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SEP-0545-2018TOWN 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-0545-2018 Date Issued: Wednesday, January 23, 2019 This is to certify that work requested to be done as shown by Permit Number has been completed. SEP-0545-2018 Tax Map Number: Location: Owner: 289.11-1-38 66 REARDON RD John Buchanan Applicant:Jarrett Engineers, PLLC 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 Planning Board or Zoning Board of Appeals. Director of Building & Code Enforcement 7 -+-_ TOWN OF QUEENSBURY 0;" yy 1 P 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: SEP-0545-2018 Tax Map No: 289.11-1-38 Permission is hereby granted to: Crandall Excavating For property located at: 66 REARDON 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: John Buchanan Septic Disposal-Residential $0.00 Owner Address: 962 Bay RD Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Crandall Excavating 63 WOODCHUCK HILL RD Lake George,NY 12845 Plans&Specifications Residential Septic Alteration $ 75.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Wednesday,August 28,2019 (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 d.te. Dated at the Town Quee ury; 4Tufs, . /_ 1 gust 28,2018 ✓; SIGNED BY: ' for the Town of Queensbury. Director of Building&Code Enforcement / :` SEPTIC DISPOSAL P4Jr12 ______.1 ..TAE P FTA,6O5 &ice Use Only -'ti_ 742 BayRoad,Queensburyu --� row„�Q sb�ry P:518 761-82 6 wwv..g urv.net P rmit#: 3 i� ✓ AUG 242018 Tax Map ID#: 289.11-1-38 .1 P rmit Fee:$ ; Invoice#: OP Project Location: 66 Reardon Road TOWN OF QUEENSBURY Septic Variance? Yes No ;i; P;;;vi-`, Primary Owner(s) Buchanan Truk, o nr Mailing Address 962 Bay Road,Queensbury,NY 12804 Phone & Email 610-909-7709 jayrb03@gmail.com Installer/Builder Crandall Excavating(Chris Crandall) Mailing Address 63 Woodchuck Hill Road,Lake George,NY 12845 Phone & Email 518-793-0431 criscrandalldigs@gmail.com Engineer JARRETT Engineers,PLLC Mailing Address 12 East Washington St.,Glens Falls,NY 12801 Phone & Email 518-792-2907 tjarrett@jarrettengineers.com Contact Person for Building&Code Compliance: John Buchanan Phone: 610-909-7709 RESIDENCE INFORMATION: Year Built Gallons #of bedrooms X gallons per =total daily flow per day bedroom Garbage Grinder Yes No 1980 or older 150 3 110 330 Installed? (circle one) X 1981-1991 130 Spa or Hot Tub Yes No Installed? (circle one) X 1992-Present 110 PARCEL INFORMATION: Topography Flat Rolling Steep Slope 5* %Slope Soil Nature X Sand X Loam Clay Other Groundwater At what depth? >7-8' Bedrock/Impervious material At what depth? >7-8' Domestic Water Supply _Municipal X Well(if well,water supply from any septic system absorption is_ft.) Percolation Test Rate: <1 per minute per inch(test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size 1,000 gallons(min.size 1,000 gallons,add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field with#2 stone Total length ft.; Each Trench ft. Seepage Pit with#3 stone How many: ;Size: Alternative System Bed or other type: cut and fill bed system 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: John Buchanan V DATE: g , SIGNATURE: ��C �0ikv ` lucl}''4i,�o DATE: Town of Queensbury uiiding&Code Enforcement Revised March 2018 GENERAL NOTES: G-1) SURVEY & MAP INFORMATIOD PROVIDED BY VAN DUSEN & STEVE BUCHANAN". MAP DATE: AUGUST 21 FROM PARKING AREA TO THE DECK BETWEEN THE UPPER & LOWER S1 HOUSE TO THE WATERFRONT, EXIST EXISTING WASTEWATER SYSTEM INR TAKEN BY JARRETT ENGINEERS, Pl. OR�D�(BY —. G-2) CONTRACTOR TO LOCATE EXI 710N z OF � ����. NEW YORK (1-800-962-7962) At SOURCEWELL FOR NEIGHBOR �""'•�- ELEVATION, PRIOR TO INITIATING C( TO THE NORTH L.A!`O3 °'a/F 0, _'" TO THE OWNER OR ENGINEER IMMI 01!,,ON, NOT AS INDICATED. t, i' ' cor l,PP. P! 529 .0434 % tt wi June 2ed/pe201a 8 SUBSURFACE It i /o l ul.le PROPOSED SFABN]IT f t -�� CONTROL BARPoER, /f 3PF TEST PITS APPROXNAATE LOCATION - E 45764250 EC !PF OF EMSTING LEACHING(U11D0�11 � 1NEW - .- 't / rP NUMB LOCATION 2 IF SYSTEM IS OICOUN1O , STATION _.__._ / beNrdFaEae FILL IN WITH SAND OR REMOVE 4 2"ta HOPE I� TP18062M adjacent to main 0- FORCE MAIN %»"".::••••••••.... - �, l walkway S -, WOODLAND �PLANTINGS 20 PT #180620-01 ,-- ' (]I TP #180620-02PIPE ROUTES rW' AAO srvRY TO V � -_ WOGD FRAMED 10 L AN MIN. 10,SEIWEEN ° 14'west ofpath }F'fOk,ISE TP #180620-01 ��FOliclEi MM � -- •�' I TPlBM20-02 16"norffi of 0- � E VIA ,,,.ry .- as Parking lot Q,, f ASP .-?" edae(toward -1 PARKING,. ,' � 2 t r r,,: w y __ t "s:'_ '' uFd or"e r "--.�.... _ LANDSCAPED ... e ., .,...... 20 AREAS 01PF REARDON ROAD (ROAD BY "USE") I 42't east of east wall of garage Pk.ePAl•le TP180620-03 IS'*north of rwth 0 T1IIr15 GARAGE `'��� T /180620-04 I edge(roof)of lean & PT J180620-02 / ��� to UNDISTURBED \ o WOODLAND 8• >F EIOSIMIG �•...,, FOR �f/IRF P /j180620-03 J 60 i1RUCTURAL r` TMK AND EPTIC TANK . �u� �` .�PK° ! �"" f TP180620-04 IS't north of test 0 fJ p t-03� "B HOPE OR TYPE / 1 32 1 "W COPPER WATER ! r- ! LANDS N/F OF SERVICE PAR P" STEPHENSON SEp-0545-2018 PROPOSED DRLLED 1 2 -� �!$ PERCOLATION TESTS WATER WELL -J (DEEP) POTABLE ` Buchanan, u bona^! John � PERCTrSTN oEPrll WASTEWATER PLAN INA PT180620-01 20% sarw&tlight � ®� 66 Reardon R sand&�aE SCALE: SEE GRAPHIC SCALE e tic Alteration percolation GRAPHIC SCALE Residential S P PT180620-02 29't brown fine JECTS 20 0 10 20 40 eo percolatior S,ETC sr"'s ROUTE 14° )NALLY (N FEET) » a tta 63 Cr TE HILLRD r :.i:...".......... . : TOWN OF QUEENSBURY a ial ACM TO� TD LAKE NOT FO BUILDING & CO PT. �AYID �{'� tea W° wt Doak GEORGE /� SUBMITi _ � OB-22-18 /H\ Reviewed ®y• i Ala T Ntfl1n DATE REV# ISSUED l F ® SITE LOCATION j F d >awaauramprq "�'SB,e GN E s 'amevrrr g swroartlwn Date: ZY u �R�y B� oPorR " a e �R . DHOW) t F191ds tl I ROAD R PpF NEpyyO N' 4 TO GLENS y~ S TOWN OF QUEENSBURY „ A FALLS BUILDING DEPARTMENT n = ' Based on our"led examination,compliance 4rNJ k I ram ,e With our comments shall not be construed as ,�, luclum indicating the plans and specifications d VI are,int tfullBuildiBuildingiance with the Building codes H.THOMAS JARRETT New fork State. P E #57509 12 PAS ®LOCATION PLAN . COPYRIGHT 0 2018 SCALE: N.T.S. E­conesov BE—SIDE RED E A AU ar A_.EE EN.nE 'r".E=L' E3AASESHE 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 GARBAk3E GRINDERS,OR SPAS/HOT TUBS ARE TO BE CONNECTED TO THE WASTEWATER DISPOSAL SYSTEM. LEACHING SYSTEM INSTALLATION: Li. LEACHING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481,NYSDOH,NYSDEC,AND OTHER APPLICABLE STANDARDS UNLESS OTHERWISE DIRECTED HEREON. L2. REMOVE VEGETATION AND TOPSOIL WITHIN FOOTPRINT OF LEACHING SYSTEM AND STOCK PILE TOPSOIL FOR RE-USE. CONTRACTOR TO EXPOSE LEACHING SYSTEM FOOTPRINT FOR EXAMINATION BY ENGINEER. L3. LEACHING SYSTEM(S)SHALL BE INSTALLED TO(RELATIVE)ELEVATIONS SHOWN,AND ELEVATIONS OF EXISTING GRADE AND SITE FEATURES SHALL BE DOCUMENTED PRIOR TO START OF CONSTRUCTION. DISTRW � PIPING f � L4. FILL MATERIAL,IF REQUIRED FOR LEACHING SYSTEM(5),SHALL BE CLEAN GRANULAR SOIL(SAND OR LOAMY SAND) 10tX% .7bppq S.I.M ACID , '+- DEVOID OF LARGE STONES,CLAY,ORGANIC DUFF,&NON-SOIL COMPONENTS(DEBRIS,ETC.).PERCOLATION RATE(S)OF CHA11BQt OBSERNATtON PORE 11 / �X FILL SHALL BE AS SPECIFIED ON PLANS AND/OR IN DETAILS.PERCOLATION RATE(S)TO BE VERIFIED BY A QUALIFIED 10� INDEPENDENT PARTY(I.E.SOIL SCIENTIST OR PROFESSIONAL SOILS ENGINEER)IN BORROW PIT PRIOR TO EXCAVATION; 4'e PVC SDR as EQUALIZATION PWNC 1n ° MM. N LOWER PORT HOLES "l-`----`.