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BOTH-000343-2015 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-000343-2015 Date Issued: Tuesday,November 15, 2016 This is to certify that work requested to be done as shown by Permit Number BOTH-000343-2015 has been completed. Tax Map Number: 239.16-1-23 Location: 26 TALL TIMBERS RD Owner: ARKLEY MASTRO JR Applicant: ARKLEY MASTRO JR This structure may be occupied as a: Residential Septic Alteration By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Director of uitding&Code Enforc enc Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Q—k Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: BOTH-000343-2015 Tax Map No: 239.16-1-23 Permission is hereby granted to: ARKLEY MASTRO JR For property located at: 26 TALL TIMBERS RD In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Tvce of Construction Owner Name: ARKLEY MASTRO JR Septic Disposal $0.00 Owner Address: 250 Van Rensselaer BLVD Total Value $0.00 Menands,NY 12203 Contractor or Builder's Name/Address Electrical Inspection Agency Jarrett Engineers,PLLC Plans&Specifications Residential Septic Alteration $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,November 11,2016 (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 To Quee j T say er 17,2015 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PERMIT Office Use Only DATE ICo Received Tax Map ID yy�� TAx MAP Io 239.16-1-23 Permit No. Permit Fee fly Inv . 1 5 LOCATION OF INSTALLATION 26 Tall Timbers Rd Approvals: APPLICANArkley Mastro -- 1 IIt i !PHONE/E-MAIL (518) 869-6227 T �Jnntt'' ���� ADDRESS 250 Van Renss �1g B1NQV t��an3s15 NY, 3 TBD Tp�NN Cir ?U " i' t'U�Y INSTALLER/BUILDER: ,. C 1PHONE/E-MAIC ADDRESS: WNER Same As Above PHONE/E-MAIL Address ^^ �} 7 CONTACT PERSON FOR BUILDING&CODES COMPLIANCE' N RZ E l 1-\VN��QIn PHONE j la RESIDENCE INFORMA TION SEE PLANS Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older Garbage grinder installed Y —N 1981.1991 Spa or Hot Tub installed Y _N 1992-Present Ilu -1414n PARCEL INFORMATION SEE PLANS Topography Fy rolling _Steep slope _%slope Soil Nature Sand _Loam _Clay _Other Groundwater At what depth? Bedrock/Impervious Material At what depth? Domestic Water Supply Municipal _Well(if well,water supply from any septic system absorption is_ft.) Percolation Test Rate: per minute per inch(test to be completed by licensed engineering/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION SEE PLANS Tank Size 17 f�M gallons(minimum size 1,000 gallons, add 250 gallons to size for each garbage grinder or spa or hot tub) System Type Absorption field with#2 stone Total length ft.; Each trench x Seepage Pit with#3 stone How many: ;size Alternative System Bed or other type? Holding Tank System Total required capacity? Tank size #of tanks Notes: 1)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longer allow systems to be covered until such time as an As-Built plan is received & approved. The installed system must match the septic system layout on file-no exceptions. DECLARATION: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance know by or on behalf of an applicant, shall be void. I have read the regulations and agree to I e � h se an II r quirements of t e own of Queensbury Sanitary Sewage Disposal Ordinance. Print Name Ar 1 M Date: Signature: Date: Town of Queensbury Building &Codes Septic Disposal Permit July 2014 TARRETT Kom eels PLLC Civil&Environmental Fn�ineenn� Transmitted via email September 15, 2016 Town of Queensbury Building & Codes Attn:John O'Brien 742 Bay Road Queensbury,NY 12804 Re: Mastro Residence 26 Tall Timbers Rd on Assembly Point Queensbury,NY 12804 Wastewater Disposal System JE 14-020 Dear John, This letter is to certify that representatives from this office visited the Mastro property several times during construction of the wastewater disposal system serving the existing residence. Based on our field observations, we feel that the system has been constructed substantially in conformance with design plans entitled "Replacement Wastewater System Mastro", prepared and issued by this office on 11/30/15, with the following exceptions: • The septic tank and pump station were relocated to the south side of the property, as shown on the attached record plans • The pump station was installed as a round structure as opposed to the rectangular structure originally designed (pump dose volume not verified by this office, however, Emmons Pump has certified the pumping system (attached)). • The force main was installed as 2" piping as opposed to 1-1/2"; pump friction loss was not verified by JE(see Emmons Pump& Control, Inc. letter) • The pump stations (2) high water liquid level water supply shutoffs were documented by the general contractor but not verified by JE • Ejector pump system in basement of residence documented by general contractor but not verified by JE Record plans for the system, as a compilation of the available data from the general contractor, Emmons Pump, and Jarrett Engineers, are attached. If you have any questions, please do not hesitate to contact us at 792-2907. 12 East Washington Street 518 792-2907 Glens Falls, NY 12801 John O'Brien,Town of Queensbury Building Department September 15,2016 Re: Mastro Wastewater Sincerely, JARRETT ED&eff.% PLLC n 11:48: 6 11:48:16 -04'00' H. Thomas Jarrett, P.E. Principal Attachments: Record plans,dated 8/19/16, revision 2, issued by Jarrett Engineers, PLLC Emmons Pump& Control, Inc. certification letter Ecopies w/attachments: The Mastro Family c/o Jeff Mastro Page 2 of 2 PUMP a CONI O INC EMMONS PUMP & CONTROL, INC. 453 NORTH PEARL STREET ALBANY, NY 12204 PHONE: 518-694-0404 * FAX: 518-694-0405 www.emmonspump.com June 29,2016 Mr.Thomas Jarrett,P.E. Jarrett Engineering,PLLC 12 East Washington Street Glens Falls,NY 12801 Dear Mr.Jarrett, This letter is in reference to the ANUA(Puraflo) Effluent treatment system installed at the Mastro residence,26 Tall Timbers Road,Queensbury New York on June 23,2016. I Trent Emmons Sales Representative for Emmons Pump &Control,Inc and Puraflo Product for Eastern N. Y. State was present at the installation and start-up of the three(3) module drip type treatment system and certify that the system was installed and tested properly by Lake side Contracting,Lake George,New York 12845. Mr. Mastro was presented with a packet of information on the proper use and maintenance of the Puraflo system. This letter of Certification applies only to the Equipment supplied by Emmons Pump & Control Inc consisting of the following items; Puraflo Modules,Sampling Chamber, Zabel Filter Hydromatic Pumps Check Valves Tru-union Ball Valves,Float Bracket,Junction Box Time Dose Control Panel and the Conery Mfg. Slide Rail Systems. Best Regards, Trent Emmons ® RCo1ATIO16 PPL KYn�010]aMpFYLkNnTOM B JL 5i��mvsol hmNYP'O<!2 Rs�dPxFLWry p`yt?�l9p[F Np/ryt 10 OK L.v0a41./1N¢OY16[Wq SOgdMYm n.MaW wru..KN wrt o 1 wnn n meas. saumR vaM.n vad rrt W nK sm.si v/WYx mwK sY9 Rm mr4Ylm Krz v,Kum n IST.Yi �uenK .Opv'a[ 1]pdOvmrOst ifY.KNwbiu.ar.p.Wl © M � RKry IOKYYn YW OgaK9nb T KKr�IO6 YK ® SbO[TFt ;909[bYnWN ba Y9wnI.KwP PmtlK aaMKYNN<M 'eve-�T'� NV ILCa�N smOf� eereNK r1Yµw�YMlwwK mM[NK.aw/ \\-a 9FOgYy IYYmN[ libvNe[ PYm wdP K.gF�ntle lN�atluLp[0 rm. IKgsa YFNFm MNN v..KOe 9YYFr 50.9 pVW TKbYI Rtla: 011](�PwtleRL• L9 • ] pG. TYOYv T[0YM smwu.]mK.NM a oYPNd KpYn9v aml.YseY9KrKK[[] ® neYs•LIRarLa uo.NMMKK MaramNlFie la m..u. 