546 HOMELAND DR.PDF11111111111111
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546 HOMELAND DR
154
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TAX ACCOUNTIPARCEL NUMBER:
BUILDING PERMIT (NEW STRUCTURE-):
COVENANTS (RECORDED) FOR:
CRITICAL AREAS:
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR: —
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE
SHORT PLAT FILE:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
WATER METER TAP CARD DA
OTHER:
DETERMINATION: n Conditional Waiver Xstudy Required E] Waiver
LTD
LOT: BLOCK:
LATEMP\DSrs\Fonns\Street File Checklist.doc
0 a
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
STREET=FILE
Name: mcs-t
AMA
Date: -7
-7
ft11?,:!V
Site Address: 5;-q6 4hzn
Plan Check #: `00-707-ag
Project Description:
Reduced Site Plan Provided: (YES (/"N'O))
V
Zoning:
Map Page: 1-5121
Corner Lot: (YES e<03
Flag Lot: (YES
Critical reas Determination #:
> �Study Required
InS waiver
SEPA Determination:
11 Exempt
El Needed (for over 500 cubic yards of grading)
El Fee 0 Checklist 0 APO List with notarized form
Required Setbacks
Street,
Side:
Side:
Rear:
Actual Setbacks
Street:
A140
ide.
Side:
Rear:
Detached Structures:
Rockeries:
El Fences/Trellises:
El Bay Windows/Projecting Modulation:
El Stairs/Deck:
Hei
ght
Datum Point:
Datum Elevation:
Maximum Height Allowed: V r- U
Actual Height:
Offier
Parking Required:
Parking Provided:
Lot Area: /0 0
Maximum Lot Coverage: 35% Proposed:
Lot Coverage Calculations:
ADU Created: (YES (NJO)
Subdivision:
Legal Nonconforming Land Use Determination Issued: (YES
Comm
Plan Review By:
Planning Data Form 04-11-06.doc
CA FILE NO.
Critical Areas Checklist
Site Information (soils/topography/hydr9logy/veg 'e"Uon)
1. Site Address"cation:
0'
2. Property Tax Account Number: 4 -7 7-? - 60,0 — dO c� —el 0 7
3. Approximate Site Size (acres or square feet): -2-9
4. Is this site currently developed? _--yes; — Do.
If yes; how is site developed? 0,"e ce-
5. Describe the general site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site.
Rolling: . slopes on site generally less than 15% (a vertical rise of 10-feet over a
horizontal distance of 66-feet).
Hilly: slopes present on site of more than- 15% and less than 30% ( a vertical rise
of 10-feet over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a
horizontal distance of less than 33-feet).
Other (please describe):-
6. Site contains areas of year-round standing water: Approx. Depth:
-7. Site contains areas of seasonal standing water: Approx. Depth:
What season(s) of the yea&
8. Site is in the floodway floodplain of a water course.
9. Site contains a creek or an area where water flows,a!sw the grounds surface? Flows are year-
round? V
Flows are seasonal? (What time of year?
10. Site is primarily: forested meadow shrubs mixed
urban landscaped Qawn,shrubs etc)
11. Obvious wedand is present on site:
P--v 0 1 MON
0
890-194-
City of Edmon&
Critical Areas Checklist
The Critical Areas Checklist contained on and submit it to the City. The City will
this form is to be filled out by any person review the checklist, make a precursory site
prepanng a Development Permit visii4 and make a determination of the
Application for the City of Edmonds prior subsequent steps necessary to complete a
to his/her submittal of a development development permit application.
permit to the City.
1lie purpose of the Checklist is to enable
City staff to determine whether any
potential Critical Areas am or may be
present on the subject property. Ille
information needed to complete the
Checklist should be easily available from
observations of the site or data available at
City Hall (Critical Areas inventories, maps,
or soil surveys).
