32ND E 15112 Christ Beginnings Child Ctr Chg of Use from Res
,
DATE FILED ENGINEER'►J FXVIEW SHEE'l'
BY
MYLAR#
CANCELED
AS BUILT PLANS RECEIVED
BLDG. PERMIT # B96192 _96
Related File # (ZE-12-78)
. Building Dept # (996008030)
Date to Review 10/02/1996 Time 10:00 Review Type Pre-Construction
Date Received 09/24/ 1996
Project Name CHRIST BEGINNINGS CHILD CTR CHG OF USE FROM RES BLDG SQ FT
Range - Township - Section
. 45351.0319
SITE ADDRESS 32 ND E 15112 / E PROGRESS/W SOMMER PARCEL
Applicant's Name JOLENE AI.LEN Phone # 926-6332
Address 14316 E 3RD CT Phone 2#
SPOKANE WA 99216 FLOOD
ZONE No
Billing Name Owner JOLENE ALLEN Engineer
Address Address 14316 E 3RD CT Company
SPOKANE WA 99216 Address
Si ned Ciry:
g
Phone Phone 926-6332 Phone/FAX
Building Contact Person: Jeff Forry Ext 103 / CAROL FRAZIER Phone # 456-3675
Date Submitted Description Initials
DATE FEES REkEW-El~ _ \ y
- DATE PRIORITY FEES RECEIVED COP TO ACCOUNTIN ~
- - ~
~ -
NOTICE TO PUBLIC # 13 4 6 COMPLETED - OR NEEDS TO BE SIGNED
DESIGN DEVIATION SUBMITTED/DATE COMPLETED - MAILED
DATE BOND RECEIVED - BOND AMOUNT RECEIVED
DATE BOND RELEASED - DATE AS BUILT RD PLANS
DATE RD PLANS APPROVED - NEW ROAD STANDARDS (MAY 15, 1995)
STAMPED MYLARS TO PERMIT TECHNICIAN (SYL/SUZANNE)
i
~ APPROACH PERMIT # ROAD/S WIDHT/S
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PROJECT NUMBER= 9800036--i APPLICATIQN 01/20/98 PAGE= 01
PROJECT NUMBER= 98000364 APPLICATION DATE= 01/20/98 PAGE= 01
THIS IS NOT A PERMIT
PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT
SITE STREET= 15112 E 32ND AVE PARCEL#= 45351.0319
ADDRESS= VERADALE WA 99037
PERMIT USE= CHANGE OF [1SE; KINDERGARTEN W/DAYCARE
PLAT#= 002749 PLAT NAME= VERA
BLOCK= 2 LOT= 19 ZONE= SR-1 DIST##= F
AREA= 00000000 F/A= F WIDTH= 160 DEPTH= 330 R/W= 40
# OE' BLDGS= 2 # DWELLINGS= 1 WATER DIST = VERA
OWNER= CHRIST BEGINNINGS CHILD CARE PHONE= 509 926 6332
STREET= 14316 E 3RD CT
ADDRESS= SPOKANE WA 99216
CONTACT NAME= JOLENE ALLEN PHONE NUMBER= 509 926 6332
BUILDING SETBACKS : FRONT= EXIS LEFT= EXIS RIGHT= EXIS REAq= EXIS.
REVIEW INFORMATION **~*~~3.=*~~.~**~*****~*~~**~
DEPARTMENT REVIEW REQUIREMENT
BUILDING REVIEW COORDINATOR - C FRAZIER COMMENTS:
BUILDING PLAN REVIEW REQUIRED
h-~
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COMMENTS: ' BUILDING ZONING/SITE REVIEW
COMMENTS : `~'V1d.SLf~~' 1'-e/1 . 'Z4.r1. ~.5 i~i Gtt~ Gt.c,E.l-5 Sd~~ u ~ q,,• -~e__ _ Q~1; s ,
~-ty~►~l~t : ~ ~ 3t~~~~ . . . ; _ . . ,
ENGINEER APPR ACH/FLOOD PLAIN/DRAINAGE,
COMMENTS : "n ) , • .
. , -L,~ , • . , • .
ENGI NEER S ITE DRAINAGE TO BE REVI EWED
. „ r.:_ . . . .
COMMENTS : ,e . . . , . , _ • ' . rr' , •
' . .
HEALTHDIST INCREASE IN'LOT ' , ~~i' , - ' . . ; , • , .
COVERAGE
' , - • . ,'1 , ; ; ~ , I .
COMMENTS:
, . , , - , „ . .
' } . r. .',r.' ' ' . 1, ' , ' ; ' ~`l*':~- •k • • i
HEALTHDIST PUBLIC/PRIVATE`'.SCHOOI,Y ' ,J. ; f~. - ~ i~~;-' ' ~ r, ~ f • '.f. ' S , ♦ ' ' ~
y . ' , i _ 'o-' _ • < . • • • , • ~ ` t _ t:~5~'ty' ` • • ' . • , t'+~';.
, PROJECT NUMBER= 9 OC, 276 !24/98 PAGE= 0 1
PROJECT NUMBER= 9Z~ 00 \ 276 V\/GLL-~ / 24/ 9 8 P A G E= 01
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PENALTIES WILL BE ASS I' A PERMIT ;
SITE STREET= 15112 E 32N 51.0319
ADDRESS= VERADALE WA
PERMIT USE= BREEZEWAY C ERT GARAGE TO DAYCAR ~
E
PLAT#= 002749 PL
BLOCK= 2 = F
AREA= 00000000 F/A= F WIDTH= lbU 330 R/W= 40
# OF BLDGS= 2 # DWELLINGS= 1 WATER DIST = VERA '
iOWNER= ALLEN, JOLE PHONE=
STREET= 15112 E 3 VE ' .
ADDRESS= VERADAI,E WA 99037
;
CONTACT NAME= JEE'F MCRAE PHONE NUMBER= 509 991 0158 %
>
BUILDING SETBACKS: FRONT= EXIS LEFT= EXIS RIGHT= EXIS REAR= EXIS
REVIEW INFORMATION .
DEPARTMENT REVIEW REQUIREMENT ,
>
BUILDING REVIEW COORDINATOR - C FRAZIER
i
COMMENTS:
B U I L D I NG PI,AN REVI EW REQU I RED
COMMENTS:
ENGINEER SITE DRAINAGE TO BE REVIEWED
„
COMMENTS :
HEALTHDIST INCREASE IN I,OT COVERAGE
COMMENTS: • BUILDING PERMIT
CONTRACTOR= HILAND CONSTRUCTION PHONE=,509 922 8980 .
STREET= 4135 S CONKLIN RD
ADDRESS= GREENACRES WA 99016
NEW= REMODEI,= ADDITION- X CHANGE OF USE= DWELL UNITS= OCCIIP. LD= , . ,BLDG HGT= 12 STORIES= 1 ,
BLDG W X D= 9 X 10 SQ FT= 90 -S PRINKI,ER= N
REQ PARKING= #HANDICAP= CRITICAL MAT= N •z.Y• 24 .4 ~5 d,k ct kA-, ~~~cs
e
. s
Page 1
OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
Project: Christ Beginnings Daycare Date: 10/2/96
Address: E. 15112 32nd Avenue Ref No. B96192
Parcel No: 45351.0319 Review Pre-Con
The County Engineering Department has completed a review of
the above referenced project. The following information must be
provided in order for us to proceed with our review.
A) A drainage plan for the site shall be prepared by a
Professional Engineer, in compliance with Spokane County
"Uuidelines for Stormwater Management". At a minimum the
plan must contain:
. 1. Drainage calculations for stormwater volumes
generated on site.
2. Calculations for total impervious surfaces
contained within the site.
3. Finished grade elevations for structures to be
constructed on site.
4. Copy of the proposed landscape plan.
5. A typical cross section of the 208 swale.
" 6. Calculations to justify the number and type of
drywells proposed.
7. Elevation of drywell inlets where applicable.
8. Finished grade elevations at the top and bottom of
the 208 swale.
B) The subject property is affected by the "Findings and
, Order" and the "Conditions of Approval" for the following
land use action:
Spokane County Zone Change No. ZE-12-78
C) The following improvements within adjacent Right of way
are required prior to the release of a building permit:
1. You must submit road and drainage plans for street
improvements. These must be prepared by an
engineer. Plans must be prepared for the following
streets:
a. 32nd Avenue, Principal Arterial
All required construction (sidewalk/curbing/pavement) within the
Public Road Right of Way is to be completed prior to the release
~
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of a building permit or a financial guaranty in an amount
estimated by the County Engineer to cover the cost of
construction or improvements shall be filed with the County
Engineer. Required plans are to be submitted prior to estimating
• the amount of the financial guaranty or permit release.
. 2. As an alternative to the required road improvements
the County will accept an RID/CRP agreement "Notice to Public No.
6" on the property.
3. Please submit a copy of the recorded property deed
from the Auditors office for the subject property. Upon receipt
of the deed our staff will prepare the right of way deed and/or
RID/CRP agreement.
. 4. Approach permits must be obtained, after a site
plan has been approved, and before the issuance of a building
permit, from the County Engineering Department for any new or
improved driveway approaches to the following streets:
a. 32nd Avenue
D) The following items must be reviewed and approved prior
to the Engineering Department releasing its portion of
the permit:
1. Site Plan
- 2. Site Drainage Plan
3. R.I.D. Agreement
4. A parking and traffic circulation plan shall be
submitted and approved by the Spokane County Engineer. The
design, location and arrangement of parking stalls shall be in
accordance with standard traffic engineering practices. Paving as
required by the County Planning Ordinance, will be required for
any portion of the project which is to be occupied or traveled by
vehicles. It is illegal to back out onto the Right of Way.
E) Utility Condition: Permittee is responsible for arranging
for all necessary utility adjustments or relocation as
required for completion of the improvement.
F) The owner of the property or the authorized
' representative must complete and sign Spokane County
. Engineers "Agreement to Pay Fees". This document must be
returned to the County Engineers Office. Plan review will
not be completed until this document is executed. This
document is attached to these comments. Please return
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the completed Agreement to your contact person at the
" Engineers Department.
The applicant or their representative is responsible for
including each item that is marked "Required By This Project" in
their submittal in accordance with the checklist descriptions.
Each item submitted that is to meet the checklist shall be
checked off by the applicant or-their representative.
Your contact person at the County Engineering Department is
Doug Busko, 456-3600.
. ' ' Page 1
OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
Project: Christ Beginnings Daycare Date: 10/2/96
" Address: E. 15112 32nd Avenue Ref No. B96192
Parcel No: 45351.0319 Review Pre-Con
'I'he County Engineering Department has completed a review of
the above referenced project. The following information must be
provided in order for us to proceed with our review.
A) A drainage plan for the site shall be prepared by a
Professional Engineer, in compliance with Spokane County
"Guidelines for Stormwater Management". At a minimum the
plan must contain:
1. Drainage calculations for stormwater volumes
generated on site.
2. Calculations for total impervious surfaces
contained within the site.
3. Finished grade elevations for structures to be
' constructed on site.
4. Copy of the proposed landscape plan.
5. A typical cross section of the 208 swale.
6. Calculations to justify the number and type of
drywells proposed.
7. Elevation of drywell inlets where applicable.
' 8. Finished grade elevations at the top and bottom of
the 208 swale.
B) The subject property is affected by the "Findings and
Order" and the "Conditions of Approval" for the following
land use action:
, Spokane County Zone Change No. ZE-12-78
C) The following improvements within adjacent Right of Way
are required prior to the release of a building permit:
1. You must submit road and drainage plans for street
improvements. These must be prepared by an
engineer. Plans must be prepared for the following
streets:
a. 32nd Avenue, Principal Arterial
All required construction (sidewalk/curbing/pavement) within the
Public Road Right of way is to be completed prior to the release
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' • Page 2
of a building permit or a financial guaranty in an amount
estimated by the County Engineer to cover the cost of
'construction or improvements shall be filed with the County
Engineer. Required plans are to be submitted prior to estimating
. the amount of the financial guaranty or permit release.
2. As an alternative to the required road improvements
the County will accept an RID/CRP agreement "Notice to Public No.
6" on the property.
3. Please submit a copy of the recorded property deed
from the Auditors office for the subject property. Upon receipt
of the deed our staff will prepare the right of way deed and/or
RID/CRP agreement.
, 4. Approach permits must be obtained, after a site
plan has been approved, and before the issuance of a building
permit, from the County Engineering Department for any new or
improved driveway approaches to the following streets:
a. 32nd Avenue
6 . ;26Ar:;,
D) The following items must be reviewed and approved prior
to the Engineering Department releasing its portion of
. the permi't :
1. Site Plan
2. Site Drainage Plan
3. R.I.D. Agreement
. 4. A parking and traffic circulation plan shall be
submitted and approved by the Spokane County Engineer. The
design, location and arrangement of parking stalls shall be in
accordance with standard traffic engineering practices. Paving as
required by the County Planning Ordinance, will be required for
any portion of the project which is to be occupied or traveled by
vehicles. It is illegal to back out onto the Right of Way.
E; Utility Condition: Permittee is responsible for arranging
for all necessary utility adjustments or relocation as
requiredfor completion of the improvement.
F) The owner of the property or the authorized
representative must complete and sign Spokane County
Engineers "Agreement to Pay Fees". This document must be
returned to the County Engineers Office. Plan review will
• not be completed until this document is executed. This
document -is attached to these comments. Please return
~ , w
' • Page 3
the completed Agreement to your contact person at the
Engineers Department.
The applicant or their representative is responsible for
including each item that is marked "Required By This Project" in
their submittal in accordance with the checklist descriptions.
Each item submitted that is to meet the checklist shall be
checked off by the applicant or their representative.
Your contact person at the County Engineering Department is
Doug Busko, 456-3600.
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PERM T DOCUMENT TRqNSMITTAL
Spokane Couniy Oivision of 6uildings .
1026 W 8roadway Ave.
Spokane, WA. 99260
'roject Address: fZ. e. `3241d, Project
~usiness Name: Y-6 al-
;ONTACT: douix-9,i, .Phone:
4aiisng Address: 1511 \jpra&'a.I~
;OORDINATOR: Phone:
DOCUMENT, IRCl1LATED .
