Fillable City of Sumner reline Substantial Development Sho Permit (City of Sumner)

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City of Sumner reline Substantial Development Sho Permit (City of Sumner)

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City of Sumner
Sho
reline Substantial Development
Permit Application
(Please fill out ALL fields unless otherwise noted)
Supporting Materials Required:
Office Applicant - (please check off all applicable “applicant” boxes)
This Application Form and Checklist
Site Plan (1:40 scale - No site plan required for interior tenant improvements) 1 - Copy 8.5” x 11”
Vicinity map
Project zoning
Property line dimensions
All public and private roads, driveway access and all easements (specify type on or adjacent to the site)
Existing and proposed fire hydrant locations and all water main sizes; if no hydrants on site, distance to the
nearest hydrants
All major man-made features; drainage ditches, railroad tracks, etc.
Proposed building locations; setbacks from property lines and distance between structures proposed and
existing
Building dimensions including height and number of stories
Paved and parking areas including parking locations, maneuvering areas, loading areas, handicapped stalls,
walkways, etc
Type of construction
Proposed uses
Proposed landscaped areas
Outside storage areas, including type of surface and product to be stored
Proposed trash dumpster location
Proposed on-site utilities including sanitary sewer, storm drainage, water services (both domestic fire irrigation)
Type of detention/retention system and treatment for stormwater
Environmental constraints identified and delineated
Is the project in a flood zone? What is the base flood elevation?
APP
LICATION CONTINUED ON PAGE 2
Site/Project Address (if available): Par
cel #:
Owner: Phone: Email:
Owner Address: City: State: Zip:
Surveyor/Engineer/Contractor: Phone: Contractor License Number:
Address: Email: City: State: Zip:
Contact Person: Phone: Fax:
Contact Address: Email: City: State: Zip:
Description of Project:
File Number: __________________________
Community Development
1104 Maple Street, Suite 250
Sumner, WA 98390
Tel. (253)299-5530 Fax: (253)299-5539
www.ci.sumner.wa.us
Near Cherry Street and SR 410
425000-1320, 425000-1300, 042025-2023, 618000-0341, 616020-0010, 616020-0030,
616020-0010, 042025-2048, 906010-1111
City of Sumner
(253) 869-8300
tedh@ci.sumner.wa.us
1104 Maple Street
Sumner
WA
98390
TBD
Ted Hill
(253) 299-5703
1104 Maple Street Suite 260
tedh@ci.sumner.wa.us
Sumner
WA
98390
✔
✔
City of Sumner
Shoreline Substantial Development
Perm
it Application
(Please fill out ALL fields unless otherwise noted)
PAGE 2
Supporting Materials Required:
Office Applicant - (please check off all applicable “Applicant” boxes)
Shoreline Diagrams 5 - Copy or 11” x 17”
Mailing list of all property owners within 500 ft, 1000 if project is in M1 zone 2 - Sets of labels
Landscape Plan 5 - Copy or Reduction 11” X 17”
Title Report 2 - Copy or Reduction 8.5” x 11”
Legal Description 2 - Copy or Reduction 8.5” x 11”
SEPA Checklist (Consult staff concerning fee) 5 - Copy or Reduction 8.5” x 11”
Elevations (Design Review Required– please consult Planning staff) 5 - Copies- 11” x 17”
Permit fee (Please consult the Permit Specialist for the fee amount)
NOTES:
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL
PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN
OR NOT.
**BY LEAVING THE CONTRACTOR INFORMATION SECTION BLANK, I HEREBY CERTIFY FURTHER THAT CONTRACTORS (GENERAL OR
SUBCONTRACTORS) WILL NOT BE HIRED TO PERFORM ANY WORK IN ASSOCIATION WITH THIS PERMIT. (building permits only)
_______________________________________________________ ______________________________________________ DATE: ______/_____/_____
SIGNATURE OF OWNER / AUTHORIZED AGENT PRINTED NAME
Community Development
1104 Maple Street, Suite 250
Sumner, WA 98390
Tel. (253)299-5530 Fax: (253)299-5539
www.ci.sumner.wa.us
✔
✔
click to sign
signature
click to edit
Cherry Street Pump Station
Disclaimer: The map features are approximate and are intended only to provide an indication of said feature. Additional areas that have not been mapped
may be present. This is not a survey. The County assumes no liability for variations ascertained by actual survey. ALL DATA IS EXPRESSLY PROVIDED 'AS
IS' AND 'WITH ALL FAULTS'. The County makes no warranty of fitness for a particular purpose. 2014/11/04
Scale:
One Inch at Full Scale
No. Revision Date By App'd
Drawn:
Approved:
Checked:
Designed:
Scale Accordingly
If Not One Inch
Drawing:
Sheet:
File:
Date:
of
January 2015
COPYRIGHT © 2015 BHC CONSULTANTS, L LC. ALL RIGHTS RESERVED
CHERRY STREET PUMP STATION #7 AND FORCE MAIN UPGRADE
X
1-800-424-5555
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
City of Sumner
Public Works Department
1104 Maple Street, Suite 260
Sumner, WA 98390
253-299-5700 FAX 253-299-5539
49545
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BHC Consultants, LLC
950 Pacific Avenue, Suite 710
Tacoma, Washington 98402
253.344.5084
253.244.7165 (fax)
www.bhcconsultants.com
D-1
X X
P14-10347_D-1
EXISTING PUMP STATION
SITE AND DEMOLITION PLAN
1" = 5'-0"
T. Whitehouse, P.E.
P. Simon
A. Schuyler, P.E.
NOTES:
1. SURVEY CONTROL NUMBERS & , SEE DWG G-4.
2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE; TAKEN FROM
UTILITY LOCATE MARKINGS AND/OR AVAILABLE RECORD INFORMATION. EXACT
LOCATION AND DEPTH OF UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR
PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL DAMAGES CAUSED DUE TO FAILURE TO LOCATE AND
PRESERVE EXISTING UTILITIES.
3. DEMOLITION OF EXISTING PUMP STATION FACILITIES SHALL OCCUR ONLY AFTER
THE NEW PUMP STATION IS INSTALLED, TESTED, PLACED INTO OPERATION, AND
ACCEPTED, UNLESS OTHERWISE APPROVED BY THE CITY.
4. SEE SPECIFICATION SECTION 02050 FOR ADDITIONAL DEMOLITION AND SALVAGE
REQUIREMENTS.
5. SEE SPECIFICATION SECTION 01014 FOR CONSTRUCTION SEQUENCING AND
CONSTRAINTS.
6. PROTECT EXISTING UTILITIES, STRUCTURES, FACILITIES, TREES, ETC. UNLESS
OTHERWISE INDICATED.
7. BACKFILL AND COMPACT WITH CSTC ALL VOIDS FROM DEMOLITION ACTIVITIES
UNLESS OTHERWISE INDICATED, MATCH EXISTING GRADE.
8. MAINTAIN ACCESS TO EXISTING PUMP STATION AND SITE FACILITIES FOR CITY
STAFF AT ALL TIMES DURING CONSTRUCTION.
9. CONTRACTOR SHALL ESTABLISH LIMITS OF EXISTING ROW AS REQUIRED TO
ENSURE LIMITS OF CONSTRUCTION ARE WITHIN CITY PROPERTY LIMITS.
#
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CONSTRUCTION NOTES:
DECOMMISSION AND REMOVE PUMP STATION MECHANICAL, ELECTRICAL, AND
MISCELLANEOUS EQUIPMENT FROM DRY WELL. REMOVE CONC PAD AT GRADE
AND STEEL ACCESS SHAFT TO 3 FEET BELOW GRADE. DRILL MINIMUM TWENTY
(20) 1-INCH DIAMETER HOLES COMPLETELY THROUGH FLOOR AND BASE SLAB OF
STRUCTURE, EVENLY SPACE. FILL STRUCTURE TO 3 FEET BELOW EX GRADE WITH
APPROXIMATE 15 CY OF DRAIN ROCK. PLACE SOIL STABILIZATION GEOTEXTILE
AND BACKFILL AND COMPACT REMAINING WITH CSTC, MATCH EXISTING GRADE.
REMOVE STANDBY GENERATOR AND CONCRETE EQUIPMENT PAD.
REMOVE 7 FEET TALL CHAIN LINK FENCE, GATE, AND CONCRETE POST FOOTINGS.
PROVIDE TEMPORARY FENCING WITH ACCESS TO SECURE STANDBY GENERATOR
IF FENCING IS REMOVED DURING CONSTRUCTION OF NEW PUMP STATION
FACILITIES.
PLUG AND ABANDON PIPE ENTERING AND EXITING ABANDONED STRUCTURE WITH
CONCRETE.
REMOVE BURIED AND EXPOSED ELECT CONDUIT AND WIRE AND CONCRETE IF
ENCASED.
REMOVE PUMP STATION POWER/CONTROL PANEL AND SUPPORT STRUCTURE.
TEMPORARILY PLUG 8-INCH SEWER AND BYPASS SEWAGE FROM MANHOLE
LOCATED APPROXIMATE 80 FEET UPSTREAM TO NEWLY CONSTRUCTED PUMP
STATION WET WELL PER SPECIFICATION SECTION 01015.
REMOVE MISCELLANEOUS INSTRUMENTS, PIPING AND SUPPORTS. PATCH WALL
PENETRATIONS WITH GROUT. SEE CIVIL DRAWINGS FOR CONVERSION TO FLOW
THRU MANHOLE.
REMOVE CONDUIT AND WIRE AND CONCRETE IF ENCASED. SEE ELECTRICAL
DRAWINGS FOR POWER RE-ROUTING.
POTHOLE AND VERIFY DEPTH AND LOCATION OF EXISTING PIPE/STRUCTURE AND
NOTIFY THE ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION.
VERIFY INVERT ELEVATION OF EXISTING 8" SEWER PRIOR TO CONSTRUCTION OF
NEW PUMP STATION FACILITIES, NOTIFY ENGINEER OF ANY DISCREPANCIES. SEE
DETAIL 1/C-4 FOR REFERENCE.
11
EX 4"
CONC S
ABANDON
EX 8" AC FM
EX 30"
CONC S
EX 8" AC W
EX 1" PVC ELECT
CONDUIT
EX BONNEY LAKE FLOW
METERING FACILITY, BELOW
GRADE CONC VAULT
EX 1 1/2" PVC
ELECT CONDUIT
EX BONNEY LAKE FLOW
MONITORING FACILITY BLDG
EX 2" PVC ELECT
CONDUIT W/ 5/8"
SAMPLE TUBE
INSIDE
EX PERMANENT
EASEMENT FOR
BONNEY LAKE
SEWER TRUNK
EX STANDBY
GENERATOR
EX MH
COVER
EX 30"
CONC S
10
9
10
10
10
5
EX
POWER
POLE
2
EX GRASS AREA
EX FENCE/GATE
3
EX 1" ELECT
CONDUIT
SILTATION
FENCE PER CITY
STD DETAIL
SD5-9, TYP
5
EX ELECT
CONDUIT
8
EX CONC
WET WELL
1
EX ABOVE
GROUND
ACCESS
HATCH
1
EX STEEL DRY
PIT PUMP STATION
4
TYP
EX
POWER
POLE
6
EX POWER/
CONTROL PANEL
7
EX 8" S
11
Cherry Street Pump Station
and Force Main Upgrades
Scale:
One Inch at Full Scale
No. Revision Date By App'd
Drawn:
Approved:
Checked:
Designed:
Scale Accordingly
If Not One Inch
Drawing:
Sheet:
File:
Date:
of
January 2015
COPYRIGHT © 2015 BHC CONSULTANTS, L LC. ALL RIGHTS RESERVED
CHERRY STREET PUMP STATION #7 AND FORCE MAIN UPGRADE
X
1-800-424-5555
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
City of Sumner
Public Works Department
1104 Maple Street, Suite 260
Sumner, WA 98390
253-299-5700 FAX 253-299-5539
49545
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BHC Consultants, LLC
950 Pacific Avenue, Suite 710
Tacoma, Washington 98402
253.344.5084
253.244.7165 (fax)
www.bhcconsultants.com
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D-2
X X
P14-10347_C-7-8-9
FORCE MAIN
DEMOLITION AND CLEARING PLAN
STA 1+00 TO 22+00
Horiz: 1" = 50'-0"
Vert: 1" = 5'-0"
T. Whitehouse, P.E.
P. Simon
A. Schuyler, P.E.
NOTES:
1. SURVEY CONTROL NUMBERS & , SEE DWG G-4.
2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE; TAKEN FROM UTILITY LOCATE
MARKINGS AND/OR AVAILABLE RECORD INFORMATION. EXACT LOCATION AND DEPTH OF UTILITIES
SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES CAUSED DUE TO FAILURE TO LOCATE
AND PRESERVE EXISTING UTILITIES.
