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SEP-000465-2017 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-000465-2017 Date Issued: Thursday, August 23, 2018 This is to certify that work requested to be done as shown by Permit Number SEP-000465-2017 has been completed. Tax Map Number: 240.5-1-5 Location: 50 RUSSELL HARRIS RD Owner: HEIDI TAFLAN Applicant: HEIDI TAFLAN 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 ... Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: SEP-000465-2017 Tax Map No: 240.5-1-5 Permission is hereby granted to: HEIDI TAFLAN For property located at: 50 RUSSELL HARRIS 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 Tvoe of Construction Owner Name: HEIDI TAFLAN Septic Disposal-Residential $0.00 Owner Address: 182 Tam Glade RD Total Value $0.00 Severna Park,MD 21146 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications Residential Septic Alteration $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,August 22,2018 (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 r:Dj te4t,.rO17 SIGNED BY: the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PERMIT Office Use Onlv DATE Received Tax Map ID TAxMAP ID 240.5-1-5 Permit No. fir–P bcb- 2Q1'9-- Permit Fee _ LOCATION OF INSTALLATION 50 Russell Harris Rd APPLICANT Heidi Taflan PHONE/E-MAIL ADDRESS 182 Tam Glade Severna Park MD 21146-1528 INSTALLER/BUILDER: TBD PHONE/E-MAIL ADDRESS: AUG 0 12017 WNER SAME AS ABOVE PHONE/E-MAIL Address CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: Heidi di Taf 1 an PHONE RESIDENCE INFORMATION SEE PLANS Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older Garbage grinder installed —Y _N 1981-1991 Spa or Hot Tub installed _Y _N 1992-Present PARCEL INFORMATION SEE PLANS Topography Flat rolling Steep slope %slope Soil Nature Sand Loam Clay Other Groundwater At what depth? 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 engineering/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION SEE PLANS Tank Size 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? 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 abide b these and all regyir ents of the Town of Queensbury Sanitary Sewage D# posa Ord"nance. Print Name: FI l I, l Date: j Signature: Date: Town of Queensbury Building &Codes Septic Disposal Permit July 2014 TAFLAN RESIDENCE ! I� F,L /\ IE �� /� I� �� I I 0 M-S 9 I I� ON-SITE WW TREATMENT SYSTEM //�� 11 V ll \ �j TT fj Ate_ DRAWING: DRAWING TITLE SHEET: IV /_� S I I � YV A T n I_� I� 1 S P©S /� L SYSTEM I� �\ � COVER COVER 7 OF 6 ll li ll J C1 PROPERTY PLAN 2 OF 6 50 RUSSELL HARRIS ROAD C2 WASTEWATER PIAN 3 OF 6 D7 WASTEWATER DETAILS 4 OF 6 QUEENSBURY NEW YORK PS' I PUMP STATION DETAILS 5 OF 6 I I ECI EROSION & SEDIMENT CONTROL DETAILS 6 OF 6 , tuzaoern ' j 1 islandQ 32 f �j D._ - ---Long- 1 F , li i 201/ I. Island nnhlLnncr n°r , -I - ' A Lake Georga Islands �'. eN ;Campgrounds Office■ Ripley r '' l ti 1 v �= :Point Point m' 1 Jl1Tldre� � i <j PROJECT LOCATION L..,,_,•_ isgD Islan a°r. r Sheldo,� e�}tSkil� - ` leverdal@TvJ, Polnrl :.I: ' amion - Q \ °'curl �"'J =i7 H, `idrd] Point / C)4]Tl4-PP',7;11 Can Ion / rf+, ( � Roc.hOrsl / E;tL ifiEd,�P � Point �u°;ri. � `�r� `�.