An. applicant, or his/her representative,
must fill out the checklist, sign and date it,
With a signed copy of this form, the
applicant should also submit a vicinity map
or plot plan for individual lots of the parcel
with enough -*detail that City staff can find
and identify the subject parcel(s). In
addition, the applicant shall include
other pertinent information (e.g. site
plan, topogmphy map, etc.) or studies in
coqjunction with this Checkfist to assist
staff in completing thew prvWnary
a ssment of the*site.
I have completed the attached Critical Area Checklist and attest that the answers provided are
factual' to the best of my knowledge (fill out the appropriate column below).
Owner / Applicant -
Acc/
YL/
Nam
yw Z'�
Street Address
City, State, ZIP Phone
Signature- Date
Applicant Representative:
clZls k Ah
Nam
J
Street Address
Ci S ZIP Phone
71.
�iglc� /bate
City of Edmonds
Critical Areas Determination
Applicant: I Jim Nucci Determination #: I CA-94-154
Project Name: Permit Number: F
Site Location: 1 546 Homeland Drive Property Tax Acct #: 1 4773-000-009-01
Project Description:
Non -Project Specific
Waiver Criteria (all criteria must be found to apply):
XXX There will be no alteration of the Critical Area or its required buffers;
XXX The development proposal will not impact the Critical Area in a manner
contrary to the goals, purposes, objectives and requirements of the
Critical Areas ordinance;
XXX The development proposal meets the minimum standards of the Critical
Areas ordinance;
XXX The above findings are based on the following conditions of approval:
During review and inspection of the subject site on July 29, 1994 it was found that the site
contains a Category' 2 stream pursuant to Chapter 20.15B of the Edmonds Community
Development Code.
Based on these findings, prior to submission of any development permit, you will be required
to submit the following for review by the Planning Department:
Submit a site plan prepared by a Licensed Surveyor showing the location of the
Category 2 stream and delineating the required 25-foot buffer and 15-foot
additional building setback. The 25-foot buffer is measured on each side of the
stream from the top of the bank, with the additional building setback line
measured from the edge of the buffer.
2. If the results of the above survey determine the lot unbuildable or that no
addition/alteration may be done due to the buffer/setback area, any development
which is not identified as an exception per ECDC Chapter 20.15B must receive
a Reasonable Use Exception or a Variance pursuant to ECDC 20.15B. 180A and
20.15B.040C).
40 ft
A ()f
E-DAe_
HOMELAND DR
eice
CITY OF EDMONDS WATERLINE AS -BUILT
A
6 ADDRESS HOMEOWNER
flA 1 546 HOMELAND DR MESTRICH
CONTRACTOR SCALE
I N TS
TE DRAWN WATERLINE
2/7/06 F 1. ABILA NO -2006-0060
APPLICATION
6r
The City of Edmonds SME SEWER PERMIT
NEW CONSTRUCTION REPAIRS 0 EASEMENT No . ..........................................
104-05200
OWNER............ James...J.'lucci .... .................................... ............................. CONTRACTOR ................................................................................................... PERMIT No . ......................
ADDRESS ------- 546 --- Homland --- Drive ............................................... .. LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No . ............................................
NAME OF ADDITION
Ilk"
DYE TESTED ON SEWER
JULY, 1972
Approved:
DATE................................................ By ......................................................................
P8- V Tr< D- MR ONME N TA L
Delivering smarter solutions
August 17, 2004
Mr. Robert Chave
City of Edmonds
Community Services Department, Planning Division
121 5th Avenue North
Edmonds, WA 98020
Id, 'VO,
Anchorage
061,
4�11
Boston
Re: Revegetation of Riparian Area at ?? Homeland Avenue (Mestrich Property) Denver
Dear Mr. Chave:
This letter provides a proposed plan for revegetation of a steep slope adjacent to a tributary Edmonds
of Shellabarger Creek near the end of Homeland Avenue in Edmonds. This past spring, the
home owner, Mr. Mestrich) cleared the area of non-native invasive plants (mostly English
ivy, Hedera helix) that were believed to be harboring rats. Following the clearing, Mr.
