508 BELL ST.PDF1111111111 lill
10237
508 BELL ST
ADDRESS:
TAX ACCOUNT/PARCEL NUMBER: 00a 2- .1 --�)0005(),R-oz
BUILDING PERMIT (NEW STRUC`I7URE):1C1q7t0La6D
COVENANTS (RECORDED)
CRITICAL AREAS: 912-- DETERMINATION: E] Conditional Waiver 0 Study Required Waiver
DISCRETIONARY PERMIT #'S:ADe) 94,qD A�b Zq, I ?,,%
siuml
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED: '2-1'-Lt Iq 2
SEWER LID FEE $:
X-11
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED-'OUf k--.) I
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
101,14
WATER METER TAP CARD DATED:
�Ro�-k) 01-1 i�?
-2)ow 9j- oul
LATEMP\DSrs\Fomis\Strect File Checklist.doc
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District
City of Edmonds — Water Department
TAP CARD
Reading: 01211��,C� — Date 0 9� /0!Vq7
,{No. 610 { No.
Mete Tap Si
Size ze
Mfgrs No Style
Purchaser:' P au)_c
Serv. Add. 60 P) Jb-,Q fi-Xt
'131k. No.
Lot* No.
Add.
Residential:
Other:
Meter Location Id CJ 4!�_v
Service Material: c-o gAegnr—
Pressure—lbs. Test
Date of Work 7
Foreman
Guar. Voucher. No. $
Proj. No:
Remarks: (�(fcz>�4
OUTGOING index— Reg.— Route Bk.— Stencil— Card —
INCOMING Index- Reg. -Route Bk. - Stenci I- Card
ROUTING SLIP
NkfV SERVICE INSTALLATION
ADDRESS:. 6oe 815it
DATE: ozols-zi
LOCATE REQUEST NUMBER 97 33 060 G 2
LOCATES
DATE CALLED:
/57
FOREMAN CREW FUTURE SERVICE: YES
B =0R E
COMMENTS
DRAWING LOCK- DATE.
INITIAL
e/l 3/75-7
A-0
ACCOUNT:
ROUTE/SEQUENCE
METER SHOP
SUPPLIER:
TREATMENT PLANT
FOREMAN
(D B
L T,
FOREMAN
INITIAL:
DATE:
TAPCARD
METER SHEET
APPLICATION/
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DISPATCH
BILLING
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L PERMIT
TY OF EDMONDS NUMBER
ION PERMIT APPLICATION 17'�"815
jo—trr �J—E 1-11-E 01 91,!J"F�1* / 49"l-11 00—� 1
.7111 1 .... P"o ". ..... P
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STA;L LICENSE N-16ER E, P, u7o , —n-, E
LeEtal Descr,plion of Property - Include Bit easements
06/ I/Z) if
P'. C, 6.4141clic/f
T.. Ac—Ht
P-4 N.. �2-021— 005—,607000
2 'Ell EITIIL N PLU.BINGINECH
A.DITI.11 C F—I CoMPLI�LNCE OR
OV,VE.CIAL cm-1-1
-CIIODEL IFT DIOG S.
EIEF.. E2 !=- ., I FENCE —F
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OF D-ELL.-I, '%
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PUBLIC RIGHT OF lNAY PER OFFICIAL STREET VAP
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E"S�,ING 6"e)
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PAOPCSED bo
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91
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SIGN AREA
AILLOINED PROPOSE a
SEPA RII�Ew
co7LETE E.E.PT
AD
?�
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//IONLINE.
EXP
VARIANCE OR CU
SETBAC S— FEEr
FRONT <�� SIDE REAQO
F—MEIGHT
JLOTCOVEAAG
14,� 61�4
.E.A.—
,9
No tar",P, ' cA ceako'PA-
14 rjt�e- Cow-.fr #z � 7a, 2t?o _3 -z_
CHECKED BY
PE OF CONST UcTION
_'�Z
ol
SPECIAL INSPECff
H OUIRED
70 b
U
LO
PROGRESS INSPIESMOM& A411
TAE-r;P
W"
FINAL INSPECTIOWRIECUIRED
FEE
PI AN CHECK FEE
7VALUATION
BUILDING
.[A I SCIPCE ct.�"G
1,
Iq %
1 :0 -77-
Plan Check No.
eo
NECHANICAL
This Permit covers work to be done on private p,00e,ty ONLY.
