18424 88TH AVE W.PDFiiiiii lill 11
8346
18424 88TH AVE W
Project Revliew'Checkfist
_1\ &-*--
Project Name: ', CA6=���
Plan Check #:
Project Address: \ i�'�"LA eJ - �,�J % . Receipt Date:
Underground Wiring Required
Hydraulics Permit
Plat/Subdivision Requirements
Street Dedications
Easements - Public/Private
Engineering Storm Drain Review Feel
Engineering 2.2 Inspection Fee
Drainage Plan (On -site)
Setback - Storm Drain Line
Open Ditch - Existing
Culvert Required
Culvert Size
Shoulder Drainage/Shale Open Runoff
Catch Basin Required
Driveway Slope & Vehicle Access
Sidewalk Required
Curb & Gutter Required
Curb Cut for Driveway Required
Street Paving Required
Right -of -Way Construction Permit Required
Bond Required for Public Improvements
FEMA Map Check/Water Table
Side Sewer -Availability
Calculate Sewer Fee if No LID#
Water Meter Size
Water Meter Charge Required goo —
Hydrant Required
Street Cut
Miscellaneous
RW Permit #
SS Permit # q k � �
Fire Connection $
Date Issued
Datelssued 4_ZAIka:�
Date Issued
Receipt #
Receipt #
Receipt #
Meter Size "51 kA Paid $ Date � —_L�4 -40Z�' Receivt � Lct I - T-1
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3872
3
DIMENSIONS PARTS
(All dimensions are in inches. Do not use for construction purposes.)
MODELS
Ord., No.
HP
Volts
Ah".-i
to
RPM
Solids
Handling
Power Cord
Lepath
Wts.
(153.)
WWO511
WWO512
1/1
115
1
13.0
....
10
22
230
6.5
i
WWO511A
115
13.0
10,
—
23
WW0511F*
115
13.0
20'
22
WWO512F*
230
6.5
20'
22
WWO511AC'
115
30
20'
23
UUH—b 4UIoMa'lc operavon. Pump includes thoal $Mich.
�enotes 20 foot power cord.
"AC denotes automatic operation, CSA listed with 20 foot power and switch cord.
* CSA listed units.
Item
No.
Description
I
Impeller
2
Rugged thermoplastic
base
3
Rugged thermoplastic
2
4
Mechanical seal
5
Ball hearings
6
0-rings
7
Power cord
8
Oil filled motor
9
Cast iron motor
housing/stator assembly
10
Thermoplastic motor cover
PERFORMANCE RATINGS-
--iotal —Head
(ft. of water)
Gallons Per
Minute
10
63
12
49
14
31
16
14
18
0
Goulds Pumps
<& ITT Industries
22
Sewage Pump
3872
APPILICATIONS
Specifically designed for the
following uses:
• Residential sewage systems
• Dewatering
• Water transfer
Anywhere waste or drainage
must be disposed of quickly,
quietly and efficiently.
SPECIFICATIONS
Pump:
• Solids handling capability:
2'maximum.
• Capacities: up to 75 GPM.
• Total heads: up to 18 feet.
• Discharge size: 2' NPT.
• Mechanical seal: carbon-
rotary/ceramic-stationary,
BUNA-N elastomers.
• Temperature:
104o F (40oC) continuous
1140� F (6u-C) intermittent.
• Fasteners: 300 series
stainless steel.
• Capable of running dry
without damage to
components.
Motor
• Single phase: % HP, 115
or 230 V. 60 Hz, 1550 RPM,
built in overload with
automatic reset.
• Power cord: 10 toot
standard length, 16/3 SJTW
with three prong grounding
plug. Optional 20 foot
length, 1613 SJTW with
three prong grounding plug.
• Fully submerged in high
grade turbine oil for
lubrication and efficient
heat transfer.
Available for automatic and
manual operation. Automatic
models Include Mechanical
Float Switch assembled and
preset at the factory.
METERS
4
7-
6-
5-
2
I
Z 4-
3-
2-
FEATURES
0 Impeller Glass -filled
thermopla�iic Full -Vortex
design with pump out vanes
for mechanical seal protection.
fill Casing and Base:
Rugged glass -filled
thermoplastic design provides
superior strength and
corrosion resistance.
III Motor Housing: Cast iron
for efficient heat transfer,
strength, and durability.
m Motor Cover: Thermo-
plastic cover with integral
handle and float switch
attachment points.
a Bearings: Upper and lower
heavy duty ball bearing
construction.
III Power Cable: Severe duty
rated oil and water resistant.
III 0-ring: Provides positive
sealing. Easity replaced
during maintenance.
a Stainless steel fasteners.
AGENCY USTING
CIP. Canadian Standards Association
(CSA listed model numbers
end in "F" or "C".)
Goulds Pumps is ISO 9001 Registered.
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0 2 4 6 8 10 12 14 6 m01hr
C.PACITY
21
Goulds Pumps
<& ITT Industries
S—r. _- 1�'A4T4 &6TmAx,
June 19, 2000
Mayor Gary Haakenson
121 5th Avenue N
Edmonds, WA 98020
RE:CEIVIED
JUN 2 0 2000
OFFICE OF THE MAYOF1
Subj: Development at 18424 88th Ave W, Short Plat #98-118, followup on drainage issue
Dear Mayor Haakenson,
I feel a bit reluctant to write to you about an issue that will appear minor compared to other
matters now facing you, but it involves a member of City staff that I have been informed reports
directly to you, so there is no other intermediate supervisor to take this to. I hope you can help.
On February 18, 2000, 1 wrote a letter to Jim Walker expressing my concerns about the lack of a
properly designed pumped drainage system for the subject development. In that letter I outlined
my reasons for concluding that the drainage system at this property had not been adequately
engineered as required by the Edmonds Community Development Code (ECDC). There is a
long-standing problem with drainage (basement and crawl space flooding) on the 18400 block of
90th Avenue West downslope from this development, and ourselves and most of our neighbors
have expressed concern about this issue on multiple occasions from the earliest stages of review
of this project, both formally and informally.
On March 17, 2000, after having gone for a considerable period of time with no response to my
letter, I called Mr. Walker back to follow up. He stated that he was unable to find a copy of my
letter of February 18th, and asked if I would send another copy, which I did.
On May 19, 2000, with another 2 months having gone by with no response to my letter, I called
Mr. Walker again to follow up. When I told him I that 3 months was a long time to wait for a
response to my letter, he told me that Don Fiene was supposed to be working on it. I did receive
a call from Don Fiene, who in passed me on to Lyle Chrisman, the field inspector. Mr. Chrisman
informed me that he had instructed the developer to install a drainage system designed by a
Professional Engineer, exactly what I had been requesting from the beginningH But.. it was all
verbal. There was never any letter.sent to back it up. When I later called back Don Fiene to ask
him if he knew that Mr. Chrisman had instructed the developer to install a P.E.-designed drainage
system, he said that he was aware of this, but as to whether the developer would actually comply,
his response was "we'll have to see", and expressed no intent to follow the matter up. I have to
ask: can we realistically expect a developer to respond to a directive that was never put in
writing?
Being dismayed that Mr. Chrisman was getting no support from the Engineering office on this, I
called Mr. Walker back to take up my concerns with him directly. He was not in, so I left him a
message on his voice mail. In that message I summarized the lack of support for Mr. Chrisman
that I perceived, I reiterated that I am still waiting for a reply to my letter of February 18th, and I
requested that he call me back. He did not return my call. In fact this has become a point of great
Mayor Gary Haakenson
June 19, 2000
Page 2
fiustration for me: Mr. Walker has repeatedly failed to return my calls over the extended period of
time that this matter has been going on.. since 1998. 1 have to confess to feeling ignored.
Since I work for a large bureaucracy myself, the City of Seattle, I can understand that a piece of
correspondence might occasionally get overlooked, or action delayed. But when an issue has
been raised by a concerned citizen, as was the case with my February letter, involving a matter of
concern expressed by many homeowners, and when repeated followups fail to elicit a response,
my feeling of sympathy for the staff involved tends to disappear. What is going on in the
Edmonds Engineering Department that makes it so difficult to get a response? To be clear, let me
mention that the non -response problem appears to be confined to the Engineering City Hall office
staff In contrast, I would compliment Mr. Chrisman in his efforts to do a good job.
