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BOTH-000059-2016 "01104, 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: BOTH-000059-2016 Date Issued: Tuesday, September 4, 2018 This is to certify that work requested to be done as shown by Permit Number BOTH-000059-2016 has been completed. Tax Map Number: 239.16-1-20 Location: 16 BURNT RIDGE RD Owner: MYRON S RAPAPORT QUALIFIED PER TRUST Applicant: Myron Rapaport 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 4 )0t 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 OL Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: BOTH-000059-2016 Tax Map No: 239.16-1-20 REVISE Permission is hereby granted to: MTB Excavating LLC For property located at: 16 BURNT RIDGE 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: MYRON S RAPAPORT QUALIFIED PEP Septic Disposal $0.00 Owner Address: 16 Burnt Ridge RD Total Value $0.00 Lake George,NY 12845 Contractor or Builder's Name/Address Electrical Inspection Agency MTB Excavating LLC 812 County Line RD Schenectady,NY 12306 Plans&Specifications Residential Septic Alteration $150.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,January 10,2019 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of ueensb j Tues Iiy Ja a ,2012 SIGNED BY: /v/ for the Town of Queensbury. Director of Building&Code Enforcement 4742 SEPTIC DISPOSAL PERMIT APPLICATION Office Use Only r" �2n Bay Road,Queensbury,NY 12804 P:518-761-8256 www.gueensbury.net Permit ft: £h1 f+1 fl�^ZQs I�p Tax Map ID#: 239.16-1-20 Permit Fee:$ Invoice ff: Project Location: 16 Burnt Ridge Road Septic Variance? Yes No Primary Owner(s) Myron Rapaport Mailing Address 16 Burnt Ride Road Phone& Email 518-796-7724 mycarripgadelphiamet Installer/Builder MTB Excavating,LLC Mailing Address 812 County Line Road,Schenectady,NY 123061 A10 Phone & Email intbexcavation@aol.com 518-573-3096 Engineer JARRETT Engineers, PLLC TOWN OF QUEE Malling Address 12 East Washin ton Street,Glens Falls,NY 12801 ODES Phone& Email 518-792-2907 i arrest g � rD'arretten ineers•com Contact Person for Building&Code Compliance: Myron Rapaport Phone: 518-796-7724 RESIDENCE INFORMATION: Year Built q of bedrooms X gallons per bedroom =total dally flow Garbage Grinder Yes No 1980 or older 4 110 440 Installed? (circle one) X 1981-1991 Spa or Hot Tub Yes No 1992-Present Installed? (circle one) X PARCEL INFORMATION: Topography X Flat Rolling _Steep Slope _%Slope Soll Nature X Sand _Loam _Clay _Other Groundwater At what depth? >36" Bedrock/Impervious material At what depth? 12"d= Domestic Water Supply LAKE —Municipal —Well(if well,water supply from any septic system absorption is_ft.) Percolation Test Rate: 1-5 per minute per Inch(test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size I 1500 gallons(min.size 1,000 gallons,add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field with N2 stone Total length ft.; Each Trench ft. Seepage Pit with N3 stone How many: ; Size: Alternative System Bed or other type: Holding Tank System Total required capacity? ;tank size ;k of tanks CHAMBER SYSTFINI 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: 7/�(r/4 �2/ 1"7,4 pzf'Af �� DATE: SIGNATURE: //rl�'��r �X/l'��r� DATE: Town of Queenshury Building&Code Enforcement Revised February 2017 GENERAL NOTES: RAPAPORT G-1) SURVEY & MAP INFORMATION PROVIDED BY D.L. DICKINSON ASSOCIATES, SURVEYORS/ENGINEERS. MAP OF A TOPOGRAPHIC SURVEY FOR MYRON RAPAPORT: DATED NOVEMBER 12, 1997. - Di WASTEWATER �� � G-2) CONTRACTOR 9 LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT DIG FON REPLACEMENT J~�y SYSTEM NEW YORK PRIOR O INITIATING AND RECORD FILE //: VERIFY BUILDING CONNECTIONS, LO'(,POR AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY, NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE 16 BURNT RIDGE ROAD NOT AS INDICATED. TOWN OF QUEENSBURY, NEW YORK FILE Co�Y f TOM! d.,L V I , } Reviewe Date: oo"/*I - w)�ASSEMBLY POINimGRINDER PUMP STATION ; co)�t tPS (LOCATION PER OWNER'S DIRECTION) EXISTINGT ='T , HARRIS BAYam_ WORKSHOP -�ISTING 4 , \'r,"J("..4xj�;j / , DRBEDROOM 7 t }EXISTING X - Z RESIDENCECARPORTSCE GE©RGE ' r `�'�axXXg XFX x•x x•x•x •xx.x-x / 1;7® ®®. EXISTING .11"i J-. I % ® Tx ®M 1-1/4'0 HDPE SANITARY FORCE MAIN; k GRAVEL / --' l SITE" C•oo :uwp LOCATION 5 ROUTE FORCE MAIN ABOVE/BELOW GRADE �.} M DRIVEWAY ,-� i "'-•,,'% ®l � ,z j 01 AS REQUIRED: FORCE MAIN TO BE INSTALLED \% ®r j u < -STATE RTE 9L' 70 FULLY DRAIN BACK TO SEWAGE EJECTOR j/. P-7 'F.} , l �_, r /!/D • :2j y ..x�" wsw PROPOSED SEDIMENT WD-T }Jy ' rte- 'i ''" raxrsxaTe '..'wN n * CONTROL BARRIER: + ® \ ADM. aP w T SHOWN ON LOW SIDE OF `. .} �l CEDAaao:ir EXCAVATION; NOT REQUIRED + ` l I- t O Y�Ir osxuARDa i J o EC WHERE THERE IS NO SOIL xDtve r 4 r < DISTURBANCE, I.E. FORCE �' Frf� OOp // SAM Y MAIN IS LAID ON GRADE., . � .+ .G'��¢.r �� BAY `aL s� a J PROPOSED SEDIMENT 1 k, Grp i cl%•i < { ROAD. J j CONTROL ER EC k ; `•� t k k — ` % Dt.x ® ®LOCATION PLAN ` ~4�i i \` •®.® M M IN N AD All K-9-m-wv, SCALE: N.T.S.. ��{a.�'}71'7G I:J�t✓GI�PI �Eld i _ _ ® �_�- . T F7✓1' o .o \ \l� . \\\'. � z' �.�t ��p71 C2 LEACHING SYSTEM PLAN L50 ,P WQflr`J IC 4AJt` �V A AUG 10 2017 TOWN OF QUEENSBURY BUILDING&CODES WASTEWATER SYSTEM PLAN 1 SCALE: SEE GRAPHIC SCALE Q•gY'T1 Y ,���.q /)n +- GRAPHIC SCALE 1../�+ �TI ✓ ' !