HomeMy WebLinkAboutMONTGOMERY E 11310 WHSE BOISE CASCADE
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BLDG. PERMIT # -or -FILE# B93004-93,
~ Related File #
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Ddre to ReviPw 1-20-93 Time 11:0 # PRE-APPLICATION
Date to AA & DR Time
Date Received 1-12-93
Project Name WHSE BOISE CASCADE No. Lots No.Acres
5ectlon - Township - Range
SITE ADDRESS rvIONTGOMERY E 11310(W BOWDISH PARCEL # 09543-9050
,
Applicant's Name DENNY CHItIS1ENSON Phone # 467-7500 11 Address N4 Work #
Date Conditions mailed
Contact person Phone #
FLOOD ZONE d W S SCHOOL
Fngineer / Surveyor's / Architect's Namc
Plauning C'-ontact Person Phone # 456-2205
Date Submitted Description Initials
AGREEMENT TO PAY NEES COMPLETED & COPY 'CO ACCOUNrI,ING
/ / FINAL PLAT FEES COMPI.,FTED & COP Y TO ACCOUNTING
NOTTCE TO I'UBLIC # 1 3 4 6 COMPLETED - OR NEEDS TO 13L SIGNFD
DESIGN DEVIATION SUBMITTED
ALTERATION TO PLAT - BLOCKS & LOTS
HEARING EXAM APPROVED DENIED-_APPEALFD BBC _APPROVED _DENIED
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~ REPORT OF 1/20/93 PkE-APPLICATION CONFL1tENCE
11310 EASI' MONTGOMEI2Y - WAREIIOUSE FOR BOISE CASCADE
INAW IADDRFM I Crry ISTATE I ZtP I PHONE iCONTACr
OWNER ~ HE Development Assoc. (9616 E. Montgomery I Spolane I WA I 99206 I 1
R$ALTOR I Doug 13yrd/Crowley Rea(ty I 1212 N. Washington #200 Spolane ~ WA ~ 99202 I 325-1499 1
ARCHITECT I Denny Christenson 155E. Lincoln #104 Spoiane , WA ~ 99208 I 467-7600 I X
FUFFJRE OWNER I Tun & Mike Spilker 13304 N. Regal I Spokane I WA I 99207 ~ 489-7311
STATE FNVIROriIv1EN1'AL POLICY ACT (SEPA)
A threshold determination is required to bc issued by the Department of Buildings after circulation of an Fnvironroenta] Checklist to
agencies of jurisdiction. Action upon the proposal will not canunence until after the 15 day public corument peroid. A$75.00 fee
is required to initiate the environmental review.
PROJECT OVEIZVTEW
Site is vacant land. 70,000 total sq. ft. concrete block building with 38,000 sq. ft. unheated warehouse + 32,000 sq. ft. heated light
assembly area which includes 4,000 sq. ft. office. Procedure involves printing, cutting & folding of cardboard boxes. Loading
dock as proposed would be ramped.
SUNMA1tY OF PROI'OSFD
occv-
LAtvn vsE rwxr corrsr FIRE
TARCF-L 7ANE ACIIONS TYPE BUILDING USE SQFT. GROVP 'IYPE FIAR/ WA'IER rtTRVLYOR / PHONE
45093.4050 ~ I-2 I ZE23-89C ~ New Coast. I Warehouse 38.000 I B-2 ? ? I Irvin Wacer Dutrict #6 924-9320 I
I I BSP32-92 I ~ Assembly/Oti'ioc 32.000 I ~ I
DISCUSSION TOPICS
(dariiications, additioru, and oorrecdons to written comments)
PLANNTNG DEPARTMENT (456-2205) CON'I'ACT: F-ItANCINE SHAW Written cornments were prepared & a copy given to the applicant. Payment of fees is required before any plan review can
ccommence. Contact Gary Fergen regarding Planning llept. procedures. Minicnum plan review fee =$700.
* Submit letter defming in detail business activity to be conducted on site.
Restricted access to emergency fire lane would be preferred.
* Certificate of Exemption may be required.
ENGINEERING & IZOADS (456-3600) CONTACT: I30B TLTRNER
* Wr.itten comments were prepared & a copy given to the applicant.
inding Site Plan + proposed must match. Can alter conditions of BSP or alter proposal (i.e., drainage easement &
cul-de-sac). Contact Ted Gunning & Simpson Fngineering regarding changes to BSP.
"~SiQht distance svrvey completed bv a licensed enQineer for sip-ht distance at location of access to Montgomery is required.
HFALTH DISTRIGT (324-1560) CONTACT: DARYL WAY
' Connect to public sewer & water. Contaci Billy Urhausen at Dept. of Utilities (456-3644).
' No stormwater drainage is allowed into sewer system. Covered loading dock area with an oil separator may be required.
* If proposed is a critical materials user: (1) loading dock drain can't be plumbed to ground disposal, (2) drainage can go
to holding tank or mechanical valve can be installed.
' Hcalth Dist. authorized Dept. of Buildines to release their portion of buildinQ permit.
FIltE DISMCT NO. 1(928-2462) CONTACI': PAUL CHASE
' Fire flow is: 7,000 g.p.m. if VN construction: 3,500 g.p.m. if sprinklered with VN construction; Type II fire rateti construdion
type if no sprinkler.
` 3 fire hydrants are required if proposed is not sprinklered. 2 fire hydrants are required if proposed is sprinklered.
* Vault needs to located at street by fire hydrants.
'Energency accsss of all weather driving surface (gravel) + tum around (with SO' radius) is required for access to west
portion of buildinQ.
DEPARTMENT OF BUILDINGS (456-3675) CONTAC'T: BOBBY STONE
` For information on the Americans with Disabilities Act, call 1-800-435-7232.
' Area separation walls could be utilized.
' Heated portiens of buildinQ rnust comply with Washineton State FnerQy Code.
PERMIT IZELEASE REQUIREMENTS
Please submit seven (7) sets of revised site, drainage, and lanciscape plans plus three (.3) complete sets of cvnstructioa drawings to
the Department of Buildings for acknowldgement and distributivn tv all the appropriate agencies. In order for all agencres
to e)qvditiouslyprocessyourproject, it is important that submittals include all necessary drawings and doc:uments to insure
that review ofyour project is complc;ted in the least amount of time. Documents should inc:lude: building address and legal
legal description of prvperty.
Spokane County's Project Review Coordinator wili be John Larson at the Dept. of Buifdings (456-3675).
~ PLANNING ~ ENGINEER~ EEAL-ni ( FiRE I BUI[.DINGSI
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1 21 1 Paving X
1 31 1 Drainage/slope of loading dock ancUor roofs ~ X
41 1 Drainage plan (swales, drywells, calculations) ~ X
51 `Lot lines + road improvements I ~ X
61 1 Fire bydrants (location & number) X ~ I
7, 1 Fire lanes/access X
1 81 1 Sprinkler system vault design X f
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111 1 Approach permit for access to Montgomery X
121 1 File Binding Site Plan ~ X
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131 1 Critical Materials list
141. 1 Lock (Knox) box entry sytem X
151 1 Water plans x ~
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171 ISEPA ~ X` ~ X I X I I X
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191 1 Electrical details X I
f 201 1 Energy details/calculations & heat loss X I
211 4 Fire sprinkler/alarm system X ~ I
221 1 Heating, ventilation & air conditioning drawings X ~
2.3 1 ~ Li btin,g budgets X ~
1241 ading dock design X ~
251 { Plumbing details X I
261 1 Separation wall details X ~
~ 271 ~ Structural drawings with wet stamps & calculations X ~
of Coordinator
Signat
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~ - t 'It Page 1
OFFICE OF THE COUNTY ENGINEER
SPORANE COUNTY, WASIiINGTON
Project: Boise Cascade Warehouse Date 1-29-93
Address: E. 11310 Montgomery
Parcel No: 09543-9050 Ref No. B93004
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) For any new hard surface area, for an asphaltic roof, or
a roof containing HVAC machinery, a drainage plan
for the site shall be prepared 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. Finished grade elevations at the top and bottom of
the 208 swale.
