20160329 Permit Pkg 09152016City of Yelm
Community Development Department
Building Division
Phone: (360) 458 -8407
Fax: (360) 458 -3144
Applicant:
Name: NETTLETON, HOWARD
Address:
Property Information:
Site Address: Ani rP=PV ¢T ¢G
Assessor Parcel No.: 22730110101 Subdivision:
Permit No.: 20160329
Issue Date: 9/15/2016
(Work must be completed within 180 days)
Phone:
Owner:
Contractor Information:
Name: NETTLETON, HOWARD Phone:
Address: HOWARD NETTLETON
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
NETTLETON, HOWARD
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 including those governing zoning and land subdivision, and in addition, all covenants,
easement and restrictions of record. If applying as a contractor, I further certify that I am currently
registered i the Staite o W gton.
Signature Date
Firm
L>Me
Fees
$ 6,539.00
$ 6,539.00
OFFICIAL USE ONLY
# Sets of Prints:
Final Inspection:
Date:
By:
City► of Yelm
(36 1) 458 -3244
RECD': 00243917 9/15/2016 9:56 AM
OPER: CO TERM: 001
REEF: 7431
PAID BY:
TRAM: 33.0000 BUILDING PERMII3
20160329 6,539.0(CR
NETTLETON, HOWARD
401 CREEK ST SE
SEWER 6,539.0(CR
1ENDERED: 6,539.00 (HECK.
APPLIED: 6,539.00-
CHANGE: 0.00
City of Ye l m DFee
ate Re
By
File No.
Community Development
Department
NEW WATERISE14ER
WASHINGTON PLUMBING APPLICATION
All permits are non - transferable and will expire if work authorized by such permit is not begun
within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days
ALL CONTRACTORS ARE REQUIRED TO PROVIDE A COPY OF THEIR CONTRACTOR'S
REGISTRATION CARD AND PROOF OF A CURRENT CITY OF YELM BUSINESS LICENSE.
NEW SEWER AND /OR WATER CONNECTION APPLICATION FORM
Project Address: 4c, I C 2- Parcel #: '? 273 � 1 I u i b I
Subdivision: S.S —
F1 Water Connection
Lot #: Zoning;
Sewer Connection
Are there any environmentally sensitive areas located on the parcel? _
completed environmental checklist must accompany permit application.
If yes, a
BUILDING OWNER NAME: P2 ft Iii E Sits r+ t ss' f t C_C
ADDRESS S Z> EMAIL
CITY STATE WA ZIP98sse TELEPHONEloa-4s8- 2 1
ARCHITECT /ENGINEER J 1 M G t$ Sc LICENSE # 4 2 o 16
ADDRESS ,. I r Lt D. J L EMAIL J /�- y. 70 esc to tcy1.Q n
CITY : -ALA STATE vLl )4 ZIP TELEPHONE S-
GENERAL CONTRACTOR TELEPHONE
ADDRESS EMAIL
CITY STATE ZIP FAX
CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE #
PLUMBING CONTRACTOR TELEPHONE
ADDRESS EMAIL
CITY STATE ZIP FAX
CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE #
SEPTIC INSTALLER/CONTRACTOR TELEPHONE
ADDRESS EMAIL
CITY STATE ZIP FAX
CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE #
I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the
above described property will be in accordance with the laws, riles and regulations of the State of Washington and the
City of Yelm.
0'r� L�J_J�
(cant's Signature Printed
J f�' e' e- f>l�sotil
105 Yelm Avenue West
PO Box 479
Yelm, WA 98597
7'_/ 4- 4
Date
TC�T9IF FE;
(360) 43'& -3835
J( % 458 -3144 FAX
rb"'gwJUUwa,ac
OWNERIAPPLICANT. GENERAL NOTES
PRAIRIE BUSINESS PARK, LLC L ALL DISM✓BED AREAS SIAL BE REPAIRED AT OWNER
C/O HOWARD IFTIlEf)N DIRECTION
, BON 450
Md(EM0, WA 985% 2. ALL DESIGN INFORMATION SNAIL BE VMIED BY
(360) 458 -2195 CONTRACTOR PRIOR TO STARTING CONSTRUCTION.