Description N42tt, akto umw.s SCAJIICA .
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Received 6y . . . . ~
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1
Date of Transmittal: Circulated by: r_ }
. . MAR 3 0 1998
. SPOWNE CO!!I'vTY ENGIilEER
~
PERMlT DQCUMENT TRANSMITTAL
Spokane County Division of Buiidings 1026 W 8roadway Ave.
Spokane, WA. 99260
~ Project Address: Z L7, `3~~, Project qg _~3(~
gusiness Name: y~,;
C O N TACT: Phone: 9? ~ ~ ro 33.~.
1-11~
Mailinq Address: 1511 G7, ~a 2A ck, \lP-ra&A R~, 9~6 -Y7
COORDINATOR: Phone:
DOCUMENTS CIRCIJLATED .
Fi.. Oescription evuaiAa z~uro ~+an... H.~ acu,._ uttut~•s scAPcA .
A ~
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t Received 6y Date of Transmittal: Circulated by: RECE VED
MAR 2 S 1998
SPOKANE COUNTY ENGINEER
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PERMIT DOCUlV1ENT TRANSMiTTAL RECEIVED
Spokane County Division of 6ui(dings MAR 121998
1026 W Broadway Ave. SP'OKANE COUNNENQINEER
Spokane, WA. 99260
~ Project Address: 1-511 Z C-7, ~32.1 j., Project qcq _t3( Ll
gusiness Name: ,&6 &.Zf C-LP'A all _ _I.~J. - Phone_
C O N TACT. J'D • 9Z
Mailing Address: Vjef-adu.tI , 4 P- 6 7
COORDINATOR: Gcurwl Phone:
DOCUMENTS CiRCULATED .
ftr. ,
Description 6ulldlnq :.onl~Q Enpl~rs H*3tbi Olctlf-~ UUlitles SCAPCA ,
10CaJJi Cl C1SLtj) ri- X X X
J
1-
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Received gy Date of Transmittal: Circulafed by:
, -
0'5~ impson 1ngineens, nc. RECEI
VED
CIVIL ENGINEERS AND LAND SURVEYORS MqR p 3199
N. 909 Argonne Road • Spokane, WA 99212 Sp~NE 8
(509) 926-1322 • Fax: 926-1323 COUNn' ENGINEER
TO: ~C7 c J 13 S l~k cO ,
SUBJECT: -Pt ,jn pi►il e.n ~a- r.c.,r-L L o T
DATE: 9 8 1 J
+S r~ -F ~ mp o S C~ p av e~+ c~r 1 N 13 ~
L o~" ~n~- cI a.,r~ Q-1- I-E c c r.~ e, r- o47 3 Z- A ~ cyw c~
G v.. ~ ~Y'A s. ~r6S S (R O."cl -
T kave~ 0.tSo CLQ=v drrA-,~~G E, ~.e, tn_+to J. ~xv-~,~
~1 btiJ t C] ~1 l? at... 4O J
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Signed
a
S P O K A. N E , . C O U N T Y
DiV[SION OF ENGINEERWG AND ROADS • A D1VISlON OFTf-IE PUBLIC WORKS DEI'AR'1'MLN7'
William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director
. ~
AGREEMENT TO PAY FEES ' !
ENGINEER'S AGREEMENT NUMBER This agreement between Spokane County and J° Lene- R Lls-h
kryerne ai peiaur~~ '
whose interest in the Project is ° wnr- r ,
V.e. uwriCr, agcrn, rw.)
is entered into this Zn d day of Ckio b&r , 19 q~ This agreement is applicable to the project
known as: Chri5+ $e inn in S (f h c.td Czio-}'eY,Tn C, .
That the individuals and parties named herein as having an interest in the above describeci property or project agree
to the following:
1. Reimburse Spokane County for project review and inspection fees as specifieci in Chapter 9.14 of
the Spokane Couniy Code. The fees will be based on actual salary costs incurred by Spokane
County for projec( reviews and / or irispections plus a ten perceilt adininistrative charge, and will
be billed monthly as accrued. Any billing amounts due, including any expenses incurred in the
collection of an overdue account, must be paid prior to the County's acceptance of the project for
filing. If a project is approved and/or filed with a balance still awing, the unpaid balance shall be
paid within 30 days of the invoice date.
2. The undersigned agrees that these fees are due and payable upon receipt of the billing as specified
above.
3. Any invoices not paid within 30 days of the invoice date will be considered delinquent. If any
' outstanding balance on the account for this project is not paid witliin 30 days of the invoice date,
no further reviews of the project documents will be conducted until the entire account balarice is
paici. Any balance on the account for this project not paid within 65 days of the invoice date may result in legai action or the initialion of other collection procedures, including referral to a
collection agency. The Spoiisor will be liable for any and all expenses incurred by the County for
the coilection of overdue accounts.
4. The monthly billing should be sent to the attention of:
N A M E: j o6-ruz AI~Yl
ADDRESS: 3 Z n Cl
,
' CITY, STATE: up- v- O-Q-" ~A
ZIP CODE: 9CID 3 ~
PHONE #t: 9 j° ~ t° 3 3
lerstand that failure to pay these fees iiiay result in delay in completion or approval of the project or otlier
Ule sanctions.
If dlis fee agreenlent is completed by soineone other than the Sponsor (i.e., the project owner or a
principal in the firin sponsoring the project), such as the Engineer designing the project, then
written authorization from the Sponsor specifically authorizing the Agent to execute this Fee
Agreelnent is attached to this Fee Agreement.
SIGNATURE By: Ow-gite
6/
r',oCerne-
(PRINT NAME)
yF,Lj~OW COPY TO SPOKANE COUN1'Y ENGINEERS
ioc 2/1/96
Broadway Ave Spokane WA 99260-0170 (509) 456-3600 I+'AX: (509) 324-3478 TAD: (509) 324-3166
i
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l~ C O U N" T~C
S p O K A N E ~
DIVISION OF ENGINEERING aND ROADS • A DIVISION OF THE PUBLIC WORKS DfiPARTMENT
William A. Johns, P.E., Acting County Engineer Dennis M. Scott, P.E., Director
Memo
TO: Tom Davis, Division of Building and Planning
FROM: Doug Busko
DATE: October 11, 1996
SUBJECT: Paving Waiver for Christ Beginnings Child Care Center, E. 15112 32"d Avenue -
;
Tom, .
This site is focated within the Aquifer Sensitive Area(ASA). The County Engineers prefer that all .
parking areas be paved within Spokane County. Whether the lot is paved or not, the runoff from the =
parking area must be treated in a 208 swale prior to subsurface disposal. cc: Mabel Caine, SCAPCA
f
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 ;
4 '
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~ SPOKANE COUNTY
CLEAR AIR POIlUTION I~~R p
s P o K A N E CONTROL AUTHORITY
WEST 1101 COLLEGE, SUITE 403 • SPOKANE, WA 99201 •(509) 456-4727 Fax (509) 459-6828
MEMORANDIJIlvt
October 2,1996
TO: Tom DaNis, Spokane County DiNrision of Building & Planning
FROM: Mabel Caine
RE; RECOMNMNDATION FOR PAVING WAIVER REQUEST NUMBER #PW 0061
BackQround
A paving waiver application was submitted to SCAPCA on September 27, 1996 by Jolene Allen, Christ
Beginnings Child Care Center, Inc. The applicalion requests a waiver of certain paving requirements
pursuant to the Spokane County Zoning Code, Seclion 14.802.080, for a site located at 15112 East 32nd,
Veradale, WA.
The site is for a kindergartenlpreschooUdaycare. Buildings at the site exist, as well as a dirt/weed parking
area. The proposed child care center can accom.modate 60 children and will employee 15 persons. In
addition, there i;ill be traffic generated by delix~eries, etc.
Recommendation
SCAPCA prefers that all traveled surfaces be paved in Spokane County for the protection of the air shed.
Portions of Spokane County do not meet the federal air quality health standard for fine particulate. The
site lies on the Valley floor in a low area and is Nvithin the PM10 non-attainment area.. Increased air
emissions would have an impact on air quality in the air shed.
Historically, SCAPCA does not recommend tliat paNing waivers be granted in cases where the wa.iver is
requested for areas of high traffic and general parking, unless an ea-traordinary circuinstance emsts.
This site «ill generate high traffic and SCAPCA feels that an adverse impact on air quality «rill result if
paving of all traveled surfaces does not occur. Adjoining residential properties surrounding the project would be subject to fugitive dust emissions from traffic on the parking area, traffic on Progress Road
which is unpaved, and tracking onto 32nd Avenue. Therefore, SCAPCA recommends that a paving ,
waver be dcnied. SCAPCA further recommends that use of Progress Road as ingress/cgress to the •
. site be restricted unless Progress Road is paved. Additional traffic on Progress Road will result in
, increased emissions.
enc. PW0061
cc: Paul Lennemarui, Spokane County Engineers
i• Printed on RecIcled Paper
'
. . . . , . . . , , . _ . . , • . . • • • . . • - - . . - - •
~ . -
/
r SPOKANE COUNTY
~ CLE,;~A~ ~ AIR POIlUTION ~ p o K A N E CONTROL AUTHORITY .
VVEST 1101 COLLEGE, SUITE 403 • SPOKAN~, WA 99201 •(509) 456-4727 Fax (509) 459-6828
MEMORANDUIlvi
October 2,1996
TO: Tom Davis, Spokane County DiNision of Building & Planning
.
FROM: Mabel Caine
RE; RECOMMENDATION FOR PAVING WAIVER REQUEST NUMBER #PW 0061
Background
A paving waiver applicadon was submitted to SCAPCA on September 27, 1996 by Jolene Allen, Christ
Beginnings Child Care Center, Inc. The application requests awaiver of certain paving requirements
pursuant to the Spokane County Zoning Code, Section 14.802.080, for a site located at 15112 East 32nd,
Veradale, WA.
The site is for a kindergarten/preschooUdaycare. Buildings at the site exist, as well as a dirthveed parking
area. The proposed ctiild care center can accommodate 60 children and will employee 15 persons. In
addition, there «ill be trafFic generated by deliveries, etc.
Recommendation
SCAPCA prefers that all traveled surfaces be paved in Spokane County for the protecti-on of the air shed.
Portions of Spokane County do not meet the federal air quality health standard for fine particulate. The
site lies on the Valley floor in a low area and is %Athin the PM10 non-attainment area.. Increased air
emissions would have an impact on air quality in the air shed.
Historically, SCAPCA does not recommend that paving waivers be granted in cases where the waiver is requested for areas of high traffic and general parking, unless an extraordinary circumstance exists.
This site «rill generate high traffic and SCAPCA feels that an adverse impact on air quality will result if
paNring of all traveled surfaces does not occur. Adjoining residential properties sunounding the project
would be subject to fugilive dust emissions from traffic on the parking area, traffic on Progress Road
which is unpaved, and tracking onto 32nd Avenue. Therefore, SCAPCA recommends that a paNing .
waver be denied. SCAPCA further recommends that use of Progress Road as ingress/egress to the
site be restricted unless Progress Road is paved. Additional traffic on Progress Road will result in _
increased emissions.
enc. PW0061 cc: Paul Lennemann, Spokane County Engineers
t wi Printed an Recytl2d Paper
_ . • - - . . _ • • - • ' - - • . . • . - _ . , . . . • . _ . _ _ - - . . - - .
. _
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SPOKANE COUVTY-AIR POLLUTION CONTROL AUTHORITY OCT~.2
JS9
Suite 403, West 1101 College Avenue Spokane, Washington 99201 (509) 45f-4727
~ . - ~'PaKANE COU1-ar
, PAVING WAIVER REQUEST PLr1''N1NG DEpA,YTMENr
PURSUANT TO SPOKANE COUNTY ZONING CODE 14.802.080 '
. For Agency Use Only
. GENERAL INFORMATION Request No.
)wner Jo " Applicant ji~
-ontact Person Je6„Q, RUA,,ru Contact Person ,
. ~~y e'1, ~
Owner's Mailing Address Applicant's Address
An nLLL--, ~ ~ J ✓ n~/' • Ae ~ • ~ ~ ~
ti 3a~ • ~
Phone ~ U-rA 9930~ Phone
-
Inst211zticn address • Nafure of 8us:ness G~~~~ 404
IlI T!~r•i ~'~y ~/w p~CS ~J~~ j,- `,f:
• - ~-<J - / l
Planning Oepartment File No. (if avail.) •
•
2. SUMIVSARY OF PROPOSAL/PROJECT (Attach an additional sheet_ of paper if necessary)
C~ /6 ULh 6PUA,41
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3. WNY IS THE PRVING WAIVER IS BEING REQUESTEO (Attach an additional sheei of paper if necessary)
pmh~bi-d aA~
4. MITIGATING MEASURES TO BE USED 1N LIEU OF PAVING (Aitach an additional sheet of paper if necessaryj
cruS~ '
5. OTHER INFORMATION - ATTACH TO TNIS APPLICATlON ~
• SITE PIAN OF 7HE PROPOSAI SH0IMNG " -
0 • AREAS FOR WHICH THE WRlVER iS REQUESTED ANO AREAS WHERE PAVING WiLL OCCUR •
TRAFFIC FIOtN AND ESTlMATES OF AMOUNT OF TRAFFlC PER DAY.
THE UND.ERSIGNED, [?O HERE6Y GERTIFY TNAT THE INFORMATiON CONTAINEQ lN TH(S APPLICATION 1S, TO
THE BEST OF MY KNOWLEOGE, ACCURATE AND COMPLETE. 1 Al.SO AGREE TO PAY THE REVIEIIV FEE PER :
SCAPCA REGULATION I, SFCTION 10.08. Signature Oate .