GRADINC4FILL
Any cons I ruction on the public do-ai " (curLs. s Idewplk5,
cl e miss
riv ways. marquees. etc.) will require separate per ion.
STATE SURCHANGE
Permit Application: 180 Days
Permit Limit: I Year - Provided Work Is Started Within 180 Osy,
STO� DRAINAGE FEE
-Applicant. on behalf of his Cr her spouse, heirs. assigns and
EING. INSPEiCTION FEE
0
successors in interest. agrees to indemnify. defend and hold
Ilion
Pa rmless the Coy of Edmonds . WaSh�hgtoh. its officials.
from for
F
3
empl3vees. and agents any and all c aims damages of
whwever nature. arising directly or indirectly from the issuance
Cp
of thi s permit. Issuance of this permit Shall not be deemed to
moclov. waive or !ecluc3 any requirement of any city ordinance
I.A. CHECK omsl�
0 Izzm.
�z5
not lim.! in any way Cie Cily*s ability to enforce any oroinance
-
OTAL AMOUNT DUE
provision.
I hereby acknowledge that I have read this appl!.�alion: tha: the
i in formation given is correct: and that I am the owner. or the duly
A—L.NTION
APPLICATION APPROVAL
'a uIncrizee. agent of the owner. I agree to ComPly with .,fly and
THIS PEc I.T
S zz laws IF I; u lating construction: and in doing the work authoriz.
1UT-C
oiI'��Es
This application is no: a permit until
;e
I cl
e Bracy, no person will be employed in violation of [he Labor
LY T4
signed by the Building Official of his/her
I
'Coca o the State of WasHington relating IL Workmen s Comperisa.
vVoIR
o'K NOTED
Deputy, and fees are Paid. and receipt is
Insurance and RCN 18,27. 1
INSPECTION
acknowledged in space Provided.
DEP""" I
717�
Cl 0
E 0 TIE
ED N
ATTENTION
II.A V
T�t
NS TI
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING 0
UNTIL A,F�NAL INSPECTION HAS BEEN MADE AND
�ANITIO AT",
171
0
In Pector,
A CERTFCATE OF OCCUPANCY HAS BEEN G11""'
TED. UBC
SECTION 109
PINK — 0--er GOLD Assessor
10,1417
u
7-7 7
A
4
CA FILE
loritical Areas Checklist
Site Information (sdils/topography/hydrology/vegetation)
1. Site Address/Location: 4W
2. 'Property Tax Account Number:
3. Approxi . mate Site Size (acres or square feet): 60 Y. 0 (9 0
#9
4. Is this site currently developed? -yes; I,**- no -
If yes; how is site developed?
5. Describe the general site topography. (leck'all that apply.
i-: , ;,:.
Mb- I�J
Flat: less than 5-fee.t elevation change over entire site.
Rolling: slopes on site genei�:ally less than 15% (a vertical rise of 10-feei o' v�er a.
horizontal distance of 66-feet).
Hilly: slopes present on -site of more than 15% and less than 30% (a vertical
o -f -feet).
f 10 eet over a horizontal distance of 33 to 66
Steep: grades of greater than 30% present on site (a vertical rise of
,I 0-feet b4ir -.a
hodwntal distance of less than 33-feet).
Other (please describe):.
.7
6. Site contains areas of year-round standing water. Afo ;Approx. Depth:
7. Site contains areas of seasonal standing water. e -;Approx. Depth:
What season(s) of the year?
8. Site is in the floodway ",9 flo'odplain IV of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? Ajo Flows are seasonal? (What time of year?
10. Site is primarily: forested ;meadow _;shrubs mixed
urban landscaped Qawn,sh-.ubs e=tc)a4w�/
11. - Obvious wetland is present on site: - AL o
For City Staff Use 0
I is ned?
0 -817. vVej
2.-. SCS mapped soil type(s)? V I
%j 1j
Slopes
0,
W..
