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20150332 Permit Pkg 11162015SEWER STEP TANK SIZING ECT: PROJECT NO.: DATE: 301 Creek Street 2244.01 11/1/2015 The sizing calculations below have been based on the following information: • The Washington State DOE Criteria of Sewer Works Design • City of Yelm Development Guidelines • Water Use Records from City of Yelm Current Water Usage At This Location is: (based on attached water records) • Daily Water Use: 12 Cubic Feet • Daily Water Use: 87 Gallons Using the above information the calculations from the DOE manual can be solved. • Detention Volume from Pg C1 -32 V = (2.0) Q Q =Peak Daily Flow 87 Gallons Non Resid. Strength = 2.0 2 V= Liquid Volume 174 Gallons • Working Volume from Pg C1 -32 • Working Volume is defined as the difference between the peak inflow and pumps ability to keep up with the flow. • O.S. 10 GPM simplex pump system will be installed in this tank. It has the ability to convey 600 GPH. The pump will be capable of conveying the whole daily flow in less than 20 minutes. The pump's flow is substantially higher than the actual need. Given the flows are less then a normal residential house we are proposing a simplex system for this installation. • The standard City of Yelm float settings should be used (6.0 ") 1 • Emergency Power Outage Storage Volume from Pg C1 -32 • 24 hours of additional storage volume is required. (87 Gallons) • 400 gallons are available above the lag on /off level. • City of Yelm requires a transfer switch and generator connection to be installed. Refer to Sewer Addendum notes for type and model info. Tank Sizing Summary Based on standard concrete 1,500 gallon step tank Standard tank contains 25.57 gallons per 1" of storage. STEP Tank Detention: • Required Detention Volume 174 Gallons • 1500 gallon tank at 43" from bottom 1100 Gallons • Additional Detention Volume Provided 926 Gallons STEP Tank Detention: • Required Working Volume (6 ") 153 Gallons Emergency Tank Storage • Required Emergency Volume 87 Gallons • Emergency Volume Provided 400 Gallons Total Tank Volume • Detention Provided 1100 Gallons • Emergency Volume 400 Gallons 1500 Gallons 301 CREEK STREET WATER USAGE 1 Water records were provided by City of Yelm 2 Location address is 301 Creek Street 3 Previous 24 months of water bills were used 4 Business is open 22 days a month 5 City of Yelm ERU is defined as 875 CF /Month Date Ave Working Days Water Usage (CF) Daily Usage (CF) Daily Usage (Gal) Oct -15 •---------------------------------------------------------------------------------------------------------------------- 22 235 10.68 79.90 Sep-15 ---------------------------------------------------------------------------------------------------------------------- 22 250 11.36 85.00 Aug-15 ---------------------------------------------------------------------------------------------------------------------- 22 260 11.82 88.40 Jul-15 ----------------- 22 290 ------------------------------------------------------------------------ 13.18 98.60 ---------------------------------------------------------------------------------------------------------------------- 22 260 11.82 88.40 May-15 --------------------------------- 22 280 12.73 95.20 22 270 ---------------------------------------- 12.27 91.80 Mar-15 ---------------------------------------------------------------------------------------------------------------------- 22 225 10.23 76.50 Feb -15 ---------------------------------------------------------------------------------------------------------------------- 22 295 13.41 100.30 Jan-15 ----------------- 22 270 ------------------------------------------------------------------------ 12.27 91.80 22 --------------------------------------------------------------------------------------------------------- 240 10.91 81.60 Nov-14 22 --------------------------------------------------------------------------------------------------------- 250 11.36 85.00 Oct-14 --------------------------------- 22 265 12.05 90.10 ---------------------------------------------------------------------------------------------------------------------- 22 290 13.18 -------- 98.60 Aug-14 --------------------------------- 22 230 10.45 78.20 ---------------------------------------------------------------------------------------------------------------------- 22 265 ---------------------------------------- 12.05 90.10 Jun-14 •---------------------------------------------------------------------------------------------------------------------- 22 240 10.91 81.60 May-14 22 220 10.00 74.80 Apr-14 ---------------------------------------------------------------------------------------------------------------------- 22 295 13.41 100.30 Mar-14 •---------------------------------------------------------------------------------------------------------------------- 22 230 10.45 78.20 Feb-14 22 230 10.45 78.20 Jan-14 •---------------------------------------------------------------------------------------------------------------------- 22 245 11.14 83.30 Dec-13 •---------------------------------------------------------------------------------------------------------------------- 22 225 10.23 76.50 Nov-13 22 275 12.50 93.50 Ave Usage 255.63 11.62 86.91 City of Yelm ERU is 875 cf 0.29 Ai E s� g�a.. SEA 3 J 7+ .A I ur 1 Ws 1, ArLCDS Ta '13 C 3 1uu,7 OWNER/APPLICANT: PRAIRIE BUSINESS PARK, LLC C/O HOWARD NETTLETON ?ILA V PO BOX 450 M KENNA WA 98558 c (360) 458 -2195 SITE ADDRESS 301 CREEK ST NE YELM, WA 98597 TAX PARCEL NUMBER: 22730110101 Z W ° U' N Z 0 3� w gg° z Z 2 Z C U° ga U N o a 0 U J � J � Z Y rn d Lu Cn J w W > Lu w Z C/3 U3 d m Y W L11 Lu N �_ U d � ' U U I � EpWARpv F n s �`• � wy iclop i FvyPe Z GENERAL NOTES: Qx SEWER CONSTRUCTION NOTES: °F., ,f�421EaEa; ,iSrONA ,EN�1 L 1. ALL DISTURBED AREAS SHALL BE REPAIRED AT OWNER 1. ABANDON EXISTING TANK PER THURSTON COUNTY DEPARTMENT OF HEALTH GUIDELINES. CRUSH LID ►.� ��..� DIRECTION AND FILL WITH GRAVEL PER STANDARDS. CONTRACTOR SHALL OBTAIN PERMIT FROM THURSTON ocsaro: 2. ALL DESIGN INFORMATION SHALL BE VERIFIED BY CONTRACTOR COUNTY DEPARTMENT OF HEALTH. PRIOR TO STARTING CONSTRUCTION. 2. CONNECT TO EXISTING 4' PVC SEWER PIPE AND 4' CLEANOUT. CONTRACTOR SHALL FIELD VERIFY A. 91 LOCATION, SIZE AND DEPTH PRIOR TO CONSTRUCTION. LCS STEP TANK INSTALLATION NOTES 3. INSTALL 10 LF 4' ASTM D 3034 PVC SDR 35 SEWER PIPE, S =2R MIN �vm ex 4. INSTALL 4' CLEANOUT AND CONNECT TO S.T.E.P. TANK PER CITY OF YELM DETAIL 7 -7, SEE DT -01 TANK MANUFACTURED SHALL BE APPROVED 1. 