1563 9TH AVE N.PDFIIIIIIIIIIII
9858
1563 9TH AVE N
ADDRESS:
TAX ACCOUNT/PARCEL
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICAL AREAS:- 2V)q —D 156f DETERMINATION: ❑ Conditional Waiver ❑ Study Required 4 Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED
PERMITS (OTHER): �01 0
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
SHORT PLAT FILE:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMITS) #:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
FOR.
WATER
OTHER:
LOT:
LID #:—A1)
BLOCK:
LATEMNDST'sTorms\Street File Checklist.doc
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
i STREET FILE
Name: (�S-� -- ---- ---
-Date:— -=L a--
Site Address: f J PJEZ713(.3003co]
PIN Check —� O E 6
Project Description:
Reduced Site Plan Provided: NO)
rrZoning:
Map Page: , �_
Corner Lot: (YES /9 — Flag Lot: (YES NO
Critical Areas Determination /#: ' S
❑ Study Required
Waiver
SEPA Determination:
Exempt 0 0�' q00 r7�-. �;V
❑ Needed (for over 500 cubic yards of grading)
❑ Fee ❑ Checklist ❑ APO List with notarized form
Required Setbacks
Stet: 2 ij
S �
Sr-5 f
(D ���
Rear
Z,-
_ _
Actual Setbacks ace ef 5' Ca l
Street: 1
Side: Z
Side:
I (
Rear:
—
❑ Detached Structures:
❑ Rockeries:
❑ Fences/Trellises:
❑ Bay Windows/Projecting Modulation:
❑ Stairs/Deck:
_
Buildin Hei ht
Datum Point:
Datum Elevation
r
Maximum Height Allowed: Z ��`g 1
Actual Height: 2 H . 6 1
Other
Parking Required:
Parking Provided: Z-�-
Lot Area: 30, b s (
Maximum Lot Coverage: 35% Proposed: V-7 .
j!
Lot Coverage Calculations:DUd� `h U.rr✓he — SZ Ste%
ADU Created: (YES
Subdivision: -
Legal Nonconforming Land Use Determination Issued: (YES / O
Comments
f�= 6se6
/3 66 = 2-7S i ( Iq -m- 7 8 &V5
c-Crtc2la.=71-ssr
Plan Review By: Z 6( ( O
Planning Data Forth 09-11-06.doc
`nc. i 89V
ivo - 00 Ko
4,/59
GARY HAAKENSON
MAYOR
CITY OF EDMONDS
121 5"' AVENUE NORTH • EDMONDS, WA 98020 •.425.771.0220 • FAX 425,771.0221
Website: www.ci.edmondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Planning • Building • Engineering
January4, 2005 RECEIVED
FEB 0 3 2010
Mr. Steven Caruso F.ILE
BUCITDYN OFDEPEDMONDS RTMENT
P.O. Box 519 EET
Edmonds, WA 98020
Subject: Determination regarding Critical Areas Checklist: 2004-0159 /61460
Dear Applicant:
Enclosed please find a copy of the Critical Areas Checklist you submitted.
The 'DETERMINATION" reached by the City is located on the reverse side of the form (bottom of
page).
IT IS VERY IMPORTANT FOR YOU TO RETAIN A COPY OF THIS CRITICAL AREAS
"DETERMINATION" FOR YOUR RECORDS.
Please examine this Determination for additional requirements. You may need to submit
additional information such as an Environmental Checklist or Critical Areas Study.
The Determination for the Critical Areas Checklist you submitted is a site -specific determination,
not a project -specific determination.
Permit applications include the following:
Building Permits
Conditional Use Permits
Subdivisions
Variances
Applications to the ADB" Land Use Applications
Any other development permit applications.
"Architectural Design Board
Enc.
Thank you,
Planning Secretary
• Incorporated August I1,18.90 •
Sister City - Hckuian, Japtui
020
City of fdm.onds
Development Services Department
Planning Division
Phone: 425.771.0220
Fax: 425.771.0221
YG. is7
The Critical Areas Checklist contained on this form is to
be filled out by any person preparing a Development
Permit Application for the City of Edmonds prior to
his/her submittal of the application to the City.
The purpose of the Checklist is to- enable City staff to
determine whether any potential Critical Areas are, or
may be, present on the subject property. The 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).
Date Received: D
OX
City Receipt #:
Critical Areas File #:-O —0 %sg
Critical Areas Cheddist Fee: 1 5.00
Date Mailed to ADDlicant: / y o.2po,5
A property owner, or his/her authorized representative,
must fill out the checklist, sign and date it, and submit it
to the City. The City will review the checklist, make a
precursory site visit, and make a determination of the
subsequent steps necessary to complete a development
permit application.
Please submit a vicinity map, along with the signed copy
of this form to assist City staff in finding and locating the
specific piece of property described on this form. In
addition, the applicant shall include other pertinent
information (e.g. site plan, topography map, etc.) or
studies in conjunction with this Checklist to assistant staff
in completing their preliminary assessment of the site.
The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees
to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable
attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or
incomplete information fiunished by the applicant, his/her/its agents or employees.
By my signature, I certify that the informaUqi and exhibits herewith submitted are true and correct to the best of my
knowledge and that I am authorized to file s licatio the behalf of the owner as listed
below.
SIGNATURE of APPLICANT/AGENT DATE
Property Owner's Authoriz
By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application,
and grant my permission for the ublic officials and the staff of the City of Edmonds to enter the subject property for the
purposes of inspection and pos ' ttendant s application.
SIGNATURE OF OWNER DATE �—
Owner/Applicant: Applicant Representative:
�✓i�v� C�cc.�o
Name . p. E50>4 Name
I56E�--91,7 AVIE, No.
Street Address Street Address
F-bft/ib wA �g
City State Ge, (, Zip City State Zip.
Telephone: *Z5'Z74— 4{ o Telephone:
Email address (optional): 5V442U-S0L9C04e0d,WfiEmail Address (optional):
y
020 0 �,(s9
Critical Areas Checklist CA File No: `4
Site Information (soils/topography/hydrology/vegetation) ` —vl 0V b33
1. Site Address/Location: Aya: -
2. Property Tax Account Number: �70 3CV00 �Jc� 2 Z�
3. Approximate Site Size (acres or square feet): Z
4. Is this site currently developed?>� yes; no.
If yes; how is site developed? 1 �'
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 standin water: ; Approx. Depth:
What season(s) of the year? N /fit'
8. Site is in the floodway floodplain of a water course.
9. Site con a creek or an area where water flows across the grounds surface? Flows are year-round?
N Flows are seasonal? (What time of year? ).
10. Site is primarily: forested ; meadow ;shrubs ; mixed ;
urban ped (lawn, shrubs etc) -�4 X+
11. Obvious wetland is present on site:
For City Staff Use Only
1. Plan Check Number, if applicable?
2. Site is Zoned? F-S ` J 2--
3. SCS mapped soil type(s)? I
4. Critical Areas inventory or C.A. map indicates Critical Area on site?
5. Site within designated earth subsidence landslide hazard area? N10 �r r» 2_ A bt .
...+r Q � . ew_ �_2 'St'O r1(}+ �.��i�.1.ta�"c...i',''+�C'�i�•
DETERMINATION
STUDY REQUIRED -T?! WAIVER
Reviewed bv;��i-f-. - (?.r . _ -r3--. �, c - o o n,�o. l
Critical Areas Checklist/3.25.2004
.. C. 1.b7.' ,
City OPEdmonds
Development Services Department
Planning Division
Phone: 425.771.0220 .
Fax: 425.771.0221
The Critical Areas Checklist contained on this form is to
be filled out by any person preparing a Development
Permit Application for the City of Edmonds prior to
his/her submittal of the application to the City.