+' V, Still I ( G �1�1?5 1 5 _ _ S :, 'ilCooper Dla �d_ ua. t SITE oc noN ua 'A �a'j JVG , Point (,ls!nd Assembl i 9 rr ,�, / Amer Point Polnf , I1 Hearthstone Crooked �a ! fri Point. Woods Tree ��_ �e� ro State T_ G" � 46 Campgroundndlu I Point Po�?t LOCATION PLAN r. �`� "J SCALE: N.T.S. F ti•,, „ LEGEND: '•G �_�a EXISTING OBJECTS / BY OTHERS: i`�f,�;. . PROPOSED OBJECTS IN THIS DESIGN. - �k\ /' La v;� . �� - � •.��' EXISTING PROPERTY LINES OF SITE: —-- '``P e ,,. �';} `� -"�.• SHORELINE / STREAM:- ,• �•> C� Y"•� / 4'�`}�d!i° 4. �. �� }' SETBACK SHORE UNE: S] •:� / .,� �,j j _ �1 EX UTILITIES OVER HEAD: DU EX VEGETATION: -W _ ., __ ._:s. ..:._ _------- -—. _z.. SETBACK PROPERTY LINE: Sl 240.5-1-5 SEP-000465-2017 SETBACK BUILDING: S7 Taflan, Heidi PROP SANITARY FORCE MAIN: LA-Ft" NEIGHBORHOOD PLAN PROP SANITARY GRAVITY MAIN: '.5A•'4 SCALE: N.T.S. 50 Russell Harris Rd. PROP SANITARY SYSTEM: �+ Alteration PROP SEDIMENT CONTROL BARRIER: x. x. x- x- x- x- x- x- x-x x Residential Septic Alteration REVISION INDICATOR: TEST HOLE:0 TP # PERCOLATION TEST:IN PT # NOTE REFERENCE TAG: NOTE: G-1 NOTE # C1 SEE DRAWING NOT FOR CONSTRUCTION # FOR NOTE JAR.RETT engineers PLLc�' SUBMITTED TO THE TOWN OF QUEENSBURY FOR REVIEW DETAIL REFERENCE TAG: 1 DETAIL #D1 9 7/31/17_ 0 (NO CHANGES THIS SHEE-n SEE DRAWING # FOR DETAIL Civil ', Environmental Engineering 9/19/16 1 yUBMITTEDTOTOWN'FO ERMITTOCONSTRUCT/1SSUEOFOR CONSTRUCTION F SECTION DRAWING #CUT DIRECTION SOBMITTBD TO TOWN FOR REVIEW a 12 EAST WASHINGTON STREET PHONE: (518)792-2907 7/27/16 /B\a SECTION REFERENCE TAG: D1 SECTION LETTER _ GLENS FALLS,N.Y. PRO# 15-020 FAX; 518 798-1864 S ( ) DATE REV# ISSUED/REVISIONS �1 FOR SECTION RTOf RsSSUEIREVISION BUXX A—TNir U-HOT DE USED FORA—HER J BSEQU[M[SIGN VOFR,wInIOUTTNE WFUTENCONSEI✓1 OFJAFFETTENGINECFS,FtLC.oNtx GOCUIIENi9IADELEDAS'ISSUER roR - - - - - -- - - CONSTRUCnON'NAY DE USED FOR SANE.USER SNAEE NO—ARRETTENGINEERS.MIG IIARNLESS ANDDEFENDJARRETT ENGINEERS.FLLC FFOII ANY UNAVTIIOFIEED GENERAL NOTES: VARIANCES REQUESTED FROM THE TOWN OF QUEENSBURY I \ \ \ G-1) SURVEY& MAP INFORMATION TAKEN FROM A SURVEY ENTITLED 'A MAP OF A SURVEY FOR KENNETH D. WHITE & HEIDI W. KALLIO' LAST REVISED JULY 2, 2015 BY D.L. DICKINSON ASSOCIATES LAKE GEORGE, NEW YORK, WASTEWATER VARIANCE: REQUIRED: EXISTING PROPOSED: / G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY NEW YORK (1-800-962-7962) AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED 1) HORIZONTAL SEPARATION FROM ABSORPTION BED TONOT ABLE TO TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE PROPERTY LINE (CHAPTER 136-9.0) (APPENDIX A, TABLE 1) 10 BE DETERMINED 7—9" NOT AS INDICATED. 