1,500 GALL STEP T 5. INSTALL 1,500 S.T.E.P. TANK WITH SIMPLEX PUMP, FLOATS, AND CONTROLS PER CITY OF YELM u.s BY THE CITY OF YELM. DETAILS 7 -7, 7 -9, 7 -11, 7 -14, 7 -17, 7 -18 SEE DT -01 AND DT -02. 2. TANK BURY DEPTH SHALL BE LESS THAN 5 -FT MEASURED 6. INSTALL 2' SERVICE CONNECTION. CONNECT TO EXISTING 2' SERVICE BOX PER CITY OF YELM °BNp FROM THE INLET TO THE TOP OF RISER. DETAIL 7 -1, SEE DT -01. nao 7. INSTALL S.T.E.P. PUMP CONTROL PANEL INCLUDING ALL WIRING ON EXISTING BUILDING, PER CITY OF YELM DETAIL 7 -5, 7 -5. CONTRACTOR SHALL COORDINATE PLACEMENT OF CONTROL PANEL WITH NET SITE PLAN.dwg " ""` "° OWNER. CONTRACTOR SHALL VERIFY ELECTRICAL REQUIREMENTS PRIOR TO ORDERING PUMPS. B. INSTALL WIRING AND CONDUIT AS REQUIRED FOR INSTALLATION OF PUMPS AND PUMP CONTROLLER. SP1 SHm - 1 a 3 8s I� �y S g� 6! TO EXISTING GE TONING TO STEP TANK 1 - CONNECT TO EXISTING PVC SERVICE LINE i" KBI BALL VALVE. SL K 1' CHECK INSTALLATION NOTES: ALL SERVICE LINE CARSON BOXES SHALL BE LOCATEC 4' FROM EDGE OF CURB 10 CENTER OF CARSON BOX IN PLANTER STRIP ON BOTH 1. SIDES OF ROADWAY. GANG CARSON BOXES SHALL BE LOCATED 3' APART TO CENTER OF BOXES 2, BALL AND CHECK VALVES TO BE INSTALLED IN CARSON BOXES ACCORDING TO DRAWING. 3. SERVICE FOX - CARSON INDUSTRIES MODEL NO 14198 WITH BOLTED HINGED COVER OR EOVAL COVER MARKING TO READ - SEWER" (USE IN NON - TRAFFIC AREAS) /-14 GA OF HEAVY INSULATED / COPPER TONINC WIRE /ALL TUNING WIRE SPUCES SHALL BE CONNECTED BY USING D.B.Y. KITS MANUFACTURED BY 3M 1" SCHEDULE J 40 PVC SNP PVC SING CK CHE VALVE SL a SL 1' KBI BALL VALVE, SL z SLJ 1" PVC NIPPLE, SL A SL- 1" x MAIN CIA PVC REDUCING TEE S SL A TH OR PIPE SADDLE — USE 1' UNION TO CONNECT TESTING APARARIS FOR PRESSURE TESTING 18" MN RISER HECHT TYPICAL WITH ALL NON- TRAFFIC BEARING TANKS LEAVE SUFFICIENT - WRE TO AL -OW FOR PUMP REMOVAL ELECTRICAL SPLICE BOX WTH CORD GRIPS ALL CONNECTIONS SHALL BE MADE WITH HEA- SHRINK BUTT CONNECTIONS 21' OR 24" PVC SLOPE GROLND AWAY FROM RISER - RISER W/UD 14 GAUGE OF 10" FROM TOP OF RISER TO LC INSULATED OF ELECTRICAL CONDUIT OWIN WIRE HST" N 3/4' EY CONDUIT SEA R._ - ELECTRICAL C_'IT TO' POWER SOURCE _, STANDARD .LET TEE �—,�� TYPICAL 1" SERVICE CONNECTION APPROVED DWG. O. PUBLIC WORKS DIRECTOR DATE 7-1 DES. I OWN, CKD DATE JY JEC TO 1 4/2007 ORIFICE FIBERGLASS LID WTH STNNIESS SlEF1 AND NEOPRENE CASKET 1' CIADVC HOSE AND VAI VF ASSFMRI Y ORIENT BALL VALVE AS SHOWN. BALL VALVE SHALL BE WITH 12' BELOW LID 3D' M. RIRRFO PVC /RISER WITH 410PR -NE GROMMETS TDNING WIFE - INSTALL IN RISER ENT DISCHARGE 2 -PART EPDXY, USE ORENCO RISER TANK ADAPTOR FOR CONCRETE TANKS 1" PVC FLOAT ASSEMBLY AS SET BY CITY OF YELM 1 -1/4" CIA. INLET HOLES AROUND PERIMETER OF VAULT 4" DNA, PVG FLOW INDLCER PVC BIOTUBE THE MATERIAL FDI DUPLEX, TRIPLEX, AND CLASS 1 DIMSION 1 5.0. POWER CABLE AND NSTALIATICNS WILL VARY. THE CONTRACTOR SHALL MEET THE 1 /8- BY -PASS ORIF -CE NTEYT 0- THE INSTALLATION REQUIREMENTS SHOWN IN THE N THE DISCHARGE HEAU TYPICAL STEP INSTALLATION. All STFP -ANKS SHALL BE H -20 LOAD RATED TANKS. THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. TYPICAL SIViPLEX STEP TANK INSTALLATION APP OVED DWG. NO PUBLIC WORKS DIRECTOR DATE DFS OWN. CKD. DATE JY JEG IP 4/2007 -P MP CONTROL GARAGE CONTRACTOR TO GARAGE WALL PANEL WALL SHIM, ETC. IO ACCOUNT FOR PUMP CONTROL DIFFERENT TYPES PANEL Q OF SIDING m 3/4" PVC (CONTRACTOR TO . o� CONDUIT FORM BOTH CONDUITS < AS SHOWN FOR BOTH o i u 3/4" LB CONDUITS) �ZE ELECTRICAL LINE TTHOM UNDER HOUSE CONDUIT TO STEP _ TANK _ J-- FOOTING/STEM TO STEP -- WALL TANK -LOCATION CTHER THAN GARAGE WALL OR REMOTE POST WILL BE CONSIDERED ON A CASE BY CASE BASIS. —STAINLESS STEEL TWO HOLE STRAPS AS REWIRED TO SECURE CONDUIT TO WALL EXISTING GROUND IN \ _ 'i \ I TO STEP TANK CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PUMP CONTROL PANEL INSTALLATION ON EXISTING HOUSE PPR DWG-5 . N0. j_N 7 L 'UBLIC WORKS DIRECTOR DATE DES. CKD. JY JEG TP 4/2007 ALL STEP TANKS SHALL 3E H -20 LOAD RATED TANKS. THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. FNIS -ED GRADE WATER NGHI UU 21'0 MIN.PVC RISER PUMP VAULT RISER WITH WATER TIGHT LID j 14 GAUGE TUNING 14 GAUGE TIDING I WIRE TD SERVICE WIFE TO SS CO - -1 _ I BOX I _T I y_1 I 2 PART USE ORCNO 1 TANK TO RISER I ADAPTER FOR CONCRETE TANKS N 1 1 A "01 ORIFICE 1 DUMP ASSEMBLY, SEE i I � � I JIG. N0. 7 -9 � I I I V_2 c `BAFFLE (NOTE 1) L - - -_J 6" MIN 1500 GAII 3000 GALI 4500 GAL - 4 -3 2 50 62 6 V_1 400 GAL soc cu V -2 '100 GAL 2400 GAL NOTES: 1. OR FIE 3AFFLE FOR A 3000 GALLON TANK UTILIZED AS A TRIPLEX PUMP VAULT. 2. THE OWNER WILL REVIEW TOLERANCES IN EXCESS CF DIMENSIONS SHOWN. 3. THE TRIPLEX PUMP VAULT REOUIRES TWO VAULTS AND TWO COMPLETE RISERS. ONE VAULT CONTAINS FLOATS AND ONE PUMP. THE SECOND VAULT CONTAINS TWO PUMPS. 4. 4500 GALLON TANKS OR LARGER SHALL HAVE THREE RISERS AND LIDS. ON ALL TANKS LARGER THAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINED BY THE YELM SEWER DEPT. CITY OF YELM DEPT. OF PUBLIC WORKS 1500, 3000, 4500 GALLON STEP TANK /PUMP TANK APB PROVED DWG. NO. 1 , ��- 7 -11 PUBUC WCRKS DIRECTOR DATE DES. OWN. I CKD. DATE JY JEG TP 1 4/2007 (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION). DECAL - SEE SPECIFICATIONS TD sLEINGE ALARM BOLD 1817. PVSH LDHT. LETTERING Fa BLWYIa uu 3H)- 458 -e411 � atta YELM I g• PADLOCK WITH COMMON KEY — CENTERED �ON FURNISHED By THE CITY PANEL OF YELM ALARM LIGHT AND SILENCE BUTTON I-C. B -/12 FROM POAER TO STEP TANK - SIMPLEX SOURCE 1.2 "C, 13 -r12 TO STEP TANK - DUPLEX 1.2 -C, 17 -j'12 TO STEP TANK - TRIPLEX CITY OF YELM DEPT. OF PUBLIC WORKS NOTE, TYPICAL PUMP PANEL SIZE MAY VARY CONTROL PANEL DEPENDING ON MANUFACURER APPROVPilI_) DWG. NO. `CWO � 7 -6 PUBLIC WORKS DIRECTOR DATE D S. DE JEG TP 4/2007 TABLE FOR FEEDER WIRE RUN DUNE SIZE MAXIMUM DISTANCE Al2 AWG COPPER 150 FEET /10 AWG COPPER 250 FEET y8 AWG COOPER 350 FEET FINISHED GRADE 30 "4 RISER— ALARM HIGH LEVEL LAG ON /OFF (4.5" DRAWOOWN ON TO OFF) 6" LEAD ON /OFF 6' (4.5" DRATAOWN ON TO OFF) LOW LEVEL ALARM 6" REDUNDANT OFF 000 25' 6' MIN. BEDDING Fa FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT P DWG. NQ t-"-� 7 -14 BLIC WORKS DIRECTOR DATE JY JEG TP 4/2007 a r-�J T NWSE I � TwLw�IN PROlEC1E0 AREA IECTED IJIEAS ETC.) r_Ir