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M AS T R O 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 �'�'I 1 �'�'I 1 �I I �'�''I I ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED ' 1!E F LAC E M E N T WASTEWATER SYSTEM SYSTEM TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. TALL TIMBERS ROAD (ASSEMBLY POINT) REPLACEMENT WASTEWATER SYSTEM TOWN OF QUEENSBURY, NEW YORK DRAWING: DRAWING TITLE SHEET: COVER COVER 1 OF 8 C1 BASEMENT PLUMBING PLAN 2 OF 8 C2 WASTEWATER SYSTEM PLAN 3 OF 8 XS1 LEACHING SYSTEM CROSS SECTION 4 OF 8 D1 WASTEWATER DETAILS 5 OF 8 BUILDING PLAN FOR SEWAGE EJECTOR li f ra r'��F y rl � k�•N; PS1 & PIPING - SCHEMATIC 6 OF 8 Ta'�1. �1 -�_- PUMP STATION 7 OF 8 '+ EROSION CONTROL DETAILS 8 OF 8 D - _ r l- CI e I�• ,I 1a. -. - 1 II � .�� RRAYi°4 0 C -akunCelriCc¢- qto J _ y.' _ ,,I(S .{• PDixoalPm Lat'ascs I Il - I I _ .� `_ _- - _ h`,, •� �J'I FAv?BVORT f�DRltm W:RDNCBA:DL"/WAY(M7 n - LORIOYDRRIPYI) s OLDASSEMLY/ {im_ - ` - YWWIPtlI `T. PoINf RO` — �Clit >". T y ' EDM !` i;L c �t�oil TAUT29EA5 a SRE LOCATION ` e cnaxea e� wwaEumm J �cCROOKEDT. Point DRM�� a� _ - n " LAM G tIG j '.. -"- - . - _' i _ Cit •. "DtHAt�.far- /`f-- SIGN PoSTFDRm n RAY _Da _ 1 11 ` ^� ROW SHORE WEIY ` vm� i k I 1 � _ A� I r.;._ :- .t��'�;: RDIPm IPm� II _ - �`ARFOa , I 1'\ J _ _ sl �•' _ .. ,�S Tit, - _. I' - �l V (m'9 JOSHUARDCK` t 1 - .I � " t•.'�� I I I f ry 1.,. L� - - - f ° 1 c;;. RDrM ( ounTl.rs\\ RAY RD r� BAY ROAD v ' l "AR' 'I��J9lJ°`tkL # 4' SCALE. N.T.S. . l LOCATION PLAN Ij 1 try 1 A.iar. N t ' fJ{f g Y"..- � Y A A'" 0 P Ih - ' a 1'f�'q`i�sTru L L- r t(C' •yR4•t � "� �} L, �F ''��1�f�1�5 � t �--�ss--fes- 'tc � •-�:A ,�, f [-B _ SL ld 1 31,1'•.c t '.: I ,•�. E 1 PROPERTY PLAN Q SCALE: N.T.S. GRAPHIC SCALE NOTE: ENGINEER TO CERTIFY TO THE TOWN OF 40 0 20 40 BD 160 QUEENSBURY THAT WASTEWATER SYSTEM HAS LEGEND: BEEN CONSTRUCTED IN ACCORDANCE IT(IN FEET) THESE DESIGN PLANS AND QUEENSBUR/// EXISTING OBJECTS / BY OTHERS: PROPOSED OBJECTS IN THIS DESIGN: STANDARDS. PROPOSED SEDIMENT CONTROL BARRIER:• x•x•x•x•x•x• x•x•x•x• x• REVISION INDICATOR:e SUB-CATCHMENT INDICATOR: TEST HOLE:0 TP # POND INDICATOR: yP ` PERCOLATION TEST:N PT # REACH INDICATOR: 7R 1' j NOTE: G-1 NOTE # NOTE REFERENCE TAG: Ci SEE DRAWING # FOR NOTE JARRETT Engineers, PLLC ISSUED �� COD(STRT1OI� • 1 DETAIL # g DETAIL REFERENCE TAG: D1 ISSUED FOR CONSTRUCTION SEE DRAWING # FOR DETAIL Civil&Environmental Engineering 11/25/15 0 ADDED CERTIFICATION NOTE ,- SECTION CUT DIRECTION 12 EAST WASHINGTON STREET PHONE:(518)792-2907 11/6/15 QA SUBMITTED TO QUEENSBURY FOR PERMITTING SECTION REFERENCE TAG: D7 A SECTION LETTER GLENS FALLS,N.Y. PRO# 14-020 FAX:(518)798-1864 DATE REV# ISSUED/REVISIONS w SEE DRAWING # E17PFR VIDEDINSURORFOFTINS DESIGN MAY DE USED ONLY TUR THE USE SPECIFIED IN TNE'ISSUE/REVISIOW DI�CNABOVE,THEY MAY NOT DE USED FORAIF(OTHER FOR SECTION IOSE,ED INCOR1tlRATED121A1(YEUDSEQUEIRDESIGNWOPK,WITIIOUTTIIEWRfITENCONSENIOFJARFErtENGINEERS,PLLC.ONLYDOCUTAENtSLV3ELEDA5ISSUED FOR CONSPRUCTIOt1'I—BE USED FUR SANTE.USER SHALL HOLD JARRET}EIIGIPEERS,POL 11ARI.ILESSAIID DEFENDJARRErt ENG111EERS,PIJC FROIAANT UIIAVIIIORIgD UE¢' GRID BASEMENT AREA (ANGULAR HATCH) EXISTING SOIL PIPING PENETRATE FOUNDATION WALL; SLEEVE FORCE MAIN PIPING & / / EXISTING BUILDING SEWER TO SEAL BOTH SLEEVE & FORCE MAIN EXISTING WASTEWATER SYSTEM O BE WATER &TVERMIN TIG / G —SA-G; / / S9 G N VS/ / —�tlS-/ / /�.-tlS SA-G - --- / CAP EXISTING BUILDING - -- --------- -- - - J SEWER INSIDE BUILDING ROUTE FORCE MAIN THROUGH INSTALL NEW SEWAGE EJECTOR PUMP BASEMENT; HANG/SUPPORT SYSTEM ON BASEMENT FLOOR AS REQUIRED AS DIRECTED BY OWNER; HOUSE FOOTPRINT RE-PLUMB SOIL PIPING ROUTE FORCE AWN BELOW/ABOVE TO SEWAGE EJECTOR GRADE AS REQUIRED; FORCE MAIN TO BE INSTALLED TO FULLY DRAIN BACK TO SEWAGE EJECTOR FOR WINTER SHUTDOWN FORCE MAIN TO SEPTIC TANK BASEMENT PLAN FOR SEWAGE EJECTOR&PIPING- SCHEMATIC ISSUED FOR CONSTRUCTION SCALE: N.T.S. 11/25/15 0 ISSUED FOR CONSTRUCTION NO CHANGES THIS SHE 11/6/15 0 SUBMITTED TO QUEENSBURY FOR PERMITTING DATE REV#I ISSUED/REVISIONS EO IN SUPPoNFOF TITIN DESIGN Iw BE USED ONLY FOR THE USE NPECIFl UE/REVISION'BI—N AWVE.TIIEYI t;N TBEUSEDFORANTOTIIER PURPOSE,NJR IONC'N""TEDINAt'SUDSEQUENTDESIGNWORR.IITI1OMTIIE;rI ENC SEIROFJARNIT ENGINEERs,PLLC.OIILYDa:UM1ffMS L�DELED As'ISSVED FOR USED FORS F USERNIIALLIIOLD-FIRENGINEER S,PITC IU CONSPHUCfION IMT BE RIALESS AILD DEFEIID JARREIT EIIGINEERS,PLLC FFOlA ANY UB—H....UEF, BASEMENT PLAN FOR SEWAGE OF NEIvy EJECTOR&PIPING -SCHEMATIC C1 co Sj J, REPLACEMENT WASTEWATER SYSTEM MASTRO w TALL TIMBERS ROAD QUEENSBURY,NEW YORK N 0.5/5CH �c3 A��25S1�;Y1� JARRETT Engineers, PLLC H.THOMAS JARRETT Civil&Environmental Engineering P.E.#57509 12 EAST WASHINGTON STREET PHONE:(518)792-2907 COPYRIGHT 02015 GLENS FALLS,N.Y. FAX:(518)798-1864 ouo•copes OF TNr wars G e.Im a uue GFU GIuu eEcauaoEREnmuE NOVEMBER 2015 PRO#14020 - SHEET:2 OF 8 DY•Nn ALTERAnaI OF MH DOCUTAEIN E%CEPi BTADLFN.—EN,NNEFNr,UTAAT SASESHEET:22 x 34 PLOTTED/REVISED:11/25/158:00 AM t` SUBSURFACE INVESTIGATION: Wastewater Design Information x X X•X•X•X•X•X•X•X•X•X•X• PERFORMED BY JE ON 09/23/15 GRIDx.x'x X Design Basis .� {.' TEST PIT#150923-01 (HAND DUG) Town/Village/City of., Town of Queensbury 1 X 0 - 21" MEDIUM BROWN FINE SAND WITH TRACE SILT &TRACE MEDIUM SAND NYS Dept of Health + X 21" BOTTOM OF HOLE (NESTED COBBLES) } X (ROOT PENETRATION FULL DEPTH) 4. XWater Supply X NO MOTTLING OR EVIDENCE OF HIGH GROUND WATER Lake Source (New wells to have min 50'grouted casing) X X X TEST PIT#150923-02 (HAND DUG) X 0 - 29" MEDIUM BROWN FINE SAND WITH TRACE SILT &TRACE MEDIUM SAND Wastewater Flow 2"0 HOPS SANITARY FORCE MAIN X X 29" BOTTOM OF HOLE (REFUSAL DUE TO NESTED COBBLES & ROOTS) 4 bedrooms x 110 gpd/bedroom(post 1994 water saver fixtures required) FROM SEWAGE EJECTOR X (ROOT PENETRATION FULL DEPTH) _ PUMP LOCATED IN BASEMENT '/' X 440 gpd design flow (SEE 'BASEMENT PLUMBING x .1,T NO MOTTLING OR EVIDENCE OF HIGH GROUND WATER Primary Treatment PLAN" - DRAWING "C1") X X PERCOLATION TEST#150923-01 Septic Tank: 1250 gal tank required for 4 bedroom residence X TEST DEPTH: 12" Provided: 1250 gal tank provided X x SOIL: MEDIUM BROWN FINE SAND WITH TRACE SILT & TRACE MEDIUM SAND Effluent Filter. NSF Approved Residential Effluent Filter, or equiv jr X STABILIZED PERCOLATION RATE OF 0 MINUTES 18 SECONDS. X X Secondary Treatment X x Leaching Device: Puraflo Peat Filter Wastewater Treatment by Anua X x Existing Soil Percolation Rate: less than 1 min/inch stabilized rate X X X z LOCATE TANKS AS REQUIRED TO AVOID Treatment System Sizing X O TREES, BEDROCK, ETC' CONFIRM WITH Puraflo Treatment Pods: @150 gpd/Puraflo Pod= 2.9 = 3 pods x ENGINEER PRIOR TO INSTALLATION X X X Tertiary Treatment X Subsurface Treatment&Disposal applied by Crushed Stone Infiltration Pad: X X Provide"cut&fill"soil below Infiltration pad w/percolation rate 15 minlinch 500 GAL. EFFLUENT 1 Required pad size: 440 gpd/ 0.95 gpd/sf = 463 Square Feet X PUMP STATION X % NYSDOH Reduction for NSF 40 ETU -33 ic O % Net Required Leaching Pad 310 Square Feet Reqd X % Pad Size Provided: 312 sf crushed stone pac X a yc X �/• 4"0 PVC SDR 35X i Effluent Dosing/Distribution EFFLUENT PIPE: + Pumped dosing to Puraflo units;Gravity distribution from to stone pad MIN. 1%SLOPE x O a X X X.X.X X.X X / EXISTING PINE X +.