20050880.pdfDATE RECEIVED
CITY OF EDMONDS
i
PERMIT EXPIRES42
PERMIT
NUMBER �s`0�
CONSTRUCTION PERMIT APPLICATION JOBSUITEIAPT#
ADDRESS t/' ., Q� rj� J� f♦
OWN[NAME1NAME OF BUSINESS VI 1
V A PLAT NAMEISUBDIVISION NO. LOT NO. LID NO
MAILING ADDRESS W VV ri LID FEE $
Y( (/` \� S. PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TESCPAPProved
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,J �(�.111.1.. AV ` _V RW Permit Required. E3
MMMMMMMMM Street Use Permd Required E3
CITY ZIP TELEPHONE EXISTING _ _ PROPOSED _ _ insPioeon Required O
Sidewalk Required I'
REQUIRED DEDICATION _ FT Underground E3
Wiring re quired O
NAME 1 �I-�_ j��� METER SIZE LINE SIZE NO. OF TURES PRV REQUIRED `V I eV '/ v 1`7�'t•t'' i i� l G� YES NO 0 Z
IY
W
ADDRESS /. REMARKS i
OWNERICONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE
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CITY ZIP TELEPHONE Pro.,01 I I -N or & w r
MMMM
NAME CBL#
GINEERING REVIEWED BY DATE
ADDRESS ^t �
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��� IRE REVIEWED BY DA4
CITY ZIP TELEPHONE
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STATE LICENSE NUMBER EXPIRATION DATEBY VARIANCE OR CU SHORELINE OR ADBN 0"INSPECTION D SEPA
61rREQ'D COMPLETED EX IPT
CV qS�� b / 0 YES NO
PROPERTY TAX ACCOUNT PARCEL NO. S CAtt O ZONE SIGN AREA HEIGHT
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❑ NEW RESIDENTIAL PLUMBING / MECH LOT COVERAGE RE ED �A1CS (F�j PR OSE FRONT U SIDE REAR
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ALLOWED PROPOSED FRONT SIDE REAR L7
ADDITION COMMERCIAL ❑ COMPLIANCE OR 35'�� 15 •/� /dI 51 15� re
❑ MIXED USE CHANGE OF USE z
REMODEL ❑ MULTIFAMILY ❑ SIGN REQ'D
PARKING
RPIROVVIDED JLOTAREA PLANNING REVIEWED BY DATE g
❑ REPAIR G DFENCE
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❑ ( X FT.) REMARK U 'Q� v l oi -� � I �1
❑ DEMOLISH ❑ TANK ❑ OTHER W.
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O ARPORT ❑ ROCKERY ❑ FIRE ALARM d I✓� P AA Ly or Ip o n. req to 1 1^e, d
a (TYPE OF USE, BUSINESS OR ACTIVITY Eyf LAIN:
TYPE OF CO UCTION CODf OCCUPANT
GROUP
LIJILMOOF
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NUMBER NUMBER OF
OF DWELLING ' SPECIAL INSPECTION CONSULTANT OCCUPANT
O UNITS LOAD
STORIES
REQUIRED CI YES
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";t ,:I'. ,r.l=tl"• _ttiil;lirin a it I1 i i �•i •;• i 1. ,rli t i . Description FEE Description FEE
Plan Check Ff State Surcharge sir
HEAT SO RCE LOT SLOPE% VESTED DATE
P(j Building Permit T�' City Surcharge
PLAN CHECK NO: Ell
Plumbing L ' " � Base Fee
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO Mechanical Oil q
t BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBIC
DONMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE Grading
SEPARATE PERMISSION, Engr, Review
W PERMIT APPLICATION: SEE ECDC 19.00,005(A)(5)
a PERMIT LIMIT: SEE ECDC 19.00.005(A)(6)
SEE BACK OF PINK PERMIT FOR MORE INFORMATION Engr. Ins eCl101T
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*APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESSORS Fire Review Plan Chk. Deposit
IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF n
19 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND Fire Inspection Receipt #
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
= FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE Landscape insp. Total Amt. Due
O NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.• '
s
Recording Fee Receipt #
1 HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION APPLICATION APPROVAL
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• This application is nota permit signed by the
TION; AND IN DOINGAE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED CALL Building Official or his/her Deputy anndd Foos aro paid, and
IN VIOLATION OF HE.LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged In space provided,
WORKMEN'S C PENSATI URANCE AND RCW 18:27.
OF CI SIGNATURE DATE
SIGNATU (OWNE ENT): DATE SIGNED (425)
771-0220 E D BY D E
TENTION EXT. 1333 '
1 IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL `
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A,CERTI- ORIGINAL -FILE YELLOW INSPE TOR
FICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109 / IBC1101 IRC110, PINK • OWNER • GOLD - ASSESSOR
10104 PRESS HARD - YOU ARE MAKING 4 COPIES
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17.5' proposcd enhance I buffer.
15setback for the cirhancecl buffer.
35' buffer for category -t wolands. The
proposed garage is 5'feet outside (lie
buffer the item in the bulrer is a patio.
15' existing setback. The garage is IC)'
into the setback. .
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,1 2 C. +90 HEIGHT CALC.S '1
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p ° +9ti, , . way 576 sq It 25' A _ �) �. r
N 'a slope 60i1 ; i B — +90
— L
v C 102
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AVE GRADE _ 93.5'
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Pole (dnutm LOT COVERAGE 2654 SQ FT ( 32(Yo) � . t rn
point - t_,�r.11 t1..1i n
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49 CU .YD OF FILLi?moi t3: .. _.(�?�--'�-�— ) N
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Owner Loan Network LLC � `f Z
Address 816 Walnut ST. Edinonds, WA 9802(1 � O
Tax ID 00.43.1207300300 MMI1p
Scale I ,=,)0' n
IMPERVIOUS SURFACE CAL.CS (Solid Surfaces)
Exist. Building Rooi'Outline: 1500st' ( constr in 1464
Existing Covered Porch: nuns.
Existing Driveway 270 sl*( gravd and grass) C
Existing Patio none
Proposed :\ddtti(in (garage) outside existing tbut.341 sl: o
Total garage %1528 sT ;
Proposed Drive tray . 576 T
Zone ' `J ' Corner NI) Fla 14
(. g .�(Z ) reposed I alio: e•i*)-oet — .I 84 �—
Propowd Sleps: 252 sl'
Setbacks Required Actual f
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�uT�'�1 `�m a 1j 4 C:iifiVi�7 _,il iillL�>
h Yl LYYI Front ISI
_ _ _ -
p i aAn ffL k4* b t+ I n 5 t A t (.e_ GL- Sloes la% v\�
LA n I-�}.. 5 I V� o�'t (-e d IU u OF Rear
nor r t%t -h� tri Gvl 0 (tet-t;t. p Am Ct Other
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N 'a slope 60i1 ; i B — +90
— L
v C 102
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1 p
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AVE GRADE _ 93.5'
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A- 100 ACTUAL 114.5' v N
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Pole (dnutm LOT COVERAGE 2654 SQ FT ( 32(Yo) � . t rn
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49 CU .YD OF FILLi?moi t3: .. _.(�?�--'�-�— ) N
Cft
Owner Loan Network LLC � `f Z
Address 816 Walnut ST. Edinonds, WA 9802(1 � O
Tax ID 00.43.1207300300 MMI1p
Scale I ,=,)0' n
IMPERVIOUS SURFACE CAL.CS (Solid Surfaces)
Exist. Building Rooi'Outline: 1500st' ( constr in 1464
Existing Covered Porch: nuns.
Existing Driveway 270 sl*( gravd and grass) C
Existing Patio none
Proposed :\ddtti(in (garage) outside existing tbut.341 sl: o
Total garage %1528 sT ;
Proposed Drive tray . 576 T
Zone ' `J ' Corner NI) Fla 14
(. g .�(Z ) reposed I alio: e•i*)-oet — .I 84 �—
Propowd Sleps: 252 sl'
Setbacks Required Actual f
CJ
�uT�'�1 `�m a 1j 4 C:iifiVi�7 _,il iillL�>
h Yl LYYI Front ISI
_ _ _ -
p i aAn ffL k4* b t+ I n 5 t A t (.e_ GL- Sloes la% v\�
LA n I-�}.. 5 I V� o�'t (-e d IU u OF Rear
nor r t%t -h� tri Gvl 0 (tet-t;t. p Am Ct Other
p 21t
(,10 r V,-) t� of p a �-tzd 7 Hei t __
GARY HAAKENSON
CITY OF E D M O N1 D S MAYOR
121 5TH AVENUE NORTH • EDMONDS, WA 98020 (425) 771-0220 FAX (425) 771.0221
Website: wwwxi.edmondsmams
DEVELOPMENT SERVICES DEPARTMENT :
j� c 1880 Planning • Building • Engineering
Mr. Richard Bruns May 24, 2005
960 51h Avenue South, Apartment 104
Edmonds, Washington 98020 z
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RE: 816 Walnut Street, Edmonds n
rn
Dear Mr. Bruns,
On November 18, 2004 the City informed you that. a citizen filed a request for code enforcement action m rnv
against property you own at 816 Walnut Street in Edmonds. The nature of the complaint included n
allegations that the building may be a dangerous building. Upon receipt of our letter you informed our C'
office that the home had no structural damage, would be boarded against unwanted entry and be put up m
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for sale. You also acknowledged that the future owner would be notified of past enforcement action p � r ;
with the City regarding this matter and be informed about obtaining the proper permits. According to D z
current Snohomish County Assessor records you are still the property owner.