5. A typical cross section of the 208 swale.
6. Galculations to justify the number and type of
drywells proposed.
7. Elevation of drywell inlets where applicable.
8. Copy of the proposed landscape plan.
B) The subject property is affected by the "Findings and
Order" and the "Conditions of Approval" for the following
land use action:
Binding Site Plan No. BSP-32
C) The following improvements within adjacent Right of Way
are required prior to the release of a building permit:
1. Approach permits must be obtained from the County
Engineering Department for any new or improved
driveway approaches to the following streets:
a. Montgomery
D) Insufficient information was submitted with the proposal.
We are unable to proceed with our review. We will need
the following before we can proceed:
1. Site Plan.
2. Drainage plan as specified.
.3. Other information:
Page 2
~ •
c ` a. A parkinq 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. The traffic and circulation plan should include a full
sight distance analysis.
b. The site plan should show all proposed lot
lines and road improvements (i.e. cul-de-sac). The proposal and
the binding site plan must match. The binding site plan must be
altered to match the proposal or the proposal must be altered to
match the binding site plan before it is filed .
c. The binding site plan must f ile before any
building permit can be issued.
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
the completed Agreement to your contact person at the
Engineers Department.
4nly after all the information and requirements listed above
are supplied or completed and the necessary review has been
accomplished will your building permit be released.
Your contact person at the County Engineering Department may
be contacted at 456-3600. Your contact person is Robert Turner.
f~ ~A
, r,~ , . . _ . . ~ • RECEIVED
s •
BEFORE THE SPOKANE COUNTY PLANNYNG DEPARTMEt,1T JUL 1 4 1992
,
' SMM*£ GM" E(;GllfEER
IN THE MATTER OF PRELIlvIINARY )
BINDING SITE PLAN NO. BSP-32-92 ) FINDINGS OF FACT,
TED GUNNING/NORTHWOOD ) CONCLUSIONS AND
PROPERTIES } DECISION
THIS MA1'I'ER, an application from Ted Gunning/Northwood Properties has n received and
decided upon, pursuant to Spokane County Subdivision regulations, on the - ~day of July,
1992.
The individual signing below has been properly delegated the responsibility for rendering the
decision by the Spokane County Director of Planning.
FYNDINGS OF FACT AND CONCLUSIONS
1. The proposal is to divide 22.2 acres into 19 lots for the development of industrial use lots.
2. The proposal is located in the Spokane Valley, south of and adjacent to Jackson Avenue
and north of and adjacent to the B.N.R.R., 2200 feet east of University Road in Section 9,
Township 25 North, Range 44 EWM., Spokane County, Washington.
3. The current zoning:of theproperty is Light Industrial (I-2). The proposed lot sizes,
frontage and intended uses are allowed within this zone. The property is also covered by
the Airport Overlay Zone, and is within the Conical Area (CA), which has specific land use
limitations for the property.
4. The Spokane County Comprehensive Plan designates this area as Industrial. The
development and uses proposed are generally in accord with this planning category. The
proposal as submitted with its environmental checklist and proposed mitigating measures
will effectively accomplish the intent of the Comprehensive Plan. The Transportation
Section of the Comprehensive Plan, in the.Arterial Road Plan, indicates a need to plan for
Montgomery Avenue as a Minor Artenal. The review by the County Engineers indicates
dedication of roadway(s) is needed now, while the Comprehensive Plan indicates the need
for add.itional future right-of-way, with structure and improvement setbacks from the future
right-of-way widths.
5. The required notice was provided for this proposal and no one in the area commented upon
the proposal. Agencies having a potential interest in the project were notified and their
conditions are contained hereinafter.
6. With the recommended conditions of approval and Spokane County development
standards, the proposal: is not detrimental to the public health, safety and general welfare;
implements the underlying zoning as well a.s the Comprehensive Plan; and complies with
the adopted Binding Site Plan Chapter 4 of the County's Subdivision Regulations, Board
of County Commissioners Resolution 89-0511. .
7. Pursuant to the provisions of Chapter 43.21C RCW, the SEPA Rule ('VVAC 197-11) and
the Spokane Environmental Ordinance, a Deternunation of Nonsignificance has been issued
at least fifteen (15) days prior to this date. The Determination of Nonsignificance was
issued and circulated to eight agencies and no comments as to the proposal's likely
significant adverse impacts were received.
DECISION
Based upon the above Findings of Fact and Conclusions, Preliminary Binding Site Plan
BSP-32-92 is hereby APPROVED, subject to the following conditions, which shall be complied
with by the applicant, sponsor and/or successors in interest prior to finalization of all or a portion
of the Binding Site Plan. This approval is granted until August l, 1995, at which time an
extension of time may be granted pending receipt of a qualifying request.
CONDrTIONS OF APPROVAL
1. These Conditions of Approval apply to applicants, heirs, or any successors in i.nterest to
property
~ '
BSP-32-92 FINDINGS Page 2
2. This decision applies to the following-described real property:
That portion of the south 1/2 of the south 1/2 of the northwest 1/4 and a portion of the
southwest 1/4 of Section 9, Township 25 North, Range 44 EWM, described as follows:
Beginning at a point which is 641.55 feet north and 20 feet east of the west 1/4 corner of
said Sectian 9, thence north 89°32'30" east 1870.00 feet along the south right of way line
of Jackson Avenue; thence south 00°00'38" west 386.46 feet parallel with the west line of
Section 9 to the true poi.nt of beginning, which is also a point on the southwesterly right of
way line of Montgomery Drive; thence continuing south 00°00'38" west 256.57 fe,et to the
south line of the northwest 1/4 of said section; chence south 00° 13' 17" east 662.92 feet
parallel with the west line of the southwest 1/4 of section 9, to the northerly right of way
line of the Spokane International Railroad; thence south 80°26'13" east 779.79 feet a]ong
said northerly line to the east line of the southwest 1/4 of said section; thence north
00°08'33" west 424.62 feet along said east line; thence westerly along the north right of
way line of Montgomery Drive to a point that is 30.00 feet west of the east line of the
southwest 1/4; thence north 04°08'33" west 373.27 feet, parallel with the east line of said
southwest 1/4 to the south line of the northwest 1/4 of said section; thence north 00°08' 10"
west 404.22 feet parallel with the east line of said northwest 1/4 to a point lying south
00°08' 10" east 259.50 feet from the centerline of 7ackson Avenue; thence south 89°32'30"
west 125.00 feet parallel with said centerline; thence north 00°08' 10" west 229.50 feet to
che south right of way line of Jackson Avenue, thence south 89°32'30" west 612.69 feet to
a curve concave to the southeast having a rad.ius of 335.88 feet; thence southwesterly
through a central angle of 38°19'39", an arc distance of 224.68 feet to the beginning of a
curve concave to the east having a radius of 25.00 feet; thence southwest, south and
southeasterly, through a central angle of 108°57'29", an arc distance of 47.54 feet to che
beginning of a curve concave to the southwest having a radius of 1030.00 feet; thence
southeasterly, along the northeasterly right of way line of Montgomery Avenue through a
central angle of 18°38'04", an arc d.istance of 334.99 feet; thence south 39°06'34" east
50.26 feet; thence south 88°53'35" west 76.14 feet to the true point of beginning, EXCEPT
Montgomery Drive, situate in the Counry of Spokane, State of Washington.
,
I'LANNING DEPARTMENT CONDYTIONS
1. The final binding site plan be designed substantially in conformance with the preliminary
binding site plan of record as legally described and advertised. No increase in the number
of lots shall occur without a change of condition application submittal and approval.
However, the final binding site plan shall be flexible within the terms of the conditions of
approval, and lot lines may be adjusted in a manner prescribed by procedures established
by the Planning Department.
2. The Planning Department shall review/approve any proposed final binding site plans to
insure compliance with the cond.itions of approval.