Typc or Print Name Title Phone
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SPOKANE COU11TY-AlR POLLUTION CONfiROL AUTHORlTY OCTJ2
199
Suite 403, West 1101 Coltege Avenue Spokane, Washington 99201 (509) 45C-4727 - ~PpKANE COUIti t Y
• PAV(NG WAIVER REQUEST pEpARTMPURSUANT TO SPOKANE COUNTY ZONING CODE 14.802.080 E~T
- For Agency Use Oniy
1. GENERAL (NFORMATIQN Request No.
Owner Jo " Applicant '
. ~
Contact Person Je" Auyru Contact Person
Owner's Mailing Address Applicant's Address '
Jo U,-tz A Lij.w
Gh,f-t st B~ i n n i Chi1.d C~Uj
~^c-' • ~~n,~,
15ila 3a~ 5
Phone j u,? q q4 30-] Phone
Install2tien addrPss . . Na*ure of 8us:ness
~~reCar~r~c.r~P~es~►oo~c fu(,cL4rasw '
Planning Department File No. (if avail.) .
2. SUMMARY OF PROPOSALIPROJECT (Attach an additional sheet of paper if necessary) •
~ iaz /6 e.cLh apt.c.~~ b,~ DBW5-
3. WHY IS TI;E PAVING WAIVER (S BEING REQUESTEO (Attach an additional sheet of paper if necessary)
0051 mpvfi;bi.~d c~~tlwo ~im,a..
4. MlTIGATING MEASURES TO BE USED lN LIEU OF PAVING (AttaCh an additional sheet of paper if necessary) _
c ru5k-d 5. OTHER lNFORMATf4N - ATTACH TO TH1S APPLICATlON
• SITE PIAN OF 7HE PROPOSAI SH0IMNG
AREAS FOR WHICH TNE WAIVER !S REQUESTEO ANO AREAS WHERE PAVING W1Ll OCCUR ~•TRAFFIC Fl.O1N AND ESTIMATES OF AMOUNT OF TRAFFIC PER OAY.
I, THE UNDERSiGNED, DO HEREBY CERTIFY THAT THE (NFORMATION CONTAiNED IN THlS APPLICATION IS, TO
THE BEST OF MY KNOWLEDGE, ACCURATE AND COMPLETE. ( ACSO AGREE TO PAY THE REVtEW FEE PER
SCAPCA REGULATION I, SECTION 10.08.
Signature au., Oate
`l a
Type or Print Name nl/Cf, Title Phone
t f Pr~,66j_e~ -
,
, `A~~ , ( ~ L• . ~ • N _ _
~ • W. 1303,BROAC.IVAY AVENUE '
SPOKANE, WASHINGTON 99260
(509) 456-3675
I certify that I have examined this permiVapplication, state that the information contained in it and submitted by meor myageni to compilesaid permiVapplication is true
and correct, and suthorize Spokane County to proceed with processing. !n addition, I have read and understand the INSPECTION REOUIREMENTS/NOTICE
provisions included herein and agree to comply with seme. All provisions of laws and ordinances governing this type oi work will be complied with whether specified
herein or not. I understand that the issuance oi this permiVapplication and any subsequent (nspection approvals orCertificates of Occupancy shall not be construed to
give authority to violate or cancel the provisions of any state or local law regulating construction, or as a warranty of conformance with the provisions oi any state or local
laws regulating construction.
SIGNATURE OF . APPLICATION
OWNER OR AGENT DATE
PhCI.JF"f::Y VtJMI:IER== 91000824 Afi'F'I_ I CAT J: ClN nATE: =03/4i i i'9i PAt:, F7--.
TN x,S IS NOT A PIr'RMT T K#**#*
NC° NF1L'T F,S W 1 L.l.. BF: AS.S'G'SSEIi F'C)!i CClriMFNf::t NG WQRK WI THQUT A F'FRMI T
S I TE STRF'f7'- 15112 _F. 32Nn AL'E PFzRCEI_Y- :.x 554i--•03 39
~ ADDRF_SS= VEF'~tAUAL.E WA 99037
F:'1=.R MST 4JSE= RF'SIDNEC:E:
F'1._AT;=- 002749 Pi_A 7' NFaMF-• VERA
F{L.QGk = 2 LOT= 19 7OAlF-= (JR 3.5 P? ST'r= F
AfiEA= 00000000 i%A= C= WInTH= 160 nFPTN= 3*350 R/W:=
OF Etl.,DfS'w 1 DWFI._I_?NGS= i WAZE:R DIST = VERA
OWN~R:r: NAz`FS, ,SFirRfzti' / FEI;REL_I..., Mr-.I_'v'A FHONt== 509 928 63604
- ' STFiEET=-~ 16111 E 23Rn CT
~ . (~~DRESS= VERFiZ}ALE WA 9903! -
~ CClNTACY NAME S'FIC"RC;Y MAYES F'HnNF NLIMBF R= 509 9'28 ~~~~r~r~•~~
Bll YI_DI NG S'1YTBACit S.FfiiQNT= 50 J...CF"T = r>q kIGHT= 220 f:l---AR= 36
~~~~•~;~~ac~~~~~x~~•~~•~~xk::~x~a~.•~t•~f~ac REV1:ElJ INFC3RMraflON ~~~•iei~~~~:~E•~i••3~~~i3Ci(3i#i#3rit~~~~~~:~~::~~~
DEF'AI"I'MrNT f1E.1r'IEW COMMf° NYS APFRf:IVAL rOrwitiENi~;i
BUIi_.D:CNG .r C'l .rcaN~REVYCbI REQU1f,`ED
~
~ ~4UIl..T~I~lG SET'N~1GK REVl:f:k~ ("-f QUIF~E:I) _ /~S~ S1Y~ ~C~
.
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Ir~EEr: ar~Pi,oAcaaiFLOr~D r-~L~-~1:~lf~>f~fi,:fr~ACC --HE~1l,.7F~1D T.'T i~~:W OFi F1IiD ITI C?r.. 41AS i E: WF~7' .F.; ;F~at~t•;~~i~t•yt~i~t•~~~~ar~c~•~ta~~•~~y~~~i•~~~~~~~~~~ Bl1.T.i._n:f.MG 1='CRMI'T ~~:;E~~~~~~~i~c~:a~~t~~t•~~~~•~•R~~?~•k••~•...
.r,0 N T R.A c;T 0 Rm: 0 wIN :r:.R PHaNE-
P4 F_u+=- X f~C:M 0 D (,^1...-~ A ~?D.l:TTt:~N- rNo'~F~!:,F r)F' I.'t;.~~° .
D ~J F: : l., t.J T S' - ~ ~l .r.:: t:: (.l f-~ , l.. li~~ L.. ~ N C~ T= 12 T t aP F t-_
BI...DC; W XD k 59 ,S'Q f=7= 2786 SF'R:INKI_ER= N
t~~:(~? (~~~~i~Z K i~tr:=- wNAND.T.t;HP= CR:CT3:C:AL_ MAT- N
DF.`ECR:f.f'T1:ON C, R C}L!r' TYF'E SQ Fl VALtJoTZON
cx . ~ . a . r n r.
~r~ a ~ c c ~ ~ v ~ ~Y ~~y c~ , t~t ~
1'_ A~ C.1 ` l., C~. Pl 1 br ~ t P C:? 6 7?~ r) ~-1 ~\7
:f: TEt•S DES(:F:[F`T It1N Ql.lANT 1: TY f= L::C AMOt+NT
REfS':t:UE'N7TA1_ VAI-UAT1:C7N 730.50
ST'ATE SURCNARGE Y 4.50
(:CJUtJTY SURGIIARGE • Y i i h.8ci
~~~~~~c~~c•~c~c~~~~~a~~~~~c~c~~~~~~~~~~a~~ MECHF1N1:CAl_ FEFiMlT ~~~ir~~~•~~~~~~~~~a~~x~~c•~~c~~aF~h~~
r;QNThA(°Tt~R= UNKNOWN F'HOA1E=
t.JNi<NOWN ~ .
~~y •n. w, t-• t•• c~ 1 1>.t L' f'1 I.I i~l 1-I r~. { 11, k/ w n tt} tU
~aiinbaa 1Salla'•-+
aas ol'~(lunoo au~ .
s,aall!wjadJs,jaurv~o au~ u~ejqo PuL suoll~d~su! P asn yi 1Cyl li ol -
no~dde lUessaoau eul uo aqij~sap
)o lual ayi
ol joijd sle
sa~ dwo~ 1~ ~ad siul
r_..
PROJECT NUMBER= 93003647 APPLICATION DATE= 05/17/93 PAGE= 01
THIS IS NOT A PERMIT
PEIJALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT
SITE STREET= 15112 E 32ND AVE PARCEL#= 45351.0319
ADDRESS= VERADALE WA 99037
PERMIT USE= DETACHED GARAGE
PLAT#= 002749 PLAT NAME= VERA
BLOCK= 2 LOT= 19 ZONE= UR 3.5 DIST#= F
AREA= 00000000 F/A= F WIDTH= 160 DEPTH= 330 R/W= 40
# OF BLDGS= 2 # DWELLINGS= 1 WATER DIST = VERA
OWNER= HAYES, SHERRY / FERRELL, MELVA PHONE= 509 928 6304
STREET= 15112 E 32ND AVE
ADDRESS= VERADALE WA 99037
CONTACT NAME= SHERRY HAYES PHONE NUMBER= 509 928 6304
BUILDING SETBACKS.: E'RONT= 75 LEFT= NA RIGHT= 130 REAR= 50
REVIEW INFORMATION
DEPARTMENT REVIEW REQUIREMENT
- -------7---------- -
BUILDING PLAN REVIEW REQUI ED
~ . ~ ~ .
COMME.NTS :
~
`
BUILDING SETBACK REVIEW REQUIRED
COMMENTS :
~ ~ -
HEALTHDIST INCRE SE IN LO}I' COVERAGE
~ COMMENTS: •
BUILDING PERMIT *******~*****~*******,t******~**
CONTR.ACTOR= OWNER PHONE=
NEW= X REMODEL= ADDITION= CHANGE OF USE= _
DWELL UNITS= OCCUP. LD= BLDG HGT= 8 STORIES= 1
BLDG W X D= 30 X 24 SQ FT= 720 SPRINKLER= N
REQ PARKING= #HANDICAP= CRITICAL MAT= N
DESCRIPTION GROUP TYPE SQ FT VALUATION
GARAGE M-1 VN 720 5760.00
I certify,that I have~examined this permiUapptication, sta,e ihat the information contRined in i{a~d sJbmitted by me~ tocompile said permiUapplication is trua
and correct, and authorize Spokane County to proceed witli processing. In addition, I have read and underst~. che INSPEC7101V REQUIREMENTS/NOTICE
provisions included herein and agree to comply with same. All provisions of laws and ordinances governing this type ot work will be complied with whether specitied
herein or noi. I understand that the issuance o( this permit/application and any subsequent inspection approvals or Cenificates of Occupancy shall not be construed to
give authority to violate or cancel the provisions o1 any state or local law regulating construction, or as a warraniy o( conformance with the provisions of any state or local
laws regulating Construction
SIGNATURE OF APPLICATION
OWNER OR AGENT OATF
PRUJECT NUMBEF= 92043034 TSS'UEU PERMIT DATE= 05i20l92 PACtE= 01
PERMZT INFtlRMr-1TION
ST TC STREET== 1511,21 E 32ND A11E PAfr'CEL,= 3554 i--03 i 9
ADDRESJ-= a'~RADALE WH 99037
PG.F'~MIT ElSE= SEWER CONNECTIUN I?RY LINE (92S--4i4)
SEE uOTE
F'LA?~= 002 749 r'LEaT NAME= 1,'EFiA
E+LOCK = I? LOT = 19 7_QNE= UR 35.5 DI ST; w f'
Ai"EA= 00000000 FlA= F WIDTH= 4 60 DEPTH= 330 €ii W= 44
n QF BLDGS= i b DWFLLINGS= i WaTER DIST =VERA
C?WNEF= HA'f ES , SNERRY i FEFFiEL_L, MEL.VA F'HONE= 509 92S• 6304
STREE i= 16111 E~~RD C i
At?DReSS= VERAz~ALt wA 9903)7 -
CQN'T'HCT NAME =MEVA FERkELI_ FNONE NllMEtER= 509 929 6304
BUTi_DTNG SETBACKS : FRONi= Nr H LEFT= Ni H FtIGH i= N1A REAR= Ni A
SEWEFi PFFtMxT
C0NTRACTQR= GWNEk F'HONE=
I i F'ri I)ESGR TPT I QN QUANT 3: TY FEE ~-1M01lNT
r'F~~CESSING FEE _ T _____i ~Z00
SEWEFi COrlNEG i i QN f 40.00
F'AYMEAfT SUMMARY
F`AYMEN i DATE RFGEIF'TT F'AY"ritNT AMQUN7
[3 i ~C9 - 376? 50.00
TOTr~L Di~E= .0C~ TCITAL F'r~ I D= __50. 0-0
FERMIT TYF'E FEE AMaUNT AMOUhT PAID AMOUNT OWINC.
S'EWER F'EkMI T 50.00 50.00 ,00
50.00 50.00 .Oa
F'riOCESSED BY: DOMITRC1`'IGH, FiOBIN _
F'RINTED BY: DOMITFiOV'TCM, FiOBIN
SEWEFi STUR AS-BUl'LT INFORMATION IS AVAILABLE AT TNF C01JNT'r'
U T I L I T I ES DEFARTMENT (456--3604 )
C0NTRAGTQR Qf; AF'F'LICANT IS TO FIELD L..OCAYE ANP C0NFTRM T'HE
ELE1►'aTTON AND FOSITION QF SEWER STUB PRIQR TO ANY OTHER
EkCAVATIQN
TO LOCATE BllFIED CABLES, GAS F'IF'ING, WATER LYtJES, ECT.
CALI_ BEFOFE YOU D I G (456--8000 )
SEWER STUBS HF<E TO f.tE CNECKEn F'f;IOR 7Cl CtlNNECTION TO l:NSURE
TNAT THE1' aRE CLF_AR AND UNQBSTt'UCTED TO THC SEGJFR MAIN
GALL FOR INSF'ECTIQN F'RIOFi TO C0VEFi
~4 MQUR NOTICE REQUIREn #~•#~~~~~r~~
- - , _ . 4 S t,--3A 0 4
ACTION: S SCREEN: ANFO US( : CA.RB
. ~
- .