.3. Wanid inventory or C.A. map indicates wedand present on site? Alo
Areas inventoty or C.A. map indicates Critical Area on site? Alo
P Sitewithin Zesignated earth subsidemelandslide hazard area?, No
Site desiinat6d on'& Environmentally.;�ensitive Areas Map?
METERMINATION;:
ON
3 C DMONAL WAIVER
WAI
/1.3 79
anner Date
t4
RCVOIM"4
4 1
n
VOM
1; W�� 9
City, o Ei6onds
.. �,f
Critical Areas Checklist
The Critical Amu 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 a development
permit 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. Ile
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 sdid surveys).
An applicant, or his/her 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 td complete a
development permit application.
V
NVith a signed copy of this form, the
applicant should also submit a vicinity map
or plot plan for individual lots of the parcel
with enough detail that City staff can find
and identify the subject parcel(s). In
addidion, the applicant shall include
other pedinent infonrnation (eg. site
plan, topography map, etc.) or studies in
conjunction with this Checklist to assist
staff in completing their preliminary
assessment of the site.
I have completed the attached Critical Area Checklist and attest that the answers provided are
factual, to the best of my knowledge (fill out the appropriate column below).
Owner / Applicant:-
rvce 14arrl �'a4
Name
Applicant Repmsentative:
Nam
V e_
Street Address Street Address
calk" V-J" Ar J"
City, State, ZIP Phofie City, State, ZIP -"Phone
'�*ignature Date
Signature Date
STORM DRAINAGE REPORT
for the
BELL STREET -BUILDING
an
OFFICE/CONDOMINIUM COMPLEX
prepared by
John,W. Mellor, P.E.
CITY coloy
-3
S 0
UNDEVELOPED SITE
The subject property is 60' x 110' with the 60' length along Bell Street and the 110'
length between Bell Street and the alley to the south. This property is moderately
sloped with a topographical change from + 1.66' at the NE corner of the subject property
to - 0.33'at the SW corner of the subject property. This elevation change takes place
over a distance of 125.29. A vertical change of 1.67'over a distance of 125.29'with an
average slope of 1.33%.
The acreage of the subject property is:
60'x 1 10'= 6,600 sq. ft. = 0.1515 acres
43,560 43,560
The existing impervious surfaces presently on the subject site included an old house and
walkway 1, 100 sq ft(built prior to 1979) have been removed
1,100sqft =0.025ac
43,560 sq ftlac
The existing pervious area of the subject site is covered with grass, and shrubs. The
pervious area for this analysis will be the entire site and is 6,600 sq ft or 0. 1515 acres
CN values for the site:
meadowsor pasture ....................................................................................... 85
Time of Concentration for the Onsite Runoff
Refer to the enclosed map -
The runoff route consists of sheet flow from the SE corner of the property to the
NW corner of the property then into the existing catch basin.
Times of concentration
are computed with the following equations for overland flow and open channel
flow as follows:
08 /1
Tt = 0.42(n�&Y * , where So = slope of watercourses are
(P2) 0.5(SO)U.4 2/125.3 = 1.596%
L = length of watercourses are 125.3
ns= Manning's coeff 0. 15 for
areas with short grass
P2= 2yr-24hr rainfall = 1.50
2 0
Ttj *: 0.42(0.15 x 12! .29)0 4.3899 = 18.55 min = Tr_
(1.5)u-02'(0.01 596)u- 0.2366
pervious area CN impervious area CN Tc
0.1515 85 0.0 98 18.55
SBUH results are contained in the back of this report.
DEVELOPED PROPERTY
The developed property will contain a 4 unit condominium and including the driveway will
have 6,600 - 730 = 5,870 sq ft or 0. 13475 ac of new impervious surfaces.