3. The preliminary binding site plan is given conditional approval for three (3) years, to
August 1, 1995. The applicant may request an extension of time by submitting a written
request at least forty-five (45) days prior to the above expiration date. 4. A final bind.ing site plan number shall be approved before the final binding site plan is filed,
such number to be approved by the County Planning Director/Designee. Phasing of the
final binding site plan shall be allowed if appropriate irriprovements and intent of this
approval is met, as determined by the Planning Director and reviewing agencies.
5. Appropriate road names shall be indicated on the final binding site plan.
6. Appropriate utility easements shall be indicated on copies of the proposeti final binding site
plan. Written approval of utility easements by utility companies must be received prior to
approval of final binding site plan(s).
7. Three current certificates of title shall be furnished the County Planning Deparnnent prior to
filing the final binding site plan. .
8. The followi.ng statement be placed in the final binding site plan ded.ication: "No lot shall be
further subd.ivided for the purpose of creating add.itional lots, ownerships or leased parcels
without first filing a replat or altering the final binding site plan."
9. The final binding site plan map shall indicate by a dashed line the required setbacks from all
private, Tract X or public roads. The dedication shall contain the following statement:
"Side yard and rear yard setbacks shall be determined at the time build.ing perm.its are
requested, except that some judgements may be made on this final binding site plan
r . • .
BSI'-32-92 FINDINGS Page 3
document as co side or rear yard status. The setbac4cs indicated on this subdivision may be
varied from if proper zoning or variance approvals are obtained." See Arterial Road Plan
Section for special setbacks related to arterial roads.
10. A plan for water facilities adequate for domestic service and fire protecdon be approved by
the water supplier, fire protection district, Spokane County Building & Safery Department
and county health authorities. The agencies will certify on the, WATER PLAN, prior to the
filing of the final bindang site plan or any phase of the preliminary binding site plan, that the plan is in conformance with their respective needs and regulations. The WATER PLAN
and certification will be drafted on a transparency suitable for reproduction and be signed
by the sponsor.
11. The purveyor will also certify on the Water Plan that. appropriate contractual arrangements
and schedule of improvements have been made with the sponsor for construction of the
water system in accordance with the approved WATER PLAN. The time schedule for
unprovements will provide for compleaon of the water system and inspection by the
appropriate health authorities prior to application for building permits within the final
binding site plan. The arrangements or agreements will include a provision holding
Spokane County and the purveyor harnzless from claims by any lot purchaser refused a
building permit due to the failure of the sponsor to satisfactorily complete the approved
water system. 12. The final binding site plan dedication will contain the following statement: "The public
water system, pursuant the WATER PLAN approved by County and State Health
authorities, the local fire district, County Building & Safety Department, and water
. purveyor, will be installed within this Binding Site Plan, and the subdivider/sponsor will
provide for individual domestic water service as well as fire protection to each Iot prior to
sale of each lot and prior to issuance of a building permit for each lot."
13. No building permit will be issued for any lot within the final binding site plan until certified
by a Washington state-licensed engineer that "the water system has been installed pursuant
to the approved WATER PLAN for the final binding site plan," signed and stamped by
said engineer. The certif'ication may be in'the form of a letter, but is preferrerl to be
certified on a copy of the WATER PLAN as a schematic map showing the "as-built" water
system. '
14. A survey is required prior to the filing of a final binding site plan.
15. The final bind.ing site plan shall comply with Sect'ions 8.030, 8.050 and 8.055 of the
Binding Site Plan chapter of the Subdivision Ordinance.
16. No certificate of occupancy pennit or use of the parcel or lease area(s) being created by the
final binding site plan shall be issued or allowed until all necessary improvements and
requirements as specified by this decision and this binding site plan chapter have been
satisfied. 17.. Any future development on the subject site will comply with the Light Yndustrial (I-2) zone
as amended. .
a. A landscaping plan for the site perimeter along Montgomery L?rive and Jackson
Avenue shall be submitted and approved by the Planning Department prior to
finalizaaon of the final binding site plan. The landscape plan should utilize as many
existing trees as possible and provide screening and buffering to Montgomery Drive
and 3ackson Avenue and the 35 foot setback areas can be included in this landscape
area The landscaping plan shall, by reference in the dedicaaon, be a binding portion
of the final binding site plan.
18. Prior to final binding site plan approval the sponsor shall provide the Planning Department
wich a copy (auditor stamped) of "Restrictive Covenants" which includes acceptable
wording that communicates clearly to owners andJor potential buyer(s)/lessee(s) that
County enforceable rest-ictions/conditions exist and run with the properry, which
restrictions provide, but are not limited to:
a. Required maintenance and/or replacement of landscape plants of the approved
landscaping plan;
b. Screening of existing or future truck/loading docks, truck/heavy equipment parking
(exterior storage of same is prohibited) includ.ing temporary storage, except as
provided for in the Planning Department's Condirion #18-e., below;
. , `•.1~
BSP-32-92 FINDINGS Page 4
c. All on-site manufacturing or industrial activities (including temporary activiaes) thac do
not conforni to the Aesthetic Comdor policies, shall be located within building(s),
except as may be provided in the Planning Department's Conditions of Approval;
d. Any restrictive covenant shall be binding and enforceable by Spokane County at its
discretion and perpetually run with the title(s) of the property except when
extinguished by Spokane County (an extinguishing statement shall be included in said
covenants); `
e. Temporary storage, building truck docks, truck load.ing, truck or heavy equipment
parking and scorage areas shall be screened from view of the freeway and the proposed
colleccor arterial by buildings, berms with landscaping including evergreen trees or
fencing and that said screeni.ng shall be to a height that effectively screens the above
and shall be maintained to provide a campus-like appearance at all times; and
f. Control the use and storage of potentially hazardous materials for the entire site.
19. The Spokane Counry Planning Deparcment shall prepare and record with the Spokane
County Auditor a"Title Notice" noting that the property in question is subject to a variety
of special conditions imposed as a result of approval of a land use action. T'his "Ticle
Notice" shall serve as official public notice regarding condirions of approval affecting the
property in question. The "Title Notice" shall be recorded within fifteen (15) days of final
disposition of the approved land use action and shall only be extinguished by the Spokane
County Planning Department. The "Title Notice" shall generally provide as follows:
The parcel of property legally described as (legal description and tax parcel
number) is the -subject of a Iand use action, imposing a variety of special
development conditions, by a Spokane County Hearing Body or
Administrative Official on (date) and as maybe amended, altered or
supplemented by official action or as already changed. File No. (Planning
Department File Number) is availabie for inspection and copying in the
Spokane County Planning Department. .
20. The Spokane County Planning Department shall prepare and record with the County
Auditor a Title Notice specifying a furure land' acquisition area for road right-of-way and
utiliries. The reserved future acquisition area Title Notice shall be released, in full or in
part, by the Planning Deparnnent. The notice should be recorded within the same time
frame as an appeal and shall provide the following:
a. At least 8 feet of reserved future acquisirion area for road right-of-way and utilities, in
addition to the existing andJor newly dedicated right-of-way along Montgomery
Avenue. NOTE: The County Engineer has required dedication of 2 feet on both the
north and south Montgomery Avenue frontages, where applicable, of addicional right
of way along Montgomery Avenue which shall equa164 feet
b. Future building and other setbacks required by the Spokane County Zoning Code
shall be measured from the reserved future acquisition area.
c. No required landscaping, parking, '208' areas, drainfield or allowed signs should be
located within the future acquisition area for road right-of-way and utilities. If any of
the above improvements are made within this area, they shall be relocated at the
applicant's expense when roadway improvements are made.
d. The future acquisition area, until acquired, shall be private property and may be used
as allowed in the zone, except-that any improvements (such as landscaping, parking,
surface drainage, drainfield, signs or others) shall be considered interim uses.
e. The property owner shall be responsible for relocaang such "interim" improvements
at the t.une Spokane Counry makes roadway improvements after acquiring said future
acquisition area. COUNTY ENGINEER'S CONDITIONS
1. The cond.itional approval of the binding site plan is given by the County Engineer subject to
dedication of right-of-way and approval of the road system as indicated in the preliminary
binding site plan of record.
