20511 88TH AVE W.PDF111111111111
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20511 88TH AVE W
ADDRESS:
TAX ACCOUNT/PARCEL
BUILDING PERMIT (NEW
COVENANTS (RECORDED)
CRITICAL AREAS:
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED
PERMITS (OTHER): E2 �, 3j
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PLANNING DATA CHECKLIS
SCALED PLOT PLAN DATED
SEWER LID FEE $:
SHORT PLAT FILE:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #: %-1'62.,
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
WATER METER TAP CARD DATED:
OTH
DETERMINATION: F] Conditional Waiver
E] Study RequiredXWaiver
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LID #: I (0�
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LOT: BLOCK:
LATEMP\DSTs\Forms\Street File Checklist.doc
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CITY OF EDMONDS
iE PERMIT
ZONE NUMBER
CONSTAUCTION PERMIT APPLICATION
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OWNER NAME/NAME OF BUSINESS
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SUBDIVISION -No. LIj
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PUBLIC RIGHT OF WAY PER OFFICIAL STREET P TESCP
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EXISTING REQUIRED DE Street
PROPOSED Inspection
Sidewalk
Approved 0
Permit Required 0
Use Permit Req'd
Required 13
Required
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TELEPHONE NUMBER
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NAME
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ADDRESS
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STATE LICENSE NUMBER EXPIRAYON E
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SIGN AREA
SEPA REVIEW
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ALLOWED fROPOSED
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REMARKS
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TYPE OF CONST;3ION
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SPECIAL INSPECTOR
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OCCUPANT
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REMARKS
PROGRESS INSPECTIONS PER UBC 305
(TYPE OF US SINESS OR ACTIVITY) EXPLAIN:
NUMBEA`_' NUMBER OF �RITICAL
OF )WELLING kREAS
STOR0 IDNITS T114UMBER
eezz-19f iL-1-3 V) ino,
DESCRIBE TjEIE DONE (ATMCH PLOT PLAN)
FINAL INSPECTION REQUIRED
,
_W4RK
VALUATION
FEE
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PLAN CHECK FEE
BUILDING
2
HEAT SOURCE:
GLAZING
%
PLUMBING
ID150
Plan Check No.
MECHANICAL
3
GRADINGIFILL
This Permit covers work to be done on private property ONLY.
Any construction on the public domain (curts, sidewpiks,
driveways, marquees," etc.) will require separate permission.
STATESURCHARGE
Permit Application: 180 Days
Permit Limit: 1 Year - Provided Work Is Started Within 180 Days
STORM DRAINAGE FEE
INSPECTIOrATEE
50
"Applicant, on behalf of his or her spouse, heirs, assigns and
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successors In Interest, agrees to Indemnify, defend and hold
20
harmless the City of Edmonds, Washington, its officials,
2
empl.pyees, and agents from any and all claims for damages of
directly Indirectly from the Issuance
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what&er nature, brising or
of thl� permit. Issuance of this permit shall not be deemed to
PLAN CHECK DEPOSIT
6�17
modify, waive or reduce any requirement of any city ordinance
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nor limit in any way the City's ability to enforce any ordinance
TOTAL AMOUNT DUE
provision."
I hereby acknowledge that I have read this,application; that the
ATT
10
APPROVAL
information given is correct; and that I am We qwqbr, or th.e duly
:APPLICA
authorized agent of the'.6wrier. I agree to corriplyvith city and
THIS PERMIT
This applicatin I
not a permit uol'
n 0
state laws regulating construction; and In doing the work authoriz.
AUTHORIZES
THE
signed by the �Build
g Official S�c,hliiher
g (
ed the eb no person will be employed in violation of the Labor
of Washingt9n relat
Cod th Ing to Workmen's Compensa-
Anur
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ONLY
WORK NOTED
!
Deputy; and fe . e a
' as a e ldrAK8 receipt is
'ptate
tion ce and.R
INSPECTION
acknowledged in space provided.
GN T E WNEfR
A I N
DEPARTMENT
ATURE DATE
CITY OF
EDMONDS
CALLFOR
INSPECTION
VLEASIWA DATE
Rl�likUil
(2f)
BU G'
IT IS yr NLAVYFUL TO USE OR OCCUPY A ILDIN 0
UNYIL A Fl KAL INSPECTION HAS BEEN MADE AND APPROVAL OR
731-0220
ORIQINAL — File YELLOW — Inspector
CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
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PI,NK — O.,er GOLD — Assessor
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AL INSPECTION REWIRED
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On. �74Tq �,Vn,;HARGg
Pays
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P STORM QIRAINA9�
�qrmll Limit- 1 Year Provided W0,rk Is Start9c.: With F�F
-In 1,80 ppyg
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h�al af h,,I:s he r
s,pp.p3Q, h.VI,r, 88�� Q,n,.i a,Md NO. NSR�CT!p
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FINAL IN SPECTION
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VALU TION
P CHECK FEE
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Plan Check, M. 0.
PLUMBINC�
KCWAN: A
This
This ' '.eri it cc tq.0e do-n,'p on p
Yqrs work r.�Vp.j PrQperty QN.LY.
q
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A, COnStruet�om on the PUO lic d all n rt-S,
Cm sidew lks,
cl.-,�v,eways,
(5RAQ1N0/F ILL
marquees, etc.) will r-eqVirp S 9parItp mmisSlOn.
P6 ;.-AkppIlcation:,J,80
�TATE SURC.H.ARGe
Permit Limit; I Ye ar - Provided Wo:r*k Is Star-tedWithin 8() Da YS
5TORM QRAINA 01F,FEE
"Ap ji�a,nt':.�n
.p �6aff�,Qf his or her SpOU-5e. hejr�S. assign,,, and
Sticcessors in interest,
's ' PgrR�S to inoemnity. 06fend and hpW
? EN.q: INSPEC,TION FE�
50
harmfe
1. . $ the City of Edmonds;' W�s.hington, itq offipial$ .
s employen.and agents f r"
OM a,ny.and.P.1.1 claim* fox damaq s-
-what nature, 6rijing ( frectly. or, indirectl,, !r9m the is,, ,,,,s QfT
ever 's o
§ueneQ
Of !hJ§ penInit. lssuance of this '-hall not be deemej
Permit S
P 'DEROSIT
modify, wa to ,IN GHk
ive or reduce Any requirern en,t of,any city
x nOr timit i� an�: wa'y the City'.§ abili
Poovisiqin." tY,!Q (Infqrce any ordinan��
TPTA� '4,Y.OQ'NT QUE
r Y.
Fh'e' eb owledge that4, have read thi,5 appliqat'lon.; that the f� , . 4
nformat-i6n'giv"en.is Correct, and that I
am the own E�x, or thp
a�jth . oriz ouly
ecl zj�ent of the n�,.,rje.r, I agreia c, cPmPly with city ano
A.TTENT. ION
APPLICATION APPROVAL
state laws regW.lati ng COnstruqtign; and.in doing th R work au t,'- Or!-z-
ed thereby, no pers ", b
'On -will oe employed in v�plqtion
;T.*,HIS RER6dir
I Aqf<)Pli��S'
-
This application is not a per mit until
-Coo the tateof'Washingt of the L
n r�elating tp Workmen's qompensa-
lion n Lira ean R
91 N�Y THE
VQRK NQTEP
sign ' ed by the Bull ding Official or.hiS/her
Deputy: and fees arepaid. and receipt is
fQN r N
7 S
INSPECTION
a�knowjeclgecl in,space provided.'
C;ITY 'OF
4 6 ��I NATURE, DAT�
0MONDS
41
. -UTTgr,�
i U i§ f 6.11
RO R.F 0 PAR 'REN
.T
2LL 'NG IN Ef" ING DIV
MUM.*
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WNI;
A -S
90RES I vQ_A� /t
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AID . iRECTED ON
T#_
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'A field i .
n
_�pp.p j,o�n w4�s to e c
c d, te r m i m
TP ante ..w ved Pl.
ith ap,pro.
Fi nal a @pm. q,� t, hip- ..P ans.
P:P r,ov a 1. Pt 0 re. n o OW 9-c t i op, z. to tKe grant
ing of
cu�,c inq.y
Pa f or- the bu
'Perfov-mance Bonds may be released
N i ntgn,§.n,,,ep ;�,Q Lands ca
Wing is ap . -oved
.,Pr
Othe,r- An
speetg�d_
P S-D FIR-57 I- Q,NS N�QTEB
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FAIL�FQ IN5-R, TIGN -.AN1D1,1,jG RE-*QUj,-RE
S T MENTS RECALL FO,' -CTIC'
R. INSPE
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C-C PANICY A PIP, ROV A D
By.
FAIL,H FI:,R,$*T !NPECTIM ;DATE
BY
R,E�INSPECTEQ APPROVE DATE
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RECEIPT#
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INSPECTION
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EMTERIGR SHEATHING
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Floor I,nsulaticn—.
Wall Insulation
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4HFE-T*ROBK NAICING J,
SPECIAL INSPECTION
RADON MONITOR AT SITE
N"I
FINA� APPROVAL
FQ.R OICCULPAN-CY-
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STA
ANDREA BEATTY RINKER
Director . 1 89
STATE OF WASHINGTON
DEPARTMENT OF ECOLOGY
Mail Stop PV-11 * Olympia, Washington 98504-8711 * (206) 459-6000 19 '&
C9
February 22, 1988
Mr. Bruce Finke
City of Edmonds
250 Fifth Avenue North
Edmonds, WA 98020
Dear Mr. Finke:
Thank you for the opportunity to comment on the determination
of nonsignificance for the subdivision of 1.8 acres into
three lots by William Grader Jr. (S-1-88). We reviewed the
environmental checklist and have the following comments.
We recommend the use of grassy swales to convey stormwater
from the site to the discharge point. Two hundred feet of
grassy swale will effectively remove particulate and hydro-
carbon pollutants.