3. SEE SPECIFICATION SECTION 02050 FOR ADDITIONAL DEMOLITION AND SALVAGE REQUIREMENTS.
4. SEE SPECIFICATION SECTION 01014 FOR CONSTRUCTION SEQUENCING AND CONSTRAINTS.
5. PROTECT EXISTING UTILITIES, STRUCTURES, FACILITIES, TREES, ETC. UNLESS OTHERWISE
INDICATED.
6. MAINTAIN ACCESS TO SUMNER WWTP AND STORM DRAINAGE FACILITIES FOR CITY STAFF AT ALL
TIMES DURING CONSTRUCTION.
7. CONTRACTOR SHALL ESTABLISH LIMITS OF EX ROW AS REQUIRED TO ENSURE LIMITS OF
CONSTRUCTION ARE WITHIN CITY PROPERTY LIMITS.
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CONSTRUCTION NOTES:
REMOVE 6 FOOT CHAIN LINK BARBWIRE FENCE AND REPLACE WITH TEMPORARY CHAIN LINK
BARBWIRE GATE TO BE USED DURING CONSTRUCTION. LOCK GATE WHEN NOT IN USE. REPLACE
FENCE TO MATCH EXISTING AT COMPLETION OF CONSTRUCTION.
CONTRACTOR SHALL ESTABLISH AND MAINTAIN LIMITS OF CONSTRUCTION BY INSTALLING
SILTATION FENCE PER CITY STANDARD DETAIL SD5-9. ALL WORK SHALL BE PERFORMED WITHIN
THESE LIMITS. SILTATION FENCE SHALL BE INSTALLED PRIOR TO ANY WORK WITHIN THE LIMITS
AND REMOVED ONLY DURING FINAL RESTORATION OF THE AREA. THE ENTIRE AREA WITHIN THE
ESTABLISHED LIMITS BY THE CONTRACTOR SHALL BE RESTORED AS NOTED ON THE CIVIL
DRAWINGS. ANY WORK, EQUIPMENT ACCESS, DISRUPTION, ETC. NECESSARY OUTSIDE THE
MAXIMUM NOTED LIMITS OF CONSTRUCTION SHALL BE APPROVED BY THE CITY. THE
CONTRACTOR SHALL RESTORE DISTURBED AREAS OUTSIDE THE LIMITS OF CONSTRUCTION TO
MATCH EXISTING CONDITIONS AND WILL NOT RECEIVE ADDITIONAL COMPENSATION FOR
RESTORATION OF THESE AREAS.
THE AREA WITHIN THE CONSTRUCTION LIMITS BETWEEN APPROXIMATE STA 14+15 AND 27+50
SHALL BE CLEARED, GRUBBED, CUT, FILLED, GRADED AND SHAPED TO THE SURFACE PROFILE
SHOWN ON THE CIVIL DRAWINGS.
INSTALL TEMPORARY CONSTRUCTION ACCESS PER CITY STANDARD DETAIL M-8.1/2 STARTING AT
EDGE OF ROW AND EXTENDING ONTO CITY PROPERTY.
TERMINATE SILTATION FENCE AT EDGE OF GRAVEL ROAD.
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0
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0
EX CITY OF
SUMNER WWTP
CONTRACTOR STAGING AREA,
COORDINATE LIMITS WITH CITY
CONSTRUCTION C/L,
TYP
1
2
CONSTRUCTION
ACCESS THRU
SUMNER
WWTP, COORD
ROUTE W/CITY
APPROX LIMITS OF
CONSTRUCTION,
25' MAX, TYP
2
1
2
10"±
TYP
15"±
TYP
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+
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0
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
1
4
+
0
0
1
5
+
0
0
1
6
+
0
0
1
7
+
0
0
1
8
+
0
0
1
9
+
0
0
2
0
+
0
0
2
1
+
0
0
2
2
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0
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R
4
1
0
1
0
0
'
-
0
"
3
4
5
PROTECT EX STORM
DRAINAGE FACILITIES
REMOVE TREE, TYP
E
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V
E
B
N
S
F
W
S
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4
1
0
CONSTRUCTION
ACCESS FROM SR 410
TYP
TYP
5
8
9
10
1
3
3
4
EX 30" CONC S
EX 42" CPP SD
APPROXIMATE
100 YEAR
FLOOD
ELEVATION
APPROXIMATE
100 YEAR FLOOD
ELEVATION
Cherry Street Pump Station
and Force Main Upgrades
Scale:
One Inch at Full Scale
No. Revision Date By App'd
Drawn:
Approved:
Checked:
Designed:
Scale Accordingly
If Not One Inch
Drawing:
Sheet:
File:
Date:
of
January 2015
COPYRIGHT © 2015 BHC CONSULTANTS, L LC. ALL RIGHTS RESERVED
CHERRY STREET PUMP STATION #7 AND FORCE MAIN UPGRADE
X
1-800-424-5555
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
City of Sumner
Public Works Department
1104 Maple Street, Suite 260
Sumner, WA 98390
253-299-5700 FAX 253-299-5539
49545
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BHC Consultants, LLC
950 Pacific Avenue, Suite 710
Tacoma, Washington 98402
253.344.5084
253.244.7165 (fax)
www.bhcconsultants.com
D-3
X X
P14-10347_D-2-3
FORCE MAIN
DEMOLITION AND CLEARING PLAN
STA 22+00 TO 32+50±
Horiz: 1" = 50'-0"
Vert: 1" = 5'-0"
T. Whitehouse, P.E.
P. Simon
A. Schuyler, P.E.
M
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NOTES:
1. SURVEY CONTROL NUMBERS & , SEE DRAWING G-4.
2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE; TAKEN FROM UTILITY LOCATE
MARKINGS AND/OR AVAILABLE RECORD INFORMATION. EXACT LOCATION AND DEPTH OF UTILITIES
SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES CAUSED DUE TO FAILURE TO LOCATE
AND PRESERVE EXISTING UTILITIES.
3. SEE SPECIFICATION SECTION 02050 FOR ADDITIONAL DEMOLITION AND SALVAGE REQUIREMENTS.
4. SEE SPECIFICATION SECTION 01014 FOR CONSTRUCTION SEQUENCING AND CONSTRAINTS.
5. PROTECT EXISTING UTILITIES, STRUCTURES, FACILITIES, TREES, ETC. UNLESS OTHERWISE
INDICATED.
6. MAINTAIN ACCESS TO EXISTING PUMP STATION AND SITE FACILITIES FOR CITY STAFF AT ALL TIMES
DURING CONSTRUCTION.
7. CONTRACTOR SHALL ESTABLISH LIMITS OF EX ROW AS REQUIRED TO ENSURE LIMITS OF
CONSTRUCTION ARE WITHIN CITY PROPERTY LIMITS.
CONSTRUCTION NOTES:
##
1
2
3
CONTRACTOR SHALL ESTABLISH AND MAINTAIN LIMITS OF CONSTRUCTION BY INSTALLING SILTATION
FENCE PER CITY STANDARD DETAIL SD5-9. ALL WORK SHALL BE PERFORMED WITHIN THESE LIMITS.
SILTATION FENCE SHALL BE INSTALLED PRIOR TO ANY WORK WITHIN THE LIMITS AND REMOVED ONLY
DURING FINAL RESTORATION OF THE AREA. THE ENTIRE AREA WITHIN THE ESTABLISHED LIMITS BY THE
CONTRACTOR SHALL BE RESTORED AS NOTED ON THE CIVIL DRAWINGS. ANY WORK, EQUIPMENT
ACCESS, DISRUPTION, ETC. NECESSARY OUTSIDE THE MAXIMUM NOTED LIMITS OF CONSTRUCTION
SHALL BE APPROVED BY THE CITY. THE CONTRACTOR SHALL RESTORE DISTURBED AREAS OUTSIDE
THE LIMITS OF CONSTRUCTION TO MATCH EXISTING CONDITIONS AND WILL NOT RECEIVE ADDITIONAL
COMPENSATION FOR RESTORATION OF THESE AREAS.
THE AREA WITHIN THE CONSTRUCTION LIMITS BETWEEN APPROXIMATE STA 14+15 AND 27+50 SHALL BE
CLEARED, GRUBBED, CUT, FILLED, GRADED AND SHAPED TO THE SURFACE PROFILE SHOWN ON THE
CIVIL DRAWINGS.
INSTALL TEMPORARY CONSTRUCTION ACCESS PER CITY STD DETAIL M-8.1/2 STARTING AT EDGE OF
ROW AND EXTENDING ONTO CITY PROPERTY.
2
2
+
0
0
2
3
+
0
0
2
4
+
0
0
2
5
+
0
0
2
6
+
0
0
2
7
+
0
0
2
8
+
0
0
2
9
+
0
0
3
0
+
0
0
3
1
+
0
0
3
2
+
0
0
3
3
+
0
0
SEE DWG D-1
S
R
4
1
0
W
S
D
O
T
10', TYP
EX PERMANENT
EASEMENT FOR
STORM DRAIN
APPROX LOCATION
6
7
REMOVE TREE, TYP
S
R
4
1
0
W
S
D
O
T
CONSTRUCTION
ACCESS FROM
SR 410
APPROX LIMITS OF
CONSTRUCTION,
25' MAX, TYP
TYP
7
6
4
2
1
3
5
15'±
TYP
10'±
TYP
EX SD
EX 30"
CONC S
CONSTRUCTION
C/L, TYP
APPROXIMATE
100 YEAR
FLOOD
ELEVATION
APPROXIMATE
100 YEAR
FLOOD
ELEVATION
APPROXIMATE
100 YEAR
FLOOD
ELEVATION
Cherry Street Pump Station
and Force Main Upgrades
Scale:
One Inch at Full Scale
No. Revision Date By App'd
Drawn:
Approved:
Checked:
Designed:
Scale Accordingly
If Not One Inch
Drawing:
Sheet:
File:
Date:
of
January 2015
COPYRIGHT © 2015 BHC CONSULTANTS, L LC. ALL RIGHTS RESERVED
CHERRY STREET PUMP STATION #7 AND FORCE MAIN UPGRADE
X
1-800-424-5555
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
City of Sumner
Public Works Department
1104 Maple Street, Suite 260
Sumner, WA 98390
253-299-5700 FAX 253-299-5539
49545
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BHC Consultants, LLC
950 Pacific Avenue, Suite 710
Tacoma, Washington 98402
253.344.5084
253.244.7165 (fax)
www.bhcconsultants.com
C-1
X X
P14-10347_PP
PUMP STATION
SITE PLAN
1" = 5'-0"
T. Whitehouse, P.E.
P. Simon
A. Schuyler, P.E.
NOTES:
1. SURVEY CONTROL NUMBERS & , SEE DRAWING G-4.
2. EXISTING LIFT STATION FACILITIES ARE SHOWN AS THEY SHALL REMAIN IN
SERVICE THROUGHOUT CONSTRUCTION. SEE DEMO DWGS FOR
DECOMMISSIONING, DEMOLITION AND ABANDONING OF EXISTING LIFT
STATION FACILITIES.