�`�_ SUBMRWRITTEN RESULTS TO OWNER AND ENGINEER AT LEAST FIVE BUSINESS DAYSPRIORTO HAULING. OF MULTI—PORE EW CAP SYSTEM CONFICMT10N - 34• LEACFM'1(.AREA; ., \ `- LS. FILL SHALL BE GRADED AND THOROUGHLY COMPACTED IN SIX-INCH LIFTS.THE FILL SHALL BE GRADED TO THE LIMITS (7YP. WIH ENDS OF BED) (B INNS LONG PLUS END CAPS EACH END) (DASHED OUILNE) AND DEPTHS DEPICTED ON THE PLANS AND DETAILS. 13'WDE x 3r LONG L6. PERCOLATION TESTS SHALL ALSO BE PERFORMED(IN ACCORDANCE WITH NYSDOH STANDARDS)IN PLACE IN LEACHING Y•0 PVC.SOR PRESSURE 3 ___ (405 �...,_____...W..�� / SYSTEM FOLLOWING COMPACTION. PERCOLATION TESTIS)TO VERIFY FILL SUITABILITY SHALL BE PERFORMED AT THE PIPE C SDIR/RESSaD WD t ______ __� �Y FREQUENCY SPECIFIED ON THE PLAN AND/OR SECTION. FAILING TESTS SHALL REQUIRE ADDITIONAL TESTS EVERY 1000 _ " SF AROUND EACH FAILED TEST UNTIL THE LIMITS OF FAILING SOIL ARE IDENTIFIED. FAILING SOIL SHALL BE REMOVED ENGNEER TO CONOIICT ONE _ `; D�TRII `�. AND REPLACEDWITH COMPLIANTSOIL. SA DEEPI TEST TEST IN EACHEENDD 1 � .-�., r __ --�--__ L7. IN NO CASE SHALL WHEELED EQUIPMENT,EXCEPT PLOWS WHERE REQUIRED,BE ALLOWED DIRECTLY ON THE SOIL SYSTEM TO VERIFY OESIGII PERCOLATION .+ v \~ WITHIN THE LEACHING AREA FOOTPRINT.(NO RUBBER TIRED EQUIPMENT SHOULD EVER BE ALLOWED WITHIN THE RATE AT TOE OF CONSTRl1C110N 1 1 / WASTEWATER ABSORPTION AREA). TRACKED EQUIPMENT SHALL BE USED FOR INSTALLATION,AND WHERE FILL FORCE MAN FROM PROP TP/PI 1 1 1 1 MC �",...-//"` MATERIAL IS REQUIRED,IT SHALL BE DUMPED AT THE EDGE OF THE LEACHING AREA AND PUSHED IN PLACE AHEAD OF t I f RACKED EQUIPMENT SHALL BEAR DIRECTLY ON 12 MINIMUM OF FILL MATERIAL AND NOT ON P"STATION SYSTEMS, NC.' / Ii / EQUIPMENT;T ' _ (, /// /1 •� NATIVE SOIL - _ [ 1 1 � � TPM L8. INSTALL LEACHING SYSTEM COMPONENTS,INCLUDING CHAMBER UNITS WHERE APPLICABLE,PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED HEREON. VERIFY THAT SYSTEM IS AT CORRECT ELEVATION(S) USING A LEVEL,TRANSIT,OR LASER. CLba_ ___._ ,� ( L9. SEQUENCE OF CONSTRUCTION TO BE AS FOLLOWS: -- _ ''`'` •FIND FILL SOURCE AND VERIFY SUITABILITY WITH PERC TESTS AT SOURCE. t JJJ I VS l t f 3/ ALL TREES AND STUMPS WITHI N THE LEACHING SYSTEM FOOTPRINT SHALL BE CUT TO GRADE AND RE MOVED. I /Yy~(/x(((`` ————____ \� /"✓1 •REMOVE AND STOCKPILE TOPSOIL FOR PLACEMENTONTHE FINISHEDSYSTEM. l J `^� ( .��,,.. ` .-'` ,; >°` •EXCAVATE TO DESIGNED SUBGRADE(IF NECESSARY);EXAMINE SUBGRADE FOR POOR(SLOWLY PERMEABLE)SOILS, i 1 j BEDROCK, DELETERIOUS MATERIALS, SMEARING, ETC. REMOVE DELETERIOUS MATERIAL, INCLUDING SLOWLY PERMEABLE SOILS,WITHIN SYSTEM FOOTPRINT,AS DIRECTED BY ENGINEER. Z.3'5 - SCARIFY SUBGRADE;CHECK FOR AND REMOVE SMEARING AS REQUIRED PRIOR TO PLACEMENT OF SPECIFIED GRANULAR FILL. PROTECT E)ONP SI TREES AS(MM AS �(,`l�•F '— L r 1 / /-- " %.' PLACE AND COMPACT SYSTEM FILL IMMEDIATELY AFTER SUBGRADE HAS BEEN PREPARED AND APPROVED,TO I _ \ I.E. NSIALL ORANGE OONSIRIJCIM / T;.* �g- REQUIRED ELEVATION. / \ FENCE. OR OTHER SNMM BARIMiR'"-. / "' "'" ;,- �•� ,,,r --_„ -,; C .PERFORM PERCOLATION TESTS IN THE PLACED FILL MATERIAL TO CONFIRM DESIGN RATE. AT DW LINE OR AS APPROVED BY __j E OR Q� j i�- .INSTALL LEACHING SYSTEM(S)TO GRADES AND IN CONFIGURATION SHOWN ON PLANS/SECTIONS. •CROWN THE FILL TO DRAIN,AND INSTALL THE RESERVED NATIVE TOPSOIL,AND/OR A CLAYEY LOAM OR SILTY --"� ---._��� i �� '""' '•'<"''-'-'- „+ LOAM TOPSOIL,CAP AS DEPICTED ON THE PLANS TO ALLOW OXYGEN TRANSFER BUT LITTLE INFILTRATION OF PRECIPITATION). "�'"-----._____ �_y � r ��;�� � j ��'- m.,: %'>� •SEED/PLANT,AND THEN MULCH,ENTIRE SYSTEM;MAINTAIN UNTIL GROWTH IS ESTABLISHED. 3, LEACHING SYSTEM PLAN IJ SCALE: SEE GRAPHIC SCALE GRAPHIC SCALE 5 0 2.5 5 1D 20 (IN FEET) Vilade Ater Defigtt k arriafCat �t NOT FOR CONSTRUCTION Carty/Stark: NYS Dept dHealth wargsrow SUI3MIIIEU IUUUEENSI3UHYFUH WAS IEWAIEHPEHMIT EX ekg Welt to be Replaced 08-22-18 New Crane Well New wells to hale mMinW grouted casing DATE REV# ISSUED/REVISIONS Wastewater er Flaa 3 bebaoms x 110 t 1994 water saertixWes oesIcx nsnv He used ONLY FOR THE use srecIFleomTHE rvssuevaehson•eSncen ONLY THEY NOT eeUSED toRnnro'NORR 9pd'bedodm has reQLNetl) '"s OUENTDesIGnwonnnnwrrrv«rr„se wa„Te•Xonse�.ron��ane�rrenoIneense on�r o-s.;��s�nrs I.,eeeervws,ssUreo�n gpd��>� oo'srR��°R��",` eE`'i,seoeORsure easw,LLHOLDJn en eNGTsseeRn.,�,,:w.Rr�.essanooeRenOs�RReT NGINEERS,P EROb Tre at lailc Sepik Talk ltxn gal talk required bralletroom teslaerce ��pF NElyy LEACHING SYSTEM PLAN WW2 Prodtled dResk000 ledstmgtaaL P S p9 REPLACEMENT WASTEWATER SYSTEM NSF Appm�a0 Regidaldal E1Tuen1 RIB prvuded on seek tarNc outlet r, �q,9 � SerardaV Treatment FAMILY t . Leaching Deuce Leaching system:CA&FRI Bed.Systa; c - 66 REARDON ROAD-GLEN LAKE ExlBbng SoePercolalat Raee <1 mWhkh sized rate ` 2 TOWN OF QUEENSBURY,NEW YORK FNI Solt Percolation Rate 8-10 mkVklch stalftced rate Leach Field Sizlrlg: - - JARRETT Engineers, PLLC Regaled 3W gpd + Q7 gpc1V = 471 Square Feet Civil&Environmental Engineering ProHded (Bed DimenslaS) 15 1(with) 33 f.(mkL length) H.THOMAS JARRETT P E #57509 12 EAST WASHINGTON STREET GLENS FALLS,N Y Pressure closing and dstriailohua pump system COPYRIGHTO2018 PHONE (518)792-2907 eweONLY.,�H°ueecoNSI—E.E AUGUST2018 PRO#18-013 SHEET.2 OF 6 ervr excear BASESHEET 22x34 PLOTTED/REVISED 08123/16 11 30 AM av neceram errGw�n is urvuwru� TANKS/STRUCTURES T-1)PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO.,INC.OR EQUIVALENT.REFERENCES TO HEAVY DUTY REFER TO FORT MILLER CO.DESIGNS FOR H-20 TRAFFIC LOADING.HOPE TANKS SHALL BE AS SUPPLIED BY FRALO, NORWESCO,OR OTHER APPROVED EQUIVALENT. T-2)TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE HEAVY DUTY CONSTRUCTION(DESIGNED FOR(H-20) WHEEL LOADING). T-3)THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT MARKER(S) OVER BURIED COVER(S),AND MEASUREMENT`TIES"TO PERMANENT FEATURES,AND SHOWN ON(RECORD) WATERTIGHT JOINTS (TYP.) WATERTIGHT MANHOLE FRAME & COVER; DRAWINGS(SEE GENERAL NOTES). FINISHED GRADE418M� SE CASTINGS #1502 OR EQUIVALENT; T-4)ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE SEED TO GROWTH PERMANENT MARKERTO DRAIN AWAY FROM COVER FLOATION USING HEAVY DUTY TANKS WITH 6"EXTENDED INTERGAL BASES,OR BY AN ALTERNATIVE METHOD MUCH ALL FILLED APPROVED BY ENGINEER. 