN DIMENSIONS FT \�F%// �,OFNER'y �g� A B K . o RIKENGINEERING, LLC SEPTIC SITE PLAN CD \\ / Q225 518.58 GGLERIP TANK o� SEPTIC SITE PLAN CU R TI S FILE NAME SITE SCALE 1" = 20'-0" N D—BOX / PLOT PLAN INFORMATION OBTAINED FROM GIS, SITE LUMBER ,tom z NO. SUBMITTAL / REVISION PP7 DATE L1 BEGIN SURVEY AND AS REPORTED BY OWNER. PARTIAL ♦ DATE JUNE 2017 a F L1 END PARCEL SHOWN, SEE SURVEY FOR FULL PARCEL WAREHOUSE U'. + , 10 a ISSUED FOR REVIEW/APPROVAL RKR 5/26/17 REVISION A o 0 THIS DRAWING DOES NOT REPRESENT A LAND SURVEY L5 BEGIN AND MUST NOT BE CONSTRUED AS SUCH. A15 Q SHEET L5 END �PESSIO� C-001 1 of / 3 MOUND TOPSOIL FOR SETTLING. SEED AND COVER WITH STRAW. DUE TO GRADE CHANGE 6' 6" SPACING OF TYP. MIN. BURIAL DEPTH WILL VARY. ABSORPTION INSTALL LATERAL END VENTS GRAVELLESS NATIVE IF TOP OF CHAMBER >3' DEEP. TRENCHES = 6' O.C. CHAMBER EARTH ' BACKFILL IIII- I- 1=1 11- I I t- 11=11 III it II I II II " 1=III=III—II' III Ihlllll�lh�ll IIII-12 CHAMBER — —11—I-1 T" ONE ONE CHAMBER 1=1 HEIGHT z PROPOSED GRADE, SLOPE TO LONGITUDINAL SECTION 2DRAIN. SEED AND MULCH. DO NOT SMEAR SOILS DURING `V INSTALL LEVEL. REMOVE EXCAVATION. DEBRIS, RAKE FLOOR & WALLS. 'W------- GROUND WATER, BEDROCK OR PER NYSDOH APP. 75—A(FEB 3, 2010); A 25% REDUCTION IN TRENCH LENGTH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS WITH 1.6SF/FT IMPERMEABLE STRATA OF BOTTOM AREA & VOLUME OF 7.5GAL/FT & OPEN SIDEWALLS. ADS HANCOR ARC 24 CHAMBER MODEL GRAVELLESS CHAMBER SHALLOW TRENCH TREATMENT SECTION It is a violation of NYS education law article 145 for SCALE: NTS any person, unless he/she is acting under the direction of a licensed professional engineer, to alter OVER—SIZED DISTRIBUTION an item in any way. Refer to education law §7209. BOX APPROVAL STAMP / NOTES D-BOX TO 0 _ HENT FROM CHAMBER PUMP TANK LAYOUT MAY VARY 50' TYP, SYSTEM COMPONENTS SHALL BE -- -- — MAINTAINED. TANKS SHALL BE PUMPED OUT AND INSPECTED EVERY 2 YEARS PROJECT, -- OR LESS FOR OPTIMAL PERFORMANCE; EFFLUENT FILTER (IF INSTALLED) SHALL REPLACEMENT SEPTIC DESIGN / MOUND SYSTEM BE CHECKED AND CLEANED REGULARLY. OTHERWISE PREMATURE CURTIS LUMBER — BIG BAY RD. -- — -- -- FAILURE COULD OCCUR . 460 BIG BAY ROAD, QUEENSBURY, NY 12804 (TOWN OF QUEENSBURY) DRAWING TITLE: o RKINGINEERING, PLLC DETAILS 225 RUGGLES RD.,SARATOGA SPRINGS,NY 518.581.3893 FILE NAME DETAILS a W SCALE AS NOTED N.I ( N0. SUBMITTAL / REVISION PP'D. DATE s6 TYP, � ,z DATE JUNE 2017 A ISSUED FOR REVIEW/APPROVAL RKR 5/26/17 0 o LATERAL LAYOUT PLAN �A 795�h �y�' REVISION ASHEET a a SCALE: NONE �OFESSI�� FIF C-100 2 OF 3 CONTROL RELAY IN WEATHER MANHOLE COVER (LOCKABLE) 50 PROOF ENCLOSURE VENT <o r--r-r---------- 24" DIA INCLUDE AUDIBLE AND VISUAL ALARM I I I I i IN VISIBLE LOCATION, TBD BY GRADE HOMEOWNER. CONTROL PANEL SJE 30 INLET IIi�i� I OUTLET RHOMBUS IFS OR EQUAL. EFFLUENT I I I I I -------------E� 5 r bITERT PUMPSRE OVAL R \� PROVIDE EFFLUENT 0 `o FILTER. SEE NOTES. HIGH WQUICK DISCONNECT ALARM SLIDING COUPLER 0 PROMDE RISER AND EFFLUENT FILTER EFFLUENT— zo o 60 so LOCKABLE COVER FLOW GPM1 START LEVEL FORCE MAIN 'HP;3 1 SHEF30 [ISHEF.2 BACKFILL WITH CLEAN NISHED