SITE ADDRESS STEP TANK INSTMLATION NOTES
4DI CREE< S N:
YUM, WA 90597
1. 1,500 GALL STEP TAN( MANUFACTURED SHALL M
APPROVED BY THIS CITY OF )Sill.
2 TAR NNY OEPM SHALL K UE THAN }FT
TAX PARCEL NUMBER:
_ _ .......
MEASURED FROM THE NUI 70 THE RP OF RISER.
72730110101
3 CONTRACTOR TO CONTACT ENGINEER F ANY CONFLICTS
ARIBE M THE FEND OR MN PRE SLOPS CAN HOT BE
LEGALOESCRIPllON:
MAINTAINED.
3D -17 -2E FE -NE NA LOT I
SS -0017 22/280
1 r
SHEET INDEX:
STUD NAME
i FP S SEWN RAN
2 SEP SE WA WTA. 9@T
3 STEP SEWER NOTES AND DETAILS SHEET
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RENT -OF -WAY
SPFCIAI SINTER CONSTRUf.T'..ON NOTES.- �
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Q SEWER CONSTRUCTION NOTES:
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OWNER /APPLICANT: GENERAL NOTES
PRAIRIE BUSINESS PARK, LLC
1. ALL DISTURBED AREAS SHALL BE REPAIRED AT OWNER
C/O HOWARD NETTLETON
DIRECTION
PO BOX 450
3
McKENNA, WA 98558
2. ALL DESIGN INFORMATION SHALL BE VERIFIED BY
(360) 458 -2195
CONTRACTOR PRIOR TO STARTING CONSTRUCTION.
SITE ADDRESS
STEP TANK INSTALLATION NOTES
401 CREEK ST NE
1. 1,500 GALL STEP TANK MANUFACTURED SHALL BE
YELM, WA 98597
APPROVED BY THE CITY OF YELM.
2, TANK BURY DEPTH SHALL BE LESS THAN 5 -FT
TAX PARCEL NUMBER.
MEASURED FROM THE INLET TO THE TOP OF RISER.
22730110101
3. CONTRACTOR TO CONTACT ENGINEER IF ANY CONFLICTS
ARISE IN THE FIELD OR MIN PIPE SLOPES CAN NOT BE
MAINTAINED.
LEGAL DESCRIPTION:
30 -17 -2E NE -NE KA LOT i
SS -8017 22/280
SHEETINDEX:
I
SHI NAML
1 STEP SEWER PLAN
2 STEP SEWER DETAIL SHEET
3 STEP SEWER NOTES AND DETAILS
SHEET
SEC 30 TWP 17 RNG 2E
103RD AVE SE
r'
3
/
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SPFCIAI SFWFR CONSTRUCTION NOTFS
1` 1
11
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IF THE BUILDING CONTAINS FLOOR DRAINS CONNECTED TO THE SEWER SYSTEM, THE STEP SEWER
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ELECTRICAL SYSTEM MUST MEET CLASS 1 DIV 1 INTRINSICALLY SAFE REQUIREMENTS.
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THE STEP TANK MUST BE H -20 RATED IF THE DEPTH IS GREATER THAN 3 FEET FROM FINISH
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GRADE TO TOP OF TANK.
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THE CITY OF YELM HAS REWIRED THE SIMPLEX PUMP TO 3E AN OSI 20 GPM.
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SEWER CONSTRUCTION NOTES:
1 1
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ABANDON EXISTING TANK & DRAINFIELD PER THURSTON COUNTY DEPARTMENT OF HEALTH
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GUIDELINES. CRUSH UD AND FILL WITH GRAVEL PER STANDARDS. CONTRACTOR SHALL OBTAIN
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PERMIT FROM THURSTON COUNTY DEPARTMENT OF HEALTH. SEPTIC SYSTEM HAS BEEN SHOWN
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BASED ON THURSTON COUNTY ASBUILTS AND STE VISIT WITH OWNER.