2. Plans, profiles, and cross-sections as designed to County standards showing proposed
~ street centerline and curb grades shall be submitted to the County En 'neer for a roval
prior to construction and/or the filing of each final binding site plan; oad plans o be
prepared under the direction of a licensed Professional Civil Engineer.
BSP-32-92 FINDINGS Page S
3;) Drainage plans and design calculations showing the alignment of drainage facilities shall be
submitted to the County Engineer for approval prior to construction and/or the filing of the
final bind.ing site plan. Drainage plans to be prepared under the direction of a licensed
Professional Civil Engineer.
4. Construction within the proposed public streets and easements shall be performed under the
direct supervision of a licensed engineer/surveyor, who shall furnish the County Engineer
with "as- bui lt" p lans an d a ce rt i ficate ui writing t ha t a ll improvements were installed to the
lines and grades shown on the approved construction plans and that all disturbed
monuments have been replaced. •
5. No construcrion work is to be performed within the existing or proposed public right-of-
way until a permit has been issued by the County Engineer. All work is subject to
inspection and approval by the County Engineer.
6. All construction within the existing or proposed public right-of-way is to be completed
prior to filing each final binding site plan, or a bond in the amount estimated by the County
Engineer to cover the cosc bf construction of improvements, construction certification, "as-
built" plans and monumenting the street centerlines shall be filed with the County Engineer.
7. Individual driveway access permits are required prior to issuance of a build.ing permit for
driveway approaches to the county road system.
8. Dedication of 2 feet on both the north and south Montgomery Avenue frontage, where
applicable, of additional right-of-way along Montgomery Avenue which shall equal 64 feet,
is required. 9. Existing county roads providing direct access to the bind.ing site plan shall be paved and/or
curbed to Spokane County standards. .
10. Sidewalks are required along the arterial(s) on Montgomery Avenue.
1 .L. The word "applicant" shall include the owner or owners of the property, his heirs, assigns
and successors. . '
✓ 12. The County Engineer has designated Typical Roadway Section Number One, Local Access
standard for the improvement of Jackson Avenue, which is adjacent to the proposed
development. This will require the addition of varying amount of asphalt along the
frontage of the development. The construction of curbing and sidewalk is also required.
13. The County Engineer has designated Typical Roadway Section Number One, Local Access
standard for'the improvement of Bowdish Road, which is adjacent to the proposed
development. This will require the addition of approximately 32 feet of asphalt along the
frontage of the development. The construcrion of curbing and sidewalk is also required.
14. The proposed private road(s) as shown on the binding site plan serving less than $ lots
each, is approved by the County Engineer.
15. Private road(s) shall be improved to Spokane County standard for a private road
Urban/Suburban standard serving 8 or less lots each, and are subject to approval under
Section 10.207 of the Spokane County Fire Code.
16. All vested owners shall sign and record private road documents as prescribed by the I
Spokane County Engineer. These documents shall be reviewed and approved by the
Spokane County Engineer prior to recording with the Spokane County Auditor. Recording
numbers shall be referenced in the dedicatory language of the bind.ing site plan.
17. The following statement shall be placed in the binding sice plan ded.ication:
"WARNING: Spokane County has no responsibility to build, improve, maintain or
otherwise service the private roads contained within or provide service to the property
described in this binding site plan. By accepting this binding site plan or subsequently by
allowing a building permit to be issued on property on a private road, Spokane County
assumes no obligation for said private road, and the owners hereby acknowledge that the
County has no obligation of any kind or nature whatsoever to establish, examine, survey,
construct, alter, repair, improve, maintain or provide drainage or snow removal on a
private road. This requirement is and shall run with the land and shall be binding upon-the
owner(s), their heirs, successors or assigns, including the obligadon to participate in the
maintenance of the private road as provided herein."
• • sj~
.
B SP-32-92 FINDINGS Page 6
18. The proposed subdivision shall be improved to the standards set forth in Spokane County
Board of Commissioners Resolution No. 80-1592, as amended, which resolution
establishes regulations for roads, approaches, drainage and fees in new construction.
19. The County Engineer has examined this development proposal and has determined that the
impact of this proposal upon che existing county road system warrants the dedication of
additional right-of-way and the roadway improvements herein specified.
20. The following statement shall be placed in the final binding site plan dedication: "The
private road as shown hereon is an easement which provides a means of ingress and egress
for those lots within the subdivision having frontage thereon."
21. The County Arterial Road Plan identifies Montgomery Avenue as a Minor arterial. The
existing right-of-way width of 60 feet is not consistent with that specified in the Plan. In
order to implement the Arterial Road Plan, in addition to the required right-of-way
dedication, a strip of property 8 feet in width along the Montgomery Avenue frontage shall
be set aside in reserve. This property may be acquired by Spokane County at the time
when arterial improverrients are made to Montgomery Avenue.
22. There may exist urilities, either underground or overhead, affecting the subject property,
including property to be dedicated or set aside for future acquisition. Spokane County
assumes no financial obligation for adjustments or relocarion regarding these utilities.
Applicant(s) should check with the applicable utility purveyor and the Spokane County
Engineer to deterniine whether applicant(s) or the utility is responsible for adjustment or
relocation costs and to make arrangements for any necessary work.
.
23. Applicant shall demonst~rrate to the satisfaction of the eounty Engineer that safe .
sight/stopping distance can be met at the private roads and Montgomery Avenue
intersections. '
- 4 Driveways to individual lots shall also meet applicable site/stopping distance criteria.
COUNTY HEALTH DISTRYCT CONDITIONS
~ - .
1. The final binding site plan shall be designed as indicated on the preliminary binding site
plan of record andlor any attached sheets as noted.
2. Appropriate utility easements shall be indicated on copies of the preliminary binding site
plan of record for distribuaon by the Planning Department to the utility companies,
Spokane County Engineer and the Spokane County Health District. Written approval of
the easements by the utility companies must be received prior to the submittal of the final
binding site plan.
3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane
County.
4. Water service shall be coordinated through the Director of Utilities, Spokane County. '
5. Water service shall be by an existing public water supply when approved by the Regional
Engineer (Spokane), State Department of Health.
~
6. Prior to filing the final binding site plan, the sponsor shall demonstrate to the satisfacaon of
the Spokane County Health District that an adequate and potable water supply is available ,
. to each lot of the binding site plan.
7. Prior to filing the final binding site plan, the sponsor shall present evidence that the binding
site plan lies within the recorded service area of the water system proposed to setve the
binding site plan.
8. A plan for water facilities adequate for domestic use, domestic irrigation use and fire
protection use shall be approved by the water purveyor. Said water plan must have been .
approved by the fire protection district and the appropriate health authorities. The health
authorities, water supplier (purveyor) and the fire protection district will certify, prior to the
filing of the final bind.ing site plan, on the face of said water plan that the plan is ul
conformance with their requirements and will adequately satisfy their respective needs.
Said water plan and certification will be drafted on a transparency suitable for reproduction.
9. The purveyor will also certify prior to filing the final binding site plan on a copy of said
water plan that appropriate contractual arrangements have been made with the binding site
plan sponsor for construcrion of the water system, in accordance with the approved plan
and time schedule. The time sched.ule will provide, in any case, for completion of the
B SP-32-92 FINDINGS Page 7
water system and inspecaon by the appropriate health authorities prior to application for
building permits within the binding site plan. The contractual arrangements will include a
provision holding Spokane County/City of Spokane, Spokane County Health District and
the purveyor harmless from claims by any lotltract purchaser refused a building permit due
to failure of the binding site plan sponsor to satisfactorily complete the approved water
system. 10. A public sewer system will be made available for the bind.ing site plan/project, and
individual service will be provided to each loUtract prior to sale. Use of individual on-site
sewage disposal systems shall not be authorized. 11. A statement shall be placed in the dedication to the effect that: "A public sewer system will
be made available for the binding site plan, and individual service will be provided to each
lot prior to sale. Use of individual on-site sewage disposal systems shall not be
authorized."