GRADE — N—SITE MATERIAL PLACED LEVELCONTROL SWITCHPRESSURE FITTINGS C Ps0 sHEF.o sHEF<;INCH LIFTS AND TAMPED EFFLUENT FILTER TOP SOIL, SEED & MULCH DOSE HEIGHT �s �/� �+LgSEE CALCULATIONS SHUT OFF LEVEL ----- 1/4" HOLE ON PUMP LOUR VES SHEF3®��� "�� �� " '������'"WATERPROOF SEAL DISCHARGE SIDELEVEL CONTROL SWITCH NOT TO SCALE OF VALVE. SLOPE12" MIN EFFLUENT LINE TO INLET INVERTPOLY RISER DRAIN PUMP LEVEL CONTROL SETTING: INLET 2' ABOVE OUTLET INVERT OUTLET TWO -EFFLUENT PUMPS SIZED CHECK VALVE PUMP TANK INSIDE DIMENSIONS: 6" MIN. PEA GRAVEL FOR HEAD LOSS (FRICTION & L X W X 1'H = CF CAULKED \ m CAULKED OR COMPACTED SAND ELEV.). (SEE PUMP SELECTION JOINT QUI JOINT TO BE PLACED UNDER FOR SIZE) TOTAL CF X 7.48ga1/cf = GAL/1' SANITARY a LE SANITARY TEE W/ TANK c EFFLUENT FILTER SINGLE COMPARTMENT CONCRETE TANK OR EQUAL TEE v v �ULKHEAO POLY TANK IS NOT ACCEPTABLE AT THIS SITE. GAL/1' _ 12"/1' = GAL/INCH cy 3" MIN PUMP SELECTION: DOSE HEIGHT = GAL / GAL/INCH HYDROMATIC SHEF30 OR APPROVED EQUAL. NEW 500 GALLON DUPLEX PUMP TANK INCHES BETWEEN —_ BAFFLES IN LIEU OF ��3" PEA GRAVEL, SAND OR ON/OFF SWITCH SANITARY TEES AS CRUSHED STONE SUBBASE NOT TO SCALE GUARDIAN SEPTIC TANK OR UTOPIA SEPTIC TANK OR APPROVED EQUAL NOTE: OPTION TO THE FOR LEVELING CONTRACTOR PROVIDE INTERIOR TANK DIMENSIONS AND 1. A MINIMUM OF 3" CLEAN SAND OR PEA GRAVEL, OR 5" OF WASHED 4 1/2" CONSULT ENGINEER FOR SETTINGS. AGGREGATE 3/4"-1 1/2' 0 SHALL BE PLACED UNDER TANK. c,\ —"I CC'— 2. MINIMUM TANK CAPACITY AS FOLLOWS: jO�FPnoNAL LOAT APPROVAL STAMP / NOTES — FOR 3 BEDROOMS OR LESS TANK SHALL BE 1,000 GALLONS, WITH SWITCH 27 S.F. SURFACE AREA. ALARM — 4 BEDROOMS SHALL HAVE A 1,250 GALLON TANK WITH 34 S.F. SURFACE AREA gem — FOR EACH ADDITIONAL BEDROOM ADD 250 GALLONS & 7 S.F. g CV SURFACE AREA. — FOR HOT TUB/SPA AND/OR GARBAGE GRINDER ADD 250 22 LINEAR GALLONS TO TANK SIZE FOR EACH. M FEET OF 3. BUILDING TO SEPTIC TANK: 4" PVC SCH. 40 PIPE, LIQUID TIGHT JOINTS, 00 1/16' SLOTS I MIN. SLOPE 1/4" PER FOOT. NLET OPENING 4. SEPTIC TANK TO D—BOX OR PUMP TANK: 4" PVC SCH. 40 PIPE OR SDR35, LIQUID TIGHT JOINTS, MIN. SLOPE 1/8" PER FOOT. 5. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDLINES. ' FRONT NEW FRONT VIEW SCREEN HOUSING EXISTING ISD CONCRETE SEPTIC TANK POLY-LOK FILTER DETAIL (MODEL PL-122) NOT TO SCALE SCALE: 1" = 1'-0" OR ZABEL FILTER MODEL A300 FILTER REQUIRES MAINTENANCE ACCORDING TO MANUFACTURES STANDARDS PROJECT: REPLACEMENT SEPTIC DESIGN / MOUND SYSTEM CURTIS LUMBER - BIG BAY RD. DRAIN—OUT VOLUME: DOSE: 460 BIG BAY ROAD, QUEENSBURY, NY 12804 (TOWN OF QUEENSBURY) FREQUENCY = 4 DOSES PER DAY DRAWING TITLE: FORCE MAIN SHALL DRAIN BACK TO PUMP DOSE = 600GPD / 4 DOSES PER DAY = 150 GAL. �OFW TANK DETAILS TANK. j K . RKENGINEERING, [ LLC 1 a 225RUGGLES RD.,SARATOGA SPRINGS,NY FORCE MAIN DRAIN NOT EXCEEDING 20% DESIGN VOL. = 120 GAL. ,�4' l�A 518.581.3893 FILE NAME TANK 0.0638GAL (60') = 4 Gal. f SCALE AS NOTED N_I z N0. SUBMITTAL / REVISION APP'D. DATE DATE JUNE 2017 DOSE SETTING = USE 100 GAL. DOSE tP E Ch A ISSUED FOR REVIEW/APPROVAL RKR 5/26/17 REVISION A o w o +d �9 5 ti SHEET a a �OFBSSIO�� C-501 3 OF 3 EEL_r q OF QUEENSSPRY -10" BUILDING&CODES M,�ZUJIULAL INSPECTION SERVICE,INC. III()Met 176 Doe Run Road-Manhein, PA 17545 1 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL I Permit No...................... N2 ................ rt, 42340 Cut-in Card No..................................... Owner....................C.w.r.4-.:rA.S ............................................... ............. .............. Location.............. Installation Consistin$of 3 ..............q. ............ .................. ................_.5 a x r< s........... ................1..................................I............ ........................................I................................................................................................ ............... Installed By....... .................... ......&Af�05AJC..........................Lie. No.......--...........................-.............. The conditions following governed the issuance o ?this certificate.and any ce"iflutc Previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions 43 of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making inspections at any time. and if its rules are violated, the Company shall have the right to revoke this certificate. Date..........$ ................. INSPECTOR .Member NAPA,LA'E­'l.­* TO 39Vd oiawnW N08 08SI86L 09:1T LTOZ101180 6EE o0o3g3--LON7 08/10/2017 11:48 7981584 RON MUMBLO PAGE 01 } 1 i Iuspcotor's No. L 7 9,7 C ';;• Date Q 30 _1:1 COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC. a (Consulting and Flreinspecilon Services) (Incorporated in the states of New York,Pennsylvania,and West Virginia) Dashing Certification of Approval,application is made for inspection of electrical installation in the prenlitt�s described bt low.On demand,appHawt agrees to pay for inspection service in accord with schedule of charges. PLEAS9 PR JJ T OWAW •^ TLe _a,.,,,. Le/- f7`6xe, XnS i 'type Building:�welling Other (piwee Specify) Job Location_ L a /i 1,6e /3 A A 17 City 6 State u•/ r. Coumy4 t is a Permit Ft Pemdt# M/Ck.— Swimming Pool:Inground Abovegmitti Bonding pale Application Foi Rough Wiring❑ Fixtures ❑ Service❑ or '3- 17n Cd R .yU_� s Work•Now C1 Additional M Bldg,-New❑ Old Q Ready for Inspection A= ucexerr , rgoger r'-"" norD"eeeewen �vm �'•_ ar oan meoae a ,way SPACE BELOW FOR UBO DF INSPECTOR$ONLY Swltc Water Heater Service Equlpt Reca$Rpt s Pump ^Service Equlpt ---- �. GFCI Peddle Pan Panel AMPt .Paddle Fan/Lloht Dryer Rec wants vent Fan washer RSO Ughts Air Conditioner Dishwasher Asher Arc Smoke aieotors AFCI Breaker Mlcroweve Roo 3171101(al 0 Detectom GFCI Weaker Garbage Disp Rao Inspeotor's Com sents: IBspeotor: For Certificate Job Notes i. ,]] n . . Installed By(ifobaer than applicant):' 0FF)CE USE ONLY (NOR<INSPECTEDgePoa CTIRC-0 TED' 9 Pae PATO SERVICE DATRO -----i-- ` "l Date Received: t TOTALS R.W.DATE . owl** NO: Certificate No.: FINN'DATE b/-4-17 oocuFANT CREDIT CARD CERnFICATE,NEEDED AGENT CASH { Dgte'Se11C s OYES DDUP LT�CGO CHARGE p WSPECTOR FINAL FIS PROGRESS,FEE %. iTEU Apput:An4 ErtPIREs ONE YEAR FROM PATE MAKE ALL PEES PAYABLE TO C.E.LS. S t