-
' ASSESSOR'S INFORMATION DATA SC LN
JURISDICTION= 11 YR= 96 RoLL= RE PARCEL= 45351-.0319
. .
OWNER ~ MATHES, RiCH & LEONY . ~ FIELD BOOK: 00832A,.`OP
STREET ~ 15112 E 32ND AVE ~ ACO: AC 86-0047
ADDRESS I VERADALE WA 99037 ! ACTV: STAT: A ~
I I EXMP: . EXMO:
SITUS I 015112 E 32ND , AVE ADDO: N, SASS: Y
ADDRESS I VER - . "TAX DISTRICT: TD1400 PROP: 1100
LEGA.L: VERA NW1/4 OF BLK-24-8 EXC S160FT THEREOF ~ .
ASMT: . TOTAL MKT-LD CLS-LD -BLDG-1 OTHER -0/R , METHOD ,
BOE/SBTA: A
FINAL ASMT: 166,100 12,100 ~ 0 154,000. 0-.N ~ ~
$EXEMPTIONS: - 0 . - ~
. TAXABLE : 166,100
SALE- 10 : 9601 1787 DATE: 08 27'96 INST: WD * TRAN: -R PRICE: 1951000
SALE- 10 : 9400 4181 DATE : 03 18 94 .-INST : WD TRAN R PRICE : 199,500
- . . . -0• . , , _ , _
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SOClA~I YICfS TH
7'
To: E.s aCr D 4,60
SPo VAnE
FROM: l tYYI rje~--!'~ ~ QeGlCk4-L, MRi'1K1C-aE3!.'
C)~-'rkc..a (~r= cM vt-b cAqQ_E:, pou uA ,
--~►~r= ~041f,, LA-)A Qq3.ap
SUBJECT: RECEIPT OF APPLICATION TO PROVIDE CHILD CARE
This is to inform your office that we have received from:
, ~a PAJ.En ~G D~4 - 93Q L1~
rvaME
acl
STREET OR BOX NO.
\ a ~ C-) P&E <qq 01Y7
CITY - Z!P COOE
an application to estabiish a
CHe,uE;T for children
TYPE OF FACILITY
. at (j~. . I~~ 'D
STREET
CIry _ Z(P CODE
We will be acting on this application within 90 days of receipt.
While this deparlment does not assume any responsibility for the enforcement of local ordinances, inciuding those pertaining to
zoning, land use permits, etc., we have advised the applicant to contact your agency regarding your requirements.
If your office is not responsible for ioning, land use permits, building code, etc., please forward this notice to the appropriate
agency.
Y
RECEI'JED
SPOKANE COUNTY
AUG 2 0 1996
OIVISION OF f3UILDING AND PLANNING
BY•
See Instructions on Reverse
I f~ ~ ~ G
Division of Child and Family Services
APPUCATI4N FOR CHILD DAY CARE CENTER
~ OF ~ LlCENSE OR CERTIFICATION
s~nces
~MF0fFA3LfTY1AGENCY oiparent or~qaniZation, i any : . . , , • • ~ ,
9rnnnl5 Ch~cd Cen~r ,
ChriSi Gc i
. no0aE5s OF FAClLRYIAGENGY ror parcnt organization, il arny): UTY COUNTY ZIP COOE TEIEPHONE: (ternpt)
r I a, 3and Ukrado,6_ Spo6ne 4903? 9ay-83a4
. NAME OF FAULtTY/AGENCY BMNCH OR SU80NWON Of AGENCY. OH NAME BY WHfCH AGENGY DOES BUSINESS (d/o/aJ:
, AOOilESSOf FAULITYTO BE LICENSEO IF DIffERENTTHAN IN NUM8ER2 A80VE: STiIEET aTY COUNTY ZIP CODE
. MAIUNG ADOftESS If OIFfERENT THAN A80VE: STREET CITY COUNTY tIP GOOE
i. DIRECTIONS FOR ltEACliING fAC]llTY TO BE L{CENSED:
EaSf°" ~'94 ••~v~~'J on PneS fO 3znd EGtSf oR .32,•zcl fo 151/02 j
~ ' ~ ~°1~ l
. ,p
~r,~er o F Prr» y ~F
T~ ~ l r+
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I. TEIEPHONE NUMBER OF APPLKANT (if new pplicati & IKENSING RFGORD:
509 - 9 a y-<3 3a qha-rnn- Frst ❑ Renewal 0 Cenifiwtion ❑ Other (spedfy)
9. CUEHTELEPREFEitRED: NUMBER: NWGEOFAGESPIIEFERRED:
yrs. Nf~S.
❑ Male ❑ Female 19 Either Sex ❑ Expedartt Mothen ~O FROM: 02 To: I a1- oR: ❑ No Age Preference
1Q NAVE YOU PREVfOUSLY BEEN UCENSED OR CERT1pEDl ; IP YES.INDKATE BY WHAT NAME AND WHERE:
• NO ~u~ been tF1e_cuJ minisl,ra-fs,r c~,t q lI crr~scd cl~~.re 1/91 -p res e.n~ .
p YES
11a. THE FACItJTY WILL BE LOCATEO IN (doedcone): 11b. lF YOU ARF AWARE Qf WHKH LOCAL ZOtdING, PU►NNING, OR BUIIDING C04E AGEKGYpES) IS RESPONSIBLE FOItTHE lOCA1tTY IN WHICN THE
fAGIlTY Wlll BE i.OCATEO, PLEASE SPECIFY: .
Q Incorporated City
S po~~ane ~nun+y
~ Unincorporated County
12. TYPf OF ORGANIZATION (CJiecK appropriate boxes): ~
❑ Individual ❑ Non-Profit Corporation ❑ GovernmenUl Agency
❑ Partnership or Non•Incorporated Association ~ Proprietary Corporation ❑ Indian Tribe
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NMAE Of pER50N FOR WFtOM REFERENCES AAE GNEN (Resumt Otpe/SCn tOt vMOnf beIOW /rter+tllfef afe g1YlA fh0lJJd bC a![aCRtd): • ~
Jolcnc G. Allen
NAME OF REFERENCE ADDRESS TEIEPHONE
wC
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15o6e-rt ~{Q~fr~an , /r~•O. Iv lY/y ffoc,d-_-' SQoka.ne , wFl 99 .2/G (so9 ) 9.;?q -/970
wc
Gaq - Y/!y
Susan Ja.cohsan E a3/o Da;s Ct SP~~e wA 94~./G
~
14. Has applicant or any other staff member (,aaaha stacemenrofexplanarion for any 'Yes'armwr): ~ Yes ~ No
, a. Been convided of any crime? . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ❑ (Z
b. Had a serious injury, illness, been hospitalized during the past year, or is currently under medication, O ~
or has a history of inental or physical limitations? . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
c. Been found to be a perpetrator of substantiated child abuse? . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ❑ ~
I .
15. Nas appliCant Or Chief exeCUtive offiCer (actacfi a statement of eiplanatron for any 'Yes' answer):
Yes tVo . Yes No
a. Engaged in the illegal use of drugs ❑ ~ d. Been released from prison in the past seven years ❑ (a
b. Excessive use of alcohol? ❑ 91 e. Been denied a license to care for children or adults ❑ f81
c: Been convided of a felony? ❑ El f. Had a license to care for children or adults suspended
• or revoked ? o
~ ~
,
Ghrisi 8eymn1n9s Ch.i(d Conle- Tnc. is a(ic-ensed {.~iC~-~J
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CUe, a.re open PrOM b,304m U-nf%f to:ooPm. Ages z-~zyf ar s. (Oaycarc)
Sfaf~' cortststs o F~ fea.ch.trs 8ct ss,stctn~s~ If2'ttc.hen fcootj/Jani.far) ctncl laclmInlSfralor
A f0lo-t Qf i5 em.ployees. 3 aSSiSfaR-tS c.uoZK .?'Ohr*1wt~ ~ .,janifer Gleons 0-k niyh# a 3hr,,
Qu,r ~$u,a.rc, ~x~ a~oic~a ccs ¢e f~e Jrcn,~ 0,
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4
~ impson Engineef-s, Inc.
CIVIL ENGINEERS AND LAND SURVEYORS
N. 909 Argonne Road e Spokane, WA 99212
(509) 926-1322 • Fax: 926-1323
~
TO; s ~o -p E S ~ka~ Co ~ . ~
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SUBJECT: l~J Ca~
DATE: GI~o1 gR
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STOR.MWATER DRAINAGE CALCULATIONS
FOR
RIC H ALLEN
15112 E. 32nd AVE., Spokane, WA
NE 1/4 of NE 1/4 of Sec. 35, T. 25 N., R. 44 E. W.M.
Spokane County, Washington
FEBRUARY 26, 1998
REVISED: JUNE 301 1998
Prepared by:
Simpson Engineers; Inc.
North 909 Argonne Road
Spokane, Washington 99212
'I he design improvements shoNvn in this set of plans conf.orm to
the applicable editions of the Spokane County standards for road
and sewer construction and Spokane County guidelines for
stormwater management. All design deviations have been
approved by the Spokane County Engineer. I approve these
plans for construction
I . S uinlnary
II. Stormwater Drainage Calculations for Basin A
~ z~,ES E.
wASy
. II I. Attac hments :
* Soils Map and Tables
3>Ig
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Stumiwat~.~- Drainagc•rq)ortw13643 :9 9 wy~ ~
~
Stormwater Drainage Report; Rich Allen, 15112 E. 32nd Ave., Spokane, WA
1. SUMVIARY:
The development consists of one (1) basin; A. See DrainaQe Map for parking lot. The basin is composed of three
subareas; 1) impervious asphalt pavement, Z) building roof, 3) existincy aravel. Stormwater flows overland across
asphalt and into a grass drainage pond.
The grass percolation areas (drainage ponds) were calculated to hold the first 1/2" of rainfall runoff over the
asphalt parking areas.
The Rational and Bowstring Methods were used to calculate the peak stormwater runoff for the basin, and the
type and number of drywells needed for each basin based on the storage capacity of the pond. A single barrel
drywell provides ample outflow for the drainage pond.
In accordance with "Soil Survey, Spokane County, Washington", 1968, the soil is categorized as:
GmB. Garrison very aravelly loam, Similar to Garrison gravelly loam, except that the surface [ayer is very
gravelly.
Figure 2, page 6-3, of the "Guidelines for Stormwater Management", by Spokane County Engineers, was used for -
rainfall intensity and duration occurring at a 10-year storm frequency.
Rich Alfien: Stormwater Drainage Report
II. STORMNVATER DRA~IAGE CALCi.JLATIONS:
Basin A
Area
Pavernent = 72020 T 169 + 270 + 390 + 1,-152 = 92000 sq. ft. - 0.206 acres
Storaae Repuired:
a} "208" Starage Required = (9,000 sq. ft. )(112"~= 12 in. per ft.) = 436 cu. ft. Stara~ze Fravided:
~ondT 6"" deep; (92')(8')(0. 5') + (a. 5)(0. 5')(i . 5')(2007) _ 443 cu. ft. ~ 4_36
Pond, S"' deep3 (92')(87)(0.67') + (0.5) (2")(0.6T)(200#)= 623 cu. ft. > 306
921
s' Pond Bottorn 8'
92'
RATIONAL FORMULA HYDROLOGY & BOWSTRING METHOD: DETENTION BASIN DESIGN
DRAINAGE BASIN ANALYSIS for 10 YEAR STORM EVENT
.
Date: 06/30/98 Project Name: Rich Allen Project Number: 13643
Design: EBS Site Location: Progress Road and 32nd Ave. Disk File: B7:lbowstmg110113643.wb1
Basin Name: Basin A Description: Asphalt Parking and included Existing Gravel
Pond Name: Pond A
SUBAREAS: TIME OF CONCENTRATION (minutes):
- -
Description Acres C A*C Tc (overland flow) Tc (gutter flow)
Asphalt 0.206 0.90 0.1854 Ct = 0.15 L2 = 0
Existing Gravel 0.170 0.55 0.0935 Z1 = 0
Gym Roof/Covered Walk 0.034 0.90 0.0306 L1(A) = 130 Z2 = 0
N(A) = 0.016 B = 0
S(A) = 0.02 n = 0
s= 0
=
Total Basin Area, acres = 0.410 Tc(A)= 0.75 d 0
Composite Runoff Coefficient = 0.755 L1(6) = 0 Tc (gut.) 0.00
Combined (Area * Runoff Coefficient) = 0.31 N(6) = 0 Tc(A+B) 0.75
S(B) = 0
Tc total 5.00
Tc (B) = 0.0 Intensity 3.18
Holding 0.00
"208" DRAINAGE PARAMETERS: Q(est) 0.00 c.f.s.
Impenrious "208" Area = 10454 sq. ft.
"208" Volume Provided = 443 cu. ft. Time of Concentration = 5.00 minutes
Storm Storage Provided = 623 cu. ft.
PEAK DISCHARGE, 10 YEAR STORM:
BOWSTRING CALCULATIONS Q= C* I* A= 0.98 C.F.S.
#1 #2 #3 #4 #5 #6 #7
Time Time Intensity Q dev. V in V out Storage
Inc. Inc. NUMBER and TYPE of DRYWELLS PROPOSED:
(min.) (sec.) (in.mr) (cfs) (cu. ft.) (cu. ft.) (cu. ft.)
(#1•60) (A-c-#3) (oucf.•#2) (#s-#s) 1 Single-Barrel (Spokane County Type A)
0 Double-Barrel (Spokane County Type B)
5.00 300.00 3.18 0.98 396 90.00 306
Outflow Provided 0.3 c.f.s.
5 300 3.18 0.98 396 90 306
10 600 2.24 0.69 487 180 307
15 900 1.77 0.55 549 270 279
20 1200 1.45 0.45 584 360 224 "208" TREATMENT VOLUME:
25 1500 1.21 0.37 600 450 150
30 1800 1.04 0.32 612 540 72 Required G.P.A. ponding volume:
35 2100 0.91 0.28 620 630 -10 Impenrious "208" Area x 1/2" = 436 cu. ft.