, v
The purpose of this letter is to inform :you that the City has been made aware that interior demolition RV
work is currently taking place at the property without first obtaining a demolition permit. An official i E
STOP WORK order has been placed on site notifying any workers of the violation. The Stop Work rn A
Order requires immediate stoppage of work until a valid pei-tnit is obtained. It is possible to obtain anCO
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interior demolition permit that allows for removal of sheetrock and insulation but in order to replace c N
insulation and sheetrock a separate remodeling permit would be required. Please be advised an t m
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investigation fee shall be charged in this matter as penalty for starting work prior to permit issuance. .A
If you have any questions about the stop work order please feel free to contact me during normal City.
business hours at 425-771=0220 extension 1226. If you wish to.meet in person please call in advance b=
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as I am frequently assisting other customers and may not be immediately available.ca P
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Please make complete application for the required demolition or building remodeling permit by June 1, z
2005. Failure to meet this deadline shall result in the issuance.of an Order to Correct Violation Notice
the first step in the City's Civil Penalties Ordinance whereby compliance to the code shall be secured. n
M
It is not the City's intent to cause you undue hardship however, compliance to the codes is mandatory
for the fair and equal treatment of all citizens.
Sincerely,
Jeannine MGr
Building Official
{
Cc: Loan Network, LLC @ 1633 Bellevue Avenue Suite A, Seattle, WA 98122
• Incorporated August 11, 1890 •
Sister City - Hekinan, Japan
11
By order of the Building Official for the
City of Edmonds
.
All persons Are Ordered to .
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cir,l t ..;We are�tinable to locate. a valid'pehiiit fof the Work being'done a.t this'address'A permit " - D z
�`i , ;.'is required for this pit roject Work SHALL`NOT continue until a perm1 I it has been' obtained _
and the work' inspected for conformance with applicable `codes and ordinances It iYou tL C0
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, shave o'alreadY obtained ;the. ermit Please contact us ;`at 425 771=0220.'with >the : enut r ` �, x11
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a A VIOLATION FEE EQUAL OR UP TO1 IVE'TIMES ,Y,
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+ E> Posted this :w day of ' t., _
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;.
Warnin:. The .Lfailure lto stop 1 -this :work or activity' and/or'ithe
Too; 1
%
.
{ resuming • of :work without permission or` the removal,
mutilation, �or concealmen11 t of this Notice is punishable by fine
, ..
and imprisonmMEMO!ent.
City of Edmonds Development Services Department' Building D4 L I L � I L * I L . . . .1 . 4 . I I I . I r . .
ivision
]21 5'�' Ave N • Edmonds, WA 98020 • (425) 771-0220 I
. Office Hours M -F 9-12 and 1-4
.
t _
RLK and Associates
1308 251 st Avenue SE
Sammamish, WA 98075
Phone: (425) 391-9396 M
Fax: (425) 391=1198 www.RLI(andAssociates.com
and Associate -
r--�2U�
June 24, 2005
z
Mr. Scott Medsker, Owner .
0
S&M Contractors m
1424 Wetmore Avenue
Everett, WA 98201
Dear Scott, C m.
rn
At your request, I performed a limited, visual inspection of the house that you are remodeling for the o c
owner, at 816 Walnut Street, Edmonds, Washington, on June 22, 2005. The weather conditions on -�
that day were cloudy, rainy, and mild. The house is approximately 40 years old and has never been m z
pletely finished. This letter rep
rt will summarize my findings on the structure of the house only; _
no other aspects of the building onsite were inspected. z
i You retained me to perform this structural evaluation because of a requirement from the City of 0 �'
I Edmonds in order to obtain a permit to remodel the house. Please note that the City did not require
that any calculations be performed, and none were done as part of my inspection and evaluation. I m M
am enclosing a list of my. qualifications for your and the City's information. o Ca
n M
The foundation of the house consists of a poured concrete perimeter foundation, forming a full C ca
basement with a poured concrete floor, and has wooden`posts and beams Supporting the interior r z
floor joists and remainder of. the structure. Structurally, the house appears to have been very well
constructed, there are no significant signs of settlement or other related problems, and the
foundation and structure are performing satisfactorily at this time. The structure should continue to D
adequately support all gravity and lateral loads, etc. as it has since its original construction. t z
reviewed part of the plans that you have submitted to the City for approval, which shows.youCn
installing a deck off the second floor on about half of the west exterior of the. building, and a deck off o
the main floor along the entire west exterior and part of the north exterior. The second floor deck
and part of the main floor deck will be supported by existing cantilevered beams. On the second rn
floor, these are two 4x12 beams that extend out approximately, four feet from the outside west wall
of the house. On the main floor, these are three 6x10 beams that extend out approximately five feet
from the outside west wall of the house. It is my understanding that all of the other cantilevered
beams and joists that protrude from the exterior wall of the house will be cut off and removed.
These cantilevered beams should be adequate to support the intended decks, but again, I
performed no calculations to verify this as I assume it was done during the design of the remodel by j
others: The adequacy of the decks would also depend on the size of the deck floor joists used, etc.,
all of which is under review by the City: There is some softness and minor rot at the ends of some of
Professional Home and Building Analysis - Specialists in Pre-Purchase Home Inspection
Mr. Scott Medsker
June 24, 2005
Page 2
these beams due to exposure over the years; although this has been minimized by the large four ;
foot roof overhang around the house. However, the soundness of these beams should be carefully Z
evaluated when better access is provided to them during construction, and it is likely that anywhere o 4:
from a couple inches to several inches of decay will have to be cut off of the end of the beams prior 0
{. m
to installing the decks.
��
This summarizes my structural evaluation on the subject house. If you have any questions
regarding this matter, please feel free to.contact me. rn
My
r O
Statements, representations, or conclusions offered by the engineer who conducts the inspection o0.
(the "inspector") and/or by RLK and Associates are based solely upon a visual examination of the = m
exposed areas of the structure inspected. Areas of the structure which are not exposed to the naked m
eye, or which are not readily accessible, cannot be inspected; and no statements, representations, D -
or conclusions offered by the inspector are intended to relate to these areas. Hidden defects could z
r�
have a significant impact on the visually based statements, representations, and conclusions made N w
Om ! .,
by the.inspector. m,
Statements, representations; or conclusions offered by the inspector are based on his experience m m
and best opinions, but these statements, representations; and conclusions do not constitute an o v,
express or implied warranty of any kind. We do not imply that an item not mentioned is satisfactory n m
or in working order. Neither the inspector, .nor RLK and Associates; shall be liable for any mistake, C N
error, or omission, whether arising in tort, negligence, or contract, nor for any loss, claim, expense,
or damage caused by or arising out of his or its inspection of a structure, nor will the inspector or
RLK and Associates indemnify or hold others harmless for any loss, claim; expense, or damage
arising out of his or its inspection of a structure: t a'
Z
Very truly yours,
Z
L• xi
Robert L. Kle , M:S.C.E., P.E.
ta
waskl ct�j� M
President
58 q ww
Enclosure °��.��c1sTE�`�
i sSIONAL
EXPIRES
RLK and Associates
1308 - 251 st Avenue SE
Sammamish, WA 98075
m
Phone: (425) 391-9396 �..�
Fax: (425) 391-1198 www.RLKandAssociates.com
and Associates
BIOGRAPHICAL SKETCH OF ROBERT L. KLEWITZ
Z.
0
Robert L. Klewitz is the President of RLK and Associates, .which perform real estate and =�
tire Puget Sound area, including residential and commercial m
building inspections in the en
properties. ' RLK and Associates specialize in pre -purchase home inspections for home
buyers, sellers, lenders, insurance companies, and real estate professionals. Bob holdsCOONS
Bachelor and Master of Science degrees in Civil Engineering and his studies have
emphasized construction and building. Bob is a licensed Professional Engineer in the State of rn v
Washington, and frequently attends. continuing education seminars on all aspects of home o 0
construction and inspection. His entire professional career has been involved with i m
construction, building, inspection, and quality control. He is also a member of several m z ;`
P
rofessional organizations, including being a Certified Member of the American Society of Q. SOME
�
Home Inspectors (ASHI) and one of the founders of the Northwest Chapter of ASHI.
