HomeMy WebLinkAboutSHX2020-00035 - SHX Permit / Conditions - 9/22/2020 Mason County
Planning Division of Community Development
I 615 W. Alder St. Bldg.8
Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
F
0-00035 SHORELINE EXEMPTION
ESCRIPTION: REPAIR OF EXISTING WOOD PILING (3) ISSUED: 09/22/2020
YL SLEVE AROUND WOOD PILING, AND THEN FILL WITHEXPIRES: 09/22/2022
ESS: 43 N PARK CREEK PL H ODSPORT
PARCEL: 423295000017
APPLICANT: MANNING CUSHMAN FAMILY LLC OWNER: MANNING CUSHMAN FAMILY LLC
43 NORTH PARK CREEK PLACE 43 NORTH PARK CREEK PLACE
HOODSPORT,WA98548 HOODSPORT, WA98548
FEES: Paid Due
PLA-SHORELINE EXEMPTION $300.00 $0.00
Totals : $300.00 $0.00
CONDITIONS
* All concrete shall be poured in the dry and shall be completely cured for seven days prior to coming into contact with
waters of the state.
* Spill protection measures shall be in place prior to any concrete delivery over water.
* Concrete delivery systems shall be inspected frequently to prevent any discharges of concrete and/or slurry water into
waters of the state.
* Concrete process water shall not enter waters of the state. Any concrete process/contact water discharged from a confined
area shall be routed to a contained area to be treated and disposed of appropriately with no possible entry to waters of the
state.
* If cast in place, wet concrete/grout shall be prevented from entering waters of the state. All forms for any concrete/grout
structures shall be completely sealed off to prevent the possibility of entering waters of the state.
Printed by:Marissa Watson on:09/22/2020 11:19 AM Page 1 of 2
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Mason County
Planning Division of Community Development
615 W. Alder St. Bldg.8
Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
SHORELINE EXEMPTION SHX2020-00035
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. The granting of a permit does not presume to give authority to violate or cancel
the provisions of an other state/local law regulating construction or the performance of construction.
Issued By:
Contractor or Authorized Agent: Date:
Printed by:Marissa Watson on:09/22/2020 11:19 AM
Page 2 of 2
Mason County
•• QL� Planning Division of Community Development
615 W. Alder St. Bldg.8
oyTro, iiv��` Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
SHX2020-00035 SHORELINE EXEMPTION
PROJECT DESCRIPTION: REPAIR OF XISTING WOOD PILING (3) ISSUED: 09/22/2020
USING VINYL SLEVE AROUND WOOD�ILING, AND THEN FILL WITH EXPIRES: 09/22/2022
CONCRETE
SITE ADDRESS: 43 N PARK CREEK PL HOODSPORT
PARCEL: 423295000017
APPLICANT: MANNING CUSHMAN FAMILY LLC OWNER: MANNING CUSHMAN FAMILY LLC
43 NORTH PARK CREEK PLACE 43 NORTH PARK CREEK PLACE
HOODSPORT,WA98548 HOODSPORT,WA98548
FEES: Paid Due
PLA-SHORELINE EXEMPTION $300.00 $0.00
Totals : $300.00 $0.00
CONDITIONS
* All concrete shall be poured in the dry and shall be completely cured for seven days prior to coming into contact with
waters of the state.
* Spill protection measures shall be in place prior to any concrete delivery over water.
* Concrete delivery systems shall be ins ected frequently to prevent any discharges of concrete and/or slurry water into
waters of the state.
* Concrete process water shall not enter waters of the state. Any concrete process/contact water discharged from a confined
area shall be routed to a contained area to be treated and disposed of appropriately with no possible entry to waters of the
state,
* If cast in place, wet concrete/grout shall be prevented from entering waters of the state. All forms for any concrete/grout
structures shall be completely sealed off to prevent the possibility of entering waters of the state.
Printed by:Marissa Watson on:09/22/2020 11:19 AM Page 1 of 2
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Mason Cour
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a, Planning Division of Community Developmi
f' �x
615 W. Alder St. Bld
Shelton, WA 98'.
360-427-9670 ext
www.co.masonme
SHORELINE EXEMPTION SHX2020-000,
I hereby certify that I have read and examined this application and know the same to be true and correcl
All provisions of Laws and Ordinances governing this type of work will be complied with whether
specified herein or not. The granting of a permit does not presume to give authority to violate or cancel
the provisions of an other state/local law regulating construction or the performance of construction.