40 2400 0.82 0.25 635 720 -85 volume provided at 6" depth = 443 cu. ft.
45 2700 0.74 0.23 642 810 -168 OK!
50 3000 0.68 0.21 653 900 -247
55 3300 0.64 0.20 674 990 -316
60 3600 0.61 0.19 699 1080 -381 STORM STORAGE VOLUME:
65 3900 0.60 0.19 743 1170 -427
70 4200 0.58 0.18 772 1260 -488 Maximum storage required = 306.68 cu. ft.
75 4500 0.56 0.17 798 1350 -552 volume provided at 8" depth = 623 cu. ft.
80 4800 0.53 0.16 804 1440 -636 OK!
85 5100 0.52 0.16 837 1530 -693
90 5400 0.50 0.15 851 1620 -769
95 5700 0.49 0.15 880 1710 -830 DRYVVELL REQUIREMENT4:
100 6000 0.48 0.15 907 1800 -893
1 Single (TYPe A) 0 Double (TYPe B)
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I y ^ • SOIL SIIAVEY " ' ~ia~i..:.-. ! 4 . " SPO~~1E COIINTY WaS$LVGTOV ' ; ~ ir' - l
::t~', !1 . _ t' • • , TSBLE 6. 13nef descr~,p ions of so~ls and • . /J
~ a~d ch~emic¢l o erties-Contmued , sccal P py
~ II _ y' . Classification •
~ De th '~o-Continued Percentage passing sie~•e- , P • 1fa Soil name Description of soil and site from ` ~ A~•ailsble
~ ~ surface ~a - - ~ • Permeabilitp n•ater Rescvon Dispenioa Shrinb.sn•e s~•mbol , \o. 4 ~o. 10 \o. 200 ca acin• 1:~ diiuuon) : ~SDA te~tur~ ~ _ P . ~ potent~al i Shrinb-sn-ell potential
: i ~ ~ A..~SHO (4.i mm.) (_.0 mm.) (O.Or4 . mm.)
.
In. . ' ~ i t. In. pcr Ar, ln. pa ia aJ aoif pX r oon ston • silt loam 0 to 30 ercent Similar to Drs oon silt loam, 0 to 30 ercent DsC• D ag } , P ~ A :
S~a slopes, escept that the surface la~ er is stony. r~' ~ P • • Ds0 Dragoon stonr silt loam, 30 to per-
cent slopes. ti : ' ~ , .
' ~ r n ' Dv0 Dr~goon ~~erF rock~• comple~, _0 to ~a Dragoon part similur to D agoo s~lt loam, 0 to
, percent slopes. 30 percent slopes, e~cept that depth to bed- . , • t roc~ ran es from 10 to ?0 inches. Roc6 out- " c g ,w,,:. ~
' crop included in t,his complez. • t I ~ ~ 4
Fk8 Eloika sili loam, 0 to ?0 percent slopes. liedium-teatured, ~rell-drained soil formed from 0 to ?4 Silt loam_ '°i~~'•=.~~ ~ luc~al till containin a large amount of ~ol- ' A-4------ 8~ to 9~ 80 to 9~ 60 to i0 0. 8 to ~ 0. 1~ to 0. 20 6.1 to 6. ~ High_______ Lo~r to mc Low to mod-
~ g ~ ' • erate. . ~ canic ash in the surtace lacer; underlam bp _4 to ~4 Grar•ellp loam.__~~ A-~_____ 75 to 8~ 40 to 80 3~ to 50 0. 8 to 2 5 0.1? to 0. 1~ 6.1 to 6. 6 Hi~h_______ Lon•. erate. Lon-.
gravel at depth of 30 to 60 mches; occup~es 44 to a3 Verp gravellp saadJ ~ o undulating, morainelike tapograph}~, loam. ~
~3 to 60 Gravel_ A-Z--•--- 30 to 60 20 to ~0 ~ to 13 S. 0 to 10. 0 0. O6 to 0. 09 6.1 to i. 3 High._.____ Lon. ' - _ A-l___.__ ?a to 3a 10 to ?0 0 ta 6 ~10 0. 0~! to 0. O6 6. 6 to 3 High_______ Lo~r. Lon. Lon.
. ~ . ' EIC Eloika ~•erp stouy silt loam, 0 to 30 per- Sim~lar to Elo~ka sat loam, 0 to .0 percent slopes, .
ceatslopes. e.~cept that they are verr stony throughout. 5 . ~ EID Eloiba ~•ery ston} silt loam, 30 to o~ ~ - ~
ercent slo es. " ~ ~ P A
• Em m nt silt loam. 1~Iedium-te~tured same~hat oorl drained, 0 to ?6 S1t loam______._. ~ E de , P Y ~ • i alkaline soil formed in F►llu~~ium from calcar- A-~------ '9~ to 100 90 to 100 90 to 9~ 0. 8 to 0. li to 0. _0 i. S to 9. 0 High_______ Lo~ to ma Low to mod-
~ eous silt volcanic ash, and diatonite; depth ?6 to 41 Verv fine snndy ; ~ • _ , erate. erate. Lon.
~ to water~table fluct~~ates from near the surface loam. 9~ to 100 90 to 100 fi0 to ~ 0 0. 8 to 2. a 0. 17 to 0. ?0 4 to 8. 4 llfoderate___ Lon . to about 6 feet. 41 to 60 Sand cla loam_:: ~ _ y y 4-6______ 9~ to 100 90 to 9~ 8~ to 90 0. ? to 0. b 0.1~ to 0. ?0 6. 6 to i. 3 Lo~_____ ,lI d
. • r _ . 0 era~. . . Fa6 Freeman silt Ioam, ~ to ?0 percent Verp deep, moderatelp n•ell drained uplsnd soils 0 to ?2 S~1t lo~m__________ • A>~ 'NIoderate.
A-~_____ 9~ to 100 90 to 100 80 ta 90 0. 2 to 0. 8 0.1~ to 0. ~'0 6. 6 to i. 3:lloderate.__ Lon to mo slo es. nzth medium-testured surface la~ er and med~- - p ~ t lv fin t tturedsutuoil• formed 2? to 72 Silt cla loa~__ _ erate. Low to mod- ~ erate.
Fa83 Freeman silt loam, o to _0 percent um or modera e e e , y y A-6______ 9~ to 100 90 to 100 80 to 90 ~ , slo e~ ~everelv eroded. from silt on rolling to hillc uplands. . <0. Oo Q.1~ to 0. _0 G. 6 to r. 3 Lon•______. .lloderate. P ~ . \Ioderate.
FaC3 Freeman silt loam, ?0 to 30 percent slopes, severel}* eroded.
Fm n• marsh. Shallon s~am v intermittent onds and Fresh ater , P
fringes aroun lakes th.1t ha~•e a fluctuating •
~vster table. En 'neerin dats is not 'ven, 'a~ 6~ 8 ~ . as land type is too ~•ariable. , , „
a ~ m t 0 er eut `'e dee ~vell-drained soil de~•eIo ed in loess 0 to 8 Silt clap loam____ ' ; ^ G C3 Garfield silt}• cla} loa , 0 0 3 p c ry p, P F A-6______ 9a to 100 90 to 100 90 to 95 0. ? to 0. b• ' 0. 1 r to O.1G
. ~ slo es, se~•erelv eroded. on rid;etops and knobs on the rolling to hill} S to 23 Siltp clay____ • ' 6. 6 to r. 3 Low_______ _lloderate. P. ~ A-7______ 9~ to 100 90 to 100 90 to 9~ 0. OS to 0. l 0. 14 to 0.1~ 6. 6 to 3 Lo~.______ Hi h. uplands in the Palouse soil area. 23 to 60 Si1tF clay loam___-~ g T-Moderate. High.
. A-6______ 9~ to 100 90 to 100 90 to 9~ 0. 2 to a 0,1 ~ to 0. ?4 6. 6 to 3 Lo~v_ 1loderate. 1Soderate_ ~
GgA G~rrison grsvelly laam, 0 ta ~ percent Gra<<ell}•, medium-textured, some~hat erces- 0 to 1~ Gravelly loam____. _ , A-4______ 6a to S~ 44 to SO 35 to 50 0. 8 to 2. 3 0. 1? to 0. 14 6. 6 to r. 3 Dtoderate Lo~. slopes. si~lely drained soils formed in gra~~ellv glacial la to 44 Very gra~~elly loam. - • A-2______ 45 to 65 30 ~O 60 3 to 1~ 5 to 5. 0 0. OS to 0. 10 6. 6 to 3 11laderate___ Lo~. LoR-.
GgB Garrisan ravelly loam, ~ to ?0 percent out~•ash material from a~•arietr of acid, ~4 to 60 Sand, gravel, and ~ ~ . g • • A 1______ ..5 to 33 10 to _0 0 to 3 10 0. 0~ to 0. OG i neous arent rocl• on ne~rlr le~~el to mod- cobblest,ones. ~ 6. 6 to 3 High______. Lo~. slopes. g p , .u• . Lon,
. eratel~• sloping terrices; depth to miature of • sand, gravel, and . cobblestoaes ranges from
; " to 5 feet. . ~
~ ti' , ; Gm8 Garrison ~•ecc gra~•211r loam, 0 to S Similar to Garrison gracell~• loam, except that 0 to 15 ~ery gravellr loam.• • . ; , A-2------ 30 to 60 20 to 50 5 to 15 2. 5 to 5. G 0. OS to 0. 10 . Low. Low.
ercent slo es. the surface la~•er i's~~ en• gra~'ellr. 1~ to ~4 j err gravell} loaID• 6 1 to G. 6 11loderate_._ Lo~-. , A A - ' A-2------ 4~ to 6~ 30 to 60 ~ to 1 ~ ~ to 60 S~nd, gravel, and ~ a to 5, p 0. OS to 0. 10 6. 6 to i, 3~foderate___ La~. _ LoR-.
cobblestoaes. A-1______ 25 to 35 10 to 20 0 to 5 ~10 0. 0~4 t~ 0. OG 6. 6 to 3 Hi h____._. Lo~. s . ~ ,r
Gn6 Garriron ~~ere ston~• loam 0 to 20 Similar to Garrison rarell~• loam, esce t th.1t " . . , ~ A
ercent slo e~. the surface lnver is ~•en• stonr. , P P . . . _ Low to
~ ' rc medium-tQStured ~e11-drained soils 0 to 72 Silt loam_____---•• _ GpA Glenrose .ilt loam, 0 t~ o percent slopes. ~ e deep, , :;y A-~_____ 80 to 95 7~ to 9~ 60 to S~ 0. 8 to 2. 0. li to 0.20 . 1 GpB Glenrosesiltlosm ato?0 ercencslo es. foru~ed from acid i neous glacial till; surface ~ 6 1 to ~.3 ,foderste__ LoR• to moderate.
' p p : n r lcanic ash• n moderat~ GpC Glenrose .ilt loam, 20 to 30 percent la} er influenced b oe_s a d o , o
~ slopc~. gentl~• rolling to steep uplands. • GoD ~ Glenrose silt loam 30 to 5~ crcent " , 1 A
~ clope~, ,r;:
, ~ ~
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1
STORS✓IWATER D.RAINAGE CALCULATIONS
FOR
RICH ALLEN
15112 E. 32n.d AVE., Spokane, WA
NTE 1/4 of 1VE 1/4 of Sec. 35, T. 25 N., R. 44 E. W.M.
Spokane County, Washington
FEBRUA.RY 26, 1998
~t.tC
tC~L ~ 1~SEO
Prepared by: ~E'4U~~ ~
\
.
Si.m son En 'neers Inc. ~
P gi ,
North 9091~rgotvle Road ;~.41
Spokane, Washington 99212
The design improvements sho«m in this set of plans conform to
the applicable editions of the Spokane County standards for road
and se«Ter construction and Spokane County guidclines for
stormNvater management. All design deviations have been
approved by tlie Spokane CountSr Engineer. 1 approve these
plaris for construction
I. Stunmary
II. Stormwater Drainage Calculations for Basins A
~`,tS E. III. Attachments: of w~sy, ~
* Soils Map and Tables
2 ;
, ~
9967
~o StorYnwater larainagelreports\13643 ~SfONAL
~ EXPIRES 7it71 j J ~j
JI
.
M Y M
Stormwater Drairaage Repart} Rich Allen, 15 112 E. 32nd Ave., Spakane, WA
I. SL]1LM, ARY:
The development consists of one basin, A. See Drainage Map for parking lot. The basin is compQSed of one
subarea7 1) imperviaus asphalt pavement. Storrnwater flows overlarnd across asphalt and anta a grass draina9e
pvnd.
7'he grass percolation areas (drainage ponds) were calculated to bold the first 1l2" ot` rainfal1 runoff aver the
aspha[t parkin,g areas.
The Rational and Bovvstring Methods were used to calculate the peak stormwater runofF for the basin, and the
type and number of dryvvells needed for each basin based on the storage capacity of the pond. A single barrel
drywell pravides ample outflow for the drainage pond.
In accordan~e wit,h "Soil Survey, Spokane Coun#y, Washington`{, 1968, the soil is categorized as:
GmB, +Garrison very gravelly loarn, Similar to Gam'san gravelly loam, except that the surf'ace layer is very
gravelly.
Figure 2, page 6-3, of the "Graidelines for Stormwater Management", by Spakane County Engineers, was used f.or
rainfall i-ntensity and duration occurring at a10-year stoTm frequency.
`t
Rich Allen: Storm.water I]rainage Repprt
II. STC}R.MWATER DRAINAGE CALCULATT[3NS:
Basin A
Area
I avement = 7,020 + 169 + 270 +390 = 7~539 sq. ffi - 0.180 acres
Storage Reauired:
a) "208" Storage Required = (7,839 sq. ft. )(1/2"12 in. per ft.) _ 327 cu. #t.