/�� LEGEND: LINE TYPE: D 2D o 10 20 aD s0 EXISTING STRUCTURES/OBJECTS/UTILITIES SURVEYED AND OR FIELD VERIFIED: - (IN FEET) ISS FOR CONSTRUCTION PROPOSED STRUCTURES/OBJECTS/ UTILITIES: 08-10-17 0 SUBMITTED TO THE TOWN OF QUEENSBURY FOR WASTEWATER PERMIT ' PROPERTY LINE: -- _- E REV#I PROPOSED CONTOUR LINES: -------XX------- DATISSUED/REVISIONS EXISTING CONTOUR LINES: ------ esLEc,e�eDmrxe TssueiaeWs,oxDwcr nxovE.Tier MAv xoT ee useo Eox nrev oTxEre -XX- .e Sre��cT�ox MAv ae used eor snore Ee`eM Da IGNwoaa°wrixouiTixeuwsre�TTEx mDservr of�Arereerr exG�reEexs,L�.c.omx Docuererrs,•asEeons,ssueD core PROP SANITA _.._.._,, coxPOiE"oR oRDORAT E USES sxn,.e xoeo-ENEW ENGINEERS a xnaMLESSAnn oseExo.,nrereerr emc,xeERS,R-FROMAxr uwnu AGSAo PROP SANITARY FORCE MAIN: JA-FM . IIH,auuuvla y�P��of NC Y°m WASTEWATER SYSTEM PLAN . I C1 TEHOLE:& PP # REVISION INDICATOR:e o �q REPLACEMENT WASTEWATER PPERCOLATIONON TEST: Pr # NOTE: G-1 NOTE RAPAPORT RESIDENCE NOTE REFERENCE TAG: C1 # ° 16 BURNT RIDGE ROAD 2 d' �r'q <. QUEENSBURY,NEW YORK SEE DRAWING # FOR NOTE F ss�'4` JARRETT Engineers, PLLC 1 DETAIL # DETAIL REFERENCE TAG: C`iul&Environmental Engineering D1 SEE DRAWING # FOR DETAIL H.THOMAS JARRETT g g P E.#57509 12 EAST WASHINGTON STREET GLENS FALLS,N.Y. SECTION CUT DIRECTION COPYRIGHT©2017 PHONE:(518)792-2907 _ SECTION REFERENCE TAG:� SECTION LETTER E COLICS OF THIS DRMING w A Dt SEE DRAWING # LEYseAEG-RE-SIOErEDTEGE AUGUST2017 PRO#17-005 FOR SECTION SHEET:1 OF 6 ErISDsER-L PLOTTED/REVISED.OS/10/1711:00 AMALEENENIG ND, BA Wastewater Design Information April 20,2017 SUBSURFACE INVESTIGATION Design Basis witnessed/performed by JARRETT Engineers, PLLC TownNfllage/City of. Queensbury County/State: NYS Dept of Health TEST PITS Water SUDDIV Existing Lake Water Supply TP NUMBER LOCATION DEPTH SOIL DESCRIPTION On-site Well: New wells to ha\e min 50'grouted casing TP170420-01 0-3" Topsoil/duff Wastewater Flow 3-13" Red/brown loamy fine sand("B"horizon) 4 bedrooms x 110 gpd/bedroom(post 1994 water saver fixtures required) 13" Bottom of hole(nested cobbles) = 440 gpd design flow No evidence of mottling,seasonally high ground water or Primary Treatment bedrock Septic Tank: 1250 gal tank required for 4 bedroom residence TP170420-02 0.3" Topsoil/duff Provided: 1500 gal polyethylene septic tank 3-g' Red/brown loamy fine sand("B"horizon) (NSF approved residential effluent filter) 9" Bottom of hole(terminated) Secondary Treatment no evidence of mottling,seasonally high ground water or / Leaching Device: Leaching System: Fill bedrock Elsrwc_ -- :. Existing Soil Percolation Rate: 1-5 min/inch stabilized rate L _ -CARPORT Fill Soil Percolation Rate: 5-7 min/inch stabilized rate TP170420-03 0-5" Topsoil/duff Red/brown very fine to fine sand&sift w/trace of medium to Leach Field Sizing: 5-28 coarse sand Required: 440 gpd _ 0.8 gpd/sf = 550 Square Feet ED Provided: (Bed Dimensions) 15 ft.(width) 37.5 ft'.(min,length) 28 , Medium brown very fine to fine sand&some sift(moist) 422" Bottom of hole(nested cobbles) jJ \ Basal Area: Required: 440 0:95 gpd/sf 463,2sfmin no evidence of mottling,seasonally high ground water or f, �\ ! _ Provided: 1675 sf bedrock _ \ Effluent TP170420-04 0-12" Topsoil/duff _, _�. ;,,.,� � '; � -•4�. .,,..�_„_,�,_. ,�: - _��__ y...,,_a ��- \ Gravity dosing from septic tank and gravity distribution via distribution box 12" Bottom of hole(rock) � � \ r .. ExIsrlNc GRAVEL 1 _ no evidence of mottling or seasonally high ground water DRIVEWAY 1 SURFACE WATER 4 1 % TP170420-05 0-5" Topsoil/duff DNERSTON SWALE p1 \ % 5" Bottom of hole(rock) i no evidence of mottling or seasonally high ground water 4"0 PVC SDR= EQUALIZATION PIPING, TP170420-06 0-4" Topsoil/duff + TYP. DISTAL END ONLY 4" Bottom of hole(rock) A,^^' •. i__-iF-5'- ` ` \\ % no evidence of mottling or seasonally high ground water _ x PERCOLATION TESTS 4'e PVC SDR 35 ___———` ___ \ \ 1 PERC TEST* DEPTH SOIL DESCRIPTION -EFFLUENT DRAIN UNE r£ _ _ AT 1 OX SLOPE MIN. _ AL� { - '(__TF 2- \ \ \ \ 1 ` PT170420-A 9 O`T ENO CPQ ' -' - ,= � ` 1 " Red/brown fine loam sand B"horizon ._-_- ON LONG FI�►t EA01 _ � z` \ \I `t i �. y Stabilized percolation rate of 0 min 56 sec tAL) , ed SERAL SURFACE WATER/4 I y , _ ---- 1 1 1 4 DIVERSION SWAUE D1 ESTABLISHING LEACHING SYSTEM GRADES: \ 1 1 / ! /� /6 �0 1 1 1 1 v is 1500 GALLON / 1 I I I �,:^' f 6� 1.CONTRACTOR TO DETERMINE THE HIGHEST EXISTING GRADE (ELEVATION PRIOR TO GROUND POLYETHYLENE / 1 I 1 I //%f. F > 1 1 1 1 1 \ x DISTURBANCE) WITHIN THE LEACHING SYSTEM FOOTPRINT. ///���� SEPTIC TANK W�� / 1 1 i 1 ,,"F :��G 6!/,/�r f 5 / 1 1 1 1 t 1 \� X 2.ESTABLISH TOP OF FILL ('TF") ELEVATION AS TF = HIGHEST EXISTING GRADE PLUS 2' EQUALS INTERNAL BAFFLE BY _ BOTTOM OF CHAMBER ELEVATION. is< /�'� "='-�-' "a 1, 1 k 'INFILTRATOR WATER / � � � 1 1 1 f /ffi ;/��� ,, _ f. � 1 1 � � 1 � 3.CONSTRUCT SYSTEM IN ACCORDANCE WITH PLANS & DETAILS SHOWN HEREON. TECHNOLOGIES' / 1 1 1 1 I 1 P # TF + + + Asi {, �, +. _ _ _____- ++ ISSUED FOR CONSTRUCTION _TF—4- - - _ - .)TOP OF FILLOYP08-10-17 0 SUBMITTED TO THE TOWN OF QUEENSBURY FOR WASTEWATER PERMIT " DATE REV# ISSUED/REVISIONS P #6 f BASAL AREA srvseE —1--E p Eo neo�H THE�E�eEi neo THE IRITTEN WIDE xARM LG. +.{ +*25t SF OF ��'POR EEEEaE�Eo��n EME wxAM�aE°No°onk oNE° . �U� EE FORCE MaN• _ �2t ) Qulac a EQUALIZER 3s ��P F NE o LEACHING SYSTEM PLAN -_-_ y 3 BY 'INFILTRATOR WATER O 5✓9 9f PUMP STATION' .� SA-FM } +' x 9 REPLACEMENT WASTEWATER f D1 TECHNOLOGIES'• OR RAPAPORT RESIDENCE CREATE A 'WELL'AROUND EXISTING .+ APPROVED EQUIVALENT 0 16 BURNT RIDGE ROAD 410 PVC SDR 35 TREES AT FILL uMns,TO SAVE Tp EFFLUENT DISTRIBUTION TO THE EENT x Z d c� QUEENSBURY,NEW YORK k•k.k k k k t1(DISTRIBUTION OX 2 PIPING AT 0.5X SLOPE MIN. x x.x x� N� 0�X75 Pyr Cp., OR APPROVED p, x.x �s ✓ JARRETT Engineers PLLC x KxFl;c k £Qr>NN/ ENT x•x'x x Ys, saw Civil&Environmental Engineering •x... .. x •x•x' _.....,_,�,nP; .' H.THOMAS JARRETT GRAPHIC SCALE P.E.