+ TREE TO REMAIN 1 EXISTING 1,250 GAL SEPTIC TANK U1 O PINE TREE + O jr TO REMAIN F X O 1 .+ X X y LIMITS OF CRUSHED STONE INFILTRATION PAD: 312* SF X So0o0�R NOTE: REFER TO "CONSTRUCTION MILESTONES" I n00�0 OP 150923-01 CONTRACTOR TO PREPARE WASTEWATER X ��/�O(�O-PT �f150923-01 LEACHING SYSTEM STTE(I.E REMOVAL (SPECIAL INSPECTIONS BY ENGINEER) ON Xa O°oopv�o�v oa,\ OF TREE SUMPS, EXISTING SOIL, ETC.), DRAWING "DI ", "WASTEWATER DETAILS". 1-1/2"0 HDPE SANITARY FORCE MAIN 3 � ��, OOo�OO AND STAKE OUT LIMITS OF STONE PAD To "PURAFLo" PEAT FIBRE !Oce O� Oo 00 _ AND 'PURAFLO" MODULES; ENGINEER TO BIO FILTER MODULES D1 X PII NE TREE !JOQ��OOQ O(]O0C0n MODULES, OR INSTALLATION OF PIPING OQ CJ —--- --- WITNESS PRIOR PLACEMENT STONE, X (� OOC�Q O OG'oO X Io0�o0� EXISTING EARTHEN VEHICULAR / R>c- -cI- ) ACCESS WAY X / lOn��(1O/--I t X / (24*) �I EXISTING QW�. {I '.Qa // ��PINE T���oopC) l is EXISTING STONEWALL TO REMAIN: x I ��VG OO�C i "Ia. CONTACT ENGINEER IF IN CONFLICT / — cD z' WITH WASTEWATER SYSTEM X L1� pyo per[' f z r HC �\�\ y`, EXISTING BREAK IN GRADE AND X 17 O MANAITOLD� / _ ������ ®� 0 N ST D U CTI®N /�Il OLD STONEWALL: MODIFY/REMOVE—X 0 TP'/{ 50923-OJJ�OC; - WALL AS REQUIRED (TYP.) -! OU�� OoC� X 'PURAFLO"PEAT FIBRESSUED FOR CONSTRUCTION X / OOH OOQ O z 2 BIO FILTER MODULE(S) 11!25!15 Al NO CHANGES THIS SHE PROPOSED EROSION do 1 A-A TOO(�OOnO( X D1 (BLUE MODULE COLOR 11/6/15 DA SUBMITTED TO OUEENSBURY FOR PERMITTING SEDIMENT CONTROL DEVICE EC XSt / f'OO��Op�V�O COp� iXc // ,oOggoO�o' DATE REV# ISSUED/REVISIONS L /I 1 11/l I(�L.! If If I� _ _ pOCUTAENTS PRONDEDIN SUProRi OF THIN UES..G ANY BE USED ON11 TOR TINE USE SPECIFIED UE/REWSIOR•BLOCI:AE VE.THEY IMY NOT BE USED NRANYOTIIER EXISTING PINE N-IMBSUIEEDPOR-UIERSE-110—AF'RM EENGINEERS FI c NARUMSE AND ueFENDJANRM ell oiERS. c FE01A AIN uluvnwwgo USFGS E TREES TO �•• EXISTING STONE REMAIN OF NEI WASTEWATER SYSTEM PLAN C2 }'k X •X •X •X•X •X X .X.X.X •X.X •X.X .X.X•X.X.X •X •X.X•X.X.X.X•X •X MASONRY WALL ,�� 'V/. �P s✓ °9 EXISTING CHIMNEY AND HEARTH ADJACENT co O q 'F REPLACEMENT WASTEWATER SYSTEM REMOVE TREE STUMP WITHIN 'PURAFl 0' TO STONEWALL TO BE REMOVED: EXAMINE 'c MASTRO STONE PAD AREA,AND REMOVE OTHER �CONTACCTT ENGINEER EER STABILITY m I u TALL TIMBERS ROAD E' .t, QUEENSBURY,NEW YORK STUMPS ONLY IF IN CONFLICT WiTH 7 2 SYSTEM COMPONENTS `P '°.5r� ��? JARRETT Engineers, PLLC GRAPHIC SCALE H.THOMAS JARRETT Civil&Environmental Engineering 3 WASTEWATER PLAN 4' 0 2' 4' 8' 16' P.E.#57509 12 EAST WASHINGTON STREET PHONE:(518)792-2907 COPYRIGHT 02015 GLENS FALLS,N.Y. FAX:(518)798-1864 SCALE: SEE GRAPHIC SCALE (IN FEET) FLuE:,E.ir.wu��ceir��ornmmue _ NOVEMBER 2015 PRO#14020 SHEET:3 OF 8 lJ <LTERAT011 IF1HYYDOLUTAEIrt ENCEPT BraucEe;m ErrGnlEFnmulrtay.TBI. BASESHEET:22x34 PLOTTED/REVISED:11/25/158:00 AM t< LEACHING SYSTEM INSTALLATION: L1. LEACH FIELDS / BEDS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481, NYSDOH, NYSDEC, EXISTING STONE AND OTHER APPLICABLE STANDARDS UNLESS OTHERWISE DIRECTED HEREON. 'PURAFLO' PEAT FIBRE MASONRY WALL L2. REMOVE VEGETATION AND TOPSOIL WITHIN FOOTPRINT OF LEACHING SYSTEM AND STOCK PILE COVER STONE (TOP AND SIDES) WITH 810 FILTER MODULES TOPSOIL FOR RE—USE. CONTRACTOR TO EXAMINE LEACHING AREA SUBGRADE AND VERIFY OVER TILE FABRIC FOR SIDES) TH (-BLUE- COLOR CODED MODULES) CONSISTENT SOIL CONDITIONS PRIOR TO ANY FURTHER CONSTRUCTION; NOTIFY ENGINEER AND GEOTEDO NOT INSTALL DIRECTLY OWNER OF INCONSISTENCIES. BENEATH 'PURAFLO• UNIT L3.LEACHING SYSTEM(S) SHALL BE INSTALLED TO (RELATIVE) ELEVATIONS SHOWN, AND ELEVATIONS OF PARKING AREA EXISTING GRADE AND SITE FEATURES SHALL BE DOCUMENTED PRIOR TO START OF CONSTRUCTION. VEGETATE FILL WITH APPROVED 2. L4.FILL MATERIAL, IF REQUIRED FOR LEACH FIELD/BED SYSTEM(S), SHALL BE CLEAN GRANULAR SOIL GROUND COVER AND/OR s/_ j �� SHALLOW ROOTED SHRUBS �� �I / ` '✓T7 1 I I WALL FOUNDATION (SAND OR LOAMY SAND) DEVOID OF ANY LARGE STONES OR COBBLES, AND FREE OF CLAY, AND ORGANIC MULCH —/ I I� ?y. ' I UNKNOWN ORGANIC DUFF, NON-SOIL COMPONENTS (DEBRIS, ETC.). PERCOLATION RATE(S) OF FILL SHALL —12•� �—/ / —/ / z�_ P > BE AS SPECIFIED ON PLANS AND/OR IN DETAILS. PERCOLATION RATE(S) TO BE VERIFIED BY A QUALIFIED PARTY (I.E. SOIL 3'f / \� /�IN•J —C BORROWPIT INDEPENDENT TO EXCAVATION, AND INPLACEINRLEACH PROFESSIONAL D / B D� ENGINEER) IN FOLLOWING COMPACTION. PERCOLATION TEST(S) TO VERIFY FILL SUITABILITY SHALL BE PERFORMED AT THE FREQUENCY SPECIFIED ON THE PLAN AND/OR SECTION. FAILING TESTS SHALL REQUIRE CLAY AND/OR —j �— j ,..::•-,r -'-: " ' - REMOVE EXISTING SOIL ADDITIONAL TESTS EVERY 1000 SF AROUND EACH FAILED TEST UNTIL THE LIMITS OF FAILING SOIL SILTY LOAM TOE \ \\ .EXISTING: - 2 ARE IDENTIFIED. FAILING SOIL SHALL BE REMOVED AND REPLACED WITH COMPLIANT SOIL. SUBMIT .GRADE - WRITTEN RESULTS TO OWNER AND ENGINEER AT LEAST FIVE BUSINESS DAYS PRIOR TO HAULING. L5. IN NO CASE SHALL WHEELED EQUIPMENT, EXCEPT PLOWS WHERE REQUIRED, BE ALLOWED LOAMY SAND FILL 3/4�-1•CLEAN, WASHED CRUSHED DIRECTLY ON THE SOIL WITHIN THE LEACHING AREA FOOTPRINT. (NO RUBBER TIRED EQUIPMENT USE SOIL EXCAVATED FROM FILL AMENDMENT IN ACCORDANCE SHOULD EVER BE ALLOWED WITHIN THE WASTEWATER ABSORPTION AREA). TRACKED EQUIPMENT GRAVEL OR CRUSHSTONE ( WITH 'PURAFLO' REQUIREMENTS SAND FILL WITH PERCOLATION RATE OF SHALL BE USED FOR INSTALLATION, AND WHERE FILL MATERIAL IS REQUIRED, IT SHALL CRUSHED( UNDER 'PURAFLO' PAD) MULCH, COMPOST, ETC.) (EXTEND BEYOND 'PURAFLO' 1-5 MIN./IN. IN PLACE STABILIZED RATE DUMPED AT THE EDGE OF THE LEACHING AREA AND PUSHED IN PLACE AHEAD OF THE EQUIPMENT; EXISTING STONE MASONRY MODULES IN ALL DIRECTIONS WALL (EXISTING WALL MAY (TARGET 1-3 MIMAN.AT PLACEMENT) TRACKED EQUIPMENT SHALL BEAR DIRECTLY ON 12" MINIMUM OF FILL MATERIAL AND NOT ON BE LEFT IN PLACE WHERE 17' (SEE PLAN FOR PAD DIMENSIONS) NATIVE SOIL. NOT IN CONFLICT WITH L6.FILL SHALL BE GRADED AND COMPACTED IN SIX-INCH LIFTS. THE FILL SHALL BE GRADED TO THE NEW WASTEWATER SYSTEM) LIMITS AND DEPTHS DEPICTED ON THE PLANS AND DETAILS. L1-L8 LEACHING SYSTEM L7.INSTALL LEACHING CHAMBER UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE XS1 SITE PREPARATION DIRECTED HEREON. VERIFY THAT EACH TRENCH/BED IS LEVEL USING A LEVEL, TRANSIT, OR SEPTIC TANK LASER. (IN BACKGROUND) L8.SEQUENCE OF CONSTRUCTION TO BE AS FOLLOWS: •FIND FILL SOURCE AND VERIFY SUITABILITY WITH PERC TESTS AT SOURCE. /A-A\LEACHING SYSTEM CROSS SECTION (LOOKING WEST) •ALL TREES AND STUMPS WITHIN THE LEACHING SYSTEM FOOTPRINT SHALL BE CUT TO GRADE AND REMOVED. C2 SCALE: N.T.S. .REMOVE AND STOCKPILE TOPSOIL FOR PLACEMENT ON THE FINISHED SYSTEM. •EXCAVATE TO DESIGNED SUBGRADE (IF NECESSARY); EXAMINE SUBGRADE FOR POOR (SLOWLY PERMEABLE) SOILS, BEDROCK, DELETERIOUS MATERIALS, SMEARING, ETC. REMOVE DELETERIOUS MATERIAL, INCLUDING SLOWLY PERMEABLE SOILS, WITHIN SYSTEM FOOTPRINT, /S DIRECTED BY ENGINEER. •SCARIFY SUBGRADE TO CHECK FOR AND REMOVE SMEARING AS REQUIRED, PRIOR TO PLACEMENT OF SPECIFIED GRANULAR FILL. PLACE AND COMPACT SYSTEM FILL IMMEDIATELY AFTER SUBGRADE HAS BEEN PREPARED AND APPROVED, TO REQUIRED ELEVATION. r - •• .