3 MULCH ALLBED ACAS OVER COVERRECAST CONCRETE DISTU _ FINISHED ISER AS REQ'D T-5)TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS(ASTM C1227).WALL ( _� JGRADE PENETRATIONS SHALL BE KOR-N-SEAL,OR OTHERWISE WATER TIGHT AS APPROVED BY ENGINEER.TANKS TO BE DISTRIBUTION PIPING, 12 (MIN.) TESTED WATERTIGHT BY METHOD APPROVED BY ENGINEER(ENGINEER TO WITNESS). (MANIFOLD NOT SHOWN— GRADE TO DRAIN AWAY GRADE TO DRAIN AWAY SOIL PIPE; INSTALL r EFFLUENT PIPE; INSTALLFOR CLARITY) r.MNN. 5X SLOPE MIN• 5x SLOPE�,� 1' MIN. ORIGINAL AS SHOWN ON 'SYSTEM PLAN' .` 1AS SHOWN ON PLAN T-6)CONTRACTOR TO INSTALL TANKS/STRUCTURES TO(RELATIVE)ELEVATIONS SHOWN;DOCUMENT ELEVATIONS OF � rGRADE 3" EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. INLET-- UTLET-�\`I, \`I/ T-7 SEPTIC TANKS SHAL AN NSF APPROVED OUTLET EFFLUENT FILTER DESIGNED FOR THE FLOW RATE PE IN THE yY VY ) IHAVE /TY 15" ON-SHRINK GROUT SYSTEM.FOR SEPTIC TANKS PLUMBED IN SERIES THE EFFLUENT FILTER SHALL BE LOCATED ON THE OUTLET OF THE 4" SANITARY TEEDOWNSTREAM TANK ONLY.FRAME AND COVER TO BE PROVIDED OVER FILTER FOR MAINTENANCE ACCESS,AND 1' - -•t,.••_ - - --�'- -- -a:-•-..,+,.-�•" ' - •, • PERMANENT MARKERS SHALL BE PROVIDED OVERALL OTHER TANK OPENINGS UNLESS OTHERWISE DIRECTEDBY ~• r� 2' MIN. • NATIVE BACKFILL APPROVED EFFLUENT FILTER OWNER. amc".) THOROUGHLY COMPACTEDOLYLOK PL-122", OR r EQUIVALENT) PIPING ' :% •J� ••''<''•• �. .'•.. .::. !.�.. �•, :.:••,�.y:,. FORT MILLER PRECAST "•"•• t 1 +I. -CHAMBER," E ,• EU SEPTIC TANK OR EQUIVALENT P-1)ALL GRAVITY SEWER PIPE&FITTINGS SHALL BE PVC SDR 26 OR 35(SEE PLANS),ASTM D3034;OR HPDE SDR 17,ASTM ••}•• ••?•;MIN.•' 3 : , t••• ' -PIPING• '�'•'`. 6" (MIN.) D3350;INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321,UNI-BELL"HANDBOOK OF PVC PIPE,DESIGN,AND "d INSTALLATION",AND MANUFACTURER'S RECOMMENDATIONS. .](.,•••.., I• ..:':.•:`,.• •� 12" (MIN.) -• - •~� " .•• •• --~• ', �; -•• ` -•• - - P-2)GRAVITY SEWER PIPE JOINTS TO BE BELL&SPIGOT PUSH ON TYPE,ASTM D1312,DESIGNED FOR USE WITH PROJECT PIPING FILL SOL P-3)GRAVITY SEWER SHALL BE INSTALLED AT STRAIGHT&CONTINUOUS GRADE BETWEEN STRUCTURES(I.E.NO LOW OR DESIGN PERCOLATION RATE, B-10 MIN./IN.J HIGH POINTS),UNLESS OTHERWISE DIRECTED HEREON OR BY ENGINEER.GRAVITY SEWER SHALL BE LAID AT THE TARGET PERCOLATION RATE S-7 MIN./IN. EXISTING FOLLOWING MINIMUM GRADES:RAW SEWAGE:4"@ 2%,6"@ 1%;SETTLED SEWAGE(EFFLUENT):4"AND 6"@ 0.5%±. (SEE WASTEM7ER DESIGN INFORMATION) SOIL CRUSHED STONE FOUNDATION UNDISTURBED NATIVE SOIL ALLSEWERSHALLBE LEAKAGE TESTED BY A NYSDEC APPROVED METHOD. 14)FORCE MAIN SHALL BE HDPE,ASTM D2239 OR F714,100 PSI MIN PRESSURE RATING;OR,PVC,ASTM D2241,100 PSI MIN PRESSURE RATING;FORCE MAIN TO BE INSTALLATED PER ASTM D2774 AND PIPE MANUFACTURER'S \SECTION THROUGH LEACHING SYSTEM ��SEPTIC TANK DETAIL RECOMMENDATIONS.FORCE MAIN FITTINGS SHALL BE RESTRAINED OR THRUST BLOCKED TO PREVENT MOVEMENT. FORCE MAIN TO BE PRESSURE TESTED BY A NYSDEC APPROVED METHOD. Wp 1 SCALE: N.T.S. D 1 sr ALE N T s P-5)HDPE PIPE AND FITTINGSARE TO BE JOINED BY THE BUTT(HEAT)FUSION PROCESS,AND JOINING EQUIPMENT SHOULD BEAS APPROVED BYTHE MANUFACTURER.PROPERLY EXECUTED ELECTRO-FUSION FITTINGS MAY BE USED. EXTRUSION WELDING OR HOTGAS WELDING OF HDPE PIPING SHOULD NOT BE USED FORAPPLICATIONS WHERE SHEAR OR STRUCTURAL STRENGTH IS IMPORTANT.MECHANICAL JOINT ADAPTER,FLANGES,UNIONS,GROVED COUPLERS, TRANSITIONS FITTINGS,AND SOME MECHANCIAL COUPLINGS MAYBE USED TO MECHANICALLY CONNECT HDPE PIPE. REFER TO MANUFACTURES RECOMMENDATIONS. 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.MECHANICAL JOINT ADAPTER,FLANGES,UNIONS, GROOVED COUPLERS,TRANSITION FITTINGS,AND SOME MECHANICAL COUPLINGS MAY BE USEDTO MECHANICALLY CONNECTSCH 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 DISTRIBUTION TEST TEE: INSTALL RISER PIPE TO 24•ABOVE DISTRIBUTION PIPING FOR / / / SYSTEM TEST' ENGINEER TO WITNESS'AFTER TESTING OF \ � /�/ /�/� �/ NATIVE SOIL &4CKFILL LESS LATERALS, STAND PIPE TO BE CUT OFF BELOW GRADE AND A �\ �\ \/\ COBBLES AND LARGER, COMPACTED SCREW CAP AFFIXED ALLOW FOR LONG TERM IA011(fOPoNG INSTALL MARKER / SEE\OTES BELOW�T0 85% MODIFIED PROCTOR OUTSIDE 4 EQUALIZER38'LEACHING TAPE 18' DEEP \ \ //\�� ROADWAYS, INFILTPATION CHAMBERS MODIFIED PROCTOR MULTI-PORTEND 'CHAMBERS BY'INFLTRATOR'. lye PVC LATERAI.DISTRIBUTION PIPING \, OR EQUIVALENT CLEAN SAND (100% PASSING Y", // -- ;;,:,•, / / LkC LATERAL . . MAXIMUM 10% PASSING 200 SIEVE)END MANIFOLD ACTLIIAL 2' PIVC DISTRIBUTION MANIFOLD \// ,'V---Y r` '\//\//�18" MIN �48'EFFECTIVE 6. MIN. (TYP.)- 12' 2" HDPE FROM PUMP STATION / .-..L. t / 4" MIN (6" IF PRESSURE MULTI-PORE PIPES) '//�//�\ ROCK BELOW) WE SUPPORT 4't SPACING INN END CAP (SEE PLAN FOR SIZE) //\\^` BY'N+FLTRATOR• OR AS RECOMMENDED BY (8) HOLES TOTAL PER LATERAL O 4't SPACING \\�\\ OR EQINVALEHf MANUFACTURER DRILL(7) y4 HOLES O 12 O'CLO \/��/\ PRMDE`''J* HOLE° ° ° CI: ASH ��"TOGRAINPIPING - 180 " t - (PROVDE SPL PAD FOR B O'GLOCI( HOLES) 3 "QUICK 4 EQUALIZER 36" 1) BURIAL DEPTH: SEWER: 4'0" MIN. COVER; WATER: 5'-6" MIN. COVER. NOT FOR CONSTRUCTION WD 1 SCALE: N.T.S. 2) IF SPECIFIED COVER CANNOT BE ACHIEVED, THEN INSULATE PIPE 08-22-18 /A\ I SUHMI I ED IU OUEENSBUHY HUH WASTEWATER PERMIT WITH 2" RIGID FOAM PIPE INSULATION & FASTEN SECURELY TO PIPE; PROVIDE PROTECTIVE COVER OR CASING AS REQUIRED DATE REV# ISSUED/REVISIONS 3) IN VEHICULAR TRAFFIC AREAS, IF 3.0" COVER O1'�"` INCOED1N5OPOANNYNU OF IS�aKER eSI�N-K°waro:rTHEWMN ONSE OF;REE�TT p�wEea","�o^,-U"WNTILBB USED IAN'ISUEDMR CANNOT BE ACHIEVED, PIPE(S) SHOULD BE W NSTRU��r"N MUSEDRO—USES SHALL HOLD JARRETTEIRANEBRB.PLWw,BNILESS AND DEFEND JAEFETENUINEERS,�IMIIB,HINA,Rxo", DUSE PLACED IN A PROTECTIVE CASING(S). F NEWG, WASTEWATER DETAILS Wpi y�P S 9� REPLACEMENT WASTEWATER SYSTEM 4 PIPE TRENCH:WATER&SEWER LINES BUCHANAN FAMILY SCALE: N.T.S. a 66 REARDON ROAD-GLEN LAKE WD1 y ?