3. SEE SPEC SECTION 01014 FOR CONSTRUCTION SEQUENCING AND
CONSTRAINTS.
4. PIPE TRENCH SECTION PER DETAIL 1/C-11.
COORDINATE TABLE
PT NORTHING EASTING DESCRIPTION
1 683440.64 1207120.71
CENTER, WET WELL
2 683432.99 1207114.24
SW CORNER, WET WELL
3 683448.30 1207127.17
NE CORNER, WET WELL
4 683453.15 1207113.30
SW CORNER, VALVE VAULT
5 683460.86 1207125.36
NE CORNER, VALVE VAULT
6 683468.87 1207113.31
SW CORNER, FLOWMETER VAULT
7 683476.44 1207119.70
NE CORNER, FLOWMETER VAULT
8 683453.64 1207104.77
SW CORNER, GEN EQPT PAD
9 683440.27 1207100.88
NE CORNER, GEN EQPT PAD
#
#
#
CONSTRUCTION NOTES:
INSTALL WATER SERVICE CONNECTION PER CITY STANDARD DETAIL
W3-1. METER BOX AND LID SHALL BE TRAFFIC BEARING. FINAL
LOCATION AS DIRECTED BY CITY IN FIELD.
INSTALL RPBA PER DETAIL W3-8.1. PROTECTIVE COVERING SHALL
BE A HEATED, INSULATED, FLIP TOP, LOCKABLE FIBERGLASS
ENCLOSURE, 120V, SINGLE PHASE, HOT BOX, OR APPROVED EQUAL.
ENCLOSURE SHALL BE SIZED PER RPBA. INSTALL ON CONC PAD,
SIZE AS RECOMMENDED BY ENCLOSURE MFR. PROVIDE SCH 80 PVC
SLEEVES FOR PIPE THROUGH CONC PAD. FINAL LOCATION AS
DIRECTED BY CITY IN FIELD.
AT COMPLETION OF CONSTRUCTION, RESTORE ACCESS ROAD WITH
3 INCHES COMPACTED CSTC TO MATCH EXISTING GRADE. CUT,
REMOVE AND DISPOSE OF EXISTING GRAVEL/BASE MATERIAL AS
REQUIRED.
AT COMPLETION OF CONSTRUCTION, ALL DISTURBED GRASS AREAS
SHALL BE REMOVED TO THE SATISFACTION OF THE CITY, REPLACED
WITH 4 INCHES TOPSOIL AND HYDROSEEDED. FINISHED GRADE
SHALL MATCH EXISTING.
VERIFY INVERT ELEVATION OF EXISTING 8" SEWER PRIOR TO
CONSTRUCTION OF NEW PUMP STATION FACILITIES, NOTIFY
ENGINEER OF ANY DISCREPANCIES. SEE DETAIL 1/C-4 FOR
REFERENCE.
1
2
3
4
5
8" S
DI
8" FM
DI
EX 4"
CONC S
8" S
TYP
14" S
DI
EX 30" CONC S
EX 8" AC W
EX 1" PVC
ELECT
CONDUIT
EX BONNEY LAKE FLOW
METERING FACILITY,
BELOW GRADE CONC
VAULT
EX 1 1/2" PVC
ELECT CONDUIT
EX BONNEY LAKE FLOW
MONITORING FACILITY BLDG
EX 2" PVC
ELECT CONDUIT
W/ 5/8" SAMPLE
TUBE INSIDE
VALVE VAULT PLAN,
SEE DETAIL 1/C-3
WET WELL PLAN,
SEE DETAIL 1/C-2
EX MH
COVER
EX CONC
WET WELL
EX STEEL DRY PIT
PUMP STATION
MAIN POWER AND
CONTROL PANEL,
SEE ELECT DWGS
POWER/CONTROL TERMINAL
BOXES, SEE ELECT DWGS
STANDBY GENERATOR,
SEE ELECT DWGS
EX 30"
CONC S
CONVERT TO FLOW
THRU MANHOLE,
SEE DETAIL 1/C-4
10" S
DI
EX
POWER
POLE
STANDBY GENERATOR
FENCED ENCLOSURE,
SEE DETAIL 1/C-5
5' x 13' GENERATOR EQPT
PAD, SEE DETAIL 4/C-4
WET WELL VENT,
SEE DETAIL 2/C-4
4" V
PVC
EX
POWER
POLE
TYP
1" NPW
PE
3" D
CISP, TYP
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
FREEZELESS
YARD HYDRANT,
SEE DETAIL 3/C-4
1" W
PE
PIPE CROSSING,
SEE DETAIL 1/C-3
1
2
3
4
5
6
7
3
2
4
1
5
EX PERMANENT
EASEMENT FOR
BONNEY LAKE
SEWER TRUNK
8" AC FM
DI, TYP
9
8
EX STANDBY GENERATOR
FENCED ENCLOSURE, EX
GENERATOR NOT SHOWN
FOR CLARITY
EX POWER/CONTROL PANEL
EX 8" S
4
'
M
I
N
APPROXIMATE
100 YEAR FLOOD
ELEVATION
1
6
'
-
0
"
TYP
4
HATCH SWING DIRECTION, TYP
5
3" V
PVC
WET WELL VENT, SEE DETAIL 2/C-4
FLOWMETER
VAULT PLAN,
SEE DETAIL
1/C-3
ELECTRICAL EQUIPMENT FENCED
ENCLOSURE, SEE DETAIL 1/C-5
4
'
-
0
"
Cherry Street Pump Station
and Force Main Upgrades
Scale:
One Inch at Full Scale
No. Revision Date By App'd
Drawn:
Approved:
Checked:
Designed:
Scale Accordingly
If Not One Inch
Drawing:
Sheet:
File:
Date:
of
January 2015
COPYRIGHT © 2015 BHC CONSULTANTS, L LC. ALL RIGHTS RESERVED
CHERRY STREET PUMP STATION #7 AND FORCE MAIN UPGRADE
X
1-800-424-5555
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
City of Sumner
Public Works Department
1104 Maple Street, Suite 260
Sumner, WA 98390
253-299-5700 FAX 253-299-5539
49545
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BHC Consultants, LLC
950 Pacific Avenue, Suite 710
Tacoma, Washington 98402
253.344.5084
253.244.7165 (fax)
www.bhcconsultants.com
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S
T
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9
+
0
0
-
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G
C
-
8
MATCHLINE STA 9+00 - SEE DWG C-8
C-7
X X
P14-10347_C-7-8-9
FORCE MAIN
PLAN AND PROFILE
STA 1+00 TO 9+00
Horiz: 1" = 50'-0"
Vert: 1" = 5'-0"
T. Whitehouse, P.E.
P. Simon
A. Schuyler, P.E.
NOTES:
1. SURVEY CONTROL NUMBERS & , SEE DWG G-4.
2. LIMIT BEND RADIUS OF HDPE FORCE MAIN TO TWICE MFRS
ALLOWABLE MINIMUM BEND RADIUS.
##
CONSTRUCTION NOTES:
1
INSTALL FORCE MAIN WITH GENERAL SLOPE AS SHOWN
WITHOUT INTERMEDIATE SAGS OR HIGH POINTS, EXCEPT
WHERE IDENTIFIED/APPROVED BY THE ENGINEER.
CONNECT TO EXISTING 10" DI FM WITH HDPE FLANGE
ADAPTER WITH BACKUP RING AND RFCA.
2
1
+
0
0
2
+
0
0
3
+
0
0
4
+
0
0
5
+
0
0
6
+
0
0
7
+
0
0
8
+
0
0
9
+
0
0
10" FM
CONNECT TO
EX 10" DI FM
STA 1+00
HDPE
EX 10" DI FM
BY OTHERS
EX CITY OF
SUMNER WWTP
2
1
APPROX LIMITS OF
CONSTRUCTION, TYP
2
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
9+0
30
35
40
45
50
55
60
65
70
30
35
40
45
50
55
60
65
70
EX / FINISHED
GRADE AT C/L
FORCE MAIN
HDPE
10" FM
3'-6" MIN,
TYP
EX 10" DI FM
BY OTHERS
HDPE
1
S
L
O
P
E
FORCE MAIN RESTORATION
STA 1+00 TO 5+50± PER DETAIL 2/C-11
FORCE MAIN RESTORATION
STA 5+50± TO 10+60± PER DETAIL 3/C-11
TRENCH SECTION PER DETAIL 1/C-11
2
Cherry Street Pump Station
and Force Main Upgrades
Scale:
One Inch at Full Scale
No. Revision Date By App'd
Drawn:
Approved:
Checked:
Designed:
Scale Accordingly
If Not One Inch
Drawing:
Sheet:
File:
Date:
of
January 2015
COPYRIGHT © 2015 BHC CONSULTANTS, L LC. ALL RIGHTS RESERVED
CHERRY STREET PUMP STATION #7 AND FORCE MAIN UPGRADE
X
1-800-424-5555
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
City of Sumner
Public Works Department
1104 Maple Street, Suite 260
Sumner, WA 98390
253-299-5700 FAX 253-299-5539
49545
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BHC Consultants, LLC
950 Pacific Avenue, Suite 710
Tacoma, Washington 98402
253.344.5084
253.244.7165 (fax)
www.bhcconsultants.com
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S
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9
+
0
0 -
S
E
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D
W
G
C
-
7
MATCHLINE STA 9+00 - SEE DWG C-7
C-8
X X
P14-10347_C-7-8-9
FORCE MAIN
PLAN AND PROFILE
STA 9+00 TO 22+00
Horiz: 1" = 50'-0"
Vert: 1" = 5'-0"
T. Whitehouse, P.E.
P. Simon
A. Schuyler, P.E.
NOTES:
1. SURVEY CONTROL NUMBERS & ,
SEE DWG G-4.
2. LIMIT BEND RADIUS OF HDPE FORCE MAIN
TO TWICE MFRS ALLOWABLE MINIMUM
BEND RADIUS.
M
A
T
C
H
L
I
N
E
S
T
A
2
2
+
0
0
-
S
E
E
D
W
G
C
-
9
MATCHLINE STA 22+00 - SEE DWG C-9
CONSTRUCTION NOTES:
1
GRAPHICAL PRESENTATION SHOWN FOR
ILLUSTRATION PURPOSES ONLY. ACTUAL
LOCATION AND SIZE TO BE DETERMINED
BY CONTRACTOR.
INSTALL FORCE MAIN WITH GENERAL
SLOPE AS SHOWN WITHOUT
INTERMEDIATE SAGS OR HIGH POINTS,
EXCEPT WHERE IDENTIFIED/APPROVED
BY THE ENGINEER.
FINAL LOCATION OF MH COVER AS
DIRECTED BY THE CITY IN THE FIELD.