If you have any questions, please call Mr. Andy McMillan of
the Shorelands Program at (206) 459-6774.
S incerely,
ZI
Barbara J. Ritchie
Environmental Review Section
BJR:
cc: Andy McMillan
CITY OF EDMO14,V
a PROi[CT t Development Short Subdivi
EUVlR0i%*Xi;,TAL ASSESSMENT
DATE SuCHITTED
The information on this form will be used to determine the effect Of your action upon the
environment of the City of Edmonds. . Please answer each question as thoroughly as possible.
I . LAUD 76,924 sq. ft.
Area 1,756 Acres, Soils Type Alderwood Gravelly None for
�Jimitations building anticipated
Description Of topography (,Ib' slope) The aver Ee sloDe
If grading or filling v1ill
Grading: Estimated cubic yards --iqLC-- y exceed 500 cubic yards a grading
Filling: Estimated cubic yards—_500 c.y. and filling plan must be sub-
mitted with the application.
Estimated area to be paved (including buildings) 0 . 2 C; n e- r,-,z
Estimated area in open space (pervious surface) 1.52 acres
WATER
Stream Estimated flow (cubic feet per second) Approximately 2 c.f.s.
Will Stream be altered? No. —If yes, to what degree? Not applicable
Other' water bodies? No
Impact on storm drainage Minor
detenti-' ------n;L�.Method of handling runoff On -site
Adjacent to shorelines zone? No. I to existing creek.
VEGETATION Within 200 feet of MHHW? No.
Type and approximate number of trees The
--- Lh—property is -wooded.
Minimum diameter Of trees to remain— 611 of trees to be removed 20%
Ground cover Grass brush blackberries to be removed 25%
Proposed landscaping, if any —
Ornamental shrubs and trees will be introduced
by future home owners.
7XISTING LAND USE WITHIN 300 FEET RADIUS OF PROPOSED DEVELOPMENT:
Single MUIEI-
Ncrth Vacant Family Commercial Other
South X
XA
S
... We E X City Park
IRCULATION
stimated increase in allEO trips daily 3 D.U. x 10 A.D.T.'s = 30 A.D.T.'s
failabilfty of Public transportation Public transportation is available along Puget Drive
'EA OF IMPACT
'ighborhood Minor 'itY-wide Insignific t ReQional None
FECT ON AIR QUALITY Short term deterioration due to construction activity.
ANGES IN NOISE GENERATION Short term de . terioration due to construction activity.
4.0
00
RECF
If �-1
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:3st. 66 "
R F."C E IV F: � D
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11.1 !.� 0 6 1995
PERMIT COUNTER
A -.9 0 VT D N G
P� -D-BY PLA N1
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RECF,lVEV.
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zxjtw ru"N"o"m
ep P..r— --Ac" 41%45 —
45-SlftAM W Or
.,,.SITE. -...PLAN
RECEIVED
JUL 0 6 1995
PERMIT COUNTER
M.11,21"Iffig 0. a
-k 41T APPLICATION REQUIREMENTS 0
Applicant
Lyle Chrisman, Engineering Ifispector
140T—t—k ot--
�ddress: 24:71S ( 1 23 9)-R+
PlanCheckNo-.
V Jut q5;
ula review of the subject permit application, the following requirements must be met
Construction hours are:
NVEEIMAYS — 7:00 A.IVL-10:00 PALWEEKENDSIHOLIDAYS — 10:00 AAL-6:00 P.M.
A separate RIGHT-OF-WAY CONSTRUCMON PERMIT is required for all work on public property. (ECDC 1&60)
Truck haul route plan must be submitted and approved prior to permit issuance.
Buildedowner is responsible for containing all temporary runoff and erosion control on site.
(ECDC 1830.030d)
NO WORK SHALL BE DOME WITHIN IS FEET OF STREAMS OR 10 FEET FROM ANY CLOSED DRAINAGE,
FACEL17Y. BUELDER/OWNER IS RESPONSIBLE FOR MENTIFYING CONDITIONS ON THE DRAWING. (ECDC
1930.50G)
FILTER FABRIC FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCTION.
(ECDC 1830)
INSPECTIONS ARE REQUIRED ON STORM DRAINAGE SYSTEMSInGHTLINES AND CATCH BASIN
DWALLATIODL INSPEC'11ONS ARE REQUIRED PRIOR TO BACKFILLING. (ECDC 1830)
p.gpaw or replace all defective existing curb, gutter and sidewalk aXJacent to die property If an intersection is invotv4 a handicap ramp
mq be require& Contractor shall meet with the MY Enghicering staffto determine the extent Of fqxdr Prior to Issimccof the permit.
TXW 1&90)
Driveway slope shall not exceed 14% without a waiver. Every attempt should be made to keep the slope below 14%. Waiver granted to
1/9. (ECDC 1810.060D)
10. Driveways must be paved from property line to City RIGHT-OF-WAY. A sepstate permit Is required. (ECDC M90-060C) -
11. U4SpECTIONS ARE REQUIRED ON DRWEWAYS AND SMEWALKS PRIOR TO AND AFTER POURING- (ECDC 18.30)
12. No buming of construction refitse without a permit fiam the Fire Department.
13. Connection to City water system is required. There is a separate charge for the watet meter.
(ECDC7.20)
14. A back water valve is required if downstairs plumbing is below die elevation of upstream manhole. (ECDC 7.20)
15. Water and sewer main lines should be separated by 10 fed minimum. (ECDC 1&10)
I& Connad to th City sanitary system is required. A separitte.pankis required-
LIDN Fees paid: YesL__ N4�-- Chargt-!—�'-7 (ECDC 1&10Y
17. Undagroinid wiring is required on all new construction, and for additions. alterittions. and repairs that exceed 50% of the total assessed
value ofthe structum (ECDC 1&90)
18. A FINAL ENGINEERING INSPECTION IS REQUIRED PRIOR TO THE BUILDING DIVISION GRANTING OCCUPANCY
OF THE BUILDING OR STRUCTURE (ECDC 1&90)
PRMTREQRMOr STRE'-ET FILE
AJECT REVIEW'C'HECKLIST
PROJECT ADDRESS:
PLAN CHECK
RECEIPT DATE:-7.—��—���
EVIEW:-:0
BY: (Initial/Da(e)
COMMENTS
I
PLAN.
WATER
FIRE
I BLDG.
SEWER
STREET
N
-ENG.__
4
Isetbacks/variance/Setback Adjustment
lConditional Use Permit
V1 NOW—
2
ADB Requirements
. . . . . . . . . . . . . . . . . .
3
Other Zoning Requirements
4
Underground Wiring Required
. . . . . . . . . . . . . . . . . ...................
5
Lot Slope 15%
SEPA Environmental Checklist/Hydraulics Permit
A
Tree Cutting Plan
Plat/Subdivision Requirements
. . . . . . . . . . . . .
::qj
Legal Description Verification
Quit Claim/Street Dedications
no
; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................
Easements - Public/Private
. . . . . . ....
Engineering Storm Drain Review Fee
-------------
\L1
..
,Engineering 2.2 Inspection ee 3e)
-21 J (q QA
u
ZI
....
4
Drainage Plan (On -Site)
ISetback - Top of Bank, Stream, Water Courses
2.(Jv
19 1j.-A
-6:'.
Setback - Storm Drain Une
, 7
Open Ditch - Existing
.4&.
Culvert Required
Culvert Size
'20.
Shoulder Drainage/Shale Open Runoff
Catch Basin Required 440 ley
23
Driveway Slope & Vehicle Access dk*�
Sidewalk Required "40 V54
........... . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . .
1
Curb & Gutter Required A-1*2
1
Curb Cut For Driveway F12guired AJO
oe
.............
.26
Street Paving R quired L-//`-' 2wif,'
:27
Right -Of -Way Construction Permit Required . . . . . . . . . . . . . . . . . . . . . . . . .
- 101V
28
Street Name Sign Required
29
Other Signing Required
...... ....
'30
Bond Required For Public Improvements
-----------
.........
. . . . . .
.......... .......
.31
FEMA Map Check/Water Table
:32
Side Sewer Availability �(45
VIA. W.
I
.33
Calculate Sewer Connection Fee It No LID #f6pl
Create Street File yws
:35
Existing Water Main Size
--M
Water Meter Size
.37
Service Line Size
41e/ if
.:::38
Water Meter Charge Required
-won
-39
�40
Hydrant Required
Hydrant Size Existing
Fire Line Charge Required - Sprinkler
Street Cut
. . . . . .
,Miscellaneous
Reviewed By:
FIRE
PLANNING
60-0
ENGINEERING
PALIC WORKS
FILE:DATA1 23/PROJCKLS.SFN
R L t� U M U Ul' t, U li I A k. 1 3
1
21
2
22
3
23
4
24
5
25
6
26
7
8
27
28
RW PERMIT DATE ISSUED RE
9
29
10
.30
11
31
12
32
13
PAID $ RECEIPT # DATE
33
SS PERMIT # DATE- ISSUED,/Y/V--Z5-'RECEIPT #-A-zCa
14
PAID $ RECEIPT # DATE
15
35
16
36
37
METER SIZE�/v PAID 7(,-D DM//-/V-q,�ECEIPT
18
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39
20
40
W 0
PLANNINGDATA
SITE ADDRESS: DATE:
ZONING: A6 -a PLAN CHK#: 45-liz
PROJECT DESCRIPTION: A/65-0
SETBACKS:
Required SetbaqKs:
Front: M9 Left Side: 10 Riaht Side: 10 Rear:
Actual Setbacks:
Front: 6!j Left Side: 96 Right Side: 10 Rear:
CORNERLOT � 0
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED
LOT COVERAGE:
Maximum Allowed:
BUILDING HEIGHT:
Maximum Allowed: �171
Ile Actual Height:
SUBDIVISION: :7- 5 o - ( p 3
CRITICAL AREAS #: Ch - !J�Z - I IS
SEPA DETERMINATION:
LOT AREA:.
