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- Shoreline Substantial Developent Permit Application 1-5-11 (City of Sumner)

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City of Sumner
Shoreli
ne 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?
APPLI
CATION CONTINUED ON PAGE 2
Site/Project Address (if available): Parce
l #:
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) 299-5700
pw@ci.sumner.wa.us
1104 Maple Street, Suite 260
Sumner
WA
98390
TBD
Ross Widener
(425) 503-3629
10108 32nd Ave W Suite D
rwidener@prodigy.net
Everett
WA
98204
✔
✔
City of Sumner
Shoreline Substantial Development
Permit
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, LLC. 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, LLC. 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
8
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0
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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
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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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F
W
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R
4
1
0
1
0
0
'
-
0
"
3
4
5
PROTECT EX STORM
DRAINAGE FACILITIES
REMOVE TREE, TYP
E
M
A
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A
V
E
B
N
S
F
W
S
D
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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
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, LLC. 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
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0
2
3
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0
2
4
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0
0
2
6
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3
2
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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, LLC. 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, LLC. 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
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0
0
-
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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, LLC. 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
20
+
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, LLC. 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
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, LLC. 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
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
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L
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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
This page intentionally left blank for printing purposes.
Edgewood
Auburn
Puyallup
Pacific
Bonney Lake
142ND AV E
WEST VALLEY HWY E
EAST VALLEY HWY E
VALLEY AV
VALLEY AV E
MAIN ST
SUMNER-TAPPS HWY E
MAIN ST E
136TH AV E
FOREST CANYON RD E
24TH ST E
64TH ST E
TRAFFIC AV
166TH AV E
160TH AV E
ELM ST E
166TH AV E
BNSF Railroad
Union Pacific Railroad
Meeker Southern Railroad
Map 4-1: Official Shoreline Map
SHORELINE MASTER PROGRAM
CITY OF SUMNER
SO URCE: City of Sumner, 2007, 2008;
Pierce County, 2008.
G:\ENVIR IMPACTS\2009 Projects\209439_SumnerSMP\05_Graphics_GIS_Modeling\Figures\March_2012\SED Revised Mar 2012.mxd ASW; 3/9/2012)
Lake
Tapps
White (Stuck)
River
Puyallup
River
Salmon Creek
Wapato Creek
0 0.5
Miles
o
King County
Pierce County
UV
167
UV
410
Dieringer Flume
UV
167
UV
410
Unnamed Creek
This map is intended for planning purposes only. The map depicts the approximate
location and extent of "shorelines of the state" based on the following elements: the
ordinary high water mark (OHWM), a 200 foot buffer of the OHWM, the adopted FEMA
floodplain, and potentially associated wetlands. The actual extent of the shoreline
jurisdiction will require a site-specific evaluation to identify the OHWM, the f
loodway and
an
y associated wetlands.
NOTE: All areas waterward of the Ordinary
High Water Mark (OHWM) have a Shoreline
Environmental Designation of Aquatic.
NOTE: Setback is measured from the OHWM.
Sotain Creek
8th Street Creek
Legend
Shoreline Environment Designation
UV
410
Unincorporated
Pierce County
Natural and Buffers (200 FT)
Shoreline Residential (100 FT)
Tapps Reservoir (100 FT)
Urban (50 FT)
Urban Conservancy (100/200 FT)
Selected City Owned Property w/in
Urban Conservancy
Sumner UGA
Proposed Sumner UGA
Sumner City Limits
Joint Planning Area
Waterbodies
Streams
Flume (Pipe)
Railroads
Shoreline Planning Area
Outside of Study Area
Incorporated Citites
200'
100'
100'
100'
200'
200'
200'
200'
100'
100'
50'
50'
100'
200'
200'
FILE NAME: Sumner_SED_Labels.ai / EDITED BY: JAB / DATE LAST UPDATED: 03/09/12
Natural and Buffers (200 FT)
Shoreline Residential (100 FT)
Tapps Reservoir (100 FT)
Urban (50 FT)
Urban Conservancy (100/200 FT)
Project Area
This page intentionally left blank for printing purposes.
Cherry St
¬
«
410
E Main Ave
Puyallup River
BNSF
Clearing Limits
Puyallup River OHW
Urban Conservancy Shoreline (200 ft)
River Channel
FEMA Floodway
FEMA 100-Year Floodplain
Temporary Shoreline Impacts
Permanent Shoreline Impact
Shoreline Impacts
Cherry St. Pump Station and Forcemain Upgrade
City of Sumner
Pierce County, WA
S 23/25/26, T 20N, R 04E
July 28, 2015
±
0 500 1,000250
Feet
Permanent Shoreline Impact: 23,700 sq. ft. (0.54 acre)
Temporary Shoreline Impact: 26800 sq. ft. (0.62 acre)
This page intentionally left blank for printing purposes.