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2.
CONNECT TO EXISTING 4' PVC SEWER PIPE AT A LOCATION DOWNSTREAM OF BOTH UNITS.
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CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE AND DEPTH PRIOR TO CONSTRUCTION.
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CONNECTION SHALL BE MADE WITH 45' BENDS WITH A MINIMUM OF 2' BETWEEN THE BENDS.
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3.
INSTALL 14 LF 4' ASTM D 3034 PVC SDR 35 SEWER PIPE, S =2% MIN SLOPE
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INSTALL 4' INLINE 2 WAY SWEEPING T SANITARY SEWER CLEANOUT.
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INSTALL 1,500 S.T.E.P. TANK WITH SIMPLEX PUMP, FLOATS, AND CONTROLS PER CITY OF YELM
7 AND DT FOR DETAILS.
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EX PARKING
1; 1
DETAILS 7 -7, 7 -9, 7 -11, 7 -14, 7 -17, -18 SEE SHEETS DT -01 -02
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6.
INSTALL 2' SERVICE CONNECTION. CONNECT TO EXISTING 2' SERVICE PER CITY OF YEW DETAIL
7 -1, SEE SHEET DT-01. CONTACT RANDY HATCH AT CITY OF YELM SEWER DEPARTMENT AT (360)
458 -8411 FOR EXACT LOCATION OF EXISTING SEWER STUB.
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INSTALL S.T.E.P. PUMP CONTROL PANEL INCLUDING ALL WIRING ON EXISTING BUILDING, PER CITY OF
I
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YELM DETAIL 7 -5, 7 -6. CONTRACTOR SHALL COORDINATE PLACEMENT OF CONTROL PANEL WITH
I
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OWNER. CONTRACTOR SHALL VERIFY ELECTRICAL REQUIREMENTS PRIOR TO ORDERING PUMPS.
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CONTROL PANEL SHOULD NOT BE LOCATED ON A INHABITATED SPACE DUE TO NOISE FROM
/7TT77r/7r/77,,'77
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OPERATION OF PANE
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9.
INSTALL WIRING AND CONDUIT AS REQUIRED FOR INSTALLAION OF PUMPS AND PUMP CONTROLLER.
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LOCATION OF EXISTING HOSE BIB WITHIN 50' OF TANK ACCESS POINTS.
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EXISTING BUDDING i
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ADDITIONAL REQUIREMENTS:
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CONTRACTOR TO COORDINATE CITY AND LABOR AND INDUSTRIES REQUIRED INSPECTIONS,
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THIS SYSTEM HAS BEEN DESIGNED ASSUMING THERE ARE NO FLOOR DRAINS CONNECTED TO STEP
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SYSTEM. IF THIS SYSTEM HAS FLOOR DRAINS CONNECTED ADDITIONAL REQUIREMENTS ARE
NECESSARY PER THE L AND I CODES. THE SYSTEM WILL HAVE TO BE UPGRADED TO DIVISION 1
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JOB NO:
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H �r Y° 'f • "' •,• 2244.02 SP.;
0 20 40 BY: Date: / DRAWING NO.
SCALE IN FEET '"l UR DIP q SPl
APPROVAL EXPIRES: /
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SERVICE BOX - CARSON INDUSTRIES MODEL N0.
it 141 BB WITH BOLTED HINGED COVER OR EQUAL
/ COVER MARKING TO READ 'SEWER'
(USE N NON - TRAFFIC AREAS)
1-14 CA, OF HEAVY INSULATED
COPPER 111, Will
PLICE TO EXISTING ALL TONING WIRE SPLICES SHALL
14 GAUGE TONING FINISH BE CONNECTED BY USING D.B.Y.
N
WRE GRADE, , KITS MANUFACTURED BY 3M
TO STEP TANK t -
CONNEC- TO
EXISING PVC
SERVICE LINE
I' KBI BALL VALVE, SL z
1' CHECK
INSTALLA70N NOTES-
ALL SERVICE LINE CARSON BOXES SHALL BE
LOCATED 4' FROM EDGE OF CURB TO 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.