2) HORIZONTAL SEPARATION FROM MOUND / BASAL LIMIT TO 10' N/A 4' t \ RELOCATED \l PROPERTY LINE (CHAPTER 136-9.0) (APPENDIX A. TABLE 1) t \ GRAVEL \ Z� DRIVEWAY \ 3) SYSTEM SIDE SLOPE (CHAPTER 136-10.8.9) 1V:3H N/A 1V:2.5H I� \ Wastewater Das1gnlnformallon 'MOUND' WASTEWATER - pzsloNOT ABLE TO .Basis 4) SETBACK TO ROADWAY (CHAPTER 136--9.0 (APPENDIX C) 10' BE DETERMINED 4 SYSTEM FILL LIMITS (PROVIDED CounttyI� e County State M OY Dept of Health � BASAL AREA: 825± SF) Water Suooly / / \ .. I Existing take Water Supply I On-site Well: New_'.Y wells to hamin 50'grouted casing Q / \ / oYv 4' MIN ' Wastewater Flov 3 bedroorns x 110 gpdrbe4ocm(post 10431rdersalerhtl s required) l r 330 gpd design aov —REMOVE EXISTING DRIVEWAY AS REQUIRED I Primary T-almem �`�'' - I Septic Tark 1000 gal tank required for bedroom residence \ .�•�..�-�.� REMOVE EXISTING TOPSOIL & VEGETATION IN AREA Provided: 1750 gal precast concrete lank OF THE PROPOSED LEACHING SYSTEM Model A16014K22"Zaber Residential Effluent Filer,orequhr PRIOR TO CONSTRUCTION OF WW SYSTEM — Secmtlary Treatment — �RELOCATE STONE WALL AS REQUIRED LeacNng Device Leaching System:PuralloModdes(150gpd) 3 units x 150 gpd 450 gpd Existing Soil Pmclatlm Pate: 1-55 mlrWrchslabilized rale FII Scil Perc dallon Rate 5-7 mlMrKhstabilizedrate Leach Field SVJng % Required: 450 gpd + 0.7 gpddsf = 633 Square Feet 643 st x 0.67 gpd'sf factor for°acle ed treatment' 430.71 sf \ X \ / (Bed Qmerslons) 22 fL(width) 22 rL Qmg) Total Area: 484 SquareFeet Basal Area \ % Required: 16-20 mlNlnch 450 gpd / 0.55 gpNsf = 818.2 sf(min) Proxided: 825±sf \ (3) PURAFLO BIOFILTER x / \ BLUE UNIT MODULES ' ———————————— — /' \\ 2"0 MANIFOLD - 4' 1 / LEACH BED AREA: 484 SF 2"0 HDPE FORCE MAIN � r I / INSTALL AT CONTINUOUS _ "F• \ / I / SLOPE TO ALLOW FOR DRAIN +t. \ \ / / BACK TO THE PUMP STATION � }. \\ / - t. �\ // � // � S$. '(•• \\ / EXISTING SHED TO BE RELOCATED - r 100' SHORELINE SETBACK 8 I I 1 1 NOTE: ES-5 EROSION EFFLUENT PUMP STATION \ ES1 CONTROL I I I SP , I l l 1 1250 GALLON S � � i p7 SEPTIC TANK I PROPERTY LINE SETBACK / 0 NOT FOR CONSTRUCTION o / n '/ �'�7/31/17 SUBMITTED TO THE TOWN OFOUEENSBURY FORFIEVIEN/ EXISTING CABIN O / /i 19/19/16 0 SUBMITTED TO TOWN FOR PERMIT TO CONSTRUCT/ISSUED FOR CONSTRUCTION / 10' MIN '/y / I 4"0 PVC EFFLUENT/ �� / 7/27/16 ® ISUBMITTED TOTOWN FOR REVIEW .9(,f LINE AT 1% MIN. SLOP v / DATE REV# ISSUED/REVISIONS J� DEEIDN BOX BE Us ueinEr Slol'BE«.noo"E n THER / W-I�9 USER SIMV 101D� coN9rkUc10N' USED FOR DDErENDI.IAREETE[ND"NEEIR9� U IE.LDp UE�R - - NAY DE SANE. NEE LE59 nH NA --IIHNV iNli ; /.' ��OFNIF WASTEWATER SYSTEM PLAN C2 SEWER ® 2% MIN. 4"0 PVC GRAVITY AQ' S J 09 ...... ..,,.... _ .. ._ _..