The purpose of the Checklist is. to enable City staff to
determine whether any potential Critical Areas are, or
may be, present on the subject property. The 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).
Date (Received: /v
City Receipt;#:
Critical Areas File M 6 G
Critical Areas Checklist Fee: 135.00
Date (Hailed to Applicant: o
A property owner, or his/her authorized representative,
must fill out the checklist, sign and date it, and submit it
to the City. The City will review the checklist, make a
precursory site visit, and make a determination of the
subsequent steps necessary to complete a development
permit application.
Please submit a vicinity map, along with the signed copy
of this form to assist City staff in finding and locating the
specific piece of property described on this form. In
addition, . the . applicant shall include other pertinent
information (e.g. site plan, topography map, etc.) or
studies in conjunction with this Checklist to assistant staff
in completing their preliminary assessment of the site.
The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application. agrees
to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable
attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or
incomplete information furnished by the applicant, his/her/its agents or employees.
By my signature, I certify that the infoorrp4tion and exhibits herewith submitted are true and correct to the best of my
knowledge and that I am authorized to.fil ' applica ' non the behalf of the owner as listed below.
SIGNATURE OF APPLICANT/AGENT DATE I (�
Property Owner's Authorizadon
By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application,
and grant my permission for the p1116lic officials and the staff of the City of Edmonds to enter the subject property for the
purposes of inspection and postin a dant to pplication.
SIGNATURE OF OWNER DATE
Owner/Applicant: Applicant Representative:
Name Name
9V Ave - �o
Street Address Street Address
�d -ohs W4 - b
City Late Zip City State Zip
Telephone: 425'77Q 20(0- 406 464? Telephone:_
Email address (optional): `���O�G°0/'✓iC�dfo� mail Addrerss (optional):
Critical Areas Checklist.doc/4.22.2003
Critical Areas Checklist
CA File No: OL{ —l(o0
Site Information (soils/topography/hydrology/vegetation)
1. Site Address/Location: �J' c ! A _ a
2. Property Tax Account Number: ?-70 J 1302 3 er2 ?-00 13
3. Approximate Site Size (acres or square feet):
4. Is this site currently.developed? _ yes;
If yes; how is site developed?
v
00
(563
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 year?
8. Site is in the floodway �% floodplain of a watercourse.
R. Site contains meek or an area where water flows across the grounds surface? Flows are year-round?
j Flows are seasonal? (What time of year? ).
10. Site is primarily: forested. . ;meadow ;shrubs ; mixed
urban landscaped (lawnshnilx etcl
11. Obvious wetland is present on site:
For City Staff Use Only
1. Plan Check Number, if applicable?
2. Site is Zoned? tZ-3- i- n-
3. SCS mapped soil type(s)?Q i i f i �', k p �} 4r
4. Critical Areas inventory or C.A. map indicates Critical Area on site? tA0
5. Site within designated earth subsidence landslide
(r hazard area? ^ W Q+ r�n/a �z r� ba . a-
+r' YYYIfL.GLr ....a 4 IL Lnoc 4-i 0",
DETERMINATION
STUDY REQUIRED /N1 WAIVER
Reviewed bv: 45�4,. _ n > . _ _ram _ _ natp• I %r�1
Critical Areas Checklist.doc/4.22.2003
APPLICATION
for
The City of Edmonds SIDE SEWER PERMIT EASEMENT No. ..........................................
NEW CONSTRUCTION REPAIRS
"—<-(
OWNER .. f1 p-------- .................. CONTRACTOR ... e ....`-' .A .......... ........... PERMIT N
ADDRESS .. .... ...7..... ....... ............. ......... ... LEGAL DESCRIPTION: LOT No . ............................................. BLOCK No . ........... ...............................
NAME OF ADDITION ......... .........
.................................................................................
s
E
i
Approved:
DATE ...... ..2.. ... BY
It
- CITY OF EDMONDS
CIVIC CENTER — WATER -SEWER DEPARTMENT Call PRospect 6-1107 when work
Is ready for Inspection. (No lnspeo- IL 1y3
-
Si ®E SEWER PERMIT bona Saturday, Sunday or holiday66//
s.) rO
b�J,� ,
19220 -
�' GJ� s�
/00
ADDRESS............................ ......... .........
OWNER .................. Ou .............. ................ CONTRACTOR........ We.Ste_rn...S.eY7£X'........
Permission is granted .............. February --- 2.1., 19,62.., for ........................ days to REPAIR or CONNECT a side sewer
with City Servers in accordance with application on file and governing ordinances.
ATTENTION IS CALLED TO THE FOLLOWING:
NOTE No. 1—The owners of the property may obtain a permit to construct sewer inside property line. A licensed Side Sewer Contractor must
be employed to construct side sewer in street area. Do not cover any portion of sewer before it has been inspected.
N' No. 2—Obtain full information regarding Ordinance 11.10.030 and Regulations governing side sewers when you get permit.
No. 3—Top of side sewer must have at least 30 inches coverage at property line and 12 Inches Inside property line; minimum grade of 2%.
No bends in grade sharper than % will be permitted.
NOTE No. 4—Trenches in street must be water settled and. surface of street restored to original condition. Contractors shall be responsible for
failure due to improper work which may develop within one year of completion. -
NOTE No. 5—It is unlawful to alter or do any other work than Is provided for in the permit, or to do any work on the main sewer or Its appur-
tenances except to insert the pipe into the wye.
4. ' DESCRIPTION OF THE REAL ESTATE WITH RESPECT TO WHICH THIS POLICY 'IS ISSUED
All that portion cf C'ove:� Ez�„__ �.
on Lot �,, Sec- jon 13, :I'ownl�ip 27 IV'o-rt��., Range 3
follows: lows: Beg--aning at a poi -Lit of the West li ie (gf
arlesaS-�.reat Soa'� 1� 0 47 ' 50 East 100 feet f:�Or: tT.e North line of said
'�%GOver-i"2i11t.nt Lo,tL Z,. - s , i
o�" said Charles �le�, w_ erica cOntinuirig�South 0°4;7'"•50"" �E�ast along the West line
street, 77.0 Feet • thence North 74°20 `54"" W -"- 109.05 feet
thence Sout:' 19° 24 ° 05"" West 58.00 9 feet • thence_ i\o-rtl,_ 64.
thence Ivor th LG •` ' f /� ®V `)G-" West. 223 . 90;
00 East 87.08 feet; thence South 76°30° o point of beginning.; East -) GO set
�ulasl�zngta:�, g �.9 situate in the Coun— or Snohomish, State of
AT: 1563 9th Avi
i
DEPARTMENT OF BUILDINGS
PER INTERNATIONAL BUILDING CODEtSECTION 111
_.. Building Permit #: BLD20100086
Occupancy established by this certificate:` R3 as Dwelling Units: 1
No. Stories: 1 Basement: No,r;' Type of Construction: VB
.�o.•`�: E,.
Owner of building: Steven &Janet Caruso
The Single Family Residence at 1563 9th AveWt
N
of the 2006 edition of the International Residential Code
the proposed occupancy is classified.
and approved complying with the requirements
ldopted�by th'd'-City�for the group and division of occupancy and the use for which
Issued this 15th day of July, 2011
Chief Building Official
STREET FLE
By: L4!
Any change of occupancy or use requires a building permit a anew Certificate of Occupancy issued by the City of Edmonds Building Official.
��. `�•� . �� ••. II��INIHIII�illlllll��l�llt��llll�ll�l�lll�l�llllll11
am
mail to
Howard Droker Y1
1 COS King Street, Suite 400
..wattle, WA 98104
No EXCISE TAX
REQUIRED
tOCT 15 2007
Mpg gANiiNI. Snohomish Count u
By 8 pANTINI
EASEMENT FOR
INGRESS, EGRESS, AND UTILITIES
Grantor. Steven Caruso, husband and wife
Grantee: Michael DeP6nkvB"n'*d-6 - 6dace DeDonker, husband and wife
-13WX
PNWT
Abbreviated Legal Descriptiom.