`�/ TOWN OF QUEENSBURY,NEW YORK JARRE17 Engineers, PLLC H.THOMAS JARRETT Civil&Environmental Engineering P E #57509 12 EAST WASHINGTON STREET GLENS FALLS,N Y COPYRIGHT 02018 PHONE(518)792-2907 O—CORESDFs GDEMING—HA 6_SwdLBECONSiDERED—E AUGUST 2018 PRO#18-013 SHEET 3 OF 6 evnp�rsm ENGBME�ER�Isu wwDRUEir RASESHEET 22.34 PLOTTED/REVISED 08/23118 11 30 AM CONSTRUCTION MILESTONE(CONTACT ENGINEER TO SCHEDULE) •PRIOR TO BACKFILLING OF LEACHING CHAMBERS AND MANIFOLD PIPING,ENGINEER TO OBSERVE EXPOSED CHAMBERS AND MANIFOLD PIPING. OPERATION,MAINTENANCE,AND ANNUAL INSPECTION RECOMMENDATIONS PREVENTION: 1.USE WATER EFFICIENTLY,EXCESS WATER USE CAN OVERLOAD A SYSTEM. 2.MONITOR BUILDING FIXTURES AND PLUMBING FOR LEAKS. 3.DON'T DISPOSE OF HAZARDOUS WASTE OR HOUSEHOLD CHEMICALS IN SINKS OR TOILETS(I.E.:PAINT,PAINT THINER, VENTILATED WELL CAP PETROLEUM PRODUCTS,PESTICIDES,ANTIFREEZE,ETC.) RIGID CONDUIT GRADE AROUND WELL TO 4.DON'T FLUSH DENTAL FLOSS,FEMININE HYGIENE PRODUCTS,CONDOMS,DIAPERS,COTTON SWABS,UNUSED BE RAISED TO SHED MEDICATIONS,CIGARETTE BUTTS,COFFEE GROUNDS,CAT LITTER,PAPER TOWELS,AND OTHER KITCHEN AND 5' MIN / SURFACE WATER y BATHROOM ITEMS THAT CAN CLOG AND POTENTIALLY DAMAGE SEPTIC SYSTEMS COMPONENTS. - CETBACK TO / 5.DO NOT DRIVE OR PARK VEHICLES ON A LEACHING SYSTEM. POWER SUPPLY STRUCTURES /r'� [ (MIN.) WELL CONSTRUCTION AND/OR FIT UP NOTES: 6.ONLY PLANT NON-WOODY VEGETATION OVER/NEAR YOUR LEACHING SYSTEM TO AVOID DAMAGE FROM ROOTS. \ VEGETATIVE GROWTH SHOULD NOT BE ALLOWED TO BECOME OVERGROWN. WC-1) WELL TO BE CONSTRUCTED IN ACCORDANCE WITH NATIONAL WELL DRILLERS ASSOCIATION, SEAL WELL NYSDOH, AND NYSDEC STANDARDS. SEPTIC TANKS: PUMP CONTROL PANEL 2 PROTECTION & DISCONNECT I CD SEAL Z WC-2) FIT UP WELL IN ACCORDANCE WITH NATIONAL WELL DRILLERS 1.ANNUALLY INSPECT TANKS FOR DETERIORATION,SURFACE WATER INFLOW AND INFILTRATION(CORRECT PROBLEMS IF E ASSOCIATION/NYSDEC/NYSDOH/NSF STANDARDS. NOTED). DIRECT BURY CABLE HYDRO—PNEUMATIC TANK, WELL X—TROL FROM WELL TO PUMP DROP PIPE Q 2.ANNUAL INSPECTION OF TANKS TO DETERMINE SCUM AND SLUDGE ACCUMULATION.SEPTIC TANKS MUST BE PUMPED OR EQUNALENT, SIZED FOR WELL CONTROL PANEL 5'-6" WC-3) WELL DRILLER TO PERFORM PUMP TEST, MAINTAIN CONSTANT FLOW/DRAWDOWN FOR MINIMUM o OUT WHENEVER THE BOTTOM OF THE SCUM LAYER IS WITHIN THREE INCHES OF THE BOTTOM OF THE OUTLET BAFFLE YIELD & SYSTEM DEMAND \ w 4 HOURS AND RECORD AS "DESIGN WELL YIELD". PUMP SELECTION TO PROVIDE "DESIGN WELL YIELD" OR SANITARY TEE OR THE TOP OF THE SLUDGE IS WITHIN TEN INCHES OF THE BOTTOM OF THE OUTLET BAFFLE OR � BASED ON TOTAL DYNAMIC HEAD AT PUMP SETTING DEPTH. PROVIDE DETAIL WELL LOG, PUMP TEST BALL VALVE STEEL WELL CASING Ow DATA, AND WELL CONFIGURATION DRAWING TO OWNER AS "RECORD DOCUMENTS" SANITARY TEE.(MONITOR TANKS FOR FUTURE SCHEDULING OF INSPECTIONS AND PUMP OUT). WATER SERVICE U 3.ANNUALLY INSPECT FILTER EFFLUENT FILTERS:FILTER SHOULD BE CLEANED EVERY TIME THE TANK IS INSPECTED. SERVICE LINE LINE WC-4) WATER SERVICE LINE TO BE TYPE "K" COPPER OR POLYETHYLENE APPROVED BY NSF. —PITLESS ADAPTOR z a.LOCATE OUTLET USING PRESSURE TREATED MARKERS(OR PROVIDE AN AT GRADE ACCESS COVER). WC—S) DISINFECT WELL AND ALL PIPING IN ACCORDANCE WITH AWWA/NSF/NYSDOH REQUIREMENTS. b.REMOVE TANK COVER AND PUMP TANK IF NECESSARY SUPPORT PAD c.DO NOT USE HOUSE PLUMBING WHEN CLEANING FILTER SLEEVE (GROUT & SEAL) WC-6) ALL ELECTRICAL WORK TO BE IN CONFORMANCE WITH THE LATEST NATIONAL ELECTRIC CODE d.PULL FILTER OUT OF HOUSING THROUGH FOUNDATION WALL (NEC). �t - - RISER PIPE e.HOSE OFF FILTER OVER THE SEPTIC TANK SO THAT ALL SOLIDS FALL BACK INTO SEPTIC TANK. TANK DRAIN f.INSERT FILTER BACK INTO HOUSING PROPERLY ALIGNED AND COMPLETELY INSERTED. BALL VALVE POWER CABLE PUMP STATION: - SECURED TO PIPE RELIEF VALVE 1.ANNUALLY INSPECT TANKS FOR DETERIORATION,SURFACE WATER INFLOW AND INFILTRATION(CORRECT IF PROBLEMS NOTED). PRESSURE SWITCH 2.INSPECT CARBON FILTER INVENT,IF PRESENT,FOR REPLACEMENT(REPLACE AT INTERVALS TO PREVENT ODORS). CHECK VALVE (SPRING LOADED) 3.CHECK PUMP OPERATION.(DO THEY BOTH OPERATE AND ALTERNATE BETWEEN CYCLES). UNION PUMP TO BE SET 20' (MIN.) BELOW MAX. WELL DRAWDOWN 4.INSPECT FLOATS FOR DEBRIS AND CORD TANGLES.VERIFY THAT FLOATS ARE SET TO APPROPRIATE ELEVATIONS TO PUMP TO BE SET MINIMUM 10' ABOVE BOTTOM OF WELL ASSURE PROPER DOSING OF THE LEACHING SYSTEM. POLYETHYLENE SAFETY 5.INSPECT DRAIN BACKTO ENSURE THAT THEY ARE CLEAR AND FLOWING FREELY. ROPE 6.VERIFY ALARMS. 7.MAINTAIN PUMP MANUALS,WARRANTEES AND SYSTEM OPERATION GUIDELINES IN A PROTECTIVE COVERING NEAR THE PUMP AND ALARM PANELS. POTABLE WELL CONSTRUCTION CD1 SCALE: N.T.S. LEACHING SYSTEM: 1.INSPECT AROUND SYSTEM FOR EFFLUENT BREAK-OUTS OR EVIDENCE OF WATER FLOWING AT GRADE.(IF WATER IS NOTED,HAVE IT TESTED FOR BACTERIA CONTENT). 2.INSPECT SYSTEM SLOPES FOR FULL GROWTH OF VEGETATION;REPAIR EROSION AS REQUIRED. 3.PREVENT DEEP ROOTED VEGETATION GROWTH ON SYSTEM. 4.INSPECT AND MAINTAIN UPLAND RUNOFF DIVERSION SWALES AROUND SYSTEM. EXISTING WELL CAP I MIN. BENfONRE (Ipl III REMOVE EXISTING WELL CASING TO MOUNDED ND NG PIPE 1YN. 6" BELOW EXISTING GRADE _ r 6 ' UU TTE IIE �� I i 24" MIN." �F`>;" ?� FILL AROUND CASING WITH („IN 5X BENIONIM BY W�,G„n III , 3' AN. � tt SAND/ BENTONITE MIXTURE NOT FOR CONSTRUCTION (MIN. 20% BENTONITE) 'BEHIONAr( I SUHMI I ItU O OUEENSL3UHY FOH WASI tWAI tH HtHMI I OR APPROVED EQl11V OS-22-18 WRAPPED AROUND WELL CASING DATE REV# ISSUED/REVISIONS EXISTING WELL CASING `:XISTING WELL CASING consrxucnox swr ee��sED roR E.,ME Desax Nur xe useooxsr ronrxs use svecHFleo�N rxe rssusixsnsorr x�ocE neore rxer nUr xorxs useD eoRnxr orxeR PITILESS ADAPTER AND 'o 'i{essQUENr DL Iwon Rwrcxuvr rxe wRrrrex coxsexr of sueeen exc�xEEnsEnsEc ox�v DocuE�xrs uea,.exns�ssireD eon SUPPLY PIPE FosE.NOR�Ncontow�rED sR swa�xa.D., err EN INEERE,F HA—SE JARRETT NSINEE FNoen E xo 1DSE• WELL TO BE CLOSED IN ACCORDANCE WITH N rtlNlu�v�w, "RECOMMENDED STANDARDS FOR WATER WORKS" LATEST OF NE CONSTRUCTION DETAILS EDITION & "AWWA STANDARD PER A100" LATEST EDITION / 2 \WELL PROTECTION SEAL / 3 \ RESIDENTIAL WELL CLOSURE DETAIL P S�Qy�� REPLACEMENT WASTEWATER SYSTEM CD1 SCALE: N.T.S. C0111 11E N T I w AMILY 66 RBARDON ROADUCHANAN FGLEN LAKE TOWN OF QUEENSBURY,NEW YORK JARREW Engineers, PLLC H THOMAS JARRETT Civil&Environmental Engineering P E #57509 12 EAST WASHINGTON STREET GLENS FALLS,N Y COPYRIGHT©2018 PHONE (518)792-2907 a-ESED4L SHn ECo soy Fo E AUGUST2018 PRO#18-013 SHEET 4OF 6 Eva A"N"w'wF�� '- BASESHEET 22x34 PLCTTED/REVISED 08/23118 11 30 AM PUMP STATION SPECIFICATIONS ELECTRICAL SPECIFICATIONS(CONTINUED) r---------- PUMPS: (10) BOND CABLE GROUND TO PUMP HOUSING AND IF APPLICABLE, THE GUIDE RAILS. �! (1) INSTALL PUMPS