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DRAINAGE NOTES AND CALCULATIONS
AT
59t4 Ave. NE
Arlington, WA
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(425)252,
H N Lehtinen
Enizineerin!
3216 Wetmore Ave.
Everett, WA 98201
(425) 252-23 73
INTRODUCTION
The purpose of this report is to describe and evaluate the existing and future
drainage condition, on and off-site analysis, including upstream and
downstream for the proposed development. A staff member of this office
visited the site observing existing drainage patern, topography, ground
cover, surface water and high water table.
EXISTING CONDITION
The 3.76 Ac site located on Arlington Airport. The level site is covered with
short grass. The predominant soil type is Lynnwood loamy sand. The site is
relatively flat (0-1%) slopping west.
No surface water or ground water was observed.
DEVELOPED CONDITION
Proposed site improvement include (3) three buildings and associated
parking. The existing building will be demolished and/ or removed.
A storm water infiltration facility has been designed per D.O.E. manual and
City of Arlington guidelines. Water quality will be provided by oil/ water
separator and sediment vault that will collect all storm water generated by
the developed the site.
The oil/ water separator will treat the 6 month 24 hr design storm. The
infiltration trench will be sized for 100- year design storm of the developed
site, and will be sized by 2 as additional safety factor.
Infiltration rate of 4.13 in/l r. is used.
UPSTREAM ANALYSIS
Because of the level site and adjacent level sites, the adjacent sites are not
contributing any significant amount of storm water runoff onto the project
site.
There is no significant impact from up- slope of this project site.
DOWNSTREAM ANALYSIS
As stated above, the site and adjacent sites are relatively flat. No significant
storm water runoff is leaving the developed site, and consequently will have
no significant impact down- stream of the project site.
SOIL DATA
8' test holes were excavated indicating soils similar shown in " Soil survey
of Snohomish County Area Washington".
0-l' Loamy sand
1-3' Loamy sand, loamy find sand
3-8' Loamy sand, coarse sand
No ground water precent.
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CLEARHIS
RLPCOMPUTE [vault] SUMMARY
2 yr Match Q: 0.0407 cfs Peak Out Q: 0.6883 cfs- Peak SW: 100.57 ft-Active Vol:
962.45 cf
10 yr Match Q: 0.3003 cfs Peak Out Q: 0.8948 cfs- Peak Stg: 101.34 ft-Active Vol:
2255.85 cf
100 yr Match Q: 0.7112 cfs Peak Out Q: 1.2265 cfs- Peak Stg: 102.58 ft-Active Vol:
4334.75 cf
Other Match Q: 0.0383 cfs Peak Out Q: 0.5963 cfs- Peak Stg: 100.23 ft-Active Vol:
385.39 cf
Running E:\Apps%StormShed\Example\vault Report.pgm on Thursday, July 19, 2001
Summary Report of all RLPool Data
Project Precips
[2 yr] 1.70 in
15 yr] 2.25 in
[10 yr] 2.50 in
[25 yr] 2.75 in
[100 yr] 3.50 in
[Other] 1.27 in
BASLIST2
[predev] Using [TYPE1A]As[2 yr]
[predev] Using [TYPE1A]As [10 yr]
[predev] Using [TYPE1A]As [100 yr]
[predev] Using [TYPE1A]As [Other]
[develop] Using [TYPE1A]As[2 yr]
[develop] Using [TYPE1A]As[10 yr]
[develop] Using [TYPE1A]As[100 yr]
[develop] Using [TYPE1A]As [Other]
LSTEND
BasinlD Peak Q Peak T Peak Vol Area Method Raintype
Event
------- (cfs) (hrs) (ac-ft) ac /Loss
predev 0.0813 9.17 0.1022 3.76 SBUH/SCS TYPE1A 2 yr