Issued By:
Contractor or Authorized Agent: Date:/ G
Printed by:Marissa Watson on:09/22/2020 11:19 AM
Page 2 of 2
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Building,Planning,Environmental f14alth,Community HeallJi
Phvuc(360)427-9h7U ext.352 * Fax:(36O)42?'?798 PERMIT NO.:
SHORELINE PERMIT APPLICATION
SHORELINE PERMITS
CONDITIONAL USE* SUBSTANTIAL DEVELOPMENT
VARIANCE* EXEMPTION X
The Washington State Shoreline Management Act(RCW 90.58) requires that substantial developments within designated
shorelines of the state comply with its administrative procedures (WAC 173'14) and the provisions of the Mason County
Shoreline Management Master Program. The purpose of this Act and local program is to protect the stoba'o shoreline
resources. The program requires that substantial development (any development of which the total cost or fair market
value exceeds $7.047.00 or materially interferes with the normal public use of the water orshorelines of the State be
reviewed with the goals, polices, and performance standards established in the Master Program.
Answer all questions completely. Attach any additional information that may further describe the proposed development.
Incomplete applications will bwreturned.
*Shoreline Variances and Conditional use require public hearings and have additional pages that shall be
attached tsthis application.
APPLICANT:
ADDRESS:
TELEPHONE:
(horde) (business)
AUTHORIZED REPRESENTATIVE:
ADDRESS:
(city) (state) (zip) �
TELEPHONE:
PROPERTY DESCRIPTION:
f
Include all parcel numbers: Projects located in open water areas, away from land shall provide latitude/longitude.
/7�
OWNERSHIP,: Contract
Applicant_ Owner Lessee Purchaser (Identify) Other
Owner:
(street) (city) (state) (zip)
DEVELOPMENT DESCRIPTON:
Development proposal (identify and describe the proposed project, including the type of materials to be used, construction
methods, principle dimensions, and other pertinent information):
1/714- , �
K y
Existing Use(identify current use of property with exist improvements):
th �/ a yI -P�QL c
Reason for requesting development:
r ` ,
The applicant shall provide, at a minimum, the following information:
a. SITE PLAN -drawn to scale and including:
i. The boundary of the parcel(s)of land upon which the development is proposed;
ii. The ordinary high water mark (OHWM). This may be an approximate location provided, that for
any development where a determination of consistency with the applicable regulations requires a
precise location of the OHWM the mark shall be located precisely and the biological and
hydrological basis for the location as indicated on the plans shall be included in the development
plan.Where the OHWM is neither adjacent to or within the boundary of the project, the plan shall
indicate the distance and direction to the nearest OHWM of a shoreline;
iii. Where appropriate, the proposed land contours using five-foot intervals in water area and ten-foot
intervals on areas landward of OHWM, if development involves grading, cutting, filling, or other
alteration of land contours;
iv. The dimensions and location of existing structures which will be maintained;
V. The dimensions and locations of proposed structures; parking and landscaping;
vi. The location of proposed utilities, such as sewer, septic tanks and drain fields, water, gas and
electricity;
vii. The location, source, composition, and volume of fill material;
viii. The location, composition and volume of any extracted materials, and proposed disposal area;
b. CROSS SECTION, drawn to scale including:
i. The existing ground elevations;
ii. The proposed ground elevations;
iii. The location and height of existing structures;
iv. The location and height of proposed structures;
V. The OHWM.
c. VICINITY MAP, including:
i. The location of subject parcel using natural points of reference(roads, state highways, prominent
landmarks, etc.).
ii. If the development involves the removal of any soils by dredging or otherwise, identify the
proposed disposal site on the map. If disposal site is beyond the confines of the vicinity map,
provide another vicinity map showing the precise location of the disposal site and its distance to
nearest city or town.
iii. On the map, or separately, give a brief narrative description of the vicinity of the proposed project
including identification of the adjacent uses, structures and improvements, intensity of
development and physical characteristics.
d. ADJACENT LANDOWNERS. Provide names and mailing addresses of all real property owners
within 300 feet of property line boundaries where development is proposed.
ACKOWLEDGEMENT:
I hereby declare,to the best of my knowledge and belief, the forgoing information and all attached information is true and
correct.