1' SCHEDULE J
40 PVC SWP
PVC SWING CHECK
VALVE SL K SL
I" KBI BALL VALVE, SL R SLJ
I' PVC NIPPLE, SL X SL-
1' x MAIN CIA. PVC
REDUCING TEE
SL . SL K TH
OR PIPE SADDLE -
TYPICAL 1"
SERVICE CONNECTION
APPROVED iAE .
�= 1
�L'RLIC WORKS DIRECTOR DATE
DES OWN. CKD.
JY JEG T P 4/2007
S
.1 MP
CITY OF YELM
-LOCATION OTHER THAN GARAGE
DEPT. OF PUBLIC WORKS
CONTROL
TYPICAL PUMP CONTROL
GARAGE
CONTRACTOR TO
PANEL
ON EXISTING HOUSE
WALL
SHIM, ETC. IO
ACCOUNT FOR
DWG. NO,
2. THE OWNER WLL REVIEW TOLERANCES IN EXCESS DF DEPT. OF PUBLIC WORKS
- YPICAL SIMPL--X STEP
7-5
DIFFERENT TYPES
BALL VALVE
LEAVE SUfFIGIENT �AS
2400 GA'.
Q
TANK INSTALLATION
OF SIDING
r
JY
LEG
3/4' PVC
(CONTRACTOR TO
GRADE
CON -AINS TWO PUMPS. __ - -_. _-
NON
ALL COHRINK BUS SHALE BE MADE WITH
HEM- SHRINK BVn CONNECTORS
OR PVC 3p' CIA. RIBREO PVC
CONDUIT
FORM BOTH CONDUITS
oSU
THREE RISERS AND LIDS. 1 W 7-11
FI;BLIC WORKS DIRECTOR DATE
3/4" LB
AS SHOWN FOR BOTH
CONDUITS) —�
N
PJBUC WORKS DIRECTOR DATE
I iq GAUGE TONING
14 GAUGE OF t0' 'ROM TOP OF RISER TO LC
INSULAlEO
JV JEG TP 4/2007
14 GAUGE TOTING I
i
ELECTRICAL
1 WIRF TO SERVICE
o
I
LINE FROM
-jr ELECTRICAL
BOX
INSTALL M 3/4• EY CONDUIT SEA TONING MRE - '.NSTALL
UNDER HOUSE
PANEL
CONDUIT
RISER - - ELECTRICAL CONDUI- T IN RISER
TO STEP
_
- --
V -1
TANK
_
j- -FOCTING /STEM
TO STEP —
TANK
WALL
TANK TO RISER
E WALL
(ONTRCL
STAINLESS STEEL TWO
HOLE STRAPS AS
REWIRED TO SECURE
CONDUIT TO WALL
Lam_ EXISTING GROUND
r -
` I TO STEP TANK
USE 1' UNION TO CONNEC- TESTING "IOERGLA55 LID
U5
CITY OF YELM
-LOCATION OTHER THAN GARAGE
DEPT. OF PUBLIC WORKS
WALL OR REMOTE POST WILL
BE CONSIDERED ON A CASE
TYPICAL PUMP CONTROL
BY CASE BASIS.
PANEL INSTALLATION
AND NEOPPENE GASKET
1a' MN RISER NFIGHT TYPICAL M, - -I
ON EXISTING HOUSE
ALL NON — TRAFFIC BEARING TANKS \ I• LIA.PVC HOSE AN
v11 ASSEMBLY
PPR
DWG. NO,
2. THE OWNER WLL REVIEW TOLERANCES IN EXCESS DF DEPT. OF PUBLIC WORKS
- YPICAL SIMPL--X STEP
7-5
PUBLIC WORKS DIRECTOR DATE
BALL VALVE
LEAVE SUfFIGIENT �AS
2400 GA'.
WINE TO ALLOW FOR S SHOWN, BALL VALVE
PUMP REMOVAL I
TANK INSTALLATION
DATE
WATER
JY
LEG
TP
4/2007
USE 1' UNION TO CONNEC- TESTING "IOERGLA55 LID
U5
1500 GAL
ON All TANKS LARGER THAN 1500 GALLONS
THE LENGTH OF THE DOWN TURNED INLET PIPE
WILL BE DETERMINED BY THE YELM SEWER DEPT.