PARCEL A,
Portion of Government Lot 4, $'e-c`tion 13, T 2,7-A',**R"6%E, W M, records of Snohomish County,
Washington
Full legal description is attached as Ekbibit A`
PARCEL B:
Portion of Government Lot 4, Section 13, T 27A, Fo-F',*'�, W-:M records of Snohomish County,
Washington . .... ..
.. ....... .. ..
....... *...:..*
Full legal description is attached as Exhibit B ....".. ....
EASEMENT -
Portion of Government Lot 4, Section 13, T 27 N, R 3 E,**WjM" rer.ord s
..of.,Snohomish County,
Washington
Full legal description is attached as Exhibit C
Tax Parcel Numbers:
PARCEL A, 27031300300300
PARCEL B. 27031300300200
EASEMENT
Steven G Caruso and Janet P Caruso, husband and wife ("Caruso) are the vested owners of Parcel
A. arxA lichael DeDonker and Candace DeDonker, husband and wife, ("DeDonker") are the vested owners
' of Pateel B For the consideration of Caruso's sale and DeDonker's purchase of Parcel B. the parties agree
as'ioNows
V.
1 Caruso grarlts.tp DeDonker an easement for ingress, egress and utilities over the properly legally
ices taect fn Extti0it C Caruso reserves the right of unrestricted use of the portion of the road on
Wcef A for the.porpose of maintaining Parcel A
2 Carvsb reserves the right to relocate the easement, at their own expense, should they acquire tax
�032130E 5WAOQ or receive permission for an easement from the owners of that tax parcel,
patcel 27
whigh-oropertyt•eojoli 6 Parcel A on the southeast
3 Deba3n er-sl all pay all costs and expenses of installation and connection of all utilities All utilities
shall be placed'u* nde'rg'round in conduits approved by the requisite government regulatory agencies
4 DeDonker�sLialltpromdd aMssi rmidratgagaistub"r-, which would provide for the connection point
for a house to be. built in•thb fptutV on. Parcel A Caruso agrees to reimburse DeDonker for the cost
of extending lire storm seyarcr connection to the east boundary of Parcel B
5 DeDonker shall provide as.ri sayriifaryAsewer&stubiwhich would provide for the connection point for
a house to be built in ihe.future bin-Paitel A Caruso agrees to reimburse DeDonker for the cost of
extending the sanitary•:�seweir cbrariectibn to.ihe east boundary of Parcel B Caruso shall have
unrestricted access to r'epaij tha1is
e sanitary sewer stub and connection to the City of Edmonds sewer
line within the sanitarySews i easettijeni arespecified in the "Partial Topography Survey for
Michael and Candace DeD'ankeiO dafed Sppfember 7, 2007, attached as Exhibit D, located on Parcel
B. with no obligation to restorb or'recops(ruct any disturb.ance of paving or landscaping on Parcel B "
6 D -ooWer'°rshallroonstruct at theirsole costathe easement ripa"dlfor„m rid` ss The road
bed material shal! be asphalt, conrxete or.concrete payers; unless agreed tom writing by Caruso
The road bed athis easement
0619e7 ol Pfovide�a drarriag_e� y�stem for�the mad for coilectio'ri of waierrunoff that complies
with all regulations and requirements of the requisrt .gtivemment agencies DeDonker shall make
all necessary and reasonable efforts to ensure that'watern�noff.from the easement road does not
damage Parcel A
8 Maintenance of the easement road and landscaping shall.lqi*.ihe s6116•{esponsibility of DeDonker
until such time as a house is built on Parcel A DeD6nker.6hall.maintairt the road in good
condition and promptly repair and/or replace any damag6d or•badly`wof`n sections as necessary
If and when a house is built on Parcel A, the owners of Rarc&ls.A arfd8 shall share in the cost of
road and landscape maintenance based on the portion of the road used'by each party
9 This shall be an easement appurtenant, running with the land, fpi the.benefcCof Qaruso and
DeDonker The nghts and obligations of the parties shall inure to the -benefit of•and be binding
upon their respective successors and assigns
[signatures on page 3 below]
EASEMENT `•. Pie' of•' •~
•
t
:• t
DATED October, 2007
G!
r . t en G 'Caruso Janet P Caruso
��. �►-mks-�-.
`, IVkhael'De )onker Candace DeDonker
STATE OF WASHINGT614"' -• .•)•
)..SS
COUNTY OF KING -''j
hereby certify that Steven G C2tru6o.aiid Janet P•-t✓aruso signed this instrument before me and
acknowledged it to be their free arid;•voluplary.act for.the uses and purposes mentioned in this instrument
Dateds,P,pok 10, 2007
a
", V WC, Howard A' Droker €
t p Notary Publie'in and'fior the State of
`�`20', �ti Washi ton'residing at• -Seattle
op wwo My appokttment expf es -December 29, 2010
STATE OF WASHINGTON )€
SS _
COUNTY OF KING )
I hereby certify that Michael DeDonker and Candace DeDonker eigried.this-#)&ry. went before me and
acknowledged it to be their free and voluntary act for the uses aM. purposes mentioned in this instrument
Dated October 10, 2007 d `
Howard A Droker
Notary Public in and for the State of,'•''-
? Washington residing at Seattle
.'...� My appointment expires December 29, ?010,, '
`. Au8L.1G • a ..
5. ,4P`20'1PaA,a
or wasH%'
EASEMENT
,
',.......:....• EXHIBIT A
I
Legal Description
•,44
ALL THAT PORTION OF GOVERNMENT,LOT 4. SECTION 13, TOWNSHIP 27 NORTH. RANGE 3 EAST,
W M DESCRIBED AS FOLLOWS'
COMMENCING AT A POINT ON THEW! Zu � LAVE OG•CAARLES AVENUE (STREET).
-CHENCE SOUTH 00047'50" EAST --A DISTANCE OF'100 00:FEET FROM THE NORTH LINE OF SAID
GOVERNMENT LOT 4, TO THE TRIPE PQiNTOF BEGINNING,
I HENCE CONTINUING SOUTH 00°47'10.".•1 AST, -ALONG THE WEST LINE OF CHARLES AVENUE
(STREET), A DISTANCE OF 77 00 FEET, _
TIIENC6 NORTH 76048'11" WEST, A DISTANCE OF 1292•t'F'EET, "..
THENCE SOUL H 20023' 15" WEST, A DISTANCE OF53'63 FEET, MORE OR LESS, TO THE NORTHERLY
LINE OF THE PLAT OF SOMERSET, ACCORDIN6•TO T}IE PLAT THEREOF, RECORDED IN VOLUMF 34
OI- PLATS PAGES 69 AND 70, RECORDS OF *OHQ,MISH COUNTY, WASHING rON.
TI IENCE NORTH 64020'35" WEST, ALONG THENORTH-CINE OF'SAID PLAT PER BOUNDARY LINE
ADJUSTMENT RECORDED IN VOLUME 304 OF DEEDS. Phi• .5;-ANj) RECORDED UNDER AUDITOR'S
F ILE NUMBER 2086025, RECORDS OF SNOHOMISH CCi(Jf�ITi', WAMINGTON, A DISTANCE OF 203 82
FEET,
T14ENCE NORTH 24000'00" EAST, A DISTANCE OF 87 08;FEBT, .
I HENCE SOUTH 76030*00" EAST, A DISTANCE OF 300 00•FWf, MORP-OR•LESS, TO THE POINT OF
BEGINNING •••••
ALSO KNOWN AS PARCEL A BOUNDARY LINE ADJUSTMENT 9310180*.• ..