(Applican Authorized�1, ,,,rntative) (date)
i
Publication Cost Agreement
Publication cost is the responsibility of the applicant. Final permit processing will not occur until advertising fees have
been paid to the newspaper by the applicant. The Shelton-Mason County Journal will bill the applicant directly.
I/WE understand that I/WE must sign and date the attached acknowledgment indicating and that I/WE understand that
is MY/OUR responsibility. I/WE must submit the signed page as part of application in order for it to be considered as
complete.
Signature of Property Owner Date Print Name
OR
Signature of Applicant Date Print Name
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(LING REPAIR TECHNIQUE
The repair will be done usi g Snapjacket system by Shoreline Plastics LLC. The vinyl
sleeve will be placed around each] f the three piling. It will be resting on an existing cement
footing as seen in the attached photos. The lakebed will not be disturbed as all three piling
have the cement footings. Concr a will then be poured between the vinyl sleeve and the
existing piling. The concrete will rround the wood piling and also fill any voids in the wood.
The resulting piling will be strong and last longer than wood.
A copy of the specs and in ructions for installation are attached. We will modify some
of the instructions as we are not acing the sleeve into sand and we are working with no lake
water around the piling.
all-
Ca►U1:;?4=:;1LEEVE =M
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PART 1 -GENERAL
1.1 SUMMARY 1.3 SUBMITTALS
A. This Section specifies requirements for restoring A. Comply with pertinent provisions of Section 01xxx,
deteriorated piles using an extruded PVC Submittals.
SnapJacket encasement. The work sf all consist of
using PVC extruded single piece openable and B. Details shall be carried out in accordance with the
lockable jacket to create a watertight form local building codes,and as shown on plans.
around the pile to be restored, and filling the
annulus between the jacket and the pile with C. Product Data:
grout or concrete. l. Shoreline Plastics LLC PVC product data sheets
showing material properties and strength.
B. Contractor shall provide all labor, mat rials, tools, 2. Concrete and Grout cut sheets showing material
and equipment required for the completion of the properties and strength.
following Work, as shown on the Contract 3. Concrete and Grout MSDS sheets.
Documents and specified herein: I
1. Prepare existing areas, as defined by these
specifications and related Contra t Drawings, D. Design and Shop Drawings:
designated to receive pile restoration The following information must be provided and
2. Design, furnish, fabricate, and instal all jackets, sealed by a professional civil engineer:
shores, and bracing 1. Calculations showing the confining pressure
3. Prepare installation and placement shop provided by the jacket being used.
drawings listed below 2. Shop drawings showing the SnapJacket
4. Prepare design drawings for shores,and bracing if installation steps, and the filler material to be
required placed in the annular space.
5. Furnish all submittals required by this Section of the
Specifications
6. Coordinate all work with other trades on site.
1.2 REFERENCES
A. The latest edition and addenda of the following
publications in effect on the date of Contract
Award are part of this Specification and, where
referred to by title or basic designation only, are
applicable to the extent indicated by the specific
reference:
PART 2- PRODUCTS THERMAL
2.1 PVC Snapjacket properties PROPERTIES:
l. The PVC Snapjacket shall be extruded from a high Softening Point: 80-84 C Vicat AS
1462.5
impact, weatherable compound that meets the
NSF potable water and zero lead requirements. Max continuous service 65 C
2. The PVC SnapJacket shall have the minimum Temp:
properties listed in the table below. Shrinking Temperature: 82 C
Manufacturer Shoreline Plastics LLC FIRE
Product PVC SNAPJACKET PERFORMANCE:
Flammability: Oxygen 0.45 ASTM D
MATERIAL index 2863
Raw Material Polyvinyl chloride (PVC), Ignitability index 2 AS 1530
Extruded Material Uniaxially Oriented PVC-M
(tested as a tube)
Smoke produced index 8 AS 1530
Molecular Weight 65 K value (tested as a tube)
(resin)
Relative Viscosity 2.15 dL/gm Flame spread index 0 Does not support
combustion
Inherent Viscosity 0.91 dL/gm
Relative Density 1.41 TOXICITY PVC compound meets NSF
Cell Classification 12111 ASTM D-1784 std 61 for use with potable
water
MECHANICAL PROPERTIES: ELECTRIC
Impact Strength: 20 kJ/m2 Izod 200C PROPERTIES:
ASTM D-256 Dielectric strength 14-20 kV/mm
Impact strength: 8 kJ/m2 Izod 0°C (Breakdown)
ASTM D-256 Volume resistivity 1016 Ohm.cm (60% RH)
Tear strength: 750-1000 Ibft/in ASTM D- Surface resistivity 1013-1014 Ohm
624 Dielectric constant 3.4-3.6 at 250 C (60Hz)
Hardness: 80 Shore D
durometer Dissipation factor 0.015-0.020 at 200C
Coefficient of Friction: 0.3 ps PVC to PVC
Ultimate Tensile 257 kg/cma NOTES:
Strength: Ultra Violet Weathering: SnapJacket maintains the
Tensile Strength @ 150-300 ASTM-D 638 same level of UV protection as Vinyl siding and Vinyl
Break: % windows with an exposure rating in excess of 50
Tensile Stress @ Yield: 352 kg/cmz
years.