12. The dedicatory language on the bind.ing site plan sha11 state: "Use of private wells and
water systems is prohibited."
13. The final binding site plan dedication shall contain a statement to the effect that: "The
public water system,-pursuant to the Water plan approved by county and state health
authorities, the local fire district, County Build.ing and Safety and water purveyor, shall be
installed within this binding site plan, and the subdivider shall provide for individual
domestic water service as well as fire protection to each lot prior to sale of each lot and
prior to issuance of a building permit for each lot."
COUNTY UTILYTIES DEPARTMENT
1. Any water service for this project shall be provided in accordance wi[h the Coordinated
Water Systern Plan for Spokane County, as amended.
2. Applicant shall make connection to public sewer system. Sewer connecaon permit is
required. Plans and specificarions are to be reviewed and approved by the Utilities
Deparnment. COUNTY BUILDING AND SAFETY DEPARTMENT
1. The applicant shall contact the Department of Building and Safety at the earliest possible
stage of design/development in order ta be informed of caie requirements
admi n istered/en forced by the departinent, e.g., State Building Code Act regulations, such
as requirements for fire hydrant/flow, fire apparatus access roads, street address
assignment, bamer-free regularions, energy code regulations and general coordination with
ocher aspects of project implementation.
2. Requirements of Fire District No. 1 need to be satisfied during the building permit process.
SPOKANE COUNTY AZR POLLUTION CONTROL AUTHORITY
1. All air pollution regulations must be met. This includes but is noc limited to the following:
2. Air pollurion regulations require that dust emissions during demolition, consmuction and
excavation projects be controlled. This may require use of water sprays, tarps, sprinklers
or suspension of activity during certain weather conditions. Haul roads should be treated,
and emissions from the transfer of earthen material must be controlled, as well as emissions
from all other construction-related activiries. -
3. Measures must be taken to avoid the deposition of dirt and mud from unpaved surfaces
onto paved surfaces. If tracking or spills occur on paved surfaces, measures must be taken
unmediately to clean these surfaces.
4. All debris that results from this project must be disposed of by means other than open
burning.
5. All traveled surfaces (ingress, egress, parking areas, access roads) must be paved and kept
clean.
6. SCAPCA Regularion I Section 6.04 addresses odors and nuisances. Effecrive control
apparatus and measures must be taken to reduce odors being emitted to a reasonable
minimum.
. . •
BSF~-32-92 FINDINGS Page 8
7. SCA..PCA Regulation I, Article V, requires that a Nodce of Construction and Applicaaon
for Approval be submitted to and approved by our agency prior to the construction,
installarion or establishment of an air pollution source. Noaces of Construction will likely
be required for several of the industrial faci.lities that will build on these lots.
8. Failure to comply with federal, state and local air quality regulations may result in the
issuance of penalties.
.J
APPROVED ON THE Jh DAY OF JCJLY, 1992.
, ~
, .
HI~T W. RRINGT , JR.
Planner II .
Under Stace Law and County Ord.inance, you have the right to appeal this decision to the Spokane
Counry Hearing Examiner Committee. Upon receipt of an appeal, a public hearing will be
scheduled. If you desire to file such an appeal; you must submit a letter along with a$120
processing fee, payable to the Spokane County- Treasurer, within ten (10) calendar days from the
date this decision is signed. r.f you have any questions, please call the Planning Deparnnent at 456-2205.
. ,
c: Division of Engineering
Division of Utilities
County Health District
Department of Buildings
Fire Protection District No. 1
Ted Gunning, 9616 East Montgomery Avenue, Spokane, WA 99206
Simpson Engineering, 909 North Argonne Road, Spokane, WA 99212 I
BUILDING PERMIT CHECKLIST
PRE-APP ;E
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S P O K A N E ~b, C O U N T Y
OFF7CE OF THE COUNTY ENGINEER • A DMSION OF THE PUBLIC WORKS DEPARTMENT
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director
AGREEMENT TO PAY FEES
ENGINEER'S AGREEMENT NUMBER q&92=004
This agreement between Spokane County and _V'~b4 0 . ~+~1 i.~G~.. ,
(name o person~
whose interest in the pro'ect is
~ (i.e. owner, agenr, ete.)
•
l!
is :;ntEred into 'l~is ~ day of ~E~ , 19 ~ 3. This agreemEnt is applicable to thE pio~~a
known as:
(projec~fac'aress or Cilename b: ue Ilum e
That the individuals and parties named herein as having an interest in the above described property or
project agree to the following:
1. Reimburse Spokane County for project review and inspection fees as specified in
Board of County Commissioner's Resolution 80-1592 attachment C, as amended.
The fees will be based on actual salary costs incurred by Spokane County for project
reviews and / or inspections plus a ten percent administrative charge, and will be
billed monthly as accrued.
2. The undersigned agrees that these fees are due and payable upon receipt of the
billing as specified above. The monthly billing should be sent to the attention of:
NAME: IV-8?.1we'V4
ADDRESS: N.
CITY, STATE:
ZIP CODE:
PHONE
I understand that failure to pay these fees may result in delay in completion or approval of the project or
other possible sanctions.
~
SIGNATURE By:
~J~r-- C-r4 <c ~
(PRINT NAME)
RETURN YELLOW COPY TO SPOKANE COUNTY ENGINEERS
k\g%agreemen.fee 3/!~i 811 Jefferson Spol:ane, WA 99260-0180 (509) 456-3600 FAX (509) 456-4715
SEP- 1-93 WED 15:25 Christenson Assoc 4677616 p.02
;
S P O K A N~ , C O Z.J N T Y
O~FILE OF THE C01NTY ENG)INF-ER • A DN15ION OF Tf1E PUSUC WORKS DEPAR7TytEN7
RonaId C. Hormann, P.E., County Engineer Dennis M. Scott, P,E., Director
AGREEMENT TO PAY FEES
ENGINEER'S AGREEMENT NUMBER laaace>4
This agreement between Spokane County and Kr::*4WE'7"t4 t6,
inamc
. ,
whose interest in the pro'ect is
0. , ~vVl owner, agen,
'7
is,zntered into :his r' day of 1S~: , 19 tl This agreement is applicable to the piojCa
known as:
11JG. 11116i~ `~~t01Y~ C',~ .y
a e;s br
(projcc itT~fi'rh~~ ~ er ' 1 That the individuals and parties nacned herein as having an interest in the above described property or
project agree to the following:
1. Reimburse Spokane County For project review and inspection fees as specified in
Board of County Cocnrnissioner's Resolution 80-I592 attachment C, as amended.
The fees will be based or► actual salary costs incurred by Spokane County Eor project
i
~ reviews and / or inspections plus a ten percent adnninistrative charge, and will be
; billed monthly as accrued.
~ 2. The undersigned agrees that these fees are due and payable upon receipt of the
; billing as specified aboye, The monthly billing should be sent to the attention of:
~
~
~ NAME:
~ ADDRESS:
~wCF
IVFD
~ CITY, STATE:
SEP D 11993 ~
zrP coDE:
SPBC{kK =1Y EffGIREER
PHONE # :
~
. I undcrstand that failure to pay these fees may result in delay in completion or approvai of the project or
~ other possible sanctions.
~
; SIGNATURL By. ~ • '
~ • ~ ~r' ~ -
, (PRINT NAME)
, RETURN 1'ELLOW COPY TO SPOKA,NE COUNTY ENGINEERS
- - At R11 tefferson Spokane, YVA 99260-0I80 (509) 456-3600 FAX (509) 456-4715
SPOKANE ENYIRONIVIENTAL ORDINANCE
DETERMINATION OF NONSIGiVIFICANCE
File No. 93007581
Description of proposal: Warehouse and office aoDroximatelv 72.0(}0 SF in size
Proponent: Timothv Snilker. Snilker Bvrd Develonments, 3804 N. ReQal, Suokane. WA 99207
Location of proposal: 11310 E. MontQOmerv, Spokane, WA
Spokane County, the lead agency for this proposal has determined that it does not have a probable significant adverse
impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW
43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other
information on file with the lead agency. The information is available to the public on request.