APARATUS FUN PRESSURE 1ES1MG SERWGE WTN SLASS
STEE:
THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007.
60'
ALL STEP TANKS SHALL BE H -20 LOAD RATED TANKS.
_..... ...
AND NEOPPENE GASKET
1a' MN RISER NFIGHT TYPICAL M, - -I
50
ALL NON — TRAFFIC BEARING TANKS \ I• LIA.PVC HOSE AN
v11 ASSEMBLY
DEPT. OF PUBLIC WORKS
THIS POLICY S-IALL TAKE EFFECT ON MAY 31, 2007.
2. THE OWNER WLL REVIEW TOLERANCES IN EXCESS DF DEPT. OF PUBLIC WORKS
- YPICAL SIMPL--X STEP
DIMENSIONS SHOWN. G
BALL VALVE
LEAVE SUfFIGIENT �AS
2400 GA'.
WINE TO ALLOW FOR S SHOWN, BALL VALVE
PUMP REMOVAL I
TANK INSTALLATION
MANUFACTURER'S RECOMMENDATION
WATER
TGH7 LID
SHALL EE WITH 12' BELOW
LL
ELECTRICAL SPLICE BDX MTy CORD GRIPS _ID
FLOATS AND ONE PUMP. THE SECOND VAULT /PUMP TANK
FM15HED
GRADE
CON -AINS TWO PUMPS. __ - -_. _-
NON
ALL COHRINK BUS SHALE BE MADE WITH
HEM- SHRINK BVn CONNECTORS
OR PVC 3p' CIA. RIBREO PVC
CONCRETE TANK
21 '0 MIN.PVC RISER
MTH WATER RIGHT
PUMP VAULT RISER
THREE RISERS AND LIDS. 1 W 7-11
FI;BLIC WORKS DIRECTOR DATE
21' 24'
SLOPE GROUND AWAY FROM RISER- RISER WTH NEOPRENE
RISER W /LID cROUMErs
, \ '
i
LID---- -f
PJBUC WORKS DIRECTOR DATE
I iq GAUGE TONING
14 GAUGE OF t0' 'ROM TOP OF RISER TO LC
INSULAlEO
JV JEG TP 4/2007
14 GAUGE TOTING I
1 WIRF TO SERVICE
CTRICAL CONDUIT -
TOHM6 WIRE -
_
WRE TO SS COQ -�
BOX
INSTALL M 3/4• EY CONDUIT SEA TONING MRE - '.NSTALL
1
RISER - - ELECTRICAL CONDUI- T IN RISER
POWER —
ur,WENT DISCHARGE
- --
V -1
I j
2 PART USE ORCND
STAND
I I
TANK TO RISER
TEE 2 -PART EPDXY, USE
ORENC0 RISER TANK
L'
I
i I
ADAPTER FOR
CONCRETE TANKS
I I
!
4'WI ORIFICE I
UO' ADAPTOR FOR CONCRETE
ALARM TANKS
LEVEL 3.5
ry
I
PUMP ASSEMBLY, SEE
U
I I
Z. N0. . B
m 15 F BOAT
n'
C
1
OFf BY C'.T„ OF YEW
1 - --- REOI A NDANT ASSEE MBLY AS SET
1
V -2
1 I
`-BAFFLE
4.P „IE-1/4' INLET
(NOTE 1)
RO
I11 DS AROUND
ORIFICE PERIMETER OF VAULT
'..