Storame Provided:
PonL1, V" deep7 (707)(8})(0.59) + 3317.5 cu. ft. > 327
Pond, 8}' deeF; (70?)(8')(0.67y) ~ (M) ~2~~(0.67')(1 56')_ 477 cU. ft. > 117
7~~f~7
Pond 'Bottom
70'
• J
RATIONAL FORMULA HYDROLOGY & BOWSTRING METHOD: DETENTION BASIN DESIGN
DRAINAGE BASIN ANALYSIS for 10 YEAR STORM EVENT
~
Data~ 02I25/98 Project Name: Rich Allen Project Number: 13643
D'esign: EBS Site Location: Progress Road and 32nd Ave. Disk File: B7:lbowstmg110113643.wb1
Basin Name: Basin A Description: Aspftafti Parking ,
Pond Name: Pond A
SUBAREAS: TIME OF CONCENTRATION (minutes):
Description Acres C A*C Tc (overland flow) Tc (gutter flow)
Asphalt 0.180 0.90 0.162 Ct = 0.15 L2 = 0
Z1 = 0
L1(A) = 130 Z2 = 0
N (A) = 0.016 B = 0
S(A) = 0.02 n = 0
s= 0
Tc (A) = 0.75 d = 0
Total Basin Area, acres = 0.180
Composite Runoff Coefficient = 0.900 L1(B) = 0 Tc (gut.) 0.00
Combined (Area * Runoff Coefficient) = 0.16 N(B) = 0 Tc(A+B) 0.75
S(B) = 0
Tc total 5.00
Tc (B)= 0.0 Intensity 3.18
Holding 0.00
"208" DRAINAGE PARAMETERS: Q(est) 0.00 c.f.s.
Impervious "208" Area = 7839 sq. ft. y
"208" Volume Provided = 338.5 cu. ft. Time of Concentration = 5.00 minutes
Storm Storage Pravided = 477 cu. ft.
PEAK DISCHARGE, 10 YEAR STORM:
BOWSTRING CALCULATIONS Q= C'" I* A= 0.52 C.F.S.
#1 #2 #3 #4 #5 #6 #7
Time Time Intensity Q dev. V in V out Storage
Inc. Inc. NUMBER and TYPE of DRYWELLS PROPOSED:
(min.) (sec.) (in./hr) (cfs) (cu. ft.) (cu. ft.) (cu. ft.)
(#1-60) (A4c°#3) (0uff.-#2) (#s-#s) 1 Single-Barrel (Spokane County Type A)
0 Double-Barrel (Spokane County Type B)
5.00 300.00 3.18 0.52 207 90.00 117
Outflow Provided 0.3 c.f.s.
. 5 300 3.18 0.52' 207 90 117
10 600 2.24 0.36 255 180 75
15 900 1.77 0.29 287 270 17
20 1200 1.45 0.23 306 360 -54 "208" TREATMENT VOLUME:
25 1500 1.21 0.20 314 450 -136
30 1800 1.04 0.17 320 540 -220 Required G.P.A. ponding volume:
35 2100 0.91 0.15 325 630 -305 Impervious "208" Area x 1/2" = 327 cu. ft.
40 2400 0.82 0.13 332 720 -388 volume provided at 6" depth = 338.5 cu. ft.
45 2700 0.74 0.12 336 810 -474 OK!
50 3000 0.68 0.11 342 900 -558
55 3300 0.64 0.10 353 990 -637
60 3600 0.61 0.10 366 1080 -714 STORM STORAGE VOLUME:
65 3900 0.60 0.10 389 1170 -781
70 4200 0.58 0.09 404 1260 -856 Maximum storage required = 117.09 cu. ft.
75 4500 0.56 0.09 417 1350 -933 volume provided at 8" depth = 477 cu. ft.
80 4800 0.53 0.09 421 1440 -1019 OK!
85 5100 0.52 0.08 438 1530 -1092
90 5400 0.50 0.08 446 1620 -1174
95 5700 0.49 0.08 461 1710 -1249 DRYWELL REQUIREMENTS:
100 6000 0.48 0.08 474 1800 -1326
1 Single (TYPe A) 0 Double (TyPe B)
RATiONAL FORMULA HYDROLOGY & BOWSTRING METHOD: DETEPVTION BASIN DESIGN
~DRAINAGE BASIN ANALYSIS for 10 YEAR STORM EVENT
Date: 03I02198 Project Name: Rich Allen Project Number: 13643
Design: EBS Site Location: Progress Road and 32nd Ave. Disk File: 67:Ibowstmg110\13643.wb1
Basin Name: Basin A Description: Asphalt Parking and included Ezisting Gravel_
Pond Name: Pond A
SUBAREAS: TIME OF CONCENTRATION (minutes):
Description Acres C A''C Tc (overland flow) Tc (gutter flow)
Asphalt 0.180 0.90 0.162 Ct = 0.15 L2 = 0
Existing Gravel 0.170 0.55 0.0935 Z1 = 0
L1(A) = 130 Z2 = 0
N (A) = 0.016 B = 0
S(A) = 0.02 n = 0
s= 0
Tc (A) = 0.75 d = 0
Total Basin Area, acres = 0.350
ComPosite Runoff Coefficient = 0.730 L1(B) = 0 Tc (gut. 0.00
Combined (Area Runoff Coeffcient) = 0.26 N(B) = 0 Tc(A+B~ 0.75
S(6) = 0
Tc tota I 5.00
Tc (6) = 0.0 Intensity 3.18
Holding 0.00
"208" DRAINAGE PARAMETERS: Q(est) 0.00 c.f.s.
Impervious "208" Area = 7839 sq. ft.
"208" Volume Provided = 338.5 cu. ft. Time of Concentration = 5.00 minutes
Storm Storage Provided = 477 cu. ft.
PEAK DISCHARGE, 10 YEAR STORM:
BOWSTRING CALCULATIONS Q= C"" I"` A= 0.81 C.F.S.
#1 #Z #3 #4 #5 #fi #7
Time Time Intensity Q dev. V in V out Storage
Inc. Inc. NUMBER and TYPE of DRYlNELLS PROPOSED:
(min.) (sec.) (in./hr) (cfs) (cu. ft.) (cu. ft.) (cu. ft.)
(#1 'so) (A•c*#s) (ouff.*#2) (#5-#6) 1 Single-Barrel (Spokane County Type A)
0 Double-Barrel (Spokane County Type B)
5.00 300.00 3.18 0.81 327 90.00 237
Outflow Provided 0.3 c.f.s.
5 300 3.18 0.81 327 90 237
10 600 2.24 0.57 402 180 222
15 900 1.77 0.45 453 270 183
20 1200 1.45 0.37 482 360 122 "208" TREATMENT VOLUME:
25 1500 1.21 0.31 495 450 45
30 1800 1.04 0.27 505 540 -35 Required G.P.A. ponding volume:
35 2100 0.91 0.23 512 630 -118 Impervious "208" Area x 1/2" = 327 cu. ft.
40 2400 0.82 0.21 524 720 -196 volume provided at 6" depth = 338.5 cu. ft.
45 2700 0.74 0.19 530 810 -280 OK!
50 3000 0.68 0.17 539 900 -361
55 3300 0.64 0.16 556 990 -434
60 3600 0.61 0.16 577 1080 -503 STORM STORAGE VOLUME:
65 3900 0.60 0.15 614 1170 -556
70 4200 0.58 0.15 638 1260 -622 Maximum storage required = 236.62 cu. ft.
75 4500 0.56 0.14 658 1350 -692 volume provided at 8" depth = 477 cu. ft.
80 4800 0.53 0.14 664 1440 -776 OK!
85 5100 0.52 0.13 691 1530 -839
90 5400 0.50 0.13 703 1620 -917
95 5700 0.49 0.13 726 1710 -984 DRYVIIELL REQUIREMENTS:
100 6000 0.48 0.12 748 1800 -1052
1 Single (TYpe A) 0 Double (fYPe B)
i
UNTY WASHINGTON - `SHEET NUMBER 76 ~ SPOKANE CO ,
R 44 E. ~ R. 45 E 1 , ~ (Joms sheet 67) _ ~ . _ - - ~ - - -fV, ~ . ~ . . y ~ H y,,,', ...~;,'~u~ =Q~j~ -",i' " . 'g ` r`i; '1`
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° CHICAGO ~ ~ rt'~~ i I ~ i I. , ~ ' . ,Ei~u~' ~ ' ~ 1' ~ ,n =r~ - ~ ,y - ti'"''r. , I , ~ ~ . ~ ~b - ~ - ~ - ~ ~ u7 r ~ ~ • ~ a . . ' f~f '~~};A ~~w~~~ ~ . i• , I . ~ ~ - t` . . ~ ~ r ' 'uf ~r w~, - . i J ~e ~ . G Y]ID . .L' ~ ~1~ ~ , . i y~ . ~ .L.~r7.~.~ - n , y \i ~ 4mS ~ ~ ~ ~ / `y ~ ~ i ~ l~ y, pn 3 1 . ' . ~7t T
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E.~~ . < ~ ,i.~ ~ ~ t ^ r . rt ~ W. ` R~ ^~i' C,, ~ _ "r r ~ ~F~~ 1 ~n y.,,, ~y r~7~'~o~p~ ~ . ti- , „~~l:;`r Y[ . T' ,~p ~ i Q'~~:~ k~ on ~st~ r` ,i ~ S~ `~6i !S i :Y ~ ~ , ~1W , t :~6~y G 1 ~ b v . ~<il E l ~ •r, N , . . ~ - o a~ , , 1 ' ~ ' _ V' 1 . t'i~ ¢=s j~~ . ~e L `+~i"' `i.J. .w~ ~J,' 1 ~ 9/~ ~
. . i .i \ f t .1 ~ 1_ ~ . - ' a .-.od. ~ti.:`• ' I . ,Z ~ i , E~, r - ~ • 1~-_ ~ - ~ ,~1 ~ .d~ i, h' e~ ~ » .r,. t.; ~ ~ ~ S ~ ~ • , ~ J . ~ s- t •I - . • ~ , ~ ~i T ~ 't.- . `i , ~ . „ ~a° . ~ v ( a ~c,Y% . ''~i U.r.~, ti. , u . ..t.~, 'q,'+~ j.'L`YS.'~ O
~gA. .~r P ` ~ rl'~,.;::; L(!~E ~ `~b M yy n~: ~r:~ 1 . Z + ( 1 ~ . ~ t, ~ ' F~' ' ~ ~ a 'Y+ i F11 F ~-9; ; ~ ~ li•' , f e+ ` ~r'4"' . y.'i'^ 7 ' ' 6 ~ - ~ t~'~ry } p,~ ~`~!~.i~y~.' a ~fl
~ . ~4 1~ I ~ t~ ~ !'1 Z. 9, I1~~~r' ` ; I ; r ~1 ~ - ~ (~R . ~ J ~1 ~4X ~r''1 ~ t' ~ ~ ti~_,- -:s ~ Gm8 , ~ ~ " , ~s' - ! t , , • ~ , n . m8 ~ ~ - ~o~• G i ' J ~'r a~ r. a~ S . - Pr r+~. ` - • ' - -=^'-=--==ac-- f -i , CkC~ ~~I, ~"~-=.~r__~' =i' • t ~ --D,._.