#57509 12 EAST WASHINGTON STREET GLENS FALLS,N Y. 5 0 2.5 5 10 2D i518 COPYRIGHT 02017 PHONE: 792-2907 - ) LEACHING SYSTEM PLAN ,rvG-NA SCALE: SEE GRAPHIC SCALE GLUE senE —RE oeneomue AUGUST 2017 PRO#17-005 SHEET:2 OF 6 IN FEET) - er aEIGpNG®erv�rvERIGUrvIX RASESHEET 22x34 PLOTTED/REVISED:08/10/1711:00 AM ww uE GENERAL WASTEWATER NOTES G-1 CONSTRUCTION OF NEW PIPING, TANKS, AND LEACHING SYSTEM(S), ETC. SHALL BE IN CONFORMANCE WITH APPLICABLE NYSDEC, NYS DEPT. OF HEALTH, AND LOCAL COUNTY/TOWN STANDARDS, AS WELL AS DETAILS / SPECS ON THESE DOCUMENTS. CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. G-2 INSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REQUIRED (POST 1994). NO KITCHEN GARBAGE GRINDERS, OR SPAS/HOT TUBS ARE TO BE CONNECTED TO THE WASTEWATER DISPOSAL SYSTEM. SEED & MULCH ALL TF+2 DISTURBED & FILLED AREAS MIN. 6" OF COVER OVER SEPTIC TANK DISTRIBUTION BOX PROPOSED GRADE TF+2 TF-O 2.5'H (MAX.) SURFACE WATER 1Y .• --•-.� :- `- - w w w w w W w w w w w w w w Wl••• �.. +. 2SH (MAX.) TF-0 tz.71 TF-2 DIVERSION SWALE' - ', '..;. �•.� � l/.%/liii//�//%��/./l/iji/i ii /�i //////.ii 1 SURFACE WATER iTF-2 • .- :;,;.�:•--:�: '::• -.•..• _• DIVERSION SWALE TF-4 ...:.•.t•.-.. •.: .. - .. • - TF-4 TF-6 v✓ / / 2' TF-6 2•THK. HIGH DENSITY RIGID FOAM J / MIN. HIGHEST EXISTING GRADE INSULATION ON TOP OF SEPTIC TANK SEPTIC TANK FILL$OIL LEACHING LATERAL JJJ WITHIN LEACHING SYSTEM AND ALONG SIDES WHERE LESS THAN FOOTPRINT 3' OF SOIL COVER IS PROVIDED AA WASTEWATER LEACHING SYSTEM PROFILE - C2 SCALE: SEE GRAPHIC SCALE GRAPHIC SCALE 4 0 2 4 8 16 (IN FEET) 15' (LEACH BED WIDTH) PROPOSED TAPER TO DRAIN AWAY-.q,41..-TAPER TO DRAIN AWAY GRADE 5Rt 5%t TF-0 2.5'H (MAX.) 9. SURFACE WATER TF-0 DIVERSION SWALE 1•V ` '�• �'• 2.5'H (MAX.) ,•�.,.. .,I. .I iV , TF-2 [_.• __ _ _ _ _ _ - ___ _ _•�_ SEED & MULCH ALL FILLED _F-2 • .- T I• •,. ... .. : .• & DISTURBED AREAS •,y .. MIN. TF-4 ... , ... ,..... - TF-4 3' O.C. LEACHING EQUAUZATION FILL SOIL PERCOLATION RATE: (TYp,)—� LATERAL -pIpING, TYP. DESIGN RATE: 5-7 MIN./IN. (TYP') REMOVE VEGETATION & TOPSOIL TF-6 TARGET RATE: 3-7 MIN./IN. XS1 WITHIN SYSTEM FOOTPRINT TF-6 BOBTEWATER LEACHING SYSTEM SECTION C2 SCALE,. SEE GRAPHIC SCALE GRAPHIC SCALE 2 0 1 2 4 8 (IN FEET) LEACHING SYSTEM INSTALLATION: L1.LEACHING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481, NYSDOH, NYSDEC, AND L8. INSTALL LEACHING SYSTEM COMPONENTS, INCLUDING CHAMBER UNITS WHERE APPLICABLE, PER OTHER APPLICABLE STANDARDS UNLESS OTHERWISE DIRECTED HEREON. MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED HEREON. VERIFY THAT SYSTEM IS AT CORRECT ELEVATION(S) USING A LEVEL, TRANSIT, OR LASER. L2. REMOVE VEGETATION AND TOPSOIL WITHIN FOOTPRINT OF LEACHING SYSTEM AND STOCK PILE L9.SEQUENCE OF CONSTRUCTION TO BE AS FOLLOWS: ' TOPSOIL FOR RE-USE. CONTRACTOR TO EXPOSE LEACHING SYSTEM FOOTPRINT FOR EXAMINATION ISSUED FOR CONSTRUCTION BY ENGINEER. •FIND FILL SOURCE AND VERIFY SUITABILITY WITH PERC TESTS AT SOURCE. L3.LEACHING SYSTEM(S) SHALL BE INSTALLED TO (RELATIVE) ELEVATIONS SHOWN, AND ELEVATIONS OF •ALL TREES AND STUMPS WITHIN THE LEACHING SYSTEM FOOTPRINT SHALL BE CUT TO GRADE EXISTING GRADE AND SITE FEATURES SHALL BE DOCUMENTED PRIOR TO START OF CONSTRUCTION. AND REMOVED. L4.FILL MATERIAL, IF REQUIRED FOR LEACHING SYSTEM(S), SHALL BE CLEAN GRANULAR SOIL (SAND •REMOVE AND STOCKPILE TOPSOIL FOR PLACEMENT ON THE FINISHED SYSTEM. OS-10"17 Q SUBMITTED TO THE TOWN OF QUEENSBURY FOR WASTEWATER PERMIT OR LOAMY SAND) DEVOID OF LARGE STONES, CLAY, ORGANIC DUFF, & NON-SOIL COMPONENTS •EXCAVATE TO DESIGNED SUBGRADE (IF NECESSARY); EXAMINE SUBGRADE FOR POOR (SLOWLY (DEBRIS, ETC.). PERCOLATION RATE(S) OF FILL SHALL BE AS SPECIFIED ON PLANS AND/OR IN PERMEABLE) SOILS, BEDROCK, DELETERIOUS MATERIALS, SMEARING, ETC. REMOVE DELETERIOUS DATE REV# ISSUED/REVISIONS DETAILS. PERCOLATION RATE(S) TO BE VERIFIED BY A QUALIFIED INDEPENDENT PARTY (I.E. SOIL MATERIAL, INCLUDING SLOWLY PERMEABLE SOILS, WITHIN SYSTEM FOOTPRINT, AS DIRECTED BY •DOCUMEWSFRovtDEDxSUeFOR THISDE-N—USEOON,xM-EUSE BPe EDI-EVBSUS/SE N•BOCK—E.rxEvmnvS-BBUSEDSOR,v,• ES SCIENTIST OR PROFESSIONAL SOILS ENGINEER) IN BORROW PIT PRIOR TO EXCAVATION; SUBMIT ENGINEER. FURroSE,NON�xcoreroRerEDiNnNrSUasEGueNrDascNwoRK,wirxourrEewRlnexwxaeNroF�aRRErrENOINEERs,FUL.ONUVDOCUrvo;NrSUBE�.eDnevBSUEDeoN m STRUC'GON•MAYBEUSEDFORSA E USERSHALLHOIDJA S-ENGINEERS,P HARM885AND E-ENDJAR MENGINBESS.BILL FROM ANY U-D USB.' WRITTEN RESULTS TO OWNER AND ENGINEER AT LEAST FIVE BUSINESS DAYS PRIOR TO HAULING. SCARIFY SUBGRADE; CHECK FOR AND REMOVE SMEARING AS REQUIRED PRIOR TO PLACEMENT p i uHH1r�NNi, L5. FILL SHALL BE GRADED AND THOROUGHLY COMPACTED IN SIX-INCH LIFTS. THE FILL SHALL BE OF SPECIFIED GRANULAR FILL. Of NEI.yY LEACHING SYSTEM SECTIONS XS1 GRADED TO THE LIMITS AND DEPTHS DEPICTED ON THE PLANS AND DETAILS. •PLACE AND COMPACT SYSTEM FILL IMMEDIATELY AFTER SUBGRADE HAS BEEN PREPARED AND S 0,9 L6. PERCOLATION TESTS SHALL ALSO BE PERFORMED IN ACCORDANCE WITH NYSDOH STANDARDS IN APPROVED, TO REQUIRED ELEVATION. p �q ter• ( ) >r 9 REPLACEMENT WASTEWATER PLACE IN LEACHING SYSTEM FOLLOWING COMPACTION. PERCOLATION TEST(S) TO VERIFY FILL •PERFORM PERCOLATION TESTS IN THE PLACED FILL MATERIAL TO CONFIRM DESIGN RATE. RAPAPORT RESIDENCE SUITABILITY SHALL BE PERFORMED AT THE FREQUENCY SPECIFIED ON THE PLAN AND/OR SECTION. •INSTALL LEACHING SYSTEM(S) TO GRADES AND IN CONFIGURATION SHOWN ON PLANS / m L, 16 BURNT RIDGE ROAD 2 d '' FAILING TESTS SHALL REQUIRE ADDITIONAL TESTS EVERY 1000 SF AROUND EACH FAILED TEST SECTIONS. QUEENSBURY,NEW YORK� 0 57� UNTIL THE LIMITS OF FAILING SOIL ARE IDENTIFIED. FAILING SOIL SHALL BE REMOVED AND .CROWN THE FILL TO DRAIN, AND INSTALL THE RESERVED NATIVE TOPSOIL, AND/OR A CLAYEY REPLACED WITH COMPLIANT SOIL. E.SS{O`"ti L7.IN NO CASE SHALL WHEELED EQUIPMENT, EXCEPT PLOWS WHERE REQUIRED, BE ALLOWED LOAM OR SILTY LOAM TOPSOIL, CAP AS DEPICTED ON THE PLANS (TO ALLOW OXYGEN JARRETT Engineers, PLLC 90F �P DIRECTLY ON THE SOIL WITHIN THE LEACHING AREA FOOTPRINT. (NO RUBBER TIRED EQUIPMENT TRANSFER BUT LITTLE INFILTRATION OF PRECIPITATION).