Contact information for adjoining property owners within 500 feet
Taxpayer Name
Mailing Address
Tax Parcel #
FRATELLI USA LLC
101 VALLEY AVE NW
PUYALLUP WA 98371-3301
0420261035
PACIFIC TRUSTEE LTD TTEE
RIVERSIDE PARK LLC
1302 PUYALLUP ST
SUMNER WA 98390-1604
0420261048
SUMNER CITY OF
1104 MAPLE ST STE 245
SUMNER WA 98390-1407
4250001220; 4250001320;
4250001300; 4250001312;
4250001284; 4250001286;
4250001282; 4250001291;
4250001234; 4250001233;
4250001287; 4250001278;
4250001231; 4250001240;
4250001260; 4250001250;
4250001080; 4250001081;
4250001010; 4250001001;
4250001270; 4250001232;
6160200060; 6160200030;
0420252023; 4250000933
STATE OF WASHINGTON
DEPT OF FISH & WILDLIFE
600 CAPITOL WAY N
OLYMPIA WA 98501-1076
0420261009
STATE OF WA DEPT OF WILDLIFE
PROPERTY MANAGEMENT
600 CAPITOL WAY N
OLYMPIA WA 98501-1076
4250001281
KNUTSON FARMS INC
16406 78TH ST E
SUMNER WA 98390-2900
0420252700; 0420252003;
0420252056; 0420252055
PIERCE COUNTY PUBLIC WORKS
& UTILITIES
WATER PROGRAMS - SWM
2702 S 42ND ST STE 201
TACOMA WA 98409-7322
0420252054; 0420252006;
0420252001
INTL CHURCH OF FOURSQUARE
GOSPEL
%THE LIVING WAY CHURCH
8605 WASHINGTON BLVD SW
TACOMA WA 98498-2630
0420252045
RHODES JUNICE A
7426 144TH AVE E
SUMNER WA 98390-8255
6160000341; 6160200010;
6160000320
MULRINE TIM M & MIGNON M
14015 70TH ST E
SUMNER WA 98390-1216
0420252048; 9060101111
HAWK MICHAEL L & HAWK
SUSAN L
917 58TH AVE NE
TACOMA WA 98422-3866
7107000080
BETTERS LORRAINE M
14023 70TH ST E
SUMNER WA 98390-1216
7107000070
ERDMANN DEBORAH
14101 70TH ST E
SUMNER WA 98390-1214
7107000060
OLDS MICHAEL W & SHIRLEY J
14103 70TH ST E
SUMNER WA 98390-1214
7107000050
UNKNOWN CONVERSION PARTY
UNKNOWN PARTY ADDRESS
UNKNOWN CITY WA
7107000800; 7107000810
RUSSELL R TIMOTHY & BARBARA
14020 70TH ST E
SUMNER WA 98390-1216
7107000370
QUALEY BRUCE & MARLENE
1406 MAIN ST
SUMNER WA 98390-1810
7107000391
LEDGERWOOD ROBERT E &
BETH R
7012 141ST AVE E
SUMNER WA 98390-1269
7107000401
STARK PEARL F
14014 70TH ST E
SUMNER WA 98390-1216
7107000360
WHIDDEN ELIZABETH L & JESSE
M
19017 103RD ST E
BONNEY LAKE WA 98391-8032
7107000350
ESSELMAN MICHAEL J & SUN H
7009 140TH AVENUE CT E
SUMNER WA 98390-1219
7107000341
DIEHL DARLENE
7013 140TH AVENUE CT E
SUMNER WA 98390-1219
7107000323
TEA ROBERT E
7016 140TH AVENUE CT E
SUMNER WA 98390-1219
7107000210
ROBERTS MARTHA M
14002 70TH STREET CT E
SUMNER WA 98390-1217
7107000200
BRAYTON WILLIAM & EVETT L
PO BOX 552
SUMNER WA 98390-0100
7107000190
CATT LAUREEN M TTEE
33427 28TH PL SW
FEDERAL WAY WA 98023-2744
7107000160
ELLIOTT STEPHEN B
PO BOX 175
SUMNER WA 98390-0030
7107000170
BLEDSOE DAVID N
13929 70TH STREET CT E
SUMNER WA 98390-1217
7107000180
BROULETTE LORENE C
13930 70TH ST E
SUMNER WA 98390-1216
7107000130
CLARK SUZANNE L
14002 70TH ST E
SUMNER WA 98390-1216
7107000140
COHEN KENNETH C & DANIELE
15127 MAIN ST E UNIT 104 PMB 313
SUMNER WA 98390-2689
7107000150
SHEPHARD KENNETH
7117 141ST AVE E
SUMNER WA 98390-1220
7107000120
ANGELINE DON
14003 70TH ST E
SUMNER WA 98390-1216
7107000110
YOUNG HUI KONG
14007 70TH ST E
SUMNER WA 98390-1216
7107000100
ALVARD JAMES & DELORES
158 KEASLING RD
CHEHALIS WA 98532-8409
7107000090
SOHOLT MITCHELL
401 STATE ST
SUMNER WA 98390-1121
4250000932
ABEL JAMES L & STEPHANIE L
413 STATE ST
SUMNER WA 98390-1121
4250000911; 4250000695
STEERE RICHARD L & GREEN
MICHAEL D
26307 SE 220TH ST
MAPLE VALLEY WA 98038-6646
4250000972
BRUESKE JAMIE & SCHULTZ
SAMANTHA
332 STATE ST
SUMNER WA 98390-1120
4250000973
SARVER JASON
408 STATE ST
SUMNER WA 98390-1122
4250000732
DENNISON LAWRENCE A II &
NANCY M
12419 51ST STREET CT E
EDGEWOOD WA 98372-9208
4250000692
WAGNER PAUL D
401 HARRISON ST
SUMNER WA 98390-1127
4250000641
JENSEN VICTOR G
409 HARRISON ST
SUMNER WA 98390-1127
4250000630
MORRILL MAGGIE A & TRENT
BRYAN C
415 HARRISON ST
SUMNER WA 98390-1127
4250000620
CALPITO LINDSEY
417 HARRISON ST
SUMNER WA 98390-1127