$ 4' DIA. PVC ROW
1
MDUCER
2 3 VOLUME
I 1 L3 VOLUME
PVf; flK)IUBE
0 G
6" MIN
BEDDING
AFFLE 0S
I
M PUMP
PER
CITY
OF YELM RED.
vaRlEs
THE MATERIAL FOR DUPLEX, TRIPLEX, AND CLASS 1 DIOSIDN I S.U. PCWEH CADLE AND
!NSTA.LATICNS WILL VARY. THE CONTRACTOR SHA-L MEET THE 1/a' BY -"'S ."ICE
'NIENT OF THE INSTALLATION REQUIREMENTS SHOWN IN THE M THE DISCHARGE NEAO
TYFLµ IN' ARd
1500 GAL
ON All TANKS LARGER THAN 1500 GALLONS
THE LENGTH OF THE DOWN TURNED INLET PIPE
WILL BE DETERMINED BY THE YELM SEWER DEPT.
ALL STEP TANKS SHALL BE H -20 LOAD RATED TAN S
THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007.
60'
NOTES'.-
I. DELETE BAFF'.E FOR A 3000 GALLON TANK UTILIZED
_..... ...
CITY OF YELM
50
AS A TRIPLEX PUMP VAULT. CIT" OF YELM
DEPT. OF PUBLIC WORKS
V -I
2. THE OWNER WLL REVIEW TOLERANCES IN EXCESS DF DEPT. OF PUBLIC WORKS
- YPICAL SIMPL--X STEP
DIMENSIONS SHOWN. G
1100 GAL
2400 GA'.
3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS 50 0, 3000, 4500 GALLON
TANK INSTALLATION
MANUFACTURER'S RECOMMENDATION
AND TWO COMPLETE RISERS. ONE VAULT CONTAINS STEP TANK
WHICHEVER IS MORE STRINGENT.
FLOATS AND ONE PUMP. THE SECOND VAULT /PUMP TANK
DW6. N0.
CON -AINS TWO PUMPS. __ - -_. _-
\ DI�
7 -9
CONCRETE TANK
.qP` PROVED DWG. N0.
4. 4500 GALLON TANKS OR LARGER SHALL HAVE
Y
WORKS
PUBLIC WORKS DIRECTOR DATE
DES. OWN
THREE RISERS AND LIDS. 1 W 7-11
FI;BLIC WORKS DIRECTOR DATE
Jl' JEC ?P 4/2007
DES. WN. DATE
JY JEG TP 412007
TABLE FOR FEEDER WIRE RUN
WARE SIZE MAXIMUM DISTANCE
012 AWG COPPER 150 FEET
010 AWG COPPER 250 FEET
08 AWC COPPER 350 FEET
(SEE SPECIFICATIONS FOR ADDITIONAL NFDRMATION).
TD sLW 1 uuw
PU91MWl.
n rlXl sFnWlx Twyl
FROM POWER
SOURCE
NOTE:
PANEL SIZE MAY VARY
DEPENDING ON MANUFAWRER
DECAL - SEE
SPECIFICATIONS
-BOLD 1BPT.
LETTERING
PADLOCK WITH COMMON KEY
FURNISHED BY THE CITY
OF YELM
-ALARM 'JGHT AND
SILENCE BUTTON
1'C. 6 -012
TO STEP TANK - SIMPLEX
1.2 -C. 13 -012
TO STEP TANK - DUPLEX
1 "2'C. 17-012
TO STEP TANK - TRIPLEX
TYPICAL PUMP
CONTROL PANEL
APPROYEIL DWG. N0.
7-6
PUBLIC WORKS DIRECTOR DATE
DES. I DATE
JY LEG - TP 4/2007
FINISHED GRAOEJ
30'P RSET
ALARM HIGH LEVEL
LAG ON /OFT (4.5" DRAWDOWN ON TO OFF) 6' ON _ 6' I
(4.5- DRAWDOWN ON TO) LOW LEVEL ALARM 6'
REDUNDANT OFF
000
6' MIN. BEDDING
FLOAT SETTING VAULT
DIMENSIONS FOR A
DUPLEX PUMP VAULT
APP` DWG. N0.