OTHER:
Plan Review By:
pkjS�
9
0
STORM DRAINAGE REPORT
SITE PLAN
for
DALE KATHOL'S RESIDENCE
20511 88TH AVENUE W
prepared by
John W. Mellor, P.E.
AUG 10
E W- 111 N E Lf- �1;1 -;,,I G
�S'PA
STREET FILE
UNDEVELOPED SITE
The subject property is moderately sloped with a topographical change from 364.0
at the SE corner to 350.6 at the invert of an old storm drain line which heads in a
nothwesterly direction to an existing system in the front yard of the neighbor to the
north(the new storm drainage system installed during the development of 88th Ave
N replaces this older system), a vertical change of 13.4" over a distance of 154.5'
with an average slope of 8.673%.
The acreage of the subject property is:
104 x 213.84 = 22,239.36 §q. ft. = 0.5105 acres
43,560 43,560
The existing impervious surfaces.presently on the subject site include an old
driveway(960 sq ft)tb an asphalt parking area(702 sq ft), an- old garage(built prior to
1979) with a tool shed(l 080 sq ft)which combined equals
960 sq ft + 1,782 sg ft = 0.0629 ac
43,560 sq ft/ac
The existing pervious area of the subject site is divided into two sections. The back
section is young second growth or brush, the front portion is an open space with
grass cover(meadow)— 50%. The pervious area of the vack and front portions is
(10,140 - 2,742)sq ft and (22,239 - 10,140)sq ft respectively; together the square
footage is 19,497 sq ft or 0.4476 acres
CN values for the site:
asphalt and buildings .................................................................................. 98
dirtroads(driveways) ................................................................................... 87
meadowsor pasture ................................................................................... 85
wood or forest land ..................................................................................... 81
CN combined for the pervious area 7,398 sq ft(81) + 12,099.36 sg ft(8Q = 83.48
19,497.36 sq ft
CN combined for the impervious area 960 sq ft(87) + 1,782 sq ft(98) = 94.15
2,742 sq ft
Time of Concentration for the Onsite Runoff
Refer to the enclosed map:
The runoff route consists of sheet flow from the SE property corner over first a
0
forested and then grassy area to the old storm drain. Times of concentration
are computed with the following equations for overland flow and open channel
flow as follows:
Tt = 0.42(nsL)0-8, where So slope of watercourses are
(P2)0.5(S-0)0.4 13/135 = 9.62% &
0.47/45 = 1.04%
L length of watercourses are
135'& 45'
k 27 for paved areas
ns= Manning's coeff. 0.24
P2= 2yr-24hr rainfall 1.50
Ttl = 0.42(0.24 LL35 8, = 6.787 = 14.137 min
10-
(1.5)0.5(o .0962)0.4 0.480
Tt2 for the 45' of open channel flow(using Manning's Equation) = 0.609 min
Tc = Ttl + Tt2 =14.137 + 0.609 = 14.746 min
pervious area CN /impervious area CN Tc
0.4476 83.48 0.0629 94.14 14.75
SBUH results are contained in the back of this report.
DEVELOPED PROPERTY
The developed property will contain one single family residence, the new home
including driveways will have 7,132 sq ft or 0. 1637 ac of new impervious surfaces.
The pervious surfaces will be lawn, landscapping, and natural areas(forestland)
remainder of the site 22,239.36 - 7,132 = 15,107.36 sq ft or 0.3468 acres
The remainder of the subject site is considered to be a 50/50 combination of natural
areas and lawn and landscapping with a CN value of 81 + 86 = 83.5
2
Tt = 0.42(n SLIO,8 , and V = k-�S—o, where So = slope of watercourse = 9.62%
TO 0.5(—so)0.4 L = length of watercourse = 155'
k = 27 for roof areas
ns= Manning's coeff. 0.24
P2= 2yr-24hr rainfall 1.50
2
Ttj = 0.42(0.24 KL3510- 8 = 6.787 = 14.14 min
(1.5)0--5(0.0962) 0.4 0.480
Tt2= 0.40 min(run in 80' of 6" yard piping)
Ttj = Ttj + Tt2 = 14.14 + 0.40 = 14.54 min
pervious area CN impervious area. CN Tc
0.3468 83.5 0.1637 98 14.54
SBUH results are at the back of this report
Detention Requirements
The added impervious surfaces are 5,350 sq ft requiring the use of the above
SBUH analysis. The RDFAC analysis was run for 2 pipe diameters 24" and 36".
The 36" diameter pipe was chosen for its ability to provide i wet pipe design with the
bottom 1' of storage below the outlet invert. The analysis indicates a pipe 45' in
length, with a storage capacity of 225 cu ft is required. Actually a 40' section of 36"
CMP will be used. The RDFAC analysis was run for several ponds ranging in
depth from 0.5'to 1.5'.
Checking Detention CapagLty
The detention provided by a 36" wet pipe design with the bottom 1' remaining as
dead storage is 7.06858 sq ft - 2.0625 sq ft.= 5.00608 sq ft/ft. A section of pipe 40'
in length will provide 200.243 cu ft of storage. Additional storage will be provided by
a 48" Type 11 catch basin with restrictor with a live storage depth of 2'. The Type I-L
catch basin adds 5.778 cu ft/ft x 2 ft = 11.556 cu ft. The storage of the entire 36"
CMP detention system is 249.492 cu ft, in excess of the required 225 cu ft.
48" CB live storage depth 2.0 ft x 12.566 cu ft/ft .................................. 25.133 cu ft
2'x 3.14 cu ft/ft ........................................................................................ 6.280 cu ft
40' C M P x 5.00608 cu ft/ft ................................................................. 200.243 cu ft
2' x 3.14 cu ft/ft .................................................................. ..................... 6.280 cu ft
Type I - L CB live storage depth 2.0 ft x 5.778 cu ft/ft ........................ 11.556 cu ft
249.492 cu ft
Check Riser Overflow Capgcity
The flow to check is the 100 year storm, Qioo = 0.22 cfs. From the formula
QWEIR = 9.739DH 3/2 ; where Q is in cfs, D is in feet(dia) and H in feet, a 6 inch riser
can discharge 1.722 cfs. Therefore 0.22 cfs is conservative.
3
S.C.S. TYPE -IA RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR), DURATION(HOUR), PREC.IP(INCHES)
2,24,1.50
----------------------------------------------------------------------
S.C.S. TYPE -IA DISTRIBUTION.********************
2-YEAR 24-HOUR STORM **** 1.50" TOTAL PRECIP. *********
----------------------------------------------------------------------
ENTER: A(PERV), CN(PERV) ', A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1
0.,1476,83.48,0.0629,94.14,14.75
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.5 .4 83.5 .1 94.1 14.8
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.04 7.83 857
ENTER [d:Hpathlfilename[.ext1 FOR STORAGE OF COMPUTED HYDROGRAPH:
KATH002E
SPECTFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
C
----------------------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2
0.3468.83.5,0.1637,98,14.54
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.5 .3 83.5 .2 98.0 14.5
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.07 7.83 1256
ENTER fd:lfpathlfilename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
KATH002D
SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
S.C.S. TYPE -IA RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR), DURATION(HOUR), PRECININCHES)
10..24'.2.00
------------------------- ------------------------------------------------
S.C.S. TYPE -IA DISTRIBUTION
10-YEAR 24-HOUR STORM **** 2.00" TOTAL PRECIP.
----------------------------------------------------------------------
ENTER: A(PERV),�CWPERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO.
0.4476,83.48,0.0629,94.14,14.75
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.5 .4 83.5 .1 94.1 14.8
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.08 7.83 1484
ENTER [d:][pathlfllename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
KATH010E
SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
C
----------------------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2
0.3468,83.5,0.1637,98,14�.54
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.5 .3 83.5 .2 98.0 14.5
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.11 7.83 1955
ENTER [d:lfpathlfilename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
KAT11010D
SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
N
0
S.C.S. TYPE-lA RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR), DURATION(HOUR), PRECININCHES)
100,24,3.00
----------------------------------------------------------------------
S.C.S. TYPE -IA DISTRIBUTION
100-YEAR 24-HOUR STORM #*** 3.00" TOTAL PRECIP.
----------------------------------------------------------------------
ENTER: A(PERV) ., CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO.
0.4476,83.48,0.0629,94.14,14.75
DATA PRINT-OUT:
AREMACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.5 .4 83.5 .1 94.1 14.8
`-�EAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.18 7.83 2937
ENTER Id:][Pathlfilename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
KATHIOOE
SPECIFY: C - CONTINUE, N NEWSTORM, P - PRIN�, S - STOP
c
-------------- : ---------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2
0.3468,83.5,0.1637,98,14.54
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.5 .3 83.5 .2 98.0 14.5
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
1-, .22 7.83 3502
ENTER [d:][pathlfilename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
KATH100D
SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
S
R
SUMMARY OF INPUT ITEMS
1) TYPE OF FACILITY: TANK
2) TANK DIAMETER(ft), STORAGE bEPTH(ft): 3.00, 2.00
3) VERTICAL PERMEABILITY(min/in): .00
4) PRIMARY DESIGN HYDROGRAPH FILENAME: KATH100D
5) PRIMARY RELEASE RATE(efs): .18
6) NUMBER OF TEST HYDROGRAPHS: 3
TEST HYD
1 FILENAME:
KATH002D
TARGET RELEASE(cfs):
TEST HYD
2 FILENAME:
KATH010D
TARGET,RELEASE(cfs,):
TEST HYD
3 FILENAME:
KATH100D
TARGET RELEASE(efs):
7) NUMBER -OF
-ORIFICES,
RISER-HEAD(ft),
RISER-DIAM(in): 2, 2.00,
8) ITERATION
DISPLAY:
YES
ENTER ITEM NUMBER TO BE REVISED (ENTER ZERO IF NO REVISIONS ARE REQUIREW:
0
INITIAL STORAGE VALUE FOR ITERATION PURPOSES: 921 CU-FT
BOTTOM ORIFICE: ENTER Q-MAX(efs)
0.0.6
DIA.= 1.25 INCHES
TOP ORIFICE: ENTER HEIGHT(ft)
0.90
DIA.= 2.05 INCHES
iTERATION COMPUTATION BEGINS ...