4250000610
HITLIN DOUGLAS S & ANDREA E
425 HARRISON ST
SUMNER WA 98390-1127
4250000600
CLINE DERRICK ADAM
418 HARRISON ST
SUMNER WA 98390-1128
4250000472
JORGENSEN CALHOUN B & K S
CARTER
430 HARRISON ST
SUMNER WA 98390-1128
4250000460
GIERTSEN ERIK N
204 MTN CIRCLE DR
SUMNER WA 98390-1023
6160000131; 6160000120
PEPION, LYLE & SHIRLEY
210 MTN CIRCLE DR
SUMNER WA 98390-1023
6160000112
SINGH AMARPREET & VIRK
RUPINDER K
4549 S 298TH PL
AUBURN WA 98001-2923
6160000221
JACKSON PATRICIA A
209 MTN CIRCLE DR
SUMNER WA 98390-1022
6160000241
BUTLER TIMOTHY M &
CHRISTINA M
215 MTN CIRCLE DR
SUMNER WA 98390-1022
6160000250
HENNINGSEN EDDIE D
144 MTN CIRCLE DR
SUMNER WA 98390-1021
6160000191
SAGER FAMILY HOMES INC
PO BOX 44428
TACOMA WA 98448-0428
6160000180
ROSS ROBERT J & GERRI
132 MTN CIRCLE DR
SUMNER WA 98390-1021
6160000170
COATES MICHAEL R & DEBRA L
145 MTN CIRCLE DR
SUMNER WA 98390-1038
6160000360
ROSE JAMES L
10204 WOODLAND AVE E
PUYALLUP WA 98373-1184
6160000370
FIELDING COLIN R & KIMBERLY L
916 118TH AVENUE CT E
EDGEWOOD WA 98372-1421
7970000070
MITCHELL JOHN & CORI
5418 UNION CT
CHINO CA 91710-6431
7970000080
KALLES KAREN
152 CHRISTINA DR
SUMNER WA 98390-1012
7970000090
PIERCE COUNTY TAX TITLE
1102 BROADWAY STE 302
TACOMA WA 98402-3526
6160000270
SIEFFERMAN JACQUELINE L
144 CHRISTINA DR
SUMNER WA 98390-1012
7970000100
HAWKINS RONALD G JR & RITA M
136 CHRISTINA DR
SUMNER WA 98390-1012
7970000110
PIRELLO JAMES A & ERICKA R
128 CHRISTINA DR
SUMNER WA 98390-1012
7970000120
OLSON DALE P & TERRI L
120 CHRISTINA DR
SUMNER WA 98390-1012
7970000130
HINTON SCOTT E
710 67TH STREET CT E
SUMNER WA 98390-1049
3008000070
MCQUEEN IVY B
801 67TH STREET CT E
SUMNER WA 98390-1052
3008000060
LUPPINO KEVIN
807 67TH STREET CT E
SUMNER WA 98390-1052
3008000050
JACKSON KAREN L
813 67TH STREET CT E
SUMNER WA 98390-1052
3008000040
BREEN BARRY C & JANIS M
PO BOX 846
REDMOND WA 98073-0846
3008000010
EVANS WILLIAM D JR & GLORIA J
11215 13TH ST E
EDGEWOOD WA 98372-1444
3008000020
RUSSELL NANCY A
316 CHERRY AVE
SUMNER WA 98390-1326
3008000030
LUPPY THOMAS L & MARLA J
716 67TH STREET CT E
SUMNER WA 98390-1049
3008000080
FERNAU PERRY J & FRANKIE
GRAZIANI
722 67TH STREET CT E
SUMNER WA 98390-1049
3008000090
WEYGINT KEVIN
304 TACOMA AVE S APT 310
TACOMA WA 98402-2520
3008000100
JENSEN STEVEN J
808 67TH STREET CT E
SUMNER WA 98390-1051
3008000110
WOLFE MARILYN B
3630 S 298TH PL
AUBURN WA 98001
3008000120
LYNCH MICHAEL P
820 67TH STREET CT E
SUMNER WA 98390-1051
3008000130
FINDLEY DEBRA L
826 67TH STREET CT E
SUMNER WA 98390-1051
3008000140
HAMMAD MOHAMMAD M &
KATHERINE A
927 WILLOW ST
SUMNER WA 98390-1258
2795000060
YOUNG STEVEN W & MONTE C
919 WILLOW ST
SUMNER WA 98390-1258
2795000070
YOUNG JACK L
VIRGINIA J YOUNG
14601 128TH ST E
PUYALLUP WA 98374-2592
2795000080
IH2 PROPERTY WASHINGTON LP
15400 SE 30TH PL STE 100
BELLEVUE WA 98007-6546
9060100970
THOMPSON JACK W JR & SUSAN
M
902 WILLOW ST
SUMNER WA 98390-1259
2795000160
RUSSELL BRENDA D & M A
HOSPENTHAL
16407 84TH ST E
SUMNER WA 98390-8112
2795000150
MC COMAS WILLIAM M
920 WILLOW ST
SUMNER WA 98390-1259
2795000140
ALEXANDER JASON W & SHELLY
L
1002 WILLOW ST
SUMNER WA 98390-1261
2795000130
PRATT DELORES J
11771 GERONIMO ST
WELLTON AZ 85356-4564
2795000111
YOUNG BURDETTE I & ALICE J
TTEE
1016 WILLOW ST
SUMNER WA 98390-1261
2795000100; 9060101030
THOMPSON JACK W & SUE M
902 WILLOW ST
SUMNER WA 98390-1259
9060101060
MAXEY SHAWN
214 ALDER AVE
SUMNER WA 98390-1234
9060101080
GREGG DOUGLAS J & SHARON L
218 ALDER AVE
SUMNER WA 98390-1234
9060101041
GUZMAN CARLOS M & V V MENA
212 ALDER AVE
SUMNER WA 98390-1234
9060101053
This page intentionally left blank for printing purposes.
WAC 197-11-960 Environmental checklist. City of Sumner
1
City of Sumner
ENVIRONMENTAL CHECKLIST
Purpose of checklist:
The State Environmental Policy Act (SEPA), chapter 43.21C RCW, requires all governmental agencies to