predev 0.3003 8.50 0.2469 3.76 SBUH/SCS TYPE1A 10 yr
predev 0.7112 8.17 0.4692 3.76 SBUH/SCS TYPE1A 100
yr
predev 0.0383 22.00 0.0443 3.76 SBUH/SCS TYPE1A
Other
develop 1.2119 8.00 0.4158 3.76 SBUH/SCS TYPE1A 2 yr
develop 1.8644 8.00 0.6509 3.76 SBUH/SCS TYPE1A 10 yr
develop 2.6882 8.00 0.9512 3.76 SBUH/SCS TYPE1A 100
yr
develop 0.8683 8.00 0.2930 3.76 SBUH/SCS TYPE1A
Other
BASLIST[TYPE1A] AS [2 yr] DETAILED
[predev] [develop]
LSTEND
Drainage Area: predev
Hyd Method: SBUH Hyd Loss Method: SCS CN Number
Peak Factor: 484.00 SCS Abs: 0.20
Storm Dur 24.00 hrs
Area CN TC
Pervious 3.7600 ac 78.00 0.63 hrs
Impervious 0.0000 ac 0.00 0.00 hrs
Total 3.7600 ac
Supporting Data:
Pervious CN Data:
Pervious Area 78.00 3.7600 ac
Pervious TC Data:
Flow type: Description: Length: Slope: Coeff: Travel Time
Sheet Grass 300.00 ft 1.00% 0.1300 38.10 min
Drainage Area: develop
Hyd Method: SBUH Hyd Loss Method: SCS CN Number
Peak Factor: 484.00 SCS Abs: 0.20
Storm Dur 24.00 hrs
Area CN TC
Pervious 0.4900 ac 78.00 0.63 hrs
Impervious 3.2700 ac 98.00 0.09 hrs
Total 3.7600 ac
Supporting Data:
Pervious CN Data:
Prototype subarea 78.00 0.4900 ac
Impervious CN Data:
Bldg.A, B, C and driveway 98.00 3.2700 ac
Pervious TC Data:
Flow type: Description: Length: Slope: Coeff: Travel Time
Sheet Landscaping 300.00 ft 1.00% 0.1300 38.10 min
Impervious TC Data:
Flow type: Description: Length: Slope: Coeff: Travel Time
Sheet Bldg.A, B, C and driveway 300.00 ft 1.00% 0.0110 5.28 min
HYDLIST SUMMARY
[2 yr out] [10 yr out] [100 yr out] [6 month out]
LSTEND
HydID Peak Q Peak T Peak Vol Cont Area
------- (cfs) (hrs) (ac-ft) (ac)
2 yr out 0.69 8.33 0.4156 3.7600
10 yr out 0.89 8.50 0.6509 3.7600
100 yr out 1.23 8.67 0.9511 3.7600
6 month out 0.60 8.17 0.2937 3.7600
STORLIST
[trap]
LSTEND
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Node ID: trap
Start El: 100.0000 ft Max El: 102.0000 ft
Contrib Basin: Contrib Hyd:
Length Width Void Ratio
1400.0000 ft 4.0000 ft 30.00
DISCHLIST
[infiltr.]
LSTEND
Control Structure ID: infiltr. - Infiltration control structure
Descrip: infiltr.
Start El Max El Increment
100.0000 ft 102.0000 ft 0.10
Infil: 4.13 in/hr Multiplier: 1.00
r
SOIL SURVL OF SNOHOMISH COUNTY AREA, 1 HINGTON - SHEET NUMBER 19
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30
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39 77
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m pssiny ° l 4 _ 12.( � 7
$$ERVATION BOUNDARY ��
3/4 112 1/4 0 `J 1 1 2 1
1 0.5 i 0 1 2 KILOMETERS
SCALE 1:24 000
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Snohomish County Area, Washington
r I 185
TABLE 14.--PHYSICAL AND CHEMICAL PROPERTIES OF SOILS--Continued
{ i i I Erosion I
Soil name and IDepthiClay <2mm1 Permeability ,1 Available 1 Soil 1 Shrink-swell factors JOrganic
map symbol 1 1 i -- ---w i water capacity ;reaction; potential 1-T-1 matter
' i 1 K I T
n Pct In7hr , in/in pH per
j0 --------------� 0-7 i 0-5 i 2.0-6.0 1 0.08-0.11 15.1-6.0 1Low-------------0.241 5 i 1-2
ynnwood 7-291 0-5 i 6.0-20 I 0.07-0.10 15.1-6.5 !Low------------10.241 {
129-601 0-5 1 6.0-20 i 0.05-0.08 15.1-6.5 1Low------------10.171 1
1 1 1 1 i 1 i I 1
31•: 1 1 i 1 1 t i I 1
Lynnwood--------1 0-7 { 0-5 1 2.0-6.0 1 0.08-0.11 i5.1-6.0 ;Low----------- 0.241 5 1 1-2
1 7-291 0-5 1 6.0-20 i 0.07-0.10 15.1-6.5 !Low------------10.241 1