$IT UAl E IN THE COUNTY OF SNOHOMISH, STATE OF WASHINriTOAI••''
, ti.
Exhibit C
ingress, Egress and Utility Easement
That, portign of Government Lot 4 in Section 13, Township 27 North, Range 3 East, W M , in
66h6nish County, Washington, described as follows
Beginnyrg at,a•peint bn the west line of a Avenue N (Charles Avenue), S 0°12'00" E, a
disstance ¢f'100 00 fmt*om the northeast comer of said Government Lot 4,
therice cQntinu{r�q :S, f3p12`QO" E, along the west line of a Avenue N (Charles Avenue), a
distance of:61' 54,feet tq,thg: True Point of Beginning,
thence 6ontinuing S.00.'2 O" E, a distance of 15.46 feet,
thence N Pr12' I V1l•' •a bAtance of 129 21 feet to the point of curvature of a curve to the left
having a radiu "of.3D O. , et,
thence southwediedy; along•�the arc of said curve, and consuming a central angle of 63055'47%
an arc distance •of 3347 feet:to the point of reverse curvature,
thence southweste�y, along•.'the`arc a. f4. curve having a radius of 45 00 feet and consuming a
central angle of 75046'19'- an ai rc-distarSce of 59 51 feet to the point of tangency on the north
line of the plat of Fneraet; kcording to the plat thereof recorded in Volume 34 of Plats,
pages 69 and 70, records •Of SPofiot IM!r,ounty, Washington,
thence N 64"21'49' W, along paid-nodh like, a distance of 132 58 feet,
thence N 24'42'09" E, a distince•of 15`00:eetR.• .
thence S 64021'49" E, a diskn&of 132:8�46et to the point of curvature of a curve to the left
having a radius of 30 00 feet,
thence northeasterly, along the arc of said-eurve and consuming a central angle of 75046'19",
an arc distance of 39 67 feet to tha••pgm of reverse cur wre,
thence northeasterly, along the arc of a curve having.a radius of 45 00 feet and consuming a
central angle of 63°55'47", an arc distance of •50 21,%eh
thence S 76°12'21" E, a distance of 125:47 feefto.tfie w6st line of 9h Avenue N. (Charles
Avenue) and the True Point of Beginning
Author's Note All courses and distances 66**niaip6d m..this.:legal description refer to that
certain Plat of Survey recorded under Auditor's' Filtr N6mtser 200503075310, records of
Snohomish County, Washington
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;CITY#OF EDMONDS FILE
1 COMMUNITY SERVICEM TETT
RIGHT-OF-WAY CONSTRUCTION PERMIT
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A. • Owner: Washington Nabural Gas B. • Contractor:
Name
8054 -5 ti AV WE
Mailing Address
BP11P.N711P., WA aRnn7
City State Zip
Same
Name
Mailing Address
City
State License Number
State Zip
447-0700
Telephone Number
• Address or Vicinity of Consfrutiori I156; ..9 .AV Nr
Type of Work to be Done: �aIe � as sarlicp i nstA l l atiAn
Work in Connection With: r: a,'' .❑ SubXoi Plat ❑Single Family El City Projects
0 Commercial ❑ Multifamily IN'Utility
Pavement Cut: ❑ Y ❑ N
APPLICANT TO READ AND SIGN
INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds
harmless from any injuries, damages, or claims of any kind or description whatsoever, forseen or unforseen, that may
be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense
of any legal proceedings including defense costs, court costs, and attorney fees by reason of granting this permit.
;i
THE CONTRACTO, t IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE
YEAR FOLLOWIN :, THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK.
Funds held from the Security Depositf,(estimated restoration, fee) will be 'held until the final street patch is completed
by City forces, at which time a debit or/ credit will be processed for issuance to the applicant.
• A 24 hour notice is required for inspection; Please call Public Works: 771-3202
• Work is to be -inspected during progress and at completion.
• Restoration to be in accordance with City Code.
• Street to be,kept clean at all times.
• Traffic Control -'to be in accordance with City regulations..
•'All street -cut ditches must be patchedwith asphalt or City approved material prior to end of working day;
no exceptions:
I understand the abowndkhat this pert be Available at the job site for inspection purposes at all times.
r
Signature:. Date: 12 —13— 8 8
wner or Contractor
This Permit Must Be Posted at the Job Site. For Inspection Purposes
Call DIAL -DIG Prior To Beginning Work
ISSUED BY: J &� J "=
Time Authorized: Void after �O days.
Special Conditions:
Amendments:
PERMIT FEE: _ Y_5U `"
Security Deposit:
Receipt No.:
Fund III Fee:
Street Cut Dimensions:
X =
NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE
Eng. Div. July 1985
FIELD INSPECTION NO - S (Fund I11 - Route copy to Street Dept.)
Comments:
Diagram:
CONTRACTOR CALLED FOR INSPECTION ❑ YES ❑ NO
Partial Work Inspection by P. W.:
Work Disapproved By: Date:
FINAL APPROVAL BY: Date:
Eng. Div. July 1985
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Drainage Report
1
FOR
Steve Caruso Residence
1563 9thAve N
(a single-family house)
t
City File# BLD# 2010-0086
' February, 2010
Revised — March, 2010
Prepared for:
' Steve Caruso
P.O. Box 519
Edmonds, WA 98020
' Prepared By: Jerry O'Connell
' E R 8 1 R E E R 8 / 8 U RR V
- - _ M z
' Lovell-Sauerland & Associates, Inc.
19217 36th Avenue W. Suite 106
Lynnwood, Washington 98036
LSA FILE No: 4729
EXECUTIVE SUMMARY- DRAINAGE REPORT MARCH UPDATE
THIS MARCH REVISION HAS BEEN PREPARED TO ADDRESS THE CITY'S FIRST
REVIEW COMMENTS REGARDING THE VERIFICATION OF THE INFILTRATION
RATE. EARTH SOLUTIONS, N. W. PERFORMED FIELD TESTS AND RECOMMENDED
A LONG-TERM INFILTRATION RATE OF 6 INCHESIHOUR. THE CALCULATIONS
REFLECT THIS LOWER RATE WHICH REQUIRES A 2-FOOT WIDENING OF THE 50-
FOOT LONG TRENCH.
THE SOILS REPORT AND THE RECORDED PRIVATE DRAINAGE EASEMENT
ACROSS THE DEDONKER PROPERTYHAVE BEEN INCLUDED IN THIS UPDATE.
Drainage Report Caruso Residence
Lovell-Sauerland and Associates BLD# 2009-0086
LSA#4729 March, 2010
Section 1: Project Information
Project Name: Steve Caruso Residence
Project Site Address: 1563 9`h Avenue N
Edmonds, WA 98020
City File Number: BLD# 2010-0086
Project Engineer: Lovell-Sauerland & Associates, Inc.
19217 36th Avenue W.., Suite 106
Lynnwood, Washington 98036
Phone: (425) 775-1951
Project Applicant: Steve Caruso
P.O. Box 519
Edmonds, WA 98020
Phone: (206) 406-4647
Project Total Area: 0.704 Acres
Tax Account Number: 27031300300300
Number of Lots: 1—existing single family site
Soils Data: Everett- `A ' per Sheet #34 of SCS Soil Survey of Snohomish
County
Watershed Basin: Talbot Park; within City's feasible infiltration zone
Drainage Report Caruso Residence
Lovell-Sauerland and Associates BLD# 2009-0086
LSA#4729 March, 2010
Section 2: Existing Site Conditions:
The site is a roughly panhandle -shaped, 0.70-acre single family lot that is currently vacant, and
' covered with residential landscaping. The site will have access from 9`h Avenue via a private
driveway within a joint -use access and utility easement. The lot uniformly slopes about 13%
northwesterly toward Puget Sound. Site drainage is provided by an existing 8" storm drain at the
westerly end of the adjacent lot, which discharges into the drainage ditch that runs along the
easterly side of the Railroad tracks. From there, the runoff travels about 200' to the inlet of an
existing pipe that conveys water under the railroad tracks and directly into Puget Sound.