PER MANUFACTURERS RECOMMENDATIONS. (11) ALL WORK MUST CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ANY ALARM ONTROL PANEL PANEL APPLICABLE LOCAL OR STATE CODES. � � INSTALL PUMPS UNDER COVER TO FACILITATE (2) ENGINEER TO WITNESS OPERATION OF PUMP STATION UPON COMPLETION. EASY REMOVAL AND INSTALL JUNCTION BOX (12) CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AT THEIR EXPENSE. L J WITHIN REACH OF COVER FOR MAINTENANCE (3) SUBMERSIBLE EFFLUENT PUMP, 10, 115V OR 230V TO MATCH POWER PURPOSES. SUPPLY. (13) PROVIDE NYS BOARD OF FIRE UNDERWRITERS INSPECTION CERTIFICATE AT COMPLETION OF WORK. COORDINATE LOCATION 10 POWER (SOURCE PER OWNER) (4) 3/4" SOLIDS HANDLING. WITH OWNER _ (14) PERFORM ALL TESTS TO VERIFY THAT THE ENTIRE INSTALLATION IS FUNCTIONING AS REQUIRED. • C (5) GOULDS MODEL 3885, SERIES WE05H. JUNCTION BOX / (6) TEST PUMPS FOLLOWING INSTALLATION; MEASURE DISCHARGE RATE DURING TEST AND PIPING SYSTEM EFFLUENT PUMP(S) — 2 `/ ADJUST THROTTLING TO ACHIEVE 40 TO 45 GPM DISCHARGE RATE. MARK VALVE OPERATOR(S) AT THIS POSITION. (1) SCHEDULE PUMP IBO ON PIPING: %L�'•, WET WELL: (2) VALVES: INLET FROM SEPTIC TANK -TO LEACHING SYSTEM CHECK — PVC, BALL TYPE. (1) DOSE VOLUME: 33' BED LENGTH X 15' WIDE BED WIDTH X 0.25" DEEP TARGET DOSE SHUTOFF /THROTTLING — BALL VALVE — PVC -_. LIQUID DEPTH = 10.3 CUBIC FEET = 4.5" DOSE DEPTH IN WET WELL = 75 GALLONS. STRUCTURES (2) RESERVE VOLUME IN WET WELL = 755t GALLONS WHICH IS EQUIVALENT TO 1 — 2"TEE W/ DRAIN BACK VALVE APPROXIMATELY 228% (OR 2.3t DAYS) OF THE DAILY DESIGN FLOW. (1) HEAVY DUTY CONSTRUCTION SUITABLE FOR H-20 TRAFFIC LOADING, UNLESS OTHERWISE NOTED, SHALL BE PRE—CAST CONCRETE STRUCTURES BY FORT MILLER CO. INC. OR APPROVED EQUIVALENT. CONTROL Ss ALARM PANEL(S) • " ° (WALL PENETRATIONS FOR PIPE AND CONDUIT SHALL BE SLEEVED; SEAL SLEEVE TO WALL WITH (1) INSTALL CONTROLS PER MANUFACTURERS RECOMMENDATIONS. NON—SHRINK GROUT (OR OTHER APPROVED METHOD, I.E. KOR—N—SEAL BOOT), SEAL PIPE TO (2) ENGINEER TO WITNESS OPERATION CONTROL PANEL UPON COMPLETION. SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL). IE`A/ (2) THERMOPLASTIC STRUCTURES SHALL BE DESIGNED FOR THE USE PROPOSED, AS DEMONSTRATED BY PLAN \ (3) DUPLEX CONTROLLER WITH ALTERNATOR AND ALARM; MODEL 122 BY SJE RHOMBUS, OR THE MANUFACTURER AND AS APPROVED BY THE ENGINEER. EQUIVALENT; IF AVAILABLE INCLUDE PUMP SEAL FAILURE ALARM; ENCLOSURE TYPE DICTATED BY LOCATION. (4) PROVIDE SEPARATE POWER CIRCUITS, WITH BREAKERS, FOR PUMPS AND ALARM. (5) HOA SWITCH, WITH RUN LIGHT ON PANEL DOOR, FOR EACH PUMP. (6) VISUAL AND AUDIO ALARM. (7) ALARM RESET AND TEST BUTTONS ON DOOR. NEW 3" (MIN.) DIAMETER VENT PIPING (VENT PIPING TO BE ROUTED UP (8) LOCATE AS DIRECTED BY OWNER. EXTERIOR OF RESIDENCE TO MATCH APPEARENCE OF ROOF LEADER DRAIN PIPE. (9) FLOAT LEVEL SWITCHES FOR PUMP AND ALARM CONTROL REQUIRED. VENT PIPE TO BE TERMINATED 30" MIN. WATER TIGHT FRAMES ABOVE ROOF LINE); PROVIDE APPROVED ELECTRICAL SPECIFICATIONS AND COVERS (2); CARBON FILTER INSERT CAST IRON BY SYRACUSE CASTINGS 2" RISER WITH CAP FOR LIFT OUT #1502 OR EQUIVALENT, OR EQUIVALENT (COORD WITH OWNER) CONTROL POWER OR APPROVED RISER, 115 VAC FRAME, AND COVER SYSTEM, TYP. (1)(2)(3) FINISHED GRADE; GRADE (4) (5)(6) �RIIY TO DRAIN AWAY FROM AUX. HI—LEVEL ALARM NEW HATCH COVERS HEAVY DUTY POLYETHYLENE LIFT OUT 16" (MIN.) CORDS (ELETOANCHOR ACHED TONCR STAINLESS (IN CONTROL PANEL) PRECAST RISERS 24 (7) (HEIGHT AS NEEDED (MIN.)_1 L )Pk WATER TIGHT NEMA TYPE 6 "- "T" HANDLE VALVE OPERATOR JUST UNDER OPENING, IF L JOINTS (TYP.) P' 8" HEAVY DUTY ___ JUNCTION BOX REMOVABLE FOR USE WITH 3" VALVES, HANG NEAR HATCH _ F WATER PUMP TANK COVER SEPTIC EFFLUENT PUMP L� �I (230 VAC, 1PH) PITLESS ADAPTER OR EQUIVALENT TANK STATION (8)(9) 2" BALL VALVE 2 (1) PROVIDE SURGE ARRESTER IN POWER SUPPLY PANELBOARD. SURGE ARRESTER SHALL BE 2"TEE (2) ( ) A SQUARE D CATALOG #SDSA1175 OR EQUIVALENT AND RATED FOR 240/120 VAC, SINGLE INLET FROM SEPTIC TANK—� PHASE SERVICE. 2ND ALARM & WATER SUPPLY SHUT OFF [_.�_45" (755 GAL.)* •• TO LEACHING SYSTEM— (2) IF PANELBOARD IS NOT GROUNDED, PROVIDE A #4 AWG COPPER GROUND CONDUCTOR ALARM & LAG PUMP ON �4" (67 GAL.)* �2" FORCE MAIN FROM THE PANELBOARD TO A 5/8" X 8' COPPER CLAD STEEL GROUND ROD AND LEAD PUMP ON POWER CORD PROVIDE REDUCING TEE WITH 1" BALL BONDED TO THE WATER SERVICE PIPING. VALVE ON BRANCH; THROTTLE BALL VALVE —4.5" (75 GAL.)• TO ALLOW —TRICKLE" FLOW BACK TO WET WELL; (3) FOR DUPLEX PUMPS, PROVIDE 1 — 2 POLE CIRCUIT (AMPERAGE TO MATCH PUMP PUMP OFF & PUMP ALTERNATE SWITCH /�% 2" PIPING \ij TYP FOR TWO REQUIREMENTS) BREAKER (PUMP POWER) AND 1 — 1 POLE 15 AMP CIRCUIT BREAKER FLOAT LEVEL SWITCHES (4 REQ'D) /��\\j\\� �6" (100 GAL)" \/\\\\� (CONTROL POWER) IN HOUSE PANELBOARD. IF NO SPACE IS AVAILABLE IN PANELBOARD, 2"// . CHECK VALVE PROVIDE A LOADCENTER (SQUARE D TYPE QO OR EQUIVALENT) ADJACENT TO THE _ \ NATIVE BACKFILL //%\//% \//�// PANELBOARD. THE LOADCENTER SHALL BE RATED FOR 240/120 VAC, SHALL HAVE A NEMA THOROUGHLY COMPACTED / j\\�\ SUBMERSIBLE EFFLUENT PUMP (2) PROVIDE AU TAP CONSISTING OF (2 +H GND)OCONDUCTORS FROM THE CPANEOLBOARDETO THE •1000 GALLON PUMP STATION: \ \ \/\ LUGS ON HE LOADCENTER. (PROVIDE PRECAST FORTTMILLER, CO INC'NC OR \\//\\//\\//\\//\�/\\\\//\\//\\//\\//\\//\//\//\//\/\\//\\//\\//\\//\\//\\//\\//\\//\\//��� (4) ALL ELECTRICAL CONDUCTORS ARE TO BE SIZED ACCORDINGLY TO MATCH ELECTRICAL �j EQUIVALENTK MANUFACTURER SAND/R \\/\////\//\\////////////\\%/\\\j�\��\\/x\ /\�\/\\/\\\/\�\/\ REQUIREMENTS OF EACH COMPONENT. NOT P O R CONSTRUCTION \/�\/� //�//i�/i�/// (5) PROVIDE (2 + GND) CONDUCTORS FROM PUMP POWER CIRCUIT BREAKER TO CONTROL SIZE PROVIDED, VERIFY PUMP PANEL. PROVIDE (2) CONDUCTORS FROM CONTROL POWER CIRCUIT BREAKER TO CONTROL I /V SUBMITTED TO OUEENSBURY FOR WASTEWATER PERMI I SETTINGS WITH ENGINEER]). 