TAL PEgnRE SEANCE BOKES 4`tARGCN ai fiCH) WOINO � EIDSnNG QldMD - ,. DA. COPPER 1dRXD MRE MIAP ONCE AROUND aEANWT STANOPPE NEW 1 PVC PEER TW p STEP TAN( PDO�U1Yl aESiOPfTTOIi�Arlic BWSPWG NEE HOUSE � NLET BAITIE FDNCD Cd.PIING OP -� APPROVED FWw FERNCO fWP11NC ae APiROWO EWw TYPICAL CONNECTION PP 0 DN¢ N0. NO EDGED 1 xAIER np� ,y F"w � Icw IN PROTECTED ARE.S / TECTE NW- OD AREAS ( Dmj r D• TAK REpAPRPE SRMQ BD%ES (CARSON OR IPopI) z OuNO 1 � ,VISITING GROI.ND I.I O YJ l7 U i;RAV maARUND o nEAN�auT Z U 3 s STAwvFC NEW A' PVC SCWER r OF STP 1. E (N < 5. u ��D� O j IERNLD carunc DR ? g AARRO4ED EWw � ♦- F v � FERNCO couN,ND DR + APPRO,ED EWw Z m� za U ° ga U (n CITY OF YELM 0 Z TYPICAL 1" SERVICE CONNECTION APPROVED DWG. O. PUBLIC WORKS DIRECTOR DATE 7-1 DES. I OWN, CKD DATE JY JEC TO 1 4/2007 ORIFICE FIBERGLASS LID WTH STNNIESS SlEF1 AND NEOPRENE CASKET 1' CIADVC HOSE AND VAI VF ASSFMRI Y ORIENT BALL VALVE AS SHOWN. BALL VALVE SHALL BE WITH 12' BELOW LID 3D' M. RIRRFO PVC /RISER WITH 410PR -NE GROMMETS TDNING WIFE - INSTALL IN RISER ENT DISCHARGE 2 -PART EPDXY, USE ORENCO RISER TANK ADAPTOR FOR CONCRETE TANKS 1" PVC FLOAT ASSEMBLY AS SET BY CITY OF YELM 1 -1/4" CIA. INLET HOLES AROUND PERIMETER OF VAULT 4" DNA, PVG FLOW INDLCER PVC BIOTUBE THE MATERIAL FDI DUPLEX, TRIPLEX, AND CLASS 1 DIMSION 1 5.0. POWER CABLE AND NSTALIATICNS WILL VARY. THE CONTRACTOR SHALL MEET THE 1 /8- BY -PASS ORIF -CE NTEYT 0- THE INSTALLATION REQUIREMENTS SHOWN IN THE N THE DISCHARGE HEAU TYPICAL STEP INSTALLATION. All STFP -ANKS SHALL BE H -20 LOAD RATED TANKS. THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. TYPICAL SIViPLEX STEP TANK INSTALLATION APP OVED DWG. NO PUBLIC WORKS DIRECTOR DATE DFS OWN. CKD. DATE JY JEG IP 4/2007 -P MP CONTROL GARAGE CONTRACTOR TO GARAGE WALL PANEL WALL SHIM, ETC. IO ACCOUNT FOR PUMP CONTROL DIFFERENT TYPES PANEL Q OF SIDING m 3/4" PVC (CONTRACTOR TO . o� CONDUIT FORM BOTH CONDUITS < AS SHOWN FOR BOTH o i u 3/4" LB CONDUITS) �ZE ELECTRICAL LINE TTHOM UNDER HOUSE CONDUIT TO STEP _ TANK _ J-- FOOTING/STEM TO STEP -- WALL TANK -LOCATION CTHER THAN GARAGE WALL OR REMOTE POST WILL BE CONSIDERED ON A CASE BY CASE BASIS. —STAINLESS STEEL TWO HOLE STRAPS AS REWIRED TO SECURE CONDUIT TO WALL EXISTING GROUND IN \ _ 'i \ I TO STEP TANK CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PUMP CONTROL PANEL INSTALLATION ON EXISTING HOUSE PPR DWG-5 . N0. j_N 7 L 'UBLIC WORKS DIRECTOR DATE DES. CKD. JY JEG TP 4/2007 ALL STEP TANKS SHALL 3E H -20 LOAD RATED TANKS. THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. FNIS -ED GRADE WATER NGHI UU 21'0 MIN.PVC RISER PUMP VAULT RISER WITH WATER TIGHT LID j 14 GAUGE TUNING 14 GAUGE TIDING I WIRE TD SERVICE WIFE TO SS CO - -1 _ I BOX I _T I y_1 I 2 PART USE ORCNO 1 TANK TO RISER I ADAPTER FOR CONCRETE TANKS N 1 1 A "01 ORIFICE 1 DUMP ASSEMBLY, SEE i I � � I JIG. N0. 7 -9 � I I I V_2 c `BAFFLE (NOTE 1) L - - -_J 6" MIN 1500 GAII 3000 GALI 4500 GAL - 4 -3 2 50 62 6 V_1 400 GAL soc cu V -2 '100 GAL 2400 GAL NOTES: 1. OR FIE 3AFFLE FOR A 3000 GALLON TANK UTILIZED AS A TRIPLEX PUMP VAULT. 2. THE OWNER WILL REVIEW TOLERANCES IN EXCESS CF DIMENSIONS SHOWN. 3. THE TRIPLEX PUMP VAULT REOUIRES TWO VAULTS AND TWO COMPLETE RISERS. ONE VAULT CONTAINS FLOATS AND ONE PUMP. THE SECOND VAULT CONTAINS TWO PUMPS. 4. 4500 GALLON TANKS OR LARGER SHALL HAVE THREE RISERS AND LIDS. ON ALL TANKS LARGER THAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINED BY THE YELM SEWER DEPT. CITY OF YELM DEPT. OF PUBLIC WORKS 1500, 3000, 4500 GALLON STEP TANK /PUMP TANK APB PROVED DWG. NO. 1 , ��- 7 -11 PUBUC WCRKS DIRECTOR DATE DES. OWN. I CKD. DATE JY JEG TP 1 4/2007 (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION). DECAL - SEE SPECIFICATIONS TD sLEINGE ALARM BOLD 1817. PVSH LDHT. LETTERING Fa BLWYIa uu 3H)- 458 -e411 � atta YELM I g• PADLOCK WITH COMMON KEY — CENTERED �ON FURNISHED By THE CITY PANEL OF YELM ALARM LIGHT AND SILENCE BUTTON I-C. B -/12 FROM POAER TO STEP TANK - SIMPLEX SOURCE 1.2 "C, 13 -r12 TO STEP TANK - DUPLEX 1.2 -C, 17 -j'12 TO STEP TANK - TRIPLEX CITY OF YELM DEPT. OF PUBLIC WORKS NOTE, TYPICAL PUMP PANEL SIZE MAY VARY CONTROL PANEL DEPENDING ON MANUFACURER APPROVPilI_) DWG. NO. `CWO � 7 -6 PUBLIC WORKS DIRECTOR DATE D S. DE JEG TP 4/2007 TABLE FOR FEEDER WIRE RUN DUNE SIZE MAXIMUM DISTANCE Al2 AWG COPPER 150 FEET /10 AWG COPPER 250 FEET y8 AWG COOPER 350 FEET FINISHED GRADE 30 "4 RISER— ALARM HIGH LEVEL LAG ON /OFF (4.5" DRAWOOWN ON TO OFF) 6" LEAD ON /OFF 6' (4.5" DRATAOWN ON TO OFF) LOW LEVEL ALARM 6" REDUNDANT OFF 000 25' 6' MIN. BEDDING Fa FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT P DWG. NQ t-"-� 7 -14 BLIC WORKS DIRECTOR DATE JY JEG TP 4/2007 a r-�J T NWSE I � TwLw�IN PROlEC1E0 AREA IECTED IJIEAS ETC.) r_Ir TAL PEgnRE SEANCE BOKES 4`tARGCN ai fiCH) WOINO � EIDSnNG QldMD - ,. DA. COPPER 1dRXD MRE MIAP ONCE AROUND aEANWT STANOPPE NEW 1 PVC PEER TW p STEP TAN( PDO�U1Yl aESiOPfTTOIi�Arlic BWSPWG NEE HOUSE � NLET BAITIE FDNCD Cd.PIING OP -� APPROVED FWw FERNCO fWP11NC ae APiROWO EWw TYPICAL CONNECTION PP 0 DN¢ N0. NO EDGED 1 xAIER np� ,y F"w � Icw IN PROTECTED ARE.S / TECTE NW- OD AREAS ( Dmj r D• TAK REpAPRPE SRMQ BD%ES (CARSON OR IPopI) z OuNO 1 � ,VISITING GROI.ND I.I O YJ l7 U i;RAV maARUND o nEAN�auT Z U 3 s STAwvFC NEW A' PVC SCWER r OF STP 1. E (N < 5. u ��D� O j IERNLD carunc DR ? g AARRO4ED EWw � ♦- F v � FERNCO couN,ND DR + APPRO,ED EWw Z m� za U ° ga U (n -LOCATION CTHER THAN GARAGE WALL OR REMOTE POST WILL BE CONSIDERED ON A CASE BY CASE BASIS. —STAINLESS STEEL TWO HOLE STRAPS AS REWIRED TO SECURE CONDUIT TO WALL EXISTING GROUND IN \ _ 'i \ I TO STEP TANK CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL PUMP CONTROL PANEL INSTALLATION ON EXISTING HOUSE PPR DWG-5 . N0. j_N 7 L 'UBLIC WORKS DIRECTOR DATE DES. CKD. JY JEG TP 4/2007 ALL STEP TANKS SHALL 3E H -20 LOAD RATED TANKS. THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007. FNIS -ED GRADE WATER NGHI UU 21'0 MIN.PVC RISER PUMP VAULT RISER WITH WATER TIGHT LID j 14 GAUGE TUNING 14 GAUGE TIDING I WIRE TD SERVICE WIFE TO SS CO - -1 _ I BOX I _T I y_1 I 2 PART USE ORCNO 1 TANK TO RISER I ADAPTER FOR CONCRETE TANKS N 1 1 A "01 ORIFICE 1 DUMP ASSEMBLY, SEE i I � � I JIG. N0. 7 -9 � I I I V_2 c `BAFFLE (NOTE 1) L - - -_J 6" MIN 1500 GAII 3000 GALI 4500 GAL - 4 -3 2 50 62 6 V_1 400 GAL soc cu V -2 '100 GAL 2400 GAL NOTES: 1. OR FIE 3AFFLE FOR A 3000 GALLON TANK UTILIZED AS A TRIPLEX PUMP VAULT. 