Section 3: Proposed Project:
The applicant proposes to obtain City permits to construct a new single-family residence. Since
the site is within the City's infiltration feasibility area, the applicant proposes to infiltrate
' developed runoff. The infiltration facility has been sized to handle the onsite impervious area
based on the long-term infiltration rate of 6 inches/hour recommended testing done by Earth
Solutions, N.W. as shown in their enclosed report. An emergency overflow is provided by a
' separate outfall line in a private drainage easement across the Dedonker site (enclosed in this
report) to a spreader trench which discharges to the existing pipe that drains to the Railroad ditch.
Access to 91h Avenue will be provided by the joint -use driveway constructed under the Dedonker
' Permit (BLD#2008-0024).
' Section 4: Upstream Analysis
There is no significant upstream runoff to the site. The thickened edge along the westerly side of
9`h avenue prevents street runoff from draining westerly onto the site.
Section 5: Downstream Analysis
' Downstream of the site, runoff discharges from the existing onsite 8" pvc pipe into the ditch on
the east side of the railroad tracks. From there, it travels about 200' northerly until it enters an
' existing culvert that goes under the tracks and discharges stormwater directly to Puget Sound, at
a point about 300' downstream from the site.
' Section 6: Drainage Methodology and Applicable Code
The site is within the Talbot Park watershed and the City's infiltration feasibility zone.
According to the soils maps, the site has Everett (type A) soils. It is proposed to infiltrate the
' entire 100-year storm. An emergency overflow pipe is proposed. The design infiltration rate of
6 inches/hour was used based on the Earth Solutions, N.W. report.
Section 7: Water Quality
' Water quality will be provided by infiltration into the existing soils.
Drainage Report Caruso Residence
Lovell-Sauerland and Associates BLD# 2009-0086
LSA#4729 March, 2010
Section 8: Temporary Construction Sediment & Erosion Control
During construction standard BMPs will be employed to control potential adverse impacts to
adjacent properties. These methods will include a temporary construction entrance, silt fencing,
existing catch basin protection, dust control, and temporary seeding of disturbed areas as
required. If required, a temporary sediment pond can be constructed to reduce runoff turbidity.
Section 9: Infiltration Calculations:
The infiltration facility was sized in compliance with the City's design standards using the
`Stormshed' computer program. The facility was designed to have capacity to infiltrate the 100-
year runoff from the onsite areas. See the enclosed calculations.
Drainage Report Caruso Residence
Lovell-Sauerland and Associates BLD# 2009-0086
LSA#4729 March, 2010
SECTION 10
Exhibits
Drainage Report Caruso Residence
Lovell-Sauerland and Associates BLD# 2009-0086
LSA#4729 March, 2010
6 in/hour design of infiltratrion trench
Running P:\LSA Engineering Docs\4700 thru 4799\4729\drainage\trench-rip Report.pgm on Friday, March
19, 2010
Summary Report of all RLPool Data
Project Precips
[2 yr] 1.50 in
[5 yr] 1.75 in
110 yr] 2.00 in
[25 yr] 2.20 in
[100 yr] 3.00 in
[Other] 1.00 in
BasinlD Peak Q Peak T Peak Vol Area Method Raintype Event
----- (cfs) (hrs) (ac-ft) ac /Loss
dev 0.1392 8.17 0.0627 0.56 SCS/SCS TYPEIA 100 yr
BASLIST [TYPEIA] AS [100 yr] DETAILED
[dev]
LSTEND
4729-calcs.docx
Drainage Area: dev
Hyd Method: SCS Unit Hyd
Loss Method: SCS CN Number
Peak Factor: 484.00
SCS Abs:
0.20
Storm Dur: 24.00 hrs
Intv:
10.00 min
Area
CN
TC
Pervious 0.3700 ac
68.00
0.37 hrs
Impervious 0.1900 ac
98.00
0.37 hrs
Total 0.5600 ac
Supporting Data:
Pervious CN Data:
grass >75% good condition
68.00
0.3700 ac
Impervious CN Data:
dwy, roof, conc.
98.00
0.1900 ac
Pervious TC Data:
Flow type: Description:
Length:
Slope: Coeff:
Travel Time
Sheet on lot to dwy
145.00 ft
4.00% 0.2400
21.26 min
Channel on dwy to 1st cb
40.00 ft
2.00% 42.0000
0.11 min
Channel in pipe
180.00 ft
1.00% 42.0000
0.71 min
Impervious TC Data:
Flow type: Description:
Length:
Slope: Coeff:
Travel Time
Fixed match Tc from pervious
0.00 ft
0.00% 22.0900
22.09 min
HYDLIST SUMMARY
[rdout100]
LSTEND
HydID Peak Q
Peak T
Peak Vol
Cont Area
------ (cfs)
(hrs)
(ac-ft)
(ac)
rdoutl00 0.05
2.00
0.0629
0.5600
Node ID: trench
Desc:
Manhole structure
Start El:
100.0000 ft
Max El:
104.0000 ft
Contrib Basin:
Contrib Hyd:
Length Width
Void Ratio
ZfO.'0000
ft 7.0000 ft
30.00
Bo m area on wi in filtration
oy
DISCHLIST
[infiltration]
LSTEND
Control Structure ID: infiltration - Infiltration control structure
Descrip: Multiple Orifice
Start El Max El Increment
100.0000 ft ft 0.10
Infil: 6.00 in/hr Multiplier: 1.00
I
4729-calcs.docx
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• TRENCH DIMENSIONS USED FOR DESIGNS NORTH LINE OF GOVERNMENT LOT ♦
` ACTUAL DOI DNS ! LOCATION SHALL
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SETBA0( BETIEEI BOTTOM OF TRENCH
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041/ FOOTING DRAIN MAY CONNECT 10 y
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OF CB/I AT QEA lldl t IMMWUM CATCH BASH INLET _ — — _ /j 3 ` 7. 7
J BELOMr BOTT011 OF FOOTYIO / PR07MIM (TYP.)
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% N EASEMENT =
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soeeozs pDENncAL To PLA11 � U N P L A T T E D I
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WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
WASHINGTON STATE UNIVERSITY AGRICULTURE RESEARCH CENTER
SOIL LEGEND
SYMBOL NAME
1
2
' 3
4
.5
6
7
8
' 9
10
11
12
13
' 14
15
16
47
18
Alderwood gravelly sandy loam, 2 to 8 percent slopes
Alderwood gravelly sandy loam, 8 to 15 percent slopes
Alderwood gravelly sandy loam, 15 to 25 percent slopes
Alderwood-Everett gravelly sandy loams, 25 to 70 percent slopes
Alderwood-Urban land complex, 2 to 8 percent slopes
Alderwood-Urban land complex, 8 to 15 percent slopes
Bellingham silty clay loam
Bellingham Variant mucky silty clay loam
Cathcart loam, 3 to 15 percent slopes
Cathcart loam, 15 to 25 percent slopes
Cathcart loam, 25 to 50 percent slopes
Cryohemists, nearly level
Custer fine sandy loam
Elwell silt loam, 3 to 30 percent slopes
Elwell-Olomount complex, 15 to 30 percent slopes
Elwell-Olomount-Rock outcrop complex, 30 to 60 percent slopes
Everett gravelly sandy loam, 0 to 8 percent slopes
Everett gravel) sangloam 8 to 15 percent slopes
19
Everett grave ly san oam, t 5 percent s opes
20
Fluvaquents, tidal
'
21
Getchell silt loam, 3 to 30 percent slopes
22
Getchell-Oso complex, 15 to 30 percent slopes
23
Getchell-Oso-Rock outcrop complex, 30 to 65 percent slopes
24
Greenwater loamy sand
25
Hartnit-Potchub-Rock outcrop complex, 65 to 90 percent slopes .