consider the environmental impacts of a proposal before making decisions. An environmental impact statement
(EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the
environment. The purpose of this checklist is to provide information to help you and the agency identify
impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the
agency decide whether an EIS is required.
Instructions for applicants:
This environmental checklist asks you to describe some basic information about your proposal. Governmental
agencies use this checklist to determine whether the environmental impacts of your proposal are significant,
requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give
the best description you can.
You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you
should be able to answer the questions from your own observations or project plans without the need to hire
experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not
know" or "does not apply." Complete answers to the questions now may avoid unnecessary delays later.
Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations.
Answer these questions if you can. If you have problems, the governmental agencies can assist you.
The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or
on different parcels of land. Attach any additional information that will help describe your proposal or its
environmental effects. The agency to which you submit this checklist may ask you to explain your answers or
provide additional information reasonably related to determining if there may be significant adverse impact.
Use of checklist for nonproject proposals:
Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." in
addition, complete the supplemental sheet for nonproject actions (part D).
For nonproject actions, the references in the checklist to the words "project," "applicant," and "property or site"
should be read as "proposal," "proposer," and "affected geographic area," respectively.
WAC 197-11-960 Environmental checklist. City of Sumner
2
A. Background
1. Name of proposed project, if applicable:
Sumner Pump Station Upgrades:
Cherry Street Pump Station No. 7 and Force Main Upgrade
Mountain Circle Drive Pump Station No. 8
Parker Road Pump Station No. 5
2. Name of applicant:
City of Sumner Public Works
3. Address and phone number of applicant and contact person:
Mike Dahlem
City of Sumner
1104 Maple Street, Suite 260
Sumner, WA 98390
253-299-5702
miked@ci.sumner.wa.us
4. Date checklist prepared:
July 29, 2015
5. Agency requesting checklist:
City of Sumner
6. Proposed timing or schedule (including phasing, if applicable):
Project is estimated to take place summer 2015.
7. Do you have any plans for future additions, expansion, or further activity related to or connected with this
proposal? If yes, explain.
No additions, expansion, or further activities related to this proposal are known at this time.
8. List any environmental information you know about that has been prepared, or will be prepared, directly
related to this proposal.
Habitat Management Plan (November 2014)
Cultural Resources Survey
9. Do you know whether applications are pending for governmental approvals of other proposals directly
affecting the property covered by your proposal? If yes, explain.
None are known to be pending.
10. List any government approvals or permits that will be needed for your proposal, if known.
NPDES permit
WAC 197-11-960 Environmental checklist. City of Sumner
3
City of Sumner environmental review: SEPA, Shorelines (Cherry Street only)
11. Give brief, complete description of your proposal, including the proposed uses and the size of the project
and site. There are several questions later in this checklist that ask you to describe certain aspects of your
proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to
include additional specific information on project description.)