2. THE OWNER WILL REVIEW TOLERANCES IN EXCESS CF DIMENSIONS SHOWN. 3. THE TRIPLEX PUMP VAULT REOUIRES TWO VAULTS AND TWO COMPLETE RISERS. ONE VAULT CONTAINS FLOATS AND ONE PUMP. THE SECOND VAULT CONTAINS TWO PUMPS. 4. 4500 GALLON TANKS OR LARGER SHALL HAVE THREE RISERS AND LIDS. ON ALL TANKS LARGER THAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINED BY THE YELM SEWER DEPT. CITY OF YELM DEPT. OF PUBLIC WORKS 1500, 3000, 4500 GALLON STEP TANK /PUMP TANK APB PROVED DWG. NO. 1 , ��- 7 -11 PUBUC WCRKS DIRECTOR DATE DES. OWN. I CKD. DATE JY JEG TP 1 4/2007 (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION). DECAL - SEE SPECIFICATIONS TD sLEINGE ALARM BOLD 1817. PVSH LDHT. LETTERING Fa BLWYIa uu 3H)- 458 -e411 � atta YELM I g• PADLOCK WITH COMMON KEY — CENTERED �ON FURNISHED By THE CITY PANEL OF YELM ALARM LIGHT AND SILENCE BUTTON I-C. B -/12 FROM POAER TO STEP TANK - SIMPLEX SOURCE 1.2 "C, 13 -r12 TO STEP TANK - DUPLEX 1.2 -C, 17 -j'12 TO STEP TANK - TRIPLEX CITY OF YELM DEPT. OF PUBLIC WORKS NOTE, TYPICAL PUMP PANEL SIZE MAY VARY CONTROL PANEL DEPENDING ON MANUFACURER APPROVPilI_) DWG. NO. `CWO � 7 -6 PUBLIC WORKS DIRECTOR DATE D S. DE JEG TP 4/2007 TABLE FOR FEEDER WIRE RUN DUNE SIZE MAXIMUM DISTANCE Al2 AWG COPPER 150 FEET /10 AWG COPPER 250 FEET y8 AWG COOPER 350 FEET FINISHED GRADE 30 "4 RISER— ALARM HIGH LEVEL LAG ON /OFF (4.5" DRAWOOWN ON TO OFF) 6" LEAD ON /OFF 6' (4.5" DRATAOWN ON TO OFF) LOW LEVEL ALARM 6" REDUNDANT OFF 000 25' 6' MIN. BEDDING Fa FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT P DWG. NQ t-"-� 7 -14 BLIC WORKS DIRECTOR DATE JY JEG TP 4/2007 a r-�J T NWSE I � TwLw�IN PROlEC1E0 AREA IECTED IJIEAS ETC.) r_Ir TAL PEgnRE SEANCE BOKES 4`tARGCN ai fiCH) WOINO � EIDSnNG QldMD - ,. DA. COPPER 1dRXD MRE MIAP ONCE AROUND aEANWT STANOPPE NEW 1 PVC PEER TW p STEP TAN( PDO�U1Yl aESiOPfTTOIi�Arlic BWSPWG NEE HOUSE � NLET BAITIE FDNCD Cd.PIING OP -� APPROVED FWw FERNCO fWP11NC ae APiROWO EWw TYPICAL CONNECTION PP 0 DN¢ N0. NO EDGED 1 xAIER np� ,y F"w � Icw IN PROTECTED ARE.S / TECTE NW- OD AREAS ( Dmj r D• TAK REpAPRPE SRMQ BD%ES (CARSON OR IPopI) z OuNO 1 � ,VISITING GROI.ND I.I O YJ l7 U i;RAV maARUND o nEAN�auT Z U 3 s STAwvFC NEW A' PVC SCWER r OF STP 1. E (N < 5. u ��D� O j IERNLD carunc DR ? g AARRO4ED EWw � ♦- F v � FERNCO couN,ND DR + APPRO,ED EWw Z m� za U ° ga U (n CITY OF YELM 0 Z 6" MIN 1500 GAII 3000 GALI 4500 GAL - 4 -3 2 50 62 6 V_1 400 GAL soc cu V -2 '100 GAL 2400 GAL NOTES: 1. OR FIE 3AFFLE FOR A 3000 GALLON TANK UTILIZED AS A TRIPLEX PUMP VAULT. 2. THE OWNER WILL REVIEW TOLERANCES IN EXCESS CF DIMENSIONS SHOWN. 3. THE TRIPLEX PUMP VAULT REOUIRES TWO VAULTS AND TWO COMPLETE RISERS. ONE VAULT CONTAINS FLOATS AND ONE PUMP. THE SECOND VAULT CONTAINS TWO PUMPS. 4. 4500 GALLON TANKS OR LARGER SHALL HAVE THREE RISERS AND LIDS. ON ALL TANKS LARGER THAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINED BY THE YELM SEWER DEPT. CITY OF YELM DEPT. OF PUBLIC WORKS 1500, 3000, 4500 GALLON STEP TANK /PUMP TANK APB PROVED DWG. NO. 1 , ��- 7 -11 PUBUC WCRKS DIRECTOR DATE DES. OWN. I CKD. DATE JY JEG TP 1 4/2007 (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION). DECAL - SEE SPECIFICATIONS TD sLEINGE ALARM BOLD 1817. PVSH LDHT. LETTERING Fa BLWYIa uu 3H)- 458 -e411 � atta YELM I g• PADLOCK WITH COMMON KEY — CENTERED �ON FURNISHED By THE CITY PANEL OF YELM ALARM LIGHT AND SILENCE BUTTON I-C. B -/12 FROM POAER TO STEP TANK - SIMPLEX SOURCE 1.2 "C, 13 -r12 TO STEP TANK - DUPLEX 1.2 -C, 17 -j'12 TO STEP TANK - TRIPLEX CITY OF YELM DEPT. OF PUBLIC WORKS NOTE, TYPICAL PUMP PANEL SIZE MAY VARY CONTROL PANEL DEPENDING ON MANUFACURER APPROVPilI_) DWG. NO. `CWO � 7 -6 PUBLIC WORKS DIRECTOR DATE D S. DE JEG TP 4/2007 TABLE FOR FEEDER WIRE RUN DUNE SIZE MAXIMUM DISTANCE Al2 AWG COPPER 150 FEET /10 AWG COPPER 250 FEET y8 AWG COOPER 350 FEET FINISHED GRADE 30 "4 RISER— ALARM HIGH LEVEL LAG ON /OFF (4.5" DRAWOOWN ON TO OFF) 6" LEAD ON /OFF 6' (4.5" DRATAOWN ON TO OFF) LOW LEVEL ALARM 6" REDUNDANT OFF 000 25' 6' MIN. BEDDING Fa FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT P DWG. NQ t-"-� 7 -14 BLIC WORKS DIRECTOR DATE JY JEG TP 4/2007 a r-�J T NWSE I � TwLw�IN PROlEC1E0 AREA IECTED IJIEAS ETC.) r_Ir TAL PEgnRE SEANCE BOKES 4`tARGCN ai fiCH) WOINO � EIDSnNG QldMD - ,. DA. COPPER 1dRXD MRE MIAP ONCE AROUND aEANWT STANOPPE NEW 1 PVC PEER TW p STEP TAN( PDO�U1Yl aESiOPfTTOIi�Arlic BWSPWG NEE HOUSE � NLET BAITIE FDNCD Cd.PIING OP -� APPROVED FWw FERNCO fWP11NC ae APiROWO EWw TYPICAL CONNECTION PP 0 DN¢ N0. NO EDGED 1 xAIER np� ,y F"w � Icw IN PROTECTED ARE.S / TECTE NW- OD AREAS ( Dmj r D• TAK REpAPRPE SRMQ BD%ES (CARSON OR IPopI) z OuNO 1 � ,VISITING GROI.ND I.I O YJ l7 U i;RAV maARUND o nEAN�auT Z U 3 s STAwvFC NEW A' PVC SCWER r OF STP 1. E (N < 5. u ��D� O j IERNLD carunc DR ? g AARRO4ED EWw � ♦- F v � FERNCO couN,ND DR + APPRO,ED EWw Z m� za U ° ga U (n NOTES: 1. OR FIE 3AFFLE FOR A 3000 GALLON TANK UTILIZED AS A TRIPLEX PUMP VAULT. 2. THE OWNER WILL REVIEW TOLERANCES IN EXCESS CF DIMENSIONS SHOWN. 3. THE TRIPLEX PUMP VAULT REOUIRES TWO VAULTS AND TWO COMPLETE RISERS. ONE VAULT CONTAINS FLOATS AND ONE PUMP. THE SECOND VAULT CONTAINS TWO PUMPS. 4. 4500 GALLON TANKS OR LARGER SHALL HAVE THREE RISERS AND LIDS. ON ALL TANKS LARGER THAN 1500 GALLONS THE LENGTH OF THE DOWN TURNED INLET PIPE WILL BE DETERMINED BY THE YELM SEWER DEPT. CITY OF YELM DEPT. OF PUBLIC WORKS 1500, 3000, 4500 GALLON STEP TANK /PUMP TANK APB PROVED DWG. NO. 1 , ��- 7 -11 PUBUC WCRKS DIRECTOR DATE DES. OWN. I CKD. DATE JY JEG TP 1 4/2007 (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION). DECAL - SEE SPECIFICATIONS TD sLEINGE ALARM BOLD 1817. PVSH LDHT. LETTERING Fa BLWYIa uu 3H)- 458 -e411 � atta YELM I g• PADLOCK WITH COMMON KEY — CENTERED �ON FURNISHED By THE CITY PANEL OF YELM ALARM LIGHT AND SILENCE BUTTON I-C. B -/12 FROM POAER TO STEP TANK - SIMPLEX SOURCE 1.2 "C, 13 -r12 TO STEP TANK - DUPLEX 1.2 -C, 17 -j'12 TO STEP TANK - TRIPLEX CITY OF YELM DEPT. OF PUBLIC WORKS NOTE, TYPICAL PUMP PANEL SIZE MAY VARY CONTROL PANEL DEPENDING ON MANUFACURER APPROVPilI_) DWG. NO. `CWO � 7 -6 PUBLIC WORKS DIRECTOR DATE D S. DE JEG TP 4/2007 TABLE FOR FEEDER WIRE RUN DUNE SIZE MAXIMUM DISTANCE Al2 AWG COPPER 150 FEET /10 AWG COPPER 250 FEET y8 AWG COOPER 350 FEET FINISHED GRADE 30 "4 RISER— ALARM HIGH LEVEL LAG