#
#
2
3
00
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
22+
30
35
40
45
50
55
60
65
70
30
35
40
45
50
55
60
65
70
EX GRADE AT
C/L FORCE MAIN
EX G
EX 12" CONC SD
IE 61.21±
EX W, DEPTH
UNKNOWN
EX 12" CONC SD
IE 61.48±
EX RR
TRACKS (2)
EX FO
DEPTH
UNKNOWN
EX GUY WIRES (4)
EX 42" CPP SD CULVERT
IE 37.7±
24" DIA
STEEL
CASING
HDPE
10" FM
BNSF ROW
BNSF ROW
HDPE
3'-6"
MIN,
TYP
1'-0" CLR
3'-6"± TO
TOP OF
CASING
RECEIVING PIT
1
JACKING PIT
1
EX / FINISHED
GRADE AT C/L
FORCE MAIN
CASING VENT PER
DETAIL PER 2/C-10,
TYP EA END
SEE DETAIL 3/C-10,
TYP EA END
MATCH EX
GRADE
2
APPROX FINISHED
GRADE AT C/L
FORCE MAIN
MATCH
EX
GRADE
MATCH
EX
GRADE
2" SEWAGE CAV
ASSEMBLY
S
L
O
P
E
FORCE MAIN RESTORATION
STA 14+20± TO 27+50± PER DETAIL 4/C-11
TRENCH SECTION PER DETAIL 1/C-11
365± LF JACK AND BORE
SEE SPEC SECTION 02500
TRENCH SECTION
PER DETAIL 1/C-11
FORCE MAIN RESTORATION
STA 5+50± TO 10+60±
PER DETAIL 3/C-11
4" BLOW-OFF
ASSEMBLY
SLOPE TO
BLOWOFF
9
+
0
0
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
1
4
+
0
0
1
5
+
0
0
1
6
+
0
0
1
7
+
0
0
1
8
+
0
0
1
9
+
0
0
2
0
+
0
0
2
1
+
0
0
2
2
+
0
0
E
M
A
I
N
A
V
E
B
N
S
F
10" FM
10" FM
HDPE
HDPE
W
S
D
O
T
S
R
4
1
0
RECEIVING PIT1
1
0
0
'
-
0
"
1
5
'
-
0
"
±
JACKING PIT
1
5
4
3
APPROX LIMITS OF
CONSTRUCTION, TYP
3
1
10
9
8
APPROXIMATE
100 YEAR
FLOOD
ELEVATION
APPROXIMATE
100 YEAR
FLOOD
ELEVATION
2" SEWAGE CAV
ASSEMBLY PER
DETAIL 1/C-10
STA 20+24, 10' RT
EX 30" CONC S
EX 42"
CPP SD
4" BLOW-OFF
ASSEMBLY AT
LOW PT PER
DETAIL 4/C-10
STA 20+92±, 10' RT
3
3
Cherry Street Pump Station
and Force Main Upgrades
Scale:
One Inch at Full Scale
No. Revision Date By App'd
Drawn:
Approved:
Checked:
Designed:
Scale Accordingly
If Not One Inch
Drawing:
Sheet:
File:
Date:
of
January 2015
COPYRIGHT © 2015 BHC CONSULTANTS, L LC. ALL RIGHTS RESERVED
CHERRY STREET PUMP STATION #7 AND FORCE MAIN UPGRADE
X
1-800-424-5555
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
City of Sumner
Public Works Department
1104 Maple Street, Suite 260
Sumner, WA 98390
253-299-5700 FAX 253-299-5539
49545
S
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37386
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BHC Consultants, LLC
950 Pacific Avenue, Suite 710
Tacoma, Washington 98402
253.344.5084
253.244.7165 (fax)
www.bhcconsultants.com
MATCHLINE STA 22+00 - SEE DWG C-8
C-9
X X
P14-10347_C-7-8-9
FORCE MAIN
PLAN AND PROFILE
STA 22+00 TO 32+50±
Horiz: 1" = 50'-0"
Vert: 1" = 5'-0"
T. Whitehouse, P.E.
P. Simon
A. Schuyler, P.E.
M
A
T
C
H
L
I
N
E
S
T
A
2
2
+
0
0
-
S
E
E
D
W
G
C
-
8
NOTES:
1. SURVEY CONTROL NUMBERS & ,
SEE DWG G-4.
2. LIMIT BEND RADIUS OF HDPE FORCE MAIN TO
TWICE MFRS ALLOWABLE MINIMUM BEND
RADIUS.
##
CONSTRUCTION NOTES:
1
INSTALL FORCE MAIN WITH GENERAL
SLOPE AS SHOWN WITHOUT
INTERMEDIATE SAGS OR HIGH POINTS,
EXCEPT WHERE IDENTIFIED/APPROVED
BY THE ENGINEER.
+00
23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00
30
35
40
45
50
55
60
65
70
30
35
40
45
50
55
60
65
70
EX GRADE AT
C/L FORCE MAIN
EX 30" CONC SS
IE 46.2±
HDPE
10" FM
SEE DWGS C-1
AND C-3
FOR CONT
HDPE
3'-6"
MIN,
TYP
1'-6" MIN
EX SD, SIZE AND DEPTH
UNKNOWN
MATCH
EX
GRADE
APPROX FINISHED
GRADE AT C/L
FORCE MAIN
MATCH
EX
GRADE
1
S
L
O
P
E
FORCE MAIN RESTORATION
STA 14+20± TO 27+50± PER DETAIL 4/C-11
SEE DWG C-1
FOR RESTORATION
REQUIREMENTS
FORCE MAIN RESTORATION
STA 27+50± TO 32+50± PER DETAIL 3/C-11
TRENCH SECTION PER DETAIL 1/C-11
2
2
+
0
0
2
3
+
0
0
2
4
+
0
0
2
5
+
0
0
2
6
+
0
0
2
7
+
0
0
2
8
+
0
0
2
9
+
0
0
3
0
+
0
0
3
1
+
0
0
3
2
+
0
0
3
3
+
0
0
SEE DWG C-1
S
R
4
1
0
W
S
D
O
T
10" FM
HDPE
10', TYP
10', TYP
EX PERMANENT
EASEMENT FOR
STORM DRAIN
APPROX LOCATION
6
7
PIGGING VAULT
PLAN, SEE
DETAIL 2/C-3
APPROX LIMITS OF
CONSTRUCTION, TYP
7
6
4
5
APPROXIMATE
100 YEAR
FLOOD
ELEVATION
APPROXIMATE
100 YEAR
FLOOD
ELEVATION
APPROXIMATE
100 YEAR
FLOOD
ELEVATION
EX SD
EX 30" CONC S
Cherry Street Pump Station
and Force Main Upgrades
Habitat Management Plan
Cherry Street Pump Station #7
& Force Main Upgrades
City of Sumner, WA
Prepared By:
Widener & Associates
10108 32
nd
Ave W Ste. D
Everett, WA 98204
December 2014
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Contents
1.0 Introduction ...................................................................................................................................... 5
2.0 Project Description ............................................................................................................................ 5
3.0 Existing Environmental Conditions ................................................................................................. 11
4.0 Species and Habitat Presence ......................................................................................................... 11
4.1 Puyallup River ............................................................................................................................... 11
4.2 Floodplain ...................................................................................................................................... 12
4.3 Wetlands ....................................................................................................................................... 12
5.0 Project Effects on Fish and Wildlife Habitat ................................................................................... 12
6.0 Minimization and Mitigation Measures .......................................................................................... 12
6.1 Minimization/Avoidance for Temporary Impacts ................................................................... 12
6.2 Mitigation for permanent impacts.......................................................................................... 13
6.3 Monitoring and Maintenance ................................................................................................. 13
6.4 Performance Standards and Contingency Plan....................................................................... 13
7.0 Local Management Recommendations .............................................................................................. 13
8.0 Conclusion ........................................................................................................................................... 14
9.0 References ........................................................................................................................................... 15
Figure 1: Vicinity MapThis page left blank intentionally for printing purposes ............................................ 7
Figure 2: Project Area ................................................................................................................................... 9
Appendix A – Site Plans
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5
Habitat Management Plan
Cherry Street Pump Station
1.0 Introduction
This habitat management plan has been prepared for the Cherry Street Pump Station #7 and Force Main
Upgrade construction project (herein referenced as the Cherry Street Pump Station project or the
project) in accordance with Sumner Municipal Code (SMC) 16.56.080. The Code requires a management
plan for any proposed development within 1,000 feet of fish and wildlife habitat areas. These fish and
wildlife habitat include
1
:
A. Areas with which federally or state-listed endangered, threatened, or sensitive species of fish,
wildlife, or plants have a primary association;
B. Areas with habitats and species of local importance, including the following:
1. Areas with which state-listed monitor or candidate species or federally listed candidate species
have a primary association, and which, if altered, may reduce the likelihood that the species will
maintain and reproduce over the long term;
2. Special habitat areas which may provide specific habitats which certain animals and plants
require such as breeding habitat, winter range, and movement corridors;
C. Naturally occurring ponds under 20 acres and their submerged aquatic beds that provide fish and
wildlife habitat;
D. Waters of the state, including all water bodies classified by the Washington State Department of
Natural Resources water typing classification system as detailed in WAC 222-16-031;
E. Lakes, ponds, streams, and rivers planted with game fish by a governmental or tribal entity;
F. State natural area preserves and natural resource conservation areas. (Ord. 2071 § 34, 2003: Ord.
1546 § 1 (part), 1992)
As the proposed project will occur over the White River, a water of the state, a habitat management
plan is required.
2.0 Project Description
The Cherry Street Pump Station project proposes to upgrade the pump station adjacent to and south of
SR410, at 70
th
St Ct E and directly across from Cherry Street. The existing structure’s subgrade dry well
will be abandoned. The wet well inlet/outlet will be reconfigured, and a new 12-foot diameter wet well
submersible pump station will be constructed. The forcemain leading to the waste water treatment
plant located at the junction of the Puyallup and White Rivers will be upgraded to a 10-inch diameter
1
SMC 16.56.050 http://www.codepublishing.com/wa/sumner/
6
Habitat Management Plan
Cherry Street Pump Station
line (approximately 2,800 linear feet). The forcemain will be installed approximately 3 – 8 feet below
ground surface and will be directionally bored where it crosses the BNSF tracks and E Main Avenue.
Though the project will be within the 200-foot shoreline jurisdiction of the Puyallup River, no in-water or
above-water work will be required for this project. The forcemain will be installed approximately 120
feet north of the river, at its closest point. This work will require the removal of up to 30 deciduous
trees. They will used as large woody debris (LWD) or as other habitat features within the shoreline
where possible. Other project activities will involve final site restoration. This project is located in
Sections 23, 25, and 26 of Township 20 North and Range 4 East, refer to Figure 1. See Figure 2 for
alignment location and project plans (Appendix A) for more details.
±
0 500 1,000 1,500 2,000
Feet
Figure 1: Vicinity Map
Cherry Street Pump Station and Forcemain Upgrades
Sumner
8
Habitat Management Plan
Cherry Street Pump Station
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Figure 2: Project Area Map
Cherry Street Pump Station and Forcemain Upgrades
Cherry St
¬
«
410
E Main Ave
Waste Water
Treatment Plant
Puyallup River
White River
BNSF
70th St Ct E
±
0 250 500 750 1,000
Feet
10
Habitat Management Plan
Cherry Street Pump Station
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11
Habitat Management Plan
Cherry Street Pump Station
3.0 Existing Environmental Conditions
The project is located on the north side of the Puyallup River, near approximately river mile (RM) 10.5.
The project alignment is located between the river and SR410. The river runs northwestward along the
project area. Surrounding areas are zoned as low density residential (8.5 and 12) according to the City of
Sumner zoning map.
The pipe alignment is situated at the top of the bank of the Puyallup River. Soils in the area consist of
Pilchuck fine sand and Puyallup fine sandy loam, according to the Natural Resources Conservation
Service Web Soil Survey.
The river at this location is buffered by an approximate 150-foot buffer of deciduous trees (alder, cotton
wood, and willows).
4.0 Species and Habitat Presence
Habitat within 1,000 feet of the project area include the Puyallup River. There are no other waterbodies
(including wetlands) in the vicinity.
4.1 Puyallup River
The Puyallup River is within WRIA 10 and drains an area of approximately 1,065 square miles. It
originates from the Klapatche area and the Puyallup glacier on the southwest slopes of Mt. Rainier
(Kerwin 1999). The river adjacent to the project area flows in a northwesterly direction outletting into
Commencement Bay approximately 10.5 miles from the project area. Small segments of the Puyallup
River is listed on the Department of Ecology’s (DOE) List of Impaired Waterbodies as a Category 5 Water
for mercury and bacteria (DOE 2012). The segment in the project vicinity is not listed. The Puyallup River
Watershed has a Total Maximum Daily Load (TMDL) for fecal coliform.