PUBLIC WORKS DIRECTOR OATS 7-14
DAN U DATE
JY JEG TP 4/2007
IW„ER , r
H1NSf j"_ �ntno�RwsAi
Y��N2DiAL / 4RWCE RDKfS ( OP �)
1 / — � ENSTWC 4vnuxJ —
MM M<SPA -1 111-T
SfMDP{T REP 4�PRC YREfl
'W D° STCP TAw
2% SiDPF) TO�IAr)4<
rm
TENTED Cq.RNG OR - '—'�-_
TAPRD:ED E]unL
mR�rei •WU � t
TYPICAL
CONNECTION
p DWG
RIMIER rn
„wsi 2 �T+� IuLOrPROIEtrze (�(iAr'`sils
Y -O- _.LL MOUP�E 5[Ra¢ pMD%[AS (CM;M�OP )RCR)
vn;A. <oPPaR TORAID NaIE
�P ax ANgMD ncAwuT
�� REP t' PW 4REN
z1�� sioPe) o wN)
NIX BAFFiF.
RAH. can WP DR " ---- -_
AoOp�DLEC CW �
IYPICAL
CONNECTION
rw.
NATIVE OR SELECT
1500 GAL
3000 CAL
4500 GAL
0 -1 (2
60'
72'
72'
D -3 2
50
62
62'
V -I
400 GAL
60G GAL
V -2
1100 GAL
2400 GA'.
INSTALL TANKS AS PER DETAIL OR
TABLE FOR FEEDER WIRE RUN
WARE SIZE MAXIMUM DISTANCE
012 AWG COPPER 150 FEET
010 AWG COPPER 250 FEET
08 AWC COPPER 350 FEET
(SEE SPECIFICATIONS FOR ADDITIONAL NFDRMATION).
TD sLW 1 uuw
PU91MWl.
n rlXl sFnWlx Twyl
FROM POWER
SOURCE
NOTE:
PANEL SIZE MAY VARY
DEPENDING ON MANUFAWRER
DECAL - SEE
SPECIFICATIONS
-BOLD 1BPT.
LETTERING
PADLOCK WITH COMMON KEY
FURNISHED BY THE CITY
OF YELM
-ALARM 'JGHT AND
SILENCE BUTTON
1'C. 6 -012
TO STEP TANK - SIMPLEX
1.2 -C. 13 -012
TO STEP TANK - DUPLEX
1 "2'C. 17-012
TO STEP TANK - TRIPLEX
TYPICAL PUMP
CONTROL PANEL
APPROYEIL DWG. N0.
7-6
PUBLIC WORKS DIRECTOR DATE
DES. I DATE
JY LEG - TP 4/2007
FINISHED GRAOEJ
30'P RSET
ALARM HIGH LEVEL
LAG ON /OFT (4.5" DRAWDOWN ON TO OFF) 6' ON _ 6' I
(4.5- DRAWDOWN ON TO) LOW LEVEL ALARM 6'
REDUNDANT OFF
000
6' MIN. BEDDING
FLOAT SETTING VAULT
DIMENSIONS FOR A
DUPLEX PUMP VAULT
APP` DWG. N0.
PUBLIC WORKS DIRECTOR OATS 7-14
DAN U DATE
JY JEG TP 4/2007
IW„ER , r
H1NSf j"_ �ntno�RwsAi
Y��N2DiAL / 4RWCE RDKfS ( OP �)
1 / — � ENSTWC 4vnuxJ —
MM M<SPA -1 111-T
SfMDP{T REP 4�PRC YREfl
'W D° STCP TAw
2% SiDPF) TO�IAr)4<
rm
TENTED Cq.RNG OR - '—'�-_
TAPRD:ED E]unL
mR�rei •WU � t
TYPICAL
CONNECTION
p DWG
RIMIER rn
„wsi 2 �T+� IuLOrPROIEtrze (�(iAr'`sils
Y -O- _.LL MOUP�E 5[Ra¢ pMD%[AS (CM;M�OP )RCR)
vn;A. <oPPaR TORAID NaIE
�P ax ANgMD ncAwuT
�� REP t' PW 4REN
z1�� sioPe) o wN)
NIX BAFFiF.