- Gtvil&Environmental Engineering SHOULD EVER BE ALLOWED WITHIN THE WASTEWATER ABSORPTION AREA). TRACKED EQUIPMENT •SEED/PLANT, AND THEN MULCH, ENTIRE SYSTEM; MAINTAIN UNTIL GROWTH IS ESTABLISHED. H.THOMAS JARRETT SHALL BE USED FOR INSTALLATION, AND WHERE FILL MATERIAL IS REQUIRED, IT SHALL BE P.E.#57509 12 EAST WASHINGTON STREET GLENS FALLS,N.Y. DUMPED AT THE EDGE OF THE LEACHING AREA AND PUSHED IN PLACE AHEAD OF THE EQUIPMENT; COPYRIGHT@2017 - PHONE:(518)792-2907 TRACKED EQUIPMENT SHALL BEAR DIRECTLY ON 12" MINIMUM OF FILL MATERIAL AND NOT ON NATIVE SOIL. orae coFlESOFmIS—A - BwESFn-U.BEOONS-ED- AUGUST2017- PRO#17-005 SHEET:3OF6 -UD SY­10N.—E 'NO SBNrowErr 64SESHEET:22 x 34 PLOTTED REVISED:08/10/1711:00 AM BYA Lx:ENENGINEERIBUNIAWNL TANKS/STRUCTURES T-1)PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC. OR EQUIVALENT, WATERTIGHT ACCESS COVER FINISHED GRADE; REFERENCES TO HEAVY DUTY REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LQAbING. GRADE TO DRAIN AWAY FROM COVERS HDPE TANKS SHALL BE AS SUPPLIED BY FRALO, NORWESCO, OR OTHER APPROVED EQUIVALENT_ WATERTIGHT JOINTS, TYP. T-2)TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE HEAVY DUTY CONSTRUCTION COMPACTED NATIVE RISER SYSTEM AS REQUIRED (DESIGNED FOR (H-20) WHEEL LOADING). (OR SIMILAR) BACKFILL T-3)THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF SOIL PIPE; INSTALL AS ,,�, PERMANENT MARKERS OVER BURIED COVERS AND MEASUREMENT "TIES" TO PERMANENT SHOWN ON "SYSTEM PLAN"�\\ _ - ;,.i 12" MIN. / 36" MAX. COVER PER MANUFACTURER; FEATURES, AND SHOWN ON (RECORD) DRAWINGS (SEE GENERAL NOTES). i SEE INSULATION REQUIREMENTS - INLE;� c� " OUB/ IN SECTION VIEW AA TREATED LUMBER MARKER T-4)ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED TL 3" \\i.,;_ 1•_6 �, \. EFFLUENT PIPE; INSTALL AS ABOVE ALL BURIED COVERS; - AGAINST POSSIBLE FLOTATION USING HEAVY DUTY TANKS WITH 6" EXTENDED INTEGRAL BASES, OR SEE INSULATION ••�,� SHOWN ON "SYSTEM PLAN" SET LEVEL W/ GRADE BY AN ALTERNATIVE METHOD APPROVED BY ENGINEER. -3" MIN. T-5)TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS REQUIREMENTC +;\. \\ IN SECTION VIEW A4 �\/ SUPPLIER PROVIDED RUBBER „� ASTM C7227). WALL PENETRATIONS SHALL BE KOR-N-SEAL, OR OTHERWISE WATER TIGHT AS \\r%=y;. r \� GASKET IN INLET AND OUTLET PORTS INTERNAL BAFFLES / , \� �\� APPROVED BY ENGINEER. TANKS TO BE TESTED WATER TIGHT BY METHOD APPROVED BY NSF APPROVED EFFLUENT FILTER 10"t /,\�/\ 1\�/\��\\/ PROVIDE ADJUSTABLE LEVELING ENGINEER ENGINEER TO WITNESS AS REQUIRED \\\"''pr's 1j!��;�\\' ( )• / WITH 1/32" FILTRATION DEVICE ON EACH OUTLET T-6)CONTRACTOR TO INSTALL TANKS / STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT HDPE SEPTIC TANK BY "INFILTRATOR", INLET GJ 0 OUTLETS ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. "ROTH% OR APPROVED EQUIVALENT - T-7 SEPTIC TANKS SHALL HAVE AN NSF APPROVED OUTLET EFFLUENT FILTER DESIGNED FOR THE MIN. - 4" PVC GRAVITY SEWER ) FORT MILLER BOX 0 0.5% MIN. SLOPE FLOW RATE/TYPE IN THE SYSTEM. FOR SEPTIC TANKS PLUMBED IN SERIES THE EFFLUENT FILTER OR EQUIVALENT SHALL BE LOCATED ON THE OUTLET OF THE DOWNSTREAM TANK ONLY. FRAME AND COVER TO BE PROVIDED OVER FILTER FOR MAINTENANCE ACCESS, AND PERMANENT MARKERS SHALL BE PEA STONE, SAND, GRAVEL OR OTHER ----� PROVIDED OVER ALL OTHER TANK OPENINGS UNLESS OTHERWISE DIRECTED BY OWNER. SIMILAR GRANULAR MATERIAL TO BED THE TANK 12" MIN. OF CLEAN SAND UNDISTURBED NATIVE SOIL OR PEA GRAVEL FOUNDATION PIPING 1 SEPTIC TANK DETAIL 2 \ DISTRIBUTION BOX P-1)ALL GRAVITY SEWER PIPE & FITTINGS SHALL BE PVC SDR 26 OR 35 (SEE PLANS), ASTM D3034; I OR HPDE SDR 17, ASTM D3350: INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321, WD1 SCALE: N.T.S. WD1 SCALE: N.T.S. UNI-BELL "HANDBOOK OF PVC PIPE, DESIGN, AND INSTALLATION", AND MANUFACTURER'S RECOMMENDATIONS. P-2)GRAVITY SEWER PIPE JOINTS TO BE BELL & SPIGOT PUSH ON TYPE, ASTM D1312, DESIGNED FOR USE WITH PROJECT PIPING P-3)GRAVITY SEWER SHALL BE INSTALLED AT STRAIGHT & CONTINUOUS GRADE BETWEEN STRUCTURES (I.E. NO LOW OR HIGH POINTS), UNLESS OTHERWISE DIRECTED HEREON OR BY ENGINEER. GRAVITY RE-VEGETATE DISTURBED AREA SEWER SHALL BE LAID AT THE FOLLOWING MINIMUM GRADES: RAW SEWAGE: 4" 0 2%, 6" ® 1%; WITH LOW MAINTENANCE SETTLED SEWAGE (EFFLUENT): 4"AND 6" 0 0.5%f. ALL SEWER SHALL BE LEAKAGE TESTED BY NATIVE GROUND COVER; MULCH AS REQUIRED A NYSDEC APPROVED METHOD. _ END PLATE WITH "QUICK 4 EQUALIZER 36" '-48"t (AS REQUIRED) P-4)FORCE MAIN SHALL BE HDPE, ASTM D2239 OR F714, 100 PSI MIN PRESSURE RATING; OR, PVC, STANDARD END INFILTRATION CHAMBERS ASTM D2241, 100 PSI MIN PRESSURE RATING; FORCE MAIN TO BE INSTALLED PER ASTM D2774 I 4"t(AS REQUIRED) AND PIPE MANUFACTURER'S RECOMMENDATIONS. FORCE MAIN FITTINGS SHALL BE RESTRAINED OR 53 ACTUAL 4" PVC DISTRIBUTOR / \lj �������� THRUST BLOCKED TO PREVENT MOVEMENT. FORCE MAIN TO BE PRESSURE TESTED BY A NYSDEC \' APPROVED METHOD. . X/: ��\��\\// P-5)HDPE PIPE.AND FITTINGS ARE TO BE JOINED BY THE BUTT (HEAT) FUSION PROCESS, AND (�-48 EFFECTIVE \ \\ 1.2"i //�\\\ OEND y_ _ FROM DISTRIBUTION BOX //j��j�f\��J��j��j�����j��j /��j��j��j��j��j,/�%��j\,�i JOINING EQUIPMENT SHOULD BE AS APPROVED BY THE MANUFACTURER. PROPERLY EXECUTED END END PLATE WITH - //\��\//�\��\j�\jam\�/�\�/�\j�xyl\j���/\/\�\/\\\ PIPING SHOULD NOT BE USED JOIN'TFOR ADAPTERICATIONS ,HERE SHEAR ELECTRO-FUSION FITTINGS MAY BE USED. EXTRUSION H AROOR STRUCTURAL STRENGTH ISING OR HOT GAS WELDING OF 4" PVC EQUALIZATION PIPE STANDARD INVERT - - FITTINGS, AND SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY CONNECT HDPE (BOTTOM HOLE) PIPE. REFER TO MANUFACTURES RECOMMENDATIONS. 