Significant human alteration of the Puyallup River and surrounding habitat began in the late 1800’s with
major dredging activities of the lower Puyallup River. There was significant loss of estuarine
environment and function in Commencement Bay. In 1906, a major flood event caused a log jam on the
White River, diverting it into the Puyallup River basin. In the years following, major channel realignment,
bank stabilization, and diking projects were constructed in the lower Puyallup and by 1917, the Puyallup
River relocation project was complete (Kerwin 1999). Because of flood control efforts, habitat elements
such as large woody debris (LWD), habitat variety, refugia, and off channel habitat are virtually non-
existent in the lower Puyallup River.
A search of the Washington State Department of Fish and Wildlife (WDFW) Priority Habitat and Species
(PHS) and SalmonScape databases was conducted to identify the presence of habitats and species at the
site. Salmonid species documented to utilize the Puyallup River in the project vicinity include: Chinook
salmon, Coho, Chum, Pink, Bull Trout, and Steelhead trout (WDFW 2014a, b). Of these, Chinook, Bull
trout and Steelhead are listed under the Endangered Species Act. There no priority terrestrial habitats in
or near the project.
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4.2 Floodplain
The proposed project will be in portions of the 100-year floodplain of the Puyallup River (Sumner 2003).
As the project will replace existing facilities, it will not increase flood elevations compared to existing
conditions. There will be no net fill as a result of this project.
4.3 Wetlands
A search of the National Wetland Inventory and City maps was conducted. No wetlands were identified
within or near project limits. The project is located at the top of a steep bank leading down to the river
and there are no conditions for wetlands.
5.0 Project Effects on Fish and Wildlife Habitat
The proposed project will not require in-water work. All work will occur at least 100 feet landward of the
OHWM of the Puyallup River. Therefore, little to no impacts to the aquatic habitat are anticipated.
As the project will involve significant ground disturbing work, there is the potential of erosion and
sedimentation to occur. Silt fencing will be installed to prevent sediments from sloughing down the bank
where necessary.
The project will require approximately 1 acre of clearing. Up to 30 deciduous trees (alder and
cottonwood) will be removed for pump station and forcemain upgrades. These trees are far enough
from the river and do not contribute shade or leaf litter to the river. The project will not result in any
increases in impervious surfaces as it only involves replacement/installation of a pipeline and pump
station equipment.
6.0 Minimization and Mitigation Measures
6.1 Minimization/Avoidance for Temporary Impacts
During the course of the entire project, standard best management practices (BMPs) and other
minimization measures will be implemented prior to and maintained throughout construction in order
to avoid or reduce impact to fish and wildlife habitat. These BMPs include, but are not limited to:
Installation of appropriate sediment and erosion control devices where appropriate, including:
o Silt fence
o Straw wattle
o Hydroseeding
Limiting ground disturbance to the minimum amount necessary and marking clearing limits
with high visibility fencing.
Implementation of a spill prevention, control and countermeasures (SPCC) plan to ensure that
all potential contaminants are properly contained and handled.
Implementation of the stormwater pollution prevention plan (SWPPP) and monitoring
requirements in accordance with the NPDES permit.
Restoration of all temporarily impacted areas with native seed mixes and vegetation, as
appropriate.
Prevent materials, debris, and equipment from entering the water.
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Containing and properly disposing of all waste materials in accordance with federal, state, and
local laws.
6.2 Mitigation for permanent impacts
To mitigate for loss of vegetation, all disturbed areas will be seeded, mulched, and/or planted with
native woody species as appropriate. Removed trees will be replaced at a ratio of 3:1 and will include
the planting of coniferous trees such as Douglas fir (Pseudotsuga menziesii), Western Hemlock (Tsuga
heterophylla), and Western Red Cedar (Thuja plicata). They will be planted on 20-foot centers and
provided with a 3-foot bark ring. Other native woody vegetation will be installed such as snowberry
(Symphoricarpos albus), beaked hazelnut (Corylus cornuta), and red osier dogwood (Cornus sericea).
Removed trees will be kept on site and utilized as LWD along the shoreline as deemed suitable. This will
provide improved habitat conditions in the form of cover, pools, and prey sources. The installation of
LWD and native plantings will provide increased opportunity for LWD recruitment, natural shading,
organic litter input, bank stabilization, and habitat for small critters.
In addition, the clearing required for the project will result in the removal of any noxious weeds. This will
provide for additional area for riparian habitat plantings and restoration.
6.3 Monitoring and Maintenance
During construction, all established BMPs will be monitored for compliance with standards and
efficiency and be repaired as necessary. All planted areas will be regularly monitored post construction.
Plants will be inspected prior to installation to ensure quality for higher survival potential. Upon
completion, planted areas will be monitored for 10 years at years 1, 3, 5, 7, and 10. Monitoring will be
performed by a qualified biologist. Monitoring visits will include an assessment of any unnatural site
disturbance, areas of invasive species, photographs from established monitoring points, and a survey of
plant survival and aerial coverage.
6.4 Performance Standards and Contingency Plan
During the prescribed monitoring years, plants will be inspected for at least 80 percent survival during
years 1 – 3. By the final year, at least 80 percent aerial coverage will be required, or as determined by
the City. If monitoring indicates the planted areas are not meeting the performance standards, a
contingency plan will be developed to determine the problem and restore conditions to meet the
performance standards. Measures to restore conditions may include replanting, weed control, or
watering.
7.0 Local Management Recommendations
There are no known local management recommendations for the immediate project vicinity. The entire
Puyallup River Watershed, however, has a total maximum daily load (TMDL) and Water Quality
Improvement Plan (WQIP) issued for bacteria (fecal coliform (FC)) (DOE 2011). The WQIP indicated that
the mainstem Puyallup River had FC concentrations well below water quality standards during the wet
season but were generally elevated during the dry season. None of the sampling stations in the Puyallup
mainstem had FC concentrations above the state water quality criteria. One segment in the lower
Puyallup River mainstem is still listed as a Category 5 water for bacteria, however. There are a couple
segments of the mainstem Puyallup River that were previously listed as a Category 5 water for bacteria
14
prior to the 2012 assessment but have been downgraded to a Category 1 water during the 2012
assessment. The waterbodies that showed consistent exceedances of water quality criteria throughout
the watershed were smaller tributaries to the Puyallup River, namely Clarks Creek.
The WQIP provides recommended actions to reduce FC in various tributaries within the Puyallup
Watershed. These measures involve reducing the pathways that FC can enter the waterbodies such as
livestock with direct access to streams, poor manure management, failing or improperly constructed
septic systems, pet waste, and improperly treated sewage or other illicit discharges. Recommended
actions included:
Working with local landowners to identify FC sources and provide assistance to help remove
sources into stormwater conveyances
Conduct voluntary stewardship approaches to help remove and prevent FC sources from
stormwater conveyances
Focused stream and wetland buffer implementation
Trace and investigate sources of FC pollution from illicit connections or discharges and remove
them
Implement Livestock Management Ordinances and related policies
Implement pet waste reduction programs
The Puyallup River also has Category 5 listings for Mercury but does not have a TMDL for this parameter.
The Puyallup River also has an old TMDL for Biological Oxygen Demand (BOD) and Ammonia (issued in
1993). Ongoing water quality studies have been performed for these parameters. Waste load allocations
under this TMDL are geared towards municipal and industrial dischargers and fish hatcheries and this
project does not have the potential to affect this TMDL or other impairment parameters.
The proposed project does not involve activities that could directly contribute or result in an increase in
FC pollution or any other parameter that the Puyallup River is listed as a Category 5 water for. The
project will help improve the City’s sanitary sewer line achieve capacity for current and projected
growth in the area. The upgrades would also help prevent possible line breaks that may occur from an
older system. It thus may help prevent contamination to nearby waterbodies.
8.0 Conclusion
The proposed project is not anticipated to have an adverse impact on fish and wildlife habitat or any
sensitive species. This project will not involve any in-water or over-water work as all activities will occur
at least 100-feet landward of the OHWM. There are no sensitive terrestrial species known to occupy the
area within 1,000 feet of the project. Appropriate temporary sediment and erosion control BMPs and
construction measures will be implemented and maintained throughout construction to
minimize/prevent in direct impacts to the Puyallup River. There will be no impact to wetlands as there
are none in the project vicinity. All disturbed areas will be restored upon project completion. Habitat
value will be improved with the planting of native conifers and shrubs in the unimproved disturbed
areas and other areas in shoreline jurisdiction.
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9.0 References
DOE 2011. Department of Ecology. Puyallup River Watershed Fecal Coliform Total Maximum Daily Load.
Water Quality Improvement Report and Implementation Plan. June.
https://fortress.wa.gov/ecy/publications/publications/1110040.pdf
DOE 2012. Department of Ecology. Water Quality Assessment for Washington. Web mapping
application. Accessed November 5, 2014.
https://fortress.wa.gov/ecy/wqamapviewer/default.aspx?res=1536x864
Kerwin J. 1999. Salmon Habitat Limiting Factors Report for the Puyallup River Basin. July. Washington
Conservation Commission. Olympia, Washington.
Sumner 2003. City of Sumner Flood Hazard Area Map. Accessed November 10, 2014.
http://ci.sumner.wa.us/wp-content/uploads/2013/10/Flood_Hazard_Map.pdf
Sumner 2007. City of Sumner Wetland Inventory Map 2007. Accessed November 5, 2014.
http://www.ci.sumner.wa.us/Documents/Environmental%20Maps/Wetland_Map_2007.pdf
USFWS 2014. US Fish and Wildlife Service. National Wetlands Inventory. Wetlands Mapper application.
Accessed November 5, 2014. http://www.fws.gov/wetlands/Wetlands-Mapper.html.
WDFW 2014a. Washington Department of Fish and Wildlife. PHS on the Web. Priority Habitats and
Species web mapping application. Accessed November 6, 2014.
http://wdfw.wa.gov/mapping/phs/
WDFW 2014b. Washington Department of Fish and Wildlife. SalmonScape web mapping application.
Accessed November 6, 2014. http://wdfw.wa.gov/mapping/salmonscape/
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Appendix A: Site Plans
Scale:
One Inch at Full Scale
No. Revision Date By App'd
Drawn:
Approved:
Checked:
Designed:
Scale Accordingly
If Not One Inch
Drawing:
Sheet:
File:
Date:
of
January 2015
COPYRIGHT © 2015 BHC CONSULTANTS, L LC. ALL RIGHTS RESERVED
CHERRY STREET PUMP STATION #7 AND FORCE MAIN UPGRADE
X
1-800-424-5555
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
City of Sumner
Public Works Department
1104 Maple Street, Suite 260
Sumner, WA 98390
253-299-5700 FAX 253-299-5539
49545
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BHC Consultants, LLC
950 Pacific Avenue, Suite 710
Tacoma, Washington 98402
253.344.5084
253.244.7165 (fax)
www.bhcconsultants.com
D-1
X X
P14-10347_D-1
EXISTING PUMP STATION
SITE AND DEMOLITION PLAN
1" = 5'-0"
T. Whitehouse, P.E.
P. Simon
A. Schuyler, P.E.
NOTES:
1. SURVEY CONTROL NUMBERS & , SEE DWG G-4.
2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE; TAKEN FROM
UTILITY LOCATE MARKINGS AND/OR AVAILABLE RECORD INFORMATION. EXACT
LOCATION AND DEPTH OF UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR
PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL DAMAGES CAUSED DUE TO FAILURE TO LOCATE AND
PRESERVE EXISTING UTILITIES.
3. DEMOLITION OF EXISTING PUMP STATION FACILITIES SHALL OCCUR ONLY AFTER
THE NEW PUMP STATION IS INSTALLED, TESTED, PLACED INTO OPERATION, AND
ACCEPTED, UNLESS OTHERWISE APPROVED BY THE CITY.
4. SEE SPECIFICATION SECTION 02050 FOR ADDITIONAL DEMOLITION AND SALVAGE
REQUIREMENTS.