T R 1A L
1
2
3
4
5
6
7
8
9
1 b
1 1
12
t 3
14
15
16
17
18
19
20
21
22
TANK -LENGTH
184.0
146.8
121.2
103.3
90.6
81.3
74.6
69.8
65.9
62.6
59.8
57.5
55.5
53.8
52.5
51 * 4
50.5
49.8
49.1
48.6
48.1
47.7
STOR-AVAIL
921
734
606
517
453
406
373
349
329
313
299
287
277
269
262
257
252
249
245
243
240
238
STOR-USED
548
478
427
389
360
340
324
310
297
285
275
267
261
256
251
248
245
242
240
238
237
235
PK-STAGE
1.01
1.12
1.21
1.31
1.39
1.48
1.56
1.60
1.64
1.66
1.69
1.72
1.75
1.78
1.80
1.83
1.85
1.87
1.89
1.91
1.92
1.93
PK-OUTFLOW
.08
.10
.11
.12
.13
.14
.15
.15
.15
.15
.16
.16
.16
.16
.17
.17
.17
.17,
.17
.17
.17
.17
2.3
47.4
237
284
0.94
.18
24
47.1
235
233
1.95
.18
25
46.9
234
232
1.96
.18
26
46.7
233
231
1_96
.18
27
46.5
232
231
1.97
. 18
28
46.3
231
230
1.97
.18
29
46.2
231
229
1.97
.18
30
46.1
230
229
1.98
.18
31
45.9
229
228
1.98
.18
32
45.8
229
228
1.98
.18
33
45.7
228
228
1.98
t8
34
45.7
228
227
1.98
.18
35
45.6
228
227
1.98
36
45.5
227
227
1.99
.18
37
45.4
227
226
1.99
.18
38
45.4
227
226
1.99
.18
39
45.3
226
226
1.99
.18
40
45.3
226
226
1.99
.18
41
45.2
226
225
1.99
.18
42
45.2
226
225
1.99
.18
43
45.1
225
225
1.99
.18
44
45.1
225
225
1.99
.18
45
45.1
225
225
1.99
.18
46
45.0
225
225
i.99
.18
47
45.0
225
225
1.99
.18
48
45.0
225
225
'2.00
.18
PERFORMANCE:
INFLOW TARGET -OUTFLOW..
ACTUAL -OUTFLOW
PK-STAGE.,,,,-
STORAGE
DESIGN HYD:
22
.18
.18
2.00
225
TEST HYD 1:
.07
.04
04
7 2
60
TEST HYD 2:
.11
.08
.08
1.00
130
TEST HYD 3:
.22
.18
.18
2.00
220
SPECIFY: D -
DOCUMENT, R
- REVISE, A
- ADJUST
ORIF, E
- ENLARGE,
S - STOP
R
SUMMARY OF INPUT ITEMS
1) TYPE OF FACILITY: POND (3.0:1 SIDE SLOPES)
2) STORAGE DEPTH(ft): 1.50
3) VERTICAL PERMEABILITY(min/in): .00
4) PRIMARY DESIGN HYDROGRAPH FILENAME: KATH100D
5) PRIMARY RELEASE RATE(cfs): .18
6) NUMBER OF TEST HYDROGRAPHS: 3
TEST HYD I
FILENAME:
KATH002D
TARGET RELEASE(cfs):
.04
TEST HYD 2
FILENAME:
KATHOIOD
TARGET RELEASE(efs):
.08
TEST HYD 3
FILENAME:
KATHIOOD
TARGET RELEASE(cfs):
.18
7) NUMBER -OF -ORIFICES,
RISER-HEAD(ft),
RISER-DIAM(in): 2, 1.50,
8
8) ITERATION
DISPLAY:
YES
ENTER ITEM NUMBER TO BE REVISED (ENTER ZERO IF NO REVISIONS ARE REQUIRED):
0
INITIAL STORAGE VALUEFOR ITERATION PURPOSES: .921 CU-FT
BOTTOM ORIFICE: ENTER Q-MAX(cfs)
0.05
DIA.= 1.23 INCHES
TOP ORIFICE: ENTER HEIGHT(ft)
1.15
DIA.= 2.85 INCHES
ITERATION COMPUTATION BEGINS ...
TRIAL
BOTTOM -AREA
STOR-AVAIL
STOR-USED
PK-STAGE
PK-OUTFLOW
1
396.8
921
678
1.20
.09
2
332.2
799
604
1.23
.10
3
281.0
702
549
1.26
.�12
4
241.8
625
506
1.30
. 13
5
211.4
565
472
1.33
.14
6
188.1
519
438
1.34
.14
7
168.3
478
412
1.36
.15
8
152.3
445
392
1.38
.15
9
139.6
419
375
1.40
.16
10
129.4
397
360
1.41
.16
it
120.8
379
346
1.42
16
12
113.2
362
332
.1.42
.16
13
106.4
347
320
1.43
.16
14
100.3
334
310
1.43
.16
15
94.9
322
302
1.44
1
.17
16
90.4
312
295
1.45
.17
17
86.7
303
289
1.46
.17
18
83.5
296
284
1.46
.17
19
80.8
290
279
1.47
.17
20
78.4
284
275
1.47
.17
21
76.4
.280
272
1.47
.17
22
74.7
276
269
1.48
.17
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
PERFORMANCE:
DESIGN HYD:
TEST HYD 1:
TEST HYD 2:
TEST HYD 3:
73.1
71.8
70.6
69.6
68.7
67.9
67.2
66.5
65.9
65.4
64.8
64.3
63.9
63.4
63.0
62.6
62.3
61.9
61.6
61.3
61.0
60.7
60.5
60.3
60.0
59.8
59.6
59.4
59.3
59.1
58.9
58.8
58.6
58.5
58.4
58.3
58.1
58.0
57.9
57.8
57.8
57.7
57.6
57.5
57.4
57.4
57.3
57.3
57.2
57.1
57.1
57.0
0
272
269
266
264
262
260
258
257
255
254
253
251
250
249
248
247
246
246
245
244
243
243
242
242
241
240
240
240
239
239
238
238
238
237
237
237
236
236
236
236
235
235
235
235
235
235
234
234
234
234
234
234
INFLOW TARGET -OUTFLOW
.22
.18
.07
.04
.11
.08
.22
. 18
266 01.48
264 1.48
261 1 .48
260 1.49
258 1.49
2'5 6 1.49
255 1.49
254 1.49
252 1.49
251 1.49
250 1.49
249 1.49
248 1.49
247 1.49
246 1.49
246 1.49
245 1.49
244 1.49
243 1.49
243 1.50
242 1 .50
241 1 .50
241 1.50
240 1.50
240 -..1.50
240 1.50
239 1 .50
239 1.50
238 1.50
238 1.50
238 1.50
237 1.50
237 1.50
237 1.50
236 1.50
236 1.50
236 1.50
236 1.50
235 1 .50
235 1.50
235 1.50
235 1.50
235 1.50
235 1.50
234 1.50
234 1.50
234 1 .50
234 1 .50
234 1.50
234, 1 .50
234 1.50
233 1.50
ACTUAL -OUTFLOW
.1.8
.04
.08
.18
18
18
18
18
.18
.18
.18
18
18
.18
.18
.18
.18
.18
. 18
.18
. 18
.18
.18
. 18
.18
.18
18
18
18
18
18
18
.18
.18
.18
.18
. 18
.18
.18
.18
. 18
.18
18
18
.18
. 18
.18
.18
18
18
.18
18
18
18
.18
. 18
PK-STAGE STORAGE
1.50
233
.83
80
1.19
150
1.50
230
SPECIFY: D - DOCUMENT, R - REVISE, A - ADJUST ORIF, E - ENLARGE, S - STOP
R
R
SUMMARY OF INPUT ITEMS
1) TYPE OF FACILITY: POND (3.0:1 SIDE SLOPES)
2) STORAGE DEPTH(ft): 1.25
3) VERTICAL PERMEABILITY(min/in): .00
4) PRIMARY DESIGN HYDROGRAPH FILENAME: KATH100D
5) PRIMARY RELEASE RATE(cfs): .18
6) NUMBER OF TEST HYDROGRAPHS: 3
TEST HYD
1 FILENAME:
KATH002D
TARGET RELEASE(efs):
TEST HYD
2 FILENAME:
KATHOIOD
TARGET RELEASE(cfs):
TEST HYD
3 FILENAME:
KATH100D
TARGET RELEASE(cfs):
7) NUMBER -OF
-ORIFICES,
RISER-HEAD(ft),
RISER-DIAM(in): 2, 1.25,
8) ITERATION
DISPLAY:
YES
.04
.08
.18
A
ENTER ITEM NUMBER TO BE REVISED (ENTER ZERO IF NO REVISIONS ARE REQUIRED):
0
INITIAL STORAGE VALUE FOR ITERATION PURPOSES: 921 CU-FT
BOTTOM ORIFICE: ENTER Q-MAX(cfs)
0.05
DIA.= 1.28 INCHES
TOP ORIFICE: ENTER HEIGHT(ft)
0.90
DIA.= 2.85 INCHES
ITERATION COMPUTATION BEGINS ...