The project proposes to upgrade existing pump stations at three locations within the City of Sumner.
The Cherry Street Pump Station No. 7 and Force Main Upgrade is adjacent to and south of SR410,
at Cherry Street. The existing systems’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 force main leading to the wastewater treatment plant located at the junction of
the Puyallup and White Rivers will be upgraded to a 10-inch diameter line (approximately 3,150
linear feet). The pipe will be horizontally bored where it crosses the BNSF tracks and E Main
Avenue.
The work at Mountain Circle Drive Pump Station No. 8 proposes to upgrade an existing pump
station located at the end of Mountain Circle Drive, near the BNSF crossing over SR410. The new
pump station will be slightly relocated but will be adjacent to the existing one. Capacity will be
upsized to 1,500 gallons per minute (gpm) to accommodate future peak flows associated with future
growth and development in the area. The improvements will include a duplex submersible pump
station house in below-grade structures with an above-grade panel in a traffic control enclosure.
The Parker Road Pump Station No. 5 upgrade will construct a new pump station approximately 250
feet north-east of the existing Parker Road pump station. The new pump station will be upgraded to
1,500 gpm to accommodate future peak flows associated with future growth and development in the
area. The improvements will include a duplex submersible pump station house in below-grade
structures with an above-grade panel in a traffic control enclosure and generator. The project will
also include a new 10” force main that will connect with existing force main at Main Street and
frontage improvements along Parker Road and 59
th
Street Court East such as curb and gutter,
planter strip, sidewalk, and landscaping.
The new pump station is needed as the existing one has limited capacity and the potential to
surcharge portions of the collection system. This could lead to leaks of raw sewage daylighting to
surface streets. The pump station is outdated, aged, and its wet well volumes and pumps are too
small. The electrical instrumentation and controls are not to code.
These locations will herein be referred to as Cherry Street, Mtn. Circle Drive, and Parker Road.
12. Location of the proposal. Give sufficient information for a person to understand the precise location of your
proposed project, including a street address, if any, and section, township, and range, if known. If a proposal
would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description,
site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans
required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit
applications related to this checklist.
The Cherry Street work is located between the Puyallup River and SR410 from Cherry Street to the
Wastewater Treatment Plant. It is within Sections 23, 25, and 26 or Township 20 North, Range 04
East.
The Mountain Circle Drive work is located on a residential dead-end street (Mountain Circle Drive)
WAC 197-11-960 Environmental checklist. City of Sumner
4
on the southeast side of the BNSF tracks and northeast of SR410. It within Section 25 of Township 20
North, Range 04 East.
The Parker Road work is located on the south side of 59
th
St Ct E, approximately 120 feet east of the
Parker Rd E and 59
th
St Ct E intersection in the central area of Sumner. It is within the SW quarter
of Section 19, Township 20 North, Range 05 East. The existing pump station is located at the
northwest corner of the Parker Rd E / Main St E intersection, approximately 250 feet away.
WAC 197-11-960 Environmental checklist. City of Sumner
5
TO BE COMPLETED BY APPLICANT
B. ENVIRONMENTAL ELEMENTS
1. Earth
a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other
b. What is the steepest slope on the site (approximate percent slope)?
The Cherry Street site located at the top of the bank of the Puyallup River. The force main will be
installed along generally flat terrain.
The Mtn. Circle Drive and Parker Road sites are generally flat. Grades are approximately 2%.
c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you
know the classification of agricultural soils, specify them and note any prime farmland.
According to the Natural Resources Conservation Service (NRCS) web soil survey, soils in the
Cherry Street vicinity consist of Pilchuck fine sand and Puyallup fine sandy loam. Though portions
of the mapped soil areas are classified as “prime farmland” or “prime farmland if protected from
flooding,” there are no actively used farmlands within or immediately adjacent to the project
corridor as it is within a narrow strip of land between the river and a major highway. Soils are
further identified from a geotechnical investigation as deep coarse alluvium, non-fibrous peat, and
silt at this site.
Soils at Mtn. Circle Drive consist of Puyallup fine sandy loam, which is rated as prime farmlands
however, the area is not currently used as farmland.
Soils at Parker Road consist of Sultan silt loam. Sultan silt loam soils are rated as prime farmlands
however, the area is not currently used as farmland.
d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe.
There are no known unstable soils in the project vicinities. There are steep slopes leading down to
the Puyallup River at the Cherry Street site but the area is not mapped on the City’s Landslide &
Erosion Hazard Area map. It is within a seismic hazard area.
e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate
source of fill.
There will be no net fill as a result of this project. There may be up to 10 CY of net fill for pump
station upgrades at Cherry Street (outside of the 100-year floodplain). There will be no net fill at
the other two sites.
f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe.
Short term erosion may occur during construction since clearing and excavation will occur.
g. About what percent of the site will be covered with impervious surfaces after project construction (for
example, asphalt or buildings)?