CnO
CREDENTIALS
M
OWNED ei
• Licensed Professional Engineer in the State of Washington. License No. 20358. o FOOO
nm
• Holds Bachelor and Master of Science Degrees in Civil Engineering.
M
rOOO
• Certified Member of the American Society of Home Inspectors (ASHI).. Member No. 7331.
Charter member and.former officer of the Northwest Chapter of ASHI. �
a
• Only inspector in the western half of Washington State that is both a Licensed
Professional Engineer as well as a Certified Member of ASHI. QUEEN
n
z
• Licensed Structural Pest Inspector in the State of Washington: License No. 68834.
0
m• SNOOP
Has performed thousands of inspections throughout the Puget Sound area and has been
in the home inspection profession. for over twenty years:
Certified Real Estate. Instructor in the State of Washington.
• Has been involved in construction, building, inspection, and quality control'during.his
entire professional career. ,
Professional Home and Building Analysis Specialists in Pre -Purchase Home Inspection
Altmann Oliver Associates, LLC
PO Box 578 CalAOA
ation' NNIA 98014 Office (4`25) 333 1535 ! ax (=125) Tit -11509 L'. 11vn*onrnellt�ll
hlarilling Rc
�
�.. RECEIVE Landscape
rr Architecture i
IUL. 2 2 2005
JUL� 7 2005.
FVELOPMENT SERVICES CTR,.
SUIL0fAC:i DEPARTIVfENT) CITY OF EDMONDS
CIT r F EO1%A0NDS
July 7, 2005 Z
AOA -3103
n
MScott Medsker R E
:ET FIL
S & M Contractors
_
1424 Wetmore Ave. N
o
Everett, WA 98201 e o
m o
-i n
0
SUBJECT: Wetland Delineation for 816 Walnut Street, Edmonds
mZ
Determination # CA -2005-076' Q --i
: D Z
r
Dear Scott: rn
On July 11 2005 conducted a wetland/stream reconnaissance on the subject
p
roperty utilizing the methodology outlined in the 1997 Washington State. Wetlands : m rn
Identification and Delineation Manual. During the reconnaissance, one Wetland o CO)
(Wetland A) was identified and delineated in the southern portion of the site. The 0 m
wetland flags were subsequently mapped by you and are depicted. on your site plan C �
(Figure 1). r Z
f small see s on awest-draining slope. The wetland
Wetland A consists of a series o p
extends slightly off-site to the east, south, and west and is generally confined to a
vel urban area. Vegetation within the wetland consists
remnant pocket within a relatively z
of a palustrine forested and emergent plant community that included western red ! _
cedar (Thuja plicata), big -leaf maple (Acer macrophyllum), red alder (Amus rubra),
co
salmonberry (Rubus spectabilis), lady fern (Athyrium filix-femina), skunk cabbage Z
hitum americanum), giant horsetail (Equisetum telmateia), stinging nettle
(Lysis
(Urtica dioica), and a variety of ornamentals. Borings taken throughout the wetland m
revealed hydric soils that were generally saturated to the surface.
t.
It is my understanding that the ditch located immediately behind the existing
residence on the site was cut approximately 40 years ago.' This ditch conveys runoff
through the wetland from several small pipes and seeps located upstope to the east.
Attachment A contains data sheets prepared for a representative location in both the
f
ts document the vegetation, soils, and
upland and wetland. These data shee
hydrology information that aided in the wetland boundary determination.
I _
f ,
NN
SA Zir� t • an�'..<~ .. L.Y.S7:}.. di !'.• vMk ss�•::...i •.M :4;:.
IV•4 i��1lllYV .:+f 11�Y l•1' L*
SRO
_ Z47t��4c�.1
. 3x6`4
tltI11d boundary
Seeondary rut ollIrolo
from 4** flexighborP t�.
i
t .
' `.. jeA' F '1 �(1 4 .�<(,` F�Y{����•1 •<Y 4d L£g$��i f♦'A LL'J�.i ��4 R f�'�• +1 .. _
' . . ��, . ti. .3��it�•ZN,,��? ��A'ra ". t'". ` 'r :F'`F,�1 �' r _ .. .. � ;:.
7 If
17,51
_ •:•1f YZ>1hK•••yr.n'r •ti�Y ••'n:• lw•� ?: �•. .�. :.. ••••:\:1•�:::1• 17.5' proposed enhanceduficr.
11
1%0"60 go
.. :: r;?;?•: tam.• ::.: go
.y�: •:;:•: :;?
•lie •� y. { *?:: ?4{;;.?�? \:1 xr\ r\ • e, I
` f
f'✓ +�° i`:\r f� Exisi7llf� �' ' mfr r�� �r �. 3J' buffer for category 4 wetlands. The �
i v -,'.� '' i ` pl'OpOSEd �ilragTe IS 5 tett outside the Z
L% blliier the item in the buffer is a patio. _ {
Proposed p tin O�•1
I I :ij '• (2 10 SQI'1) 1, ♦i
M
. I .. 1 1 I 1 t I 1 t 1 1 1 t 1• I 1 1 1 1 1 1 I1 1 1 1 1,1 _' .
I • 1 1 1 1 1 1 1 1 1 •1 1 I I 1 1 1 I 1 t 1 1 I 1 - J
'•'111't'r 1I'1 1 'Illtl'1'1')'1'I'1'I'112'f 11111'11 . '-1
I r l l I - • I I I I l Q
i , 11111111 I 11'11I1, 11III1'I �, 1I11r,I I I I I 1,1, 1'1111 15 existlllb setback. The garage'is 10�
,II1010sed II 1111 I I Ir 11111111:111411., 1, 11 Co
T
1' 1 1 1 1 1 1 1 1 1 , 1 1 1 1 1 into the setback.
I. 1 ; Garage , 1111111 1 111 1 11111 1111111 O m
1 1( 1 1 .1'1'1 1'1'1.1 111 1 I
C
16 1 -- 1 (5 8 SQ 11 I I 111,1 1 1, 1.1 11 v 4t
I IIT) ti.st m O
^ ;
I FNc°11111119IR Somali
O /\ -
i I. 1 , 0 .
1 r
as 13 24
E +r mas
m r.
Z {
I 2 C Y 190 I Owner Valdez 10 �_ t{
• n Address 816 Walnut S] Edlnondsl W:� 95020 > Z
New asphalt Tax ID 00434207300300
+98 o driveway 576 s9 25'
I ^'
1 slope Scale. 1'1_0)0.
Concrete '
stairs (252 O
q�)+97
Is = +96 X94 +90 • i s, 1;}
Flan at property line above cc- M m
76 x� hr. N
+100Sidemalk y�r ment culvert from property to r
Right motel ��fi• . the East. n m ;
Water 1
Phone. }. C V)
Pole (datum N'
Point) 0
ro).a n -1 small
Flag 5.5' north of back corner
of house and 5.5' West of M.
s .
----- - -�----- ----------- --............... lou e
- - -. --
.ru ,
Z
ema
Flag 5' South of house approxi N
matel 4' West of c Z
y corner 0
MKPI '
If` ;4t Flat, S< south Of house and 7.5'
west
r y,; of corner.
�tr4f
Flag'at property line at the ter- I
urination of drainage line:
1 ,;1
te
Woo to
Zol
DATA FORM
ROUTINE ONSITE DET ERMINATION METHODI
Field Investigator(s):AtJN•I- Date: - - 0
projecUSite: Z114 State: gyp' County:
Applicanuowner: MADS R Plant" Community Mame:
Nola: K a more detailed site description is necessary, use the back'of data form or a fieScl notebook.
IIIII, pook o,, too, IIIII, too,t . 000, IIIII 000, IIIII, III, too, toot
Do normal environmental conditions exist at the plant community?
Yes i� No (If no, explain on back)
Has the vegeI on soils,. and/or hydrology been significantly dislurbad? Z 1
Yes No '>C (If yes, explain on back). Q
YEGE T AiII0N.