Meanwhile, the clock is ticking, and the subject development is nearly complete. My fear is that
the project will be "finalled out", and the City will claim it is too late to take action. Then the
downhill neighbors will be left "holding the bag" when the drainage system malfunctions or
overflows (which I fully expect to occur in time) which will aggravate existing drainage problems,
and direct the increased runoff from the new roofs and pavement directly at our home, our next -
door neighbor's home, and others.
Specifically, I am requesting a reply to my letter of February 18, 2000, and I am requesting
enforcement of the requirements of the ECDC, Section 18.30, that require that the system be
4esigned by a professional engineer. Any help you can lend getting City staff to respond will be
grevitly appreciated.
'Yo s very truly,
o Ott Mc
tt M Lean
18409 90th Ave W
Edmonds, WA 98026
(206) 684-3045 (W)
cc: Eichner
Moloney
Peterson
Sauter
Other 90th Avenue residents
Chrisman, Lyle
From:
Steve Negri [NEGRISJN@dfw.wa.gov]
Sent:
Monday, February 14, 2000 9:37 AM
To:
chrisman@ci.edmonds.wa.us
Cc:
twenty 1 stcent@hotmail.com
Subject:
Continued work at 18424 88th Ave. West in Edmonds and Bald Eagles
Mr. Joseph Hengtgen
21st Century Builders LLC
Seattle, WA 98116
RE: Short plat of parcel #4346-000-034-0104 and future building
plans for Lot B which is within the active Hutt Park #517 bald
eagle territory and located in the SWNW 1/4 of Section 18, T27N,
R4E in Edmonds, WA.
Dear Mr. Hengtgen,
This letter is in response to your letter dated February 4, 2000 and
our subsequent conversation on February 11 regarding the
possibility of continuing some work through February 18, 2000. As
you are aware, the short plat lot is located approximately 700 feet
from an active eagle nest. A timing condition for any additional
clearing, grading or external construction between February 1 and
June 15 of any given year was part of the approved permit,
however, I allowed work to continue through February 6 in an
effort to finish up some additional external work. After speaking
with you again, I have reviewed what is left to do and will allow
work to continue through February 18 provided the following
conditions are met.
CONDITIONS:
The following conditions apply to protect bald eagles and their
habitat.
1) The remaining siding may be finished and all driveway work
may continue provided all will be completed no later than
February 18, 2000. Any sawing, etc. will be conducted inside.
2) The utilities line will be trenched by hand through the neighbors
property, however, a ditchwitch may be used to trench the stretch
running along side their driveway out to the street provided that all
work be completed no later than February 18, 2000.
3) If the nest becomes active, any deck work will need to be
completed after June 15, 2000, however, landscaping may be
conducted at any time provided no heavy equipment is used.
4) Inform all workers to be conscious of any activities that may
impact the eagles ( e.g. work such as sawing etc. that can be
conducted in areas already enclosed and no use of boom
boxes).
If you have additional questions, I can be reached at (425)
379-2301.
Sincerely,
Steve Negri
Wildlife Biologist
cc: Lyle Chrisman, City of Edmonds
PLANNINr-- DATA
NAME:-2—,/
SITE ADDRESS:
—ILLL-�"ATE:
ZONING: --- �PLAN CHK#:
PROJECT DESCRIPTION:
CORNER LOT��(Yes/No) FLAG LOT
(Yes/No)
SETBACKS:
Required Setbacks:
Front: /"'0 Left Side:-20-_Rlght Side:
Rean
�eft Side:—,Z,-P- —F31� Slde:_Ze�)
p c� �nkarf f
Stree map checked for additional setback requlred?—,Z�1� �(YesiNo)
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y/N)
LOT COVERAGE:
MaxImurnAllowed-
19
BUILDING HEIGHT:
Maximum Allowed:
Actual Height: 2'11-1:�-s
Datum Point: Datum Elevation:
A.D.U. CREATEM: Ijlzt
SUBDIVISION:
CRITICAL AREAS #:- --
SEPA DETERMINATION:
LOT AREA:
OTHER:
LJ
PERMIT EXPIRES
CITY OF EDMONDS
USE J PE
ZONE RMIT
NUMBER
CONSTRUCTION PERMIT APPLICATION
JOB
ADDRESS SUITE/APT#
OWN ER NAMEIFNAME OF BUSINESS 7 C_ f"
LEGAL D JESCRIPTION CHgCK
SIUPDIVISION NO_
LID NO.
MAILING ADDRESS
0
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
EXISTING — REQUIRED DEDICATION—__;.
TESCP Approved
Rw Perynit R*quIr*d,4,�,_, 0
street Use Pennit Rsq'olt,'1*13
CITY ZIP
TELEPHONE
'MyInspection
J,.;
PROPOSED
Required ��w
Sidewalk Requlredj",.,�,,' [3
NAME
METER SIZE
LINE
FIXTURES
PRV REQUIRED
Y /1 f
J
=SIZENO.
,OF
YES NO 0
A
0
3
t-
!E
ADDPgSS
REMARKS I A,;
L)
cc
rd
TITY zip
TELEPHONE
�j �j P, j�
es
NAME
It,_,
ENGINEERING MEMO DATED REVIEWED BY
f j'.
ADDRESS J
�0
FIRE MEMO DATED REVIEWED BY
f
t-
z
CITY ZIP
TELEPHONE
0
f
'46 �O
VARIANCE OR CU
ADBN
SHORELINE
#
STATE LICENSE NUMBER EXPIRATION DATE
fHECKED BY
SEPA REVIEW
SIGN AREA
HEIGHT
COMPLETE EXEMPT
ALLOWED PROPOSED
ALLOWED PR POSED
OZ
LEGAL DESCRIPTION OF PROPERTY - INCLUDE ALL EASEMENTS
P
I _I "I �', - — _fi� I Aj C7, 0!
EXP'
LOT COVERAGE
ALLOWED PROPOSED
REQUIRED SETBACKS (FT.)
FRONT SIDE REAR
PROPOSED SETBACKS (FT.)
FRONT UR SIDE REAR
U
PROPER TA� ACC PARCEL NO.
9PNT q
i , " i" ) " 4
z
z
T
LO AREA
W
-,.' 1) x
t"
r
PLT,,NINq FIEV19W BY DATE
NEW RESIDENTIAL PLUMBING MECH
R4MAR KS.
ADDITION COMMERCIAL o COMPLIANCE OR
CHANGE OF USE
REMODEL 0 APARTMENT 0 SIGN
0 REPAIR M GRADING 0 FENCE
CYDS
CHECKEDBY
ITY' ')F,90NSTRUCTION
OCCUPANT
CQ,7�1! GROUP
I
X;_ FT)
0 DEMOLISH C:] TANK 0 OTHER
� ,�
GARAGE
[:1 RgMM! WALL 0 RENEWAL
SPECIAL INSPECTC P jtj]�A`
REQUIRED 0 YES
OCCUPANT
LOAD
z
CARPORT
If 12,
(TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN:
ROMARKS
PROGRESS INSPECTIONS PER UBC 108
W
0
0
NUMBER B AOF CRITICAL
L
rE LING
OF AREAS
I, zj-'14, 4� 0� "V�i
0
STORIES NUMBER
DESCRIBE WORK TO BE DONE
V j, P
7, 6, V
t
FINAL INSPECTION
REQUIRED
VALUATION
FEE
PLAN CHECK FEE
HEAT SOURCE
4
ZING %
LOT SLOPE %
BUILDING
4
PLAN CHECK NO:
VESTED DATE
PLUMBING
MECHANICAL
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
GRADING/FILL
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURSSAIDEWALKS, DRIVEWAYS, MARQUEES,ETC.) WILL REQUIRE
t
SEPARATE PERMISSION.
cc
STATE SURCHARGE
W
PERMIT APPLICATION: 180 DAYS
PERMIT LIMIT: 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
STORM DRAINAGE -FEES
in W "APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS ENG. INSPECTION FEE
IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
It EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
A PLAN CHECK DEPOSIT
0 DEEMED To MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
x NOR LIMIT IN ANYWAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION."