5. SEE SPECIFICATION SECTION 01014 FOR CONSTRUCTION SEQUENCING AND
CONSTRAINTS.
6. PROTECT EXISTING UTILITIES, STRUCTURES, FACILITIES, TREES, ETC. UNLESS
OTHERWISE INDICATED.
7. BACKFILL AND COMPACT WITH CSTC ALL VOIDS FROM DEMOLITION ACTIVITIES
UNLESS OTHERWISE INDICATED, MATCH EXISTING GRADE.
8. MAINTAIN ACCESS TO EXISTING PUMP STATION AND SITE FACILITIES FOR CITY
STAFF AT ALL TIMES DURING CONSTRUCTION.
9. CONTRACTOR SHALL ESTABLISH LIMITS OF EXISTING ROW AS REQUIRED TO
ENSURE LIMITS OF CONSTRUCTION ARE WITHIN CITY PROPERTY LIMITS.
#
#
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CONSTRUCTION NOTES:
DECOMMISSION AND REMOVE PUMP STATION MECHANICAL, ELECTRICAL, AND
MISCELLANEOUS EQUIPMENT FROM DRY WELL. REMOVE CONC PAD AT GRADE
AND STEEL ACCESS SHAFT TO 3 FEET BELOW GRADE. DRILL MINIMUM TWENTY
(20) 1-INCH DIAMETER HOLES COMPLETELY THROUGH FLOOR AND BASE SLAB OF
STRUCTURE, EVENLY SPACE. FILL STRUCTURE TO 3 FEET BELOW EX GRADE WITH
APPROXIMATE 15 CY OF DRAIN ROCK. PLACE SOIL STABILIZATION GEOTEXTILE
AND BACKFILL AND COMPACT REMAINING WITH CSTC, MATCH EXISTING GRADE.
REMOVE STANDBY GENERATOR AND CONCRETE EQUIPMENT PAD.
REMOVE 7 FEET TALL CHAIN LINK FENCE, GATE, AND CONCRETE POST FOOTINGS.
PROVIDE TEMPORARY FENCING WITH ACCESS TO SECURE STANDBY GENERATOR
IF FENCING IS REMOVED DURING CONSTRUCTION OF NEW PUMP STATION
FACILITIES.
PLUG AND ABANDON PIPE ENTERING AND EXITING ABANDONED STRUCTURE WITH
CONCRETE.
REMOVE BURIED AND EXPOSED ELECT CONDUIT AND WIRE AND CONCRETE IF
ENCASED.
REMOVE PUMP STATION POWER/CONTROL PANEL AND SUPPORT STRUCTURE.
TEMPORARILY PLUG 8-INCH SEWER AND BYPASS SEWAGE FROM MANHOLE
LOCATED APPROXIMATE 80 FEET UPSTREAM TO NEWLY CONSTRUCTED PUMP
STATION WET WELL PER SPECIFICATION SECTION 01015.
REMOVE MISCELLANEOUS INSTRUMENTS, PIPING AND SUPPORTS. PATCH WALL
PENETRATIONS WITH GROUT. SEE CIVIL DRAWINGS FOR CONVERSION TO FLOW
THRU MANHOLE.
REMOVE CONDUIT AND WIRE AND CONCRETE IF ENCASED. SEE ELECTRICAL
DRAWINGS FOR POWER RE-ROUTING.
POTHOLE AND VERIFY DEPTH AND LOCATION OF EXISTING PIPE/STRUCTURE AND
NOTIFY THE ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION.
VERIFY INVERT ELEVATION OF EXISTING 8" SEWER PRIOR TO CONSTRUCTION OF
NEW PUMP STATION FACILITIES, NOTIFY ENGINEER OF ANY DISCREPANCIES. SEE
DETAIL 1/C-4 FOR REFERENCE.
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EX 4"
CONC S
ABANDON
EX 8" AC FM
EX 30"
CONC S
EX 8" AC W
EX 1" PVC ELECT
CONDUIT
EX BONNEY LAKE FLOW
METERING FACILITY, BELOW
GRADE CONC VAULT
EX 1 1/2" PVC
ELECT CONDUIT
EX BONNEY LAKE FLOW
MONITORING FACILITY BLDG
EX 2" PVC ELECT
CONDUIT W/ 5/8"
SAMPLE TUBE
INSIDE
EX PERMANENT
EASEMENT FOR
BONNEY LAKE
SEWER TRUNK
EX STANDBY
GENERATOR
EX MH
COVER
EX 30"
CONC S
10
9
10
10
10
5
EX
POWER
POLE
2
EX GRASS AREA
EX FENCE/GATE
3
EX 1" ELECT
CONDUIT
SILTATION
FENCE PER CITY
STD DETAIL
SD5-9, TYP
5
EX ELECT
CONDUIT
8
EX CONC
WET WELL
1
EX ABOVE
GROUND
ACCESS
HATCH
1
EX STEEL DRY
PIT PUMP STATION
4
TYP
EX
POWER
POLE
6
EX POWER/
CONTROL PANEL
7
EX 8" S
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Scale:
One Inch at Full Scale
No. Revision Date By App'd
Drawn:
Approved:
Checked:
Designed:
Scale Accordingly
If Not One Inch
Drawing:
Sheet:
File:
Date:
of
January 2015
COPYRIGHT © 2015 BHC CONSULTANTS, L LC. ALL RIGHTS RESERVED
CHERRY STREET PUMP STATION #7 AND FORCE MAIN UPGRADE
X
1-800-424-5555
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
City of Sumner
Public Works Department
1104 Maple Street, Suite 260
Sumner, WA 98390
253-299-5700 FAX 253-299-5539
49545
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BHC Consultants, LLC
950 Pacific Avenue, Suite 710
Tacoma, Washington 98402
253.344.5084
253.244.7165 (fax)
www.bhcconsultants.com
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P14-10347_C-7-8-9
FORCE MAIN
DEMOLITION AND CLEARING PLAN
STA 1+00 TO 22+00
Horiz: 1" = 50'-0"
Vert: 1" = 5'-0"
T. Whitehouse, P.E.
P. Simon
A. Schuyler, P.E.
NOTES:
1. SURVEY CONTROL NUMBERS & , SEE DWG G-4.
2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE; TAKEN FROM UTILITY LOCATE
MARKINGS AND/OR AVAILABLE RECORD INFORMATION. EXACT LOCATION AND DEPTH OF UTILITIES
SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES CAUSED DUE TO FAILURE TO LOCATE
AND PRESERVE EXISTING UTILITIES.
3. SEE SPECIFICATION SECTION 02050 FOR ADDITIONAL DEMOLITION AND SALVAGE REQUIREMENTS.
4. SEE SPECIFICATION SECTION 01014 FOR CONSTRUCTION SEQUENCING AND CONSTRAINTS.
5. PROTECT EXISTING UTILITIES, STRUCTURES, FACILITIES, TREES, ETC. UNLESS OTHERWISE
INDICATED.
6. MAINTAIN ACCESS TO SUMNER WWTP AND STORM DRAINAGE FACILITIES FOR CITY STAFF AT ALL
TIMES DURING CONSTRUCTION.
7. CONTRACTOR SHALL ESTABLISH LIMITS OF EX ROW AS REQUIRED TO ENSURE LIMITS OF
CONSTRUCTION ARE WITHIN CITY PROPERTY LIMITS.
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S
E
E
A
B
O
V
E
M
A
T
C
H
L
I
N
E
S
T
A
2
2
+
0
0
-
S
E
E
D
W
G
D
-
3
#
#
1
2
3
4
5
CONSTRUCTION NOTES:
REMOVE 6 FOOT CHAIN LINK BARBWIRE FENCE AND REPLACE WITH TEMPORARY CHAIN LINK
BARBWIRE GATE TO BE USED DURING CONSTRUCTION. LOCK GATE WHEN NOT IN USE. REPLACE
FENCE TO MATCH EXISTING AT COMPLETION OF CONSTRUCTION.
CONTRACTOR SHALL ESTABLISH AND MAINTAIN LIMITS OF CONSTRUCTION BY INSTALLING
SILTATION FENCE PER CITY STANDARD DETAIL SD5-9. ALL WORK SHALL BE PERFORMED WITHIN
THESE LIMITS. SILTATION FENCE SHALL BE INSTALLED PRIOR TO ANY WORK WITHIN THE LIMITS
AND REMOVED ONLY DURING FINAL RESTORATION OF THE AREA. THE ENTIRE AREA WITHIN THE
ESTABLISHED LIMITS BY THE CONTRACTOR SHALL BE RESTORED AS NOTED ON THE CIVIL
DRAWINGS. ANY WORK, EQUIPMENT ACCESS, DISRUPTION, ETC. NECESSARY OUTSIDE THE
MAXIMUM NOTED LIMITS OF CONSTRUCTION SHALL BE APPROVED BY THE CITY. THE
CONTRACTOR SHALL RESTORE DISTURBED AREAS OUTSIDE THE LIMITS OF CONSTRUCTION TO
MATCH EXISTING CONDITIONS AND WILL NOT RECEIVE ADDITIONAL COMPENSATION FOR
RESTORATION OF THESE AREAS.
THE AREA WITHIN THE CONSTRUCTION LIMITS BETWEEN APPROXIMATE STA 14+15 AND 27+50
SHALL BE CLEARED, GRUBBED, CUT, FILLED, GRADED AND SHAPED TO THE SURFACE PROFILE
SHOWN ON THE CIVIL DRAWINGS.
INSTALL TEMPORARY CONSTRUCTION ACCESS PER CITY STANDARD DETAIL M-8.1/2 STARTING AT
EDGE OF ROW AND EXTENDING ONTO CITY PROPERTY.
TERMINATE SILTATION FENCE AT EDGE OF GRAVEL ROAD.
1
+
0
0
2
+
0
0
3
+
0
0
4
+
0
0
5
+
0
0
6
+
0
0
7
+
0
0
8
+
0
0
9
+
0
0
EX CITY OF
SUMNER WWTP
CONTRACTOR STAGING AREA,
COORDINATE LIMITS WITH CITY
CONSTRUCTION C/L,
TYP
1
2
CONSTRUCTION
ACCESS THRU
SUMNER
WWTP, COORD
ROUTE W/CITY
APPROX LIMITS OF
CONSTRUCTION,
25' MAX, TYP
2
1
2
10"±
TYP
15"±
TYP
9
+
0
0
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
1
4
+
0
0
1
5
+
0
0
1
6
+
0
0
1
7
+
0
0
1
8
+
0
0
1
9
+
0
0
2
0
+
0
0
2
1
+
0
0
2
2
+
0
0
E
M
A
I
N
A
V
E
B
N
S
F
W
S
D
O
T
S
R
4
1
0
1
0
0
'
-
0
"
3
4
5
PROTECT EX STORM
DRAINAGE FACILITIES
REMOVE TREE, TYP
E
M
A
I
N
A
V
E
B
N
S
F
W
S
D
O
T
S
R
4
1
0
CONSTRUCTION
ACCESS FROM SR 410
TYP
TYP
5
8
9
10
1
3
3
4
EX 30" CONC S
EX 42" CPP SD
APPROXIMATE
100 YEAR
FLOOD
ELEVATION
APPROXIMATE
100 YEAR FLOOD
ELEVATION
4 trees removed (maple,
cottonwoods 12" - 28")
Scale:
One Inch at Full Scale
No. Revision Date By App'd
Drawn:
Approved:
Checked:
Designed:
Scale Accordingly
If Not One Inch
Drawing:
Sheet:
File:
Date:
of
January 2015
COPYRIGHT © 2015 BHC CONSULTANTS, L LC. ALL RIGHTS RESERVED
CHERRY STREET PUMP STATION #7 AND FORCE MAIN UPGRADE
X
1-800-424-5555
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
City of Sumner
Public Works Department
1104 Maple Street, Suite 260
Sumner, WA 98390
253-299-5700 FAX 253-299-5539
49545
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BHC Consultants, LLC
950 Pacific Avenue, Suite 710
Tacoma, Washington 98402
253.344.5084
253.244.7165 (fax)
www.bhcconsultants.com
D-3
X X
P14-10347_D-2-3
FORCE MAIN
DEMOLITION AND CLEARING PLAN
STA 22+00 TO 32+50±
Horiz: 1" = 50'-0"
Vert: 1" = 5'-0"
T. Whitehouse, P.E.
P. Simon
A. Schuyler, P.E.
M
A
T
C
H
L
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E
S
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A
2
2
+
0
0
-
S
E
E
D
W
G
D
-
2
NOTES:
1. SURVEY CONTROL NUMBERS & , SEE DRAWING G-4.
2. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE; TAKEN FROM UTILITY LOCATE
MARKINGS AND/OR AVAILABLE RECORD INFORMATION. EXACT LOCATION AND DEPTH OF UTILITIES
SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO AND DURING CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES CAUSED DUE TO FAILURE TO LOCATE
AND PRESERVE EXISTING UTILITIES.