-- - -�... ...___,. SLOPE ' y o qp REPLACEMENT ON SITE WASTEWATER SYSTEM TAFLAN RESIDENCE 50 RUSSELL HARRIS ROAD ' > QUEENSBURY,NEW YORK A� SsA�� JARRETT Engineers, PLLC \ss Civil&Environmental Engineering \ / H.THOMAS JARRETi - \ GRAPHIC SCALE P.E.#57509 12 EAST WASHINGTON STREET PHONE:(518)792-2907 WASTEWATER SYSTEM PLAN 5 D 2.5 5 10 2Q OOPYRIGHT©2015 GLENS FALLS,N.Y. FAX:(518)798-1864 ® 2 I' I l I I _ olarca+ES DrnusorAwnx:vrtmA SCALE SEE GRAPHIC SCALE - I muESExslvurEcollvcelEDmuE I JULY2015 PRO#15-020 SHEET.3OF6 unvxn j (IN FEET) BASESHEET.22 x34 - PLOTTED/REVISED:7/31/173:30PM PLlEM1GNOFEns DawDEIN ExcErE 4 efAlICE16E0[Ix:o EFA6UM5•.fLL PUMPSTATION SPECIFICATIONS - ELECTRICAL SPECIFICATIONS(CONTINUED) CONTROL & ALARM PANEL(S) (10) BOND CABLE GROUND TO PUMP HOUSING AND IF APPLICABLE, THE GUIDE RAILS. (1) INSTALL CONTROLS PER MANUFACTURERS RECOMMENDATIONS. (11) ALL WORK MUST CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ANY APPLICABLE LOCAL OR STATE CODES. - (2) ENGINEER TO WITNESS OPERATION CONTROL PANEL UPON COMPLETION. -o—o—®___— (12) CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AT THEIR EXPENSE. ( (3) SIMPLEX CONTROLLER AND ALARM; MODEL IFS SIMPLEX TIME DOSE BY SJE RHOMBUS, ALARM ONTROL �> OR EQUIVALENT; ENCLOSURE TYPE DICTATED BY LOCATION. (13) PROVIDE NYS BOARD OF FIRE UNDERWRITERS INSPECTION CERTIFICATE AT COMPLETION OF PANEL PANEL WORK. INSTALL PUMP UNDER COVER TO FACILITATE (4) PROVIDE SEPARATE POWER CIRCUITS, WITH BREAKERS, FOR PUMPS AND ALARM. 9 EASY REMOVAL AND INSTALL JUNCTION BOX - (14) PERFORM ALL TESTS TO VERIFY THAT THE ENTIRE INSTALLATION IS FUNCTIONING AS REQUIRED. L m o® o WITHIN REACH OF COVER FOR MAINTENANCE - PURPOSES. (5) HOA SWITCH, WITH RUN LIGHT ON PANEL DOOR, FOR EACH PUMP. COORDINATE LOCATION 10 POWER (SOURCE PER OWNER) (6) VISUAL AND AUDIO ALARM. PIPING SYSTEM WITH OWNER _ • ° f (7) ALARM RESET AND TEST BUTTONS ON DOOR. (1) PUMP STATION PIPING: SCHEDULE 40 PVC OR SCHED 40 GALVANIZED STEEL. JUNCTION BOX / (8) LOCATE AS DIRECTED BY OWNER. (2) VALVES: EFFLUENT PUMP / CHECK — PVC, BALL TYPE. \ ! (9) FLOAT LEVEL SWITCHES FOR PUMP AND ALARM CONTROL REQUIRED. SHUTOFF/THROTTLING — BALL VALVE — PVC �'•, PRECAST CONCRETE STRUCTURES INLET FROM SEPTIC TANK �- { i 6 '_ TO PURAFLO PEAT BIO—FILTER/LEACHING PUMPS• (1) HEAVY DUTY CONSTRUCTION SUITABLE FOR H-20 TRAFFIC LOADING UNLESS OTHERWISE NOTED, ALL -_ .............. SYSTEM (1) INSTALL PUMPS PER MANUFACTURERS RECOMMENDATIONS. STRUCTURES BY FORT MILLER CO. INC. OR EQUIVALENT. (2) ENGINEER TO WITNESS OPERATION OF PUMP STATION UPON COMPLETION. (2) WALL PENETRATIONS FOR PIPE AND CONDUIT