RAH. can WP DR " ---- -_
AoOp�DLEC CW �
IYPICAL
CONNECTION
rw.
NATIVE OR SELECT
BACKFILL A5
DIRECTED BY `y' :. `•.,"
-.+L .,, :`3;
ENGINEER.
i
0 3
MIN.
o i
CIm
ro�
BEDDING MATERIAL FOR
RIGID PIPE SHALL BE SAND
INSTALL TANKS AS PER DETAIL OR
MANUFACTURER'S RECOMMENDATION
WHICHEVER IS MORE STRINGENT.
CITY OF YELM
DEPT. OF PUBLIC WORKS
CONCRETE TANK
BEDDING
APPROVED DWG. N0.
PJBUC WORKS DIRECTOR DATE
DES. DAN. A
JV JEG TP 4/2007
Z
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J" LLuj
z °mz
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~ N W
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W
Z �
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W m W
Uj W w
d � U
W
H-
En
QK9
DT -01
OF
FIBERGLASS LID
WITH STAINLESS STEEL
BOLTS AND NEOPRENE
GASKET
5' MIN (TIP)
Y ;I/4' ALL LIDS
7 MIN
FINIS 4 GRADE t
IYP. I SLOPE TO NAp
NATIVE�OPPER
GRADE TONING WIRE, 2' -0'
PVC RISER,
ORENCO SYSTEMS,
TAIL INTO RISER
I
INC., OR EQUAL
ORENCO TANK TO
RISER ADAPTOR
(FOR USE WITH NON- TRAFFIC BEARING TANKS)
NOTE:
RISER AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATIONS.
RISER AND UD SHALL BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS.
DEPT. OF PUBLIC WORKS
TYPICAL
RISER
A,- ROVED OWG. NO.
PUBL'C WORKS DIRECTOR DATE 7 -18
JY I JEG I TIP 1 4/2007
0
Y
�S
o�
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 REQUIRED 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
UTIUTIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE
UNDERGROUND LOCATE LINE 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.
B. 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 WITH 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 WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD) AS REQUIRED.
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 ME
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 REQUIRED 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' SWITCH 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 REWIRED. A 24 HOUR NOTICE TO THE SEWER DEPARTMENT
IS REQUIRED PRIOR TO THE INSPECTION.
ITEMS NEEDING INSPECTION ARE:
A) TANK INSTALLATION, IE;BEDDING AND LOCATION
B) TANK INFILTRATION, EXFlLTRATION 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 'BACK-UP GENERATORS FOR POWER OUTAGES
MUST HAVE ELECTRICAL SERVICE INSTALLED IN SUCH A MANNER THAT THE STEP SYSTEM WALL 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 WATH
Q
A TRANSFER SWITCH MODEL DT 323 URK AS MFG BY CUTLER HAMMER AND A MALE PLUG, MODEL 70530
MBWP 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.
z
6. ALL TRAFFIC BEARING SERVICE BOXES SHALL BE A MODEL MSBC 1324 -12 MFG. BY MID STATES PLASTICS
W o
BC SERIES.
2
U
7. ALL POSTS USED TO SUPPORT PUMP CONTROL PANELS MUST BE HOT DIPPED GALVANIZED UNISTRUT.
N s o
1M
8. ALL 'AIR RELEASE, VACUUM RELEASE AND COMBINATION AIR RELEASE /VACUUM RELEASE VALVES SHALL
Z U 3:,4
BE A MODEL D -021 COMBINATION AIR VALVE MINI SAAR SIZED ACCORDING TO THE MFG.
m
Q I m i
RECOMMENDATION PER PIPE SIZE.
' N 5 M °u
9. MINIMUM STEP TANK SIZE SHALL BE 1000 GALLONS
1111, J Z
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
a Q
TO THE INVERT ELEVATION OF THE INLET PIPE TO THE TANK.
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