129-601 0-5 1 6.0-20 1 0.05-0.08 15.1-6.5 ILow------------10.171
1 1 I I It i
Nargar----------1 0-6 1 --- 1 0.6-2.0 1 0. 18-0.22 15.6-6.5 1Low------------i0.321 5 1 1-2
1 0.6-2.0 0.1,8-0.22 15.6-6.5 ILow------------i0.241
126-411 0-10 1 2.0-6.0 1 0.05-0.08 16.1-6.5 1Low------------10.171 1
141-601 0-10 I >20 i 0.03-0.06 16.1-6.5 !Low------------10.151 i
I i i i i I 1 1
32---------------}'} 0-8 1 10-25 1 0.6-2.0 i 0.16-0.19 14.5-7.3 !Low------------10.32t 3 1 3-15
McKenna i 8-331 20-35 1 0.06-0.2 i 0.12-0.16 15.1-7.3 IModerate-------10.32. i
133 1 --- 1 Z = --- _---------------I--- {
33---------------I 0-4 1 10-15 { 0.6-2.0 1 0.22-0.25 15.6-6.5 ILow------------10.321 5 1 2-5
Menzel i 4-161 10-15 i 0.6-2.0 1 0.20-0.25 16.1-7.3 !Low------------10.431
116-601 10-15 1 0.6-2.o 1 0.14-0.20 16.1-7.3 ILow------------10.431 1
! 1 i i i 1 i 1 1 1
r' 34---------------1 0-4 1 --- i 0.6-2.0 { 0.30-0.34 14.5-5.0 ILow------------10.101 5 { 20-40
Mukilteo 1 4-351 --- i 0.6-2.0 i 0.30-0.34 14.5-5.5 1Low------------1----1 i
135-541 - 1 0.6-2.0 1 0.30-0.40 14.5-5.5 !Low------------i----i {
154-601 --- i 2.o-6.o I 0.10-0.14 16.6-7.3 !Low------------10.371 1
i i i i 1 1 1 1 I
35, 36-----------1 0-6 1 --- i 0.6-2.0 i 0.18-0.22 15.6-6.5 Mow------------10.32i 5 1 1-2
Nargar 1 6-261 --- 1 0.6-2.0 { 0.18-0.22 15.6-6.5 ILow------------10.241 1
126-411 0-10 1 2.0-6.0 i 0.05-0.08 16.1-6.5 1Low------------10.171 {
141-601 0-10 1 >20 i 0.03-0.06 16.1-6.5 !Low------------10.151 i
I 1 { 1 I I = 1
I
i
3
Nargar----------1 0-6 1 --- I 0.6-2.0 i 0.18-0.22 15.6-6.5 iLow------------i0.321 5 { 1-2
1 6-261 --- 1 0.6-2.0 1 0.18-0.22 15.6-6.5 !Low------------10.241 i
126-411 0-10 1 2.0-6.0 i 0.05-0.08 16.1-6.5 1Low------------10.171 1
141-601 0-10 1 >20 i 0.03-0.06 16.1-6.5 !Low------------10.151 1
I 1 i 1 1 i 1 1 1
Lynnwood--------1 0-7 1 0-5 1 2.0-6.0 1 0.08-0.11 15.1-6.0 Mow------------10.241 5 1 1-2
7-291 0-5 1 6.0-20 1 0.07-0.10 15.1-6.5 1Low------------10.241 i
{29-601 0-5 { 6.0-20 i 0.05-0.08 15.1-6.5 !Low------------10.171
38---------------1 0-4 1 --- { 0.6-2.0 I 0.14-0.18 15.6-6.0 !Low------------10.241 5 1 1-2
Nargar Variant i 4-311 --- i 0.6-2.0 1 0.14-0.18 15.6-6.5 1Low------------ 0.241 '
i
131-601 0-10 I 6.0-20 1 0.04-0.08 16.1-6.5 !Low------------ 0.171 '
39---------------; 0-101 10-15 1 o.6-2.0 1 0.19-0.21 15.6-6.5 Mow------------10.241 5 { 5-15 -
Norma 110-281 5-10 1 2.0-6.0 1 0.12-0.15 i5.6-6.5 ILow------------1----1 i
128-601 5-20 { 0.6-2.0 i 0.12-0.15 15.6-7.3 !Low------------
I i
I 1 1 I i I 1 i 1 ✓
Sq0 --------------1 0-9 1 10-15 { 0.6-2.0 i 0.19-0.21 14.5-5.0 !Low------------10.371 5 { 2-5
orma Variant 1 9-261 20-35 { 0.2-0.6 1 0.19-0.21 15.6-6.0 IModerat2-------10.321 1
126-351 5-10 i 2.0-6.0 i 0.11-0.13 i6.1-6.5 1Low---------1--10.321 I
135-601 0-5 i 6.0-20 i 0.06-0.08 16.1-6.5 !Low------------10.201 {
Ogarty----------` 0-6 1 --- { 0.6-2.0 i 0.08-0.11 14.5-6.0 1Low------------i0.241 2 1 5-10
6-38i --- { 0.6-2.0 1 0.06-0.10 15.1-6.0 1Low------------10.281 i
1 38 1 { --- 1 --- i --- i---------------1----1 {
I ` 1
- Tokul-----------1 0-4 1 --- i 0.6-2.0 1 0.16-0.19 15.1-6.5 !Low------------i0.281 2 1 15-20
1 4-221 --- 1 0.6-2.0 1 0.15-0. 19 15.1-6.5 !Low------------10.321
122-311 --- 1 0.6-2.0 i 0. 14-0.18 15.1-6.5 !Low------------10.281 1
1 31 i --- { --- i --- I --- i---------------i----i I
Rock outcrop. 1
See footnote at end of table.