TOTAL AMOUNT DUE
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT, AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
CALL This is
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED application not a permit until signed by the
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO Building Official or hiwber Deputy: and Fees are paid. and
FOR INSPECTION
WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. receipt is acknowledged in space provided.
L 'GENTill OFFICIA)I�S SIGNATURE
TUR DATE
(OWNER OR A DATE SIGNED (425)
,SISNA.TURE
771-0220 jo�
RELEASED BY DATE
ATTENTION
IT IS UNLAWFUL TO USE OR OCtUPY A BUILDING OR STRUCTURE UNTIL
A FINAL 'INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
ORIGINAL - FILE YELLOW - INSPECTOR
CATE OF OCCUPANCY HAS BEEN GRANTED. USC SECTION 109
PINK - OWNER - GOLD - ASSESSOR
CITY OF EDMONDS
9 0
fill
Address of Construction: xf,
ProperjtyLe al Description (Include all easements):
Owner and/or Contractor:
State License No.
ASingle Family
EI-Multi-Family (No. of Units-)
El
El Public
SIDE SEWER PERMIT.
PERMIT INIO 'gi I I
LREATIAENT PLANT i
-----------
Building Permit No.
Invasion into City Right-of-WayX No El Yes
RW Construction Permit No.
Cross other Private PropertyA. No El Yes
Attach legal description and copy of recorded easement
I de4'1fy'Cw I have/ead and Oq)comply with all city requirements
as indicated on thh back offhe"Permit Card.
Oate
CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION
PERMIT MUST BE POSTED ON jOB SITE
White Copy; File Green Copy: �nspector Buif Copy: Applicant
Revised 3/90
NOTICE:
Nb--War-ranty ... orac7M-.
hown on the attached
The information S h e City Of
map(s) was compiled for use by t
Edmonds,; its Employees and Consultants.
Th,e City of 'Edrn.onds does not. warrant the
rth on these
accuracy of anything set fo
entity -requesting a
Map(�-). Any person or I
copy should conduct an independent
0 -ation shown on
inquiry regarding the inf rm, ited to,
tFe -map(s), including, but not Jim -h
th . e location of any sewer stub shown. Suc
sewer stubs may or may, not exist. and may
at the location shown.
or may not exist
,�ity of Edmo'nds nor its
Neither the k_.1
emp]-o-yee-s o-r office-rs -shal] be 11a.b.-IFe for the
information given on this map(s), nor for
any one representation provided based
upon said map(s).
The City of Edmonds
Side Sewer Drawing
EASEMENTNO . .................... ....................... %
NEW CONSTRUCTION REPAIRS 0 LID NO . .................. ASMT. NO . ..................
OWNER............................ ------------------------------- --------------------------- ...... CONTRACTOR 21.4't --- ..................... PERMIT NO.
JOB ADDRESS ......... 3-e�.�7 ... --- C ..... CL,/ ................ LEGAL DESCRIPTION: LOT NO. -#/ ... ........ . 9.67VO BLOCK NO . .................. ................
NAMEOF ADDITION -----------------------------------------------------------------------------------------------------------------------
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400.4
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Approved:
PWW-0001-11/75 (REV.11/78)
DATE2.71 e-?P .................... B .............. ...............
ED ZONTEK, P.E.
'CONSULTING CIVIL ENGINEER
911 Westmorland Drive
Wenatchee, WA 98801,
(509) 662-0649
November'21, 2000
City of Edmonds
Engineering Department
121 5t' Ave. North
Edmonds, WA 98020
ATTN: Mr. A. Lyle Chrisman IV, P;E..
Mr. Don Fiene, P.E.
RE:, -STORM WATER PLAN & CALCULATIONS
1842488 TH AVENUE WEST
BUILDING PERMIT #200034
Dear Mr. Chrisman & Mr. Fiene,
In an effort to comply with Chapter 18.30 Storm Water Management of the Edmonds Community
Development Code, I prepare&storm wat ' ek calculations* and a storm water site plan for the
existing residence located at'l 8424 88 th Avenue West. During a recent meeting between my
client,. Mr.- Mike Hengtgen. of 2 1 " Century Builders , and the City of Edmonds Engineering
Department, concerns regarding the calculations and. site plan were raised which require
clarification. Following are . my responses to. each of the concerns. forwarded to me by Mr.
Hengtgen:
1. The �intent of the storm -water calculations and storm water site plan was.to determine storm
water runoff from contributing impervious surfaces for the critical design storm and verify the
existing storm water system and pump have adequate capacity to accommodate peak runoff.
As can be seen from the calculations, the 100-year storm generates 24 g.p.m. peak runoff and
the existing pump has 25.7 g.p'.m. capacity. Therefore capacity of the pump. and discharge
pipe exceeds peak runoff from the I 00-year storm.
2. The storm water site plan, include's a tabulation of removed. and riew -impervious- surface areas.
The net impervious area increase of 754 §.f. included removed, pavement area. However, Mr.
Hengtgen informed me the City of Edmonds ' does not.recognize removed pavement as a
decrease in net impervious afea calculations. The removed pavement area included pavement
both inside and outside the building envelope. In an effort to. clarify.and more accurately
p
de , termine'the net impervious- area inckease,-Mr. Hengtjgen.visiti�d the'�ite and iii.easured-200
s.f. of new brick-pa'ver driveway and 1,695:s.f of new rodfared'otitside the original pavement.
Therefore the, net,impervious -area increase is:1,895 s.f.
18424 88THAVENUE WEST (BUILDIN.G PERMIT #200034)
November 21, 2000
Page 2
If you have any questions or require additional information, please telephone me.
Sincerely,
zo
WAS
Ed Zontek, P.E�-�
Consulting Civil Engineer
cc: Mr. Mike Hengtgen,'2 I" Century Builders 2
EXPRUS
ED ZONTEK, P.E.
CONSULTING CIVIL ENGINEER
911 Westmortand Drive
Wenatchee, WA 98801
(509) 662-0649
To: City of Edmondo
1215" Avenue North
Edmondo, WA 95020
LETTER OF TRANSMITTAL
DATE: 10-17-00
PROJECT NO:0004A
ATTENTION:Mr. Pon Fiene, P.E.
RE: 5torm Water Plan & Calculationo for:
18424 bbt' Avenue Wcot
Duildine Permit #200034
Mike Henotoen / 21" Century Duildero
I am sending you 0 Attached U Under separate cover via the following items:
L) Plans 0 Prints L) Specifications 0 Calculations
Ll Copy of letter L) Change order L) Addendum L1 Other
Copies
Date
No.
Description
1
10-16-00
5torm Water Plan & Calculationo for: lb424 bbth Avenue W.
1
10-16-00
C1
5torm Water 5ite Plan
These are transmitted as checked below:
Q For approval Q Approved as submitted Ll Resubmit copies for approval
U For your use Ll Approved as noted Ll Submit _ copies for distribution
U As requested U Returned for corrections Q Return corrected prints
0 For review & comment L) Prints returned after loan to me
U For bids due
19
L9
Remarks: [)car Mr. Fiene, Enclooed are the otorm water caloulationo and oite plan.
Pleaoe review them at your earlie!5t convenienGe and inform me of rommcntc'.
If you have any ciue!5tiono or require additional information, rlea!5e telephone me.
RECEIVED
Copy to: 'Mike Henotoen CC 1 2 5 2000 Signed:
ENGINVOFM"ING
/L
C- D".)
STORM WATER CALCULATIONS
Storm Water Plan & Calculations for:
1842488 th AVENUE W.
Edmonds, Washington
Prepared for
Mike Hengtgen / 21st Century Builders, LLC
October 2000 elok
Project No. 0004A
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Project Location: Lot I of Snohomish County Short Plat No. S-98-113
19424 881h Avenue W., Edmonds, Washington
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All calculations, plans and details included in this document and the corresponding
construction drawings were prepared by the undersigned, whose seal as a
professional engineer licensed to practice civil engineering in the State of
Washington, is affixed below.