SHALL BE SLEEVED; SEAL SLEEVE TO WALL WITH 1" TEE W/ DRAIN BACK VALVEY NON—SHRINK GROUT, SEAL PIPE TO SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL (3) SUBMERSIBLE EFFLUENT PUMP, 10, 115V OR 230V TO MATCH POWER SUPPLY. (4) -Y4" SOLIDS HNDUNG. (5) HYDROMATIC PUMP MODEL: OSP50. (6) TEST PUMPS FOLLOWING INSTALLATION; MEASURE DISCHARGE RATE DURING TEST AND DOSE VOLUME CALLS: P AN /IF/i ADJUST THROTTLING TO ACHIEVE 351 GPM DISCHARGE RATE. MARK VALVE OPERATOR(S) AT THIS POSITION. 11 MINIMUM DOSE VOLUME —15 GALLON DOSE PER PURAFLO MODULE (TOTAL DOSE 45 GALLONS FOR THREE MODULES) ELECTRICAL SPECIFICATIONS —450 GPD DESIGN FLOW 450 GPD (150 GPD PER PURAFLO MODULE)/45 GALLONS PER DOSE= 10+/— DOSES PER DAY 2) FORCE MAIN VOLUME FOR DRAIN BACK CONTROL POWER�{ —46 FT. +/— FORCE MAIN LENGTH 115 VAC I —0.16 GALLONS PER FOOT OF 2" DIA. FORCE MAIN 3" DIA. VENT PIPE WITH BUG SHIELD 46 FT. X 0.16 GAL/Fi= 7.36 GALLONS (VENT MAY BE ROUTED TO TREE/ BUILDING (1)(2)(3) (4) (5)(6) I� OR OTHER LOCATION FOR AESTHETICS / SAFETY REASONS) 3) MIN. DOSE VOLUME REQUIRED FROM PUMP STATION AUX. HI—LEVEL ALARM NLV( RELAY (IN CONTROL PANEL) 45 GALLONS + 8 GALLONS = 53 GALLONS REQUIRED WATER TIGHT CAST IRON 2" RISER WITH CAP FOR LIFT OUT PROVIDE x•55 GALLON DOSE FRAME AND COVERS (2); OR EQUIVALENT (COORD WITH OWNER) (7) I, SYRACUSE CASTINGS #1502 1 I1 OR EQUIVALENT (TYP.) HATCH COVER SIZING COORDINATED WITH it OWNER, TO FACILITATE EASY ACCESS TO (�;� FINISHED GRADE: GRADE /L\ PUMPS DURING FUTURE MAINTENANCE Icy Y WATER PUMP TO DRAIN AWAY FROM (J SEPTIC EFFLUENT PUMP -- !I 230 VAC, 1PH) HATCH COVERS T� HEAVY DUTY POLYETHYLENE LIFT OUT TANK STATION (8)(9) CORDS PRECAST RISERS 24" 18" (MIN.) STTEELREQ EYELETANCHORED ED EN CONCRETE (HEIGHT STAINLESS (HEIGHT AS NEEDED)----_, (MIN.)'I (1) PROVIDE SURGE ARRESTER IN POWER SUPPLY PANELBOARD. SURGE ARRESTER SHALL BE - A SQUARE D CATALOG #SDSA1175 OR EQUIVALENT AND RATED FOR 240/120 VAC, SINGLE - WATER TIGHT NEMA TYPE 6 � I -' T" HANDLE VALVE OPERATOR JUST UNDER OPENING, PHASE SERVICE. 8" HEAVY DUTY JOINTS (TYP.) JUNCTION BOX REMOVABLE FOR USE WITH 2" VALVES, HANG NEAR HATCH (2) IF PANELBOARD IS NOT GROUNDED, PROVIDE A #4 AWG COPPER GROUND CONDUCTOR TANK COVER -——" — - ----- FROM THE PANELBOARD TO A 5/8" X 8• COPPER CLAD STEEL GROUND ROD AND _- PITLESS ADAPTER OR EQUIVALENT BONDED TO THE WATER SERVICE PIPING. ` 2" BALL VALVE (3) FOR DUPLEX PUMPS, PROVIDE 1 — 2 POLE CIRCUIT (AMPERAGE TO MATCH PUMP INLET FROM SEPTIC TANK—, _ 2"TEE—,, REQUIREMENTS) BREAKER (PUMP POWER) AND 1 — 1 POLE 15 AMP CIRCUIT BREAKER 2ND HIGH ALARM AND WATER SUPPLY SHUT OFF (CONTROL POWER) IN HOUSE PANELBOARD. IF NO SPACE IS AVAILABLE IN PANELBOARD, TO LEACHING SYSTEM—� PROVIDE A LOADCENTER (SQUARE D TYPE QO OR EQUIVALENT) ADJACENT TO THE HIGH WATER ALARM \-2•' FORCE