This project will not result in a significant amount of new impervious surfaces. There will be small
amounts for the wet well, valve and meter vault, and associated electrical equipment pads.
WAC 197-11-960 Environmental checklist. City of Sumner
6
h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any:
Standard erosion control BMPs will be installed prior to construction and regularly inspected
throughout. These BMPs include, but are not limited to: silt fencing, high visibility fencing, check
dams, erosion control blankets, and hydroseeding.
Air
a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial
wood smoke) during construction and when the project is completed? If any, generally describe and give
approximate quantities if known.
The project may result in short term increased emissions from construction equipment, vehicles,
and dust during construction. It will not result in any long term increases in air emissions.
b. Are there any off–site sources of emissions or odor that may affect your proposal? If so, generally
describe.
No.
c. Proposed measures to reduce or control emissions or other impacts to air, if any:
During construction, measures will be taken to limit the amount of idling time of construction
equipment and vehicles. Dust will be minimized by spraying exposed soil with water, if necessary.
3. Water
a. Surface:
1) Is there any surface water body on or in the immediate vicinity of the site (including year–round and
seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If
appropriate, state what stream or river it flows into.
The Cherry Street site is located approximately 100 feet north of the Puyallup River. There are
no waterbodies within the project limits. The Puyallup River drains to Commencement Bay.
There are no wetlands within the project limits.
There are no water bodies within or near the other two sites.
2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If
yes, please describe and attach available plans.
Work will occur adjacent to (within 200 feet of) the Puyallup River for Cherry Street but
there will be no in-water or over-water work. There will be no work over, in, or adjacent to
any water bodies at the other two sites.
3) Estimate the amount of fill and dredge material that would be placed in or removed from surface
water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill
material.
No fill or dredge material will be placed in or removed from surface water or wetlands.
4) Will the proposal require surface water withdrawals or diversions? Give general description,
purpose, and approximate quantities if known.
No.
WAC 197-11-960 Environmental checklist. City of Sumner
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5) Does the proposal lie within a 100–year floodplain? If so, note location on the site plan.
Portions of the Cherry Street work are within the 100-year floodplain of the Puyallup River.
The other sites are not within a 100-year floodplain.
6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the
type of waste and anticipated volume of discharge.
No waste material will be discharged to surface waters.
b. Ground:
1) Will ground water be withdrawn, or will water be discharged to ground water? Give general
description, purpose, and approximate quantities if known.
No groundwater will be withdrawn or discharged.
2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if
any (for example: Domestic sewage; industrial, containing the following chemicals; agricultural;
etc.). Describe the general size of the system, the number of such systems, the number of houses to
be served (if applicable), or the number of animals or humans the system(s) are expected to serve.
No waste material will be discharged into the ground.
c. Water runoff (including stormwater):
1) Describe the source of runoff (including storm water) and method of collection and disposal, if any
(include quantities, if known). Where will this water flow? Will this water flow into other waters?
If so, describe.
N/A. There will be no runoff resulting from this project. Construction will occur during the dry
season to minimize stormwater received on site.
2) Could waste materials enter ground or surface waters? If so, generally describe.
Waste materials are not anticipated to enter any waters. This project will reduce the potential
for sewage leaks that could occur from the existing aged, outdated and undersized pump
station.
d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any:
To reduce or avoid impacts to surface, ground, and runoff water impacts, the project will
incorporate the following measures at the minimum:
Preparation and implementation of an approved Temporary Erosion and Sediment Control
(TESC) plan
Erosion control BMPs (silt fence, straw wattle, straw mulch, plastic covering, seeding, check
dams, etc.)
Check equipment daily for leaks
Proper containment of any concrete, petroleum, or other potentially hazardous substances
Conduct refueling operations at least 50 feet from any open water body
Preparation of a Spill Prevention, Pollution, and Countermeasures (SPCC) plan for
procedures and contacts to act upon in the event of a spill
WAC 197-11-960 Environmental checklist. City of Sumner
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4. Plants
a. Check or circle types of vegetation found on the site:
deciduous tree: alder, maple, cottonwood, aspen, other
evergreen tree: fir, cedar, pine, other
shrubs
grass
pasture
crop or grain
wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other
water plants: water lily, eelgrass, milfoil, other
other types of vegetation
b. What kind and amount of vegetation will be removed or altered?
Up to 30 deciduous trees (cottonwood, maple, and alder) will be removed for the pipeline corridor
at the Cherry Street Site. Approximately 1.5 acres of grass and shrub vegetation will be cleared for
the pump station and force main upgrades. Removed trees will be replaced with native conifer
trees at a 3:1 ratio within the shoreline.
Approximately 2000 SF of grass and shrub vegetation will be cleared for the Mtn. Circle Drive
pump station. Two trees within existing right-of-way will be removed as a result of this work.
Approximately 2000 SF of grass and shrub vegetation will be cleared for the Parker Road pump
station. No trees will be removed as a result of this work.
c. List threatened or endangered species known to be on or near the site.