�z :`' •PERFORM PERCOLATION TESTS IN THE PLACED FILL MATERIAL TO CONFIRM DESIGN RATE. , •INSTALL LEACHING SYSTEM(S) TO GRADES AND IN CONFIGURATION SHOWN ON PLANS / c E•• _ •r• • •- • SECTIONS. CROWN THE FILL TO DRAIN, AND INSTALL THE RESERVED NATIVE TOPSOIL, AND/OR A CLAYEY LOAM OR SILTY LOAM TOPSOIL, CAP AS DEPICTED ON THE PLANS (TO ALLOW OXYGEN TRANSFER BUT LITTLE INFILTRATION OF PRECIPITATION). -� _ •o b •SEED/PLANT, AND THEN MULCH, ENTIRE SYSTEM; MAINTAIN UNTIL GROWTH IS ESTABLISHED. e � ' • a V �i �, � ;,�-• r mow.. ISSUED FOR CONSTRUCTION 1 � -e� _ �r �ST•�d ; �.- r• • 1 ( • ' 1 11/25/15 IND CD FOR CO STRUCTION FSHE UBMITTED TO UEEN BURY FOR PERMITTING 11/6/15 A DATE REV# ISSUED/REVISIONS 11 1 DE USED ANY OTNER - —URIENTE—BEGIN SUI—OFTINS DESIGN I—NE NSEDONLYFORTDE USE S.G.. •IESNEMIWISION•UTA RTHEY ADOVE. NAY NOT FOR f!�• �f •� 'J,• ': � Y. 1!� eDIxT Ie ` _ _ •� FYI` I}':', r 5�,� _ _ rp4 -- - - ro�`M —SUBSEQUENTD OR N NSD . UIAO USER BOLD. Ri—ENGINEERS.1NARIEDEND-ERI—ENGI ERsLLANYUNAiNRI—SE LEACHINGSYSTEM CROSS SECTION AND Ps; 'Y!E J,F/ •��_ .YJ J �y� ��_'' �— P�'OF NFI,yyO SEPTIC TANK/PUMP STATION VIEW X$1 _ SO 9� REPLACEMENT WASTEWATER SYSTEM >ti MASTRO u TALL TIMBERS ROAD 2' QUEENSBURY,NEWYORK 1 SEPTIC TANK&PUMP STATION VIEW(LOOKING NW) N 0.578 ��� XS I SCALE: N.T.S. A� SSIOaP�� JARRETT Engineers, PLLC H.THOMAS JARRETT Civil&Environmental Engineering P.E.#57509 12 EAST WASHINGTON STREET PHONE:(518)792-2907 COPYRIGHT 02015 GLENS FALLS,N.Y. FAX:(518)798-18„A GRYOOPESOETNr ORA1'RtO MA N NE EUJWLBEGUUSIDE BRIE NOVEMBER 2015 PRO#14-020 SHEET:4 OF 8 umvun ALTERATpN aETNrs DowNENTExcERT BYA—ISED ElIculEmsuNUVhNL RASESHEET:22 x 34 PLOTTED/REVISED:11/25/158:00 AM t1 CONSTRUCTION MILESTONES (CONTACT ENGINEER TO SCHEDULE) GENERAL WASTEWATER NOTES •PRIOR TO PLACEMENT OF FILL MATERIAL, ENGINEER TO OBSERVE THE LAYOUT OF THE WASTEWATER SYSTEM AND THE PREPARED SURFACE OF THE EXISTING SOIL TO VERIFY ALL TOPSOIL G-1 CONSTRUCTION OF NEW PIPING, TANKS, AND LEACHING SYSTEM(S), ETC. SHALL BE IN AND ORGANIC MATTER HAS BEEN REMOVED AND THE EXISTING SOIL HAS BEEN DE—COMPACTED CONFORMANCE WITH APPLICABLE NYSDEC, NYS DEPT. OF HEALTH, AND LOCAL COUNTY/TOWN (WHERE APPROPRIATE). STANDARDS, AS WELL AS DETAILS SPECS ON THESE DOCUMENTS. CONFLICTS SHALL BE BROUGHT WATERTIGHT ACCESS COVER FINISHED GRADE; •FILL MATERIAL TO BE VERIFIED TO ASSURE PROPER PERCOLATION RATE. TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. WATERTIGHT JOINTS,TYP. GRADE TO DRAIN AWAY FROM COVERS .PRIOR TO BACKFILLING OF LEACHING SYSTEM, ENGINEER TO OBSERVE ALL INSTALLED COMPACTED NATIVECOMPONENTS. G-2 INSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REQUIRED POST 1991 . NO (OR SIMILAR) BACKFILL •STAR'RISER SYSTEM BY ROTH, ( ) COMBINATION AS REQ'D PER TANK INSTALLATION; KITCHEN GARBAGE GRINDERS, OR SPAS/HOT TUBS ARE TO BE CONNECTED TO THE WASTEWATER SOIL PIPE; INSTALL AS B' RISER (STAR-2456), 12' RISER (STAR-24R12), INSPECTION PRIOR TO START—UP (WALK THRU WITH ENGINEER; CONTACT ENGINEER TO SCHEDULE) DISPOSAL SYSTEM. SHOWN ON 'SYSTEM PLAN' 1 `�C = _ AND LID STAR-24L -`. "��a. _ -, �i ( ) •VERIFY EQUAL DISTRIBUTION TO EACH "PURAFLO" MODULE FROM THE PUMP STATION. i.-��"�.;x,/�T. .�\ PIPING VC' }L� 12' MIN. (1YRHOUi INSULATION); 36' MAX. 3'IN�/\,.+•_ UUi1.ET EFFLUENT PIPE; INSTALL AS OPERATION. MAINTENANCE. AND ANNUAL INSPECTION RECOMMENDATIONS P-1)ALL GRAVITY SEWER SHALL BE PVC SDR 35 OR 26 (SEE PLANS) ASTM D3034; OR HPDE SDR 1INIMUM���uly SHOWN ON 'SYSTEM PLAN' 17, ASTM D3350; INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321, AND MINIMUM 1'-3' MIN. r _\\ OPERATION: MANUFACTURER'S RECOMMENDATIONS. ALL SEWER SHALL BE LEAKAGE TESTED BY A NYSDEC \ 1 \ SUPPLIER PROVIDED RUBBER /�.-' � � 1.THE PURAFLO PEAT BIOFILTER IS A PASSIVE BIOLOGICAL TREATMENT SYSTEM. THERE ARE NO OPTIONAL GASKET IN INLET AND OUTLET PORTS APPROVED METHOD. GRAVITY SEWER SHALL BE LAID AT THE FOLLOWING MINIMUM GRADES: RAW PARTITION WALL \/N>T 'r NSF APPROVED EFFLUENT FILTER MREATMENTLMODULES.PARTS IT TO ASSTHEEURE T ENE�FICIENT 0 ERATIONF THE PUMP AND COF THELPURRAFLOICH OSYSTEM, IT IS SE THE SEWAGE: 4" AT 2%, 6"AT 1%; SETTLED SEWAGE (EFFLUENT): 4"AND 6" AT 1%f. ALL PIPING j;>r\ WTTH 132' FILTRATION IMPORTANT THAT THE SEPTIC TANK IS WELL MAINTAINED AND SLUDGE CARRYOVER IS AVOIDED. SHALL BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E. NO LOW OR HIGH \\. POINTS), UNLESS OTHERWISE DIRECTED HEREON OR BY ENGINEER. OR APPROVED EQUIVALENT T�K•� 21IRE ANTS SHOULD BE KEPT OUT OF THE TREATMENT MODULES AS THE NESTS WILL ALLOW THE P-2)FORCE MAIN SHALL BE PVC, ASTM D2241, 100 PSI MIN PRESSURE RATING, OR HDPE, ASTM WASTEWATER TO SHORT CIRCUIT OR FLOW THROUGH WITHOUT TREATMENT. D2239 OR F714, 100 PSI MIN PRESSURE RATING; PIPE TO BE INSTALLATED PER ASTM D2774 MIN. T-3 AND PIPE MANUFACTURER'S RECOMMENDATIONS. FORCE MAIN FITTINGS SHALL BE RESTRAINED OR D1 ANTI—FLOATATION TO BE PROVIDED MAINTENANCE RECOMMENDATIONS: THRUST BLOCKED TO PREVENT MOVEMENT. FORCE MAIN TO BE PRESSURE TESTED BY A NYSDEC 1.MAINTENANCE OF THE PURAFLO SYSTEM ITSELF IS MINIMAL AND PRIMARILY INVOLVES THE PUMP APPROVED METHOD. PEA STONE, SAND, GRAVEL OR OTHER AND ALARM ASSEMBLY. THE PEAT MEDIA SHOULD BE RAKED PERIODICALLY TO MAINTAIN P-3)HDPE PIPE AND FITTINGS ARE TO BE JOINED BY THE BUTT (HEAT) FUSION PROCESS, AND SIMILAR GRANULAR MATERIAL TO BED THE TANK UNIFORM DISTRIBUTION AND PROPER TREATMENT. EVENTUALLY, THE MEDIA WILL NEED TO BE JOINING EQUIPMENT SHOULD BE AS APPROVED BY THE MANUFACTURER. PROPERLY EXECUTED UNDISTURBED NATIVE SOIL REPLACED (10-20 YEARS±?); CONTACT BORD NA MONA FOR FURTHER INFORMATION. ELECTRO—FUSION FIRINGS MAY BE USED. EXTRUSION WELDING OR HOT GAS WELDING OF HDPE i PIPINGSHOULD NOT BE USED FOR APPLICATIONS WHERE SHEAR OR STRUCTURAL STRENGTH IS SEPTIC TANK DETAIL IMPORTANT. MECHANICAL JOINT ADAPTER, FLANGES, UNIONS, GROVED COUPLERS, TRANSITIONS PURAFLO MODULES: FITTINGS, AND SOME MECHANCIAL COUPLINGS MAY BE USED TO MECHANICALLY CONNECT HDPE D1 SCALE: N.T.S. 1.NO OBJECTS SHOULD BE PLACED ON TOP OF THE SYSTEM AS IMPOSED LOADS CAN ADVERSELY PIPE. REFER TO MANUFACTURES RECOMMENDATIONS. AFFECT THE DISTRIBUTION, HENCE THE PERFORMANCE OF THE SYSTEM. IDEALLY, THE MODULES SHOULD BE CAMOUFLAGED WITH PLANTS AND SMALL SHRUBS; HOWEVER, NO SOIL OR OTHER P-4)SCH 40 PVC PIPE AND FITTINGS ARE TO BE JOINED BY A SOLVENT WELD PROCESS, OR OTHER OBSTRUCTION SHOULD BE PLACED WITHIN FOUR INCHES FROM THE TOP OF THE MODULE WHERE APPROVED METHOD, IN ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS. AIR IS DRAWN INTO THE SYSTEM. GAPS BETWEEN MODULES SHOULD REMAIN COVERED WITH THE MECHANICAL JOINT ADAPTER, FLANGES, UNIONS, GROOVED COUPLERS, TRANSITION FITTINGS, AND PLATES PROVIDED TO PREVENT ACCIDENTS OR DAMAGE TO THE SYSTEM. SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY CONNECT SCH 40 PVC PIPE, IN PURAFLO PEAT FIBRE ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. BIO FILTER MODULE PREVENTION: P-5)THERMOPLASTIC PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A FINISHED GRADE (WHITE CODED MODULE) 1.USE WATER EFFICIENTLY, EXCESS WATER USE CAN OVERLOAD A SYSTEM. SMOOTH CURVE, AS RECOMMENDED BY THE MANUFACTURER. (INSTALL PER MANUFACTURERS DIRECTIONS) 2.MONITOR BUILDING FIXTURES AND PLUMBING FOR LEAKS. TANKS/STRUCTURES 4'-6"' 3.DON'T DISPOSE OF HAZARDOUS WASTE OR HOUSEHOLD CHEMICALS IN SINKS OR TOILETS (I.E.: PAINT, PAINT THINER, PETROLEUM PRODUCTS, PESTICIDES, ANTIFREEZE, ETC.) T-1)TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE HEAVY DUTY CONSTRUCTION 4.DON'T FLUSH DENTAL FLOSS, FEMININE HYGIENE PRODUCTS, CONDOMS, DIAPERS, COTTON SWABS, (DESIGNED FOR (H-20) WHEEL LOADING). UNUSED MEDICATIONS, CIGARETTE BUTTS, COFFEE GROUNDS, CAT LITTER, PAPER TOWELS, AND T-2)THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF 2'-6" OTHER KITCHEN AND BATHROOM ITEMS THAT CAN CLOG AND POTENTIALLY DAMAGE SEPTIC 2" FORCE IN 4" PVC EFFLUENT PIPE SYSTEMS COMPONENTS. PERMANENT MARKER(S) OVER COVER(S), AND MEASUREMENT'TIES" TO PERMANENT STRUCTURES MA -,� I TO DISTRIBUTION BOX 5.DO NOT DRIVE OR PARK VEHICLES ON A LEACHING SYSTEM. AS SHOWN ON THE "RECORD DRAWINGS" (SEE GENERAL NOTES). 