Mestrich reseeded the area with grass, which by mid J_uly had become well established.
Based on a citizen complaint, the City identified this clearing as in violation of the City's Eureka
critical area ordinance and has required Mr. Mestrich to develop a revegetation plan to
include trees and or shrubs that would provide some buffer function to the stream.
Setting
Jersey City
As noted, much of the area in question is very steep, sloping from Mr. Mestrich's driveway
to a culvert that carries the creek under Homeland Avenue. The total area in question is
small, approximately trapezoidal in shape, and approximately 30 feet in width along the
driveway at the top of the slope and 15 feet at the bottom around the culvert.
Approximately 20 feet separate the top and bottom of the slope for an estimated area of Long Beach
600 square feet.
Plantings
Because of the time of year and the dryness of the summer, we recommend that the Portland
plantings be installed after the first of October. All plantings should be in place by in early
spring 2005. In the meantime, we recommend that Mr. Mestrich continue to water the
planted grasses so that they will become well rooted by the onset of fall rains and provide
A Division of Hart Crowser, Inc.
120 Third Avenue South, Suite I 10 Seattle
Edmonds, Washington 98020-8411
Fax 425.778.9417
Tel 425.775.4682
Mr. Robert Mestrich
August 19,2004
Page 2
slope stabilization around the plantings. Spacing of shrub plantings should be a minimum of
3 feet on center, and groundcover plantings should be in groups with spacing of
approximately 1 to 2 feet on center. We recommend the following plantings be made to
stabilize the slope and provide stream buffer functions, while not creating a haven for rats:.
Shrub layer
Red current
Ribes sanguineum
Four, 1 -gallon
Plant on less
pots
steep margins of
the area
Oso berry
Oemieria
Two, 1-gallon pots
Plant on either
cerasiformis
side and above
culvert entrance
Snowberry
Symphoricarpos
6, 1 -gallon pots
Plant along the
albus
top of bank near
driveway.
Tall Oregon
Mahonia repens
5, 1 -gallon pots
Plant on the
grape
slope.
Nutka rose
Rosa nutkana
5, 1 -gallon pots
Plant on the
slope.
Ground cover
Strawberry
Fragaria chilbensis
12, 4-inch pots
Plant on the
upper third of
steepest portions
of the site
11
Mr. Robert Mestrich
August 19,2004
Page 3
Lady fern
Athefina felix-femina
Four, 6-inch pots
Plant immediately
adjacent to the
stream high water
mark.
Kinni-kinnick
Arctostaphylos uva-
24, 6-inch pots
Intersperse with
ursi
strawberries over
steepest portions
of the site
(including lower
slope)
Care and maintenance
Each plant should be planted in a created depression in the slope such that soil removed
from the hole is used to create a small berm on the downslope side of the plant to hold
water. The planted area should be watered to provide the equivalent of an inch of water
per week during the remainder of the fall dry season. Plants should be also be watered
during the summer and fall of 2005. Any dead plants should be removed and replaced with
the same species, or with one of the other planted species that has been seen to be more
successful in this location. Any blackberry, Scotch broom, English ivy, and knotweed must
be removed from the site immediately upon detection of its presence.
Sincerely,
PENTEc ENVIRONMENTAL
2 JONATHAN P. HOUGHTON PH.D.
Senior Principal
cc: Robert Mestrich
is
CITY OF EDIVIONOS
250 5th AVE. N. - EDMONDS. WASHINGTON 98020 - (206) 771-3202
COMMUNITY SERVICES
June 26, 1987
James Nucci
546 Homeland Drive
Edmonds, WA 98020
Dear Resident:
LARRY S. NAUGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
S '
"RA��t P14
The City of Edmonds is currently engaging in a program to improve its
wastewater treatment system. One of the major parts of the program is
reducing the volume of flow into our treatment plant. A major item
contributing to.this problem is the infiltration of stormwater runoff
from roofs, drains, etc. into our sanitary sewers.