26
Indianola loamy sand, 15 to 25 percent slopes
27
Kitsap silt loam 0 to 8 percent slopes
28
Kitsap silt loam, 8 to 25 percent slopes
29
Kitsap silt loam, 25 to 50 percent slopes
30
Lynnwood loamy sand, 0 to 3 percent slopes
'
31
Lynnwood-Nargar complex, 65 to 90 percent slopes
32
McKenna gravelly silt loam, 0 to 8 percent slopes
33
Menzel silt loam, 0 to 3 percent slopes
34 '
Mukilteo muck
35
Nargar fine sandy loam, 0 to 15 percent slopes
'
36
Nargar fine sandy loam, 15 to 30 percent slopes
37
Nargar-Lynnwood complex, 30 to 65 percent slopes
38
Nargar Variant sandy loam, 3 to 30 percent slopes
39
Norma loam
40
Norma Variant loam
41
Ogarty-Tokul-Rock outcrop complex, 65 to 90 percent slopes
'
42
Olomount gravelly loam, 3 to 15 percent slopes
43
Olomount-Elwell-Rock outcrop complex, 65 to 90 percent slopes
44
Orcas peat
45
Oso gravelly loam, 3 to 15 percent slopes
46
Oso-Getchell-Rock outcrop complex, 65 to 90 percent slopes
'
47
Pastik silt loam, 0 to 8 percent slopes
48
Pastik silt loam, 8 to 25 percent slopes
49
Pastik silt loam, 25 to 50 percent slopes
50
Pilchuck loamy sand
51
Pits
'
52
Potchub silt loam, 3 to 30 percent slopes
53
Potchub-Hartnit complex, 15 to 30 percent slopes
54
Potchub-Hartnit-Rock outcrop complex, 30 to 65 percent slopes
55
Puget silty clay loam
56
Puyallup fine sandy loam
'
57
Ragnar fine sandy loam, 0 to 8 percent slopes
58
Ragnar fine sandy loam, 8 to 15 percent slopes
59
Riverwash
60
Rober silt loam, 0 to 15 percent slopes
61
Rober silt loam, 15 to 30 percent slopes
62
Rober silt loam, 30 to 65 percent slopes
63
I
Skykomish gravelly loam, 0 to 30 percent slopes
64
Snohomish silt loam
65
Sulsavar gravelly loam, 0 to 8 percent slopes
66
Sultan silt loam
67
Sultan Variant silt loam
68
Sumas silt loam
69
Terric Medisaprists, nearly level
70
Tokul silt loam, 2 to 8 percent slopes
71
Tokul silt loam, 8 to 15 percent slopes
72
Tokul gravelly loam, 0 to 8 percent slopes
' 73
Tokul gravelly loam, 8 to 15 percent slopes
74
Tokul gravelly loam, 15 to 25 percent slopes
75
Tokul-Ogarty-Rock outcrop complex, 0 to 25 percent slopes
76
Tokul-Ogarty-Rock outcrop complex, 25 to 65 percent slopes
77
Tokul-Winston gravelly loams, 25 to 65 percent slopes
78
Urbanland
'
79
Verlot mucky silt loam, 3 to 25 percent slopes
8O
Winston gravelly loam, 0 to 3 percent slopes
81
Winston gravelly loam, 3 to 30 percent slopes
82
Xerorthents, nearly level
STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN
Table M-1.6 Hydrologic Soil Groups foa Soils in the Puget Sound Basin
Soil Type
Hydrologic Soil
Group
Soil Type
Hydrologic Soil
Group
Agnew
C
Coster
C
AM
B
Custer
ND
Aits
C
Dabob
ND
Alderwood
C
Delphi
D
Amats, Alderwood
B
Dick
ND
Argots, Everett
B
Dimal
D
Ashoe
B
Dupont
D
BaWhill
B
Eatlmoat
C
Berneatoo
C
Edgewick
C
Baumgard
B
Eld
B
Beausite
B
Elwell
B
Belfast
C
Esquatzel
B
Bellingham
D
Everett
A
Bellingham variant
D
Everson
Boistfort
B
Galvin
D
Bow
D
Getchell
A
Briscot
D
Giles
B
Buckley
C
Godfrey
D
Bunker
B
Greenwater
A
Cagey
C
Grove
C
Carisborg
ND
Harstine
C
Cagey
ND
Hartnit
ND
Cassolary
C
Hob
ND
Cathcart
B
Hoko
ND
Centralia
B
Hood"
ND
Chehalis
B
Hoogdal
C
Cheeaw
A
Hoypus
ND
Cinebar
B
Huel
ND
CWLtm
C
Indianola
ND
Clayton
B
Jonas
B
CoeMal beach"
variable
Jump"
ND
Kapowsin
CID
Kalaloeb
C
KawL
C
Rama
D
Kikhis
C
Republic
B
Kitsap
C
Riverwash
variable
Klaus
ND
Rober
C
Klono
ND
Saw
C
Law
C
Salkum
B
Lebam
B
Samtnamish
D
Lummi
ND
San Juan
ND
Lyamtrood
ND
Scammea
D
Lystair
ND
Schneider
B
Mal
C
Seattle
D
Manley
B
Sekiu
ND
Me"
B
SemWunoo
D
Maytown
C
Shalcar
D
McKeow
D
Shano
B
McMurray
ND
Shelton
C
Melbourne
B
Si
C
Menzel
ND
Sinclair
C
Mixed Alluvial
variable
Skipops
D
Molma
B
Skykomish
B
Mukilteo
C/D
Snahopish
ND
Naff
B
Snohomish
D
Nargar
A
Solduc
B
National
ND
Solleks
ND
Neilton
A
Spans
D
III-1-9 FEBRUARY, 1992
STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN
Table III-1.3 SCS Western Washington Runoff Curve Numbers
(Published by SCS in 1982) Runoff curve numbers for selected agricultural,
suburban and urban
1�nA „ae fnr q-�n 1L rainfall Aintribution. 24-hour storm duration.
LAND USE DESCRIPTION
CURVE NUMBERS BY
HXaAQLOGIC
SOIL
GROUP
A
8
C
D
Cultivated land 1 :
winter condition
86
91
94
95
Mountain open areas:
low growing brush & grasslands
74
82
89
92
.Meadow or pasture:
65.
78
85
89
Wood or forest land:
undisturbed
42
64
76
81
Wood or forest land:
young..second growth or brush
55
72
81
86
Orchard:
with cover crop
81
88
92
94
Open spaces, lawns,
parks, golf courses, cemeteries,
landscaping.
Good condition:
grass cover on z75% of the
68
80
86
90
area
Fair condition:
grass cover on 50-75% of
77
85
90
92
the area
Gravel roads & parking lots:.
76
85
89
91
Dirt roads & parking
lots:
72
82
87
89
Impervious surfaces,
pavement, roofs etc.
1 98
98
98
98
Oven water bodies:
lakes, wetlands, ponds etc.