ED ZON TEK, P. E
Consulting Civil Engineer
L)
)I I Westmoriand Drive
Wenatchee, WA 98801
(509) 662-0649
I
I
STORM WATER CALCULATIONS
1.0 PARAMETERS:
1. 1 All storm water calculations will comply with applicable sections of
Chapter 18.30 of the Edmonds Community Development Code passed
June 27, 2000.
1.2 As requested in a letter dated July 14, 2000 from Mr. Don Fiene PE,
acting city engineer, to Mr. Mike Hengtgen, the purpose of these storm
water calculations is to determine the peak runoff rate from contributing
impervious surfaces to the storm water sump and verify the installed pump
has adequate capacity to accommodate the peak flow.
1.3 The pump and discharge pipeline are required to accommodate peak
runoff from contributing impervious areas for both the 1 0-year 24-hour and
1 00-year 24-hour storms with 2.0-inches and 3.0-inches of rainfall
respectively with SCS Type 1A distribution.
1.4 Construction of the new storm water system was completed prior to
preparation of these calculations. The storm water system captures runoff
from the entire roof and portion of the new and existing paved driveway. It
consists of roof gutters and downspouts, as well as a catch basin in the
driveway, connected to underground drain pipes discharging to a Type 1,
catch basin, where sediments and oils are retained. Discharge from the
catch basin flows into a sump where a sewage pump is located. The
pump discharges into a small -diameter pressure pipeline, which
discharges to an existing catch basin.in the public storm water system in
88 th Avenue W. See attached drawing titled Storm Water Plan &
Calculations for 18424 881 AVENUE W
1.5 Storm water runoff analysis will conform with the procedures and
methodology presented in Technical Release 55 (TR-55) issued by the
U.S. Soil Conservation Service (SCS). Runoff hydrographs will be -
calculated using the modified Santa Barbara Urban Hydrograph Method.
1.6 Runoff hydrograph calculations will be performed using Eagle Point Civil
Series Watershed Modeling Module v99f computer program operating in
AutoCAD 04.01. Contributing impervious surface areas were measured
on the storm water site plan by computer methods.
1.7 Pressure pipe hydraulic analysis calculations will be performed using
Haestad Methods FlowMaster v5.08.
18424 88" AVE. W 1 ED ZONTEK, RE
2.0 RUNOFF HYDROGRAPHS:
2.1 .10-YR. 24-HR. STORM:
Program Input:
Watershed Area = 3134 s.f. = 0.0719 ac.
Curve Number = 98
Time of Concentration = 8.00- min.
Rainfall = 2.0 in. with SCS Type 1A distribution
Impervious Fraction = 1.00
Program Output:
See attached hydrograph report labeled RECORD NUMBER I with
description 10-YR. IMPERVIOUS SURFACE RUNOFF.
Peak Discharge: 0.03 c.f.s. = 14 g.p.m.
2.2 1 00-YR. 24-HR. STORM:
Program Input:
Watershed Area = 3134 s.f. = 0.0719 ac.
Curve Number = 98
Time of Concentration = 8.00 min.
Rainfall = 3.0 in. with SCS Type 1A distribution
Impervious Fraction = 1.00
Program Output:
See attached hydrograph report labeled RECORD NUMBER I with
description 100-YR. IMPERVIOUS SURFACE RUNOFF.
Peak Discharge: 0.05 c.f.s. = 24 g.p.m.
3.0 HYDRAULIC ANALYSIS:
3.1 PRESSURE PIPE OPERATING CURVE:
Calculate operating curve of pressure pipe from pipeline data.
Program Input:
Pressure at Discharge = 0.0 ft. of water
I I
18424 8e AVE. W 2 ED ZONTEK, P. E
Elevation at Pump Suction = 186.7
Elevation at Discharge 196.2
Pipe Length = 325 ft.
Hazen -Williams Coefficient = 130
Pipe Diameter = 2 in.
Pump Discharge Flow Rate = 10 - 30 g.p.m.
Due to relatively low flow velocity, minor headloss is negligible and can be
ignored without significantly effecting the calculations.
Program Output:
See attached head vs. discharge curve titled PRESSURE PIPE
OPERATING CURVE.
3.2 PUMP OPERATING CURVE:
Installed pump is Gould model 3872. See attached manufacturer's
literature including head vs. discharge curve. ,
Manually plot pump curve on pressure pipe curve. See attached head vs.
discharge curve titled PRESSURE PIPE OPERATING CURVE.
3.3 OPERATING POINT:
The point where the pressure pipe curve and pump curve intersect is the
operating point.
Program Output:
See attached worksheet titled PUMP OPERATING POINT.
Operating Point = 25.7 g.p.m. at,15.3 ft. of water
Operating Discharge > 100-yr. 24-hr. Peak Discharge .-.
Installed pump discharge exceeds peak runoff discharge.
18424 88" AVE. W 3 ED ZONTEK P. E.
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............
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PROACT DATA
OWNER / DEVELOPER
21. M�� M.MM C
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WE DATA,
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1-18. WT I
IU2. A�
STOM WATER DATA
UM FOR SM PLA*
L� SURVEYOFM
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PAW�T W � WER SYSTDA
��T � � BY �/�Mk
RAIMMA AREA DAT&
— PA�T -I..
PA�T K
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.T �R.MS — LF.
�G PA�T M &F.
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STORM WATER SITE PLAN
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10/18/100
HYDROGRAPH REPORT
RECORD NUMBER 1
TYPE SANTA BARBARA
DESCRIPTION 10-YR. IMPERVIOUS SURFACE RUNOFF
(HYDROGRAPH INFORMATION]
Page 1
Peak Discharge ............................ = 0.03 (cfs)
Volume .............. * ...... * .............. = 0.01 (acft)
Time Interval ............................. - 3.00 (min)
Time to Peak .............................. = 477.00 (min)
Time of Base .............................. - 1467.00 (min)
Multiplication factor ..................... = 1.00
[BASIN DESCRIPTION]
Watershed Area ............................ = 0.07 (ac)
Curve Number .............................. = 98
(TIME CONCENTRATION -- USER DEFINED)
Time of Concentration ..................... = 8.00 (min)
[RAINFALL DESCRIPTION]
Distribution Type ......................... = SCS IA
Total Precipitation ....................... = 2.00 (in)
Return Period ............................. = 10 (yr)
Storm Duration ............................ = 24.00 (hr)
Impervious Fraction ....................... = 1.00000
10/18/100 Page 1
HYDROGRAPH REPORT
RECORD NUMBER : 1
TYPE SANTA BARBARA
DESCRIPTION 100-YR. IMPERVIOUS SURFACE RUNOFF
[HYDROGRAPH INFORMATION]
Peak Discharge ............................ . 0.05 (cfs)
Volume .................................... = 0.02 (acft)
Time Interval ............................. = 3.00 (min)
Time to Peak .............................. = 477.00 (min)
Time of Base .............................. = 1470.00 (min)
Multiplication factor ..................... = 1.00
[BASIN DESCRIPTION]
Watershed Area ............................ = 0.07 (ac)
Curve Number .............................. = 98
[TIME CONCENTRATION -- USER DEFINED)
Time of Concentration ..................... = 8.00 (min)
(RAINFALL DESCRIPTION)
Distribution Type .........................
SCS IA
Total Precipitation ...... ... ....
. 3.00
(in)
Return Period .............................
100
(yr)
Storm Duration ............................
24.00
(hr)
Impervious Fraction .......................
1.00000
70
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01MENSIONS
�All a-mens,ons are �n cheS 00 01 use lot Cons,lucl,o, 0,00seS )
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o AAA
0
12
SV.
10/1
MODELS
Sewage Pump
3872
hill 11 11
11
RPI
IHSQ"dl
noting
Cora
P'L.n In
Wti.
WWO511
WW05,2
WWO51 I A
WWOS I I F -
WWO512F
W 5
WO5 11 'AC 1
its
1
13 0
1
'5,0
550 �
1
2
10
2
230
3
6 5
'0
10
Its
U�6
, 3
13 0
10
23
115
13 0
20
2
230
6 5
20
22
''5
13 0 1
71
-1. aeno:ts 20 1001 oo�v ca'a
.AC* Ot-OleS J-tO`n311C DDVal'On, CSA hSica -th 20 1001 DOwt, AnO S-10 Co,cf
CSA hSlea un�js
th
PARTS
n..