A series of tests were completed by an independent engineering firm.
They pumped smoke into sewer lines and recorded where it was escaping,
thereby locating the stormwater infiltration sources.
Your property has been identified as having a roof drain connected to
the sewer and the City requires, per the Community Development Code,
Chapter 18.10, Section 18.10.030, that this problem be corrected.
Please contact myself or Everett Akau of our Water/Sewer Section by
July 24, 1987 to provide you with further information and to answer
your questions. Member of the staff will be glad to advise you as to
your best solution.
Your assistance in disconnecting this source is requested no later than
August 7, 1987.
Sincerely,
Archie Brena
Water/Sewer Supervisor
AB/I k
cc: Bobby Mills
RUNOFFL/TXTWATER
PUBLIC WORKS PLANNING PARKS AND RECREATION ENGINEERING
0 0
CITY OF EDMONDS LARRY S. NALIGHTEN
MAYOR
250 - 5th AVE. N. - EDMONDS, WASHINGTON 98020 - (206) 771-3202
OFFICE OF THE CITY ENGINEER
March 2, 1984
James Nucci
546 Homeland Drive
�dmonds, Wa. 98020
Dear Mr. Nucci:
I kqp)t�j� P14 4 6
You were contacted earlier this year concerning the
disconnection of your roof drains from the City's sanitary
sewer system. To date, we have not received any response on
this matter. Again, may I reiterate the need for you to take
action on this matter.
Please contact Dan Smith, 771-3202, extension 256, by
March 12, 1984 and he will give you any needed assistance.
Thank you for your attention to this matter.
Sincerely,
JAMt �.ADAMS, P.E.
City Engineer
DS/st
th Dt
CRTY OF EDMONDS
250 - 51h AVE. N. - EDMONDS, WASHINGTON 98020 - (206) 771-3202
OFFICE OF THE CITY ENGINEER
December 16, 1983
James Nucci
546 Homeland Drive
Edmonds, Wa. 98020
Dear Mr. Nucci:
HARVE H. HARRISON
MAYOR
The City of Edmonds is currently experiencing a serious storm
water problem. Our sewage wastewater treatment system is being
overtaxed by large volumes of storm water from roofs, drains,
driveways, and parking lots. If this water is not eliminated from
the system, the sewage treatment plant will require expansion much
sooner than it otherwise would.
A series of tests were completed, identifying your property
as one of the infiltration sources. This storm water must be
removed from the sanitary sewer system as soon as possible. The
attached drawings indicate several solutions to this problem, one
of which should be applicable to your property.
The City has established this as a top priority project, and
your cooperation is urgently needed. Please contact Dan Smith or
Jerry Hauth at 771-3202 for assistance prior to installation of
your modified system.
Sincerely,
JAM�, �-ADAMS, P. E.
City Engineer
DTS/st
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RESUB TAX PARCEL TAX PARCEL TAX PARCEL TAX PARCEL TAX PARCEL
27032500218400 00477400000700 00477400000600 00477400000500 0047740000041
AUG 0 3 2007
SURVEYOR S CERTIFICATE JOSEPH SURVEY IN:
This map correctly represents a survey made by me or under ."C & C Surveying N1 1/4* NW 1/4, SEC. 25, T. 27Nj R. 3Ej W. M.
my direction in conformance with the requirements of the 4509 243rd PL SW
Survey Recording Act at the request of MESTRICH/JIA/BOLLEN ?,do "I t
Mounilake Terrace, WA 98043 DRAWN BY: JJH DATE: 7/25/05 PROJ NO: 805
in JULY, 2005
'LLATWW j (425)373-7502 (206)523-1654
A&WLQL� EXPM::07-31- ------- MAP FILE: 805LB2F SCALE: SHT: 2 OF 2
Certificate No. 38977
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