The pervious surfaces will be lawn and landscaping;
the remainder of the site 730 sq ft or 0.01676 acres
The time of concentration for the developed site is based on the runoff time from the
roof of the building, down rain gutters, and through the detention system
Tt = 0.42(nsLI 0, 8 , and V = kfS—o
(P2)0'5 (SO) 0 * 4
Tt L L
60V 60kV—So-
where Sol = slope of roof = 3.125%
L = length of roof run 25'
ns= Manning's coeff. 0.011
P2= 2yr-24hr rainfall 1.50
k 27 for rain gutters
S02 slope of raingutter = 1.0%
L length of raingutter = 25'
S03 slope of collection line = 2.0%
L length of collection line = 24.0'
SO4 slope of detention sys = 0.5%
L length of detention sys = 42'
Tti = 0.42(0.011 x 25)0, 8 = 0.1495 = 0.4830 min
(1.5)"'"(0.03125)0- 4 0.3096
Tt2 = 25' 0. 1543 min
6 0 (2 7 -, � fO-. 0-1
Tt3 = 0. 11 min(run in 24' of 4" PVC collection piping @ 2.0%; 2.84fps)
Tt4 = 0.74 min(run in 42'of 36" CMP detention piping @ 0.50%; 0.81 fps)
Tc = Ttj + Tt2 + Tt3 + Tt4 = 0.483 + 0.154 + 0.11 + 0.86 = 1.61 min
2
2
6
pervious area CN impervious area CN Tc
0.0168 85 0.1348 98 1.61
SBUH results are at the back of this report
Detention Requirements
The added impervious surfaces are 5,870 sq ft requiring the use of the above SBUH
analysis. The RDFAC analysis was run for a 36" CMP pipe. The analysis indicates a
total storage capacity requirement of 263 cu ft. Actually a 27' section of 36" CMP will be
used. -
Checking Detention Capacity
The detention will provided by a 36" CMP pipe. A section of 36" pipe 27' in length will
provide 190.852 cu ft of storage. Additional storage will be provided by a 48" Type 11
catch basin with restrictor with a live storage depth of 3.145'. The Type I-L catch basin
adds 5.778 cu ft/ft x 3.00'ft = 17.334 cu ft. The storage of the entire 36" CMP detention
system is 263.806 cu ft, which is the same as the required 263 cu ft.
48" CB live storage depth 3.145 ft x 12.566 cu ft/ft ..................................... 39.520 cu ft
2' 30" CM P x 4.909 cu ft/ft � ........................................................................... 9.817 cu ft
27'36" CMP x 7.0686 cu ft/ft ................................................................... 190.852 cu ft
2'24" CMP x 3.1416 cu ft/ft ............... j ........................................................... 6.283 cu ft
Type I - L CB live storage depth 3.00 ft x 5.778 cu ft/ft ............................ 17.334 cu ft
263.806 cu ft
Check Riser Overflow Capacity
The flow to check is the 100 year storm, Qioo = 0. 13 cfs. From the formula
QWEIR = 9.739DH 3/2 ; where Q is in cfs, D is in feet(dia) and H in feet, an 8 inch riser can
discharge 2.2955 cfs, with 6" of head Therefore 0.13 cfs is a conservative discharge.
Water Quality
The DOE manual was checked. The manual explains that water quality control for
parking areas with less than .20 stalls the installation of an oil/water separator is the
suggested solution. The restrictor catch basin contains an oil/water separator which
meets the prescribed DOE requirement.
3
SUMMARY OF INPUT ITEMS
1) TYPE OF FACILITY: TANK
2) TANK DIAMETER(ft), STORAGE DEPTH(ft): 3.00, 3.00
3) VERTICAL PERMEABILITY(min/in): .00
4) PRIMARY DESIGN HYDROGRAPH FILENAME: HAR1001)
5) PRIMARY RELEASE RATE(cfs): .05
6) NUMBER OF TEST HYDROGRAPHS: 3
TEST HYD 1 FILENAME: . HAR002D TARGET RELEASE(cfs):
TEST HYD 2 FILENAME: HAR0101) TARGET RELEASE(cfs):
TEST HYD 3 FILENAME: HAR100D TARGET RELEASE(cfs):
7) NUMBER -OF -ORIFICES, RISER-HEAD(ft), RISER-DIAM(in): 2, 3.00,
8) ITERATION DISPLAY: YES
.01
.02
.05
ENTER ITEM NUMBEft TO BE REVISED (ENTER ZERO IF NO REVISIONS AREREQUIRED):
0 ,
INITIAL STORAGE VALUE FOR ITERATION PURPOSES: 540 CU-FT
BOTTOM ORIFICE: ENTER Q-MAX(cfs)
0.023
DIA.= .70 INCHES
TOP ORIFICE: ENTER HEIGHT(ft)
1.66
DIA.= .93 INCHES
ITERATION COMPUTATION BEGINS ...