3 "QUICK 4 EQUALIZER 36" DETAIL 4 VEGETATED DIVERSION SWALE P-6)SCH 40 PVC PIPE AND FITTINGS ARE TO BE JOINED BY A SOLVENT WELD PROCESS, OR OTHER APPROVED METHOD, IN ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS. SCALE: N.T.S. �A� SCALE: N.T.S. MECHANICAL JOINT ADAPTER, FLANGES, UNIONS, GROOVED COUPLERS, TRANSITION FITTINGS, AND WD1 Y1ID1 SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY CONNECT SCH 40 PVC PIPE, IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. P-7)THERMOPLASTIC PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE, AS RECOMMENDED BY THE MANUFACTURER. MOUND TO SHED WATER UNLESS UNDER ROADWAYS; RESTORE ROADS AND WALKWAYS TO ORIGINAL CONDITION; TOPSOIL SEED & MULCH NON PAVED AREAS NAT VE SOIL BACKFILL LESS \�// TOBI8LES AND LARED GER COMPACTED MPOR CTSDIDE INSTALL MARKER \ �\+�/\�/ 1 \\/\ ROADWAYS, 95% MODIFIED PROCTOR TAPE 18' DEEP 4'O' MIN COVER WITHIN ROADWAYS CLEAN SAND (100% PASSING Y4", /��'= •.�i, �-y�„',fes='•�,�\�� 1 MAXIMUM 10% PASSING 200 SIEVE) -.4 P ,:t\/\\�/\\�18” MIN ISSUED FOR CONSTRUCTION 6" MIN. (TYP.) \,:7f. - 'je ✓ ///j 4" MIN (6" IF PIPE(S) \ •ij\�j\� ROCK BELOW) 08-10-17 Q SUBMITTED TO THE TOWN OF QUEENSBURY FOR WASTEWATER PERMIT (SEE PLAN FOR SIZE) /\� h�/\/\�\, DATE I REV#I ISSUED/REVISIONS MENTSPROVIDEDINSUPPO—E-11 DESIIIF IEDGEDONLY FOR THE DSI S—ED INTHE ISSUEIRE—ON'BIOCKAMO THEY MAY NOTED USED FOR—ER BSEQUENT DESIGN WORK, EN-OUT THE WRITTEN CONSENT OF JARRETT ENDINEIII,Pttc.oxLY­NTN—LED AS ISSUED FOR coxsTADCTION MAY BE USED FOR SAFNI USERSHALLHOLDJARRITT ENDINEERS,PLLC HARMLESS AND DEFEND JARRITT ENDINI FROM AU OR—USE' AHux THANVINIi of NEwy CONSTRUCTION DETAILS Wpi iQ IF 4' COVER CANNOT BE ACHIEVED, THEN r�P S0 INSULATION IS RECOMMENDED. INSULATE WITH 2" J�9 REPLACEMENT WASTEWATER RIGID FOAM PIPE INSULATION & FASTEN SECURELY RAPAPORT RESIDENCE TO PIPE, OR EQUIVALENT; PROVIDE PROTECTIVE COVER OR CASING AS REQUIRED. O / 16 BURNT RIDGE ROAD ® IN VEHICULAR TRAFFIC AREAS, IF 3'0" COVER QUEENSBURY,NEW YORK CANNOT BE ACHIEVED, FORCE MAIN SHOULD BE N � � - PLACED IN A PROTECTIVE CASING. AFESS10`a � JARRETT Engineers, PLLC- 5 H.THOMAS JARRETT Civil&Enuironmental Engineering WASTEWATER TRENCH P.E.#57509 12 EAST WASHINGTON STREET GLENS FALLS,N.Y. Wpi SCALE: N.T.S. COPYRIGHT o2Gl7 PHONE:(518)792-2907 - - EU.SEAL _.US U U_ AUGUST2017 PRO#17-005 SHEET:4 OF 6 - AND"UD ATHII DDcuMExrrxcEFr BYA LICENSED ENGINEEE IS UNIAWNL BASESHEET:22 x 34 PLOTTED/REVISED:08/10/1711:00 AM PUMP STATION SPECIFICATIONS ELECTRICAL SPECIFICATIONS(CONTINUED) PUMPS: (10) BOND CABLE GROUND TO PUMP HOUSING AND IF APPLICABLE, THE GUIDE RAILS. (1) INSTALL PUMPS PER MANUFACTURERS RECOMMENDATIONS. (11) ALL WORK CABLE MOCST AL ORF STATEO THE DESLATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ANY (2) ENGINEER TO WITNESS OPERATION OF PUMP STATION UPON COMPLETION. (12) CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AT THEIR EXPENSE. (3) SUBMERSIBLE GRINDER PUMP, 10, 115V OR 230V TO MATCH POWER SUPPLY. (13) PROVIDE NYS BOARD OF FIRE UNDERWRITERS INSPECTION CERTIFICATE AT COMPLETION OF WORK. (4) SOLIDS HANDLING. (14) PERFORM ALL TESTS TO VERIFY THAT THE ENTIRE INSTALLATION IS FUNCTIONING AS REQUIRED. (5) MYERS MODEL VRS20A-21. (6) TEST PUMPS FOLLOWING INSTALLATION; MEASURE DISCHARGE RATE DURING TEST AND PIPING SYSTEM ADJUST THROTTLING TO ACHIEVE 15 TO 20 GPM DISCHARGE RATE. MARK VALVE (1) PUMP STATION PIPING: OPERATOR(S) AT THIS POSITION. SCHEDULE 80 PVC. CONTROL&,ALARM PANEL(S) (2) VALVES: CHECK — PVC, BALL TYPE. COORDINATE LOCATION SHUTOFF / THROTTLING — BALL VALVE — PVC WITH OWNER (1) INSTALL CONTROLS PER MANUFACTURERS RECOMMENDATIONS. (2) ENGINEER TO WITNESS OPERATION CONTROL PANEL UPON COMPLETION. STRUCTURES (3) DUPLEX CONTROLLER WITH ALTERNATOR AND ALARM; MODEL 122 BY SJE RHOMBUS, (1) HEAVY DUTY CONSTRUCTION SUITABLE FOR H-20 TRAFFIC LOADING, UNLESS OTHERWISE NOTED, ALARM CONTROL OR EQUIVALENT; IF AVAILABLE INCLUDE PUMP SEAL FAILURE ALARM; ENCLOSURE TYPE PANEL PANEL JUNCTION BOX DICTATED BY LOCATION. SHALL BE PRE—CAST CONCRETE STRUCTURES BY FORT MILLER CO. INC. OR APPROVED EQUIVALENT. 4 PROVIDE SEPARATE POWER CIRCUITS, WITH BREAKERS, FOR PUMPS AND ALARM. (WALL PENETRATIONS FOR PIPE AND CONDUIT SHALL BE SLEEVED; SEAL SLEEVE TO WALL WITH SEWAGE PUMP(S) _ 2 ( ) NON—SHRINK GROUT (OR OTHER APPROVED METHOD, I.E. KOR—N—SEAL BOOT), SEAL PIPE TO (5) HOA SWITCH, WITH RUN LIGHT ON PANEL DOOR, FOR EACH PUMP. SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL). (2) THERMOPLASTIC STRUCTURES SHALL BE DESIGNED FOR THE USE PROPOSED, AS DEMONSTRATED BY 10 POWER (SOURCE PER OWNER) (6) VISUAL AND AUDIO ALARM. THE MANUFACTURER AND AS APPROVED BY THE ENGINEER. (7) ALARM RESET AND TEST BUTTONS ON DOOR. INLETS TO LEACHING SYSTEM— (8) LOCATE AS DIRECTED BY OWNER. 2 — 2"TEE(S) W/ (9) FLOAT LEVEL SWITCHES FOR PUMP AND ALARM CONTROL REQUIRED. DRAIN BACK VALVE ELECTRICAL SPECIFICATIONS INSTALL PUMPS UNDER COVER TO FACILITATE 48" DIA. X 72" DEEP BASIN EASY REMOVAL AND INSTALL JUNCTION BOX BY AK INDUSTRIES, INC., WITHIN REACH OF COVER FOR MAINTENANCE THROUGH EMMONS PURPOSES. PUMP & CONTROL, INC. CONTROL POWER 115 VAC PLAN (1)(2)(3) (4) (5)(6) I12 AUX H—LEVEL ALARM J NEW RELAY (N CONTROL PANEL) HATCH COVER SIZING COORDINATED WITH OWNER, TO FACILITATE EASY ACCESS TO PUMPS DURING FUTURE MAINTENANCE "T" HANDLE VALVE OPERATOR JUST UNDER OPENING, (7) R� REMOVABLE FOR USE WITH 2" VALVES, HANG NEAR HATCH L1 1 2" RISER WITH CAP FOR LIFT OUT OR EQUIVALENT (CO OR3" DIA. VENT PIPE (VENT MAY BE ROUTED D WITH OWNER) RWATER M 20 AC, 1PH) TO TREE / BUILDING OR OTHER LOCATION SEPT C EFFLUENT PUMP P NEMA TYPE 6 JUNCTION BOX 1°-6" FOR AESTHETICS / SAFETY REASONS) TANK STAT ON (8)(9) (MIN.) (1) PROVIDE SURGE ARRESTER IN POWER SUPPLY PANELBOARD. SURGE ARRESTER SHALL BE GRADE TO DRAIN AWAY—a A SQUARE D CATALOG #SDSA1175 OR EQUIVALENT AND RATED FOR 240/120 VAC, SINGLE PHASE SERVICE. POWER CORD \\ A HEAVY DUTY POLYETHYLENE LIFT OUT WATER TIGHT JOINTS (TYP.) � CORDS L(2 REQ D) ATTACHED TO STAINLESS (2) IF PANELBOARD IS NOT GROUNDED, PROVIDE A #4 AWG COPPER GROUND CONDUCTOR FROM THE PANELBOARD TOA 5/8" X 8' COPPER CLAD STEEL GROUND ROD AND INLET FROM SEPTIC TANK—> � � PITLESS ADAPTER OR EQUIVALENT BONDED TO THE WATER SERVICE PIPING. 