Indicator Indicator
INNEW
Dominant Plant Scacies Status Strzlurn Dominant Plant Scecies Status Stratum '� 4
c_- h
N
t-VS�CL.�..w�-►Mlrlcan�� C[3� H 12. rn
2. m 0
i '�-t!^'1'CC r.�l v.i Q
_( 0
Ar
6' 1�.. rn
M
7 L17• O
8 13. D Z
10. 91 r000
20. o ca
r
Percent of dominant wades that are GEL, F,;C'eV, and/or FAC> 7 SMon
is T
Is the hydrophy c ve5atalicn crtaricn mat? Yes �C No
0
Rationale: _
Q
SOILS
n
Series/phase: SuirSrcuc:2 C ca
Is the soil on the hydric soils 41
-list? Yes No Undetermined � m �
Is the soil a Histcsol? Yes ; to X' His:ic ecicadcn present? Yes. No 7C - r:
Is the sail: Mctt(ed? Ya �c _ No Giey=d? Yes No �C
Matrix Color:yi F 2�r Mc�,la Colors* �T2�A
Other hydric soil indicalcrs: l 2
Is the hydro sol aitarion met?. Yes X No D
Rationale: ` Z
C X
i-;YDF OLOGY !n,
_ Z
Is the ground surfaces inundated? Yes No X Surface water dapth;
Is the soil saturated? Yes X No m:
Depth to frae=standing water in pit/soil probe hole: r�J� FA ` t`
List other field evidence cf surface inundation or scii saturation.
Is.the wetland hydrelc�y criterion met? Yes _ No
Rationale:ILI
C~/BS�RdATtJSiT 11-A1t:,r%
1
JURISDICTIONAL DE T E-MINATION AND RATIONALE
i
Is the plant community a wetland? Yes K No '
Rationale Ior'1 urisdic,ional decision:L-
L L "
Arc
1 This data form can b -a usad'for the,Hydric Soil Assessment Procedure and the Plant Community f
I:
Assassment Procedure.
2 Classification according to 'Soil Ta: onomy.'
1
13 -2
souttl
DATA FORM
ROUTINE ONSITE DETERMINATION METHOD
Field Investigators): A ►.1 — Dale:
Proiectishe:b W %Lo,•ol %J7 State: %bojA County: 5pjr>rs' rW -%S ei
ApplicantlOwner, 1�tyswcfZ Plant Community
Note: If a more detailed site description is necessary, use the back of data form or a field notebook.
Do normal environmental conditions exist at the plant community?
Yes C _ No (If no, explain on back) Z +
Has the vegetation, soils, and/or hydrology been significantly disturbed? (�
Yes_ No (If yes, explain on back) Mo..j
------------------------------------------ -- m
YcGE T A. iON
Indicator Indicator mn
Dominant Plant Scec;es Status Stratum Dominant Plant Sc-ecies Status Stratum SEEM
N
=
11.
OM
2. �� z` S' 12: m 0
i 3.. urk�c� d��: CS• N 13: n
r O C
5. m
s a mz
1 y:
y• 10
7. 1 C4000100
Z
8.4001110
13. D "
g 19.o
_ ;
10, 20. N t
Fercant of dominant scares that ar CEL, FAC'N, a^d/cr F„C SG i� T
t.
Is the hydrophy;ic vegetation cr'dr'cn mat? Yes No X
_�
Rationale: m m
N:; T
Too (—Acp.N
O ;
SOILS C rnth
Sarieslphasa: Sul:Srcuo:2 rn CO)
Is the soil on the hydric soils lis;? Yas No Undetermined L Z r
Is the sail a Histcscl? Yes No. x • Histic acicedcn present? Yas No
Is the soli: Moiled? yes No Gleyed? Yes. N07)4%
Matrix Color: lc�`{iZ ��Z Mottle Colors:
Other hydric soil indicators:
Is the hydric soil criterion met? Yes No X t Z
Rationale: X
2
Ct1izw%r^A Or' 2 �iTtli..l 1N�J:Tyc`� !.
HYDROLOGY Z
Is the ground surface inundated? Yes• No X Surface water depth; O
Is the soil saturated? Yes No X rn
n
Depth to.frae•standing water in pn/soil probe hcla:.
List other field evidence of wrfacs inundation or soil saturation,
Is the wetland hydrelc�y criterion met? Yes No X
Rationale:
►.iD oLA ticSto. SATu(zkT�S•,J GR �� uc•
JURISDICTIONAL DETERMINATION AND RATIONAL'
i.,
Is the plant community a wetland? Yes No �_ C
Rationale for jurisdictional decision: I `
I�1 C C V -f E (~ A ✓^n
1
This data form can be usad for the Hydric Soil Assassment Procedure and the Plant Community
l Assessment Procedure:
2 Classification according to 'Soil Taxonomy.'
f.
B-2 ~
•
,
?Gategoiy� '
Score>740
.Category�II> Score.5 �69�<xf
*,Categorx�Iv3Score<=30`�
l
,rx ��{•, .,���
�
Wetland Hydrogeomorphic Class
Determine the hydrogeomorphic class of the wetland being rated based upon the criteria
provided below. Water quality and hydrologic f tnctions assessments are based upon the .
specific hydrogeomorphic class of a wetland. ?.
14. Are the water levels in the wetland usually controlled by tides (i.e. except during
ods)?
NO go to 2 YES = Tidal Fringe z.
O`
If yes, is the salinity of the water during periods of annual low flow below 0.5 ppt (parts m
per thousand)? YES — Freshwater Tidal Fringe NO Estuarine Wetland Estuarine ;
wetlands meet Criteria for Category I or II wetlands regardless of total score for functions
assessment per ECDC 23.50.01O(B). owl !
vrn r
2. Is the topography within the wetland flat and precipitation the only source (>90%) of 0
water to it OR the wetland in a topographic depression in which water ponds, or is p n
C
NOturated to the surface, at some time of the year.? _ z go to 3 YES — Depressional rn C ;
3. Does the wetland meet both of.the following criteria?
The vegetated part of the wetland is on the shores of a body of open water (without
any vegetation on the surface) where at least 20 acres (8 ha) are permanently inundated..
(ponded or flooded); -^ i
t least 30% of the open water area is deeper than 6.6 ft (2 m)? _
go to 4 YES.— Lake Fringe o N
10
4. Does the wetland meet all of the following criteria? e Ca
7C The wetland is on a slope (slope can be very gradual); t m n
�C The water flows through the wetland in one direction (unidirectional) and usually r'
comes from seeps.. It may flow subsurface, as sheetflow, or in a swale without distinct
banks.
&The wat ves the wetland without being impounded?
NO - go to ES Slope ` z
5. Is the wetland in a valley, or stream channel, where it gets inundated byoverbank
stream flooding? (The flooding should occur at least once every two years,.on the p
average and the. wetland can contain depressions that are filled with water when the river 0
is not flooding.) rn
rn
NO - go to 6 YES - Riverm.e
Hydrogeomorphic class of wetland based on above:
Depressional Riverin_ eshwater Tidal. Fringe
Lake Fringe Slope
Class I or II Wetland Based Upon Other Criteria
ILI
IL L wetland field data forrn.rloch•ev.2004.12.20 Page
i
Water Quality Functions Assessment
Complete section I below for the hydrogeomorphic class of the wetland to be rated only
by circling points under each question. If the answer to section 2 is YES, then multiply the j
combined number of points from section I by 2 and enter this value as the total score for
water quality fitnclions assessment on page 1.
1. Does the wetland have the potential to improve water quality?
Depressional Wetlands p'
D 1:1 Characteristics of surface water flows out of the wetland:
0
Wetland is a depression with no surface water outlet Points= 3 m
Wetland has an intermittently flowing, or highly constricted, outlet Points = 2
Wetland has an unconstricted surface outlet Points = 1 'n
,,.
Wetland is flat and has no obvious outlet, or outlet is a ditch Points = 1, SEMI
D 1.2 The soil 2 inches below the surface is clay, organic, or smells anoxic (hydrogen c m
sulfide or rotten eggs). GENII
O
YES Points = 4 NO Points = 0 O c
D 1.3 Characteristics of persistent vegetation (emergent, shrub, and/or forest class): _ m 3
Wetland has persistent vegetation> = 956/oof area Points = 5 m z
0000t
Wetland has persistent vegetation > = 1/2 of area Points = 3 CONNED
Wetland has persistent vegetation > = 1/10 of area Points = 1 y z
>
Wetland has persistentvegetation <1/10 of area Points = 0
D1.4 Characteristics of seasonal ponding or inundation: p -n
This is the area of the wetland that is ponded for at least 2 months, but dries out m �`
sometime during the year. Do not count the area that is permanently ponded. t2 M.