TRIAL TANK -LENGTH STOR-AVAIL STOR-USED
PK-STAGE
PK-OUTFLOW
1
76.41
540
361
1.91
.03
2
63.8
450
331
2.07
.03
3
55.3
391
310
2.22
.04
4
49.6
350
297
2.37
.04
5
45.8
324
289
2.52
.04
6
43.4
306
282
2.61
.04
7
41.7
294
277
2.68
.05
8
40.5
286
273
2.75
.05
9
39.6
279
270
2.81
.05
10
39.0
275
268
2.86
.05
11
38.5
272
267
2.90
.05
12
3� * 2
269
266
2.93
'.05
13
37.9
268
265
2.95
.05
14
37.7
266
264
2.96
.05
15
37.6
265
264
2.97
.05
16
37.5
265
264
2.98
.05
17
37.4
264
263
2.98
.05
18
37.4
264
263
2.99
.05
19
37.4
264
263
2.99
.05
20
37.3
263
263
2.99
.05
21
37.3
263
263
3.00
.05
PERFORMANCE:
INFLOW
TARGET -OUTFLOW
ACTUAL -OUTFLOW
PK-STAGE
STORAGE
DESIGN HYD:
13
.05
.05
3.00
263
TEST HYD 1:
.06
.01
.01
1.23
100
TEST HYD 2:
.08
.02
.02
1.,77
160
TEST HYD 3:
.13
.05
.05
3.00
260
SPECIFY: D -
DOCUMENT,
R - REVISE, A
- ADJUST
ORIF, E
- ENLARGE,
S STOP
S.C.S. TYPE- AINFALL DISTRIBUTION
ENTER: FREQ( 4), DURATION(HOUR), PRECIP(INCHES)
2,24*,1.5
----------------------------------------------------------------------
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.
0.1515,85,0.0,98,18.55
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS
A A CN
.2 .2 85.0 .0 98.0
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.01 7.83 247
TC(MINUTES) tz�
18.5
ENTER [d:][path]filenamef.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
HAR002U
SPECIFY: C - CONTINUE, N NEWSTORM, P PRINT, S - STOP
C
---------- 7 ------------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2
0.0168,85,0.1348,98,1.61
DATA PRINT-OUT:
L__�
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.2 .0 85.0 .1 98.0 1.6
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.06 7.67 654
ENTER [d:]fpath]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
HAR002D
SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
S.C.S. TYPE-lA TNFALL DISTRIBUTION
ENTER: FREQ(YEA DURATION(HOUR), PRECIP(INCHES)
10,24,2.0
----------------------------------------------------------------------
S.C.S. TYPE-lA DISTRIBUTION
10-YEAR 24-HOUR STORM **** 2.00" TOTAL PRECIP.
---------------------------------- ------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO.
0.1515,85,0.0,98,18.55'
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.2 .2. 85.0 .0 98.0 18.5
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.02 7.83 436
ENTER fd:]fpath]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
HAR01OU
SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
.02 7.83 436
ENTER [d:j[path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
HAR01OU
SPECIFY: C CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
C
----------------------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2
0.0168,85,0.1348,08,1.61
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.2 .0 85.0 .1 98.0 1.6
PEAK-Q(CFS) T7PEAK(HRS) VOL(CU-FT)
.08 7.67 917
ENTER [d:][pathjfilename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
HAR010D
SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
S.C.S. TYPE-lA*INFALL DISTRIBUTION
ENTER: FREQ(YE DURATION(HOUR), PRECIP(INCHES)
100,24,3.0
----------------------------------------------------------------------
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.