2ND ALARM ON & WATER SUPPLY SHUT OFF 'C� _ 3 FOR DUPLEX PUMPS, PROVIDE 1 — 2 POLE CIRCUIT (AMPERAGE TO MATCH PUMP ALARM ON & LAG PUMP ON ./ 2" FULL PORT BALL VALVE ( ) — —� J REQUIREMENTS) BREAKER (PUMP POWER) AND 1 — 1 POLE 15 AMP CIRCUIT BREAKER LEAD PUMP ON ,{ TO LEACHING SYSTEM—> (CONTROL POWER) IN HOUSE PANELBOARD. IF NO SPACE IS AVAILABLE IN PANELBOARD, 2" PIPING 2"2" FORCE MAIN PROVIDE A LOADCENTER (SQUARE D TYPE QO OR EQUIVALENT) ADJACENT TO THE SEWAGE PUMPS '/ PANELBOARD. THE LOADCENTER SHALL BE RATED FOR 240/120 VAC, SHALL HAVE A NEMA �/ j PROVIDE 2" TEE WITH 1 ENCLOSURE AND SHALL CONTAIN THE TWO CIRCUIT BREAKERS DESCRIBED ABOVE. PUMP OFF L FLOAT SWITCHES (4 REQ-D) \/ 2" BALL VALVE (N.C.) ON BRANCH UGSI ON THEPLOADCENTIER. g" OF (2 + GND) CONDUCTORS FROM THE PANELBOARD TO THE (FOR WINTER DRAIN BACK) (4) ALL ELECTRICAL CONDUCTORS ARE TO BE SIZED ACCORDINGLY TO MATCH ELECTRICAL THOROUGHLY COMPACTED11 \ Q \\\ ANITFLOTATION FLANGE ON BOTTOM OF CHAMBER. REQUIREMENTS OF EACH COMPONENT. INSTALL PER MANUFACTURER RECOMENDATIONS (5) PROVIDE (2 + GND) CONDUCTORS FROM PUMP POWER CIRCUIT BREAKER TO CONTROL 2"TEE PANEL. PROVIDE (2) CONDUCTORS FROM CONTROL POWER CIRCUIT BREAKER TO CONTROL SECTION PANEL. NONMETALLIC SHEATHED CABLE (ROMEX) MAY BE USED. IF SINGLE CONDUCTORS NOTES: 2" CHECK VALVE ARE USED THEY MUST BE INSTALLED IN EMT. 1) LOCATE VALVE OPERATORS & JUNCTION BOX TO BE READILY ACCESSIBLE THROUGH COVER(S). (7) INSTALL CONTROL USED TO SHUT F T EEWAT RR MS PUMP DVUEETTOWITH A HIGHLEVEL ALARM THEN ISSUED FO R CONSTRUCTION 2) WATER SUPPLY SHUTOFF TO BE A SOLENOID VALVE OR A RELAY TO SHUT OFF WATER SUPPLY PUMP ( ) IFARELAY SFTHE FOLLOWING SHALL BE PROVIDED. PROVIDE AN AC INDUSTRIAL CONTROL RELAY IN A POWER. (SEE ELECTRICAL SPECIFICATIONS) NEMA 1 ENCLOSURE (SQUARE D CLASS 8501 TYPE X OR EQUIVALENT). RELAY CDIL08-10-17 0 SUBMITTED TO THE TOWN OF QUEENSBURY FOR WASTEWATER PERMIT SHALL BE RATED FOR 120 VAC. RELAY CONTACTS SHALL BE RATED ACCORDING TO WATER 1 PUMP MOTOR FULL LOAD AMP RATING OR FOR 10 AMPS IF WATER PUMP CONTROL DUPLEX GRINDER PUMP SYSTEM CIRCUIT CAN BE USED. LOCATE RELAY ADJACENT TO CONTROL PANEL AND LABEL DATE REISSUED/REVISIONS PS1 SCALE: N.T.S. ENCLOSURE. PROVIDE WIRING TO RELAY FROM CONTROL POWER CIRCUIT LISTED IN NOTE BRIENCONSTRUETION MAYBE SU—ST R ME DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE'ISSUE/RS-01'BR-GSBOVe.HEY MAY NO HE USED OR AN O eR 3 FOR PROPER OPERATION OF RELAY. "IBSEQUENT DESIGN WORK,,THOUTTHEWwTTER IDNSENT OFJARRETT ENGINEERS,vL,.�.ONLYDDcm MSLAeELEDAs�IEEOEDPOR ER SHALL HOLD JAR ETT ENGINEERS,PLLC HARMLESS ANB DEFENDJARRETT ENGINEERS,PLLC RRONANY UNAUTHORIZED uSE' (6) PROVIDE (14) TYPE THW CONDUCTORS (2 + GND) CONDUCTORS FOR EACH PUMP AND uRNuvwu- (8) CONDUCTORS FOR LEVEL CONTROL SIGNALS) IN A 2" SCHEDULE 40 PVC CONDUITc 0FNEwr.. DUPLEX GRINDER PUMP SYSTEM pg1 FROM THE CONTROL PANEL TO THE WET WELL JUNCTION BOX. PVC CONDUIT SHALL BE S 0,� BURIED A MINIMUM OF 24" BELOW FINISHED GRADE. TRENCH SHALL BE BACKFILLED WITH O ✓�9: 5" REPLACEMENT WASTEWATER CLEAN SAND FILL UNTIL CONDUIT ARE COVERED. RAPAPORT RESIDENCE (9) PROVIDE TERMINATIONS IN WET WELL JUNCTION BOX PER MANUFACTURER'S INSTRUCTIONS. m ; ;. u 16 BURNT RIDGE ROAD QUEENSBURY,NEW YORK Asp JARRETT Engineers, PLLC H.THOMAS JARRETT Civil&Enuironmental Engineering P E.#57509 12 EAST WASHINGTON STREET GLENS FALLS,N.Y. COPYRIGHT 02017 PHONE:(518)792-2907 ONLYCOAESOF H—RECO AED REo UE BLUE EEAE AUGUST 2017 PRO#17-005 SHEET:5 OF 6 BYAIICEN BE ENGSIN�us UE=IX ' BASESHEET:22x34 PLOTTED REVISED:08/10/1711:00 AM ESAND BAGS LAID TIGHT EROSION&SEDIMENT CONTROL: EROSION&SEDIMENT CONTROL CONSTRUCTION NOTES: END TO END, PERPENDICULAR TO DIRECTION OF FLOW GEOTEXTILE FABRIC: FILTER X, MIRAFI 100x, STEEL OR 2" x 2" ES-1) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, ALL EARTHWORK SHALL BE 1) CONTACT PERMITTING AUTHORITIES REGARDING CONSTRUCTION START DATE, AND ENGINEER TO STABILENKA T140N, OR EQUIVALENT; OVERLAP HARDWOOD POSTS CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE SCHEDULE A PRE-CONSTRUCTION MEETING, PRIOR TO START OF CONSTRUCTION. & TIE JOINTS 6" MINIMUM PLANS AND/OR THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL", USDA-NRCS, - FLpW 24" (MAX.) TYR. AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. - 2) EROSION & SEDIMENT CONTROL TO BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. - C� � _ T �� ES-2) LAND DISTURBANCE IS DEFINED AS DISRUPTION OF ESTABLISHED GROUND COVER/SOIL, AND NO LAND 3) NYSDEC TRAINED PERSONNEL IN EROSION AND SEDIMENT CONTROL SHALL INSPECT SITE DAILY AND TYPICAL DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND MAINTAIN LOG/REPORT BOOK. HARD SURFACE TIE POINTS SEDIMENTATION. LAND DISTURBANCE SHALL NOT EXCEED LIMITS SHOWN ON DRAWING WITHOUT APPROVAL OF THE PERMITTING AUTHORITY. (NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL "BLUE BOOK" CAN SECURELY FASTEN WIRE ES-3 F PROJECT_ IN THE LAKE GEORGE BASIN: WITHIN 500 FEET OF THE MEAN HIGH WATER OF ANY BE FOUND AT: http://www.dec.ny.gov/chemical/29066.html ) � I_-5' MAXIMUM—, FENCE TO POSTS & LAKE, POND RIVER, STREAM, OR WETLAND, NO LAND AREA, INCLUDING AREAS STOCKPILED WITH EARTHEN OTHER ENVIRONMENTAL CONTROLS: SAND BAGS FABRIC TO FENCE MATERIALS, WHICH HAS BEEN CLEARED MAY BE MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE THAN 24 HOURS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR 1.) PROTECT SITE DURING CONSTRUCTION IN ACCORDANCE WITH NYSDEC STORMWATER DESIGN MANUAL EROSION CONTROL DEVICES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER AND NYS EROSION & SEDIMENT CONTROL GUIDLINES ("BLUE BOOK"); LATEST EDITION STEEL OR WOOD POST WITH - BODY. ACCEPTABLE PROTECTIVE COVERINGS INCLUDE NATURAL MULCH OF A DEPTH OF TWO INCHES, ROCK RIP-RAP, NON-DEGRADABLE MATERIALS SUCH AS PLASTIC OR CANVAS COVERINGS, AND IMPERVIOL; 2.) TEMPORARY FUEL TANKS SHALL BE PROVIDED WITH SECONDARY CONTAINMENT EQUAL TO 100% OF WOVEN WIRE FENCE STRUCTURES. TANK CONTENTS; AND AREA UNDER FUEL LINES SHALL BE COVERED IN WOODCHIPS, ABSORBENT (14.5 GAUGE MIN.; MATTING, OR OTHER APPROVED ABSORBENT MATERIALS. 