TRIAL
BOTTOM -AREA
STOR-AVAIL
STOR-USED
PK-STAGE
PK-OUTFLOW
1
534.2
921
669
.97
.09
2
448.7
795
594
1.00
.11
3
381.6
694
536
1.03
.12
4
329.5
615
495
1.06
.13
5
290.2
555
459
1.09
.14
6
259.1
507
427
1.10
.15
7
233.7
467
404
1.13
.15
8
213.7
435
384
1.14
.16
9
197.6
410
365
1.15
.16
10
183.8
387
348
1.16
.16.
it
171.8
368
334
1.17
.16
12
161.5
351
322
1.18
.16
13
152.6
337
311
1.18
.17
14
144.9
324
301
1.19
.17
15
138.0
312
294
1.20
.17
16
132.4
303
287
1.21
.17
17
127.8
295
282
1.21
.17
18
123.8
288
276
1.21
.17
19
120.3
282
272
1.22
.17
20
117.1
277
267
1.22
.17
21
114.3
272
263
1.22
.17
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
541
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
PERFORMANCE:
DESIGN HYD:
TEST HYD 1:
TEST'HYD 2:
TEST HYD 3:
111.7
268
260-
1.23
109.4
264
256.
1.23
107.3
260
253
1.23
105.4
257
251
1.23
103.6
254
248
1.23
102.0
251
246
1.23
100.6
248
244
1.23
99.2
246
242
1.24
98.0
244
240
1.24
96.9
242
238
1.24
95.8
240
237
1.24
94.9
238
235
1.24
94.0
237
234
1.24
93.2
235
233
1.24
92.4
234
232
1.24
91.8
233
231
1.24
91.1
232
230
1.24
90.5
231
229
1.24
90.0
230
228
1.24
89.5
229
227
1.24
89.0
228
226
1.24
88.6
227
226
.1.24
88.1
226
225
1.25
87.8
226
225
1.25
87.4
225
224
1.25
87.1
225
224
1.25
86.8
224
223
1.25
86.5
224
223
1.25
86.2
223
222
1.25
86.0
223
222
1.25
85.8
222
221
1.25
85.6
222
221
1.25
85.4
222
221
1.25
85.2
221
221
1.25
85.0
221
220
1.25
84.9
221
220
1.25
84.7
220
220
1.25
84.6
220
220
1.25
84.4
220
219
1.25
84.3
220
219
1.25
84.2
219
219
1.25
84.1
219
219
1.25
84.0
219
219
.1.25
83.9
219
219
1.25
83.8
219
218
1.25
83.7
219
218
1.25
83.7
218
218
1.25
83.6
218
218
1.25
83.5
218
218
1.25
INFLOW TARGET -OUTFLOW
.22
.18
.07
.04
.11
.08
.22
.18
ACTUAL -OUTFLOW
.18
.04
.08
.18
.17
.17
. 18
.18
18-
1 W
18
.1.8
.18
.18
.18
. 18
.18
18
18
18
.18
18
18
.18
18
18
.18
18
18
18
18
18
18
.18
.18
.18
. 18
.18-
.18
. 18
.18
. 18
.18
.18
.18
.18
.18
.18
. 18
.18
.18
18
18
PK-STAGE
1.25
.70
1.25
STORAGE
218
90
140
210
SPECIFY: D - DOCUMENT, R - REVISE, A - ADJUST ORIF, E - ENLARGE, S - STOP
R
R
46
SUMMARY OF INPUT -ITEMS
1) TYPE OF FACILITY: POND (3.0:1 SIDE SLOPES)
2) STORAGE DEPTH(ft): 1.00
3) VERTICAL PERMEABILITY(min/in): .00
4) PRIMARY DESIGN HYDROGRAPH FILENAME: KATH1001)
5) PRIMARY RELEASE RATE(efs): .18
6) NUMBER OF TEST HYDROGRAPHS: 3
TEST HYD 1
FILENAME:
KATH002D
TARGET RELEASE(efs):
.04
TEST HYD 2
FILENAME:
KATH010D
TARGET RELEASE(cfs):
.08
TEST HYD 3
FILENAME:
KATHIOOD
TARGET RELEASE(efs):
.18
7) NUMBER -OF -ORIFICES,
RISER-HEAD(ft),
RISER-DIAM(in): 2, 1.00,
8
8) ITERATION
DISPLAY:
YES
ENTER ITEM NIUMBER rO BE REVISED (ENTER ZERO IF NO - REVISIONS ARE RE(�U_IRLW:
0
INITIAL STORAGE VALUE FOR ITERATION PURPOSES: 921 CU-FT
BOTTOM ORIFICE: ENTER Q-MAX(cfs)
0.05
DIA.= 1.36 INCHES
TOP ORIFICE: ENTER HEIGHT(ft)
0.7
DIA.= 2.96 INCHES
ITERATION COMPUTATION BEGINS ...
TRIAL
BOTTOM -AREA
STOR-AVAIL
STOR-USED
PK-STAGE
PK-ouTFLOW
1
736.3
921
671
.77
.09
2
625.3
796
599
.79
.11
3
538.3
697
542
.81
.12
4
470.2
620
500
.84
.13
5
418.3
560
465
.86
.14
6
377.4
513
435
.88
.15
7
344.3
474
412
.90
.15
8
318.0
443
391
.91
.16
9
296.2
417
373
.92
.16
10
277.6
395
357
.93
.16
11
261.5
376
343
.93
.16
12
247.9
360
332
.94
.16
13
236.3
346
321
.95
.17
14
226.1
333
312
.95
.17
15
217.3
323
304
.96
.17
16
209.5
313
297
.96
.17
17
202.9
305
291
.97
.17
18
197.2
298
286
.97
.17
t9
192.2
292
281
.97
.1.7
20
187.7
286
276
.97
.17
21
183.6
281
272
.98
.17
22
180.0
277
269
.98
.17
23
176.8
273
266
.98
.17
24
173.8
269
263
.98
.18
26.
168.7
263
257
0.98
.18
27
166.5
260
255
.99
.18
28
164.5
258
253
.99
.18
29
162.6
255
251
.99
.18
30
161.0
253
249
.99
.18
31
159.4
251
248
.99
.18
32
158.0
249
246
.99
.18
33
156.7
248
245
.99
.18
34
155.5
246
244
.99
.18
35
154.4
245
242
.99
.18
36
153.4
244
241
.99
.18
37
152.5
243
240
.99
.18
38
151.6
241
239
.99
.18
J9
150.8
240
239
.99
.18
40
150.1
240.
238
.99
.18
41
149.4
239
237
1.00
.18
42
148.8
238
236
1.00
.18
43
148.2
237
236
1.00
.18
44
147.7
237
235
1.00
.18
45
147.2
236
235
1.00
.18
46
146.7
235
234
1.00
.18
47
146.3
235
234
1.00
.18
48
145.9
234
233
1.00
.18
49
145.5
234
233
1.00
.18
50
145.2
233
233
1.00
.18
51
144.9
233
232
1.00
.18
52
144.6
233
232
1.00
.18
53
144.3
232
232
1.00
.18
54
144.1
232
231
1.00
.18
55
143.8
232
231
1.00
.18
56
143.6
231
231
1.00
.18
57
143.4
231
231
1.00
.18
58
143.2
231
230
1.00
.18
59
143.1
231
230
1.00
.18
60
.142-.9
230
230
1.00
.18
61
142.7
230
230
1.00
.18
62
142.6
230
230
1.00
.18
63
142.5
230
230
1.00
.18
64
142.4
230
229
1.00
.18
65
142.2
230
229
1.00
.18
66
142.1
230
229
1.00
.18
67
142.0
229
229
1.00
.18
68
141.9
229
229
1.00
.18
PERFORMANCE:
INFLOW
TARGET -OUTFLOW
ACTUAL
-OUTFLOW
PK-STAGE
STORAGE
DESIGN HYD:
.22
.18
.18
1.00
229
TEST HYD 1:
.07
.04
.04
.53
90
TEST HYD 2:
.11
.08
.08
.75
150
TEST HYD 3:
.22
..18
.18
1.00
220
SPECIFY: D - DOCUMENT, R - REVISE, A - ADJUST ORIF, E - ENLARGE, S - STOP
R
SUMMARY OF INPUT ITEMS
1) TYPE OF FACILITY: POND (3.0:1 SIDE SLOPES)
2) STORAGE DEPTH(ft): .50
3) VERTICAL PERMEABILITY(min/in): .00
4) PRIMARY DESIGN HYDROGRAPH FILENAME: KATH100D
5) PRIMARY RELEASE RATE(cfs): .18
6) NUMBER OF TEST HYDROGRAPHS: 3
TEST HYD
I FILENAME:
KATH002D
TARGET RELEASE(cfs):
.04
TEST HYD
2 FILENAME:
KATH0101)
TARGET RELEASE(cfs):
.08
TEST HYD
3 FILENAME:
KATHIOOD
TARGET RELEASE(cfs):
.18
7) NUMBER -OF
-ORIFICES,
RISER-HEAD(ft),
RISER-DIAM(in): 2, .50,
8
8) ITERATION
DISPLAY:
YES
ENTER.ITEM NUMBER TO BE REVISED (ENTER ZERO IF NO,REVISIONS ARE REQUIRED):
0
INITIAL STORAGE VALUE FOR ITERATION PURPOSES: 921 CU-FT
BOTTOM ORIFICE: ENTER Q-MAX(cfs)
0.06
DIA.= 1.77 INCHES
TOP ORIFICE: ENTER HEIGHT(ft)
0.34
DIA.= 3.33 INCHES
ITERATION COMPUTATION BEGINS.-..