MAIN PANELBOARD. THE LOADCENTER SHALL BE RATED FOR 240/120 VAC, SHALL HAVE A NEMA PUMP ON 3" 1 ENCLOSURE AND SHALL CONTAIN THE TWO CIRCUIT BREAKERS DESCRIBED ABOVE. _ ADJUST TO ACHIEVE 53 GAL DOSE TBD POWER CORD PROVIDE REDUCING TEE WITH 1" BALL PROVIDE A TAP CONSISTING OF (2 + GND) CONDUCTORS FROM THE PANELBOARD TO THE 2•• PIPING VALVE ON BRANCH;THROTTLE BALL VALVE LUGS ON THE LOADCENTER. LOW WATER PUMP OFF /-•° 6„ .. •�\� TO ALLOW 'TRICKLE" FLOW BACK TO WET WELL (4) ALL REQUIREMEENITSLOFOEACH TORS ARE TO CCOMPONENT. BE SIZED ACCORDINGLY TO MATCH ELECTRICAL ppp���-ppp ///rrr ���fff - \ 2'• CHECK VALVE NOT FOR q ,ONSTRUCI ��� (5) PROVIDE (2 + GND) CONDUCTORS FROM PUMP POWER CIRCUIT BREAKER TO CONTROL - 1 l'�/ 1 ��1VVVI - NATIVE BACKFILL i\//\\/ ° a //\\j\\j\ SUBMERSIBLE EFFLUENT PUMP PANEL. PROVIDE (2) CONDUCTORS FROM CONTROL POWER CIRCUIT BREAKER TO CONTROL THOROUGHLY COMPACTED /\\�\ /\\/\\/\ PANEL. NONMETALLIC SHEATHED CABLE (ROMEX) MAY BE USED. IF SINGLE CONDUCTORS \ ARE USED THEY MUST BE INSTALLED IN EMT. / .... .... ..SUBMIY7ED Tb THE TOWN OP dUEENSBUHY rOR REVIEW...-...._...._......__.. .. /\\\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\�\� (6) INSTALL CONTROL PNEL AND HIGH LEVEL ALARMS PROVIDED WITH PUMP. 7/31/17 0 (NO CHANGES THIS SHEE PRECAST BY,000 GAL HEAVY FORT MILLER, ORDUTY SEPTIC EQUIVALENT \\j\\j\\/j\\�\\ \fj\\ �//\/�\\ \ \ \ \�i�\\jam\ \ \\ \��\\\ (7) IF A RELAY IS USED TO SHUT OFF THE WATER PUMP DUE TO A HIGH LEVEL ALARM THEN g/tg/tg Q SUBMITTED TO TOWN FOFERMIT TO CdNSTRUCT/ISSUEDFOR CONSTRUCTION THE FOLLOWING SHALL BE PROVIDED. PROVIDE N AC INDUSTRIAL CONTROL RELAY INA SUBMITTED TO TOWN FOR REVIEW NEMA 1 ENCLOSURE (SQUARE D CLASS 8501 TYPE X OR EQUIVALENT). RELAY COIL 7/27/16 12• (MIN.) COMPACTED CRUSHED STONE SHALL BE RATED FOR 120 VAC. RELAY CONTACTS SHALL BE RATED ACCORDING TO WATER ... - .. .,,. . .., .. ..... ... _... _... .—....—_....... MATERIAL ATOP FIRM NATIVE FOUNDATION PUMP MOTOR FULL LOAD AMP RATING OR FOR 10 AMPS IF WATER PUMP CONTROL DATE REV# ISSUED/REVISIONS CIRCUIT CAN BE USED. LOCATE RELAY ADJACENT TO CONTROL PANEL AND LABEL - .. NOTES: ENCLOSURE. PROVIDE WIRING TO RELAY FROM CONTROL POWER CIRCUIT LISTED IN NOTE ocswx eurxe usEooWITH TEu-11110IS—E•.ssuEixErs�o:roEoc,.�.xoH n�er,.ur xaroE used tDxnxroruEx 3 FOR PROPER OPERATION OF RELAY. - --o—y.III 11111—HATED IIIAIN uo'rouExroEs��.xa�xa'F�nENONr<E �M 'cuo�;EEs ptooEF„p�,�xEEx=ErEUE E�xs,,.,E xsu Exo�D. E °xxETr nen Exs n,.cexoienxrx mE 1) LOCATE VALVE OPERATORS &JUNCTION BOX TO , iiHAwiNt - BE READILY ACCESSIBLE THROUGH COVER(S). (8) PROVIDE (14) TYPE THW CONDUCTORS(2 + GND) CONDUCTORS FOR EACH PUMP AND OF N� PUMP STATION DETAILS .:I,..._ (8) CONDUCTORS FOR LEVEL CONTROL SIGNALS) IN A 2" SCHEDULE 40 PVC CONDUIT - ,�� R'y 1. P91 -_ 2) WATER