6.ONLY PLANT NON-WOODY VEGETATION OVER / NEAR YOUR LEACHING SYSTEM TO AVOID DAMAGE T-3)ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED FROM ROOTS. VEGETATIVE GROWTH SHOULD NOT BE ALLOWED TO BECOME OVERGROWN. AGAINST POSSIBLE FLOATION USING HEAVY DUTY TANKS WITH 6" EXTENDED INTERGAL BASES, OR BY AN ALTERNATIVE METHOD APPROVED BY ENGINEER. THOROUGHLY COMPACTED FILL SEPTIC TANKS: ) /TANKS T-4 STRUCTURES SHALL BE SEAMLESS CONSTRUCTION. WALL PENETRATIONS SHALL UTILIZE A WATERTIGHT RESIDENT RUBBER SEAL PROVIDED BY THE TANK MANUFACTURER. TANKS TO BE 1.ANNUALLY INSPECT TANKS FOR DETERIORATION, SURFACE WATER INFLOW AND INFILTRATION TESTED TO DOCUMENT WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER (ENGINEER TO 2 PEAT FIBRE BIO FILTER (CORRECT PROBLEMS IF NOTED). WITNESS). I 2.ANNUAL INSPECTION OF TANKS TO DETERMINE SCUM AND SLUDGE ACCUMULATION. SEPTIC TANKS (RELATIVE) ELEVATIONS SHOWN; DOCUMENT D1 SCALE: N.T.S. i MUST BE PUMPED OUT WHENEVER THE BOTTOM OF THE SCUM LAYER IS WITHIN THREE INCHES OF ELEVATIONS OF EXISTING FEATURES PRIOR TO START T-5)CONTRACTOR TO INSTALL TANKS / STRUCTURES TO (R(R CONSTRUCTION. THE BOTTOM OF THE OUTLET BAFFLE OR SANITARY TEE OR THE TOP OF THE SLUDGE IS WITHIN TEN INCHES OF THE BOTTOM OF THE OUTLET BAFFLE OR SANITARY TEE. (MONITOR TANKS FOR T-6)SEPTIC TANKS SHALL HAVE AN NSF APPROVED OUTLET EFFLUENT FILTER DESIGNED FOR THE FUTURE SCHEDULING OF INSPECTIONS AND PUMP OUT). FLOW RATE/TYPE IN THE SYSTEM. FOR SEPTIC TANKS PLUMBED IN SERIES THE EFFLUENT FILTER 3.ANNUALLY INSPECT FILTER EFFLUENT FILTERS: FILTER SHOULD BE CLEANED EVERY TIME THE SHALL BE LOCATED ON THE OUTLET OF THE DOWNSTREAM TANK ONLY. FRAME AND COVER TO BE MOUND TO SHED WATER UNLESS UNDER TANK IS INSPECTED. PROVIDED OVER FILTER FOR MAINTENANCE ACCESS, AND PERMANENT MARKERS SHALL BE ROADWAYS; RESTORE ROADS ANDPROVIDED OVER ALL OTHER TANK OPENINGS UNLESS OTHERWISE DIRECTED BY OWNER. WALKWAYS TO ORIGINAL CONDITION; c.LOCATE OUTLET USING PRESSURE TREATED MARKERS (OR PROVIDE AN AT GRADE ACCESS TOPSOIL SEED & MULCH NON PAVED AREAS COVER). b.REMOVE TANK COVER AND PUMP TANK IF NECESSARY \� NATIVE SOIL BACKFILL LESS c.DO NOT USE HOUSE PLUMBING WHEN CLEANING FILTER COBBLES AND LARGER COMPACTED d.PULL FILTER OUT OF HOUSING INSTALL MARKER \ /�\�\ \� � \ TO 85%ROADWAYS,0DIFIED 95% MODIFEDDPROCTORS I f.INSERTSE OFF FILTEIRTER BACK ER INTORE SEPTIC TANK HOUSING PROPERLOTHAT ALL Y ALIGNED ANDIDS FALL BACK INTO CCOMPLETELY INSERTED. TANK. TAPE 18" DEEP \ 4'0" MIN\O\V�\` �j\�j\ WITHIN ROADWAYS CLEAN SAND (100% PASSING PUMP STATION: MAXIMUM 10% PASSING 200 SIEVES) \/ 'y�'`"�?•'',.`��"`���7' �Nj/ 1.ANNUALLY INSPECT TANKS FOR DETERIORATION, SURFACE WATER INFLOW AND INFILTRAITON (� TTS I (� �j �T (CORRECT IF PROBLEMS NOTED). ®� ^ I H _ � ,`�T I � I ®I /\\�/\\�78" MIN 2.INSPECT CARBON FILTER IN VENT, IF PRESENT, FOR REPLACEMENT (REPLACE AT INTERVALS TO ISSUED�"J E 11R` �f )1,J �J �/ V CO 6" MIN. (TYP.) \ ,,,.,,,,. •;�•;_;.;;^_: � % j PREVENT ODORS). ISSUED FOR CONSTRU TI N 3.CHECK PUMP OPERATION. (DO THEY BOTH OPERATE AND ALTERNATE BETWEEN CYCLES). 11/ Q 25/15 1 NO CHANGES THIS SHE 4" MIN (6" IF 4.INSPECT FLOATS FOR DEBRIS AND CORD TANGLES. VERIFY THAT FLOATS ARE SET TO SUBMITTED TO QUEENSBURY FOR PERMITTING PIPE(S) \ -;Y;:A�o--��•.;rl;�;;, � \� \� ROCK BELOW) APPROPRIATE ELEVATIONS TO ASSURE PROPER DOSING OF THE LEACHING SYSTEM. 11!6!15 �A (SEE PLAN FOR SIZE) \�j l\ \1 X 5.INSPECT DRAIN BACK TO ENSURE THAT THEY ARE CLEAR AND FLOWING FREELY. DATE REV# ISSUED/REVISIONS / // //. / 6.VERIFY ALARMS. DocmJENTS PRov,DED IN SUPPORT OPTHIS DESIGN—DE USEDONLY FOR THE USE SPECIFIED UE/REVISION•BWCNABOVE.THEY MAY NOT DE USED FOR ANYOTHER 16" ± EDINANYSUBSEQUENT DESIGNWORN,W1T110UTTIlEWRITTENCONSEMOF'JARRETTENGINEERS,P1—ONLY DOCUMENTS LADEI2DAS'ISSUEDFOR 7.MAINTAIN PUMP MANUALS, WARRANTEES AND SYSTEM OPERATION GUIDELINES IN A PROTECTIVE RCONSTRUGTIONCMAY DE USEDFOR SAME.USER SNALLHOIDJARRETT ENGINEERS.PIIC HAR ND JARREIT ENGINEERS.PLLC FROM ANY UNAUTHORIZED USE• 1j) IF 4' COVER CANNOT BE ACHIEVED THEN COVERING NEAR THE PUMP AND ALARM PANELS. UHAWINU OF NE WASTEWATER DETAILS D1 INSULATE PIPE WITH 2" RIGID FOAM PIPE � Wy INSULATION & FASTEN SECURELY TO PIPE; - LEACHING SYSTEM, P O PROVIDE PROTECTIVE COVER OR CASING Cb S✓q '�� REPLACEMENT WASTEWATER SYSTEM 1.INSPECT AROUND SYSTEM FOR EFFLUENT BREAK-OUTS OR EVIDENCE OF WATER FLOWING AT 9 ., MASTRO Q VEHICULAR TRAFFIC AREAS, 3'0" COVER w GRADE. (IF WATER IS NOTED, HAVE IT TESTED FOR BACTERIA CONTENT). a U TALL TIMBERS ROAD CANNOT BE ACHIEVED, FORCE MM o I F QUEENSBURY,NEW YORK CAIN SHOULD BE 2.INSPECT SYSTEM SLOPES FOR FULL GROWTH OF VEGETATION; REPAIR EROSION AS REQUIRED. PLACED IN A PROTECTIVE CASING. 3.PREVENT DEEP ROOTED VEGETATION GROWTH ON SYSTEM. 4.INSPECT AND MAINTAIN UPLAND RUNOFF DIVERSION SWALES AROUND SYSTEM. SIO�YP\'� JARRETT Engineers, PLLC H.THOMAS JARRETT Civil&Environmental Engineering 3 WASTEWATER TRENCH P.E.#57509 12 EAST WASHINGTON STREET PHONE:(518)792-2907 PI/ SCALE: N.T.S. COPYRIGHT 02015 GLENS FALLS,N.Y. FAX(518)798-1864 d ILY dW EE OF TITS dU1•.T IG\5TD1 A B VEE EN-REODISSEEEBUTRUE NOVEMBER 2015 PRO#14-020 SHEET:5 OF 8 CJ urovuu xrERnrpl1�PTws GOdNaG wDNExaRvsul.— BASESHEET:22.34 PLOTTED/REVISED:11/25/158:00 AM NT A HLFFI SED Q W uami PUMPSTATION SPECIFICATIONS ELECTRICAL SPECIFICATIONS (CONTINUED) (9) PROVIDE TERMINATIONS IN WET WELL JUNCTION BOX PER MANUFACTURER'S INSTRUCTIONS. CONTROL & ALARM PANEL(S) (10) BOND CABLE GROUND TO PUMP HOUSING AND IF APPLICABLE, THE GUIDE RAILS. (1) INSTALL CONTROLS PER MANUFACTURERS RECOMMENDATIONS. - (17) ALL WORK MUST CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ANY - (2) ENGINEER TO WITNESS OPERATION OF CONTROL PANELS UPON COMPLETION. APPLICABLE LOCAL OR STATE CODES. (3) SIMPLEX CONTROLLER AND ALARM; MODEL 111 BY SJE RHOMBUS, OR EQUIVALENT; IF (12) CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AT THEIR EXPENSE. AVAILABLE INCLUDE PUMP SEAL FAILURE ALARM; ENCLOSURE TYPE DICTATED BY LOCATION. (13) PROVIDE NYS BOARD OF FIRE UNDERWRITERS INSPECTION CERTIFICATE AT COMPLETION OF (4) PROVIDE SEPARATE POWER CIRCUITS, WITH BREAKERS, FOR PUMPS AND ALARM. WORK. (5) HOA SWITCH, WITH RUN LIGHT ON PANEL DOOR FOR PUMP. (14) PERFORM ALL TESTS TO VERIFY THAT THE ENTIRE INSTALLATION IS FUNCTIONING AS REQUIRED. (6) VISUAL AND AUDIO ALARM. PIPING SYSTEM (7) ALARM RESET AND TEST BUTTONS ON DOOR. (1) PUMP STATION PIPING: SCHEDULE 40 PVC OR SCHED 40 