14-101165ommuNrry & ECONOMIC DEVELOPMENT DEPARTMENT
33325 8 h Avenue South
MA 4 ��i4 Federal Way, WA 98003-6325
CITY OF 253-835-2607; Fax 253-835-2609
Federal Way CITY OF FEDERAL. WAY www.ei!yoffederalAay.com
CDS
SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT
EXEMPTION- APPLICATION
File #
TO BE COMPLETED BY APPLICANT
Project Name: S Atsl FO R fl Q u L k H E S:4. D R_ V 1 E VV
_
Project Address: Q
Applicant: (`'I i C H A E L S N F C> RD
P L n C
Mailing Address: - 0 D� S W 7�, 0 O
FeoF_Re�1�
Phone Number: a b (- 3 R 3 -a S 15 E-mail: r 1, I C-6
Description of Project: f> F. m 1 R EXJS-rJNr=
PER KWPact-%fl 015L)Gqq�fn
6,ci ri�C5 r
BOLKHFRO
AND cy%fTRR
5 e_`) e•
1
Meets the criteria for exemption under which section of * WAC 173-27-040:�b
*Washington Administrative Code online: al2g.leg.wa.gov
O - 13
Applicant's Signature Date
Bulletin # 143 — March 25, 2013 1 of 2 k:\Handouts\Shoreline Exemption
sc> V-
TO BE COMPLETED BY STAFF
1) The proposed development is consistent with Section 2 (0 of WAC 173-27-040
and is therefore exempt from the Substantial Development Permit Process.
K Yes ❑ No (explanatory narrative attached)
2) Proposal requires:
Yes
No
❑
�' f
Shoreline Variance
❑
Shoreline Conditional Use
❑
Rview, Approval or Permit by
other State or Federal Agency
(
p qz-4-
3) Proposal complies with applicable provisions of the City's Shoreline Master Program.
Yes ❑ No Condition(s) attached: Yes ❑ No
4) In accordance with FWRC Section 15.05.130, this application is hereby:
Approved ❑ Denied
Director, Community & Economic Development
Distribution:
❑
Applicant
❑
Owner
❑
File
❑
Outside Agency
6 ,5 l
Date
Bulletin # 143 — March 25, 2013 2 of 2 k:\Handouts\Shoreline Exemption
To: City of Federalpartment of Planning and Development)
From: Mike Sanfor
Date: 05-23-14
Re: Sanford Bulkhead Repair Project
Attn: Becky Chapin
Ms. Chapin,
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Cm. DF FEDER4 L WAY
RY
Based upon our conversations I would propose the following amendments to the (Permit
Application) plans and drawings submitted with my request to repair the bulkhead.
The project will lower the height of the bulkhead by 4-5 inches with the exception of
the area up to 36 inches adjacent to north side adjacent bulkhead where we will create a
transition from their bulkhead height to our new lowered height. (To avoid slip/trip
hazards). On the south side this reduction will be accomplished in that area facing south
using a similar 36 inch transition.
In addition the project will clean and remove bulkhead material from the
waterward side of the bulkhead (to the degree safety permits) to reduce the
thickness of the current bulkhead prior to repairs in those areas where feasible and safe
to do so.
From appearances and limited digging it is difficult to determine how much of the
existing bulkhead has eroded away. The bulkhead is more than seventy years old so it is
safe to assume under normal conditions that erosion has occurred. I can find some
concrete that extends significantly waterward below grade but it does not appear to be
consistent enough for me to assert with integrity a specific depth of erosion. Based on
this digging, research into normal erosion, and clear and significant erosion of portions of
the footing, I estimate the erosion of our bulkhead at approximately 2-4 inches at the
bottom portions and less at the top. This is consistent with wave action and other effects
found in similar structures. There is no way for me to assert a specific amount of erosion
as we discussed based on examination of bulkhead material found below grade.
While the city offered three choices of how to proceed I propose lowering the height of
the bulkhead by 4-5 inches. In addition I will both clean and chip off portions of the
bulkhead where feasible and safe to do so. My intention in doing this is minimize the
actual impacts of the repairs and provide assurances that while the repair will be on the
waterward side, our intention is to use no greater thickness of concrete than engineering
and construction standards require.
The proposal to lower the height would be contingent upon the city agreeing to allow the
repair material to be of a thickness agreed upon by the engineer and contractor to be
sufficient to accomplish the necessary repair. That thickness is not less than 3.5 inches
according to both Engineer and contractor.
Please view this memo as an addendum to the permit application we submitted. We look
forward to working with you to move this repair forward.
Respectfully,
Mike Sanford
3006 S.W. 300thPlace
Federal Way, WA 98023
206-383-2815
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Washington Concrete INC.
2919 S Puget Sound
Tacoma, WA 98409
253-376-2854
Waconcreteservices.com
WASHIC1877DH
PROPOSAL
WASHINGTON CONCRETE SERVICES PROPASAL FOR: Mike Sanford, Sheila Benson (206)266-4818
LOCATION: 3006 SW 300 PL Federal Way WA 98023
Washington Concrete INC proposes to repair retaining wall (Bulkhead structural 79' x 6' x 8").
TASKS SCOPE: _
TASK 1: Repair existing bulkhead structure
79'0" L (Aprox) X 6'0" H x 6" to 8" W
TASK 2: Drill Holes 16" O.0 with 6" depth, clean-up
Install #4 epoxy rebar with structural epoxy ST22
TASK 3: Install #4 epoxy rebar's 16" vertical O.0 and 16" Horizontal O.0
TASK 4: Set forms (oil free)
TASK 5: Pour concrete 3000 PSI
TASK 6: Strip forms and clean-up
'INCLUSIONS: - -
-Labor
-All material supplies
- #4 epoxy rebar
-Line bump
Subtotal: $5,000.00
Sales tax: $ 475.00
Project Total: $5,475.00
R it kul ttq:
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