Estimate area as the average condition .5 out of 10 yrs.. p M
Area seasonally ponded is > '/2 total area of wetland Points = 4 n rn
Area seasonally ponded is > '/4 total area of wetland Points = 2 CO)
Area seasonally ponded is.<'/4 total area of wetland Points = 0 m.n
Z
Score section 1 for Depressional Wetlands -
awl
Riverine and Freshwater Tidal Fringe Wetlands
z
R 1.1 Area of surface depressions within the riverine wetland that can trap sediments
during a flooding event: ca
_
Depressions cover >3/4 area of wetland Points = 8 z
z
Depressions cover > 1/2 area of wetland Points = 4
Depressions present but cover < 1/2 area of wetland Points = 2 n
No depressions present Points = 0 m
R 1.2 Characteristics of the vegetation in the wetland:
Forest or shrub > 2/3 the area of the wetland Points = 8
Forest or shrub > 1/3 area of the wetland Points = 6
Emergent plants > 2/3 area of wetland Points = 6
Emergent plants > 1/3 area of wetland Points = 3
Forest, shrub, and emergent < 1/3 area of wetland Points= 0
Score section 1 for Riverine and Freshwater Tidal fringe Wetlands
wetland field data form,doc/rev.200d.12.20 Nage 3
Lake Fringe Wetlands
L 1.1 Average width of vegetation along the lakeshore
Vegetation is more.than 33ft (10m) wide Points = 6
Vegetation is more than 16 (5m) wide and <33 ft Points = 3
Vegetation is more than 6ft (2m) wide and <16 ft Points = 1
Vegetation is less than 6 ft (2m) wide Points = 0
L 1.2 Characteristics of the vegetation in the wetland:
Choose the appropriate description that results in the highest points and do not
include any open water in your estimate of coverage. In this case the herbaceous Z
either the dominant orm called ethergent class) or an understory in a
plants can be f ( g n
shrub or forest comnuinity.
rn
Herbaceous plants cover >90% of the vegetated area Points = 6
Herbaceous plants cover >2/3 of the vegetated area Points = 4
Herbaceous plants cover >1/3 of the vegetated area Points= 3 _
° Other vegetation that is not aquatic bed in > 2/3 vegetated area Points = 3 c m
Other vegetation that is not aquatic bed in > 1 /3 vegetated area Points = 1 m v
O
Aquatic bed cover > 2/3 of the vegetated area Points = 0 O C
Score section 1 for
Lake Fringe Wetlands m Z
A
CZ ;
Slope Wetlands rM
S 1.1 Characteristics of average slope of wetland: '. —
Slope is I% or less Points = 3 O wn
Slope is 1% - 2% Points = 2
o o — _
Slo a is 2 /o - 5 /o Points — rn rn
lope is greater.ahan 5 0 oints = 0 v
S 1.2 The soil 2 inches below the surface is clay; organic, or smells anoxic (hydrogen C N
sulfide or rotten. eggs). C to
ES Point9=3 O Points=0 t rn 0
S 1.3 Characteristics of the vegetation in the wetland that trap sediments and pollutants:. —Zi
Choose the points appropriate for the description that best fits the vegetation In the
wetland. Dense vegetation means you have trouble seeing the soil surface.
Dense un razed herbaceous ve etation > 90% of the wetland area Points 6'
g Z
ense, ungrazed, her aceous vegetation > 1/2 of area Points = 3
ense, woo y, vegetation > '/z of area Points = 2 _
Dense, ungrazed, herbaceous vegetation > 1/4 of area Points =1 Z
Does not meet any of the criteria above for vegetation Points = 0 0
S aracteristics of the Vegetation in the wetland that trap sedime sand pollutants: n
Choose oints appropriate for the description that bethe vegetation in the mst
wetland. Dense etation means you have trouble zg the soil surface. {
Dense; ungrazed, her s vegetation > o of the wetland area Points = 6
Dense, ungrazed, herbaceous v on > 1/2 of area Points= 3
Dense, woody, vegetati Z of area s = 2
Dense, ungraze r aceous vegetation > l/4 o a Points = 1
Does no any of the criteria above for vegetation is = 0 f
Score section 1 for Slope Wetlands
wetland field clava form.doe/rev.200�l.12.20 Paget �.
Hydrologic Functions Assessment
Complete section 1 below.for the hydr•ogeomorphic class of the wetland to be rated only
by circling points under each question. If the answer to section 2 is YES, then multiply the
combined number of points from section I by 2 and enter this value as the total score for
hydrologic f ructions assessment on page 1.
1. Does the wetland have the potential to reduce flooding and erosion?
Depressional Wetlands p
D 1.1 Characteristics of surface water flows out of the wetland:
Wetland has no surface water outlet Points = 4 m
Wetland has an intermittently flowing, or highly constricted, outlet 'Points = 2Milli
_
Wetland has an unconstricted surface outlet Points = 0
Wetland is flat and drains by surface flow or a ditch Points = 0 Nv rn
D 1.2. Depth of storage/ponding during wet periods: e o
Marks of ponding are at least 3 ft above the surface Points = 7 M� O
The wetland is a "headwater" wetland" Points = S O c
Marks are at least 2 ft from surface Points 5
Marks are at least 6 in. ft from surface Points = 3
MM
Wetland is flat but has small depressions on the surface that trap water Points = 1 D Z
No marks of ponding above 6 in., or, wetland has only saturated.soils Points = 0 r =
D 3.3 Contribution of wetland to storage in the watershed: N
Estimate the ratio of the area of upstream basin contributing surface water to the O Mn
wetland to the area of the wetland itself.
The area of the basin is less than 10 times the area of wetland Points - S m m.
The area of the basin is .10 to 100 .times the area'of the wetland Points = 3 v0 CO)
The area of the basin is more than 100 times the area of the wetland Points = 0C�
Cal
Score section 1 for Depressional. Wetlands ► z
Riverine and Freshwater, Tidal Fringe Wetlands
R 1.1 Characteristics of the.overbank storage the wetland provides:
Estimate the average width of the wetland perpendicular to the direction of the flow z
and the width of the stream or river, channel (distance between banks). Calculate the ► _
ratio: (width of wetland)1(width of stream). CO)
If the ratio is more than 20 Points = 9 z
If the ratio is between 10 — 20 Points 6
If the ratio is 5- <10 Points = 4 1 m IN
If the ratio is 1- <5 Points =2
If the ratio is < 1 Points = 1
R 1.2 Characteristics of vegetation that slowdown water velocities during floods:
Treat large woody debris as 'forest or shrub Choose the points appropriate for• the
best description.
Forest or shrub for > 1/3 area OR Emergent plants > 2/3 area Points 7
Forest or shrub for > 1/10 area OR Emergent plants > 1/3 area Points .4
Vegetation does not meet above criteria Points =-0 ('
t
Score sectionl for Riverine and Freshwater Tidal fringe Wetlands
ivetlandfield data form.doc/t•ev.2004.12.20 Page 6
Lake Fringe Wetlands
L 1.1 Average width and characteristics of vegetation along the lakeshore (do not
include aquatic bed):
Choose the highest scoring description that matches conditions in the wetland
> % of fringe vegetation is shrubs or trees at least 33 ft (10m) wide Points = 6
> % of fringe vegetation is shrubs or trees at least 6 ft: (2 m) wide Points .4
> '/4 of fringe vegetation is shrubs or trees at least 33 ft (10m) wide Points = 4 = .
Fringe vegetation is, at least 6 ft (2m) wide Points = 2 Z
Fringe vegetation is less than 6 ft (2m) wide Points = 0
m
Score section 1 for Lake Fringe Wetlands "
CO
Slope Wetlands c my
S 1.1 Characteristics of vegetation that reduce the velocity of surface flows during rn O
storms: 0 C
Y,-
Choose the points appropriate for the description that best fit conditions in the _ ,
wetland MZ.
/Dense, uncut, rigid vegetation covers > 90% of the area of the wetland. (stems of e z
plants should be thick enough (usually > 1/8in), or dense enough, to remain erect
during surface flows) points = 6 Dense, uncut, rigid vegetation > 1/2 area of _
CO:
w tland Points 3 O wn
Mn
Dense, uncut, rigid vegetation > 1/4 area Points = l
More than 1/4 of area is grazed, mowed, tilled or vegetation is not rigid Points 0 m
S 1.2 Characteristics. of slope wetlands that hold back. small amounts of flood flows: p r
The slope wetland has small surface depressions that can retain water over at least c N
is
10% of its are .
ES Pornts= 2 O Points = 0 r rn n
Score section l for Slope Wetlands
2. Does the wetland have the opportunity to reduce flooding and erosion? >1
Answer YES if the wetland provides.flood storage or reduction. in water velocity to ► Z
protect downstream or shoreline property and aquatic resources from flooding and/or
co
erosion. Note which of the following conditions apply.
Z.
Wetland is in a headwater of a stream that has flooding problems. O
Wetland drains to a stream that has flooding problems. n
_ Wetland has no outlet and impounds surface runoff water that might m
otherwise flow into a stream that has flooding problems.
Structures, facilities or natural resources exist downstream or along the
shoreline (for lake fringe wetlands) .that can be damaged by flooding.
Other
If answer to section 2 is YES multiply score from section 1 by 2 for total score s
hydrologic functions assessment. Otherwise enter score from section 1 as total.