GALVANIZED STEEL. (8) LOCATE AS DIRECTED BY OWNER. (2) VALVES: CHECK — PVC, BALL TYPE. (9) FLOAT LEVEL SWITCHES FOR PUMP AND ALARM CONTROL REQUIRED. SHUTOFF / THROTTLING — BALL VALVE — PVC PUMPS COORDINATE LOCATION (1) INSTALL PUMP PER MANUFACTURERS RECOMMENDATIONS. WITH OWNER (2) ENGINEER TO WITNESS OPERATION OF PUMP STATIONS UPON COMPLETION. (3) SUBMERSIBLE SEWAGE PUMP, 10, 115V OR 230V TO MATCH POWER 4EMLE SUPPLY. JUNCTION BOX (4) SOLIDS HANDLING. (5) HYDROMATIC MODEL 3= SEWAGE PUMP (6) TEST PUMPS FOLLOWING INSTALLATION; MEASURE DISCHARGE RATE DURING TEST AND ADJUST THROTTLING TO ACHIEVE 1X TO X(GPM DISCHARGE RATE. MARK VALVE 10 POWER (SOURCE OPERATOR(S) AT THIS POSITION. ELECTRICAL SPECIFICATIONS INLETS TO LEACHING SYSTEM-> 1 _2'TEE W/ CONTROL POWER DRAIN BACK VALVE 115 VAC INSTALL PUMP UNDER COVER TO FACILITATE EASY REMOVAL AND INSTALL JUNCTION BOX 42' DIA. X 5' DP FRP BASIN (7)(2)(3) (4) (5)(6) R WITHIN REACH OF COVER FOR MAINTENANCE NEW RELAY PURPOSES. AUX. HI—LEVEL ALARM (IN CONTROL PANEL) (7) R PLAN L1 �R�WATER PUMP HATCH COVER SIZING COORDINATED WITH SEPTIC EFFLUENT PUMP L2 (230 VAC, 1PH) OWNER,TO FACILITATE EASY ACCESS TO TANK STATION (8)(9) PUMPS DURING FUTURE MAINTENANCE 'T' HANDLE VALVE OPERATOR JUST UNDER OPENING, REMOVABLE FOR USE WITH 2'VALVES, HANG NEAR HATCH 2' RISER WITH CAP FOR LIFT OUT (1) PROVIDE SURGE ARRESTER IN POWER SUPPLY PANELBOARD. SURGE ARRESTER SHALL BE A OR EQUIVALENT(COORD WITH OWNER) Y DIA. VENT PIPE (VENT MAY BE ROUTED SQUARE D CATALOG #SDSA1175 OR EQUIVALENT AND RATED FOR 240/120 VAC, SINGLE TO TREE/ BUILDING OR OTHER LOCATION PHASE SERVICE. NEMA TYPE 6 JUNCTION BOX V_g• FOR AESTHETICS/ SAFETY REASONS) (2) IF PANELBOARD IS NOT GROUNDED, PROVIDE A #4 AWG COPPER GROUND CONDUCTOR (MIN.) FROM THE PANELBOARD TO A 5/8" X 8' COPPER CLAD STEEL GROUND ROD AND BONDED GRADE TO DRAIN AW..... TO THE WATER SERVICE PIPING. POWER CORD HEAVY DULY POLYETHYLENE LIFT OUT (3) FOR SIMPLEX PUMP, PROVIDE 1 - 1 POLE CIRCUIT (AMPERAGE TO MATCH PUMP WATER TIGHT JOINTS (TYP.) \ i \ � CORDS (2 REQ'D)ATTACHED TO STAINLESS REQUIREMENTS) BREAKER (PUMP POWER) AND 1 - 1 POLE 75 AMP CIRCUIT BREAKER STEEL EYELET (CONTROL POWER) IN PANELBOARD. IF NO SPACE IS AVAILABLE IN PANELBOARD, PROVIDE INLET FROM SEPTIC TANK��i \\\� PITLESS ADAPTER OR EQUIVALENT A LOADCENTER (SQUARE D TYPE QO OR EQUIVALENT) ADJACENT TO THE PANELBOARD. THE 2ND ALARM ON &WATER SUPPLY SHUT OFF LOADCENTER SHALL BE RATED FOR 240/120 VAC, SHALL HAVE A NEMA 1 ENCLOSURE AND ALARM ON & LAG PUMP ON 7 1 2' FULL PORT BALL VALVE SHALL CONTAIN THE TWO CIRCUIT BREAKERS DESCRIBED ABOVE. PROVIDE A TAP PUMP ON / i CONSISTING OF (2 + GND) CONDUCTORS FROM THE PANELBOARD TO THE LUGS ON THE j \ TO LEACHING SYSTEM—'J LOADCENTER. 2' PIPING \ 2' FORCE MAIN SEWAGE PUMP -(4) ALL ELECTRICAL CONDUCTORS ARE TO BE SIZED ACCORDINGLY TO MATCH ELECTRICAL REQUIREMENTS OF EACH COMPONENT. PUMP OFF /, PROVIDE 2'TEE WITH 2' BALL VALVE(N.C.) ON BRANCH FLOAT SWITCHES (4 REQ'D)j//g• � (5) PROVIDE (2 + GND) CONDUCTORS FROM PUMP POWER CIRCUIT BREAKER TO CONTROL NATIVE BACKFILL, /�\• (FOR WINTER DRAIN BACK) PANEL. PROVIDE (2) CONDUCTORS FROM CONTROL POWER CIRCUIT BREAKER TO CONTROL ISSUED FOR CONSTRUCTION PANEL. NONMETALLIC SHEATHED CABLE (ROMEX) MAY BE USED. IF SINGLE CONDUCTORS ARE \ THOROUGHLY COMPACTED '\\ r \ ANfTFLOTATION FLANGE ON BOTTOM OF CHAMBER. USED THEY MUST BE INSTALLED IN EMT. INSTALL PER MANUFACTURER RECOMENDATIONS (6) INSTALL CONTROL PANEL AND HIGH LEVEL ALARMS PROVIDED WITH PUMP. ISSUED FOR CONSTRUCTION 11/25/15 0 NO CHANGES THIS SHE (7) IF A RELAY IS USED TO SHUT OFF THE WATER PUMP DUE TO A HIGH LEVEL ALARM THEN SECTION 2 TEP THE FOLLOWING SHALL BE PROVIDED. PROVIDE AN AC INDUSTRIAL CONTROL RELAY IN A 11/6/15 0 SUBMITTED TO QUEENSBURY FOR PERMITTING NOTES: 2'CHECK VALVE NEMA 1 ENCLOSURE (SQUARE D CLASS 8501 TYPE X OR EQUIVALENT). RELAY COIL SHALL BE 120 VAC.1) LOCATE VALVE OPERATORS & JUNCTION BOX TO BE READILY ACCESSIBLE THROUGH COVER(S). MOT RT FDULLOLOAD AMP RATI GY OR FORT10 AMPS SHALLRATED WATER PUMPRCCO CONTROL CIRCUIT CAN TO WTER PUMPDATE REV# ISSUED/REVISIONS BE USED. LOCATE RELAY ADJACENT TO CONTROL PANEL AND LABEL ENCLOSURE. PROVIDE ' 111Exrsrncv,DEDwsuFromoennSDESIGNMYBEUSEDONLYMRTHEUSEsreaFlFDmrne-tSSUei MIION'Dw:em E THEY MYNOT BEUSED roeAID ontER MRMSE,IIORIN2) WATER SUPPLY SHUTOFF TO BE A SOLENOID VALVE OR A RELAY TO SHUT OFF WATER SUPPLY PUMP WIRING TO RELAY FROM CONTROL POWER CIRCUIT LISTED IN NOTE 3 FOR PROPER s°o ioRsnnre a ERENAutxoio°1aRerr elaireERS..P=BAENGINEERS.u°O M11AAIDUNAUVIORDRDUSe° POWER. (SEE ELECTRICAL SPECIFICATIONS) OPERATION OF RELAY. +SFRU�-DON l�,rDEU (8) PROVIDE (9) TYPE THW CONDUCTORS (2 + GND) CONDUCTORS FOR PUMP AND (6) ( OF NClvy BUILDING SEWAGE EJECTOR PUMP PS1 1 09 SIMPLEX SEWAGE EJECTOR CONDUCTORS FOR LEVEL CONTROL SIGNALS) IN A 2" SCHEDULE 40 PVC CONDUIT S FROM THE CONTROL PANEL TO THE WET WELL JUNCTION BOX. PVC CONDUIT SHALL BE 0 0 J,q REPLACEMENT WASTEWATER SYSTEM PS 1 SCALE: N.T.S. BURIED A MINIMUM OF 24" BELOW FINISHED GRADE. TRENCH SHALL BE BACKFILLED WITH k 9 MASTRO CLEAN SAND FILL UNTIL CONDUIT ARE COVERED. 7� r w TALL TIMBERS ROAD QUEENSBURY,NEW YORK JARRETT Engineers, PLLC �rsslo; H.THOMAS JARRETT Civil&Environmental Engineering P.E.#57509 12 EAST WASHINGTON STREET PHONE:(518)792-2907 COPYRIGHT 02015 GLENS FALLS,N.Y. FAX:(518)798-18E4 UB coFSSOFBE DwxmR STRn xueeFu.SeuiEEcou:vDEemmue .NOVEMBER 2015 PRO#14-020 SHEET:6 OF 8 NtD VOID ALiFR4TON OF D1i3 COCUTApR IXGp'i @lAOGEII:£Dp1GINEFASUfMP.FUL RASESHEET:22x34 PLOTTED/REVISED:11/25/758:00 AM <L PUMPSTATION SPECIFICATIONS ELECTRICAL SPECIFICATIONS(CONTINUED) CONTROL&ALARM PANELISI (10) BOND CABLE GROUND TO PUMP HOUSING AND IF APPLICABLE, THE GUIDE RAILS. I"————————, (1) INSTALL CONTROLS PER MANUFACTURERS RECOMMENDATIONS. (11) ALL WORK MUST CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ANY APPLICABLE LOCAL OR STATE CODES. 1 1 1 ALARM ONTRO (2) ENGINEER TO WITNESS OPERATION CONTROL PANEL UPON COMPLETION. PANEL PANEL I 3 DUPLEX CONTROLLER WITH ALTERNATOR AND ALARM; MODEL 122 BY SJE RHOMBUS, OREASY REMOVAL AND INSTALL (12) CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AT THEIR EXPENSE. INSTALL PUMPS UNDER COVER TO FACILITATE ( )N BOX EQUIVALENT; IF AVAILABLE INCLUDE PUMP SEAL FAILURE ALARM; ENCLOSURE TYPE (13) PROVIDE NYS BOARD OF FIRE UNDERWRITERS INSPECTION CERTIFICATE AT COMPLETION OF L J WITHIN REACH OF COVER FOR UMAI ONTENANCE DICTATED BY LOCATION. WORK. PURPOSES. COORDINATE LOCATION 10 POWER (SOURCE PER OWNER) (4) PROVIDE SEPARATE POWER CIRCUITS, WITH BREAKERS, FOR PUMPS AND ALARM. (14) PERFORM ALL TESTS TO VERIFY THAT THE ENTIRE INSTALLATION IS FUNCTIONING AS REQUIRED. WiTH OWNER (5) HOA SWITCH, WITH RUN LIGHT ON PANEL DOOR, FOR EACH PUMP. PIPING SYSTEM JUNCTION BOX--,,,, (6) VISUAL AND AUDIO ALARM. (1) PUMP STATION PIPING: EFFLUENT PUMP(S) — 2 (7) ALARM RESET AND TEST BUTTONS ON DOOR. SCHEDULE 40 PVC OR SCHED 40 GALVANIZED STEEL. (2) VALVES: \\ (8) LOCATE AS DIRECTED BY OWNER. CHECK — PVC, BALL TYPE. INLET FROM SEPTIC TANK --� LTO LEACHING SYSTEMSHUTOFF/THROTTLING — BALL VALVE — PVC (9) FLOAT LEVEL SWITCHES FOR PUMP AND ALARM CONTROL REQUIRED. / PRECAST CONCRETE STRUCTURES (1) HEAVY DUTY CONSTRUCTION SUITABLE FOR H-20 TRAFFIC LOADING UNLESS OTHERWISE NOTED, ALL PUMPS: STRUCTURES BY FORT MILLER CO. INC. OR EQUIVALENT. 