There is no comment period for this DNS.
[X] This DNS is issued under 197-11-340(2); the lead agency will not act on this proposal for the required 15 day
review period commencing on September 30, 1993. Comments pertaining to this checklist/determination must be
submitteti/received no later than 4:00 p.m., October 15, 1993.
Responsible Official: James L. Manson, Director
c/o Lorne Lakshas, Planner
Spokane County Division of Building and Safety
West 1026 Broadway Avenue
Spokane, Washington 99260 (509)456
Date SeDtember 29, 1993 Signature 1tL • ~
4
_ . ~
You may appeal this determination within 10 calendar days after it becomes final:
The Board of County Commissioners
West 1116 Broadway Avenue
Spokane, Washington 99260
The appeal must be submitted in writing no later than 4:00 p.m., October 25, 1993. You should be prepared to make
specific factual objections.
Contact above responsible official to read or ask about the procedures for SEPA appeals.
****************~x*~****w*~x~*~**~x**~***:~**************~*~**
A copy of the Determination of Nonsignificance was mailed to:
Spokane County Air Pollution Control Authority Spokane County Health District-Environmental Health
Mr. Eric Skelton Mr. David Swink
S/pokane County Engineer's Office Fire District No. 1
Mr. Bill Hemmings Mr. Paul Chase ,
Denny Christenson, AIA Washington State Dent. of Ecology
55 E. Lincoln Rd, #104 Spokane 99208 Environment Review Section-Ms. Barbara Ritchie
,
~ • ~ ~ . ,l . _
~ I
~
~
~
. ,
SPOKANE ENVIRONMENTAL ORDINANCE
SECTION 11,10,230 -1;
t • ~ SPOKANE ENVIROMENTJ1L ORDJ,NANCE ~
~
' (YAC 197-11-960) Section 11.10.230(1)
Environmental Checktist
F11e No. ~~w
Purpose of Checkllst:
TAe State Enviroraental Poltcy Att (SEPA) chapter 43.21C RCM. requtres all governmental agencies to consider the environmental impacts of a proposal
before making Aecisions. An Enrironeental Impact Statertrnt IE151 must Ce prepared for all proposals witA proDaDle siqniticant adverse impacts on
the quallty of the enviromient. TAe purpose of this checklist ts to provide infor+aation to he1D yw and the agency identify impacts frao yovr
proposal (and to reduce or avofd iaqacts from the proposal, if it can De done) and to help the agency decide whether an EIS is required.
Instructions for Applitants:
This environaKntal checklist asks you to Cescribe sax baslc infor+oation aba t your proposal. Governmental a9encles use tfils checklist to detertaine
vhether the environarntal impatts of your Oroposal are signiflcant, requlring preparatSon of an EIS. Ansrrer the questions briefly, with the most
precise infornation knwn, or give the best description you can.
You cw►st ansver each question atcurately anG carefully. to the bpst of your knowledge. ln most cases, ya should be able to ansrer the questions
fros your own observations or project plans wltAout the need to hire experts. If you really do not knaw Lhe arnwer, or 1f a question Gces not apply
to your proposal. wrlte 'Co not know' or •does not aP91y.' Camplete answers to the quQStlons now may avold unnetessary delays later.
Some Questlons ask about governaental regulations. such as zoning. shoreline. and landmark designations. Answer these questions if you can. If you
have problews. the governsental agenctes can assist you.
The checklist questlons apply to all parts ot your proposal, even 1f you plan to do thas over a perlod ot t1n+e or on different parcels of land.
Attach any additiona) Infonmation that will describe your proposal or its environnentnl effects. The agenty to which you submit thls checklist may
ask you to expla/n your answers or provide addittonal infonaatton reasonebly related to detenaining tf there may be stgniflcant adverse imoact.
Use ot checklist for nonprnject proposals: •
Caoplete this cRecklirt for nonproject proposals. even though questions raay be ansrered 'dx s not 8eD1Y'-
iN 110DITION, cwplete the SUPPLErENTAI SHEET FOR NONPROJECT ACTIONS(Part 0).
For nonproject actions, the references in the checklist to the words 'project,' 'appitcant,' end 'property or site' shouid Oe read as 'proposal,"
*proOOSer,• and 'affected geographic area,' resDectlvely.
A. BACJ(GROUtID
1. 'Ia~e atIproDased projett, it appllcable: 80152 Caseade Corrucjated Container Division
. ~S?3~ S f /1~ ~
/
~
2. %a.e ot Applicant: Soilicer Bvrd Develouments
3. Address and phont number of appllunt or Contact person: N. 3804 Reca] Snokane, rYa 9ZG]r7
489-7311 Ken StDilker
i
1. Date checklist prepared: SYP .Pil1 1' 2, 1993
5. Agenty requesting chetkllst: SUOkane County Planniny Dept.
6. ProposeE ttaing or :cheeule (including phasing, ,f app11ca01e): Start construction Oct. 1, 1993,
com-,~lete March l. 1994
7. a. Oo you have any plans for futun addltiorts, ezpansion. or turther activity related to or com ected with this D*oPosal? lf yes, explaln.
Yes, a 30,000 sq ft addition mav be added to tne east end of the
building .
b. Oo you ovn or hsve optfons on land nearoy or adJacent to this proposal? It yes, explain. ,
NO
8. list any environaental lnfonaetlon you knor aDout that has been prepered, or rill be prepared. dfrectly relateE to this proposal.
A SEPA Checklist was submitted as part of BSP-32-92
Rev.tn/ss ~
• , ' 1 / SPOxAIiL LRVIRONMCNiAL ORDIPAftCE
' (vAt 197-11-960) Seecion 11.10.230(1) • EACXG80'QM (concimud)
9. Oo 7ou haw vhether applications are pending for goveroseatal approval• ot other proposals ditectly effee[ing the property covered by your
proyosalt I[ yee, expLin.
A BLi 1 di ng Permi t was an= 1 i_d for on A ugLst 26. 1993
10. Llet ac7 government approvals or petoit• that vill be needed for your proposal. if lasoro.
Auarovals & Permits as follows are required: Building Permit,
Enqineer's approval of site drainage and approaches, Health Dept.
approval, Fire Dept. approval, Planning Dept. approval.
11. Give • bcief, complete description of your propow 1. ineluding the proposed use• and the aise of the project and eite. 7here are eeveral
Questions Lter in this checicllst thac ailc you to describe ce naln aspeets of qour proposal. You do not need to repeat those anevers on this
page.
A 71,700 sa ft sinale storv concrete block building to be built upon
a relatively level site
1:. Locacioo oi the propoeAl-> Give su[ticianc inEoroatioa for a person to understand the precise location o[ your proposed projecc, tncludtng a
•treec address, 1t any, and sec[loo, tovrsship and range. if tnovn. It • propoaal vould occur over a range.of area. provtde the range or
Doundarles of the eite(e). PTOVide • legal descriptlon. site plaa, vicinity aap, and topoeraphic aap, i[ reasonably evai L Dle. vhlle you
ehouid submit any p L w required b7 the agency, rou •re aot required to dupllcate naps or detailed p L ns subottted vith •ny pervic applicacfon
relaced co this checklist.
11310 E. Montaomerv Leqally described as Lots 41 5, & 6, Block 2,
Binding Site Plan 32-92. A site plan, grading plan are included the Buildin:~ Permit documents.
.
dP~ c:~/VCo ~ ~ 2 ~ . ~ `
~ Ll.~.~1,/r!~
. Q- 0,~.
13. Does che propoeed aetion lie vithin the AQulfer Seeuitive Ar n(ASA)? The Ceneral Sever Service Area' :he Priority Sever Servlce Area? '"he
Ctty of Spokane? (See: SpoFcaae County'• ASA Over Ly Zone AtL • Eor boundaries).
The site lies within the ASA, the General Sewer Service area, the
Priority Sewer service area, and the County of Spokane.