Tensile Modulus: 2206 MPa
PVC is immune to Microbiological and
Macrobiological attack.
Flexural Modulus: 2413 MPa Testing conducted by Technical University of
Abrasion resistance: 260,000 cycles with Darmstadt Germany
minimal wear gravel and
river sand "
Tear Strength 25.8-35.5 N/m Sources DATA SHEET
NO.
Slpls815/1
Page 2 of 4
of this preparation is to remove all marine growth
and any soft surface layer that may have
accumulated on the extension.The elapsed time
between the cleaning of the concrete surface
and the installation of the SnapJacket
3. PVC Snapjacket Shall be of Shoreline Plastics encasement shall not exceed 72 hours.If this time
manufacture. frame is exceeded contractor shall re-clean the
http://shoreliner)lastics.com/ pile prior to encasement.
4. Contractor shall remove any marine growth that
has accumulated on the concrete surface prior to
encasement.
2.2 SPACERS
3.2 APPLICATION
If Spacers are used to create an annulus around
the pile they shall be of the non-reactive type. 1. PVC SnapJacket Cut the required length of the
jacket. Note that the jacket must allow a
2.3 ALTERNATIVE MATERIALS minimum of a 2 inch annular pace between the
Any alternative materials proposed as a substitute pile and jacket for structural applications.
for the materials specified in this specification shall 2. The snapjacket must extend a minimum of 12
be submitted for review and approval to the inches below the mudline and a minimum of 12
Project Engineer at least 15 days prior to the bid inches above the high water line.
date. 3. When the snapjacket is in place around the piling
Wrap,snap it together to engage
4. Adjust the snapjacket such that it drops at least 12
inches below the mudline and adjust up so the top
PART 3 - EXECUTION is at least 12 inches above the high water mark.
5. Make sure that the piling is centered in the
3.1 PREPARATION Snapjacket.
A. Timber Piles
1. All timber piles scheduled to receive Snapjacket A. Concrete/grout fill
encasements shall be cleaned using h,
' h pressure
water jett. Contractor shall take pre autions in 1. Fill is specified by the owner
order not to remove intact timber sec i n from the Concrete/ can be batch mixed and poured by
existing timber piles during preparation activities. hand into the annular space between the piling
The purpose of this preparation is to remove all and the Snapjacket or For larger projects can be
marine growth and any soft surface layer that pumped.
may have accumulated on the piles. Severely
deteriorated timber may be removed with water
blast. B. Application
2. The elapsed time between the cleaning of a 1. When the Snapjacket is snapped in to place the
timber pile and the installation of the encasement Snapjacket joint is water tight when properly
on that timber pile shall not exceed 72 hours.If this installed, it is recommended that the water is
time frame is exceeded contractor shall re-clean pumped out from between the pile and jacket
the pile prior to encasement. before the concrete/grout is introduced into the
3. Contractor shall remove any marine growth that annular space.
has accumulated on the pile prior to the 2. We recommend that jackets larger than 12" in
installation of the Snapjacket. diameter and longer than 10 feet be supported
B. Concrete with a ratchet strap prior to filling with concrete.
1. All loose and deteriorated concr to shall be 3. Once the concrete /grout fill has set, a grout
removed using hydraulic or pneu atic hand crown should be applied to the top of the
snapjacket.
tools.
2. Contractor shall take precautions not to damage
non-spalled or cracked concrete at location of 3.3 INSPECTION
scheduled repair.