a ' ' ~ Vl•1~~ - •b'~. ~ 6' „~r,~... , , '20 c~r~'~ , . . 1 ~ . ral Valle 24 ~ ~ r~ cc . ~ . ~ P ; ~ ~ _ ~ r- . v ~ ~ Cent y . ~ t .ti. - - , , • a. ~ ~ . ~ , ` ~ . PeA ~a ~t . ~1,~ ' ,
~ ~ `v School „ s . . < ~n - , , ~ a~ ~ Z . Gm6 z ~a~b.' ~ , _ ; ~ , , 'n ~ ~ 3: ~ , °i• Aa + . ~ ~ 4.~ ~ ~ ~ _ ` s . ~ PosA ' b ~ ` fi ~ . , ~4 0..,~,. . ~
. • F k,d ~"v-•- , • Gm6 'SP~ a r _ ~ •'~•'°r, , rt r .~I ~~'a~ " ~ . .~tr , ~ . L.~ ,e~ ~ , ~ ~/.~'ki` :,+,r~^'' ~ , d ~ 2 -A an v T ' ~
, rf ~ . Y". . P ( a' ~ !m 'K ' ~ t ..r ,n, 1~y ' , ~ j ~ . q ,~~f~. . . . U1 Y~ ~ r `~0 .r~ ~.~5` ~i " • .-t.:, k.~, ~ ~a ,t ~ , . K ~ F r u~ We , q Ro~ ~ ~ ~ w ~ ; ~ _ . ~ u~d. . • s % ? ~ ,C? J ~ "Co Ht8 . 1i : , . , ~
~ G , ~ ~~a,: . a , s l,;,,,_ GgB . ~ a 4, r , s• t~ I~ 4'1 , ~ ; n , . ~ , ~ ~ w 'O w'`~ Ro Hs8 , ~ 4 • w c . ~ , ,p ~ ~ ll ~
i . 1 i~ S , , ts~+ ~ r c~ ' ~4` ~ . - Hs6 ~ ~ J~ ~ • <c. Q ~ t D ~ Ap ~ ' . or . ar ~y , . . ~ / JZE MCB j R~ ~ / ~ t` ' , . ` ~~f \ 1 ~ ' . ' • . - ~ f ~ o- . ~ G
~ • ' ` 1- ~ ~ ' - ~ ' m Hs6 ..BsB ~,i ' . .~MaC ~ - r ~ . _ ~ . . _ - GmB m ~ ' Bs~ ;r~' ~ - s ° . ~ « ~ . .;r-- ::M ~ UhB S v s ~ PsA ' L8B . ~ 9 " N ~ ~ r i` f : 5 .kr ~ . ~ N ~ ,~1~. `
~ ` , }s . 'i~ ~ ~ ~ McB . f , , . . . , ~ ~ . 1:,,~~~. , y ~ . , ~'0 . i ~ ° ~ - _ _ j, ~ ~ „-:,r--~" , , ~ , ~ 1 ✓f ~Y. , ..\i 1 ~ P.~ "~w . . ~1 rN Yy ~ d 1 ~ v~~y,,a;~ ; sa',•. ,y . 3~ ~'SA vwn -1 f - Mc ( ' ~
~ ; ~ ~ a~'.- , v ' ~ - ; ~fi'c _ ~ . . 3 ~v ^ ~ ~ ' . r~ : ~ •i . ~ g ~ 4 „ r - - - - ~ Y ~;t ~ C, tE~ PsB ~16 _ r . , ~ ~ r ~k.IvC : • .~r ~ , ~ . s;,; ~ ~ : V z ` ~ : ' ~ " ~ ~ 8., . ,.i-~ ,R
• .~_,k ~ ~ /I,~ ~3,~ ~i' _ ,'n . z. ~J `%ki 5 v ~ , r , ~ ~ . 8 f' / ~ ' , v:'' . - y',:' ~ ~ ~ 1;':;~~;; x 'E'. - e., •d.~' ' PSA.~ ,n~''
~ ' Sx8 ~ ~ . ti r~ ~ . ' , . ~ / Bs8 ' ~ ~ Ztit'. - ,...-k 'i . La8 :w,~', .,4 , - t _ , . • , - , Z' ~ a Cn8 . a,~ .a ~ . ~ ~ l{'~/ fi
k~ , . ~ ~ ~n,~ ~ 1` , L~F~ ~ ~ d , r~S?~~ ♦ ~d~. ~ q ~ ~ . ~ . - ~t:~ ' eP UhB ' ' i~ y', ~t' % , c , r ~ ~ J ` i rr• - Q ~ ' , ~ °PsA PoA . ~ ~ ~ . . ' ~
,i , 'P '3';',Y ~ \Q o ~'a ~l~ ~ . +BsB e~-, i o,, g - ' B k B, ~ ~ ~ • • . ~ f 1°` " ti, ' ~~rP ' ~ L_ . ~ .1 ~ , , ~ P L ~ Co . : . 7~'
~=,r'n~~ . -\I ~ ' \ \ . e' t,i y •~Y ~SB ~ h ~ ~ SA ~rf i-'' ~ _ . . rr s!~~' ~ 7~ '•r?:tce - • ~ e~' ~l'' „ P ~ ~ - i` _ ~'i;, ,y, 7 • ~ ,W F Jyy~f ,~t~._[~ ".,r, yr Cjg/~ ~ ~ n _ ~ ~~II l~ •o . • ~ . ~ r - , „a~ ld ~~v~ . „ t ; f8 _Bf8 ~x n . s -:~r` - ~n. ~ ~
~ ~.~ljd.~r. - ' f C A ~7 yF• 7, ~ ,~l • * a'!" f . ~ ~t,.~,; 'yG~B ~ . ~t Ba6 ~ ~ . y'~r _ q,~~' , ,B's8 ~ rr _ w~}.. , ;!7 'r \ HmA y r - ,s •,rv'sa 'sa ~r• ~ ~1 _ t6 - '%1 ~ ~ '~a . l.. r O c
p,_ .~:.~'4}~3.. `T - + ~ .'!FitB , ~~~J;~~! . ~ , ,,•y.~ ,w.. r ;x,; ~ • ~,k~ ~ t ~ ~`4r ~ ' \ . '~;r~" ^ o ~f ^"~I ~ '^~~~t. .i.t~Vti~~„~~ _ w ,1 f ~ d:../~'1~-% A',~a~ " r'~ e'~~+~"~. - 's~ ~ . MBC. . ,l ~ ~S N ~~^r!A ~ t_ ~ 1 1~~ , _ ;li~= Y ~n ~ . \ ) 4 t °S' k , ~ o ~ 0 o a
•f ~,G~~L" ~(iw'~ S' . e - "`~',fT~.~ r' .+a ` N y~~ ~ I _ 'A`' . ' l , ? ' ~ J ~kJ ~ ^ I ~ r ~ . zr . ~ :k . , s~ ~ } . , , ~n t ' r ~ , ~ ~ ` S k ~ ~ N ,,1 \ _ ' o I ~ .1, 7f .+5~ w I ° x~, , i~ , ' I. • y,-.~~ , a . 1 . G/ . . I • , ~ ~ ^l'~; ~ ~1• . +.au ~j.M ~ ~ ~ ,,,e 'p r•.', a Ql ~ Q) ~~Se. ~ '.L-i+.,~u n ~ _ .d ' t~F Q ' c., ~
~6 ~ . PsB .y}~n e_ ~ ! , , ~ . . ~ ~:a ~ ~SAL ~ ~ ~ -r~ Hh~ j ' n~'r\ , ~ i.,- `:~h .~x~,a ~ ~ ~a_.:.~.,J>= ' ~ _ I ' ? ) _ .C ~`"c'' •+se ~7- •i :JE -cr ^ ...r v`i,i w ~"bti \ ''',M-d- ..1~~~:, ~1. ~~~`t l - • a ` ~ i - .c.i~l~ ~ 4 ~ ' ~4 ..~7~ ~«r'. ~ ~ ~ U u ~
~ x8 II` ~ . ' ' ` ~ ~ <h;;: , ~-„1-~.~~,~l1~! ~ •d•~- ~ - S ,~s~i • V,,=~~ .k, ~y,J '~~;~,rn~,7St~ n t 'i, , -1 "+e',~• 1• C 1/1 r P . h`.. r ri ~ v4' ~ , ~ t , ~3 , ~ d ~ _ .F' .~7a , w ~ti - ~ , : tircBsB f~~. Ftm_ - u . I' ~z~- -r Bs6 ~`2. ~ ' ' `~t . :~t~. ~ ~ a z~ o ~n i.i ~
~ ~ ~ ' , t~~ . , ~,~.4.-7 k r~: o r , ~t.~i"•3~ , ~ c ~ , , : ~ ~ ' ~ , ~N,~j~ ~~c , ~t, a ~ HhA PoA. ' ~ .1~, . ; ~_~1~.',-, . ~ ~ •~j ~ , ~ J.~> ,o- , , .1 . ~ "r'' k . ~~J~.I A . .I1~F°.r^xj~f• ~S`4 ~ ~ °F~' ~ ~.~i .a,~.~,{'i.. _ ~
t - f ~ PsA , t r, ~r ~ , ~ i r I f ! ~ ~~'Y < . . (~.U B • ~ i, , il ~ ~ ~4' :'c 'a . .x ~ ~ , ~$y ~ ~ , ~ ; r If~"-:= ~ i,~ r,~ - -a~" m6 ~B , ~ . ~ 1 ~ G .t~ Bs , - ~ y,t' ~ - r„ ?
a' ~ II `:i . q~ r~ y,' ' . _ ~a' i~ 4` ° + d ~~'~';2, ' ' .-,,E „i ~~..J n~/~' ~'II ' . , .L . , ,7.! f - ` ry~. r r s } ~ _ tr'wl ~M.i ~ •O i ~k`'; ~ ~i~ ~ _n l~ V.'~ • ~ ~ . ~~l• ; ~ {y r-9 . • ~,:,4 PsB ~~y' ,,G;, ~ ~ a , ~~C,
. + 5~,7~?`t.~+~-r~r~ ~ • Sir-r ir," ,A ~S ~r II ^ , =i~ ~l' ~ ~ ~ i'•:cl^"' ..Y,i~t~ ~ _ y r r.. _ _ , _ ',R~ ~4 - .u~ » ~ ' .c - ~ . ~ ,9' 'YS' i Il ~ ✓ " J ~ r M . p~~ O 0. ~ ~ ~ - y PJ!'~ ^C ~ ry 1~Y1, 13~~„ I .l'1 ,1 Ij s i ~ ~ ~'~.~G~^ . _ { y'~/ ~
s' ( ~ ~ _ . , ~ SuE ~ , , i ~ - b , ~ p~xp*~'S / ~ ~,.g f ~C"'. ' il a~ . . , ~'7 a , o ~~5~ ~"~L''~'-.,,L~_ , i ~ :1 '~ti ~ `'J (~1 F^ , G 7''l.~ ~r, / ~gg II - . - . , . v . - BSB. • ~s_~'i. , ~ ✓ ' • ''i: . ; , , ~ , : hl~~ . PsA ~ . ...1 1~-, . ~ .T.~ • ~S • -,~='•,dY ;7
~ ^ ~ ~ f ~ Z~~ 'y '~Grt'~ ~ •.-,b •1` " "a'! . ~..1 , ' I , `j~ ' J. , ~ ~j~'~.~ ~a " ~ b . e ' . ~ ~3. l.,~".. I~ _ . . . ,A Vk+.' . ~~c?4+t~ i A,', > t~~ e ~ .lri~ ~ ' , " ~~l~~~1s~ h•~ ~ 11~.h ' !C~ ~Y 4 ' . ~ ~ J - ~ • '+'i:~~. f
, r: ~ ~ - ~ ~ . ti..s s:~ ~ _ T~~<. ~ , . _ _ ~ . ~ ~ ~ ' - , ' - ~ ~ P . PeA ` : r .n Y I . ~ i •i • ~~R ...y~~a. _ . RO,; e,.7 ~q - ~9.4 Ro,~ r,- ~',t f ~ti<^~.~i~.y°: i ~ , ` , • il 'S~~`'' ~p ~ , ~ - ,,1v~ ~ ~.1i►1 ° PoA ~d ~ . ~ II i Ir 4n;y.,:ti y~~ ~ , t6f4! ~ u r s: 'Ps6; ~ /i~`4 / S .~k `^'~3,,,a'''/ i
~ . II • a . ~~~Gm6- -II .,,~4',~.,? 1. ~y:; - • ~~ss r ~ o ~~1 ~ :~~..~_,~w~ ~ _ 'I~ "wJy, /l.'i'Rh' C.UB ~ . i ¢ K 7 l j~,
j- ~~,.a.. ~ a 1 ~ ' "''a•+ 4 '-~p ~~I ~ ~i 1 . I-.. ~ Ya~ :r,~l. 'at` , ;.t~ I' !'e I~ ~1 ~t ~~~w~ ~ p ~fiV~. w ~ ~ -~iX+~ ~ ~ ~ PH. ; ~ i .i~`. _ . V~ ~y', , ~ II Ih., ~~•Y ; 4 ~ . Q t~~~'~~ ,.i ` 1 ~P' A'~• . 9 ,s;~ ~ ^~r ;..s%•° x - 'r'? ~c', . • Y q, ~
GmB ail •.~i : 'r~-_ 1 s ~ .~A,~ `;k, II II PsA '`Q ~,~z•~•. Bb6 ~8; /p r~.~" - ~ ' ' • ~ ~ . ~tt '~~~1 ~t ~l ~ • ~ .•ry, ~I, w i.: _ - V ~~F~1 l ' ~4~ ~ ' ~ ~ ~ fa I~ ` r",.., • at ~ ' ! , ~ v ~ . ~ ~ I ~ ..--~..`r•~ ~~i~ Y ~ ti~ e ~ ' ~ ~ ~ 1/, r ✓a ~ , ~ "•i,.r :.w5~ ~ V v
~ _ .y~tri~~ i~ .tA~ ___===='1L.`_ -===='JiI . " a ~ s8~. HoB, v ••"i ~fp r ,-u~}.y.' ~ i~ _ • G.,1 r. ' "'a,,-~~ r , , ~ PoA',~~ . ~ a' ~ w.~ tl - • ~"P5 • ~If ' X 9 : , .~.s;Q - , . • +i•f f ''~V,~i~'p~ \ II :,fp;~,•~• ;~"ii f .,p:~.l'' ~'f 1. RCC ~ . r~ r, .7
'~~i, •f♦ iia ••;-'8 c~.~ +*~pC ~ t - rs., , d, q"~ :c' . . ~~fis StE,'},~ i G B~ a~~~ HvC ;;~~~'Ap 50 ~t ' ~uE'' ~ Se ~j. ~ ~'s r -v ~
~F1,li~;;4;~ g , r,v~~~ ~ , P ~ . <r : • , r ti, ,4 : i: ~9'- ~.~4 II 4~ NcA r ~ a.~.+ . yr! i T' . ~ 1 r ~ • ' ~ti 1~~ ~°p°r'~^ a :i: j'~~`,N 1; y~'`~~ II v?'~~~, ~SP~ GtA _ ~ + ~ ' 1 4 .1' ~ ~ :h~ ',~6„' ,`31~ '3" i, •.~'r~ i~ CUB ` ~ 1T ,,r,, ~t .!i • ~ ,:f:"
; ~ .;~s~~t La8^tl`,~ ~ ~ , y ~ ~1~,~i ~ ' ~r'{ 'II ~ GgA II .r::~~ ~~li ~ . i~ ~ t t. /~i; * . ~ i`.~ ~ r~ a +'.I.i i ' ' ~l 4 ,'`4a ~ ~y"~ ~ , 2 ~h E ~ Y ~ ~„r ~ , ~I P / .....b ..ti 4+j~+;' • ~ ° , t' a 7x r~ ~ . ~ ,I f" /'i ~ r,4~•- ~ ~ ;3: ~ ~ ~y. Z 1 PsA . . i.. .x aC~~ ' r r i . J~ ~ `
~"tr~, e~.,, ,t . - 'V~ 31 r' :Fm ~r .5 ~ n. ~ . , ll 6 , • . ~ ~ p. 35GRAVEL ~ . ~r~~'~ ~ ' ' '~1 + P Ba9 . ~ - ~t~* ~ McB , , I ~"~~'•~~t':~'~..,' ~ Ps6 ~ °j' ' ~ . ' 'S
~ ~ ,1^:>~,.~, ~ Prr , .NcA ` ~ ti~:~Y A ~ " ! ~ Ho8 • • e' <i~ . , ► , " :~r ~ . b`• u , , ; . . , • i 'r BaB . , . . 1,: . ~ _r~i.,;, ~ y F'~ ~ ~ ~ , u I ~
i ~['J~ ~ ~ h, S$C ~ ]~.A. 9 a t' . + ( , r ~ ~ t ~ l ~ -t ,~,.~o,_ / a' ~~..►:f , ~ , . . f b r t q' iy „ ,a. y. ~r` 1~.' , Nin';i ` q . • ° ~ , C.f18 . . n i _
' .t .,r.An2'',~~t ~ r d . .y• . . .i~ ~ d` ~ ~C.::"r ~ ~~,~1' a i , , ~ ~ SD,(:^ ',°~x'' . ~ SPC f~ ' - ~ ~ ' r • . $tC SDC _
~ 5C . , ; ~ , _ i. ~ 'rh~ ,~'~~t. . i :^Q-.r^~ 7 1 . _ , • HhA :i: ~,,%r:~=..-n. 'g;.: r aQ? Y , .Kc. . Kd~v .g '-'a Ba8 ~ • . ` a .