1 — 2'TEE W/ DRAIN BACK VALVE (1) INSTALL PUMPS PER MANUFACTURERS RECOMMENDATIONS. (2) WALL PENETRATIONS FOR PIPE AND CONDUIT SHALL BE SLEEVED; SEAL SLEEVE TO WALL WITH (2) ENGINEER TO WITNESS OPERATION OF PUMP STATION UPON COMPLETION. NON—SHRINK GROUT, SEAL PIPE TO SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL. (3) SUBMERSIBLE EFFLUENT PUMP, 10, 115V OR 230V TO MATCH POWER SUPPLY. PLAN VIEW (4) SOLIDS HANDLING. (5) HYDROMATIC MODEL XNW (6) TEST PUMPS FOLLOWING INSTALLATION; MEASURE DISCHARGE RATE DURING TEST AND ADJUST THROTTLING TO ACHIEVE XX TO XX GPM DISCHARGE RATE. MARK VALVE OPERATOR(S) AT THIS POSITION. ELECTRICAL SPECIFICATIONS CONTROL POWER r 115 VAC CARBON FILTER W/WEATHER CAP, 3—IN. DIAMETER; ORENCO SYSTEMS, INC., MODEL CF3, OR EQUIVALENT (1)(2)(3) R 2' RISER WITH CAP FOR LIFE OUi (4) (5)(8) OR EQUNALENT (COORD WITH OWNER) AUX. HI-LEVEL ALARM) NEW RELAY WATERTIGHT ACCESS COVER HATCH COVER SIZING COORDINATED WiTH (IN CONTROL PANEL) OWNER,TO FACILITATE EASY ACCESS TO NEMA TYPE 6 PUMPS DURING FUTURE MAINTENANCE (�) R JUNCTION BOX 'i' HANDLE VALVE OPERATOR JUST UNDER OPENING, L1 WATERTIGHT JOINTS,TYP. 18' REMOVABLE FOR USE WiTH 3'VALVES, HANG NEAR HATCH R M HEAVY DUTY POLYETHYLENE LIFT OUT SEPTIC EFFLUENT PUMP L2 WATER PUMP 24' (MIN.) (23D VAC, LPH) "STAR" RISER SYSTEM BY ROTH; CORDS (4 REQ'D) ATTACHED TO STAINLESS TANK STATION (8)(9) COMBINATION AS REQ'D PER TANK INSTALLATION; (MIN.) STEEL EYELET ANCHORED IN CONCRETE 6' RISER (STAR-2456), 12' RISER (STAR-24R12), (1) PROVIDE SURGE ARRESTER IN POWER SUPPLY PANELBOARD. SURGE ARRESTER SHALL BE AND LID (STAR-24L) .. _ PITILESS ADAPTER OR EQUNALENi A SQUARE D CATALOG #SDSA1175 OR EQUIVALENT AND RATED FOR 240/120 VAC, SINGLE PHASE SERVICE. 2'BALL VALVE (2) �,�'� t sr :`\; `.�•;-, I`, rt) 4 y�'�i"y y<�+, %!�' r^ (2) IF PANELBOARD IS NOT GROUNDED, PROVIDE A #4 AWG COPPER GROUND CONDUCTOR FROM THE PANELBOARD TO A 5/8" X 8' COPPER CLAD STEEL GROUND ROD AND '`r'3 ' •T�L '��� BONDED TO THE WATER SERVICE PIPING. INLET FROM SEPTIC TANK- / ��_ .p.: /\ (3) FOR DUPLEX PUMPS, PROVIDE 1 - 2 POLE CIRCUIT (AMPERAGE TO MATCH PUMP REQUIREMENTS) BREAKER (PUMP POWER) AND 1 - 1 POLE 15 AMP CIRCUIT BREAKER \•;��; .Y TO LEACHING SYSTEM CONTROL POWER IN HOUSE PANELBOARD. IF NO SPACE IS AVAILABLE IN PANELBOARD, 2ND ALARM &WATER SUPPLY SHUT OFF - S' ( ) /% PROVIDE A LOADCENTER (SQUARE D TYPE QO OR EQUIVALENT) ADJACENT TO THE ALARM & LAG PUMP ON \;< 24' n� ,F- \ 1 ENCLOSURE THE LOADCENTER ON SHALL BE RATED FOR 240/120 VAC, SHALL HAVE. NEMA LEAD PUMP ON / 1�`2i ��� 2' FORCE MAIN 1 ENCLOSURE AND SHALL CONTAIN THE TWO CIRCUIT BREAKERS DESCRIBED ABOVE. POWER CORD '*i1 � PROVIDE REDUCING TEE WITH 1' BALL PROVIDE A TAP CONSISTING OF (2 + GND) CONDUCTORS FROM THE PANELBOARD TO THE :sx d��� VALVE ON BRANCH;THROTTLE BALL VALVE LUGS ON THE LOADCENTER. PUMP OFF& PUMP ALTERNATE SWITCH; �.ea73 2' PIPING )' TO ALLOW 'TRICKLE' FLOW BACK TO WET WELL; �-�'•,. (4) ALL ELECTRICAL CONDUCTORS ARE TO BE SIZED ACCORDINGLY TO MATCH ELECTRICAL FLOAT SWITCHES (4 REQ'D) / /� -]� g' ` TYP FOR TWO REQUIREMENTS OF EACH COMPONENT. 2'CHECK VALVE / (5) PROVIDE (2 + GND) CONDUCTORS FROM PUMP POWER CIRCUIT BREAKER TO CONTROL I S S U E D F U MIN. � CONSTRUCTION SUBMERSIBLE EFFLUENT PUMP (2) PANEL. PROVIDE (2) CONDUCTORS FROM CONTROL POWER CIRCUIT BREAKER TO CONTROL NONMETALLIC� ������ � � ��/�� FRALO 'PLASTECH SEPTECH TANK', AREPANEUSED THEY MUST BE INSTALLEDLEN(EMTEX) MAY BE USED. IF SINGLE CONDUCTORS 8' OR APPROVED EQUIVALENi PEA STONE, SAND, GRAVEL OR OTHER (6) INSTALL CONTROL PANEL AND HIGH LEVEL ALARMS PROVIDED WITH PUMP. 11/25/15 0 ISSUED FOR CONSTRUCTION SIMILAR GRANULAR MATERIAL TO BED THE TANK ( )7 IF A RELAY IS USED TO SHUT OFF THE WATER PUMP DUE TO A HIGH LEVEL ALARM THEN NO CHANGES THIS SHE UNDISTURBED NATIVE SOIL THE FOLLOWING SHALL BE PROVIDED. PROVIDE AN AC INDUSTRIAL CONTROL RELAY IN A 11/6/15 QA SUBMITTED TO QUEENSBURY FOR PERMITTING SECTION VIEW NEMA 1 ENCLOSURE (SQUARE D CLASS 8501 TYPE X OR EQUIVALENT). RELAY COIL SHALL BE RATED FOR 120 VAC. RELAY CONTACTS SHALL BE RATED ACCORDING TO WATER DATE REV# ISSUED/REVISIONS PUMP MOTOR FULL LOAD AMP RATING OR FOR 10 AMPS IF WATER PUMP CONTROL I'llIED IN TIIE'IssUE/PENSIOH'DIACR ADOVE.TIIEV IMY ROT DE USED FOR ANYOTIIER CIRCUIT CAN BE USED. LOCATE RELAY ADJACENT TO CONTROL PANEL AND LABEL OI<:ORIORATED IN ATF'sUBSEpUEIR DESIGN WORR,WR11oVE TILE WRITEEN cO ENCLOSURE. PROVIDE WIRING TO RELAY FROM CONTROL POWER CIRCUIT LISTED IN NOTE •tMY BE USED FORS E.USERSILLLLHOL-ARS—ERGIVEERs,PLLCIUR PUMP STATION DETAIL 3 FOR PROPER OPERATION OF RELAY. sTdD�lol oreIEEDDG61 P$2 SCALE: N.T.S. OF NCIv PUMP STATION PS2 (8) PROVIDE (14) TYPE THW CONDUCTORS (2 + GND) CONDUCTORS FOR EACH PUMP AND .<<c y (8) CONDUCTORS FOR LEVEL CONTROL SIGNALS) IN A 2" SCHEDULE 40 PVC CONDUIT �P AS09 REPLACEMENT WASTEWATER SYSTEM NOTES: FROM THE CONTROL PANEL TO THE WET WELL JUNCTION BOX. PVC CONDUIT SHALL BE 0 O '9� MASTRO BURIED A MINIMUM OF 24" BELOW FINISHED GRADE. TRENCH SHALL BE BACKFILLED WITH r. 1) LOCATE VALVE OPERATORS & JUNCTION BOX TO CLEAN SAND FILL UNTIL CONDUIT ARE COVERED. n ii.t I w TALL TIMBERS ROAD BE READILY ACCESSIBLE THROUGH COVER(S). m ;;{ ,, u, QUEENSBURY,NEW YORK 2) WATER SUPPLY SHUTOFF TO BE A SOLENOID VALVE OR (9) PROVIDE TERMINATIONS IN WET WELL JUNCTION BOX PER MANUFACTURER'S INSTRUCTIONS. �iP� ,O•IT/'oCfl i? a� A RELAY TO SHUT OFF WATER SUPPLY PUMP POWER. "RpF �P` JARRETT Engineers, PLLC (SEE ELECTRICAL SPECIFICATIONS) ESSIO• H.THOMAS JARRETT Civil&Environmental Engineering 3) SECOND TANK ACCESS COVER OPTIONAL LOCATE PUMPS P.E.#57509 12 EAST WASHINGTON STREET PHONE:(518)792-2907 &CONTROLS TO BE ACCESSIBLE COPYRIGHT 0 2015 GLENS FALLS,N.Y: FAX:(518)798-1864 4) FLOAT SWITCHES ARE SHOWN ON INLET SIDE OF TANK q AY fARIEs OF lH5 DPAx9IG l'.RH A FOR CLARITY PURPOSES, BUi MAY OPTIONALLY BE NOVEMBER 2015 PRO#14-020 SHEEP:7 OF 8 INSTALLED ON OUTLET'END OF SEPTIC TANK �1OV m LA uTERARGRGF—DOwuurtFxcFPr M (PREFERRED). BYAUCEIr.,EDUIGNEERr,Urrtnv.Fu. RASESHEET:22 z34 PLOTTED/REVISED:11/25/158:00 AM w EROSION&SEDIMENT CONTROL CONSTRUCTION NOTES: SAND BAGS LAID TIGHT EROSION&SEDIMENT CONTROL: END TO END, PERPENDICULAR TO DIRECTION OF FLOW GEOTEXTiLE FABRIC: FILTER X, MIRAFl 100x, STEEL OR 2'x 2' ES-1) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, ALL EARTHWORK SHALL BE , OR EQUIVALENT; OVERLAP HARDWOOD POSTS CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE 1) CONTACT PERMITTING AUTHORITIES REGARDING CONSTRUCTION START DATE, AND ENGINEER TO STABILENKA T140NSCHEDULE 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, 2) EROSION & SEDIMENT CONTROL TO BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. FLOW 24 (MAX.)TYP. AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. 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 SHALLNOTEXCEED LIMITS SHOWN ON DRAWING WITHOUT APPROVAL OF THE PERMITTING AUTHORITY. (NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL "BLUE BOOK" CAN BE FOUND AT: http://www.dec.ny.gov/chemical/29066.html SECURELY FASTEN WIRE ES-3) FOR PROJECTS IN THE LAKE GEORGE BASIN: WITHIN 500 FEET OF THE MEAN HIGH WATER OF ANY *�-5'HMAXIMUWM--IFENCE 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 IMPERVIOUS 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.; ES-4) IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS BEEN TEMPORARILY OR PERMANENTLY CEASED, MATTING,.OR OTHER APPROVED ABSORBENT MATERIALS. 