12- (MIN.) COMPACTED CRUSHED STONE PANEL NONMETALLIC SHEATHED CABLE (ROMEX) MAY BE USED. IF SINGLE CONDUCTORS 08-22-18 /H\ MATERIAL ATOP FIRM NATIVE FOUNDATION ARE USED THEY MUST BE INSTALLED IN EMT. DATE REV# ISSUED/REVISIONS NOTES: (6) INSTALL CONTROL PANEL AND HIGH LEVEL ALARMS PROVIDED WITH PUMP. sso¢iRevsox•RLOGRANove,,,ermATNOTn¢Gs¢GFORAxTOTnER UBs¢QI�EXT OESIGx WORR�WRHOVfTTH¢WRITTEN CONs¢NT OF JARR¢IT ENGINEFRs,FLIw'_onLT[xJCUMEMs IAB¢LFOns•IssUFG FOR 7 IF A RELAY IS USED TO SHUT OFF HE WATER PUMP DUE TO A HIGH LEVEL ALARM THEN consTRxc-rRixmATeellseGFORSAm¢oseRsxALLxoLOJARReTrenGmeeres,vL,..,v,RmLessnnooeeeNOJARRFrrFNGIRFeRs.n,.,:FreomANTlmnvrnowgnos¢• 1) LOCATE VALVE OPERATORS & JUNCTION BOX TO ( ) BE READILY ACCESSIBLE THROUGH COVER(S). THE FOLLOWING SHALL BE PROVIDED. PROVIDE AN AC INDUSTRIAL CONTROL RELAY IN A OF NF 'ECTIOPI NEMA 1 ENCLOSURE (SQUARE D CLASS 8501 TYPE X OR EQUIVALENT). RELAY COIL PUMP STATION DETAILS PS1 2) WATER SUPPLY SHUTOFF TO BE A SOLENOID VALVE OR SHALL BE RATED FOR 120 VAC. RELAY CONTACTS SHALL BE RATED ACCORDING TO WATER AQ' S 0 A RELAY TO SHUT OFF WATER SUPPLY PUMP POWER. PUMP MOTOR FULL LOAD AMP RATING OR FOR 10 AMPS IF WATER PUMP CONTROL h '9,p REPLACEMENT WASTEWATER SYSTEM (SEE ELECTRICAL SPECIFICATIONS) CIRCUIT CAN BE USED. LOCATE RELAY ADJACENT TO CONTROL PANEL AND LABEL * BUCHANAN FAMILY ENCLOSURE. PROVIDE WIRING TO RELAY FROM CONTROL POWER CIRCUIT LISTED IN NOTE W 66 RBUCH ROAD-GLEN LAKE 3 FOR PROPER OPERATION OF RELAY. : TOWN OF QUEENSBURY,NEW YORK (8) PROVIDE (14) TYPE THW CONDUCTORS (2 + GND) CONDUCTORS FOR EACH PUMP AND (8) CONDUCTORS FOR LEVEL CONTROL SIGNALS) IN A 2" SCHEDULE 40 PVC CONDUIT FROM THE CONTROL PANEL TO THE WET WELL JUNCTION BOX. PVC CONDUIT SHALL BE SS1� JARRETT Engineers, PLLC BURIED A MINIMUM OF 24" BELOW FINISHED GRADE. TRENCH SHALL BE BACKFILLED WITH Civil&Environmental Engineering 1\\ PUMP PUMP STATION DETAIL CLEAN SAND FILL UNTIL CONDUIT ARE COVERED. H.THOMAS JARRETT P.E.#(9) PROVIDE TERMINATIONS IN WET WELL JUNCTION BOX PER MANUFACTURER'S INSTRUCTIONS. COPYRIGHTT @ 12 EAST WASHINGTON STREET GLENS FALLS,N Y 201018 PHONE.(518)792-2907 oNLr conies oFnNisonAW wG vvnH A nLGeseAL u ovnAosio�,eo,RGe AUGUST 2018 PRO#18-013 SHEET:5 OF 6+ avAucervsm G_RusurvtnwTuL BASESHEET 22x34 PLOTTED/REVISED 08123/18 11 30 AM EROSION&SEDIMENT CONTROL CONSTRUCTION NOTES: SAND BAGS LAID TIOKT EROSION&SEDIMENT CONTROL: END TO END, PERPENDICULAR DIRELRION OF FLOW GEOTEOILE FABRIC: FILTER X, III 1OOx, STEEL OR 2'x 2' ESC-1) LAND DISTURBANCE IS DEFINED AS DISRUPTION OF ESTABLISHED GROUND COVER/SOIL, AND NC 1) CONTACT PERMITTING AUTHORITIES REGARDING CONSTRUCTION START DATE, AND ENGINEER TO STABILENKA T140 OR EQIVALENT; OVERLM HARDWOOD POSTS LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION ANC SCHEDULE A PRE-CONSTRUCTION MEETING, PRIOR TO START OF CONSTRUCTION. &K PE JOINTS 6'MINIMIIMl SEDIMENTATION. LAND DISTURBANCE SHALL NOT EXCEED LIMITS SHOWN ON DRAWING WITHOUT APPROVAL OF 2) EROSION & SEDIMENT CONTROL TO BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. < FLOW 24• 011 TYP. THE PERMITTING AUTHORITY. ESC-2) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, ALL EARTHWORK SHALL BE 3) NYSDEC TRAINED PERSONNEL IN EROSION AND SEDIMENT CONTROL SHALL INSPECT SITE DAILY AND - CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE MAINTAIN LOG/REPORT BOOK. HARD SURFACE TIE POINTS PLANS AND/OR THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL", USDA-NRCS AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. (NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL "BLUE BOOK" CAN BE FOUND AT: http://www.dec.ny.gov/chemical/29066.htm) SECURELY FASTEN WIRE ESC-3) EROSION CONTROL MEASURES SHALL BE EMPLOYED FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SAND BAGS 1�-5' MAXIMUM+I FABRIC C�POSTS E O SITE STABILIZATION TO PREVENT EROSION; OPTIONS INCLUDE: A) GRADE DISTURBED AREA AND SEEC OTHER ENVIRONMENTAL CONTROLS: (TEMPORARY OR PERMANENT) IMMEDIATELY AFTER CURRENT WORK IS COMPLETED OR TEMPORARILY SUSPENDED, B) MULCH WITH STRAW, BARK MULCH, STONE, ETC., C) APPLY EROSION CONTROL MATTING, OF 1.) PROTECT SITE DURING CONSTRUCTION IN ACCORDANCE WITH NYSDEC STORMWATER DESIGN MANUAL San OR WOOD POST WITH OTHER, AS APPROVED AND NYS EROSION & SEDIMENT CONTROL GUIDLINES ("BLUE BOOK"); LATEST EDITION WOVEN WIRE FENCE ESC-4) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, SEDIMENT CONTROL MEASURES TANK CONTENTS; AND AREA UNDER FU TEMPORARY FUEL TANKS SHALL FU PROVIEL LINES SHALL BE COVERED IN WOODCHIPS, ABSORBENT 14 5 GAUGE MN,:DED WITH SECONDARY CONTAINMENT EQUAL TO 100% OF SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE STABILIZATION IS COMPLETE TA AND PERMANENT GROUND COVER ESTABLISHED AS DEFINED 8Y NYSDEC STANDARDS. MATTING, OR OTHER APPROVED ABSORBENT MATERIALS. 6' MESH SPADING AS REQIHRID) 1'-4' 1'-4' ESC-5) FOR PROJECTS IN THE LAKE GEORGE BASIN: SHEET FLOW DRAINAGE } FLOW r •� ESC-5A) WITHIN 500 FEET OF THE MEAN HIGH WATER OF ANY LAKE, POND, RIVER, STREAM, OR WETLAND A B MN•� 1'-8' FLOW 1�_B• NO LAND AREA, INCLUDING AREAS STOCKPILED WITH EARTHEN MATERIALS, WHICH HAS BEEN CLEARED MAY FLOW BE MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE THAN 24 HOURS WITHOUT A PROTECTIVE t` 8 COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL DEVICES PROPERLY FLOW 1 44 (MIN.) INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER BODY. ACCEPTABLE PROTECTIVE COVERINGS V4' MN."' MEDIUM RIP RAP CM.) 'ESE FABRIC _ DRAIN ROCK INCLUDE NATURAL MULCH OF A DEPTH OF TWO INCHES, ROCK RIP-RAP, NON-DEGRADABLE MATERIALS SUCF 4'x8'TRENCH GE07EXTILE FABRIC AS PLASTIC OR CANVAS COVERINGS, AND IMPERVIOUS STRUCTURES. BUTT�rmo�� TOGETHER GAP NON-WOVEN GEOTEXTILE FABRIC 1��• WITH COMPACTED BACKFLL 1'-4• ESC-5B) IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS BEEN TEMPORARILY OR PERMANENTLY CEASED NOTES: TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR IMPLEMENTEC GEOTEXTILE FABRIC WRAPPED DIKE CONSTRUCTED USING WITHIN SEVEN (7) DAYS FROM THE DATE THE SOIL DISTURBANCE ACTIVITY CEASED. THE SOIL STABILIZATIOP AROUND HAY BALES,AS SHOWN ABOVE ORIGLMI.GRADE CRUSHED STONE AND LIGHT MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THE MOST CURRENT VERSION OF THE TECHNICAL RP RAP 1)THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR STANDARDS, NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, AND IF 2'x 2•HARDWOOD STAKES OR RE-BARS SEMI-PERMANENT BASIS (1 YEAR MAXIMUM) FOR EROSION CONTROL. THE LAKE GEORGE BASIN SHALL BE IN ACCORDANCE WITH LGPC REGULATION 646-4.15(C). DRIVEN FLUSH WITH BALE. 2 STAKES PER BALE REQUIRED, ONE VERIMAL, ONE ANGLED NOTES: 2 SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MNOMIZE PONDMIG ESC-5C) GROUND CLEARING OR GRADING ACTIVITIES WHICH OCCUR DURING THE PERIOD OCTOBER 15TH TIC APRIL 15TH, DURING WHICH GERMINATION OF VEGETATION TYPICALLY WILL NOT TAKE PLACE, SHALL BE 1)THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF MEET FLOW REQUIRED TO INCORPORATE EXTRA MEASURES DURING REVEGETATION IN ORDER TO REDUCE EROSION ANC �4• NIN DRAINAGE ON MODERATE SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A 3) MAXIMUM SLOPE LENGTHS CWM13LMNG RUNOFF TO A SILT FENCE PLACED MAINTAIN WATER QUALITY. THESE EXTRA MEASURES INCLUDE, BUT ARE NOT LIMITED TO, THE USE OF _e'MN, DRAINAGE DITCH: IF USED AS A CHECK DIM, PROVIDE OVERFLOW CAPABILITY. ON A SLOPE SCREEN MESH, NETTING, EXTRA MULCH, AND SILTATION FENCES. OVERLAP �P•) SLOPE STEEPNESS MAX.SLOPE LENGTH 2 A'TO BE 2 OR GREATER FOR 70 PORARY DIKES AND 2.5 OR GREATER 2:1 25 FT O STAKE F ESC ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT OR PERMANENT EARTH DIKES. 