TRIAL
BOTTOM -AREA
STOR-AVAIL
STOR-USED
PK-STAGE
PK-OUTFLOW
1
1707.5
921
653
.36
.09
2
1450.0
787
583
.38
.11
3
1254.6
685
525
.39
.12
4
1102.3
605
485
.41
.13
5
988.4
545
447
.42
.14
6
895.0
496
419
.43
.14
7
822.2
458
396
.44
.15
.8
763.8
427
376
.45
.15
9
716.0
402
361
.45
16
10
677.3
381
345
.46
..16
11
643.7
363
331
.46
.16
12
613.8
347
320
.46
.16,
13
588.0
334
310
.47
.17
14
566.3
322
302
.47
.17
15
547.9
312
295
.48
.17
16
532.1
304
289
.48
.17
17
518.4
296
284
.48
.17
18
506.5
290
279
.48
.17
19
496.1
284
275
.48
.17
20
487.0
280
271
.49
.17
21
479.1
275
268
.49
.17
22
472.1
272
265
.49
.17
23
466.0
268
262
.49
.18
24
460.5
265
260
.49
.18
25
455.7
263
258
.49
.18
26
451.4
260
256
.49
.18
27
447.6
258
255
.49
.18
28
444.1
257
253
.49
.18
29
441.0
255
252
.49
.18
30
438.3
253
251
.50
.18
31
435.9
252
250
.50
.18
32
433.8
251
249
.50
.18
33
432.0
250
248
.50
.18
34
430.4
249
248
.50
.18
35
428.9
248
247
.50
.18
36
427.7
248
247
.50
.18
37
426.6
247
246
.50
.18
38
425.6
247
246
.50
.18
39
424.7
246
245
.50
.18
40
424.0
246
245
.50
.18
41
423.3
245
245
.50
.18
42
422.7
245
245
.50
.18
43
422.2
245
244
.50
.18
44
421.7
245
244
.50
.18
45
421.3
244
244
.50
.18
46
421.0
244
244
.50
.18
47
420.6
244
244
�.50
.18
48
420.4
244
244
.50
.18
49
420.1
244
243
.50
.18
PERFORMANCE:
INFLOW
TARGET -OUTFLOW
ACTUAL -OUTFLOW
PK-STAGE
STORAGE
DESIGN HYD:
.22
.18
.18
.50
243
TEST HYD 1:
.07
.04
.04
_21
90
TEST HYD 2:
.11
.08
.08
.35
160
TEST HYD 3:
.22
.18-
.18
.50
240
SPECIFY: D
- DOCUMENT,
R - REVISE, A
- ADJUST ORIF,
E - ENLARGE,
S - STOP
R
a
#qM ?o -DA)15
40
7".)
CITY OF EDMONDS
18 9 0 1 9 ,z
Address of Construction:
Property Legal Description (Include all easements):
M/
7
SIDE SEWER PERMIT
Owner and/or Contractor: 2�47_jZA04_ CO3t)_,V_
State License No. —Building Permit No.
PERMIT ;\1;0 " 7 3 2
1 - U
RF
.CSIVF.
NOV -1 4 1995
pUBLIC \NORK5_UF1
Single Family Invasion into City Right -of -Way: ZNo 11 Yes
El Multi -Family (No. of Units—) RW Construction Permit No
Commercial Cross other Private Property: 11 Yes
Public Attach legal description and copy of recorded easement
A
I certify that I have read and shaIF—comply with all city requirements
as indicated on the back of the Permit Card.
- / (
Date
" CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION *
'OFFICE USE ONLY
FOR INSPECTION CALL 771-OM PUBLIC WORKS DEPT.
0.2.a r 1 17 . "K),tt� 4..*l 4)
Permit Fee: Issued By
Trunk Charge: �2? Date"Issued-
Assessment Fee: — A) 1,06 Receipt NI C�
Lid No.:— /62'/
Partial Inspection:
Comments
Date — I'nitial
Reason Rejected: Date —Initial
e5_
Final Inspection Approved: Date34A Initi
PERMIT MUST BE POSTED ON JOB SITE
While Copy: File Green Copy: Inspector Buff Copy: AppItcant
Revised 3/90
0
NOTICE:
No-wa -r-r a n ty ... 01 -a
ation on the attached
The Jnform
map(s) was compiled for use by the CitY Of
Edmonds, its Employees and Consultants.
Th,.e City of Edmonds does not warrant the
t these
accuracy of anything set for. h on
rnap(s�. An . y person or entity
copy should conduct an independent
e inform'ation shown on
inquiry regarding th
tF�� -map(s), including, but not limited to,
er stub shown. Suc'�
the lotation of any sew
sewer stubs may or may* not e.xist. and maY
or may not exist at the location shown
Neither the City of Edmonds nor its
tomp-l-o-yee-s Or offi-ce-rs -s-hatl be l--ia-b-1--e for the
information given' on this map(s), nor for
any one representation provided based
upon said. map(s).
9
The Citv of Edmonds
Side Sewer Drawing
T7AQr VMT n
. ............................................
NEW CONSTRUCTION REPAIRS F1 LID NO . .................. . ASMT. NO . ..................
OWNER................................................................................................ CONTRACTOR .................................................................................... PERMIT NO.
JOB ADDRESS ... ......... .... 40-a .......... v.k.. LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . ....................................
ct
�-o 0- 0-
Ry -e- Co. �"?-V.c- c'..
3'D4 t-p- Dz6
CA-V
1,3 e
C,4.Q 11
M 0-� 11)
4
PWW-0001-1 1175 (REVA 1/78)
NAME OF ADDITION .....................................................................
-I_ I -LI -[__I
ts-1-11 40�E-- W.
Approved:
DATE 1.-J +-...CV(e ............ B)6...
-4-
0
0
L�. L.4 I v I �.w 1 v Lo.
WWL
TJRrl-\ C T
11 lv� 11, 13
N N rq N N R cl N 'N rl N c,
\ X Ado 1156 100 N
T(\
lkZ -- :t\zco,-Zo6 40
ri)
2
2-
,4v,
Qj (n I
L)i
7
#
c� r�00'1 W
/04-021
. ch Z's
-o�
I
D
>
C* tij
�j
A"�
6N
LILI a). 124
J
228,421
do'
C) tj
<59., � 1� I I r--l— --L Vp
AeG
ll-lai:1�9 � I
th
VE ry
cb Age V41 C4
6\ 'a L 7eZ)
N.
_u
�j
/1-0. W14.1-14M501.1 Taeoqr-
13
ED
CITY OF EDMONDS
BY
PAGR 0 F
T.
W4�
0
0,
N
CITY OF EDMI L Alig
lGiNCEIM
V1. DEPT V
A M 1 N Z D q
uy, tjr iq DATE---
ZMARKS_ A
p �� 2 J
V lfE: W L.,,-\ JN D H E J G H TIS)
PRELIM I NARY
SHORT SUBDIVISION
FOR
PUGET DEVELOPMENT
IN NE 1/4 SECTION 24,T27N.,R.3E.,W.M
EDMONDS, WASH I NGTON
L Lovell-Sauerland & Amisoolates, Ino.
ENGINEERS SURVEYORS PLANNER$
23105 100TH AVE. W. EDMONDS WA, OW20 PHONE 775,1591
DFkAvm c7-10 ] F.G. --I
,rrr /2-7-87 274,P38 1839
— _[DA'c
RECEIVED
AUG 0 1
*sracu'rt,Ty REAL ESTATE CONTRACT
TITLE ftem
(FORM A-1964)
cm
�v
THIS CONTRACT, made and entered into this 20th day of JanuAi:.J,, 1975
between Howard G* Dearinger and Carmen Dearinger, his wife`�;,- - and Ernest K. Tomlin and
Fern H. Tomlin, his wife,
hereinafter called the "seller," and C. W. KATHOL and ROBERTA J. K,%40L, husband and wife, and
DALE D. KAT1101,11 their son,
hereinafter called the "purchaser,"
WITNESSETH: That the seller agrees to sell to the purchaser and the purchaser agrees to purchase from thel"'Iler th
following described real estate, with the appurtenances, in Snohomish County, State of Wo shington:
Lot 7. Pine Ridge Addition, as per plat recorded in Volume 13 of Plats, page 66, records of
Snohomish County, Washington. EXCEPT the East 1.501 there of and EXCEPT the West 30, thereof
TOGETHER with and easemertfor ingress,,,egreas andutilities over the North 201 of the East
1501 of said Lot 7. REAL ESTATE SALES TAX
AMOUNT PAID
RECEIPT NO.—
JUL I o 1975
MRE PS, S oliamish Un ireasurer
13Y
The terms and conditions of this contract are as follows: The purchase price ANR':,.�4, -'NO tl,�10 �hs- - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ($ 5,000.506a� DtIdr'."*f'* h' h
'I.; W ) c
EIGHT HUNDRED and NO/100ths - - - - - - - - - - - - - - - - - - - (s 8 Mi.' #6 Doilar
tv :�
been paid, the receipt whereof is hereby acknowledged, and the balance of said purchase price shall b;.,poil s fols"11" V
,, ,) J
- - - - - - - - - - - - - - - - - - - - (s 5. . . ,
SEVENTY FIVE and NO/100ths 0 ars,
or more at purchaser's option, on or before the Ist day of March tj9' 75
and SEVENTY FIVE and NO/100ths - - - - - - - - - - - - - - - - - ($ 75.00*-:;,- )"Dollars,
or more at purchaser's option, on or before the ISt day of each succeeding calendar month until the balance of said
p urchose price shall have been fully paid. The purchaser further agrees to pay interest on the diminishing balance of said
purchase price at the rate of 7% per cent per annum from the 1st day of February 1975 ,
which intere'st shall be deducted from each installment payment and the balance of each payment applied in reduction of
principal.
All payments to be made hereunder shall be made at
or at such other place as the seller may direct in writing.
*Seventy Five and NO/100ths Dollars for the months of March, Aprill May, June, July,
August, September and October of each year, AND Fifty and NO/100ths Dollars for the
months of November, December, January and February of each year
Purchaser agrees to assume the Sexier Assessment in amount of $5i0.40JZ21v---7_Y,"1
Al
As referred to in this contract, "date of closing" shall be January 30, 1975
(1) The purchaser assumes and agrees to pay before delinquency all taxes and assessments that may as betwee r ntor
and grantee hereafter become a lien on said real estate; and if by the terms of this contract the purchaser has assumed pay-
ment of any mortgage, contract or other encumbrance, or has assumed payment of or agreed to purchase subject to, any taxes
or assessments now a lien on said real estate, the purchaser agrees to pay the some before delinquency.