D.wiption
In,pt'le,
U to the-oplisi,c
2
2
se
3
3
AUQVO InCIMOD11111C
P.MD cis'q
4
seat
6
0-rings
7
*Mtcnan.cal
P -c' Cora
a
0 if W,to .0to,
9 9
Cast ton motor
CaS I ' on motor
gV stator jsst�oy
housinwstato, asse.0'y
10 1
The—ODIWIC �0101 COW
PERFORMANCE RATINGS
F.Uf H.a7d—r—Ga—'1.-.P.1
In. of ..wj I m1w. i
io 63
49
16
8 c
Goulds Pumps
ITTIndustries
I
3872
APPLICATIONS
Motor
FEATURES
a Bearings: Upper and lower
Specifically designed for the
Single phase: 'A HP. 115
or 230 V. 60 Hz. 1550 RPM,
a Impeller. Glass -filled
heavy duty ball bearing
construction.
following uses:
Residential sewage systems
built in overload with
thermoplastic Full-Vorlex
design With pump out vanes
a Power Cable: Severe oury
Oewatering
automatic reset
lor mechanical seal protection.
rated oil and water resistant.
Water transfer
Power cord: 10 foot
standard length. 16/3 SJTW
fill Casing and Base:
fill 0-ring: Provides positive
Anywhere waste or drainage
with three prong grounding
Rugged glass -filled
wling. Easily replaced
du6ng maintenance.
must be disposed of quickly,
plug. Optional 20 foot
thermoplastic design provides
quietly and elliciently.
length. 16/3 SJTW with
superior strength and
s Stainless steel fasteners
three prong grounding plug,
corrosion resistance.
SPECIFICATIONS
Fully submerged in high
m Motor Housing: Cast iron
AGENCY USTING
Pump:
grade turbine oil lot
for efficient heat transfer.
Q_ Caria4tan Su."1*3 A=00.5w
Solids handling capability:
lubrication and efficient
strength. and durability,
2'maAimum.
heat transfer,
m Motor Cover: Thermo-
(CSA listed model numbers
Capacities: up to 75 GPM.
Available lot automatic and
plastic cover with integral
end in 'F- of "C' I
Total Iteaffs: up to 18 feet.
manual operation. Automatic
handle and float Switch
Discharge size: 2' NPT.
models Include Mechanical
attachment points.
Mechanical seal: carbon-
Float Switch assembled and
Gou6ft Purripi ki r$0 900`1 R"-W".
rotary/ce ramic -stationary.
preset at the factory.
BUNA-N elaslomers.
Temperature:
METERS FEET
104* F (40*C) continuous
81�
140- F (6VC) intermittent.
Fasteners: 300 series
7
stainless steel.
Capable of running dry
without damage to
a
components.
u
Z
0
0 to 20 30 10 so 60 70 GPW
0 2 6 8 10 12
CAPAcrry
c
Goulds Pumps
<& ITT Industries
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18
17.0
i1sxt,
0
N
7-15.0
P
CL
14. 0
13. 0
12.0
11.0
100
PRESSURE PIPE OPERATING CURVE
Plotted Curves for Pressure Pipe
Project Description
Project File d:\00\0004\doc\hyd_calc.fm2
Worksheet 18424 88th AVENUE W
Flow Element Pressure Pipe
Method Hazen -Williams Formula
Solve For Pressure at 1
Constant Data
Pressure at 2
0.0
feet H20
Elevation at 1
186.7
ft
Elevation at 2
196.2
ft
Length
325
ft
C Coefficient
130
Diameter
2.00 in
Input Data I .
Minimum Maximum Increment
Discharge 10.0 30.0 2.0 gal/min
Pressure at 1 vs Discharge
ccs
A, rL,
J,
PUMP CU e Operating 3oint
25.7 gpm, it 15.3 ft.
t
10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 26.0
Discharge (gal/min)
10/18/00 Ed Zontek, P.E.
02:54:36 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666
_ �W.w
FlowMaster v5.08
Page 1 of 1
PUMP OPERATING POINT
Worksheet for Pressure Pipe
Project Description
Project File
d:\00\0004\doc\hyd—calc.fm2
Worksheet
18424 88th AVENUE W
Flow Element
Pressure Pipe
Method
Hazen -Williams Formula
Solve For
Pressure at 1
Input Data
Pressure at 2
0.0
feet H20
Elevation at 1
186.7
ft
Elevation at 2
196.2
ft
Length
325
ft
C Coefficient
130
Diameter
2.00 in
nic�hnr a
')J; 7
einl/nnin —dg�—
Results
Pressure at 1 15.3 feet H20
Headloss �..72 ft
Energy Grade at 1 202.08 ft
Energy Grade at 2 196.31 ft C
Hydraulic Grade at 1 201.97 ft
Hydraulic Grade at 2 196.20 ft
Flow Area 0.02 ft2
Wetted Perimeter 0.52 ft
Velocity 2.62 ft/s
Velocity Head 0.11 ft
Friction Slope 0.017763 ft/ft
10/18/00 Ed Zontek, P.E.
03:07:57 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666
I
FlowMaster v5.08
Page 1 of 1
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SCALE
REMOVED PAVEMENT 1870 S.F.
NEW ROOF AREA 2284 S.F.
NEW GRAVITY COLLECTION SYSTEM
NEW CB TYPE 1
NEW 24"ID x 4.0'DEEP CONCRETE SUMP
TOP EL. 190.20 / BOT. EL. 186.20
wl SEWAGE PUMP GOULD #3872
NEW PUMP DISCHARGE PIPELINE
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NEW PAVEMENT 340 S.F. t f
CONTRIBUTING PAVEMENT 630 S.F./
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STORM WATER SITE PLAN
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OWNER / DEVELOPER:
MIKE HENGTGEN / 21st CENTURY BUILDERS, LLC
2233 CALIFORNIA AVENUE SW
SEATTLE, WA 98116
(206) 938-2896 VOICE
(206) 932-8869 FAX
(509) 670-2031 CELLULAR
SITE DATAI
SNOHOMISH COUNTY BUILDING PERMIT: #200024
SHORT PLAT NO. S-98-118 , LOT 1
18424 84th AVENUE WEST, EDMONDS
SNOHOMISH COUNTY, WASHINGTON
0311"ill"i''Pal TW
BASIS FOR SITE PLAN,
SHORT PLAT NO. S-98-118 DRAWING FOR KEN HUNTER
PREPARED BY BLUHN ASSOCIATES LAND SURVEYORS, INC.
DATED JANUARY 29, 1999
IMPROVEMENTS ON LOT 1 INCLUDING NEW RESIDENCE, NEW
PAVEMENT AND NEW STORM WATER SYSTEM CONSTRUCTED AND
AS —BUILT INFORMATION PROVIDED BY OWNER /DEVELOPER.
IMPERVIOUS AREA DATAI
REMOVED PAVEMENT AREA:
—1870
S.F.
NEW PAVEMENT AREA:
+ 340
S.F.
NEW ROOF AREA:
+2284
S.F.
NET NEW IMPERVIOUS AREA:
+ 754
S.F.
CONTRIBUTING PAVEMENT AREA:
850
S.F.
CONTRIBUTING ROOF AREA:
2284
S.F.
TOTAL CONTRIBUTING IMPERVIOUS AREA:
3134
S.F.
EXISTING CB
C14
SD 6"
FILE,
0004
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DRAWN-
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DATE,
10-16-00
@2000 ED ZONTEK
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21. St Century Builders LLC f, LP, JO-A'-7-
2233 California Ave SW R F. C E I V F. 0 jqq'7-4 FAX
Seattle, WA 98116
FEB i 12000
DEvELOPMENTESDEMRVOINODESS CT'L
CITY OF
From:;
Lyle Chrisman TV Joe Hen,�,-en Date: February 11, 2000
Ciry Of Edmonds Number of Pages: 1
425-771-0221 Phone: 206-938-2896 or 800-206-6993
Fax: 206-932-8869
RemiirkS:
Mr. Steve Ne(
zri from the Department of Fish and Wildlife has agreed to allow us to continue working on the
property at 18424 88th Avc. West throu(Sh the 18th of February. He was to call your office today to confirm.
that undemanding. We will be working on completing the trenching for sewer as well as completing the
0
driveway into the property as well. We also have a portion of the siding that needs to be completed.