No threatened or endangered plant species are known to be on or near the site.
d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the
site, if any:
Existing vegetation will be preserved to the maximum extent practicable. Clearing limits will be
marked with high visibility fence prior to construction. At Cherry Street, the trees to be removed
will be utilized as large woody debris, if suitable. Unimproved disturbed areas will be seeded and
replanted with native vegetation. Removed trees will be replaced with native conifers at a ratio of
3:1.
At Parker Road, frontage road improvements will include installation of a planter strip and
landscaping.
All unimproved disturbed areas will be restored and seeded upon completion. Additional
shoreline will be enhanced at the Cherry Street site to mitigate for permanent shoreline impact
associated with the construction of a crushed rock maintenance access trail.
5. Animals
a. Circle any birds and animals which have been observed on or near the site or are known to be on or near
the site:
birds: hawk, heron, eagle, songbirds, other:
mammals: deer, bear, elk, beaver, other: skunk, opossum, squirrel,
fish: bass, salmon, trout, herring, shellfish, other:
WAC 197-11-960 Environmental checklist. City of Sumner
9
b. List any threatened or endangered species known to be on or near the site.
Endangered Species Act listed species with the potential to be present in the Puyallup River
adjacent to the Cherry Street site include bull trout, Chinook salmon, and steelhead trout.
There is no suitable habitat on or adjacent to the other two sites.
c. Is the site part of a migration route? If so, explain.
The site may be part of the Pacific Flyway Route. The Puyallup River also provides migratory
habitat for salmonid species.
d. Proposed measures to preserve or enhance wildlife, if any:
Listed BMPs above will avoid or minimize any impacts to habitat for wildlife. At Cherry Street,
all unimproved disturbed areas will be seeded and restored with native plantings. Additional
shoreline will be enhanced outside the clearing limits as mitigation for the proposed crushed rock
access trail. Felled trees will be used as LWD within the shoreline as appropriate. All unimproved
disturbed areas will be seeded or landscaped at the other sites.
6. Energy and natural resources
a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed
project’s energy needs? Describe whether it will be used for heating, manufacturing, etc.
Electricity will meet the needs of the project. There will be back up diesel generators.
b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally
describe.
The proposal will not affect the potential use of solar energy.
c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed
measures to reduce or control energy impacts, if any:
None.
7. Environmental health
a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and
explosion, spill, or hazardous waste that could occur as a result of this proposal? If so, describe.
No environmental health hazards are anticipated. This project will significantly reduce the risk
for sewage spills that could occur from leaving the existing outdated and undersized pump
station in place.
1) Describe special emergency services that might be required.
No additional emergency services will be required. The SPCC plan will have necessary contact
information and procedures in the event of a spill. Spill containment kits will be available on
site at all times.
2) Proposed measures to reduce or control environmental health hazards, if any:
WAC 197-11-960 Environmental checklist. City of Sumner
10
Spill cleanup kits and containment materials will be on site at all times. All waste materials will
be fully contained and disposed of offsite in accordance with federal, state, and local laws. No
equipment will operate in the water.
b. Noise
1) What types of noise exist in the area which may affect your project (for example: traffic, equipment,
operation, other)?
Traffic noise is the main source of noise within the project area. SR 410 is located immediately
north of the Cherry Street site and south of the Mtn. Circle Drive site. Noise will not affect the
project.
2) What types and levels of noise would be created by or associated with the project on a short–term or
a long–term basis (for example: traffic, construction, operation, other)? Indicate what hours noise
would come from the site.
There will be short term increased noise from construction noise. Construction will occur
during normal business hours. The project will not result in any long term increases in noise.
3) Proposed measures to reduce or control noise impacts, if any:
For short term noise, construction will be limited to be conducted during normal business
hours, or as indicated in Sumner Municipal Code 8.14. All noise generated by project
construction activities will comply with applicable City Code.
8. Land and Shoreline use
a. What is the current use of the site and adjacent properties?
At the Cherry Street site, the area is currently used as a utility corridor for the existing force
main. There are no obvious structures on site. The corridor will pass through City owned
property, private property, BNSF right-of-way, and City right-of-way. Adjacent properties are
primarily residential.
The Mtn. Circle Drive location is utilized for the existing pump station. Properties immediately
adjacent to the site are residential.
The Parker Road site is not utilized. It consists of a fenced lot overgrown with grasses and fast
growing successional shrubs. Adjacent properties are residential and commercial.
b. Has the site been used for agriculture? If so, describe.
Unknown. They are not currently used for agriculture. The nearest areas actively used for
agriculture are located on the south side of the Puyallup river. No agricultural areas will be
impacted.
c. Describe any structures on the site.
The only structures are the existing pump stations.
d. Will any structures be demolished? If so, what?
No structures will be demolished. The existing pump stations will be filled/abandoned in place.
WAC 197-11-960 Environmental checklist. City of Sumner
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e. What is the current zoning classification of the site?
The Cherry Street site is currently zoned as low density residential (LDR-12 and LDR-8.5). Mtn.