.0 bC COTFLL'LD HT APPLICANi '
E. 019IAOR`Qlf".,I. EI.E'E.YfS
Bvnlwtlon For
1. EAF-.It Agency Uoe Only
a. General destrlption of the siCe (circle oae): f L t, rolling, hilly, steep slopes. oountalnw s,
ocAer:
Generally flat '
D. :TRac ia the eteepest elope oa the si[e (appro:imate pereent •lope).'
2%
c. 'jha[ general cypes of aoile nre found on the sice (for esaople, clay, sand. gravel, peat, ouck)?
If you knov the elaselfiucioo of agrlcultural •ol L, •pecify theo and note apy prise faro L nd.
Sand and uravel
d. Are there eurfaee indicntlone or hlecory of unscaDle •oile in the tmediate vlcinl[y2 If eo,
descriDe.
No 2
• . , . ~ SPOKIIKE ENYIRO?QKEENTAI ORDINANCE !
(wAC 197-11-960) Sectlon 11.10.230(1) '
B. ENVIROMIENTAL ELEMENTS(tontinued)
Evaluation For
Agency Use Only
e. Describe the purpose, type. and approxlmate quantttles of any filltng or 9rading proDOSed.
Indicate source of f111.
Gradinu will be re:tuired to prepare the paved and
landscaped areas. There should be no appreciable
f. CouT7!'~d~Tolf"DZG$r 2e r3uYto6T~~f6~n ~2onft~uCionn orteuse~-l~Sso. generaily descrtbe.
No
g. About what percent of the site will be covered rith impervious surfaces after pro,ject construc-
tion (for example, asphalt or bullCings)?
39%
h. Proposed measures to reduce or control erosion, or other impatts to tbe earth, if any:
Norie
2. AIR
a. WAat type of emissions to the air ww ld result frw the proposal (i.e.. Oust. autanobile. odors
industriai. wooC srtake) during construction and vhen the project is cqapleteG? If any,
general ly describe and 9ive approxirssate quantites if knwn. DuY'1I1a CoT1StrLlCtlOI1 ~ ~
~ust and emissions from construction vehicles. U~pon
comuletion, emissions from trucks serving the building aq q 3
operation and vehicles for employees traveling to ana
frm wor~
b. Are here any o-site sources ot enisslons or odor that rnay affect your proposal? If so.
generally descriDe.
1
None
' '-0 q`13
c. Proposed measures to reEuce or tontrol emisslorts or other impacts to air, tf any:
None. The impacts are not significant. U.Q~ ?
~
.
3. uaTER
a. Surface:
(1) is there any surface water boEy on or in tAe inwedlate vtcinity of the slte including year-
round and seasonal streams. saltwater, lakes, ponds. wetlandsl? lf yts, descrlbe type and
provide nnmes. lf appropriate, state rhat streem or rlver 1t flors into.
'NTn
/
f21 Will the project require any work over, in, or adjacent to (within 200 feet) the descriDed
waters? If yes. please describe and attach available plans.
rr3
3
. ~ s~~ ~ROIDUDITAL oRDIp,►,aCE ~
, (aAC 197-11-960) Section 11.10.230(1) •
S. ENVIRONlEtti'AL El.!?tEN':5 (eoeftinued)
Evaluation For
Agency Use Only
Estimate the aoount of [ill and dredge oaterlal that wuld De p Leed !o or removed fron the
a urface vater or vetlands and indi ute the sru of the •ite that vould be affected. Indicate
the eource of flll materlal.
None
~
(4) pill the proposal requir •urfac~ vter vitAdravalor dlvarslons? Cive • geoeral descrip-
[ion. purpose, aad approsiaate quancttTlT'ii'knovn.
yes. The site drainaae will ine firected to S-208
drainaqe swales. ~-~6.1.Uj~~. „IAW ~Y
,
(5) Does the propo ul lio vlthle • 100-rpr tlood plalet If •o, note lou CSon on the •lte p Lo.
ATr-.
(5) Doe• the propo"l involve any diseharge• of vu te sacerial• to surface vaterst It •o,
deecribe the type of vests and anticipated voluse o[ discharge.
No
D. Crourd:
(1) uill groundvater De vlthdravn, or vill vater be dlsehargod [o gtoundvater? Cive genetal
deseripcion, purpose. and approxiouce Quanticies. ii lmovn.
Drywellc wi11 hQ 1nre-3tPC3 in thP --wa1Ps' As the swales
oond sufficiently, uround water could be discharged
into the aguifer. `
(2) Deseribs vaste natecial thse vill be disehatged into the grouod from •eptlc tank• or othet
"oitenr vaste tr"wot facillt7. Dnseri0e the general •ise of the s7rscm, cl+e auaDer of
houees to De •erved (it •pplieabls) or the number of persons the s7stes(s) ars esyected to
eerve.
No i-raste material will be discharc~ed into the ground
water. A sanitar~y sewer system will be installed.
(l) Dascribe eny eystms, ocAer than choss dssignsd tor the dlsposal of waitary vuce.
leutelled for the purpose of discharging tluld• belov the grouod •urfaee (lnelude• systeas sueh
es choee for the diopo ul of scors vater or draioage fsom tloor dzaloa). Dascribe the cype of
eyoten, the •oouat of osterial to be dlsposed of tArough the systa and the type• of oaterial•
likely [o be disposod of (includiag aatarial• vhich eay enter the rlotesi inadryrcently through ~
spilla or ss a re"c of [lrefighting ac[ivities).
There are no systems z•rhich are installed for the pur-
oose of discharainq fluids below the ground surface.
(4) Hill any chmicals (espeelally organic solven[• or pscroleua tunls) be stored ln above-
ground or undergraund storage tanlu? If so, vtac cype• and quaaiities of saterisls vill De
etored?
Y
Nn
4
' (yAC 197-11-960) Section 11.10.230(1) STOxAtiL II4VI80Nld27'fAI. OEDZNANCE
, B. LNVIRON?MAL LI.EMEM (contloued) Evalwtion Por
Ageney Uee Only
(5) wAac protective oeesures vill be caken to lnsurs tlut leaka or eplll• of aoy chemical•
etored or uied on aite vill not be alloved to pereolate to groundvater (thl• Sncludes nassuree
r`
co keep chenlcals ouc of dispossl systes• descrlDed le 3D(2) aod 3D(1)' K
At the ~sP of the loading dock, a ho1 di ng tank iai 1 1 6~~
nstalled to catch anv -tential spills. c
be i
q 2 ~ q-1
c. Vater Runoff (including etotv vacer):
(1) Describe [fie oouree of cvnoif (including •tors vater) and oetlod of colleetioe and disposal
lf any (laclude Quantfties, lf Icnovn). iJM re vill [hl• mecer flovt Vill this wacer flov into
other vsters? If so, describe. -
oervious surfaces, includina the built-up roofin:i,
concrete slabs, and asphalt driveways. This water will
be directed to S-208 swale areas, and will not be able
to flow into other waters.
(2) :7l11 any chesical• be stosed. haadled or wed on the site lo a loutloo vhere & splll or
leak vill dcalo to surface or groundvater or to a•torn vacer disyo wl s7st m diseharging to
surface or groundwter?
pjn
(J) Lould vaste material• enter ground or surfsc• .attrs? It so. generally deseriDe.
Nr%
d. Propoeed oeseures to reduce or eontrol surface, arwnd. •ad runotf vatet lopacts, tf •ny (if
t tAe proposed aetion lia• vlthie the Muifer Sewitive Aru be •speelally clear on ez9laaatioos
r relating co fsc111t1e• coneerning Sectioos 3D(4). 3b(5), and k(2) ot this ehockllet):
Drainaqe from impervious surfaces will Le directed to .