In the event Mr. Neg-ri has not contacted your office, you can contact him at 424-379-2301 or try his cellular
phone at 206-779-3964.
Sincerely,
Joe Hengtgen
I
-00
RECEIVED
FEB 4 - 2000
ENGINMRIN()
84th. Street S. W.
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ACCORD'"ll TO Y"ll PLAY TOICKOF MCOMD
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'OD 11111 INVM31S 4 wv9c:ll! 96-C -�I! 231JA0 11MATAU INIS
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pot 1 1'41s Is t'7 certify that the properties as S.
described as f0jl(,,M: 4own an the attached go
Xhibit W) sold
00 See Exhibit No.
o
C4 #14" been di vf ded 6ider
Q File 110. the Provisions Of the E&Mdg
- aZLSubjoct to thg follaling eondttfonssuabn'dfvfrs"'Gd"Mmnt$.
t*10 -
Exhibit OCO:
Connection Hold NAMINS Aqmn*nt
3. to sanitary swtr requiredi
Lot 8 should Mve existing lasem"t for sanitary j;mar to Mrth.
4. All
S. Treewciuritntal"go r'"t,C,CMt5,,tructt,'0,ft to be WIdIr"und.
per Section 12.10.060(c)(2)6 @ Immed on ell tFM R* I Mr In diameter
I/we hereby certify that /me ar, the legal owner(s) Of the PrOPOPtY described above.
I/we warrant that all representations am true and correct and Understand that in the
event of any IMISPOPresentation or failure to tooly with
set forth hersio, the City of Edmnft the conditions Ind regulations
void and record a stat@ffent to that eff9ct in the grantar�-rarg"t",% Ind., In the office
of the Snohomish COunty Auditor. $hall have the fight to declare the subdivision
Agrae
Sf t"d:
Dated th1s2V!Ld1kv O"7TA.-
SYATE OF WASHINGTON)
COUNTY OF 5110HOMIS11)
04 this day Personally Appeared bofoy* R*
i an w o execute t; me noon 0 1 Re- YT;Ua Tj- - 3 3 and
� �Wo eFxtCVt0�wTtTTn A"Mare"ing Instr In
Signed thelame as Y""to and acknowledged that
ret and volun e—A
5 ant
POSes therein mPnt!-0r-ei.A-%--f WY act and deed, for Me us
Given under P& .4 1
end 0"14,41 sea) this
hota
7
residing at or,,,- q to or-P-6-shrm-00—ft
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�1011. CESPRIP1`1014 Irt'14 SAUFA&ANO SOOMT SUgalt
0A111L A
All that portion of the qofth I,.olf of Trott 34
accorl!"g P f"DOds Sea View Tracts.
to the Plot thereof recorded In Vfjlun j of pl
records of Snohomish County� Washington; more Particular 4 Vks ' an page 16,
follows: I described as
Begi ml "ll at a point on thq west line of said Tract 3%, SOld Point being
f
115' 0 Oat South Of the northwest corner of said Tract 34, as
flo"9 the west line thereof; then., Sg.9*41,544ij, measured
along a line drawn
parallel with the "Orth line Of sold Tract )4, distomCe of 152.50 feet to
the True Point of Beginning of the tf4ct herein described; thence contIn.
l"9 S89641'54"Ev a distance of 90.00 feet to an
Past line Of sold Tract ]4; thence $0,38,2WV Intersection with the
distance of 178.94 feet. to On Intersectlam, w along said east line &
;th 4 lint drawn parallel
With and lying 20.0 feet north of the South line of Sold north half;
thence N#9'42'59"W, 410"11 said parallel
thence N25*26'48"W 4 distance of �1.49 line 6 distance of 49.33 feet.,
feet: thence 110931111'20"E. a dIs-
t*"ce of 9S-64 fast, to the True Point of Beginning.
EXCEPT the most, 10 feet thereof deeded to the City of Edmonds under
S"0110"Ish County Auditor's File No. 2078774.
SUBJECT To ;n utility ess@ftnt Over, under. across. through and upon the
louth 5-00 eat thereof.
PAAIEL a
All thAt Portion or the morth half of Troct 34
according to the plat . Edmonds Sea View Tracts
records thereof recorded in vatume ) of plats. an page 76
follows -of 31'OhOmlsh (OuntY6 Washinqton; more Particularly described as
9;9l"nlA9 at 4 Point on the west lime Of Sold Tract 34, said Point being
1 5-00 feet South of the nor0west corner of said Tract 34* 82 measured
31on9 the west IIA-- thereof; thence S89041'54"E, along a line drawn parallel
with the north line Of sold Tract 34
SO*38'21YV 0 a distance Of IS2.50 feet; thence
9 6 a distance of 9$.64 feet; thence S25 * 26 , 4811E, a distance of
Z-49 feet, to an Intersection with & line drawn parallel with and lying
28,00 feet north of the South line Of said morth half; thence S89"42ts9fiE,
along Sold Parallel line a distance of 49.31 feet to an Intersect,*" with
east 11"0 Of Sold Tract )4, thence $0,181200vt along sold east line a dis- the
tance of 20-00 feet to 4" Intersection with a line drawn parallel with and
alving 8'00 feet north Of the South lint of sold north half; thence "89,42,S9,N,
long nald parallel line a'distance of 242,3g feet to an Intersection with
the "t lint Of said Tract
distance of 34- thence N0*36'14"E, along said west line a N
199-02 feet to the point of beginning. 1%
EXCEPT the east 10 feet thereof deeded to
County Avditors File u,, SA72 1, the City or Edmonds under Snoh-1-s. 61%
0 It .
10GET"!R WITH am utility easement over# under, across,
north 5.00 fa*t of the ealt 51.14 feet of the South 33.00 feet of
thrOU411 and upon the
half of Trott 34, Edmonds Sea View Tracts accordi the north
corded In Ynluff* 3 t-f Plats, on page 76, recores "g to the plat thereof re.
Ingto". of S"OhOR'Sh COURtY, Wash-
�7
4g
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/S #46999 Ne 9E '03 31111 INVA31S NVLO:11! 99-C -N! 331AA0 11MATAU IN33
A6
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FILE No, ..3.
1WHIRIT O'C"
ownerso and III Persons having any present 01, subsequent ow"Ifthi,
Interest In these ,,"dss and the successor$ and assigns of e or
Other Parties r's
'Navint any $Aid Interest, hereby agree Pat the City
a' E&GIlds 0all be held harmless .4
claims for darAges in all res* cts from any aw all
for Wunctive relief which ft be occasioned
now 010 in the future to adjacent land or imppo"MeInts by rl'ason
of the Construction, OP.,., tion and maintenance Of the drainage system
and her,.5y waive and release th
claJOIS for damages. e City Of Edm*"dg from any and pil
excluding dAra"
emission Of said City and . caused salty by On act or
their successor, 0 '"Junctive relief which Me Oners. or
r as"gns, MY themselv" have now or in the
future by reason Of the construction, maintenance and operation of
said drainage system.
77020802
a v
"4075
/C #iG999 N6 W '00 31111 INVARS 4 wv9c:11! 96-C -914 IDIA,40 MSIATA INIS
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Skftlm Wanmir DGed
THEGRANTOFS ROY L. BRANSTETTM cod HELEN X. BRANSTETTER, his wife
sw md b coz*kmt� of TEN VOLUAS and other valuable consideration
b b=W pnid, coava, 6d awnws to JAMES A. ANDERSON and DOROTHY N. ANDERSON, his wifo
the W=t:3 dncrikd mW tdAw, dzumgd In th* Cntzmy d SICDHDMH Sim d
The West 133.25 feet of the North 115.0 feet of Tract 34, Plat of Edmonds
Seaview Tracts, as per plat recorded in Voli 3 of Plats an page 76, records
of Snohomish County, EXCEPT the North U feet deeded to the City of Edmonds;
situate in the County of Snohomish, State of Washington.