3. After loose concrete is chipped away, all 1. The Work to be provided in accordance with this
concrete surfaces scheduled to receive Section of the Specification shall be subject to
encasements shall be cleaned using high pressure inspection by Owner at any time(s) during the
water-jetting with rating of 5000 psi. The purpose progress of the Work. Contractor shall provide
Page 3 of 4
access and any labor, materials, tools, and Step 6. Position in place and let the sand fill back in
equipment required by Owner to complete around the bottom of the jacket. This holds the jacket
inspection of the Work as specified herein.
2. Completed installations shall be visually inspected in place at the bottom and use a couple of spacers at
to confirm the integrity of the Snapjacket and the the top to keep in place.
concrete/grout fill. Any deficiencies shall be
corrected at the Contractor's expense. The
Contractor shall propose a repair method and Step 7. Fill the space between the piling and Jacket with
submit it to the Engineer for approval prior to ready mix concrete or type M Mortar mix. Use ready
implementing said repair. mix concrete for larger spaces of 1 %" or more and type
3. Acceptance of structure shall be contingent on
the Work meeting all of the requirements of the M mortar mix for space less than 1%". If you are using
Contract Documents as indicated by the results of the Snap Jacket to repair a supporting structure on
all testing,inspection,and other quality assurance
procedures required by Owner. decayed pilings then structural engineering should be
obtained.
4. TYPICAL APPLICATION Step 8. After concrete sets, a crown should be placed
around the top of the piling and Snap Jacket, it should
slop away from the piling to keep water from pooling at
Step 1. Clean off marine growth on piling the top of the Jacket.
Step 2. Measure length of Snap Jacket needed to extend
10 to 12" below the mudline to height of at least one
foot above mean high tide. For best protection and
longest life of piling it is recommended to jacket piling
all the way to the bottom of the deck.
Step 3. Cut Snap Jacket to length using a fine tooth
sawsall or a Dremel circular saw. EUMA Mfilrk
Step 4. Remove soil around bottom of piling by using a
crowzwkt
. ..y
pressure washer or a jet pump. Area should be large
enough to allow the Snap Jacket to extend below the Concrete "
mudline at least a foot and have room to snap the
jacket together once in place. D—redpile
g.
Step 5. Place the Snap Jacket around the piling. The
easiest method is by opening the bottom section of the
jacket then placing around the top section of the piling
and then sliding it down the piling. After placing the --
jacket around the piling, snap the Jacket closed. It is
extends io-iz incIms ,
best to start at the bottom and work your way up to the below ground kma
top (this prevents sand from filling the female gap). You
may need to use a small ratchet strap in order to snap
together(it is important to be sure that the male insert
is in alignment with the female all the way up the jacket
before starting the snapping process).
Page 4 of 4
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City of Tacoma - Department of Public Utilities — Real Property Services
Shoreline Use Permit No. 301
PERMITTED STRUCTURES, IMPROVEMENTS and USES
Portion of the Southwest Quarter of the Northeast Quarter
of Section 29,Township 23 North, Range 4 West, W.M.,
in Mason County, Washington
Existing Fixed Dock—new railings to be
constructed on 3-sides as authorized herein Steps at Shoreline
(see Exhibits B-2 and 8-3 for details)
Existing Rgmp
70la
',.
Replacement of Existing Floating Dock
authorized herein (see Exhibits B-4
through B-6 for new construction details)
Steps
Ir
C" s
awn area
Z ..
Permittee's ock
'!
Structure ++a ;
This i I stration is not to scale. It is provided as a customer
Reference No. cony 4rice to assist in identifying significant characteristics
P2015-171 oft o installation. No liability is assumed by reason of EXHIBIT B-1
reliance hereon.
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City of Tacoma - Department of Public Utilities — Real Property Services
Shoreline Use Permit No. 301
PREMISES
Portion of the Southwest Quarter of the Northeast Quarter
of Section 29,Township 23 North,Range 4 West,W.M.,
In Mason County,Washington
742-foot contour elevation-
,,.
Dock Structure r ... �• ... ... " WOA
(Fixed Dock,
Ramp&Floatingi, PREMISES Ad • 1,7
Dock) e I", r, W . 2" Permittee's
L -- .� y� *�'' Leasehold io
10
.�
LAKE
CUSHMAN
low
Lake Cushman No. t
i
NOT TO SCALE
NOTE: Dock structure not located within the
extensions of Permittee's leasehold lot(Lot 17) lines.
Dock structure authorized and permitted under
Tacoma Power's Prior Existing Use policies (see
Section 1.D.1 of Permit).