ON /OFF (4.5" DRAWOOWN ON TO OFF) 6" LEAD ON /OFF 6' (4.5" DRATAOWN ON TO OFF) LOW LEVEL ALARM 6" REDUNDANT OFF 000 25' 6' MIN. BEDDING Fa FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT P DWG. NQ t-"-� 7 -14 BLIC WORKS DIRECTOR DATE JY JEG TP 4/2007 a r-�J T NWSE I � TwLw�IN PROlEC1E0 AREA IECTED IJIEAS ETC.) r_Ir TAL PEgnRE SEANCE BOKES 4`tARGCN ai fiCH) WOINO � EIDSnNG QldMD - ,. DA. COPPER 1dRXD MRE MIAP ONCE AROUND aEANWT STANOPPE NEW 1 PVC PEER TW p STEP TAN( PDO�U1Yl aESiOPfTTOIi�Arlic BWSPWG NEE HOUSE � NLET BAITIE FDNCD Cd.PIING OP -� APPROVED FWw FERNCO fWP11NC ae APiROWO EWw TYPICAL CONNECTION PP 0 DN¢ N0. NO EDGED 1 xAIER np� ,y F"w � Icw IN PROTECTED ARE.S / TECTE NW- OD AREAS ( Dmj r D• TAK REpAPRPE SRMQ BD%ES (CARSON OR IPopI) z OuNO 1 � ,VISITING GROI.ND I.I O YJ l7 U i;RAV maARUND o nEAN�auT Z U 3 s STAwvFC NEW A' PVC SCWER r OF STP 1. E (N < 5. u ��D� O j IERNLD carunc DR ? g AARRO4ED EWw � ♦- F v � FERNCO couN,ND DR + APPRO,ED EWw Z m� za U ° ga U (n CITY OF YELM 0 Z TABLE FOR FEEDER WIRE RUN DUNE SIZE MAXIMUM DISTANCE Al2 AWG COPPER 150 FEET /10 AWG COPPER 250 FEET y8 AWG COOPER 350 FEET FINISHED GRADE 30 "4 RISER— ALARM HIGH LEVEL LAG ON /OFF (4.5" DRAWOOWN ON TO OFF) 6" LEAD ON /OFF 6' (4.5" DRATAOWN ON TO OFF) LOW LEVEL ALARM 6" REDUNDANT OFF 000 25' 6' MIN. BEDDING Fa FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT P DWG. NQ t-"-� 7 -14 BLIC WORKS DIRECTOR DATE JY JEG TP 4/2007 a r-�J T NWSE I � TwLw�IN PROlEC1E0 AREA IECTED IJIEAS ETC.) r_Ir TAL PEgnRE SEANCE BOKES 4`tARGCN ai fiCH) WOINO � EIDSnNG QldMD - ,. DA. COPPER 1dRXD MRE MIAP ONCE AROUND aEANWT STANOPPE NEW 1 PVC PEER TW p STEP TAN( PDO�U1Yl aESiOPfTTOIi�Arlic BWSPWG NEE HOUSE � NLET BAITIE FDNCD Cd.PIING OP -� APPROVED FWw FERNCO fWP11NC ae APiROWO EWw TYPICAL CONNECTION PP 0 DN¢ N0. NO EDGED 1 xAIER np� ,y F"w � Icw IN PROTECTED ARE.S / TECTE NW- OD AREAS ( Dmj r D• TAK REpAPRPE SRMQ BD%ES (CARSON OR IPopI) z OuNO 1 � ,VISITING GROI.ND I.I O YJ l7 U i;RAV maARUND o nEAN�auT Z U 3 s STAwvFC NEW A' PVC SCWER r OF STP 1. E (N < 5. u ��D� O j IERNLD carunc DR ? g AARRO4ED EWw � ♦- F v � FERNCO couN,ND DR + APPRO,ED EWw Z m� za U ° ga U (n FINISHED GRADE 30 "4 RISER— ALARM HIGH LEVEL LAG ON /OFF (4.5" DRAWOOWN ON TO OFF) 6" LEAD ON /OFF 6' (4.5" DRATAOWN ON TO OFF) LOW LEVEL ALARM 6" REDUNDANT OFF 000 25' 6' MIN. BEDDING Fa FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT P DWG. NQ t-"-� 7 -14 BLIC WORKS DIRECTOR DATE JY JEG TP 4/2007 a r-�J T NWSE I � TwLw�IN PROlEC1E0 AREA IECTED IJIEAS ETC.) r_Ir TAL PEgnRE SEANCE BOKES 4`tARGCN ai fiCH) WOINO � EIDSnNG QldMD - ,. DA. COPPER 1dRXD MRE MIAP ONCE AROUND aEANWT STANOPPE NEW 1 PVC PEER TW p STEP TAN( PDO�U1Yl aESiOPfTTOIi�Arlic BWSPWG NEE HOUSE � NLET BAITIE FDNCD Cd.PIING OP -� APPROVED FWw FERNCO fWP11NC ae APiROWO EWw TYPICAL CONNECTION PP 0 DN¢ N0. NO EDGED 1 xAIER np� ,y F"w � Icw IN PROTECTED ARE.S / TECTE NW- OD AREAS ( Dmj r D• TAK REpAPRPE SRMQ BD%ES (CARSON OR IPopI) z OuNO 1 � ,VISITING GROI.ND I.I O YJ l7 U i;RAV maARUND o nEAN�auT Z U 3 s STAwvFC NEW A' PVC SCWER r OF STP 1. E (N < 5. u ��D� O j IERNLD carunc DR ? g AARRO4ED EWw � ♦- F v � FERNCO couN,ND DR + APPRO,ED EWw Z m� za U ° ga U (n 6' MIN. BEDDING Fa FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT P DWG. NQ t-"-� 7 -14 BLIC WORKS DIRECTOR DATE JY JEG TP 4/2007 a r-�J T NWSE I � TwLw�IN PROlEC1E0 AREA IECTED IJIEAS ETC.) r_Ir TAL PEgnRE SEANCE BOKES 4`tARGCN ai fiCH) WOINO � EIDSnNG QldMD - ,. DA. COPPER 1dRXD MRE MIAP ONCE AROUND aEANWT STANOPPE NEW 1 PVC PEER TW p STEP TAN( PDO�U1Yl aESiOPfTTOIi�Arlic BWSPWG NEE HOUSE � NLET BAITIE FDNCD Cd.PIING OP -� APPROVED FWw FERNCO fWP11NC ae APiROWO EWw TYPICAL CONNECTION PP 0 DN¢ N0. NO EDGED 1 xAIER np� ,y F"w � Icw IN PROTECTED ARE.S / TECTE NW- OD AREAS ( Dmj r D• TAK REpAPRPE SRMQ BD%ES (CARSON OR IPopI) z OuNO 1 � ,VISITING GROI.ND I.I O YJ l7 U i;RAV maARUND o nEAN�auT Z U 3 s STAwvFC NEW A' PVC SCWER r OF STP 1. E (N < 5. u ��D� O j IERNLD carunc DR ? g AARRO4ED EWw � ♦- F v � FERNCO couN,ND DR + APPRO,ED EWw Z m� za U ° ga U (n NATIVE OR SELECT BACKFlLL AS _ _ DIRECTED BY _ �''•' "- �`' ENGINEER. MIN. o AA ;w o S BEDDING MATERIAL FOR RIGID PIPE SHALL BE SAND NOTE: INSTALL TANKS AS PER DETAIL OR MANUFACTURER'S RECOMMENDATION WI IICICVLR IS MORE STRINGENT. CITY OF YELM DEPT. OF PUBLIC WORKS CONCRETE TANK BEDDING APPROVED DWG. N0. 7 -17 PUBLIC WORKS DIRECTOR DATE JY JEG TP 4/2007 F- LU LLI cf) W z J U W I j Fn U 0 Of Of Q U W LLI Z (n � d W Cn �pWARpr�� IOU QJ I�OF WASry� GJ ` EFTVlAE 4 � � 1(N _� 2112 � F :,4fG1-0 WE0; tirw� IGNER' JEG INN BY: LCS CROWD BY JEG MONTH ,20_ I No: ]Wf.%1I IMNG RtE No: NET SITE PLAN.Avg LMNC Na: DT -01 EET Na 2 OF 3 CITY OF YELM 0 Z DIRECTOR DATE JY JEG TP 4/2007 F- LU LLI cf) W z J U W I j Fn U 0 Of Of Q U W LLI Z (n � d W Cn �pWARpr�� IOU QJ I�OF WASry� GJ ` EFTVlAE 4 � � 1(N _� 2112 � F :,4fG1-0 WE0; tirw� IGNER' JEG INN BY: LCS CROWD BY JEG MONTH ,20_ I No: ]Wf.%1I IMNG RtE No: NET SITE PLAN.Avg LMNC Na: DT -01 EET Na 2 OF 3 Q U W LLI Z (n � d W Cn �pWARpr�� IOU QJ I�OF WASry� GJ ` EFTVlAE 4 � � 1(N _� 2112 � F :,4fG1-0 WE0; tirw� IGNER' JEG INN BY: LCS CROWD BY JEG MONTH ,20_ I No: ]Wf.%1I IMNG RtE No: NET SITE PLAN.Avg LMNC Na: DT -01 EET Na 2 OF 3 FIBERGLASS LID WITH STAINLESS STEEL BOLTS AND NEOPRENE GASKET 5 MIN ('YP.) tMIN " LIDS FIn15H GRADEE 70 NA iI`�E (KATVE� 14 GAUGE COPPER SER, GRADE TONING WIRE, 2' -0" SYSTEMS, TNL INTO RISER N EUUPL \---ORENCO TANK TO RISER ADAPTOR (FOR USE WITH NON- TRAFFIC BEARING TANKS) NOTE: RSER AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS, RISER AND LID SHALL BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS, CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL RISER APPROVED I- DWC. N1 PJSLIC WORKS DIRECTOR DATE DES. JY JEG KD 1 4DATE o� c� L� Ei �3 ay oL g CITY OF YELM GENERAL SANITARY SEWER NOTES: 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/ APWA). 2. ALL APPROVALS AND PERMITS REWIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REWIRED APPROVALS AND PERMITS. 4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. 5, THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE UNE AT 1- 800 - 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. 8. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12' TO 18' UNDER THE PROPOSED FINISHED SUBGRADE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED SEWER WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS, AND FORCE MAINS SHALL BE INSTALLED PATH A 14 GAUGE DIRECT -BURY RATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE V OR APPROVED EQUAL, THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12' ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE BACKING MARKED 'POWER'. TAPE SHALL BE FURNISHED BY THE CONTRACTOR. 10. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). 11. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REWIRED. 12. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. 13. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE TWTH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REWIRED. 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. 16. ALL STEP MAINS SHALL BY HYDROSTATIC ALLY TESTED IN CONFORMANCE WITH THE ABOVE- REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL VE PIGGED /CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. 17. PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REWIRED INSPECTIONS. 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POSE, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. 19. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE 'ON -OFF' SWATCH CONTROLLING POWER TO THE PUMP, SAID SWITCH MUST BE LOCKABLE OR HAVE A LOCKING COVER TO HOLD AN OLYMPUS TYPE BP125, 30MM PADLOCK. 20. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 24 HOUR NOTICE TO THE SEWER DEPARTMENT IS REWIRED PRIOR TO THE INSPECTION. ITEMS VEEDING INSPECTION ARE: A) TANK INSTALLATION, IE;BEDDING AND LOCATION 8) TANK INFILTRATION, EXRLTRATION TEST C) S.S. PRESSURE TEST D) SERVICE LINE PRESSURE TEST E) FINAL INSPECTION 21. PUMP CONTROL PANEL AND POWER METER MUST BE MOUNTED TO A HOT DIPPED GALVANIZED UNI- STRUT. SCJ ALLIANCE GENERAL SANITARY SEWER NOTES: 1. THE CONTRACTOR SHALL VERIFY DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS NECESSARY TO COMPLETE THIS WORK. 3. MAINTAIN 10' MINIMUM HORIZONTAL AND 1.5' MINIMUM VERTICAL SEPARATION FROM WATER MAINS. CITY OF YELM SEWER SPEC ADDENDUM 1. ALL STEP TANKS INSTALLED LARGER THAN 3000 GALLONS SHALL BE FIBERGLASS TANKS MFG. BY EITHER CONTAINMENT SOLUTIONS INC. OR XERXES INC. 2. ALL FIBERGLASS STEP TANKS SHALL BE INSTALLED BY QUALIFIED INSTALLERS, FOLLOWING THE MFG. DIRECTIONS AND SHALL BE SECURED WITH TIE -DOWN STRAPS WITH 'DEAD MEN'SIZING AND MATERIALS FOR DEAD MEN AND STRAPPING SHALL BE PER THE MFG. RECOMMENDATIONS. 3. BUILDINGS SERVED BY STEP SEWER, UTILIZING ON SITE SACK -UP °GENERATORS FOR POWER OUTAGES MUST HAVE ELECTRICAL SERVICE INSTALLED IN SUCH A MANNER THAT THE STEP SYSTEM WILL ALSO BE SUPPLIED POWER BY THE AUXILIARY GENERATOR. 4. THE PUMP CONTROL PANELS FOR ALL STEP TANKS HOUSING 2 OR MORE PUMPS SHALL BE FITTED WITH A TRANSFER SWITCH MODEL DT 323 URK AS MFG BY CUTLER HAMMER AND A MALE PLUG, MODEL 70530 M8WP AS MFG BY BRYANT FOR USE WITH THE CITIES PORTABLE AUXILIARY GENERATOR. 5. ALL STEP TANKS LESS THAN 3000 GALLON SHALL HAVE ONE 4'HOLE IN THE DIVIDER BAFFLE CENTERED AT 20'ABOVE THE FLOOR OF THE TANK. STEP TANKS SIZED AT 3000 GALLON SHALL HAVE ONE HOLE IN THE DIVIDER BAFFLE CENTERED AT 26'ABOVE THE FLOOR OF THE TANK. 6. ALL TRAFFIC BEARING'SERVICE BOXES SHALL BE A MODEL MSBC 1324 -12 MFG. BY MID STATES PLASTICS BC SERIES. 7. ALL POSTS USED TO SUPPORT PUMP CONTROL PANELS MUST BE HOT DIPPED GALVANIZED UNISTRUT. 8. ALL 'AIR RELEASE, VACUUM RELEASE AND COMBINATION AIR RELEASE/VACUUM RELEASE VALVES SHALL BE A MODEL D -021 COMBINATION AIR VALVE 'MINI SAAR'SIZED ACCORDING TO THE MFG. RECOMMENDATION PER PIPE SIZE. 9. MINIMUM STEP TANK SIZE SHALL BE 1000 GALLONS 10, ALL STEP TANKS HOUSING MORE THAN 1 PUMP MUST UTILIZE 2 "PIPING FOR THE SERVICE LINE. 11. THE MAXIMUM DEPTH OF BURY FOR ALL STEP TANKS SHALL BE 60 "AS MEASURED FROM FINISHED GRADE TO THE INVERT ELEVATION OF THE INLET PIPE TO THE TANK. m z z W o t7 U=o U.0 W S °� 1�1�1 _j n g LL z „ Z e� X F J 5 .°H a Z z z a 6 U�/�0 5 U Wz 0 .°n C/) J J r W � Q � d co N w W F- Lu > L--- O N Z Ld c/) z d' W m w W_ WW W - U 0- � o W C1- h H I o� ��S, 4FC� ERE 1 ► ZONAL E� �IWER: 1M1 BY: LCS �tOKD BY: R: MONTH 20_ i Na 1TOCXX - RIF Ho: NET SITE PLAN.AYg r,WNC No: DT -02 EET No- 3 3 of City of Yelm Community Development Department Building Division Phone: (360) 458 -8407 Fax: (360) 458-3144 Permit No.: 20150332 Issue Date: 11/16/2015 (Work must be completed within 180 days) Applicant: Name HOWARD NETTLETON Phone: 360- 458 -2195 Address: P.O. BOX 450 MCKENNA WA 98558 Property Information: Site Address: 301 CREEK ST NE Owner: Assessor Parcel No.: 22730110101 Subdivision: Contractor Information: Name: HOWARD NETTLETON Phone: Address: P.O. BOX 450 MCKENNA WA 98558 Contractor License No.: Expires: 0 /00 /0000 Project Information: Project: UTILITY Description of Work: CONNECTION TO CITY STEP SEWER Sq. Ft. per floor: First Heat Type (Electric, Gas, Other): Second Third Garage Basement Fees: Item SEWER Contractor HOWARD NETTLETON TOTAL FEES: Applicant's Affidavit: I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of Yelm regulations_!actuding those governing zoning and land subdivision, and in addition, all covenants, easements and striction of record. If applying as a contractor, I further certify that I am currently registered in th State of ashington. f Sianature A All AA Date ( [0 " Firm Lot: 1 Fees $ 0.00 $ 0.00 OFFICIAL USE ONLY # Sets of Prints: Final Inspection: Date: By: City of Yelm Community Development Department Building Division Phone: (360) 458 -8407 Fax: (360) 458-3144 Applicant: Name: HOWARD NETTLETON Address: P.O. BOX 450 MCKENNA WA 98558 Property Information: Site Address: 301 CREEK ST NE Assessor Parcel No.: 22730110101 Project Information: Project: UTILITY Description of Work: Sq. Ft. per floor: Subdivision: Permit No.: 20150332 Fee Calculation Worksheet Phone: 360- 458 -2195 Owner: CONNECTION TO CITY STEP SEWER First Heat Type (Electric, Gas, Other) Second Third Garage Basement Fees: Item SEWER ERU SEWER INSPECTION FEE Units 1 1 TOTAL FEES: PAYMENTS MADE: BALANCE DUE: Lot: 1 Fees $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 Yelm YEI.M WA6NINOTON TO: Howard Nettleton PO Box 450 McKenna, WA 98558 PROJECT DESCRIPTION 105 Yelm Avenue, West P.O. Box 479 Yelm, Washington 98597 (360) 458 -3244 TINMV0111110. INVOICE NO. 1 DATE: December 9, 1998 ITEMIZED AMOUNT $1,000.00 ERU ERU Sewer 301 Creek Street hook - u $ 125.00 Ins ec $ 1,125.00 $ 1,000.00 ERU ERU Sewer 401 Creek Street hook - u $ 125.00 Ins ec $ 1,125.00 SUBTOTAL $2,250.00 SALES TAX N/A TOTAL $ 2,250.00 Make all checks payable to the City of Yelm. If you have any questions concerning this invoice, call Stephanie Conners C (360) 458 -8410. THANK YOU! CAMy Documents \projects\lnvoices\invoice.doc cu. 5z /)firm &)A,1,-6k vzt- WATER AND SEWER CONNECTIONS 11/13/2015 If someone wants to connect to either water or sewer, as a new connection, have them fill out a New Water /Sewer Plumbing Application. Public Works will verify the availability of the lines in their area first, or the applicant may have to pull the lines themselves. A licensed septic installer or contractor needs to do the work. Fees payable to the City: Water Sewer Connection Fee Water Meter Connection Fee Inspection Fee $6,062.99 $300.00 $6,394.00 $3,269.00 (in LID) $145 /eru Costs NOT paid to the City: The cost of the STEP tank itself Contractor /Installer fees Tapping Water and Sewer Lines For inspections: Water John Ivey 458 -8406 Sewer Randy Hatch 458 -8411 When the permit is issued, also send a copy to Gretchen, who will generate a request to PW for a new meter. Community Development Department City of Yelm 105 Yelm. Ave W Yelm, WA 98597 PLAN REVIEW APPLICATION er F R A rz I E '13 a S' A7z-V_ L- L C- ,- -ess: 1'>o r3 a X 4,!:3D & State: IM L (2- e n n G W iA `l g S S 0 Phone: 4 37t3 40 w Pc+2D t,-1 t- -1'7" -L ETo A-) ress: S A rvl and State: Phone: _ OFFICIAL USE ONLY Date Received: if. (b-1,5 Received By: VM Tess: 5-730 'T ALL ©" l,i`( ScrITL 20c & State: L N C L--'Y w A C/ a S 1 cr Phone: �g CP D 3 S 2 l4los SUMMARY OF REQUEST (List type of uses) jZE191£L'-) C ✓-V/u/S F (D !L of proposed dwelling units: of property: sq.ft. of site: 4 -3 Ac a-e- S ft. in buildings: 4 -:21, S c7 c F:- 6L,I1�-1ne —r) sq. ft. in paved and covered surfaces (include buildings, s, sidewalks, and parking lots) 7 v 'Cd -- Si L -PC� %n-?4t ej . USE BLACK INK ONLY LOCATION: _)3outh East West side of (road name) C- SZ C-e ST �3' L", S IE (road name) 'o A;—� y Z M 'Y I E 1t.J CT Address: " o( C PLC E —IZ C-- S 4 :2,C, Parcel No. Township ! -� Range 2- L 22`73--:>((o(p ( OFFICIAL USE ONLY Fire District Requirements Fire Flow Required Water connection estimate Sewer connection estimate Easements required Rightof -way required Bonding required Miscellaneous Yes No A cursory check of the plans against the attached plan checklist will be made by the Development Engineer. If the plans meet the minimum checklist requirements as to content, they will be routed to the appropriate City staff and the plan review process will begin. If minimum checklist requirements are not met, plans will be returned to submitting engineer. H:\CDD Data\Forms and Procedures\ CivilPlanReview \CivilPlanApp.doc IN• 0 V 1 0 2 015 8/01 City of Yelm Community Development Department Building Division Phone: (360) 458 -8407 Fax: (360) 458 -3144 Applicant: Name: HOWARD NETTLETON Address: P.O. BOX 450 MCKENNA WA 98558 Property Information: Site Address: 301 CREEK ST NE Assessor Parcel No Project Information: Project: UTILITY 22730110101 Subdivision: Description of Work: CONNECTION TO CITY STEP SEWER Fees: Permit No.: 20150332 Fee Calculation Worksheet Phone: 360- 458 -2195 Owner: Lot: 1 Item Units Fees 1 $ 6,394.00 SEWER ERU SEWER INSPECTION FEE 1 $ 145.00 TOTAL FEES: $ 6,539.00 PAYMENTS MADE: $ 0.00 BALANCE DUE: $ 6,539.00 WATER AND SEWER CONNECTIONS 11/13/2015 If someone wants to connect to either water or sewer, as a new connection, have them fill out a New Water /Sewer Plumbing Application. Public Works will verify the availability of the lines in their area first, or the applicant may have to pull the lines themselves. A licensed septic installer or contractor needs to do the work. Fees payable to the City: Water Sewer Connection Fee Water Meter Connection Fee Inspection Fee $6,062.99 $300.00 $6,394.00 $3,269.00 (in LID) $145 /eru Costs NOT paid to the City: The cost of the STEP tank itself Contractor /Installer fees Tapping Water and Sewer Lines For inspections: Water John Ivey 458 -8406 Sewer Randy Hatch 458 -8411 When the permit is issued, also send a copy to Gretchen, who will generate a request to PW for a new meter. SEWER STEP TANK SIZING PROJECT: 301 Creek Street PROJECT NO.: 2244.01 DATE: 11/1/2015 The sizing calculations below have been based on the following information: • The Washington State DOE Criteria of Sewer Works Design • City of Yelm Development Guidelines • Water Use Records from City of Yelm Current Water Usage At This Location is: (based on attached water records) • Daily Water Use: • Daily Water Use: 12 Cubic Feet 87 Gallons Using the above information the calculations from the DOE manual can be solved. • Detention Volume from Pg C1 -32 V = (2.0) Q Q =Peak Daily Flow 87 Gallons Non Resid. Strength = 2.0 2 V= Liquid Volume • Working Volume from Pg C1 -32 174 Gallons • Working Volume is defined as the difference between the peak inflow and pumps ability to keep up with the flow. • O.S. 10 GPM simplex pump system will be installed in this tank. It has the ability to convey 600 GPH. The pump will be capable of conveying the whole daily flow in less than 20 minutes. The pump's flow is substantially higher than the actual need. Given the flows are less then a normal residential house we are proposing a simplex system for this installation. • The standard City of Yelm float settings should be used (6.0 ") • Emergency Power Outage Storage Volume from Pg C1 -32 • 24 hours of additional storage volume is required. (87 Gallons) • 400 gallons are available above the lag on /off level. • City of Yelm requires a transfer switch and generator connection to be installed. Refer to Sewer Addendum notes for type and model info. Tank Sizing Summary Based on standard concrete 1,500 gallon step tank Standard tank contains 25.57 gallons per 1" of storage. STEP Tank Detention: • Required Detention Volume 174 Gallons • 1500 gallon tank at 43" from bottom 1100 Gallons • Additional Detention Volume Provided 926 Gallons STEP Tank Detention: • Required Working Volume (6 ") 153 Gallons Emergency Tank Storage • Required Emergency Volume 87 Gallons • Emergency Volume Provided 400 Gallons Total Tank Volume • Detention Provided 1100 Gallons • Emergency Volume 400 Gallons 1500 Gallons 301 CREEK STREET WATER USAGE 1 Water records were provided