0.1515,85,0..0,98,18.55
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
.2 .2 85.0 .0 98.0 18.5
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.05 7.83 870
ENTER [d:][pathjfilename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
HAR10OU
SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
C
----------------------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2
0.0168,85,0.1348,98,1.61
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.2 .0 85.0 .1 98.0 1.6
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.13 7.67 1451
ENTER (d:][pathjfilename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
HAR100D
.'q
0
SUMMARY OF INPUT ITEMS
1) TYPE OF FACILITY: TANK
2) TANK DIAMETER(ft), STORAGE DEPTH(ft): 3.00, 3.00
3) VERTICAL PERMEABILITY(min/in): .00
4) PRIMARY DESIGN HYDROGRAPH FILENAME: HAR100D
5) PRIMARY RELEASE RATE(cfs): .05
6) NUMBER OF TEST HYDROGRAPHS: 3
TEST HYD
1 FILENAME:
HAR002D
TARGET RELEASE(cfs):
.01
TEST HYD
2 FILENAME:
HAR010D
TARGET RELEASE(cfs):
.02
TEST HYD
3 FILENAME:
HAR1001)
TARGET RELEASE(cfs):
.05
7) NUMBER -OF
-ORIFICES,
RISER-HEAD(ft),
RISER-DIAM(in): 2, 3.00,
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: 540 CU-FT
BOTTOM ORIFICE: ENTER Q-MAX(cfs)
0.023
DIA.= .70 INCHES
TOP ORIFICE: ENTER HEIGHT(ft)
1.66
DIA.= .93 INCHES
ITERATION COMPUTATION BEGINS ...
TRIAL TANK -LENGTH STOR-AVAIL STOR-USED
PK-STAGE
PK-OUTFLOW
1
76.4.
540
361
1.91
.03
2
63.8
450
331
2.07
.03
3
55.3
391
310
2.22
.04
4
49.6
350
297
2.37
.04
5
45.8
324
289
2.52
.04
6
43.4
306
282
2.61
.04
7
41.7
294
277
2.68
.05
8
40.5
286
273
2.75
.05
9
39.6
279
270
2.81
.05
10
39.0
275
268
2.86
.05
11
38.5
272
267
2.90
.05
12
38.2
269
266
2.93
.05
13
37.9
268
265
2.95
.05
14
37.7
266
264
2.96
.05
15
37.6
265
264
2.97
.05
16
37.5
265
264
2.98
.05
17
37.4
264
263
2.98
.05
18
37.4
264
263
2.99
.05
19
37.4
264
263
2.99
.05
20
37.3
263
263
2.99
.05
21
37.3
263
.263
3.00
.05
PERFORMANCE:
INFLOW
TARGET -OUTFLOW
ACTUAL -OUTFLOW
PK-STAGE
STORAGE
DESIGN HYD:
13
.05
. 0 5
3.00
263
TEST HYD 1:
.06
.01
.01
1.23
loo'-�
TEST HYD 2:
.08
.02
.02
1.77
160
TEST HYD 3:
.13
.05
.05
3.00
260
SPECIFY: D
DOCUMENT,
R - REVISE, A
- ADJUST
ORIF, E
- ENLARGE,
S - STOP
RECFlvc*r-
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AL 2— P-pov-.i c>.a= 2-- LAyF- R-oF. --.C--R uso -rA 81 L -i Z-A riO�,
-CONSTRUCT!04,
-T.-i ci -rE D
R 045 1 V &I - v5SDM E N-TAT!O14:�At4 PA
CITY OF EDMONDS
Arlririnczq r)f (nn-,tr i irtillin - 509 6 _,eze �,)4t
0
SIN SEWER PERMIT
PERMIT �,I? 8886
Property Legal Description (Include all easements):
cr-P u
it NNOIRKS 1117
Owner and/or Contractor:
State License No
0 Single Family
Multi -Family (No. of Units—)
Commercial
Public
A 01
'I W6, 11;
,—,—I mme
TREATMENT PLANT
Buildi' hg Permit No. '?7,-2G,'X:)
Invasion into City Right -of -Way: 0 No Yes q7- 1-1-5
RW Construction Permit No.
Cross other Private Property:x No El Yes
Attach legal description and copy of recorded easement
I certify that I have read and shall comply with all city requirements
as indicated on the back of the Permit Card.