3:1 50 FT INCLUDING NG IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTIOP BEDDING DETAIL 3) 'B'TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIOHf OF ADJOINING 4:1 75 FT ACTIVITY SHALL NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHEF ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. NOTES: GROUND OR MAXIMUM 18' HIGH. 5:1 OR FLATTER 100 FT ESC-7) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT 1)THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE ON DISTURBED 4) INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE CONTROL SYSTEMS; CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO OWNER/ SOILS, HAY BALE DIKES ARE NOT SUITABLE FOR STREAM CHANNELS EARTH DIKE SEDIMENT AS NEEDED: 9'(MAX.) RECOMMENDED STORAGE POW. ENGINEER FOR APPROVAL. 2 HAY BALE DIKES MAY BE USED FOR TEMPORARY(180 DAYS MA=UM) 5) REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT EROSION CONTROL- CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABLOW. EARTHWORK&TURF ESTABLISHMENT: PLY WOODEN STAKES STA STRAW BALE DIKE COMPOST APLACED AT 10'STA ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED FILTER SOCK SILT FENCE SPACING ON THESE PLANS OR BY OWNER. FOR AREAS OF SITE THAT HAVE SEEN VEHICULAR TRAFFIC, SOILS RESTORATION TO BE AS FOLLOWS: SOILS RESTORATION REQUIREMENTS AS DEFINED IN CHAPTER 5.1.6 OF "NEW YORK STATE STORMWATER DESIGN MANUAL": APPLICATION OF 3" OF COMPOST, TILLING COMPOST INTO V V V V V V V SUB—SOIL A MINIMUM DEPTH OF 12". APPLICATION OF TOPSOIL TO A DEPTH OF 6". VEGETATE AS REQUIRED DITCH STABILIZATION GUIDELINES PER LANDSCAPING PLAN, IF APPLICABLE, OR AT THE DIRECTION OF OWNER. (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS ET-2) TOPSOIL, PLANT/SEED, AND MULCH DISTURBED AREAS TO ESTABLISH PERMANENT VEGETATIVE GROWTH A MIN. EXISTING NEEDED; ADDITIONAL OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY (GRASS OR OTHER NATIVE/NATURALIZED GROUNDCOVERS); CONTACT OWNER AND/OR LOCAL SOIL 1 7777JJJJ B 1r4' MIN.__1 CONTOURS DEPENDING ON SITE CONDITIONS) CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. DS-1) 0-6%: SEED & MULCH ET-3) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE �4' MIN MEDIUM RP RAP (7YP.) \ POSSIBLE, ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS TEMPORARY EROSION CONTROL MATTING i DS-2) 6-10%: SEED & MULCH W/ PRACTICAL AND AS DIRECTED BY OWNER. NON-WDVEN GEOTEXTILE FABRIC 1& (EX. NORTH AMERICAN GREEN MODEL: P300 OR APPROVED EQUIVALENT) ET-4) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS \� � i Q. 8 DS-3) 10-15%: SEED & MULCH W/ TEMPORARY OR PERMANENT EROSION APPROVED IN ADVANCE BY ENGINEER AND PERMITTING AUTHORITY(IES). DIE CONSTRUCTED USING 1 CONTROL MATTING ORIGIRAL GRADE CRUSHED STONE AND LIGHT \\ _ _ _ -/ �' . (EX. NORTH AMERICAN GREEN MODEL: C350 OR APPROVED EQUIVALENT) NOTES: RIP - - � DS-4) 15%+: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING 1)THE STRUCT IRE 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 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 TIKES. (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS 3 'B'TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING GROUND OR MAXIMUM NEEDED; ADDITIONAL OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY 18" HIGH. i.) COMPOST FILTER SOCKS WILL BE PLACED ON THE CONTOUR WITH BOTH Te7t1NNAL DEPENDING ON SITE CONDITIONS) 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 251C OF THE DKE'S FUICTTDNIAL VOLUME HAS BEEN LOST. BYPASS FLOW. NOT FOR CONSTRUCTION SS-2) 25-33%: SEED & MULCH W/ TEMPORARY EROSION CONTROL MATTING 5)) DIKES TO BE REMOVED AND AREAS STABLOM WITH AN APPROW2N7E VEGETATION THAT MATCHES 2 DIAMETERS DESIGNED FOR USE SHALL BE 12'-3Y EXCEPT THAT 8'OWAETER (EX. NORTH AMERICAN GREEN MODEL: S758N OR APPROVED EQUIVALENT) SURROUNDING AREAS AND MULCHED TO PREVENT EROSION. SOCKIS MAY BE USED FOR RESIOENTAL LOTS TO CONTROL AREAS LESS THAN .25 ACRES. SS-3) 33-50%: SEED & MULCH W/ TEMPORARY OR PERMANENT EROSION �� STONE DIKE CONTROL MATTING ON SLOPES 08-22-18 I /A\ SUBMI I tU TU UUtENSHUHY FUH VVAS fEWATER PERMIT &) COMPOST SOCKS SHALL BE ANCHORED IN EARTH WITH 2'X 2'WOODEN STAKES (EX. NORTH AMERICAN GREEN MODEL: S150BN OR APPROVED EQUIVALENT) 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 ur NTSPROVIDEDINsURPOST01THIS..�vrvouxe DB-.Nll—THEUsesvec .DIN THEISWE/REVISION'awcKnBOve THEYI nx TBEUS9DMRANY0TUKl NNTRACIOR MAY REFER TO NEW YC1PoC STANDARDS AND SPECIFIGITION FOR EROSION AND SEDIMENT CONTROL THE MAXIMUM SLOPE LENGTH ABOVE A COMPOSE FILTER SOCK SHALL NOT EXCEED SLOPES NSEmeEN DESUNwoRN.wRHDU HSwN TEN nNSEMDE.aaE TEN NEERS,PD,-UxL G-GRIEN<S N E FOLLOWING LIMITS EX. NORTH AMERICAN GREEN MODEL: SC150BN OR APPROVED EQUIVALENT) �NETRUCTIQN MAY BE USED MR SAME NElVD HOED—NETT ENGINEERS,Iu HARMUSS AND DEREND JARRETT ENcmEERS.au MIMANYuuEUIONSEDUSE R BOOK' FOR OTHER MERMODS OF EROSION AND SEDIMENT CONTROL ( TDSE.NDN�NUONTDNATND� (CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) DIAMETER z s ,o SLZooc 2s 33 50 w ENVIRONMENTAL CONTROL DETAILS SS-5) 100%+: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING ON ,� OF NF y EC 1 6 300 200 100 50 40 30 20 SLOPES �P S �9 12 375 250 125 65 50 40 25 (EX. NORTH AMERICAN GREEN MODEL: C125BN OR APPROVED EQUIVALENT) GJ �q,9 REPLACEMENT WASTEWATER SYSTEM I 16 500 275 150 70 55 45 30 (OR OTHER APPROVED STRUCTURAL MEASURES) * BUCHANAN FAMILY 1 24 650 325 200 130 100 60 35 1 32 600 1 425 275 150 1 120 75 I 50 66 REARDON ROAD-GLEN LAKE 515� TOWN OF QUEENSBURY,NEW YORK COMPOST FILTER SOCK ,� w JARRETT Engineers, PLLC (CONTRACTOR MAY USE ANY OF DETAILS SDWN ABOVE FOR SEDIMENT CONTROL OF SHEET FLOW OIL» H THOMAS JARRETT Civil&Environmental Engineering (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND WEaFOATDN FOR BMW AND SEDIMENT CONTROL 'BLUE BOOK' FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL(CONTACT ENGINEER PRIOR TO MAKING SUBSTTIIIONS) P E #57509 12 EAST WASHINGTON STREET GLENS FALLS,N Y / \SEDIMENT CONTROL BARRIER(SHEET FLOW) COPYRIGHT 0 2018 PHONE(518)792-2907 GULY SCALE: N.T.S. NLLE,ENATroRaFDTHAoo�,DEIUEE� AUGUST 2018 PRO#18-013 SHEET 6 OF 6 SHEET FLOW BARRIER DEVICE SYMBOL: xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx avaEcervsmcNUiNEEN isuNuwruE EASESHEET 22 x 34 PLOTTED/REVISED 06/23/18 11 30 AM GENERAL NOTES: G-1) SURVEY& MAP INFORMATION OF THE EXISTING SITE PRIOR TO THE DATE NOTED BELOW WAS PROVIDED BY VAN DUSEN & STEVES LAND SURVEYORS. MAP TITLED, "MAP OF A SURVEY FOR JOHN BUCRANAN". MAP DATE: AUGUST 28, 2008. SITE IMPROVEMENTS AFTER 200E (WEST END OF PATH FROM PARKING AREA TO THE DECK ON THE NORTH SIDE OF THE HOUSE AND THE FLAGSTONE PATIO BETWEEN THE UPPER &LOWER STAIRS LEADING FROM THE DECK ON THE NORTH SIDE OF THE HOUSE TO THE WATERFRONT, EXISTING POTABLE WATER SUPPLIES, BUILDING HEIGHT, AS WELL AS, EXISTING WASTEWATER SYSTEM INFORMATION) WERE DEVELOPED FROM LIMITED FIELD MEASUREMENTS TAKEN BY JARRETT ENGINEERS, PLLC ON MAY 24. 