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Soil survey
176
TABLE 13.--ENGINEERING INDEX PROPERTIES--Continued
Classification ,Crag- , Yercentage passing ,
Soil name and ;Depth; USDA tex+*ure ; lments ! sieve number-- !Liquid } Plas-
map symbol ! ! ! Unified ; AASHTO 1 > 3 ! I limit ; ticity
;inches! 4 1 10 1 40 1 200 1 ! index
--TTn—� --- Fct , i
'
27, 26, 29------- 0-6 !Silt loam ,A-4 0! ' ' 100 1 100 190-100}80-90 } 25-40 ! NP-10
! , �
Kitsap 1 6-33}Silt loam, silty :ML, MH !A-4, A-5,1 0 195-100l90-100190-100185-1001 35-55 } 5-20
! 1 clay loam. I 1 A-7 } 1 1 i
l33-60'Stratified silt lML, MH !A-4, A-5,1 0 195-100190-100190-100:85-1001 35-55 } 5-20
,
} } to silty clay I A-7 i }
! ! loam.
30---------------; 0-7 !Loamy sand-------'GSM :A-2 ! 0 195-100190-100150-80 120-35 1 --- } NP
Lynnwood 1 7-29}Loamy sand, loamy:SM !A-2 0 180-100175-100150-75 115-35 --- NP
' } fine sand. I
129-60}Loamy sand, sand :SM SP-SM !A-2, A-3, : 0 180-100175-100l40-75 1 0-30 } S NP
I loamy fine sand. ; SP ! A-1 ! ! ! } } ,
! } ! ! ! ! ! } } !
3Lynnwood--------! 0-7 !Loamy sand-------:SM 'A-2 1 0 195-100l90-100l50-80 120-35 ! --- ! NP
7-29lLoamy sand, loamy,SM IA-2 ! 0 180-100175-100150-75 115-35 1 --- ! NP
} fine sand. I 1 ! i I ,
129-60lLoamy sand, sand„SM, --- NP SM, SP-SM, IA-2, A-3, 1 0 l80-100l75-100;40-75 S 0-30 I �
! ! loamy fine sand. . SP A-1
l ,
Nargar----------1 0-6 }Fine sandy loam lML, SM !A-4 ! 0 190-100185-100165-90 135-60 ! 25- 1 NP-5
' 1 6-26lLoam, fine sandy :ML, SM :A-4 i 0 190-100:85-100150-90 135-60 ' 25-40 l NP-10
} loam, sandy }
} loam. I
126-41lStratified fine GSM .A-1 , A-2 ! 0 160-100150-100140-80 110-30 � 20-30 1 NP-5
1 1 ,
! ! sand to coarse I
sand. ' --- NP
141-601very gravelly :GM 'A-11 A-2 } 0 :40-60 125-50 ;20-40 110-30
1 loam coarse
sandy 1 } ! ! 1 1 I }
1 1 }
0-8 }Gravel! silt :ML, GM 1A-4 1 0-5 l60-80 155-75 155-65 140-60 } 20-40 1 NP-10
McKenna ! I loam. 1 I I ! i 1 1 I
, 8-33lGravelly silt ;GM-GC, GC,!A-4, A-6 1 0-5 165-90 150-75 145-65 140-60 S 25-40 ! 5-15
j loam, gravelly CL-ML, CL;
} clay loam,
,
} gravelly loam. I I } }
! 33 :Cemented---------�
33---------------1 0-4 !Silt loam--------:ML IA-4 1 0 1 100 1 100 175-90 160-85 1 20-30 ; NP-5
Menzel 1 4-16lSilt loam, very !ML }A-4 ! 0 185-100185-100170-85 150-70 1 20-30 ! NP-5
I fine sandy loam, !