. Fzs Z-q 7
Date
.110"
CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION
OFFICE USE ONLY
F0,R INSPECTION CALL4JA.3M, PUBLIC WORKS DEPT.
00 7-21-o;2� I
Permit Fee: Issued By
Trunk Charge: Date Issued: q/V9
Assessment Fee: Receipt No.:
Lid No.:
Partial Inspection: Date —Initial.
Comments
Reason Rejected: Date —Initial
Final Inspection Approved: Date-&—( �_,__Initial
PERMIT MLIST� BE POSTED ON JOB SITE
White Copy: File Green Copy: Inspector Buff Copy: Applicant Revised 3/90
Side Sewer Drawing
The City of Edmonds EASEMENT NO - --------------------------------------------
NEW CONSTRUCTION REPAIRS F� LID NO . ................... . ASMT. No . ..................
OWNER ------------------------------------------------------------------------------------------------- CONTRACTOR .................................................................................... PERMIT NO.
....................
L ....... ................... LEGAL DESCRIPTION: LOT NO . ................................. .... BLOCK NO . ....................................
e-
JOB ADDRESS ........ ..... ......
..................................................................................................................................................................
NAME OF ADDITION ----- .............................. EDMONDS
- ------------------------------
4
I
PWW-0001-1 1/75 (REV.1 1178)
;x V-e--e-e - c - -L-
(e
P -
1—i b 4.T
Approved: .
DATE.?:7/7n .... �7 .............. B, ........ ......... 4�-
0
APPLICATION
for
The City of Edmonds SEDE SEWER PERMIT EASEMENT No . ..........................................
NEW CONSTRUCTION 0 REPAIRS E]
TT4-o25oo
Mra. M. J. Tuson
OWNER.............................................................................................................. CONTRACTOR -------------------------------------------------------------------------------------------------- PERMIT No . ......................
ADDRESS ....... �p.8 .... Bell .... St . .......................
.. ...... .. .. ...... .
0
0
0
.......... LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No . ............................................
NAMEOF ADDITION .........................................................................................................................................
Dye Tested On Sewer 1972
Approved:
DATE................................................ By .............................................
in, -- QC)13
RIGHT'OF-WAY CONSTRUCTION
PERMIT Permit Number.
Issue Date:,)
-- A Address or Vicinity of Construction:
B,. Type of Work (be specific): S I d,,� ui . elk Lizm i b�u b'6 #1 L
C. Contractor: IA. /I so-
41
Mailing Address:7' '7
State License #:
D. Building Permit # (if applicable).q717—
Contact: S.2
Phone:
Liability, Insurance: Bond:'$
Side Sewer Permi't # (if applicable):
E. Commercial [J Subdivision 0 City Project Utility (PUD, GTE, VING,,CABLE, WATER)
Multi-Fainily E] Sin le F *1 n Other
INSPECTOR: INSPECTOR:
F. Pavement or Cbnc.rete Cut :.--AgWes 0 No G. Size of Cut: x H. Chargq-$
APPLICANT TO READ AND SIGN
INDEMNITY: Applicant:understands and b his signature to this a plication to hold the City of Edmonds harmlessfrom injuries, da .1 mages,,or cla . ims of any
I y p
kind or description. wh*atsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any �f,its. dfpartments or
employees, including or not limited to the defense of any legal proceedings including defense costs and attorneyfees by reason of granting t4isp&mit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OFONE YEAR FOLLOWING THE FINAL INSPEC-
TIONAND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELIXUNTIL THE FINAL STREETPAT CHIS COMPLETED
BYCITYFORCES,-AT WHICH TIMEA DEBITOR CREDIT WILL BE PROCESSED FOR ISSUANCE TO'THEAPPLICANT
.,Two sets of construction drawings of proposed work required with permit application.
A 24 hour notice is required for inspection. Please call the Engineering Division, 77.1-0226.
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 regul,atio.ns'as requir ed- by'*the City Engineer...
All street cut trench work shall be patched with asphalt or City approved material prior to the end 'of the working day;
NO EXCEPTION$.,'
I have read the above statements and I understand the permit requirements and the pink copy of the permit will be
available on Xite at all times fir inspection purpqses.