(2) The purchaser agrees, until the purchase price is fully paid, to keep the buildings now and hereafter placed on said
real estate insured to the actual cash value thereof against loss or damage by both fire and windstorm in a company accept-
able to the seller and for the seller's benefit, as his interest may appear, and to pay all premiums therefor and to deliver all
policies and renewals thereof to the seller.
(3) The purchaser agrees that full inspection of said real estate has been made and that neither the seller nor his assigns
shall be held to any covenant respecting the condition of any improvements thereon nor shall the purchaser or seller or the
assigns of either be held to any covenant or agreement for alterations, improvements or repairs unless the covenant or agree-
m ent relied on is contained herein or is in writing and attached to and made a part of this contract.
(4) The purchaser assumes all hazards of damage to or destruction of any improvements now on said real estate or here-
after placed thereon, and of the taking of said real estate or any part thereof for public use; and agrees that no such damage,
destruction or taking shall constitute a failure of consideration. In case any part of said real estate is taken for public use,
th portion of the condemnation award remainingsafter p%ment of reasonable expenses of procuring the some shall be paid to
th: seller and applied as pay ment on the purcho e price erein unless the seller elects to allow the purchaser to apply all or
a portion of such condemnation award to the rebuilding or restoration of any improvements damaged by such taking. In case of
damage or destruction from a peril insured against, the proceeds of such insurance remaining after payment of the reasonable
expense of procuring the same shall be devoted to the restoration or rebuilding of such improvements within a reasonable
time , unless purchaser elects that said proceeds shall be paid to the seller for application on the purchase price herein.
(5) The seller has delivered, or agrees to deliver within 15 days of the date of closing, a purchaser's policy of title
insurance in standard form, or a commitment therefor, issued by Security Title Insurance Company of Washington, insuring
the purchaser to the full amount of said purchase price against lo�ss or damage by reason of defec I in seller's title'to said
real estate as of the date of closing and containing no exceptions other than the following:
a. Printed general exceptions appearing in said policy form;
b. Liens or emcumbrances which by the terms of this contract the purchaser is to assume, or as to which the conveyance
hereunder is to be made subject; and
c. Any existing contract or contracts under which seller is purchasing said real estate, and any mortgar or other obliga-
tion, which seller by this contract -agrees to pay, none of which for the purpose of this paragraph shall be deemed
defects in seller's title.
(6) If seller's title to said real eitate is subject to an existing contract or contrai:ts under which seller is purchasing said
re a I estate, or any mortgage or other obligation which seller is to pay, seller agrees to make such payments in accordance
with the terms thereof, and upon default, the purchaser shall have the right to make any payments necessary to remove the
default, and any payments so made. shdill be applied to the payments next falling due the seller under this contract.
TL-46 1/66
VOL 882 F�GE 149
L OFFICIAL RMORM
A M
--_-9RN6w,-1wk
/0V
101
00
FIRST AMERICAN TITLE INSURANCE COMPANY
3019 COLBY AVENUE
EVERETT, WASHINGTON 98201
(206) 258-4104 Toll Free 1-800-532-2110
SUBDIVISION
CERTIFICATE
DALE KATHOL
7228 210TH S.W.
EDMONDS, WASHINGTON 98026
TO WHOM IT MAY CONCERN:
ORDER NO. 50035-3
IN THE MATTER OF PLAT SUBMITTED FOR YOUR APPROVAL, THIS COMPANY
HAS EXAMINED THE RECORDS OF THE COUNTY AUDITOR AND COUNTY CLERK
OF SNOHOMISH COUNTY, WASHINGTON, AND FROM SUCH EXAMINATION
HEREBY CERTIFIES THAT THE TITLE TO THE FOLLOWING DESCRIBED LAND
SITUATE IN SAID SNOHOMISH COUNTY, TO -WIT:
PARCEL A:
Lot 7, PINE RIDGE ADDITION, according
recorded in Volume 13 of Plats, page 66,
County, Washington;
Except the East 150 feet thereof;
Also except the West 30 feet thereof.
PARCEL B:
to the plat thereof
records of Snohomish
An easement for ingress, egress And utilities over the North 20
feet of the East 150 feet of said Lot 7.
Situate in the County of Snohomish, State of Washington.
PAGE 1 OF 3
1)
dr
0@
Pioneer National Title Insurance Company
WASHINGTON TITLE DIVISION
Filed for Record at Request of
THIS SPACE RESERVED FOR RECORDER'S USE:
Statutory Warranty Deed
REVENUE STAMPS
FORM L58F
Howard G. Dearinger and Carmen Dearinger, husband and wife and
THE GRANTOR S: Ernest K. Tomlin and Fern H. Tomlin, husband and wife,
for and in consideration of ten and no/100 dollars and6ther good and valuable consideration
in hand paid, conveys and warrants to C. W. Kathol and Roberta J. Kathol, husband and wife, and
Dale D. Kathol, their son,
the following described real estate, situated in the County of Snohomish State of
Washington:
Lot T, Pine Ridge Addition, as per plat recorded in Volume 13 of Plats, page 66,
records of Snohomish County, Washington; EXCEPT the east 150 feet thereof and
EXCEPT the west 30 feet thereof TOGETHER with an easement for ingress, egress
and utilities over the north 20 feet of the east 150 feet of said Lot 7.
Free of encumbrances except easements, restrictions, and reservations of record
and SUBJECT TO grantees assumption of the sever assessment according to the terms
of the Real Estate Contratt dated January 20, 1975.
This deed is given in fulfillment of that certain real estate contract between the parties hereto,
dated January 20 , 19 75 , and conditioned for the conveyance of "the above
described property.and the covenants of warranty herein contained shall not apply to any title.
interest or encumbrance arising by, through or under the purchaser In said contract, and shall not
apply to any taxes. assessments or other charges levied. assessed or becoming due subsequent
to the date of said contract.
Real Estate Excise Tax was paid on this sale or stamped exempt on July 10, M5 . Rec. No. 006696
Dated this first day of April 1975-
(S al
e
(Seal)'Y lz�, 7, f,, (a u L)
STATE OF WASHINGTON,
County of Snohomish
Howard G. Dearinger and Carmen Dearinger and
On this day personally appeared before me Ernest K. Tomlin and Fern H. Tomlin
to me known to be the* Individual s described In and who executed the within and foregoing Instrument, and
acknowledged that they signed the same as their free and voluntary act and deed, for the
uses and purposes therein mentl6ned.
GIVEN under my hand and official awl this 8th day of Apr 1 1975
Prepared by: R. C. Shanks, Attly.
3223 N. E. 123rd
Notary Publk in4nd lor-the Slate of Waskixgsox,
Seattle, WA residixI at Edmonds
...............................
STEWART WLE COMPANY- : ---- 4
THISRACE PROVIDED FOR RECORDER*S USEi
of Washington, In'
'A Tradition
of Excellence"
FILED FOn FtECOFIO AT nEQUEST OF
WHEN RECOFIDED FIETUnN TO
DALE D. KATHOL . . . . ..................
Name....................... . . .... .. .... - . .. ............ **
13102 Puget Sound Blvd-�
Address ............. ..... - -- - -
Edmonds, WA 98026 ........................ ..............
City, State, Zip ................................... ... ...... * .........
-95 JUN 19 P121 0
c
CUNTY,
------------------------------------------
Quit.Ciairn Deed
THE GRANTOR ROBERTA J. KATHOL, a widow, individually and as Personal Representative of
the estate of C. W. Kathol, deceased
for and in consideration of GIFT DEED (WAC 458-61-410(l))
DALE D. KATHOL, a single man
conveys and quit claillis to
the following described real e4ate, situlted ill the C01111tv ()f. Snohomish State of Washington,
together with all after acquired title of tile granLor(s) (here"':
Lot 7, Pine Ridge Addition, as per plat recorded in volume 13 of Plats, page 66,
records of Snohomish County, Washington; EXCEPT the East 150 feet thereof and
EXCEPT the West 30 feet thereof, TOGETHER WITH an easement for ingress, egress
and utilities over the North 20 feet of the East 150 feet of said Lot 7.
NO EXCISE TAX DUE
$2.00 Treasurer's Fee
RIDT
:t
j N
(ounly Ifeasulef
13Y
JANUARY 9 19_25_
Datcd ------------
Ro)VeTr:t�a J. Kathol �tiiitiivik�lw:il)
Individuallyand as Personal Representative
of
B\-
STATIS OF WASHINGTON
SS.
COUNTY OF.. ..... .
Oil (his day pe.s.11ally Ippeared bvl'ore nie
Roberta J. Kathol
I ow known to hv the individual described if) "Ind
Who execill"d tile wilhill and forcgoilir instrutnPlIt.
11iflackoowledged 111:0 she . siglied tile.
aq .. her. free and voluntnry art and (Ice " d,
fiir the %isv,, Snd purposwq thereill
I'VEN under my hand mid official sell this
9!
C N 19
day ofj.A..
Notary Public it, ind for the Slate oi�kasll'
-it Cd 0 ........
iogtmi. residing � -91.ev.
s I
aid document(s) were filcd for
rr-c(,.:-d by Commonwealth Land
T iti � as accommodation only. It has
nut been examined as to proper exe-
cution or as to its effect upon title.
I PicsitIcill)
I Seerclary)
STATU-1 OF WASHINGTON
('01-INTY OF ..... .........
19 ............
On this day of ...... ........................... ........................ wagh-
1)(.,fi)re nle. the undersignc�l, a Notary Public in and for tile StRtc
illgto,,. (julv commissioned and sworn, personally. appeared ............................. ..
.......... ...... .. .............. ... ............................................................... I ............................