~ t ••~~~IyCI r ~e1. ~ , l~t ~o ~ . ` ~~;~,i• ~ x. / ~ t ~ ~,~r. < p<~~ .~Y f:~ ~ b., p,~ . U h6 . UmC ' ~ ' ~t~ 1 ~ : Z ~ ','~~a R ~t . ' ~ 1 . . A~ _ ~ t~- k, PsA : u~ :a•' ~ i'1&~•,".b / " ;n D.G. - ~ ~
Y 4 . ~ . V~ 1. ~ . . . 1 0 t~,j` '"L'.~y$ d~~di yti~~~~%~,~~1M~ ~ Y. t ro' . 1~~ ' ;R 9 ,4 •`~.'~~r'~(~ .•`c,f~ SsC • R~. ti,~►',;l;j ; a6 Hs6 ~ . . ~ R:~ ti.: ~ . . ~i ~ ~ y~, ~ ~L.. s.UhA 1 ~g • . :
r o+' ' , ; ~°t ti Uh8 ' ~•i°' .9 °e ~~i > ' . . ~ ~M R, r.:• Ba6 j~ r ''q.-, 'c'i ; ,r.,,~~ ; ,?i-" 1 • fi, .~,~..t'~yl s ~ ~ ~ ! I F ~ ^ ~ ✓ ~ ~ ~ ~ , P;fi~• • e ~ . ~.~.jl'7 y +,t:~ rS`,J ' ~?l'~ f ~r 'P1~ ;J ~~,he N \ / +i~ BaD ~ • ~ , I .
r' • ';;:%~~~~"~+7:.~.~.'r~ • c . ~ a~ u ~~+^~r~ x e -K Ba8 ~ ' ~ ~ ~-"3 p 'S C - yr n Ac•~Y ~ . ~ ° f~, t ' , P , POA ~ ' 'n .r•t ~ ~l 41~t ~ ~ , ti'. „ ~ , .,t • t - i ,y,,r,^ r , ~ • . • . ~ . , ~ c
~r• ~ a, . x . .;r .~l ~ , . 6 - „ , , , ~ ~A ~ 5~ `UmC Uh8 ~ ~ ~fi ~ ~ ' cv » i • ~ ~ 2; , ~ SnA SnC SsC . ~ J r ~ .s~. ~ 1.~+~ u: he Ba8 ..i , . . . . ' . ~ , a.
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r T ~%t~ T ~f ~ 74 SOIL SURVEY SPORANE COUATY~ SHI\GTO
~ L
.-Brie descri tions o soils Qat _ in , d TABLE 6 f p f cl rh ' , cJ~em~cal ro ert2es Cont ued , : ~ . - s~ca~ and 1~ p , d y y
} ~ . ~ Classification ~ tinued Percentage passing sie~le-- ~
~ Depth - o~ °n A~~ailable Shrink-sn-ell
i Descri tion of soil and sif.e from 1'ermeabilit~~ ~~ater Reaction Dispersion Shrink-sn~el 1lap Soil name p ur e T T ~ " ilution otential ~ s~•mbol s fac ~r I~o. 4 \o. 10 \o. 200 capac~t~~• (1:~ d ) P . USDA te~tur~ SHO (4.i mm.} (2.0 mm.) (OAi4 potential
4 ~ ~ r A~ mm. a:t ~ . )
~ ~ ~
f 1 n. ln, ~cr h r, lai, pe~ in. o/ soil pFl ~ z~ DsC • Dra roon ston silt loam, 0~0 30 pcrcent Similtir to Dragoon silt loa~~n, 0 to 34 pcrcent
I ; S y ' ~ ~ slopcs. slopes, eacept that tue surf:~cc la~yer is sto~y.
DsD Dragoon ston~~ silt loyn~, 30 to ~5 pcr- ; cent slopes. '
9~ ~ Dv0 Dra oon r•er rockr com le~, 20 fo ~5 Dr~,goan pa,rt similar to Dr~goon silt loan~, 0 to
~ Y • P r nt slo es excc t thut de th to bed- . percei~t slopes. 3U pe ce p, p . ~ ~ock ran~es from 10 to _0 mches. Itock out-
d in this com le~. ~ i~: crop include p .
EkB L•'loika silt. lo1►n 0 to 20 percent sloi~es. \Iedium-textured, n•ell-drained soil formed froni 0 to ?4 Silt loam______.... A_¢______ 85 to 9~ 80 to 95 60 to i0 0. 8 to 2. 5 0. 1 ~ to 0, 20 G. 1 to 6. ~ IIigh_______ o~~~ to mc ~ CL.... , Loir to mod- ~ ~ -
} l a c i a l t i l l con tainu~ a~ lar ge amoun t o f vo l- d~+' c r a t e. ~ g , . ca,nic :~sh i n t h c s u r f a c: e l a~• e r; u n d e r l, ~ i n b3• 2 4 t o 4 4 Grave ll y loam_..,,, ~ A-4__.___ i5 to 8~ 40 to SO 35 to 5 0 0. S t o 5 0. 1? t o 0. 1 4 6. 1 t o G. G I li g l~__.____ on~. Low.
gra<<e l a t dep t h o f 3 0 to G O inc l~es; occupies t~ 4 t o 5 3 e r y g r a v e l l}~ s ln dq undultitu~ , mor~i~e li ke fopograg h~•. l ost b. . 30 to 60 20 to 50 5 to lg 5. 0 t~ 1 0, 0 0. O G to 0. 0 9 G. 1 to i. 3 Hig h__. L o n'. _ Loxv. - w
; ~ , 1 . , A-2------ Lo~~-. a3 to GO Gra~~ e , )1C 0. 0~ to 0. OG G. 6 to 3 ~tah_______ ip~~k~ A_l_____. 25 ta 3~ 10 to 20 0 to 5 . ~
~ u ilt loam 0 to 30 er- Similar to Eloika silt loam, 0 to ?0 percent slopes, E I C E l o i k a e r y s t o y s , p ' a
e~ce t t ha t t h ey ar e v e r e s t o n y t h r o u g t~ o u t. , cent slopcs. p ; ' EID Lloika. rery St011S~ silt loam, 3 0 to ~ ~
crcen~ slo es. f P P
, • Em Emdeiit sil"t loam. \~Iedium-textured, som~~~~hat poorly drained, 0 to ?6 Silt loam_ ~ , . A-4______ 95 to 100 90 to 100 90 to 9a 0. $ to 2. 5 0. lr to 0, 20 7. S to 9. 0~Ii~h.______ o~ to mt ~ , erate. ~ ~ ~lkaline so~l for~ned m allu~~ium from calcar-
eous silt, volca~nic ash, and diatonite; depth 26 ~0 41 Ver~~ fine snnd~l A-4______ 9~ to 100 90 to ]00 60 to 70 0. 8 to 2. ~ 0. l i to 0. 20 7, 4 t~o 8. 4 11~Ioclerate_._ Lo«~. . ~ " ~ r he surface loam. ` ' = LOR t0 TT10d- erate.
to ~ratcr table fluctnates from nea t ~ to about 6 feet. 41 to 60 Sandy cl~.y loam... - A-6______ 95 to 1Q0 9Q to ~J3 S5 to 90 0. 2 to 0. 3 0.1; to 0, 20 G. G to 1. 3 I,o~v__.____ Tlodcrate. Lo«'.
l4 ry~ M j ~ • . ~ . ~ 11~! LO Lll~~~~~~~~~ n ~ ~ L 1'• I~ •111 ~ Fa6 Freemsu silt loam, 5 to 20 pe~ cc►1t ery deep, modera~tely n•ell deaiiled upland so~ls 0 to 2., a . . . ,~~1,~CL_._. A-4._____ 95 to 100 90 to 100 SO to 90 0. 2 to 0. o G. ir Eo U. ~0 G. G to r. 3- o crute___ o o c Tlodcrate.
I~ slopes, «~ith medlum-te~tured surface la~}er and med~- er;ite. Low t.o mod-
FaB3 Freemtin silt loam 5 to 20 ercent um or moderatel~~ fine i.estured suY~soil; formed 23 fo 72 Silty clay loam___.. - ~ , p , , A-6______ 9~ to 100 90 to 100 80 to 90 <U. ub O. lr to 0. _0 G. G to 3 Lon~__.____ lloraer~te. slope~, suverel~~ eroded. from silt on rollmg to hilh• uplauds. cr;ite. lIooera,te.
• FaC3 Frcemail silt loam 30 to 30 ~ercent r~ ~ 1 slo es sererele eroded. n, .
r~ Fm ~resh n•lter ma~rsh. ~liallon•, sn•~mpy, int~eriuittent ponds ~ncl
frii~ges around l:~kes th:~'t ha~~e n 8uctu~ting t I~~. f 1 n in rin clata, is not iven n a,ter tab e. E g ee g g ,
as land t~ipe is too variable, • ~ r
1~er T dee nrell-clr~ined soil de~•elo ed in loess 0 io S Silt~- cln~~ ]o1m----• ' _ 0 t 90 to 9~ 0. 2 to 0. 0. li to 0.16 6. 6 to i. 3 Lo~v_______ Jlodertite GaC3 Garficld silt}• clti~~ loam, 0 to 30 pcrcciit 5 p, P A 6______ 9~ t~ 100 9 0 100
~ slo es se~lerelv erorled. on ridgetops and knobs on the rolling to hilly S to 23 Silty clar_____----• ~ , . A-7______ 95 to 100 90 to ]00 90 to 95 0. 05 to 0. 2 0, 14 tn O. li 6. 6 to i. 3 LoR•_ High, , u p lnn ds in t he Pa louse soi l areA. 2 3 t o 6 0 S i l t y c l a y l o a m__... A- 6______ 9 ~ t o 1 0 0 9 0 ~ 0 1 0 0 9 0 to 95 0. 2 to 5 0. 1 7 t o 0, ? 0 G. G to 7. 3 L o w_ D l o d e r n t e 1loderate.
4 . _ 1 loam____. ' ' m-t x~ red somen•hat exces 0 to 15 Gravel y . 3 to 2. 5 0, l2 f~o 0. 14 G. G io i. 3 ~~7oclerate Lo~. ~o~m A-4______ 65 to 8~ 40 to SO 3o to 50 High. Aloderate.
' GgA Glrrison grlvelly~ loam, 0 to 5 percent Gra~ell~, med~u e u , slo ~es. sivel,y draii~ed soils formed ui gra~~ell,y gl~cial 15 to 44 Ver}~ gr~.~~ell~• A-2______ 45 to 6~ 30 to GO 5 to 15 2. ;i to 5. U 0. OS to Q. 10 G. G to 3\Iodcra~e___ Lon-. Lon.
1 r " ~ ~r nt outi►~ash materia l from a ~~arie tr o f aci d 4 4 t o G O S a n d g r a v e l a n d G B G a r r, s o n r a~ e l l y l o a m, ~ t o r 0 p e c e . ~ ~ ~ A-1___.__ 25 to 33 10 to ?0 0 to 5 ~ 1 0 0. 0 4 to 0. 0 6 G. G to i. 3 Hi~ h____.__ Lorr. g ~ '~lle0t1S arent rock~ on iie~rl~• level to mod- cobblestones. S10~CS. lo n ~ ~ Lon-. LoAv.
~ er~itelc slo in terraces; clepth to miature of -i n g ~ s~nd, ~ ravel, tind - cubl~lestones ran~es from ~
~ ~ ~ii g t to 5 feet.
- . Ver r ravell ~ lo:~m. ~ ~ i ! Gm6 Garrisoi~ rci~7 gra~•ellp loam, 0 to S Similar to Garrison gra~•ell~~ loam, e~cept tliat 0 to 1~ } g 3' ; A-2______ 30 to GO 20 to ~0 5 to 15 5 to 5. 0 Q. Os to 0.10 G,1 to G. G i Ioc erate___ Lon•.
' the surtace larer ~s ~•er~• ra~•ell~•. 1~ to 44 Very gravell}• loaro- ercent slo es. ~ A-2_____ _ 45 to 65 30 to 60 5 to 15 ~ to 0 0. OS to 0.10 G, G to 7. 3 l~loder:~te___ Lo~c•. p p y 4 4 ~ 0 6 0 S a n d, g r~ v e l, a n d M. A- ~ to ~ 1 0 0. 0 4 to 0. O G 6. 6 to 3 Hi h______. L o n~. . 1______ 2~ to 3~ lo to ~0 0 > 6 Lon-. Low.
~ cot~blestones. ~ - - Lon-.
~ ~ i n rn~•ellc loam e~ce t th~t Gn8 CTarrison ~•ery stoci~~ lonm, 0 to ~0 Similar to Gsrr so g , I~
ercent slopes. the surfuce laver is ~ery aconr. . r p ~ ~ - i '
' GpA Glenrose siltloam 0 to ~ erceutslopcs. ~~er~• deep, n~edium-te~tured, ~cell-drained soils 0 to 72 Silt loam__-------• A-4______ 80 to 9~ 75 t~ 95 60 to S5 0. S to 2. 5 0. 17 to 020 6. 1~O i. 3 lbioderate__ Lo~~ to ' p r m a id i neou~ lacial till• surface ~.~'':L modera GpB Glenrose silt ]oam, ~ to 20 peecent slopes, foru~ed f o c g g , Lnn- tc,
G C Glenrose silt loam 20 to 30 ercent laver in~uenced br loess ~nd ~•olcanic ash; on ~ p ' p ` 11'n stee u lands. ~ slopcs. gc~~tl~• ro ~ g to p p Y ` moderate.
G D Glenrose sil~ loam 30 to crccnt A , P
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