Signature:
::724,A �t4 d d�nm Date: 2,
f `7 ' (eohtractorj7A-ke7A)-.
CALLDIAL-A-DIG PRIOR TO BEGINNINGWORK
FOR CITY USE ONLY
APPROVED BY.
TIME AUTHORIZED: VOID AFTER DAYS
SPECIAL CONDITIONS:" -IA, �a� (&4A?nM00 RESTORATION FEE:
T OTAL FEPZ',�2
RECF1FPTNQ;
JU
RIGHT OF WAY FEE: 501
DISRUPTION FEE/FUND I 11:
ISSU
NO WORK: SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng . . Div 1997
77 .7�
-7.
Cit of Edmon#
y
RIGHT-OF-WAY CONSTRUCTION—
-75
PERMIT Permit Number.
R,— 9-1
Issue Date:
Viciuity.df nst n:, Seb R�/]
;A. Address 0 Co 1* ruc6o
Ii. of Wbrk'(be fic):'
a so
6rvIry rrIXOM
C Contractor: �rvtin Aetf)" Contact:
Mailing Address: /foo Jur. Phone: 177k- q-74CR
State License #: Liabil ity Insurance: Bond: $
D. Building Permit # (if applicable): Wor YE7 15sat-0 Side Sewer Permit # (if applicable):
:4f.-Q1)S4b4i8,ision_.�-
[P"-C� eiciaF _jqTE-v,WN9,,,.GA�,BLE;fW -TER)�;,.*�11��_.�,f.
Ciiyi*9j.
Multi-F;�*rniily E] Single Family
Other
I 'SPEJ; CTOR__: INSPECTOR:
N
41
F. Pay4nent or Concrete Cut Yes 7NO G. Size of Cut: x H. Chargt�
4P N
D ANDS
APPLICANT TO "A
INDEMNITY. -A licant understands and by his signature to this application to hold the City ofEdmonds harmlessfrom injuries, damages, or claims ofany
pp
kind or description ivhat�oever, foreseen.or unforeseen, that may be made against. the City of Edmonds; or any o� its departments or
elwploy�es, including or �ot'limifed 19; the. defense ofaly lejal,proceiodifi udin� defeh�e`c6sts a�d att�rn�� ees by ��epson qfg�anting.fhis permit.
.gs., cl .1 f
it. -RESP LE FOR WORKAIANSHIP,ANDAlATERIALS FOR, -0 - NE YEAR FOLLOWING THE FINAL INSPEC-
THE,COI.VTRACT'OR �S 6,ksiB- �'PERIQD OF
%UNTIL,-'�IIE FINAL STREET PA TCH IS COMPLETED
TION AND ACCEPTANCE OFTHEVORK 7ESTIMA TED RESTQRA TION FEES -WILL BE HELD
BYbTY�F6RCE'S',AT-WH1 . CH TIME , A DEBIT OR CREDIT WILL BE PR6'CE$SED FO I R ISSUA NCE. TO TH EAPPLICA I NT.
Two sets of construction drawings of proposed work required with permit application.
A 24 hour notice is required for inspection. Please call the Engineering Division, 771-01220.
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 atal I times.
Traffic Control and.Public Safety shall be. in accordance with City regulations as required by the City Engineer.
All streetcuttrench work shall be patched with asphaltorCity approved material priortothe end of theworking day;
NO EXCEPTIONS.
A.
��stai I id the permit r&q . uirenien d
e read ih' velstatem6ints and und t� an' the pinke'opy of the,p�rmit will be
-1 hav* e 0.
available-o"itgrat a times )r ins'pectitin purposes.
Signature: W4A 1A4,U092q Date: Z
rAg7ent)
(contractor o
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
FOR CITY USE ONLY
APPROYED BY: RIGHTbFWAYFEE:
N,
TIME AUTHORIZED: VOT DAYS DISRUPTION
D AFTER FEE/FL.YND'I I I.:
X4
SPECIAL CONDIT
C1 V/4- RESTORATION FEE:
TQTA,L.FEE:
RECEIPT NO.:
ISSUED BY: J
NO WORK SHALL BEGIN PRIOR TOPERMIT ISSUANCE Eng. Div 1997