! } loam. }
i
116-60}Silt loam, very IML, SM !A-4 ! 0 l85-100l85-100l75-80 ;40-70 20-30 NP-
}
� ! I fine sandy loam, !
fine sandy loam. :
34---------------1 0-4 :Muck-------------lPt, OH 11A-8 ! 0 ---
Mukilteo i 4-35:Hemic material---}Pt }A-8
l35-541Hemic material, !Pt 1A-8
sapric material-. !
154-60:Fine sandy loam !ML IA-4 ! --- ! 100 1 100 175-85 150-60 ! 20-30 ! NP-5
35, 36-----------1 0-E ',Fine sandy loam lML, SM lA-4 ! 0 l90-100l85-100l65-90 i35-6o ! 25-
Nargar ! 6-26!Loam Y
fine sand !ML SM !A-4 ! 0 190-100185-100150-90 :35-6Q ! 25-40 NP-10
} loam, sandy
loam.
}26-411Stratified fine ism IA-1, A-2 } 0 160-100150-100140-80 110-30 ! 20-30 1 NP-5
} } sand to coarse
} } sand.
}41-60}Very gravelly !GM �A-1 , A-2 } 0 140-60 125-50 120-40 110-30 1 --- ! NP
} 1 ! } ! l l
} } loamy coarse
sand.
See footnote at end of table.
7�p
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City �EGLer VF-6
Of FEB 21 20OZ
Arlington February 20, 2002 C/Ty O
ARL/N
Development Mr. Don Wright
D. J. Wright & Assoc.
Services 18619—58`h Ave. NE, Bldg. 20 �1
238 N. O�ynipic Ave. Arlington, WA. 98223
Arlington, WA 98213
RE: Grading Plan Review Comments
Dear Don:
Administration Attached you will find the review for the submittal of grading plans for
360.403.3500
the above referenced proposal. The following changes need to be made:
'
➢ Show TESC
Building ➢ Label building to be demolished
360.403.343l ➢ Show construction entrance and standard detail
➢ Show quantities of export and import material
➢ Is the entire site to be graded? Please show construction limits.
Engineering ➢ Add note: "Prior to demolition, contact the Utilities Division
360.403.3500 360.403.3524 to coordinate termination of utilities"
➢ Show septic systems to be abandoned. (Proof of pumping and
Planning abandonment shall be required)
360.403.3434 ➢ It would help if the plans weren't quite so cluttered with what is
proposed to be built. Rather, show what the intent of the grading
operation is.
Utilities
360.403.3500 After making the changes, please return one (1) paper copy of the re-
submittal for review. Should you have any questions or require_
additional information please call me at 360.403.3527.
ISincer-ly,
�� an--5
,
Engineering Technician
File
L����L�w OF 41111t'r°- KSMOUTT
CITY OF ARLINGT( n
DEPARTMENT OF COMMUNITY DEVELOPMENT
238 N Olympic, Arlington, WA 98223 '°° "°' l-
DAl'E �� O /
�Building ❑ Engineering ❑ Planning ATTENTION
Phone 06)435.0724 FAX (206) 435.3906 RE: a/25
TO — `E
_the following items:
> WE ARE SENDING YOU [I Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order
DESCRIPTION
COPIES AT NO.
� s
ro
THESE ARE TRANSMITTED as checked below: approval
❑ Resubmit copies for app
❑ For approval ❑ Approved as submitted Submit copies for distribution
❑
❑ For your use ❑ Approved as noted corrected prints
❑ As requested ❑ Returned for corrections ❑ Return
❑ For review and comment ❑
R BIDS DUE 1g�❑ PRINTS RETURNED AFTER LOAN TO US
❑ FO «r��
REMARKS
COPY TO ----
SIGNED:
40%Pre-Consumer Content•10%Post-Consumer Content
If enclosures arar not as noted, kindly notify us once.
10 � Inc,Omlun,Mm 01471
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CITY OF AR'111% . jN LEUI M 0CF cTIRRAZO TTRIL
DFIPARTMENT OF OOP't¢IMt1NDq DIRVELOPMENT
238 fd, Olympic, Arlington, WA 98223
DATE r / o ri JOB NO.
L- Ounding I._1 lEngirteerfng I0 Planning ATTENTION I ( UUU CCC !
Phone (1206) 435-0724 FAX (206) 435-3906
RE: /
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> WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES PATE NO. DESCRIPTION
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THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
> ❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment
❑ FOR BIDS DUE _19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
40 k Pre-Consumer Content-10%Post-Consumer Content SIGNED:
PRODUCT24O Inc,Groton,Mm 01471 If enclosures are not as noted, kindly notify us 01400.
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DEC 13 2001 PAID —CRI BY
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DEC 13 2001 PAID CRII BY
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