by City of Yelm 2 Location address is 301 Creek Street 3 Previous 24 months of water bills were used 4 Business is open 22 days a month 5 City of Yelm ERU is defined as 875 CF /Month Date Ave Working Days Water Usage (CF) Daily Usage (CF) Daily Usage (Gal) Oct -15 22 235 10.68 79.90 •---------------------------------------------------------------------------------------------------------------------- - Sep- 15------ - - - - - -- 22 ------------ - - - - -- -250 ------------- - - - -11 36------------ - - - -85 00 - --------------------- - - Aug- 15------ - - - - -- 22 ------------ - - - - -- -260 ----------- - - - - -- 1182 --------- - - - - -- -88.40 - --------------------- Jul-15 22 290 13.18 98.60 •---------------------------------------------------------------------------------------------------------------------- Jun -15 22 260 11.82 88.40 •---------------------------------------------------------------------------------------------------------------------- - - May -15 ----- - - - - -- 22 ------------ - - - - -- -280 ----------- - - - - -- 12.73------------ - - - -95 20 - --------------------- - - Apr- 15------ - - - - -- 22 ------------ - - - - -- -270 ------------- - - - -12 27-------------- - -9180 - --------------------- Mar-15 22 225 10.23 76.50 •---------------------------------------------------------------------------------------------------------------------- Feb-15 22 295 13.41 100.30 •---------------------------------------------------------------------------------------------------------------------- Jan-15 22 270 12.27 91.80 ---------------------------------------------------------------------------------------------------------------------- Dec-14 22 240 10.91 81.60 Nov-14 22 250 11.36 85.00 Oct -14 22 265 12.05 90.10 - Sep- 14------ - - - - - -- 22 ------------ - - - - -- -290 ------------- - - - -13 18------------ - - - -98 60 - --------------------- - - Aug- 14------ - - - - -- 22 ------------ - - - - -- -230 ----------- - - - - -- 10.45------------ - - - -78 20 - --------------------- Jul-14 22 265 12.05 90.10 •---------------------------------------------------------------------------------------------------------------------- 1un -14 22 240 10.91 81.60 •---------------------------------------------------------------------------------------------------------------------- May-14 22 ------------ - - - - -- -220 ----------- - - - - -- 10.00 ---------------- 74.80 - Apr- 14------ - - - - -- 22 ------------ - - - - -- -295 ----------------- 13.41 --------------- 100_30 -------------------- Mar-14 22 230 10.45 78.20 •---------------------------------------------------------------------------------------------------------------------- Feb-14 22 230 10.45 78.20 •---------------------------------------------------------------------------------------------------------------------- Jan-14 22 245 11.14 83.30 •---------------------------------------------------------------------------------------------------------------------- Dec-13 22 225 10.23 76.50 •---------------------------------------------------------------------------------------------------------------------- Nov-13 22 275 12.50 93.50 Ave Usage 255.63 11.62 86.91 City of Yelm ERU is 875 cf 0.29 Karen Bennett From: Tami Merriman Sent: Monday, November 16, 2015 9:30 AM To: Jim Gibson Cc: Karen Bennett Subject: RE: Nettleton STEP Sewer Connection - Civil Review Good Morning Jim I am just confirming that the Nettleton's have used their last prepaid ERU. They prepaid for 2 connections, used one in 2003 for a new building and the final one for this connection. I spoke with Judy this morning to remind them of the other ERU used. Thanks Tami Merriman Associate Planner City of Yelm 105 Yelm Ave. W Yelm, WA 98597 (360) 458 -8496 tamim @ci.yelm.wa.us 3� From: Jim Gibson [mailto:jim.gibson scjalliance.com] Sent: Tuesday, November 10, 2015 11:50 AM To: Karen Bennett; Tami Merriman Subject: Nettleton STEP Sewer Connection - Civil Review Karen and Tami — We are going to be submitting 5 sets of plans and calculations for the City's review. The Prairie Business Park LLC (Howard Nettleton) has requested to connect to the City's sewer system. We have worked with Public Works to complete a design that we believe accomplishes that. The plans will either be delivered today or tomorrow. This address also has one prepaid ERU for the connection in the Orange Binder. I will follow up with you tomorrow. I just wanted to give you a heads up before you received them. Hope all is well with you. Jim Gibson, PE Project Manager p. 360.352.1465 c. 360.951.1454 SCJ Alliance www.scialliance.com This communication may contain privileged or other confidential information. If you have received it in error, please advise the sender by reply email and immediately delete the message and any attachments without copying or disclosing the contents. Thank you. OWNER/APPLICANT: C/0 HOWARD,NETTLETON PO BOX 450 McKENNA, WA 98558 (360) 458 -2195 YELM, WA °98597 TAX PARCEL NUMBER: 22730110101 GENERAL NOTES: ® SEWER CONSTRUCTION NOTES: 1. ALL DISTURBED AREAS SHALL BE REPAIRED AT OWNER 1. ABANDON EXISTING TANK PER THURSTON COUNTY DEPARTMENT OF HEALTH GUIDELINES. CRUSH LID DIRECTION AND FILL WITH GRAVEL PER STANDARDS. CONTRACTOR SHALL OBTAIN PERMIT FROM THURSTON 2. ALL DESIGN INFORMATION SHALL BE VERIFIED BY CONTRACTOR COUNTY DEPARTMENT OF HEALTH. PRIOR TO STARTING CONSTRUCTION. 2. CONNECT TO EXISTING 4' PVC SEWER PIPE AND 4' CLEANOUT. CONTRACTOR SHALL FIELD VERIFY STEP TANK INSTALLATION NOTES 3. LOCATION, SIZE AND DEPTH PRIOR TO CONSTRUCTION. INSTALL 10 LF 4' ASTM D 3034 PVC SDR 35 SEWER PIPE, S =2% MIN 1. 1,500 GALL STEP TANK MANUFACTURED SHALL BE APPROVED 4. INSTALL 4" CLEANOUT AND CONNECT TO S.T.E.P. TANK PER CITY OF YELM DETAIL 7 -7, SEE DT -01 BY THE CITY OF YELM. 5. INSTALL 1,500 S.T.E.P. TANK WITH SIMPLEX PUMP, FLOATS, AND CONTROLS PER CITY OF YELM 2. TANK BURY DEPTH SHALL BE LESS THAN 5 -FT MEASURED DETAILS 7 -7, 7 -9, 7 -11, 7 -14, 7 -17, 7 -18 SEE DT -01 AND DT -02. FROM THE INLET TO THE TOP OF RISER. 6. INSTALL 2" SERVICE CONNECTION. CONNECT TO EXISTING 2° SERVICE BOX PER CITY OF YELM DETAIL 7 -1, SEE DT -01. 7. INSTALL S.T.E.P. PUMP CONTROL PANEL INCLUDING ALL HARING ON EXISTING BUILDING, PER CITY OF YELM DETAIL 7 -5, 7 -6. CONTRACTOR SHALL COORDINATE PLACEMENT OF CONTROL PANEL WITH OWNER. 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