Total Score Hydrologic Functions Assessment
I;
Welland field dntaformdoc/rev.2004.12.20 Page 7 .
i
Habitat Functions Assessment
i'
All hydrogeomorphic wetland classes. Complete section l and 2 by circling points under
each question. Total score habitat functions assessment is the combined (additive) total
of sections land 2. r"
1. Does the wetland have the potential to provide habitat for wildlife species?
H 1.1 Vegetation .structure: r
Check the types of vegetation, classes present (as defined by Cowardin) if the class p
covers more than 10% of the area of the wetland or Y4 acre.
Aquatic bed v
rn
Emergent plants
Scrub/shrub (areas where shrubs have >30% cover)
Forested (areas where trees have >30% cover) N
Forested areas have 3 out of 5 strata (canopy, sub -canopy, shrubs, herbaceous, m {
v
is
moss/ground-cover) I O
Add the number of vegetation types that qual fy. Ifyou have: 01C
4 types or more Points = 4.
M.
3 S = M t
2 types Points = 1 - D Z
pe ants = 0
H 1.2. Hydroperiods: }
Check the types of water regimes. (hydroperiods) present within the wetland. The an
water regime has to cover more than 10% of the wetland or % acre to count.
l Permanently flooded or inundated 4 or more types present Points = 3 rn
Seasonally flooded or inundated 3 types present Points = 2 p N
Occasional) flooded or inundated es resent Point = n
Y h'P P rn
Saturated only C0
Permanently flowing stream or river in, or adjacent to, the wetland r m n
Seasonally flowing stream in, or adjacent to, the wetland
H 1.3. Richness of Plant Species:
Count the number of plant species in the wetland that cover at least 10 ft2. (different
patches of'the same species can be combined to meet the size threshold) You do not t f
have to name the species. Do not include Eurasian Milfoil, reed canarygrass, purple. _
loosestrife, Canadian Thistle z
10. [':�
If you counted: > 19 species Points = 2 '
_ _
5. - 19rs ecies Points 1 n
:
M
< 5 species Points = 0
H 1.4. Interspersion of habitats:
Decide from the diagrams below whether interspersion between types of'vegeralior:
(described in H 1. 1), or vegetation types and unvegetated areas (can include open
water or mudflats) is high, nwed; m, low, or none.
None Points=0 ow Points=l Moderate Points=2
tivedand field darn fopendoc/rev.2004. /2.20 Page 8
,:
N�,n.• -=Opoints LOWI lxOinl 1�1cK1ct'at�• 2 point.
+4.`.. +
cam! ii•+`.DIV �J% Ix -t '! %;y 1 �fJi�,h .._c_f•.,.
:�Jkr'ul•`;rt ttacz .. •;r.i'.:-. _
k `$ •
. •f s
- �1 'fir+#S•T F37�. �r J -
TT a4,4
W .41 .it? t:n• 4" rtt' f+•.,� cr y,, .r z
y li• n" t
_ .. i .. •: pJt� �+ t h v �'j..+i'hl":� '4 ••4i d i^{'�rL'_..
5•
j 101mrian brui(IrLi chaiiiwisl
lith ; point> �.
NOTE: II'vou patie I:?ur or more rc�_rtation tY1?e� +,r thrcc e ctati��n tti'hc . CO)
an�1 opcn >v;itcr the �alinL i ,ilaay:> "hi�_It•, _
C
m
M o
� n
H 1.5. Special Habitat Features: 10c,
Check the habitat features that are present in the wetland. The nza�rber of checks is the = m
number of points you put into the next column, m z
Large, downed, woody debris within the wetland (>4in. diameter and 6 ft long), c z
Standing snags (diameter at the bottom > 4 inches) in the wetland ra
Undercut banks are present for at least 6.6 ft (2m) and/or overhanging vegetation
extends at least 3.3 ft (lm) over a stream for at least 33 ft (lOm) O m
Stablesteepbanks of fine material that might be used by beaver or muskrat for m
denning (>30de ree slope) OR signs of recent beaver activityare present M
At least'/, acre of thin -stemmed persistent vegetation or woody branches are p co
resent in areas that are permanently or seasonally inundated, structures for g ` '
p P Y Y ( egg 0 m
laying by amphibians)C CD
Invasive plants cover less than 25% of the wetland area in each stratum of plants r rn n
Zr
Point
M
Score section 1 for all hydrogeomorphie wetland classes i
H 2: Does the wetland have the opportunity to provide habitat for many species?
H2.1 Existing Buffers: _
Choose the description that best represents the condition. of the natural buffer existing
z
around the wetland. The highest scoring criterion that applies to the wetland is to be 0
used in.the rating. rn
100 m (330ft) of relatively, undisturbed vegetated areas, rocky areas, or open
water >95% of circumference. No developed areas within undisturbed part of buffer. ,
(relatively undisturbed also means no -grazing) Points.= 5
100 m (330 ft) of relatively undisturbed vegetated areas, rocky areas, or open
water > 50% circumference. Points = 4
50 m (170ft) of relatively undisturbed vegetated areas, rocky areas, or open
water >95% circumference. Points = 4
100 m (330ft) of relatively undisturbed vegetated areas, rocky areas, or open
I`
water > 25% circumference. Points = 3
f ;
f
x+etland field data fornz.doc/rev.200.1.12.20 Page
i
50 m (170ft) of relatively undisturbed vegetated areas, rocky areas, or open
water for > 5.0% circumference. Points= 3
If buffer does not meet any of the criteria above
No paved areas (except paved trails) or buildings within 25 m (8011) of wetland ,
> 95% circumference. Light to moderate grazing, or lawns are OK. Points = 2:
Nop aved areas or buildings within 50m of wetland for >50% circumference. s
Light to moderate grazing, or lawns are OK. Points 2
Vegetated buffers are <2m wide,(6.6ft) or heavily grazed for more than 95% of
the circumference (e.g. tilled fields, paving, basalt bedrock.extend to edge of
wetland).Points =.00 z
O i'
mH 2.2 Corridors and Connections:
Choose the description thathest represents connections frau the tivetland to other
natural areas and wildlife habitat. The {:ighest scaring criterion that npplies to the ' .� -�
►vetland is to be used in the rating. v`i
The wetland is art of a relatively undisturbed and unbroken vege
p tated corridor (either c
riparian or upland) that is at least 150-11 wide, has at least 30% cover of shrubs or m 0
forest, and connects to estuaries, other wetlands or undisturbed uplands that are at p c
least 250 acres in size. Points=40 3:
z m
rn Z -
The wetland is part of a relatively undisturbed and unbroken vegetated corridor (either A "�
riparian or upland) that is at least 5011 wide, has at least 30% cover of shrubs or forest,
Z ;
and connects to estuaries, other wetlands or undisturbed uplands that are at least 25
acres in size. OR a Lake -fringe wetland, if it does not have an undisturbed corridor as.N
j 0 mn
in the question above. Points=2.
P
Mm
The wetland is:
within MotabraCKIsFF5r sat water estuay Q
rR C 0 �
iin 3 mi of a large Ciel or pasture(>40 acres) OR C N .
withi i of a lake greater than 20 acres?
Points=l, t 74 r '
none of the above conditions are met. Points=0
H 2.3 Near or adjacent to other priority habitats listed by WDFW:
Which of the following priority habitats are within 330ft (100m) of the wetland? } z
Riparian: The area adjacent to aquatic systems with flowing water that contains_
elements of both mutually influence .
aquatic and terrestrial ecosystems which mutuaence e ;
other. z
O
Cliffs: Greater than 7.6 m(25 11) high and occurring below. 5000 ft. n
Mature forests: Stands with average diameters exceeding 53 cm.(21 in) dbh; m
crown cover may be less that 100%; crown cover may be less that 100%; decay,
decadence, numbers of snags, and quantity of large downed material is generally ;
less than that found in old-growth; 80 - 200 years old west of the Cascade crest.
Urban Natural Open Space: A priority species resides within. or is adjacent to the
open space and uses it for breeding and/or regular feeding;, and/or the open space
functions as a corridor connecting other priority habitats, especially those that
would otherwise be isolated; and/or the open space is an isolated remnant of
tivelaid field data form.doc/rev.2004.12.20 Page 10
F'
ti
natural habitat larger than 4 ha (10 acres) and is surrounded by urban
development.