Rea a the Grantors hereim an easemant for sever over the West 10 feet
of =ioue described tract of land; TOGETHER VITH the right to enter and
maintain awe.
SUBJECT TO:
Waiver and relinqiiishment of all claims of damage caused or arising by reason of
tho layino out and establishing Of 4 yublic road as provided by ingtrumant.
record,,d ebruary 20, 1969, under Aud.tr i 'a Filo No. 2078774,
Parminion is also granted to extend the toe of slopes in either cuts or fills
on to the adjoinint,property and to extend the ends of culverts or to provide
Lalet and oullat d tchas for culverts wherever necessary in the original 8rading
of the road.
City of Edmm-tds A."dsoment .5o. ISO of Local I=provem3nt District No. 15 1; which
tho'gramitmea horein ass— and agroo to pay.
OR
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ANI 18 1369-
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Ray L. Branstatter and Helon X. aramstattoT,
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I THIS amm "tM= rm N=N='S an$
FUM FOR RECORD AT REQUEST OF
RECORDED
Larson Escrow Services
115 4th Avenue S., Suits 9
Edmonds, WA 98020 NOV 30 P12:07
Order No. 0138M
9U8 TERWILLIGER AtX� [UP
SNOHOMISH COUNTY. WAS4
WHEN RECORDED RETURN TO
JO ANNE D. SHOR14AI(ER
8808 184TH S.W.,
EDMONDS, WA 98026
Escrow No. L306
A
L% STATUTORY WARRANTY DEED
n1EGRANTOR JAM A. ANDERSON AND DOROTHY N. ANDERSON, HUSBAND AND WIFE
for and in consideration of Ton Dollars and other valuable consideration
in hand paid, conveys and warrants to joA=z n. anozagmm, A mm=zD woNAN As HER szpARATX
ESTATE
the following described real estate, situated in the County of Snohomish, state of Washington:
THE WEST 133.25 FEET or THE NORTH 115.0 FEET OF TPhCT 34, PLAT OF
ZCWNDS SZAVXZW TRACTS, ACCORDING To TRX PLAT THEREOF RECORDED IN
VOLUME 3 Or PIATS, ON PA= 79, RECORDS OF x==NISR COUN7r, ZX
THE M"A 10 FEET DX=ZD TO THS CITY OF RMSmog.
11001 SITW= IN THE COUNTY OF SNOHOMISH, BTATS OF WASHINGTON. REAL rSYAT9 "CIS11 TAX
IKE PRICI; NT-6tv
NECEIPT N
SUBJECT TO THE ATTACHED SPECIAL EXCEPTIONS,
NOV 3 01995
IURXE M% SmbmM rem
DATED: November 28, 1995
A
ANDERSON - 4DOROTHY$9Z���
STATE OF WASHINGTON
COUNTY OF SnohozLish
On this day personally appeared before Me JAMS A. ANDMUON DOROTHY X. ANDERSON to me known
to be the individual(s) described in and who executed the within,and foregoing instrument, and
acknowledged that THEY signed the same as THEIR free and voluntary act and dead, for the uses
and purposes therein mentioned.
GIVEN under my hand and official seal this of
li'&-�&n o' th—e—St—ate of Washington,
OTA AW4Y a ding at
_L= -1 /,j OP41 14
PUPAJO
.7 My appointment expires: --C7
o ' v 3099PAGEM5
i.
cz5 L(
I ------------------------
V-.
Fidelity National Title ipany of Washington
ALTA Comitment. Page 4
Order No. 0138958
C. SPECXAL MCCZPTXONS
1. WA1VKR OF DAMAOSS CONTAXNRD XN DZEDi
Xn Favor Of : . Suchomish County
Recording No.: 2078774
As Follows 1 Said Grantor does hereby relinquish all claims of damage
caused or axising by reason of the laying out and establishing of a public road
upon the property heroin conveyed.
2. Right to make necessary slopes for cutg.or- fill@ upon property heroin described
as granted by Dead recorded under:
Recording no.- 2078774
(To be coLitted
3. BASMMT AND CoxDZTIOXS CONVUM THgRZIN, AS GRAN= By INSTRManTs
Recording No.: 2088254
In Favor Of: Present and future owners
Purpose: Sever together with the right to enter and maintain
Affects: vast 10 feet
95,1300332
F"
vai. 3099ME1 116
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7-
1999
NOV 2 9
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PLA-IU 1 �o
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Fo P u Tni (I/, I T.
RECEIVED
NOV 2 9 1999
DEV&6PMENT SERVICES CTR
CITY OF EDMONDS
AaA OF EY i
Ah vrt, T 7, TQ
i APtO, 30 To �o
0 F NAW 14 U)ILt U--
7-
4, F�',
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LOGAT1610 I
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SS1*4 FILE
111=,201 N 4
57,60,
, 'I A
11�1 tJ
. STATE OF WASHINGTON
DEPARTMENT OF FISH AND WILDLIFE
16018 Mill Creek Boulevard - Mill Creek, Washington 98012 - (206) 775-1311 FAX (206) 338-1066
June 12, 1998
Mr. Kenneth C. Hunter
2233 California Ave. SW
Seattle, WA 98116
'V
SC
GIB.
0.9004i Nbtos
'DO 611" 0� S
RE: Short plat of parcel #4346-000-034-0104 and future building plans for Lot B which is within the
active Hutt Park #517 bald eagle territory and located in the SWNW 1/4 of Section 18, T27N, R4E in
Edmonds, WA.
Dear Mr. Hunter,
This letter is in response to the Critical Area Determination from the City of Edmonds regarding your
proposed short plat of the abovc parcel which is located approximately 700 feet from an active eagle
nest. As I stated to you over the phone, I do not have a problem with the short plat itself, however,
due to the proximity of the probable building location to the nest, a timing restriction is necessary to
avoid disturbing this pair of eagles during the nesting season. The timing of any additional clearing,
grading or external construction will not occur between February I and June 15 of any given year.
Also, you stated that the new lot area is primarily open with a few trees along the edge of the
property line and I would ask that all remaining fir trees outside of any building footprint be retained
as future habitat provided that any tree would not be considered a danger to the structure. Except for
a tree that presents imminent danger to the safety or property of individuals, a report from a
professional forester/arborist, indicating the need to remove the tree, shall be submitted to WDFW
prior to cutting the danger tree.
Provided that the above conditions are acceptable, no formal management plan or other conditions
will be requested by my department, however, this letter should be attached to any building plans you
submit to the City of Edmonds. Please call me at (425) 379-2301 if you have additional questions.
Sincerely,
Steve Negri
Wildlife Biologist
cc: John Bissell, City of Edmonds
e, 10)
I
N')V. 2 Y - 9 9 " (MON) 09:13 BT-STATE SIDING & WINDOW,,INC. 5095478941 FAGE-4/4
199906050363
08/05/1999 12:51 PM Snohomish
P.0001 RECORDED County
AFTER RECORDING MAILTO:
NO EXCISE �AX
REQUIREDI
AUG 0 19,99
Al GAW44. inotlovoi7,11 C,�jjpjy I
Y . ..... AAAMM
Chy, S(fllc
F.ASEMENT AGIM7,MEN"r
TUIE GRANTOR KENNE71-11 C. FlUNTrIl. asingle man, (lie owner or the
following described real estate, sitionted lit the Comity of Snoliontiqll, Stille of Wnsldrij�1011!
Lot I ofShort Plat No. S-98-118 %is recorded Milt -ell 15, 1999 111 Snolloinish Coill ty,
Waslihigtrin under Recording No. 9903155001.
I'loes hereby deelilrenli ellqemepit to, KENNETH C. WINTER, it single man, (lie GIIAMJA�, owner
of
hif 2 of8hod I'lal No. 8-98-118 its recorded mill-ch 15, 1999 ill snolloarliqll Col. ly,
Wnslihigton wider Ilecording No. 9903155001.