6 MESH SPACING AS REQUIRED) ES-4) IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS BEEN TEMPORARILY OR PERMANENTLY CEASED, 1'-4" 1'-4" TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR IMP 2MENTED SHEET FLOW DRAINAGE FLp�nl 7— WITHIN SEVEN (7) DAYS FROM THE DATE THE SOIL DISTURBANCE ACTIVITY CEASED. THE SOIL STABILIZATION r FLOW MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THE MOST CURRENT VERSION OF THE TECHNICAL n n n n A \8" 1'-8" FLOW STANDARDS, NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. LI ISI ILI LI B r4' MIN. 1 �8" FUp`N 1 g= `- M '/ �! MIN. ES-5) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, EROSION AND SEDIMENT CONTROL GEOTEXTILE FABRICS\ DRAIN ROCKMEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE RESTORATION IS 4' MIN.1MEDIUM RIP RAP (TYP.) `�� GEOTEXTILE FABRIC COMPLETE AND ESTABLISHED. BUTT BALES TOGETHER, ° �� 1'-4"-I 4"x6"TRENCH NON-WOVEN GEOTEXTILE FABRIC WITH COMPACTED BACKFILL 1'-4" ES-6) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING I.E.: NO GAP IF IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOTES: NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT GEOTEXTILE FABRIC WRAPPED DIKE CONSTRUCTED USING AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. AROUND HAY BALES, AS SHOWN ABOVE ORIGINAL GRADE CRUSHED STONE AND LIGHT 1) THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR RIP RAP SEMI-PERMANENT BASIS (1 YEAR MAXIMUM) FOR EROSION CONTROL. ES-7) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT 2" x 2" HARDWOOD STAKES OR RE-BARS CONTROL SYSTEMS; CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO OWNER/ DRIVEN FLUSH WITH BALE; 2 STAKES ENGINEER FOR APPROVAL. PER BALE REQUIRED, ONE VERTICAL, ONE ANGLED NOTES: 2) SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. ES-8) EROSION CONTROL MEASURES SHALL BE EMPLOYED FROM DAY 1 OF CONSTRUCTION UNTIL FINAL 1) THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW 3) MAXIMUM SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED SITE STABILIZATION TO PREVENT EROSION; OPTIONS INCLUDE: It 4" MIN. DRAINAGE ON MODERATE SLOPES, OR AS A CHECK DAM SEDIMENT TRAP INA A) GRADE DISTURBED AREA AND SEED (TEMPORARY OR PERMANENT) IMMEDIATELY AFTER ON A SLOPE: —8" MIN. (TYP.) DRAINAGE DITCH; IF USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY. SLOPE STEEPNESS MAX SLOPE LENGTH CURRENT WORK IS COMPLETED OR TEMPORARILY SUSPENDED. OVERLAP FABRIC 2) "A" TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER 2:1 25 FT B) MULCH WITH STRAW, BARK MULCH, STONE, ETC. C) APPLY EROSION CONTROL MATTING. ® STAKE FOR PERMANENT EARTH DIKES. 3:1 50 FT D) OTHER, AS APPROVED BEDDING DETAIL 3) "B"TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING 4:1 75 FT NOTES: GROUND OR MAXIMUM 18" HIGH. 5:1 OR FLATTER 100 FT EARTHWORK&TURF ESTABLISHMENT: 1) THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE ON DISTURBED 4 INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED SOILS, HAY BALE DIKES ARE NOT SUITABLE FOR STREAM CHANNELS. EARTH DIKE SEDIMENT AS NEEDED; 9" (MAX.) RECOMMENDED STORAGE HEIGHT. ON THESE PLANS OR BY OWNER. 2) HAY BALE DIKES MAY BE USED FOR TEMPORARY (180 DAYS MAXIMUM) 5) REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ET-2) TOPSOIL, PLANT/SEED, AND MULCH DISTURBED AREAS TO ESTABLISH PERMANENT VEGETATIVE GROWTH EROSION CONTROL. CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. (GRASS AT OTHER NATIVE/NATURALIZED ED MATERIALS A CONTACT OWNER AND/OR LOCAL SOIL CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. STRAW BALE DIKE FILTERMPOST 2"X2"SOCK*PLACED AT lo'ODEN STAKES SILT FENCE ET-3) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND AS DIRECTED BY OWNER. W WWWWWW ET-4) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS DIRECTED DITCH STABILIZATION GUIDELINES BY THE TOWN. (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS A MIN. NEEDED; ADDITIONAL OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY Br..4' MIN.--\ CONTOURS DEPENDING ON SITE CONDITIONS) CONTOURS ,FLOW 1� !/jJ DS-1) 0-6%: SEED & MULCH 4' MIN. MEDIUM RIP RAP (TYP.) \ DS-2) 6-10%: SEED & MULCH W/ TEMPORARY EROSION CONTROL MATTING NON-WOVEN GEOTEXTILE FABRIC (EX. NORTH AMERICAN GREEN MODEL: P300 OR APPROVED EQUIVALENT) �.� 8 1 DS-3) 10-15%: SEED & MULCH W/ TEMPORARY OR PERMANENT EROSION _ DIKE CONSTRUCTED USING ,O • CONTROL MATTING ORIGINAL GRADE CRUSHED STONE AND LIGHT _ _ _ - ��.. (EX. NORTH AMERICAN GREEN MODEL: C350 OR APPROVED EQUIVALENT) NOTES: RIP RAP ■ DS-4) 15%+: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING 1) THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW DRAINAGE ON MODERATE -- - • (EX. NORTH AMERICAN GREEN MODEL: P550 OR APPROVED EQUIVALENT) SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A DRAINAGE DITCH; IF USED AS A CHECK DAM, • • OR OTHER APPROVED MEASURES (STONE CHECK DAMS AND/OR RIP RAPPED PROVIDE OVERFLOW CAPABILITY. 2"X2" WOODEN • COMPOST FILTER CHANNEL) STAKES PLACED SOCK 2) "A"TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER FOR PERMANENT EARTH 10' O.C. SLOPE STABILIZATION GUIDELINES DIKES. (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS NEEDED; ADDITIONAL OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY 3) "B"TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING GROUND OR MAXIMUM DEPENDING ON SITE CONDITIONS) 18" HIGH. 1.) COMPOST FILTER SOCKS WILL BE PLACED ON THE CONTOUR WITH BOTH TERMINAL ENDS OF THE SOCK EXTENDED 8 FEET UP SLOPE AT A 45 DEGREE ANGLE TO PREVENT SS-1) 0-25%: SEED & MULCH 4) SEDIMENT TO BE REMOVED WHEN 25% OF THE DIKE'S FUNCTIONAL VOLUME HAS BEEN LOST. BYPASS FLOW. ISSUED �O T'� CONSTRUCTION O T T('`��T T T�J�'�T`"�T T SS-2) 25-33%: SEED & MULCH W/ TEMPORARY EROSION CONTROL MATTING j�.