REAL PROPERTY SERVICES ILLUSTRATION
This illustration is not to scale. It is provided as a customer
Reference No. convenience to assist In identifying significant characteristics EXHIBIT A
P2015-171 of the Installation. No liability Is assumed by reason of
reliance hereon.
Richard Manning
PO Box 261
Hoodsport, WA
August 31, 2020
Marisssa Watson
Mason County Community Services
615 W Alder St Bldg 8
Shelton, WA 98584
00
Dear Ms Watson: `'
Please find enclosed an OK letter from Wynnae Wright of Tacoma Power
and the completed Shoreline] Permit Application for an exemption for SEPA. I
have enclosed payment of $3 0 as you stated in your email dated July 30, 2020.
After you write a Letter of Exemption from SEPA I will be able to proceed with the
permit I need from DFW.
Thank you for your assistance in this application process. I submitted a
Permit Submittal Appointment Request with Community Services on August 5 but
have not received a response from them as yet.
Contact me by email at manningrb@aol.cur or phone at (360) 877-5348
with any questions.
Sincerely,
fhard Ma Wing
Marissa Watson
From: Trish Woolett
Sent: Friday, August 14, 2020 8:59 AM
To: manningrb@aol.com
Cc: wwright@cityoftacoma.org; Marissa Watson
Subject: RE: Possible building permit
Mr. Manning,
Based on the scope of work listed in this email with no further work, a Building Permit would not be required.
Kind Regards,
Tricia Woolett
Building Inspector-Plan Review
tw@co.mason.wa.us
(360)427-9670 ext. 281
From: manningrb@aol.com <manningrb@aol.com>
Sent:Thursday,August 13, 2020 9:32 AM
To:Trish Woolett<tw@co.mason.wa.us>
Subject: Possible building permit
I am performing some repair work on the 3 piling for my floating dock on a previously permitted dock here on Lake
Cushman. The permit number from Mason County is BLD2015-00850. I will be placing a vinyl sleeve around each piling
and filling the space between it and the existi g wood piling with concrete. I will be using the Snapjacket system. The
sleeves and concrete will rest on already existing concrete footing around each piling so no disturbance of the lake bed. It
will take approximately between 9 and 10 cubic feet of concrete. I have applied to Tacoma Power and have started the
process with WA Fish and Wildlife, the JARPA form, contacted US Corps of Engineers and Marissa Watson of Mason
County Community Services. She suggested I contact you to determine if I need permit from the building department.
If you have any questions I can be reached at my home phone (360) 877-5348 or by email.
Thank you.
Richard Manning for Manning Cushman Family LLC.
i
3628 South 35"Street
Tacoma,Washington 98409-3192
POWER TACOMA PUBLIC UTILITIES
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I �
August 31, 2020 VIA EMAIL
Richard Manning (mannin rb aol com)
PO Box 261
Hoodsport, WA 98548
SUBJECT: Manning - Regulatory Permitting for Maintenance of Shoreline Structures
Located on Taco a Power Property Adjacent to Lot 17, Plat of Lake
Cushman, Divisioi 1
Dear Mr. Manning,
The City of Tacoma, Department f Public Utilities, Light Division (Tacoma Power) was recently
contacted to review plans for the repair of existing structures located on Tacoma Power's
Cushman Hydroelectric Project lands (Project) adjacent to your Lake Cushman development lot.
The shoreline structures in questi ns were permitted via Shoreline Use Permit No.301. Tacoma
Power has no objection to the pro
osed repair project on Tacoma Power's Project lands and
authorizes you to move forward your regulatory permit applications.
We have reviewed the enclosed plication package, received August 12, 2020, which
describes the existing uses and the proposed repairs. Tacoma Power will need copies of the
required regulatory permits before we can issue a short-term license for the repair work within
the Project area. Please provide copy of this letter to the regulatory agencies when you apply
for your permits.
Feel free to contact me at 253-44'-4180 or wwright(o)�ci.tacoma.wa.us if you have any
questions.
Sincerely,
�111 �
Wynnae Wright
Shoreline and Lands Coordinator
Enclosure: Manning application package, dated 8/12/20.
c: Dori Bishop, Sr. Real Este a Specialist, City of Tacoma
Travis Nelson, Acting Wil I ife and Lands Manager, Tacoma Power
Lindie Schmidt, Shoreline 3nd Lands Coordinator, Tacoma Power
Kyrra Wilson, Wildlife an :Recreation Lands Officer, Tacoma Power