100
100
100
100
Single family residential(2):
Dwelling Unit/Gross
Acre BImpervious(3)
Separate
curve
number
1.0 DU/GA
15
shall be
selected for
1.5 DU/GA
20
pervious
& impervious
2.0 DU/GA
25
portions
of the site
•2.5 DU/GA
30
or
basin
3.0 DU/GA
34
3.5 DU/GA
38
4.0 DU/GA
42
4.5 DU/GA
46
5.0 DU/GA
48
5.5 DU/GA
50
6.0 DU/GA
52
6.5 DU/GA
54
7.0 DU/GA
56
PUD's, condos, apartments, %impervious
commercial businesses
& must be
industrial areas
computed
(1) For a more detailed description of agricultural land use curve numbers refer
to National Engineering Handbook, Sec. 4, Hydrology, Chapter 9, August 1972.
(2) Assumes roof and driveway runoff is directed into street/storm system.
(3) The remaining pervious areas (lawn) are considered to be in good
condition for these curve numbers.
III-1-12 FEBRUARY, 1992
EXHIBIT B
..City of Edmonds
infiltration- Feasibility Map
LEGEND Scale: 1-=3000'
' MEANING
shcs vncrc ;nfinto6on
mq be ieo3+We. if
' cond;lions ore met.
iJ "!es ..here :nf�V+ol�on
tw;N not be permuted.
1
i
51
IL
C" U-03
'.Yeisf:
4A
c
6x .13 11 Sp
R) ply, �.
tir
�le ,
Ex. 8-PVC
STORM DRAIN
SDCO A GRADE;
CONNECT TO EXISTING 8-PVC
...... ......
jr Aum
..........
5 NOR
St., 's
PUMP ARAVITY OISCHARCE
X* 15' SEWE st
Ex.
EASEMENT A.F.
1964603
INFILTRA
TRACT A
L L — 2 0 0 0 7 : r
(A. F. N 0. 2 0 0 0 0 f2400 0 1): L
CONNECT FOOTING DRAIN
AV ,DOWNSTREAM OF MnLTRATION
AT(
Ce TOFC38.1.
TOP OF 6*OVERFL0W RISER.37.8-
INI
EQ -41,
EG OVER TRENCH -381
TOP OF TRENCH ROCK-37.7(.IN)
CPERF. PVC INV-38.7
BOTTOM OF TRENCH ROCK-34.2
TO
rO0,(12 OUT N)
I71)(4-c-
.V-33.M-E) TOcTOP-4 .2
MV-41 . C803 TOP-4 INV-41 .
TY
0() ww
ON Dn
--\ To
Mn
71
IN
_N.89-44-43- E (M.D) 600.38' (M) 92.26- (0)
---------------
-------------------
PARCEL 8
: ...........
/ a�
EXISTING HOUSE
I------
I----------------------------------------
GARAGE ROOF PEAK ! //
.................. ELEVATION 66.79
L...............
-TI?CLEARN40 LWT (TYP.)
FAI FENCE (TEN.)
wo* vA
YD
TOP_
INV-4&04' 4
sox
jOTCNi
EX. WM.'S —
AO`MST/'MOVE AS HEDGED
S 0 M 9 R S 9 T
VOLUME 34, PAGES 60-70
,
/ c°gyp°
fjs T' l /
ra OP-57 t
NW52 7
.
15'-12 . SO STUB FdR
TuRij
OXTENSIONJ
3E
V-Si
�OFF
SITE A SS TO 97H AVE
BY PROPO 15' ACCESS
T
March 23, 2010 Earth SOlutions i-W u-c
ES-1734
[,�(]��Er•�!r'-:r, f'1;E? `�:-it?, �i-ram
Caruso Enterprises, Inc.
P.O. Box 519
1565 - 9th Avenue North
Edmonds, Washington 98020
Attention: Mr. Steve Caruso
Subject: Infiltration Evaluation
Proposed Single Family Residence
1563 — 9t" Avenue North
Edmonds, Washington
' Reference: Lovell-Sauerland and Associates, Inc.
Development Plan and SWIPP, Sheet 1
Dated February 2, 2010
1
Dear Mr. Caruso:
' As. requested, Earth Solutions NW, LLC (ESNW) has prepared this letter reporting the results of
infiltration.testing of the native in -situ soils for the subject site and proposed stormwater trench
infiltration' trench design.. `
A representative of, ESNW was on -site on March 18, 2010 to observe subsurface soil,
groundwater conditions, and complete an EPA falling head infiltration test of the in -situ soils.
The: infiltration test -was completed within the proposed infiltration trench alignment along the
western: margin of the subject site.
':Protect Description .
We understand . plans include construction of a single family residence and associated
improvements ..Runoff generated.from the structure and impervious surfaces will be directed to
'a stormwater .infiltration trench at the western end of the site. As confirmed as part of this
investigation, the ,infiltration trench will be constructed within existing native sand deposits
' ; present throughout the site.
:{tits) lSLnd:\vc`nura NE • llccimc rul, lVA(415) 7t34-3"<un • FAX (4251 284.'-S:;a •Tull F, ;SGt>, a;->)'ti?
' Caruso Enterprises, Inc. ES-1734
March 23, 2010 Page 2.
Surface
' The subject site is located northwest of thoz intersection between gm .Avenue North and
Somerset. Lane in: Edmonds, Washington The subject site consists of .a..single tax parcel
approximately 30,651 square feet in size. The -subject site is irregularin shape; and is bordered
' to the north, west and'south by existing sand to the east by 9
;singlefamily residences th Avenue
North, Topography across the site is slightly 'sloping to the; west. Currently the property is
undeveloped and coveredwith grass.
Subsurface
' ESNW observed two. excavations within the proposed stormwater infiltration trench alignment
located throughout the we portions of the site.. Topsoil was observed to a depth of up to
approximately 12 inches from the surface at both excavation sites. Below the topsoil, sand
deposits suitable for site infiltration were encountered. The native sand deposits consist of
' poorly lt (USCS SP and SP-SM). ESNW observed
p y9rade sand and poorly graded sand with si
similar soil conditions at both of the excavations conducted along the alignment of the proposed
' infiltration trench.
.The available geologic map of the area identifies the site as being located. within stratified fluvial
' sands and gravel of. the .Olympic Gravel deposits (Qog). The Snohomish County SCS map
indicates the site is underlain by Everett gravelly sandy loam. deposits (Map Unit 18). In
general, the soil conditions observed at our test sites generally correlate with the geologic map
' and soil survey designations. Based on our observations, fluvial sands were encountered
within the test, pits along the west portion of the site.
No groundwater was observed at the test pits located within the.proposed infiltration trench on ,
'- the site during the'feldwork (March 18, 2008). The excavations were observed at a maximum
depth of approximately four feet below existing grades. Due to the relatively high infiltration
capacity of the in -situ sandy soils observed onsite, we do not anticipate groundwater related
'. impacts. to the proposed residential infiltration system.
In -situ Soil infiltration Teg t
The infiltration testing of the;, in -situ soils consisted of an EPA Falling 'Head Infiltration Test .and
was conducted in general accordance with the "EPA Falling. Head Percolation Test Procedure"
testing guidelines. The infiltration. test was completed near the center of the proposed
stormwater infiltration trench alignment along the western margin of the site..
' The test pit (TP71) was, excavated approximately 20 feet east of the western property line and
45 feet south of the .northern _property line. A,,, second .test pit (TP-2) was excavated ,
approximately 20 feet east of the western property line :and 30. feet south of the northern
' property line, in.order to confirm: similar.soil conditions,with in the proposed trench alignment. A
post hole. digger was used to excavate a pilothole within the test excavation for purposes of
conducting the falling head infiltration testing. The falling head infiltration .testing was
, conducted :at a depth of approximately,30 inches below grade:
Earth Solutions NK LLC
' Caruso Enterprises, Inc. ES-1734
March 23, 2010 Page 3
A section of PVC pipe was used to sleeve the pilot hole . and pea gravel was placed at the
' bottom of the testing hole to minimize scouring of the native soils. The test excavation was
saturated with a 12 inch head of water prior to testing: After the initial soaking period, a six to
eight .inch head of water was added to the .test hole and the drop of the water level was
recorded in order to determine the in -situ infiltration rate of the soils. Two consecutive 30
' minute tests were completed within the test hole. The average infiltration rate observed during
the testing was 12 inches per hour.