,lod ... . . .. ................... .. . .... ..... ................................................ .................. .. ..
to tile known to be tile ............................ President and ............. . - Secretary.,
........................... i ...........................
..... t-exceut-ed ... il'i'e ... ('or_e'g_n-i-ng... ment. ant acknowledged
instru and deed of said corpor-
"killivAt'll Io be the free rind voluntary act
po',%jen-aftil purposes therein mentioned, and on oath stated (hat
I;s,l f, "
4)rized to execute the said instrument and that the seal
ix s Ile orl) rate cnl of said corporation.
0 0 0
0 ny d rid official seat here to affixed tire day and year first
.. . ... ........................................................................................
y Public in a f hi I
OP W
siding at .................
D-2
Q@
Pioneer National Title Insurance Company
WASHINGTON TITLE DIVISION
Filed for Record at Request of
TO
THIS SPACE RESERVED FOR RECORDER'S USE:
Statutory Warranty Deed
REVENUE STAMPS
FORM L58F
Howard G. Dearinger and Carmen Dearinger, husband and wife and
THE GRANTOR S: Ernest K. Tomlin and Fern H. Tomlin, husband and wife,
for and in consideration of ten and no/100 dollars and6ther good and valuable consideration
in hand paid, conveys and warrants to C. W. Kathol and Roberta J. Kathol, husband and wife, and
Dale D. Kathol, their son,
the following described real estate, situated in the County of Snohomish State of
Washington:
Lot 7, Pine Ridge Addition, as per plat recorded in Volume 13 of Plats, page 66,
records of Snohomish County, Washington; EXCEPT the east 150 feet thereof and
EXCEPT the west 30 feet thereof TOGETHER with an easement for ingress, egress
and utilities over the north 20 feet of the east 150 feet of said Lot 7.
Free of encumbrances except easements, restrictions, and reservations of record
and SUBJECT TO grantees assumption of the sever assessment according to the terms
of the ReL Estate Contract dated January 20, 1975.
This deed Is given in fulfillment of that certain real estate contract between the parties hereto,
dated January 20 19 75 , and conditioned for the conveyance of 'the above
described property, and the covenants of warranty herein conta * ined shall not apply to any title.
interest or encumbrance arising by, t1irough or under the purchaser in said contract, and shall not
apply to any taxes, assessments or other charges levied. assessed or becoming due subsequent
to the date of said contract.
Real Estate Excise Tax was paid on this sale or stamped exempt on JulY 10, �975 , Rec. No.006696
Dated this first day of April 1975.
(SEAL)
STATE OF WASHINGTON,
County of Snohomish Ss.
Howard G. Dearinger and Carmen Dearinger and
On this day personally appeared before me Ernest K. Tomlin and Fern . H. 'Tomlin
to me known to be the- individual s described in and who executed the within and foregoing Instrumert, and
acknowledged that they signed the same as their free and voluntary act and deed, for the
uses and purposes therein maidoned.
GIVEN under my hand and official Real dds 8th
Prepared by: R. C. Shanks, Attly.
3223 N. E. 123rd
Seattle, WA
day of AprAl 1975
Notary Public i4nd for-tke State ol Waskixeton,
residial at Edmonds
7. City of Edmon
'*J
ItHT-OF-WAY CONST' CTION
PERMIT
Permit Number.
Wue Date: k�-
A. Address or Vicinity of Construction: - r:,n!5UJ 03 Y-k Az tA I
890 9 C) B. Type of Work (be speci ic 621 r- 4c. 4 4 - I-;- J
C. Contractor: S)qr-)h")Jz"KA- �f4w* 014nContact:
Mailing Address:
Q4 -0 is as !2� Phone: (A �ZQ
State License #: y Insurance: Bond:$
D. Building Permit # (if applicable): Side Sewer Permit # (if applicable):
E. gV-16ommercial E) Subdivision El CityProject 0],JKility(PUD, GTE, WNG, CABLE, WATER)
Multi -Family E] SingleFamiIy Other
INSPECTOR: INSPECTOR:
F. Pavement or Concrete Cut 0 Yes EDN6"" G. Size of Cut: x H. Charize
APPLICANT TO READ AN IGN
/P'�(
INDEMNITY: Applicant understands and by his signature to this application, agrees,to hold the City ofEdmonds harmless from injuries, damages, or
claims of any kind or description whatsoever, foreseen or unforeseen, that may be made aedinst the City o 6r a f7its dep,^5tments or
f Edmondt 1 r.
employees, including or not limited to the defense of any legalproccedings including defense costs, and attorhey fees by ea8ono graniing this permit.
ONSIBLE FOR WORKMANSHIP AND MA
THE CONTRACTOR IS RESP TERIALI 104 RtOD,OF ONE YEAR QL�.(A (THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WlLL`%E HPLD UNTIL THE FINAL STREET PATCH
IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THEAPPLICANT.
Construction drawing of proposed work required with permit application.
A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220.
Work and material is to be inspected during progress and at completion.
Restoration is to be in accordance with City Codes.
Street shall be kept clean at all times.
Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer.
All street cut ditches shall be patched with asphalt or City approve&m9terial prior to the end6f 'tfiq4zoi�ing day;
NO EXCEPTIONS.
Ihave read the abovestatements and understand thepermit requirements and thepink copyof thepermit willbe
available on site at all times for inspection purposes.
Signature: Date:
ont �r or Agent)
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
FOR CITY USE ONLY
APPROVED BY: RIGHT OF WAY DEPOSI I T 7D e*
TIME AUTHORIZED: VOID AFTER DAYS DISRUPTION FEE/FUND, Ill:,
SPECIAL CONDITIONS:, RESTORATION FEE:
COMMENTS:
PERMIT FEE:
TOTA�L, FEE:
RECEIPT FEE:
W
1— 1
DATE:
ISSUED BY:
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Engrg. Div. 1991
Intercept existing 3 " PVC on east side of road, install elbow and trench 20' south
to driveway, bore 20' driveway, trench 91' south to Xformer, install Xformer as
staked. Run 175of 1/0 primary underground jacketed cables from J-box to
Xformer in continuos 3" PVC. Install 3" PVC from Xformer north to existing
Ped, with 350 KCM underground cables in continuos 3" PVC.
Set a 25 KVA 120/240 7200V Xformer as staked, set Ped as staked. Install Yof
3" PVC east from Xformer to Ped. Run 20'of 350 KCM underground cables in
continuos 3" PVC. Trench 100'south from Xformer to P/L. Install 100'of 3"
PVC from Xformer to P/L for future use.
P U D oe rive- w a b6�-e-j C"kd 73�zo-'Ckl' 1") /*%,? tt'c
J
—/1/6 ro I d C44 -f- 0^ 9 9 k 14ve- k)'P'S 4- —
C.
D
City.bf . E"01 nde.
RIGHT-OF-WAY CONSTRUCTION
PERMIT Permit Number.
__ r
Issue Date:—Z — 9 - e9l,!2
A. Address or Vicinity of Construction: 20511 88 Av W (9603511)
n r : r. T 0. 11 9"MDR TD M 4 f 171U k AQ1C
890 - 199 lytWo k— spec cj: "0 CL C& " & WM
to 173's c/1 205 P1 SW then insert 5/3" MPE IP in conduit to
serve 20511 88 AV W
Contractor: -Washington Natural Gas Contact: Peggy Floyd
Mailing Address: 1122 75 St SW Eveiett Phone-.L 447-3156
State License #: 98203 Liability Insurance: Bond:$
Building Permit # (if applicable): Side Sewer Permit # (if applicable):
E, 0 Commercial Ej Subdivision El. 6�'Project a Utility (PUD, GTE, WNG, CABLE, WATER)
Multi -Family E] Single Family"', Other
INSPECTOR:
F. Pavement or Concrete Cut fij Yes �,'UNo G. Siz�,of-�-ut�) 42x 2 H. Chargq-$
APP* LICANYTO RE SIGN
INDkMNITY. Applicant understands and by his signatureto this application, agrees to, hoid.the dty;�Edmafuts harmless from injuries, damages, or
claims of any kincodebo-iptio!z;ulftat8oquernfoi-e8.l&r d4c�mseen, th#j�rpay br�j�' a;ain�t the (�!Z,,VEdWn�g, Oran tments-or
%of its depar
employees, including or not lirQted to the defense ofany legalproceedings inch.idin; defense cost;, aj;�4.attorney fees by r4soln ofh��hi&g�kis-p'"er4it.'
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE 6F THE WORK. ESTIMATED RESTORATIO)V FEES WILL BE HELD UNTIL THE FINAL STREET PA7UH1,
IS COMPLETEO BY CITY FORCES, AT WHICH TIMEA DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THEAPPLICANT.
Construction drawing of proposed work required with permit application.
A 24 hour notice is reqAred for inspection; Please call the Engineerihg Division, 771-0220.
Work and material is to be inspected during progress and at completion.
Restoration is to be in accordance with City Codes.
Street shall be kept clean at all times.
Traffic Control and Public Safety shall be in accordance with City regulatiods as required by the City Engineer.
All street cut ditches shall be patched with asphalt or City approved material pr,ior to t1le end of the working day,;
NO EXCEPTIONS.
Ihave read the above statements and understand thepermit requirements and thepink copy of thepermit will N�- C
available on site at all times for inspection purposel.
Signature: 1-4-96
))A It' Date:
dut,oWtractor or AgAt)
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
TOR,�CITY'USE ONLY
APPROVED BY: RIGHT OF WAY DEPOSIT
TIME AUTHORIZED: VOID AFTER M AV2(- DISRUPTION FEE/FUND III:.
SPECIAL CONDITIONS: AA Aj m TA I RESTORATION. FEE:
F&M 5A 0 12 kCl' - S* E-61 L PERMIT FEE:
TOTAL FEE:
COMMENTS: RECEIPT. FEE:
DATE:_ -ISSUED BY:
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
Eng. Div. 1994