Estuary/Estuary-like: Deepwater tidal habitats and adjacent tidal wetlands,
usually semi -enclosed by land but with open, partly obstructed or sporadic access
to the open ocean, and in which ocean water is at least occasionally diluted by
freshwater runoff from the land. The salinitybe periodically may p y increased above
that of the open ocean by evaporation. Along some low-energy coastlines there is
appreciable dilution of sea. water. Estuarine habitat extends upstream and
landward to where ocean -derived salts measure less than 0.5% during the period p
of average annual low flow. Includes both estuaries and lagoons. _
Marine/Estuarine Shorelines: Shorelines include the intertidal and subtidal rn
zones of beaches, and may also include the backshore and adjacent components
of the terrestrial landscape (e.g., cliffs, snags, mature trees, dunes, meadows) that �_ M
are important to shoreline associated fish and wildlife and that contribute .to
N
C
shoreline function (e.g., sand/rock/log recruitment, nutrient contribution, erosion v
control). rn
If wetland has 3 or more priority habitats Points=40 n
C
If wetland has 2 priority habitats Points=3
I . If wetland has 1 priority habitat oint-1
No habitats Points=0 c _
H 2.4 Wetland Landscape:
Choose the one description of the landscape around the tivetland that best fits. p -n
There are at least 3 other wetlands within V2 mile, and the connections between them -^
i are relatively undisturbed (light grazing between wetlands OK, as is lake shore with m
some boating, but connections should NOT be bisected by paved roads, fill, fields, or
other development. Points =.5 O
The wetland is Lake -fringe on a lake with little disturbance and there are 3 other lake- c ai . {
fringe.wetlands within '/� mile Points = 5
r rnn
There are at least 3 other wetlands within %mile, BUT the connections between them
are disturbed Points = 3:
The wetland is Lake -fringe on a lake with .disturbance andTie"re are 3 other lake- -�
Erin a wetland within'/z mile Points =
Wre �s a we an wit in'/2 mile. Points = 2 , Z j
ere are no wetlands within'/2 mile. Points = 0 _
AC
Scoresection 2 for all hydrogeomorphic wetland classes O
0
Add score for section 1 and section 2 for total score habitat functions assessment. rn
Total Score, Habitat Functions Assessment
wetland field data form.doc/rev.2004.12.20 Page 11
t
' i<.\? • .Y r•r v"tl. i-ie�� by'desif
.r.° v,•I;,L i,`.�^i:fh.'b3 ^'. "11`>j�Cl�t't%, t t M , `.'t�`(Il'� �?3�1+"i't"'S�`'' '1 S
y'"n;�:�-•.'�•`'ts ' uik'c �Me2vI�,"�+j7',+'"y, -
:�...R.'4�. r, G.r Ja. rn�W4�\3v ry .ti': :1"f :}; d'd d'Y",A }� nh :
LLQ, w .� .. �a•, t �.•.�Ji
Q9'Secuntlarpnntul'Pt'rorll r}} 36'i' �����?'y`�+� Wellantlboundary' .
fir.; neighbor Prow d" Iles it~'Ipt x�}1er��4 rt,t°Q<
d pipe.
:l I, des—..
This is only. for visualization of the
• i 'tir, h•i �::rn•ti.1 H. I'.L:'.:�:V r• ��• \� _
:t•' •• vy't,• 1C
'goo
frit p S buffer enhanccn)ent, nota )lalltlll )Ittll ;
;• �: '.._}: ° '.:."chi E; planting
Fi s 4 `16,046'
*00
11
-10
I;"I edge�0 4
°I, Existing Lawn will transfer with an edge to the ,
r fr % .•. ,1: buffer planting area. This will make for 2'
''' a nice visual transfer to the protected
area. The lawn is harder to continue . t?'
`1 111 t s'e % / eI 1 IIIoliosed patio
, u l past this point due to the extreme down- m
111.1,111;11 .:'.1111 (-10sQll')
It ward 1' 1'.111' 1', 1 I I , 1111 ' ward slope at this point. - .I
I 1,11,11,' 11111, _ .1
1 x 1. fill 1 _
'Proposed ' tin
I ; 1 Garage 0 f=11
I 528 SQ i .
16 �ri�L,.,,r>1 Existing lawn C p
n m
1 n' I 1 . h.11l,F O i.
1.. n 1 1iutaliun•'lIN O n .
I,-1
m 1
It 1 o ---- ----------1 - —1
.1 Q 11'1+i _ m d
.
Age mg
n $ I -
42 *0
i 12 0 a ` 2C Owner Valdez C �
It
Sri ', ddress 816 Walnut ST. Edmonds, WA 98020 y Z
dog Vi
+9R New asphalt - ax ID 00434207300300 damaged _
'_ driveway 576 sil "=')
_7 ;
I m n
It slope 60/00 Gale I 0
'onclete u O
n
-tairs (252
I n men
sq
Art'71 Flag at property tine above ceded m m
+100 ": 76' ` meat culvert from ro er to Ca s
. _ P P h' p
Right ol, the Cast. nof
C m
waler Illeter .
VY
Phone
Pole (datum i'..
mn
Point) tvtr y .fig '
Flag 5.5north of back corner Zi
32. of house and 5.5' West of
houses
=---- -- - -------------------------------- ---
D
y z
--I
Flag5S _
' oudi of house approxt'- � •
mately 4" West of corner Z
o
.:Y 0 ..
- m
Flag 8' south of house and 7,5
��4 west of corner':
.tt
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~,?i' Flag at property line at the ter J.
, .
urination ofdrainage ling
- _
- t
RLK and Associates
1308 - 251st Avenue SE
Sammamish, WA 98075
Phone: (425) 391-9396 MEMO"
Fax: (425) 391-1198 www.RLKandAssociates.com
and Associates
January 5, 2006ILL
RECEIVEDP4 ILL
Ms. JennyReadwin, Plans Examiner JAN - 6 2006 ILL
0'
City of Edmonds
to BUILDING DEPT. n
121 - 5 .Avenue North L rn
Edmonds, WA 98020
Re: Remodel project at 816 Walnut Street _
C
M
v
1 Dear Ms. Readwin, o
C
As we have discussed by phone, I am the designated; and approved Special Ihspector for the m z
epoxy anchor bolts earthquake retrofit on the referenced project. Due to the work being done by A .�
ILLthe contractor on only one day, you indicated that only a final report by me would be necessary, y 'z ILL
so this report will document that all items requiring special inspection were fulfilled.
The epoxy anchor bolts Lretrofit work was done by theL main general contractor, S & M
Contractors, on January 3, 2006, and I was present on.the site for all of that work. The epoxy
o
bolt design was done by the Engineer of Record, Ed Baker of Baker Engineers, Inc. in Edmonds; m rn
and I was able to refer to that design on the City-approved plans and his "Structural Calculations CO)
Summary" sheets supplied by the contractor. N .ILI
Zv
As per the approved plans, there were three earthquake straps installed on the south concrete .�
basement wall of the house, and two on the east concrete basement wall of the house, as L X
shown by the designation W6 on sheet A-7 of those plans. The straps used on the south wall
were Simpson MSTC28 straps, and those on the east wall were Simpson LTT20B straps,. as z
designed. The retrofit detail was shown under "Section 2" on sheet A-8 of the approved plans r .L ILL
I
nd the straps to be used were listed in the "Structural Calculations Summary".
Z
The approved plans and structural calculations did not appear to specify the type of epoxy to
use, the size and type of concrete anchors, or the size of nails to be used, although the choices rn
made by the contractor appear to be reasonable and appropriate. The two-part epoxy that was
used was also a Simpson's product called "Epoxy Tie Set. Pac — Epoxy-Based Anchoring
Adhesive". The concrete screw anchors used. were 3/16" x 1-3/4" concrete screw anchors with
hex heads. And the nails used to attach the straps to the wood framing members were 16d.
ILL L
The work was done in a proper and workmanlike manner, epoxy was injected into all of the
horizontal holes in the concrete for the straps on the south wall, prior to inserting the concrete
screw anchors, and also into the two, larger, vertical holes in the top of the concrete wall on the,
east wall of the house, prior to insertion of the larger bolt material.
ILL
Professional Home and Building Analysis - Specialists in Pre-Purchase Home Inspection I
Ms. Jenny Readwin
January 5, 2006
Page 2
The three straps on the south wall were all secured with 22 concrete anchor screws, except for z
the middle one having only 21, due to an obstruction of rebar, or something similar, that did not o
allow one of the holes to be drilled. Also, the northernmost strap on the east wall was not fully rn
nailed while I was present, due to the need for a small piece of lumber behind it, and the epoxy
for the two vertical anchor bolts on the east wall had not fully set, so that the anchor bolts were .�mn
still somewhat loose. These remaining items can be verified as being completed by the City
inspector when the. final framing inspection is done. m
m.o
This summarizes my observations on the epoxy anchor bolts retrofit on the subject house. If you : o
have any questions or need more information regarding this matter,. please feel free to contact
mem z
• p -I
C Z
Statements, representations, or conclusions offered by the engineer who conducts the
inspection (the "inspector") and/or by RLK and Associates are based solely upon a visual
i examination of the exposed areas of the structure inspected. Areas of the structure which are o
j not exposed to the naked eye, or which are not readily accessible, cannot be inspected; and no s
statements, representations, or conclusions offered by the inspector are intended to relate to m M
these areas. Hidden defeCD
cts could have a significant impact on the visually based statements, o
representations, and conclusions made by the inspector.