Infiltration Recommendations.
In our opinion, based on the results of the field infiltration testing, infiltration of stormwater
collected by the impervious surfaces onsite within the native soils is feasible. The average
tested infiltration rate observed was 12 inches per hour. ESNW recommends a factor of safety
of 2.0 be included to the field measured infiltration rate for design. Thus we recommend the
following infiltration rate for design:
b Design Infiltration rate 6 inches per hour
Infiltration Trench. Desion
' We have reviewed the attached preliminary infiltration trench design plans provided by Lovell-
Sauerland and Associates, Inc. (LSA). We understand that the infiltration trench system
proposed, by LSA will be comprised of a two and a half foot deep by seven foot wide by 50 feet
long infiltration trench., Within the trench a four inch perforated pipe will be used. to convey
' stormwater into the trench. The proposed, infiltration trench will be located within the targeted
and tested native soils at a.depth of approximately 30 inches. In our opinion, the proposed
trench design is acceptable from a geotechnical standpoint.
We trust this letter meets your current needs. If you have any questions or require additional
information, please call.
. Sincerely,
EARTH SOLUTIONS -NW, LLC
(1 x V
Tyleti J Fischer`
Staff Geologist: •
Raymond:A. Coglas;�P.E.
Principal
v -4jmv
Filed for Record at the Request Of:
Steven and Janet Caruso
P.O. Box 519
Edmonds, Washington 98020
1
uu�uinuuuaniniminmiiuuid�i
211111i101110 4 PGS
N4 EXCISE TAX
REQUIRED
JAN 2 6 2010
KIRKE SIEVERS, SnohOn6h Counly Ttea4 W
By KIRK SiFyERS —
Notice of Drainage Easement
Grantors: Michael Dedonker and Candace Dedonker, husband and wife
Grantee : Steven G, Caruso and Janet P. Caruso, husband and wife
Legal Description: Government Lots 3 and 4, Section 13, Township 27 North, Range 3 East, W.M.
Assessors Tax Parcel ID Nos. 27031300300300 and 27031300300200
Notice is hereby given that in consideration of mutual benefits, That the GRANTOR'S Michael Dedonker
and Candace Dedonker, husband and wife, owners of the following described properties, situate in the City
of Edmonds, County of Snohomish, State of Washington, to wit:
All that portion of Government Lots 3 and 4, Section 13, Township 27 North, Range 3
East, W.M., described as follows:
Beginning at a stone monument at the southwest corner of Fruitdale on the Sound,
according to the unrecorded plat thereof, which monument is located on the easterly right
of way line of the Great Northern Railway at a point 66 feet north of the north line of said
Government Lot 4;
thence South 89145'40"East 579.49 feet;
thence South 2027'40" East, a distance of 166.81 feet to the True Point of Beginning;
thence South 77 feet;
thence North 76100'44" West 109.05 feet;
thence South 17144' 15" West 58 feet to the line established by Boundary Line Adjustment
recorded April 7, 1969 under Auditor's File Number 2056025, records of Snohomish
County, Washington;
thence North 64006'40" West, along said agreed boundary line, 548.01 feet, more or less
to the easterly margin right of way of Great Northern Railway;
thence North 36057'20" East 22 feet;
thence South 75050'40" East 618.57 feet to the True Point of Beginning; EXCEP that
portion described as follows:
Beginning at a point on the west line of Charles Street South 0147'50" East 100 feet from
the north line of said Government Lot 4; thence continuing South 0047'50" East along
west line of said Charles Street, 77.0. feet;
thence North 74020'54" West 109.05 feet;
thence South 19024'05" West 58.00 feet;
thence North 64020'30" West 223.90 feet;
thence North 24000' East 87.08 feet;
thence South 76030' East 300.00 feet to the point of beginning.
Situate in the County of Snohomish, State of Washington.
do hereby reserve and convey unto the GRANTEES, Steven G, Caruso and Janet P. Caruso, husband and
' wife, their heirs, successors and assigns, owners of the following described property, situate in the City of
Edmonds, County of Snohomish, State of Washington, to wit:
All that portion of Government Lot 4, Section 13, Township 27 North, Range 3 East, W.M.,
described as follows:
Beginning at a. point on the west line of Charles Avenue (Street);
thence South 00047'50" East, a distance of 100.00 feet from the north line of said
Government Lot 4, to the True Point of Beginning;
thence continuing South 00047'50" East, along the west line of Charles Avenue (Street), a
distance of 77.00 feet;
thence North 76048'11" West, a distance of 129.21 feet;
thence South 20023'14" West, a distance of 53.63 feet, more or less, to the northerly line
of the plat of Sumerset, according to the plat thereof, recorded in Volume 34 of Plats,
pages 69 and 70, records of Snohomish County, Washington; thence North 64020'35"
West, along the north line of said plat per Boundary Line Adjustment recorded in Volume
304 of Deeds, page 5 and recorded under Auditor's File Number 2086025, records of
Snohomish County, Washington, a distance of 203.82 feet;
thence North 24000'00" East, a distance of 87.08 feet;
thence South 76030'00" East, a distance of 300.00 feet, more or less, to the point of
beginning.
(Also known as Parcel A Boundary Line Adjustment 9310180086)
Situate in the County of Snohomish, State of Washington.
A permanent easement for the installation, operation and maintenance of a storm sewer pipe line
' and appurtenances over, under, across and through the south 10 feet and the west 20 feet of the
GRANTOR'S property first hereinabove described.
' When necessary to maintain, repair and/or reconstruct any storm sewer pipeline and appurtences
located upon or within the easement right of way hereinabove described, the GRANTEES shall
' have the right of entry for such purposes, provided that when such entry is necessary, any such
activity shall be performed in workmanlike manner with all reasonable haste and the premises
' shall be restored to its previous condition as soon as is reasonably possible, with the costs of any
such activity and/or restoration being borne by said GRANTEES.
This instrument shall be a covenant running with the lands hereinabove described and is binding upon the
owners of such lands, their heirs, successors and assigns, forever.
IN WITNESS WHEREOF we hereunto set our hands and seals this t/v day of Una ,
2010.
State of Washington
) SS
County of Snohomish )
Candace Dedonker
JaV P. Caruso
I certify that I know or have satisfactory evidence .that Michael Dedonker and Candace
Dedonker, husband and wife, are the persons who appeared before me, and said persons
acknowledged that they signed this instrument, and acknowledged it to be their free and
voluntary act for the uses and purposes mentioned in the instrument.
Dated: J"&YYt , 2010.
(�Aw 3' ml(!)�
Notary Public in and for the State of �.5 W�
Washington, residing at
My appoinfinent expires -11-00
fl F''►:®di
State of Washington )
SS
County of Snohomish )
' I certify that I know or have satisfactory evidence that Steven G, Caruso and Janet P. Caruso,
husband and wife, are the persons who appeared before me, and said persons acknowledged
that they signed this instrument, and acknowledged it to be their free and voluntary act for
' the uses and purposes mentioned in the instrument.
Dated: cJ !�� , 2010.
0g°`O;•DICAf;44,
� QQ;.•��. Eh'p ' F ��i�
p •.
L I � •z
w 0
Notary Public in and for the Sta a of �, * ������ ,.,� 1. ,
Washington, residing at y q�c �5.��6,j
My appointment expires ��� c,/2�/_� % 46' o
�w