6'MESH SPACING AS REQUIRED) 1'-4' 1- 4- TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR IMPLEMENTED WITHIN SEVEN (7) DAYS FROM THE DATE THE SOIL DISTURBANCE ACTIVITY CEASED. THE SOIL STABILIZATION SHEET FLOW DRAINAGE FLOW +MLE: C� MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THE MOST CURRENT VERSION OF THE TECHNICAL AB 4' MIN. 1�-8 FLOW 1'-8• FLOW STANDARDS, NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. 8FLOW 1 MIN.) ES-5) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, EROSION AND SEDIMENT CONTROL GEOTEXTiLE FABRIC DRAIN ROCK MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE RESTORATION IS 4' MIN. 1 MEDIUM RIP RAP (TYP.) COMPLETE AND ESTABLISHED. 14'x6'TRENCHGEOTEXiiLE FABRICBUTTWNO �' NON-WOVEN GEOTEXTiLE FABRIC 1�-4• WiTH COMPACTED BACKFILL 1'-4' ES-6) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING P 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 GEOTEXRLE 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 SHEEP FLOW DRAINAGE ON A TEMPORARY OR 2'x 2' HARDWOOD STAKES OR RE-BARS 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 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: 4'MIN. DRAINAGE ON MODERATE SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A ON A SLOPE: A) GRADE DISTURBED AREA AND SEED (TEMPORARY OR PERMANENT) IMMEDIATELY AFTER 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 B) MULCH WITH STRAW, BARK MULCH, STONE, ETC. O STAKE 2) A'TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER 2:1 25 FT C) APPLY EROSION CONTROL MATTING. FOR PERMANENT EARTH DIKES. 3:1 50 FT D) OTHER, AS APPROVED BEDDING DETAIL 3) 'B'TO BE HEGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING 4:1 75 FT NOTES: GROUND OR MAXIMUM 18' HIGH. 5:1 OR FLATTER 10D FT EARTHWORK&TURF ESTABLISHMENT: ET-1) ALL DISTURBED AREAS SH 1)THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE ON DISTURBED 4) INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE ON THESE PLANS OR BY OWNERALL 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. 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 SILT FENCE ET-3) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE COMPOST 2'X2'WOODEN STAKES POSSIBLE, ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS FILTER SOCK PLACED AT 10' O.C. PRACTICAL AND AS DIRECTED BY OWNER. ET-4) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS DIRECTED V\Y V V\Y V V DITCH STABILIZATION GUIDELINES BY THE TOWN. ,O > FL-OtN (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS A ,t NEEDED; ADDITIONAL OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY b Br4' MIN.--\ MIN. EXISTING DEPENDING ON SITE CONDITIONS) /�CONTOURS Y�FT-0`N 1 DS-1) 0-6%: SEED & MULCH �4' MIN."� � MEDIUM RIP RAP (iYP.) \ DS-2) 6-10%: SEED & MULCH W/TEMPORARY EROSION CONTROL MATTING NON-WOVEN GEOTEXTILE FABRIC 44 (EX. NORTH AMERICAN GREEN MODEL: P300 OR APPROVED EQUIVALENT) �p ♦�1p 8' DS-3) 10-15%: SEED & MULCH W/ TEMPORARY OR PERMANENT EROSION DIKE CONSTRUCTED USING ■ s `v ' ■ 1 CONTROL MATTING ORIGINAL GRADE CRUSHED STONE AND LIGHT - (EX. NORTH AMERICAN GREEN MODEL: C350 OR APPROVED EQUIVALENT) NOTES: RIP RAP �\� - - - ,/'41. � ■ 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. 2W 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 E A BOTH TERMINAL ISSUED F®R CONSTRUCTION ENDS OF THE SOCK EXTENDED 8 FEET UP SLOPE AT A 45 DEGREE ANGLE TO PREVENi SS-1) 0-25%: SEED & MULCH 4) SEDIMENT TO BE REMOVED WHEN 25% OF THE DIKE'S FUNCTIONAL VOLUME HAS BEEN LOST. BYPASS FLOW. SS-2) 25-33%: SEED & MULCH W/ TEMPORARY EROSION CONTROL MATTING 5) DIKES M BE REMOVE)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) ISSUED FOR CONSTRUCTION SURROUNDING AREAS AND MULCHED TO PREVENT EROSION. SOCKS MAY BE USED FOR RESIDENTIALLOTS TO CONTROL AREAS LESS THAN .25 11/25/15 NO CHANGES THIS SHE ACRES. SS-3) 33-50%: SEED & MULCH W/ TEMPORARY OR PERMANENT EROSION SUBMITTED TO QUEENSBURY FOR PERMITTING STONE DIKE CONTROL MATTING ON SLOPES 11/6/15 QA 3.) COMPOST SOCKS SHALL BE ANCHORED IN EARTH WiTH 2'X 2'WOODEN STAKES (EX. NORTH AMERICAN GREEN MODEL: 51506N OR APPROVED EQUIVALENT) DRIVEN 12' INTO THE SOIL ON 10 FOOT CENTERS ON THE CENTERUNE OF THE SOCK. DATE REV# ISSUED/REVISIONS (CONTRACTOR MAY USE THE DETAIL SHOWN ABOVE FOR SEDIMENT CONTROL FOR SIGN AND ED FLOWS) SS-4) 50-100%: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING ON Doa ElE ROVIDEDINSOProRTORYUISDESIGN—REUSED ONLY rorsnl6USE IPECaEomTHE'11SUEl—SIon'ooa mve THEY—NorGeuseoBDRANY—ER (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL 4.) THE MAXIMUM SLOPE LENGTH ABOVE A COMPOST FILTER SOCK SFL4LI_NOT IXC® SLOPES wRx E,NORINOD RD DmArrvSunECU E1rDESIGN WORN.w 110v nIEWP ERGO 'BLUE BDOK' FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL THE FOLLOWING LIMITS (EX. NORTH AMERICAN GREEN MODEL: SC1508N OR APPROVED EQUIVALENT) RINUrno IM BE USED FOR NAtE.USER SRAELHOLD ARRE-ENGINEERS.PUGrAR (CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) DIAMETER=Qs SL2D� 25 33 5D SS-5) 100%+: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING ON OF NEI9 SEDIMENT CONTROL DETAILS EC1 a so ao 30 zo SLOPES qE y t2 S5 5D ao z5 (EX. NORTH AMERICAN GREEN MODEL: C1256N OR APPROVED EQUIVALENT) �P AS,/ 09 REPLACEMENT WASTEWATER SYSTEM to 70 55 a5 30 (OR OTHER APPROVED STRUCTURAL MEASURES) O �� 24 130 100 so 35 MASTRO 32 t5o 1zo 7s so TALL TIMBERS ROAD c:iR.• QUEENSBURY,NEW YORK COMPOST FILTER SOCK JARRETT Engineers, PLLC (CONTRACTOR MAY USE ANY OF DETAILS SHOWN ABOVE FOR SEDIMENT CONTROL OF SHEET FLOW ONLY) H.THOMAS JARRETT Civil&Enuironmental 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 FAST WASHINGTON STREET PHONE:(518)792-2907 1 SEDIMENT CONTROL BARRIER (SHEET FLOV1n COPYRIGHT 0 2015 GLENS FALLS,N.Y. FAX:(518)798-1864 GI alY GDPIE 5 of irg5 oRAI'.4IG Y.11H 4 EC 1 SCALE: N.T.S. aue uvwup�uaDeRmmue NOVEMBER 2015 PRO#14-020 SHEET:8 OF 8 SHEEP FLOW BARRIER DEVICE SYMBOL• x- x- x x x x x x x x x x ,Rnntrou of Wars DowuoHacEPr ,�, araucEnseovaGmEw is mn:.Ysm. RASESHEET:22 x34 PLOTTED/REVISED:11/25/158:OD AM tL COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL bovv,t — Permit ........Cert. N2 40621 cut-in Card No..................................... Owner..........9..�..... - ...............................................................................M...... ............I.... Location..; ...... AP .......................................................... Y . Installation Consisting of... . ..; .7..Z- 0 ........................ ........... .... ................................................................................................................ .................................................................................................................................................................................... Installed By........5..Jpff'8V..................................Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of makin in ections at any time, and if its rules are violated,the Company shall have the right r v fthise ' icate. Date...... ........... INSPECTOR.... ......... . ... ..... ..... ......................... Member N.F.P.A.,I.A.E.I.