SUPPLY SHUTOFF TO BE A SOLENOID VALVE OR FROM THE CONTROL PANEL TO THE WET WELL JUNCTION BOX. PVC CONDUIT SHALL BE °S qP A RELAY TO SHUT OFF WATER SUPPLY PUMP POWER. BURIED A MINIMUM OF 24" BELOW FINISHED GRADE. TRENCH SHALL BE BACKFILLED WITH h o �'�q q'; REPLACEMENT ON SITE WASTEWATER SYSTEM (SEE ELECTRICAL SPECIFICATIONS) CLEAN SAND FILL UNTIL CONDUIT ARE COVERED. - '� TAFLAN RESIDENCE - u (9) PROVIDE TERMINATIONS IN WET WELL JUNCTION BOX PER MANUFACTURER'S INSTRUCTIONS. 7 4' 50 RUSSELL HARRIS ROAD,,a QUEENSBURY,NEW YORK - N - A�F- S, , JARRETT Engineers, -P-LLC PUMP STATION DETAIL H.THOMAS JARRETT Civil&-Environmental Engineering P.E.#57509 12 FAST WASHINGTON STREET PHONE:(518)792-2907 Cf1SC-LE VG COPYRIGHT©2o)s GLENS FALLS,N.Y. FAX:(518)798-1664 e ­1 E—­­ ° i+1 oTHH, JULY 2015 PRO#15-020 SHEET:5OF6 AHU- . .._.. BPSESHEET:22x34 _......... .... ..PLOTTED/REVISED:7/31/17330 PM UEEF .ooc ` Exna. ._. . INAlICE15E0 EIDUEFAi51e MnFIL I Certificate of Electrical Compliance New York Atlantic-Inland, Inc. 997 McLean Road Ext. ' Cortland, NY 13045 Certificate No.:618403 Building Permit No: Issue Date: 8/21/2017 Building Permit Date: Inspected By: Devin Pratt Occupancy: R-3 OWNER SITE ELECTRICIAN Taflan, Heidi 50 Russel Harris Rd Dan Lambert 50 Russel Harris Rd Cleverdale , NY 12820 Double LL Electric Cleverdale , NY 12820 Town of Queensbury 46 Twin Channels Rd Queensbury, NY 12804 SCOPE 200 Amp Service Upgrade INSPECTION INFORMATION Service: Service Type: Underground, Service Size: 120/240V 10 200A c 3� SEP 12 2017 t t 1, i L'1 +UEL::N,13Y 1 �Q �{��--2•Q 1'� Ms certifies that the process noted above was complete as specified at the time of inspection and any conditions not within the scope of the inspection are excluded. Because there exists a multitude of proprietary specifications,the adherence to the relevant Building Code of New York State is applicable to the electrical requirements on the above noted date and valid for one year forward. In connection with areas at the time of inspection and does not constitute areas that are enclosed,concealed or inaccessible. Should the electrical system be altered in any way,including,but not limited to,the introduction of new electrical equipment,this certificate shall be null and void. This certificate only applies to the occupancy use as stated. Changes in use,or occupancy as indicated above,negates this certificate in its entirety. �s e.s H. ERE F 38'4 _ AFF 3 o ao o �0 g' �IN Fm tNz 3�5 o € q g� C'�hz33rc N r 7� N N � LL o a U bO f�, � Il—' LU O W L�11( � _ C8 Z � nc w � Wei � wrM � w u Dmw LL °C w m O ,- z 0 �Q � Lo _< z, cp 1ww ��O fGl,• j �U_ Sao NATlS io Q 'c° a._.ygOV7SHIIF0U0tl P� 1 i k' _ ro u:m 62 .8 AM Ply. Lu PD 1 1 s a Q Efa.o' ... ZQ p .. .. 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