Statements, representations, or conclusions offered by the inspector are based on his r
experience and best opinions, but these statements, representations, and conclusions do not
constitute an express or implied warranty of any kind. We do not imply that an item, not
mentioned is satisfactory or in working order. Neither the inspector, nor RLK and Associates, y
shall be liable for any mistake, error, or omission, whether arising in tort, negligence;' or contract, f. Z
nor forany loss, claim, expense, or damage caused by or arising out of his or its inspection of a
structure, nor will the inspector or RLK and Associates indemnify or hold others harmless for any z
loss, claim; expense, or damage arising out of his or its inspection of a structure. o
Very truly yours,
m
L
u� g
RobertL. Kle , M.S.C.E., P.E. 1` G ��
N
President
cc: Mr. Scott Medsker, S&M Contractors
�n�r
3 4 6789
JTLPLA
e
1 o s 1ss
2
3 1 U 1
1 , 4 s.na 3
4
1-r1
5 6 7 8
°-°01010 BAKER ENGINEERS, INC., P.S.
0oiiooio STRUCTURAL DESIGN
0001001
r
CITY OF EDMONDS
DEVELOPMENT SERVICES DEPARTMENT
121 5th Avenue North, Edmonds, WA 98020
(425) 7714220
ORDER TO COK%JM"ECT VIOLATION
. Z -
Location of Violation (Address and Tax Account Parcel No): 816 Walnut Street, Edmonds, WA
98020 Tax Account Parcel No. 00434207300300 m
=m -n
Issued To: Loan Network LLC, Jason Valdez, Agent o m f..
co
rn
Address Of Person This Order Is Issued To: 1633 Bellevue Avenue Suite A, Seattle; WA 98122 00 c
and also to 5250 Jung Frau Place NW Issaquah WA 98027 M
mz
Code Section Violated: Edmonds Community Development Code Chapter 23:50 (Critical Areas —
j Wetlands specifically ECDC 23 50 040 F 3)ca
mn
of Violation: Failure to adhere to Wetland Buffer Enhancement Plan per Critical -Areas rn m_
Description
determination #2005-076. O O �
nm.
C v,
Corrective Action Requireds Remove existini► lawn, rocks, and bark located within the wetland buffer, r
which is not in compliance with the Buffer Enhancement Plan and install wetland plants as shown on . X:
the approved plan Please contact Gina Coccia in the Planning Division at 425.771.0220, ext. 1778 if
you have any questions z`
S.00um (time) November 15.2006 (date)
Correction is Required no later than: z0
0 ..
M
If correction is not made by . the date and time specified in the Order, a Notice of
Civil Violation shall be issued. The Notice of Civil Violation shall assess fines of
$100.00 per day, or portion.of a day, during which the violation continues.
Date Posted: November 1, 2006 Date Mailed: November 1, 2006 Date Served
g Party Robert ave 'Title Planning Mani ger
Issuin^-
Signature
CITY OF EDMOND S
DEVELOPMENT SERVICES DEPARTMENT
121 5th Avenue North, Edmonds, WA 98020
(425) 7710220
NOTICE
OF CIVIL VIOLATION
Location of Violation (Address and Tax Account Parcel No): 816 Walnut Street, Edmonds, WA
98020 Tax Account Parcel No. 00434207300300
z
Issued To: Loan Network LLC Jason Valdez Agent n
Address Of Person This Order Is Issued To: 1633 Bellevue Avenue Suite A. Seattle, WA 98122 &
p9
5250 Jung Frau Place NW Issaguah WA 98027 c m '
C
�0
Code Section Violated: Edmonds Community Development Code Chapter 23.50 (Critical Areas — e
Wetlands specifically ECDC 23 50 040 F 3) m z
yz
Description of Violation: Failure to adhere to Wetland Buffer Enhancement Plan per Critical Areas
determination #2005-076::
Corrective Action Required: Remove existing lawn rocks and bark located within the wetland buffer, my co
which isnot in compliance with the Buffer Enhancement Plan and install wetland plants as shown on the n rn
gp p oved plan - 0)
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Be advised, the person(s) to'whom this Notice is issued is being assessed $100.00 per day, or portion L M
of. a day, during which the violation continues. The imposed monetary penalties are immediately I _
due and payable to the City of Edmonds at 121 5th Avenue North, Edmonds, WA 98020 during Z I
normal City business hours. Fines shall continue to accrue at the rate of $100.00 per day until this _
matter is resolved to the satisfaction of the City. Cn
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Further, if correction is not made by 5:00pm (time) December 4, 2006 (date) an abatement notice may,
be issued warning of impending City abatement of the violation. Any and all costs, including incidental m
costs, will be added to the monetary penalties assessed against the person(s) to whom the Notice is issued.
Note, this decision is appealable to the City of Edmonds Hearing Examiner by filing a complete
appeal application including written notice of appeal with the .Development Services Director no
later than December 4, 2006 at 5:00 p.m. The appeal filing fee is $605.00.
Date Posted: November 16, 2006 Date Mailed: L November. 16, 2006
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Issuing Party: Robert Chave Title: Planning Manager
Signature:
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GARY HAAKENSON
CITY OF EDMONDS MAYOR 14
121 5TH AVENUE NORTH • EDMONDS, WA 98020 (425) 771.0220 • FAX (425) 771-0221
Website: www.d.edmonds.wa.us
DEVELOPMENT SERVICES DEPARTMENT
j p Planning • Building • Engineering
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December 11, 2006 z
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Jason Valdez; Agent
Loan Network, LLC
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1633 Bellevue Avenue, Suite A
Seattle, Washington 98122� rn v p t:
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RE: 816 Walnut Street, Edmonds, Building Permit 42005-0880 O
Notice of Civil Violation dated November 16, 2006 e Z r
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Dear Mr. Valdez:
The City acluiowledges. that you received inspection approval on the Buffer Enhancement
installation on December 7; 2006 at the referenced project. The purpose of this letter is to inform M r.
you that Notice of Civil Violation.fines are hereby stopped as of that date and accrunu/ated fines v
in the atnount o $2,200-00 are immediafel due and payable to the Ci �. c
Failure to remit full fines in the amount of $2,200.00 by January 8, 2007 shall result in this r
matter being turned over to the City's collection agency for the recouping of fines, And,
pursuant to State RCW. Law, the collection company, collects fines at a rate of 150% of the .
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amount owed. Furthermore, once an account is turned over to collections the City has no ability ;
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to adjust the fine amount owed.
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If you have any questions please feel free to contact me at 425-77.1-0220 extension 1226 during Z ,
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City business hours of 9:00am to noon and 1:00pm to 4:00pm, Monday through Friday. O
Lastl be advised, this project is not complete until you receive an Engineering Division M
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approval. ion notice dated 12/5/06 (attached) we strongly
In response to City Engineering correct
urge you to resolve all outstanding items with Engineering before a separate code enforcement
process is enacted by this division as well.
Sincerely,
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Jeannine L. Graf
Building Official
• Incorporated August 11, 1890 •
Sister City - Hekinan, Japan l
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RECORD OF INSPECTIONS
INSPECTOR DATE APPROVED ^
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SETBACKS ...::................ NA
FOUNDATION:
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Footing .. ... ' ' /ezrl
wade
Wall ...... —
Pier/Porch ................
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Retaining Wall ........... n
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Slab Insulation
PLUMBING:
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jUnderground C m
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Rough -in O n
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Commercial Final ...... _.
Im
HEATING:
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\_ _, .✓ Gas Test -
reffe
Oil
"'•'=. ` Z� Gas Piping ......
feel. o feen
w IS Equipment I
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Commercial Final ....... _ E
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M.�,_ a
EXTERIOR SHEATHING �A n C �� �
V��.l 0 r
NAILING ... r n
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FRAMING ..
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FIRST FLOOR FRAMING...
' INSULATION �
�Q Floor Insulation ......... D
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IN Wall Insulation =
. \ b Ceiling Insulation ....... Z i
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SHEETROCK NAILING 0
SPECIAL INSPECTION
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MISCELLANEOUS ..........
FINAL APPROVAL FOR
OCCUPANCYLoll
...:..............
side sew"
11mut Paid S
LSsu ices �Q cc�'1
DateD1`1-1 O5
Inc
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*eterMeterSx -
d iteoetpt _._._.... ?�� ` IGT nfi = I` l,k, �- �, ETA �l�
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to �sLed � 31 � �PQ N� Vfleffel� � 1
how
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