F(W.1 WWW' line its it. presently exists from the resideiier oil Lot 2 (if the nforementinned �Iinrt I'liti,
.1 (INS Lot I of Said Short Plat to the itrep or tile Northwest cortier ofsold Lot I where (lie
lWel, Aild at, -
selver lille liefith Norlh to tile City Sewer. p
This easementshall rim with the land for tile tiencrit or tile niviler of Lot 2, hIs.0ccesqoI-,-,. liciri all(]
assigns, lit addition, Lol 2 k grani-ed itecess to Lot I (tit, the purprise of maintaining or ri pair orsqi(i
line. The ownel- or Lot I iq hereby givery permission to relocate this casement and seiver Ine froal file
CNiStillg Poillf of0lifty Ink? Log: I along (lie Easterly 20 feet und Ille Nortlierly 20 feet of Lot 1. Tile
expense of colist I'll e(Ing lind relocAtiliguWer line fliall lie paid for hy tile owner of Lot 1.
0,11ed this -12Q— 11x flny orAlly. 1999.
liv
.. KeniiMlt C% I furilur
STA TF 0 F W A S I I I N GTON )
(.-:()Illllv (A'King . ) ) ss,
Oil this day personally appcired berore tile Ketinctli C, I (untcr to tile known to be flic iridiv
(ICS01bCd ill 111d Who CUU1.11VC11 the within ill(( forcgoing instninieni 111d Rcknowledged to tile I
1he saine is his Vrac flild voltultuy act filld deed for the purposes therein nicill ioncd,
G iNT11 Ll 11dCI- ill N' 11,111d Mid 9C.1 I this L; s-�7) &y0f.h.11y, .19199
Notary Public it ilia (6- the stat C 6r W as'llillplon
Residingal,_
My col-til es
Cj exI.111
MIA
All
4N
OP WA0W'1-:'
RECEIVED
NOV 2 9 1999
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
wl
lie Si�ljje4j
A 4
FPERMIT EXPIRES /oL
USE PERRAIT
ZONE 4�
CITY OF EDMONDS I. 1� �_' t L_- NUMBER ..
CONSTRUCTION PERMIT APPLICATION JOB ") U� SUITEIAPTP
ADDRESS
OWNER NAME/NAME OF BUSINESS 'J- 1 �7- C- F 4-zTU
M L
W MAILING ADDRESS
z
0
CITY ZIP TELEPHONE
"S) F, Ir T 1'u (' � 3 v
NAME
ADDrSS
Cc
CITY TELEPHONE
-717 6
D 6,
NAME
L
bill,
cc ADDRESS J
c l'-
c' i�A If P C _�f
I- CITY ZIP TELEPHONE
z
0 `_FA-77'U",'-
0 --A
STATE LICENSE NUMBER EXPIRATION DATE CKEDBY
L _Z_ 'Y116 A. 6 9 0
z LEGAL DESCRIPTION OF PROPERTY - INCLUDE ALL EASEMENTS
0
P
1-67 a of' S, I- &A, 7-
-7
Mohwo 'T`b6fVVt:' lu ITIJ
_j
-41 PROPERT� 4 ACCO N-LPARQELNO
a . _'JA
LU 5 L 0 00 n-3y 0/0z
_j
[A NEW RESIDENTIAL PLUMBING MECH
COMMERCIAL COMPLIANCE OR
M ADDITION CHANGE OF USE
El REMODEL APARTMENT SIGN
REPAIR CIBADING FENCE
CYDS
OTHER
F-1 DEMOLISH f_1 TANK
gi. GARAGE RETAINING WALL RENEWAL
ROCKER
z CARPORT Y
(TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN:
NUMBER NUMBEROF CRITICAL p
OF DWELLING AREAS
UNITS NUMBER
0 STORIES
DESCRIBE WORK TO BE DONE
GA� A (;, 6—,
H��kT SOURCE GOZING % LOT SLOPE %
PLAN CHECK NO.(,�,a
VESTED DATE
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS,SIDEWALKS, DRIVEWAYS,. MARQUEES,ETC.) WILL REQUIRE
SEPARATE PERMISSION.
CIE
uj PERMIT APPLICATION: 180 DAYS
0- PERMIT LIMIT: I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
(n
0 APPIL CANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
W IC
_j IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
2
cr EDMONDS, WASHINGTON/iTS OFFICIALS, EMPLOYEES. AND AGENTS FROM ANY AND
ALL CLAIMS FOR c5AMA6ES OF WHATEVER NATURE. ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
_j
0 DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
x NOR LIMIT IN ANYWAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION. -
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION� THAT THE INFORMATION
GIVEN IS CORRECT, AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
TION: AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27.
,51IGNkTURE (OWNER 04X�6EJNT))�,/ - I DATE S)bNED /
j —
\ � zd_:1_ -(I' k '� 1, j
LEGAL SCRIPjIONjGK
z Of
I D.SUB IVISION NO
F - IN
LID NO,
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
proved
TESCP Approved
Cp Ap .
Pe lt.ctuil.d
EXISTING — RE6uiRED DEDICATION
RW -it -
Street Use Pe -it Req'o,�
Inspection Requirecly��S
PROPOSED
Sidewalk Required/3/" -, �"O
METER SIZE
LINE SIZE
NOfF FIXTURES
P RV REQUIRED
YE NO 0
S� cc
z
REMARKS 1� z
ENGINEERING MEMO DATED. _'�IVIEM� N
/ 2 -
c —� "') e �
___N _'!r -1;Ir )\ -\REVI�WE(66YA "'�' 4W
FIRE MEMO DATED
V% emw OR C U
ADB#
SHORELINE 4
�
SEPA RE EW
W
COMPLETE EXEM
6, SIGN AREA
PROPOSED
Fit IG H T.
ALLOWED PROPOSED
:X
LOT COVERAGE
REQUIRED SETBACKS (FT.)
PROPOSED SETBACKS (FT.)
ALLOWED PROPOSED
FRONT SIDE REAR
-FRONT URSIDE REAR- C3
z
A)
z"
LOT AREA
"�J(��qEVf W BY DATE
REMARKS-'
--k
A - zl/ 22.26
�HECKED By 1 TW - r)Fj_ONSTRUCTION CODE" OCCUPANTJV;
.�7
SPECIAL INSPECTC'n 115le 117 OCCUPANT
REQUIRED C:] YFS LOAD
Z__
R[fMARKS z
PROGRESS INSPECTIONS PER UBC 108 a
_j
FINAL INSPECTION PEOUIRE
VALUATION
PLAN CHECK FEE
BUILDING
PLUMBING
MECHANICAL
GRADING/FILL
STATE SURCHARGE
-STORM-DRAINAGE-FEIES
ENG. INSPECTION FEE
PLAN CHECK DEPOSIT
TOTAL AMOUNT DUE
CALL
FOR INSPECTION
(425)
771-0220
FEE
_"5Y) �-"
APPLICATION APPROVAL
This application is not a permit until signed by the
Building Official or his/her Deputy: and Fees are paid. Find
receipt is acknowledged in space provided.
BY I
AfTENTION/ z/
IT IS UNLAWFUL TO USE OR OC�IIUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
CATE OF OCCUPANCY HAS BEEN GRANTED. USC SECTION 109
5/98
ORIGINAL - FILE YELLOW - INSPECTOR
PINK - OWNER GOLD - ASSESSOR
0 - - . 0
RECORD OF INSPECTIONS
INSPECTOR
DATE APPROVED
e,--
SETBACKS ...................
FOUNDATION:
Footing ......................
Wall ..........................
Pier/Porch ..............
Retaining Wall ............
Insulation ..........
,;F^A..,,_.PLUMBING:
Underground .............
Rough -In ...................
Commercial Final ......
HEATING:
Gas Test ....................
Gas Piping .................
Equipment .................
Commercial Final .......
EXTERIOR SHEATHING
NAILING ..........................
FRAMING ........................
ef
INSULATION ....................
Floor Insulation .........
Wall Insulation ...........
Ceiling Insulation .......
SHEETROCK NAILING ...
SPECIAL INSPECTION ...
MISCELLANEOUS ..........
FINAL APPROVAL FOR
OCCUPANCY ..................