3. SEE SPECIFICATION SECTION 02050 FOR ADDITIONAL DEMOLITION AND SALVAGE REQUIREMENTS.
4. SEE SPECIFICATION SECTION 01014 FOR CONSTRUCTION SEQUENCING AND CONSTRAINTS.
5. PROTECT EXISTING UTILITIES, STRUCTURES, FACILITIES, TREES, ETC. UNLESS OTHERWISE
INDICATED.
6. MAINTAIN ACCESS TO EXISTING PUMP STATION AND SITE FACILITIES FOR CITY STAFF AT ALL TIMES
DURING CONSTRUCTION.
7. CONTRACTOR SHALL ESTABLISH LIMITS OF EX ROW AS REQUIRED TO ENSURE LIMITS OF
CONSTRUCTION ARE WITHIN CITY PROPERTY LIMITS.
CONSTRUCTION NOTES:
##
1
2
3
CONTRACTOR SHALL ESTABLISH AND MAINTAIN LIMITS OF CONSTRUCTION BY INSTALLING SILTATION
FENCE PER CITY STANDARD DETAIL SD5-9. ALL WORK SHALL BE PERFORMED WITHIN THESE LIMITS.
SILTATION FENCE SHALL BE INSTALLED PRIOR TO ANY WORK WITHIN THE LIMITS AND REMOVED ONLY
DURING FINAL RESTORATION OF THE AREA. THE ENTIRE AREA WITHIN THE ESTABLISHED LIMITS BY THE
CONTRACTOR SHALL BE RESTORED AS NOTED ON THE CIVIL DRAWINGS. ANY WORK, EQUIPMENT
ACCESS, DISRUPTION, ETC. NECESSARY OUTSIDE THE MAXIMUM NOTED LIMITS OF CONSTRUCTION
SHALL BE APPROVED BY THE CITY. THE CONTRACTOR SHALL RESTORE DISTURBED AREAS OUTSIDE
THE LIMITS OF CONSTRUCTION TO MATCH EXISTING CONDITIONS AND WILL NOT RECEIVE ADDITIONAL
COMPENSATION FOR RESTORATION OF THESE AREAS.
THE AREA WITHIN THE CONSTRUCTION LIMITS BETWEEN APPROXIMATE STA 14+15 AND 27+50 SHALL BE
CLEARED, GRUBBED, CUT, FILLED, GRADED AND SHAPED TO THE SURFACE PROFILE SHOWN ON THE
CIVIL DRAWINGS.
INSTALL TEMPORARY CONSTRUCTION ACCESS PER CITY STD DETAIL M-8.1/2 STARTING AT EDGE OF
ROW AND EXTENDING ONTO CITY PROPERTY.
2
2
+
0
0
2
3
+
0
0
2
4
+
0
0
2
5
+
0
0
2
6
+
0
0
2
7
+
0
0
2
8
+
0
0
2
9
+
0
0
3
0
+
0
0
3
1
+
0
0
3
2
+
0
0
3
3
+
0
0
SEE DWG D-1
S
R
4
1
0
W
S
D
O
T
10', TYP
EX PERMANENT
EASEMENT FOR
STORM DRAIN
APPROX LOCATION
6
7
REMOVE TREE, TYP
S
R
4
1
0
W
S
D
O
T
CONSTRUCTION
ACCESS FROM
SR 410
APPROX LIMITS OF
CONSTRUCTION,
25' MAX, TYP
TYP
7
6
4
2
1
3
5
15'±
TYP
10'±
TYP
EX SD
EX 30"
CONC S
CONSTRUCTION
C/L, TYP
APPROXIMATE
100 YEAR
FLOOD
ELEVATION
APPROXIMATE
100 YEAR
FLOOD
ELEVATION
APPROXIMATE
100 YEAR
FLOOD
ELEVATION
25 cottonwoods
removed 12" - 30"
Scale:
One Inch at Full Scale
No. Revision Date By App'd
Drawn:
Approved:
Checked:
Designed:
Scale Accordingly
If Not One Inch
Drawing:
Sheet:
File:
Date:
of
January 2015
COPYRIGHT © 2015 BHC CONSULTANTS, L LC. ALL RIGHTS RESERVED
CHERRY STREET PUMP STATION #7 AND FORCE MAIN UPGRADE
X
1-800-424-5555
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
City of Sumner
Public Works Department
1104 Maple Street, Suite 260
Sumner, WA 98390
253-299-5700 FAX 253-299-5539
49545
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BHC Consultants, LLC
950 Pacific Avenue, Suite 710
Tacoma, Washington 98402
253.344.5084
253.244.7165 (fax)
www.bhcconsultants.com
C-1
X X
P14-10347_PP
PUMP STATION
SITE PLAN
1" = 5'-0"
T. Whitehouse, P.E.
P. Simon
A. Schuyler, P.E.
NOTES:
1. SURVEY CONTROL NUMBERS & , SEE DRAWING G-4.
2. EXISTING LIFT STATION FACILITIES ARE SHOWN AS THEY SHALL REMAIN IN
SERVICE THROUGHOUT CONSTRUCTION. SEE DEMO DWGS FOR
DECOMMISSIONING, DEMOLITION AND ABANDONING OF EXISTING LIFT
STATION FACILITIES.
3. SEE SPEC SECTION 01014 FOR CONSTRUCTION SEQUENCING AND
CONSTRAINTS.
4. PIPE TRENCH SECTION PER DETAIL 1/C-11.
COORDINATE TABLE
PT NORTHING EASTING DESCRIPTION
1 683440.64 1207120.71
CENTER, WET WELL
2 683432.99 1207114.24
SW CORNER, WET WELL
3 683448.30 1207127.17
NE CORNER, WET WELL
4 683453.15 1207113.30
SW CORNER, VALVE VAULT
5 683460.86 1207125.36
NE CORNER, VALVE VAULT
6 683468.87 1207113.31
SW CORNER, FLOWMETER VAULT
7 683476.44 1207119.70
NE CORNER, FLOWMETER VAULT
8 683453.64 1207104.77
SW CORNER, GEN EQPT PAD
9 683440.27 1207100.88
NE CORNER, GEN EQPT PAD
#
#
#
CONSTRUCTION NOTES:
INSTALL WATER SERVICE CONNECTION PER CITY STANDARD DETAIL
W3-1. METER BOX AND LID SHALL BE TRAFFIC BEARING. FINAL
LOCATION AS DIRECTED BY CITY IN FIELD.
INSTALL RPBA PER DETAIL W3-8.1. PROTECTIVE COVERING SHALL
BE A HEATED, INSULATED, FLIP TOP, LOCKABLE FIBERGLASS
ENCLOSURE, 120V, SINGLE PHASE, HOT BOX, OR APPROVED EQUAL.
ENCLOSURE SHALL BE SIZED PER RPBA. INSTALL ON CONC PAD,
SIZE AS RECOMMENDED BY ENCLOSURE MFR. PROVIDE SCH 80 PVC
SLEEVES FOR PIPE THROUGH CONC PAD. FINAL LOCATION AS
DIRECTED BY CITY IN FIELD.
AT COMPLETION OF CONSTRUCTION, RESTORE ACCESS ROAD WITH
3 INCHES COMPACTED CSTC TO MATCH EXISTING GRADE. CUT,
REMOVE AND DISPOSE OF EXISTING GRAVEL/BASE MATERIAL AS
REQUIRED.
AT COMPLETION OF CONSTRUCTION, ALL DISTURBED GRASS AREAS
SHALL BE REMOVED TO THE SATISFACTION OF THE CITY, REPLACED
WITH 4 INCHES TOPSOIL AND HYDROSEEDED. FINISHED GRADE
SHALL MATCH EXISTING.
VERIFY INVERT ELEVATION OF EXISTING 8" SEWER PRIOR TO
CONSTRUCTION OF NEW PUMP STATION FACILITIES, NOTIFY
ENGINEER OF ANY DISCREPANCIES. SEE DETAIL 1/C-4 FOR
REFERENCE.
1
2
3
4
5
8" S
DI
8" FM
DI
EX 4"
CONC S
8" S
TYP
14" S
DI
EX 30" CONC S
EX 8" AC W
EX 1" PVC
ELECT
CONDUIT
EX BONNEY LAKE FLOW
METERING FACILITY,
BELOW GRADE CONC
VAULT
EX 1 1/2" PVC
ELECT CONDUIT
EX BONNEY LAKE FLOW
MONITORING FACILITY BLDG
EX 2" PVC
ELECT CONDUIT
W/ 5/8" SAMPLE
TUBE INSIDE
VALVE VAULT PLAN,
SEE DETAIL 1/C-3
WET WELL PLAN,
SEE DETAIL 1/C-2
EX MH
COVER
EX CONC
WET WELL
EX STEEL DRY PIT
PUMP STATION
MAIN POWER AND
CONTROL PANEL,
SEE ELECT DWGS
POWER/CONTROL TERMINAL
BOXES, SEE ELECT DWGS
STANDBY GENERATOR,
SEE ELECT DWGS
EX 30"
CONC S
CONVERT TO FLOW
THRU MANHOLE,
SEE DETAIL 1/C-4
10" S
DI
EX
POWER
POLE
STANDBY GENERATOR
FENCED ENCLOSURE,
SEE DETAIL 1/C-5
5' x 13' GENERATOR EQPT
PAD, SEE DETAIL 4/C-4
WET WELL VENT,
SEE DETAIL 2/C-4
4" V
PVC
EX
POWER
POLE
TYP
1" NPW
PE
3" D
CISP, TYP
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
FREEZELESS
YARD HYDRANT,
SEE DETAIL 3/C-4
1" W
PE
PIPE CROSSING,
SEE DETAIL 1/C-3
1
2
3
4
5
6
7
3
2
4
1
5
EX PERMANENT
EASEMENT FOR
BONNEY LAKE
SEWER TRUNK
8" AC FM
DI, TYP
9
8
EX STANDBY GENERATOR
FENCED ENCLOSURE, EX
GENERATOR NOT SHOWN
FOR CLARITY
EX POWER/CONTROL PANEL
EX 8" S
4
'
M
I
N
APPROXIMATE
100 YEAR FLOOD
ELEVATION
1
6
'
-
0
"
TYP
4
HATCH SWING DIRECTION, TYP
5
3" V
PVC
WET WELL VENT, SEE DETAIL 2/C-4
FLOWMETER
VAULT PLAN,
SEE DETAIL
1/C-3
ELECTRICAL EQUIPMENT FENCED
ENCLOSURE, SEE DETAIL 1/C-5
4
'
-
0
"
Scale:
One Inch at Full Scale
No. Revision Date By App'd
Drawn:
Approved:
Checked:
Designed:
Scale Accordingly
If Not One Inch
Drawing:
Sheet:
File:
Date:
of
January 2015
COPYRIGHT © 2015 BHC CONSULTANTS, L LC. ALL RIGHTS RESERVED
CHERRY STREET PUMP STATION #7 AND FORCE MAIN UPGRADE
X
1-800-424-5555
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
City of Sumner
Public Works Department
1104 Maple Street, Suite 260
Sumner, WA 98390
253-299-5700 FAX 253-299-5539
49545
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BHC Consultants, LLC
950 Pacific Avenue, Suite 710
Tacoma, Washington 98402
253.344.5084
253.244.7165 (fax)
www.bhcconsultants.com
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-
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-
8
MATCHLINE STA 9+00 - SEE DWG C-8
C-7
X X
P14-10347_C-7-8-9
FORCE MAIN
PLAN AND PROFILE
STA 1+00 TO 9+00
Horiz: 1" = 50'-0"
Vert: 1" = 5'-0"
T. Whitehouse, P.E.
P. Simon
A. Schuyler, P.E.
NOTES:
1. SURVEY CONTROL NUMBERS & , SEE DWG G-4.
2. LIMIT BEND RADIUS OF HDPE FORCE MAIN TO TWICE MFRS
ALLOWABLE MINIMUM BEND RADIUS.