``J 1\v' 1.\f 1�,,�/ U 1 1 V 1\v' 5) DIKES TO BE REMOVED AND AREAS STABILIZED WITH AN APPROPRIATE VEGETATION THAT MATCHES 2.) DIAMETERS DESIGNED FOR USE SHALL BE 12"-32" EXCEPT THAT 8" DIAMETER (EX. NORTH AMERICAN GREEN MODEL: S75BN OR APPROVED EQUIVALENT) SURROUNDING AREAS AND MULCHED TO PREVENT EROSION. SOCKS MAY BE USED FOR RESIDENTIAL LOTS TO CONTROL AREAS LESS THAN .25 ACRES. SS-3) 33-50%: SEED & MULCH W/ TEMPORARY OR PERMANENT EROSION SUBMITTED TO THE TOWN OF OUEENSBURY FOR WASTEWATER PERMIT STONE DIKE CONTROL MATTING ON SLOPES 08-10-17 3.) COMPOST SOCKS SHALL BE ANCHORED IN EARTH WITH 2" X 2" WOODEN STAKES (EX. NORTH AMERICAN GREEN MODEL: S150BN OR APPROVED EQUIVALENT) I 10 DRIVEN 12" INTO THE SOIL ON 10 FOOT CENTERS ON THE CENTERLINE OF THE SOCK. DATE REV# ISSUED/REVISIONS (CONTRACTOR MAY USE THE DETAIL SHOWN ABOVE FOR SEDIMENT CONTROL FOR CONCENTRATED FLOWS) SS-4) 50-100%: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING ON IT 11 I+sIRS—-.ro1HsF.�1-111F:IFIlOo PFFI11.0lSs /RFlllC�F—IIaouF:.rxer.r.,1-I F.III. -III -Ill (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL 4•) THE MAXIMUM SLOPE LENGTH ABOVE A COMPOST FILTER SOCK SHALL NOT EXCEED SLOPESENIRS NrUER1oNwo"r,unrx,,,,rIII 1,R,rrENIoNSE"roFrakRFrrE.r:,"RERs,Prr�. ".r-�rx:,,n„.NTs�.,NErelas�5=„rr,r<,z "BLUE BOOK” FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL THE FOLLOWING LIMITS (EX. NORTH AMERICAN GREEN MODEL: SC15DBN OR APPROVED EQUIVALENT) ��"sTR�,�roNMwaeuse�rops„Ise IFFI.IH.4,,�N1r1raISIFTIIIIIIE ,Pr1���,��rss.,"��rFrN�,��.k�rrIIIIN—G,P�r�Pre,.�., 11 Aoxox�rFoosF� =Rs . . �xrN r (CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) DIAMETER SLOPE7. ur+NmnN,, (IN.) 2 5 10 20 25 33 50 SS-5) 100%+: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING ON ,` QFNEW ` y ENVIRONMENTAL CONTROL DETAILSEC1 8 300 200 100 50 40 30 20 SLOPES �P s✓ ° 12 375 29 REPLACEMENT WASTEWATER I 50 125 fi5 so 4a 2s I (EX. NORTH AMERICAN GREEN MODEL C125BN OR APPROVED EQUIVALENT) y G y,P. � 18 500 275 150 70 55 45 30 (OR OTHER APPROVED STRUCTURAL MEASURES) * RAPAPORT RESIDENCE 24 650 325 200 130 100 50 35 32 800 425 275 150 120 75 50 m "R , w 16 BURNT RIDGE ROAD 7 QUEENSBURY,NEWYORK COMPOST FILTER SOCK :FSs �A` JARRETT Engineers, PLLC (CONTRACTOR MAY USE ANY OF DETAILS SHOWN ABOVE FOR SEDIMENT CONTROL OF SHEET FLOW ONLY) H THOMAS JARRETT Civil&Environmental Engineering (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL "BLUE BOOK” FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL (CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) P E.#57509 12 EAST WASHINGTON STREET GLENS FALLS,N,Y. 1 SEDIMENT CONTROL BARRIER (SHEET FLOW) COPYRIGHT©2017 PHONE:(518)792-2907 ONIP COFES OF THIS�EC l/ SCALE: N.T.S. KIEsEIp E AUGUST 2017 PRO#17-005 SHEET 6 OF 6 J SHEET FLOW BARRIER DEVICE SYMBOL: - x- x- x- x- x- x- x x- x x x x „EIREENa IN..>.,iu.✓Fu�. —ESHEET.22,31 PLOTTED/REV.SED 08/10/171100 AM Gun-k—6OCCSti—2...Z,k(4. COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC. Main Office 176 Doe Run Road - Manheim, PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL : Permit No. __ __ ......._....„.....C rt. 0 2 0 § 9) 5 Cut-in Card No. A 4, iV' * , di.. i ner.....4,_ „,/, ,i-,t,b.-3,„ / (7:: ., c„,-) Location. t_ r2y 0 Installatron Consistin 17 . , -... t , ,,,...,....., „<, :,, . . , ..„, /,,, X,,,,t/A *I" Installed By_4/°), 1././1.7 i e ""Ali 1)/V11.- Lie, No -:..• .7.0 The conditions following governed the issuance of this certificate, and any certificate previously issu',:„: ;,,,,l --------,--. cancelled: - This certificate .only covers the electrical equipment and installation conditions as of date. o U:,;'::',,,I:,,,t..,,r;?3,1;,- i introduction of additional equipment or alterations, applica on shall be promptly made for inspecp,, '04 irfvey..,04",t inspectors of this Company shall have the privileg- of maki inspections at a 'rne, Eii1:4.i.:1;,;„:",.1., rules are violated, the Company shall have the right to , yoke tii ertificate./ . • ,4,,„/„.0.1te.:,-,,. ,o, i'',/ .4 Date., / , t----3 1 0-9 / i? INSPECTOR .. .. .; ... .. .4. ...... .. . .... ... . .......,....,. /044i,,' Mani r N.F.P.A., I.A.F. ,:‘,,,..-34'441:* - o c3oo5ct JARRETT Engineers, PLLC Civil&Environmental E gineering Transmitted via Email September 4, 2018 John O'Brien Town of Queensbury Building& Codes 742 Bay Road Queensbury,NY 12804 johno@queensburv.net SEP ti 4 Mb � Re: Rapaport Residence WW TOWN OD QUEENSBURY 16 Burnt Ridge Road gU1LNG DE__------��-' Town of Queensbury JE 17-005 Dear John, This letter is to certify that representatives from this office visited the Rapaport residence during construction to observe the installation of the replacement on-site wastewater septic tank and leaching system. Based on our field observations, it is our belief that that system was constructed substantially in conformance with the August 10, 2017 `Issued for Construction' design plans entitled, "Replacement Wastewater Rapaport Residence". Our office has not witnessed the pump station installation/operation, however, we understand that you have witnessed that system and that it was installed and is functioning as intended. If you have any questions,please do not hesitate to contact us at(518)792-2907 or me via email at tjarrett(&jarrettengineers.com. Sincerely, JARRETT Engineers, PLLC `` vI 2018.09.04 11:40:46-04'00' H. Thomas Jarrett, P.E. Principal F:IDataFile12017 ProjI2017 Resid117-005 Rapaport SepticlWork Docs117005180904 Cert krlSrce Files117005180904 WW Cert Ltr.doc 12 East Washington Street 518 792-2907 Glens Falls,NY 12801