2018. it REPORTED (BY PROPERTY OF POTABLE WATER 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 (/ WELL SOURCE FOR NEIGHBOR ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE NORTH LANDS N/F OF - TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE J� OLSON NOT AS INDICATED. GLEN LAKE . June 20,2018 SUBSURFACE INVESTIGATION IPF�-�_�_� R-""--_ ,vnLLc:Ola-r --- __ cnr;., u Lr. N 5299.04©4 r•l-- ✓`- witnessed/performed by JARRETT Engincen,PLLC PROPOSED SEDIMENT APPROXIMATE LOCATION _ --_ CONTROL BARRIER, IPF TEST PITS OF IXI MATE LEACHING 2 158't E 4576.4250 EC Typ. :t SYSTEM (UNDOCUMENTED)- ��~ IPF rPNUMBEF LOCATION DEPTH SOIL DESCRIPTION Y/ ( ) T1 /NEIN PUP STATION _ behind house IF SYSTEM IS ENCOUNTERED. _ _ FILL IN WITH SAND OR REMOVE /7 \2'0 HOPE x-..Z�,1,� TP180620-01 adjacent to main 0-20' brown sandy topsoil \WDy FORCE MAIN .pcxxxx xx ' 1. walkway � t 24" root penetration 3 r ,IO:.a,rtt, S LWN s DECK ,''+{% % `-'`Tl17('^- PLANTINGS k*I- IPF 20-84" light brown finecoatse sand with gravel&cobbles;some n - -` J ., boulders Ovi^.t1P�C /r .fk / / +; !` © �, bottom d excavation(hole terminated)(teeth penetrated to SA 1-1 �.- `� - /j� 102'±w/out resistance) 2 STORY N 7' f�l LFJK HNO SYS1E11 EXPANDED no water,mottling,bedrock -_I y WOOD FRAM REVISED FORCE; fi �- TO THE FAST TO . HOUSE tD'\MIN. Q LIAN ROSE aXy - @/ - ACCOMk100ATE 4 BEDROOMS 14'west dpath cc;.�II O j / * >r � TP180620-02 16"north of 0-20" brown sandy topsoil IPF `' } "t` / asphalt parking lot // _~�-•�- ASPHALT - - ,+ _ ''�'.•�`) � •I-°r edge(toward EXISTING POTABLE WATER SUPPLY-o-�`tri-r PARKING 'r I' � 24" root penetration 1 WITH DISINFECTION TREATMENT -� "°"-•I g„ X _ light brown fine-coarse sand with gravel&cobbles;some SERVING THE BUCHANAN RESIDENCE _ LANDSCAPED i 20-84 boulders TO BE DISCONTINUED/REMOVED FROM - _ 'IRS' SERVICE AS A POTABLE WATER SOURCE,• 3 EXISTING WELL MAY STILL no water,mottlin BE USED FOR CD Ocll[r, / 100' � � 84" bottom ofexcavagon(terminated due towvng) IRRIGATION PURPOSES ONLY (LANDSCAPE CIPF REARDON ROAD J / ._ bedrock / IRRIGATION SOURCES TO BE LABELED ��I / (ROAD BY 'USE") MIN' // �y 424 east of east AS NON-POTABLE) LANDS F OF / - �-. / wallafgarage PROPANE IDEL TAuxs TP180620-0315'±north of north 0-8" dark loamy topsoil WASTEWATER SYSTEM FOR NEIGHBOR LOCATE EXISTING / eARAGE Q ( "qy edge(rod)of lean TO THE SOUTH BELIEVED TO BE EFFLUENT PIPE lJ; _ _ - `�.✓ to BETWEEN THE TWO HOUSES AND PLUMB INTO(REPORTED BY PROPERTY OWNER; // / }+ xxxxx UNDISTURBED ) NEW PU14P STATION 'tik,- WOODI-ND ` 8.60" brown fine-coarse sand w/gravel&cobbles;some boulders APPROXIMATE LOCATION OF EXISTING _ ✓ kf Ti Fz/Ab 1.000 GALLON SEPTIC TANK; CONTRACTOR CIRF ®= fi0.96" gray coarse Bond&fine gravel INTEGRITY TO VERIFY SIZE, CONDITION (STRUCTURAL - _-. - '-OIs' xk + ! %" hole terminated OF EXISTING TANK, AND ' x + WATER)TIGHTNESS; IF POSSIBLE, �QQREVISED POTABLEQ - -�WATER ROUTE _x / �y{� no water,mottling,bedrock REUSE EXISTING SEPTIC TANK P�' IPF/ �!� TP380620.04 181 north of test 0-32" "Y pit-03 dark loamy topsoil 9(•( v f] `��G Q WELL SLEEVE W1 32.96" brown fine sand w/cobbles&some boulders t!V/! 1-1/4'ID HOPE "PAPER' ROAD %" bottom of hole(terminated) LANDS N/F OF WATER SERVICE no water,mottling,bedrock STEPHENSON EA 2 2 /,'1PR(DDEEEP)POTABIF12PERCOLATIONTE5T5 WATER WELL CD CD PERCTESf M DEPTH SOIL DESCRIPTION TOWN OF QUEENSBURY' PTlSD620-01 20"t light brown fine-medium sand with some very fine sand,coarse (' WASTEWATER PLAN sand&trace Fine gravel L_LIBUIL DING�Q.^ CODES � SCALE: SEE GRAPHIC SCALE percolation rate:1 min 51 sec GRAPHIC SCALE PT180620-02 29"± brown fine sand with some very fine sand 20 0 10 20 40 80 percolation rate:0 min 46 sec SPATE ROUTE 744 �J IN FEET) �, � / WASTEWATER PERMIT ISSUED BY THE TOWN OF QUEENSBURY ON l Q AUGUST 30, 2018; REFERENCE TOWN OF QUEENSBURY BUILDING "dT PERMIT: SEP-0545-2018. 'y (��s.� BOW_ F MOON 43•HILLs J ,r r��-vim" ��k"-+i..4p HIl1RD aR 1\��Ion_ Ry�o _ __ R4 SUN Shorviood N Q RE RD DOCUMENT 1-21-19 2 REVISED PIPE ROUTES$EXPANDED LEACH BED Acros raw I 6R— "rf°N TO LAKE 08-00-18 1� IADDED REFERENCE TO WASTEWATER PERMIT ISSUED f3 toLRSE " l °an+ "-0�x� B[RRT ORGEORGE UBMITTED T UEEN BURY FOR WASTEWATER PERMIT lur�B 'LAM oR Lnvpr wousRjal Ir°r �B OB-22-18 A xT°r cEOGB �� �I /�j% LDdey,• g oM K\ `r uRn t dt0� K"o'r 7 vAim DATE REV# ISSUED/REVISIONS SITE LOCATION p. Ir`1 I�z L (f8 c`1jtmyso� P �F 9p �' erwmor weocslc""erncuscuo"LYMnr 119IRan svcinehslommoc"Awve.r Ec NMMU11Droaulromcn g / I q. I.clwifLVl+oarRL;rn DDSEm1ENEDEsr %ERD,wrrllD„rmsaRNnN �EENs,euc.oNl.rDDcm¢NrsuDEEEDe+sssvrDroR 3 I OS%IET17[WPD/� J�+� Q LBMIOIIBLI+r11 sriuumowerur�w•uns[ Ine.�exaTtexo"[Eu.rtwxnU Su DRM.o".,`eab,•EMIBras.l,,.orRo"u,r,Dv.�N,IDw:rDDs:: wARTIA NY1091R0 fN ts. 1.w440N IRlA 1RTr1 Ivtrl IEoccxtort:. /�Surmyn4 BAY c� OF NFIV O�R WASTEWATER PLAN o�Pm m Tmid+ ,r Raw c� r WW1 °-Cross: w000ryro°r ap 4r AS 9 p0 Roads ccd°rcovn TO GLENS y p ✓q r REPLACEMENT WASTEWATER SYSTEM "EEA (, "'EBw\�oucenenu FALLS k P ' J � Po18� ��- BUCHANAN FAMILY B Cenlrr ry Ni4 m ' " 66 REARDON ROAD-GLEN LAKE Blind Rock s . �' s TOWN OF QUEENSBURY,NEW YORK Road Eslalo+ IroNrrrbr t HgVI(gN0 O.q Y ARECORD DOCUMENT u x°tRRv Q° aprp ^7TSS f � JARRETT Engineers, PLLC THESE DRAWINGS HAVE BEEN PREPARED FROM INFORMATION COLLECTED BY C5rn1&Environmental Engineering JARRETT ENGINEERS,PLLC DURING LIMITED CONSTRUCTION OBSERVATIONS AS WELL AS H.THOMAS JARRETT INFORMATION PROVIDED BY THE CONTRACTOR (CREATIVE CONSTRUCTION). INFORMATION PROVIDED BY LOCATION PLAN P.E.#57509 12 EAST WASHINGTON STREET GLENS FALLS,N.Y. OTHERS HAS NOT BEEN VERIFIED BY JARRETT ENGINEERS,PLLC FOR ACCURACY AND/OR I1 COPYRIGHT©2019 PHONE:(518)792-2907 COMPLETENESS. SCALE: N.T.S. Riuc xi,I.wueE�DN�ERmimaE AUGUST 2018 PRO#18-013 SHEET:1 OF arovan i°1AipNOF1�°OL11'°'f°'ter BASESHEET:22x34 PLOTTED/REMSEDARI/191:45PM 6l�LxFNlD FNCfrFERnUNWKIM1.