##
CONSTRUCTION NOTES:
1
INSTALL FORCE MAIN WITH GENERAL SLOPE AS SHOWN
WITHOUT INTERMEDIATE SAGS OR HIGH POINTS, EXCEPT
WHERE IDENTIFIED/APPROVED BY THE ENGINEER.
CONNECT TO EXISTING 10" DI FM WITH HDPE FLANGE
ADAPTER WITH BACKUP RING AND RFCA.
2
1
+
0
0
2
+
0
0
3
+
0
0
4
+
0
0
5
+
0
0
6
+
0
0
7
+
0
0
8
+
0
0
9
+
0
0
10" FM
CONNECT TO
EX 10" DI FM
STA 1+00
HDPE
EX 10" DI FM
BY OTHERS
EX CITY OF
SUMNER WWTP
2
1
APPROX LIMITS OF
CONSTRUCTION, TYP
2
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
9+0
30
35
40
45
50
55
60
65
70
30
35
40
45
50
55
60
65
70
EX / FINISHED
GRADE AT C/L
FORCE MAIN
HDPE
10" FM
3'-6" MIN,
TYP
EX 10" DI FM
BY OTHERS
HDPE
1
S
L
O
P
E
FORCE MAIN RESTORATION
STA 1+00 TO 5+50± PER DETAIL 2/C-11
FORCE MAIN RESTORATION
STA 5+50± TO 10+60± PER DETAIL 3/C-11
TRENCH SECTION PER DETAIL 1/C-11
2
Scale:
One Inch at Full Scale
No. Revision Date By App'd
Drawn:
Approved:
Checked:
Designed:
Scale Accordingly
If Not One Inch
Drawing:
Sheet:
File:
Date:
of
January 2015
COPYRIGHT © 2015 BHC CONSULTANTS, L LC. ALL RIGHTS RESERVED
CHERRY STREET PUMP STATION #7 AND FORCE MAIN UPGRADE
X
1-800-424-5555
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
City of Sumner
Public Works Department
1104 Maple Street, Suite 260
Sumner, WA 98390
253-299-5700 FAX 253-299-5539
49545
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BHC Consultants, LLC
950 Pacific Avenue, Suite 710
Tacoma, Washington 98402
253.344.5084
253.244.7165 (fax)
www.bhcconsultants.com
M
A
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C
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S
T
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+
0
0 -
S
E
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D
W
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C
-
7
MATCHLINE STA 9+00 - SEE DWG C-7
C-8
X X
P14-10347_C-7-8-9
FORCE MAIN
PLAN AND PROFILE
STA 9+00 TO 22+00
Horiz: 1" = 50'-0"
Vert: 1" = 5'-0"
T. Whitehouse, P.E.
P. Simon
A. Schuyler, P.E.
NOTES:
1. SURVEY CONTROL NUMBERS & ,
SEE DWG G-4.
2. LIMIT BEND RADIUS OF HDPE FORCE MAIN
TO TWICE MFRS ALLOWABLE MINIMUM
BEND RADIUS.
M
A
T
C
H
L
I
N
E
S
T
A
2
2
+
0
0
-
S
E
E
D
W
G
C
-
9
MATCHLINE STA 22+00 - SEE DWG C-9
CONSTRUCTION NOTES:
1
GRAPHICAL PRESENTATION SHOWN FOR
ILLUSTRATION PURPOSES ONLY. ACTUAL
LOCATION AND SIZE TO BE DETERMINED
BY CONTRACTOR.
INSTALL FORCE MAIN WITH GENERAL
SLOPE AS SHOWN WITHOUT
INTERMEDIATE SAGS OR HIGH POINTS,
EXCEPT WHERE IDENTIFIED/APPROVED
BY THE ENGINEER.
FINAL LOCATION OF MH COVER AS
DIRECTED BY THE CITY IN THE FIELD.
#
#
2
3
00
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
22+
30
35
40
45
50
55
60
65
70
30
35
40
45
50
55
60
65
70
EX GRADE AT
C/L FORCE MAIN
EX G
EX 12" CONC SD
IE 61.21±
EX W, DEPTH
UNKNOWN
EX 12" CONC SD
IE 61.48±
EX RR
TRACKS (2)
EX FO
DEPTH
UNKNOWN
EX GUY WIRES (4)
EX 42" CPP SD CULVERT
IE 37.7±
24" DIA
STEEL
CASING
HDPE
10" FM
BNSF ROW
BNSF ROW
HDPE
3'-6"
MIN,
TYP
1'-0" CLR
3'-6"± TO
TOP OF
CASING
RECEIVING PIT
1
JACKING PIT
1
EX / FINISHED
GRADE AT C/L
FORCE MAIN
CASING VENT PER
DETAIL PER 2/C-10,
TYP EA END
SEE DETAIL 3/C-10,
TYP EA END
MATCH EX
GRADE
2
APPROX FINISHED
GRADE AT C/L
FORCE MAIN
MATCH
EX
GRADE
MATCH
EX
GRADE
2" SEWAGE CAV
ASSEMBLY
S
L
O
P
E
FORCE MAIN RESTORATION
STA 14+20± TO 27+50± PER DETAIL 4/C-11
TRENCH SECTION PER DETAIL 1/C-11
365± LF JACK AND BORE
SEE SPEC SECTION 02500
TRENCH SECTION
PER DETAIL 1/C-11
FORCE MAIN RESTORATION
STA 5+50± TO 10+60±
PER DETAIL 3/C-11
4" BLOW-OFF
ASSEMBLY
SLOPE TO
BLOWOFF
9
+
0
0
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
1
4
+
0
0
1
5
+
0
0
1
6
+
0
0
1
7
+
0
0
1
8
+
0
0
1
9
+
0
0
2
0
+
0
0
2
1
+
0
0
2
2
+
0
0
E
M
A
I
N
A
V
E
B
N
S
F
10" FM
10" FM
HDPE
HDPE
W
S
D
O
T
S
R
4
1
0
RECEIVING PIT1
1
0
0
'
-
0
"
1
5
'
-
0
"
±
JACKING PIT
1
5
4
3
APPROX LIMITS OF
CONSTRUCTION, TYP
3
1
10
9
8
APPROXIMATE
100 YEAR
FLOOD
ELEVATION
APPROXIMATE
100 YEAR
FLOOD
ELEVATION
2" SEWAGE CAV
ASSEMBLY PER
DETAIL 1/C-10
STA 20+24, 10' RT
EX 30" CONC S
EX 42"
CPP SD
4" BLOW-OFF
ASSEMBLY AT
LOW PT PER
DETAIL 4/C-10
STA 20+92±, 10' RT
3
3
Scale:
One Inch at Full Scale
No. Revision Date By App'd
Drawn:
Approved:
Checked:
Designed:
Scale Accordingly
If Not One Inch
Drawing:
Sheet:
File:
Date:
of
January 2015
COPYRIGHT © 2015 BHC CONSULTANTS, L LC. ALL RIGHTS RESERVED
CHERRY STREET PUMP STATION #7 AND FORCE MAIN UPGRADE
X
1-800-424-5555
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
City of Sumner
Public Works Department
1104 Maple Street, Suite 260
Sumner, WA 98390
253-299-5700 FAX 253-299-5539
49545
S
T
A
T
E
O
F
W
A
S
H
I
N
G
T
O
N
R
E
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
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N
A
L
E
N
G
I
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E
E
R
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L
E
R
J
A
M
E
S
W
H
I
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U
S
E
37386
R
E
G
I
S
T
E
R
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
K
E
L
Y
S
T
A
T
E
O
F
W
A
S
H
I
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O
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S
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.
H
E
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W
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C
T
O
BHC Consultants, LLC
950 Pacific Avenue, Suite 710
Tacoma, Washington 98402
253.344.5084
253.244.7165 (fax)
www.bhcconsultants.com
MATCHLINE STA 22+00 - SEE DWG C-8
C-9
X X
P14-10347_C-7-8-9
FORCE MAIN
PLAN AND PROFILE
STA 22+00 TO 32+50±
Horiz: 1" = 50'-0"
Vert: 1" = 5'-0"
T. Whitehouse, P.E.
P. Simon
A. Schuyler, P.E.
M
A
T
C
H
L
I
N
E
S
T
A
2
2
+
0
0
-
S
E
E
D
W
G
C
-
8
NOTES:
1. SURVEY CONTROL NUMBERS & ,
SEE DWG G-4.
2. LIMIT BEND RADIUS OF HDPE FORCE MAIN TO
TWICE MFRS ALLOWABLE MINIMUM BEND
RADIUS.
##
CONSTRUCTION NOTES:
1
INSTALL FORCE MAIN WITH GENERAL
SLOPE AS SHOWN WITHOUT
INTERMEDIATE SAGS OR HIGH POINTS,
EXCEPT WHERE IDENTIFIED/APPROVED
BY THE ENGINEER.
+00
23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00
30
35
40
45
50
55
60
65
70
30
35
40
45
50
55
60
65
70
EX GRADE AT
C/L FORCE MAIN
EX 30" CONC SS
IE 46.2±
HDPE
10" FM
SEE DWGS C-1
AND C-3
FOR CONT
HDPE
3'-6"
MIN,
TYP
1'-6" MIN
EX SD, SIZE AND DEPTH
UNKNOWN
MATCH
EX
GRADE
APPROX FINISHED
GRADE AT C/L
FORCE MAIN
MATCH
EX
GRADE
1
S
L
O
P
E
FORCE MAIN RESTORATION
STA 14+20± TO 27+50± PER DETAIL 4/C-11
SEE DWG C-1
FOR RESTORATION
REQUIREMENTS
FORCE MAIN RESTORATION
STA 27+50± TO 32+50± PER DETAIL 3/C-11
TRENCH SECTION PER DETAIL 1/C-11
2
2
+
0
0
2
3
+
0
0
2
4
+
0
0
2
5
+
0
0
2
6
+
0
0
2
7
+
0
0
2
8
+
0
0
2
9
+
0
0
3
0
+
0
0
3
1
+
0
0
3
2
+
0
0
3
3
+
0
0
SEE DWG C-1
S
R
4
1
0
W
S
D
O
T
10" FM
HDPE
10', TYP
10', TYP
EX PERMANENT
EASEMENT FOR
STORM DRAIN
APPROX LOCATION
6
7
PIGGING VAULT
PLAN, SEE
DETAIL 2/C-3
APPROX LIMITS OF
CONSTRUCTION, TYP
7
6
4
5
APPROXIMATE
100 YEAR
FLOOD
ELEVATION
APPROXIMATE
100 YEAR
FLOOD
ELEVATION
APPROXIMATE
100 YEAR
FLOOD
ELEVATION
EX SD
EX 30" CONC S
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City of Sumner reline Substantial Development Sho Permit (City of Sumner)

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Completed 5 August 2020

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