Circle Drive is zoned as Low Density Residential (LDR-6), and Parker Road is zoned as General
Commercial (GC).
f. What is the current comprehensive plan designation of the site?
Cherry Street: Low Density Residential 3 and Public-Private Utilities & Facilities.
Mtn. Circle Drive: Low Density Residential 3.
Parker Road: General Commerical.
g. If applicable, what is the current shoreline master program designation of the site?
The Puyallup River adjacent to the Cherry Street location is designated as Urban Conservancy.
The other sites are not within shoreline jurisdiction.
h. Has any part of the site been classified as an “environmentally sensitive” area? If so, specify.
The Cherry Street portion of the project is within the shoreline and buffer of the Puyallup River.
The other locations are not within any environmentally sensitive areas.
i. Approximately how many people would reside or work in the completed project?
N/A
j. Approximately how many people would the completed project displace?
None.
k. Proposed measures to avoid or reduce displacement impacts, if any:
N/A
l. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if
any:
This project will replace existing utilities and upgrade the components to increase capacity for
current and projected growth in the area. It will not change the land use beyond that existing.
9. Housing
a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low–
income housing.
N/A
b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low–
income housing.
N/A
WAC 197-11-960 Environmental checklist. City of Sumner
12
c. Proposed measures to reduce or control housing impacts, if any:
N/A
10. Aesthetics
a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal
exterior building material(s) proposed?
N/A
b. What views in the immediate vicinity would be altered or obstructed?
No views will be altered or obstructed.
c. Proposed measures to reduce or control aesthetic impacts, if any:
The project will completely stabilize and restore unimproved disturbed areas upon completion.
11. Light and glare
a. What type of light or glare will the proposal produce? What time of day would it mainly occur?
N/A. The project will not produce any light or glare.
b. Could light or glare from the finished project be a safety hazard or interfere with views?
No.
c. What existing off–site sources of light or glare may affect your proposal?
None.
d. Proposed measures to reduce or control light and glare impacts, if any:
None
12. Recreation
a. What designated and informal recreational opportunities are in the immediate vicinity?
There are no recreation opportunities available in the immediate vicinity.
b. Would the proposed project displace any existing recreational uses? If so, describe.
No.
c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be
provided by the project or applicant, if any:
N/A
WAC 197-11-960 Environmental checklist. City of Sumner
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13. Historic and cultural preservation
a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers
known to be on or next to the site? If so, generally describe.
No. There are no properties listed on or proposed for historical registers within the project
vicinity.
c. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural
importance known to be on or next to the site.
None are known to be on or next to the site.
b. Proposed measures to reduce or control impacts, if any:
None.
14. Transportation
a. Identify public streets and highways serving the site, and describe proposed access to the existing street
system. Show on site plans, if any.
The Cherry Street site consists of a utility corridor and does not have public access. Construction
access will be from the existing wastewater treatment plant facility at the west end of project
limits and at the existing pump station at the eastern project limits. The existing pump station is
accessed via a dirt road off of SR410 directly across the highway from Cherry Street.
The other sites are accessed via Mtn. Circle Drive and Parker Road/59
th
St Ct E.
b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit
stop?
N/A.
c. How many parking spaces would the completed project have? How many would the project eliminate?
The project will not generate or remove any parking spaces.
d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not
including driveways? If so, generally describe (indicate whether public or private).
N/A. No new roads will be required. The Parker Road station will involve improvements to the
existing road for pump station access. The other sites will not involve any road improvements.
e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so,
generally describe.
The project will not use water, rail, or air transportation. The BNSF railroad track is located
within the project corridor for Cherry Street and adjacent to the project site for Mtn. Circle
Drive. The force main will be horizontally bored under the tracks for Cherry Street.
f. How many vehicular trips per day would be generated by the completed project? If known, indicate when
peak volumes would occur.
WAC 197-11-960 Environmental checklist. City of Sumner
14
N/A
g. Proposed measures to reduce or control transportation impacts, if any:
N/A. The project will not result in any transportation impacts.
15. Public services
a. Would the project result in an increased need for public services (for example: fire protection, police
protection, health care, schools, other)? If so, generally describe.
Increased need for public services are not anticipated. The proposal will require the same public
service as existing.
b. Proposed measures to reduce or control direct impacts on public services, if any.
None.
16. Utilities
a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone,
sanitary sewer, septic system, other.
b. Describe the utilities that are proposed for the project, the utility providing the service, and the general
construction activities on the site or in the immediate vicinity which might be needed.
This project will replace existing pump stations and upgrade the associated force main.
C. SIGNATURE
I, the undersigned, swear under the penalty of perjury that the above responses are made truthfully and to the
best of my knowledge. I also understand that, should there be any willful misrepresentation or willful lack of
full disclosure on my part, the agency may withdraw any determination of non-significance that it might issue in
reliance upon this checklist.
Signature:
________________________________
Name:
Date Submitted:
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- Shoreline Substantial Developent Permit Application 1-5-11 (City of Sumner)

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Completed 5 August 2020

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