County-approved swale areas. At the base of the load-
+
inq dock, a holding tank will be installed to catch
any Notential spills.
a. vtA.vrs
a. rheck or circle type ot vegeta[lon touad oo CM •its: The site has beeI1 rouyh
deciduow tree: alder, cuple, •open. ot1uT. yraded by the Nrevious
evergreen tree: tir, ceEar, pine, ocner. OZJI12r. . L i ttle veget a-
X •hruDs. tion remains.
pascure.
crop or grala.
vet w11 plaots. cactail, bnt[ereup. Dullruah, skumle caDDaae, otlw r. .
M tar plants: watet lilly. eelgrans, eilioil, o[hor.
other type• of vegetation.
b. Vhnt kiad and aoount of vegatatlor vill be reoved or altered!
A1 1 Pxi st-i ngveQetation will be rertoved. -
c. List thr ntened or endangered specie• Imovn to De on or neer the sice.
No endanGed species are known to exist on this site. '
d. Proposed laadscaping, uae of eu tive p Lnci. or other m uure• to preserve ot enhance vngetation
on [he ai[e, if eny:
excep~ Spnj{app,srnintv rPrnii rPments and a1 1 si,rales will
be sodded. All landscaping and sod will have automatic
irrigation. 5
. , SPOKANE EMVIRONI4EKTA1 OROIMANCE ~
. (11AC 197-11-9601 Sectton 11.10.230(1) .
B. ENVIRO►oMENTAL ELEMENTS (continued)
Evaluatlon For
Agency Use Only
5. ANIMALS
a. Circle any birds and aninuls rhich have Deen observed on or near the slte or are known to be on
or near the site:
birds: hawk, heron, eagle, songDirds, other: ,
maramals: deer. bear, elk. beaver, other:
fish: bass, salnan, trout, herring, shellfish. other:
- otner: Occasional bird or domest,ic an_; ma l passes accross site
b. list any threatened or endangtred species knarn to be on or nenr t!►e site.
No threatened or endanqered species are knoi,rn to be an
or near the site.
c. ls the site part of a migration route? If so. explain.
No
d. Proposed neasures to preserve or enhance wildlife. 1f any:
Wildli-fe habitat wi 1 1 hP Pnhancer3 v thp~l~3ritin f
trees, shrubs and laj,m as provided in the landscape
plan.
5. ENERGY AND NATURAL RESOURCES
a. What kinds of energy (electrtc. natural gas, wood stove. solar) will be used to aeet the
the completed projeCt's energy needs? Descrtbe Mhether tt will be used for heating, manufaC-
turing, etc. .
Electricity will be used to aower eauipment. liuhtinq
and air conditioning. Natural gas will be used for
heating.
b. Would your projett affect the potentlal use ot solar energy by aQjacent propertles? 1f so.
generally CescriDe.
No E
c. Hhat klnds of energy conservation features are inclubed in the plans ot this proposal? List
other proposed measures to redute or control enerqy lmpacts. if any:
The buildina is insulated to meet Washinaton State
Energy Code standards. -Operable windows are used to
provide natural ventilation in the work area.
7. ENYIRONHENTAL NEALTH
a. Are there any envtromental health hazardz, tntluding exposure to toxlc che+elcnls. rlsk of ftre •
and explosion, sptil, or hazardous waste. that tould o aur as s result of thts proposal? If so,
descriDe.
There is a risk of fire with this proposal. •4
,
,
(l) Describe spectal emergency zervices that might be required.
The Fire Dept. would respond to a fire.
6
' ~ ~ SPOxAAL LNVIfl01IIQ27M OYDIBANCL ~
(VAC 191-11-960) Seetlon 11.10.230(1) '
B. e:NVIROtMZ1fTAL ELEMZHlS (continusd)
Lvaluatlon Por
Agency Uee Onlq
E27VTA010M11:'AL AEAL:H (contioued)
(2) Ptoposed measure• to redute ot concrol eoviromental haalth hasards, ii any:
The buildina will have a firP sunn ssion snrinkler
system throuahout and will have at least one addition- al fire hydrant installed.
b. Nolee:
(1) ilhat type• ot eoise e:ist in the area vhieh aay affect ywt projact (for e=ample: traf[ic.
equipnenc, operation, other?
_hTnn in
(2) utu c types aad levels of aolse vould De ern csd try or a uoe Lted vith the projecc oo •
ehort-tero or a long-tetm Dasis (tor exaaple: crai[ic, coestruetioe, operation, o[het)? Irdicste
rhac hours noise would coae frne the site.
Noise from trucks servicinq the business and emplovee
vehicles and equipment operational noise will exist.
(3) Proposed ou sure to reduce or control noise lopaets. ii any:
The~nnPrat i nn nf PL-pii nmPnt L,ti 1 1 Yp subst ant i a 1 1 z
contained with the concrete block buildinq.
8. La'lD AND SNORELItiY USE
a. ui+at i• the eurrent uie of the •ite and •djaeent properties' .Slte 1S vaeant. East
of site is in industrial use. South of site are railroad
tracKS. Norfn ot site is Rontq~omery t'~d. West ot si~e is
b. ILe the site been used tot •ariculture' If so, dascri .
vacant land zoned for light industrial use.
~
c. Describe sny structures oo the •ita.
None
d. 4111 any •tructures be deaolishsd2 If so, vAicAT
_~Tn
e. i!'ist is the curreet zoning claselfication of the sitet
.
?-2 Lisht Industri al
f. VhaC 1s the eurreot cmpreheosive pLn designacion of the site?
Gight industrial
g. If applicable, vhat 1• the current •horeliae eascer progrtn designation of the •lte?
Not ap.plicable
h. Has aey part of the •Ste Deen ela ulfied as aa 'eovisoawnta117 semitiva' •reat If so. ~
specify.
1. Approslmatelq hov many people voul re~ld o vork n the ccspleted project?
20 people
7
' . ' $?OKAt7E ERVI30'[MERM OBD2NANCZ
' (YAC 197-11-960) Sectlon 11.10.230(1) •
B. EMROttlERil1. II.LQLPiS (cootiaomd) °oaluation For
Agency Ume Only
J. Approxiostely hov nany people would che coopleted projeet dispLcs7 None
k. Propossd oeasure• to avoid or reduee d1spLesent iepacts, if any:
Not applicable
1. Proposed oeasure• co enaure the proyo*al 1• coopatible v1tA exlsting aod projected Lnd uses •nd
pleos, it any:
The development will conform to thP c venants estah-
lished as part of the Bindiny Site Plan and required
binding site plan and zoning landscaping.
9, xoirs txc
a. Approsina[ely hov oan7 unic• would be providad, if anyt Iadicat• vhstM r higM . siddlr . or
loriecome housing.
Nn tini tS wi 11 prn-iri riarl
b. Approzioa[ely hov nany umlcs, if an7, would be elialeated! Iadi ute v1etF►er high-. iiddle-, or
lov-lncose housing.
No units will be eliminate~
c. Proposed measures to reduec or eontrol Aoueing ispacts, if any:
10. AESTlIET2CS
a. Vhec is che callesc height of an7 proposed •trueture(e). not laeluding antenaae7 VTac c!u
princlpal e:terior Duilding oacerial(s) proposed'
Tallest height is 261. The principal buildinq
material is concrete bloC1~ T '
b. VhaC vlev !n che iaaediate vieiaitr would M sltered or obstructedf
None .
e. Proposed oeasures to reduce or coetrol aes[!►etie lapacts. if aq :
The buildin(r wi 1 1 confo ta the mvenants Pqtah-
lished as part of the Bindinu Site Plan. All stor-
age will be screened.
11. LICH': AND CLARE
'Jhat t7rpe ot light or gLre vlll the propo"l produeet 'Jhat ti.sm of day would it mainly ouur' ~
Headliuhts from trucks and emolovee vehicles mav nro-
duce ylare during the early morning and late eveninq hrs.
b. Could light or g L re frou the Einlslud ptoject De • safecq hasard or Snteriete v1cA •1eNf
c. Wtu c existing off-site •ourees of 11ght or g L r• may aifect your proposal'
None ~
d. Proposed aeasures co reduce or eontrol light aod glare inpscts. if any:
Area liahts will be desiqned to minimize off-site ulare.
Parking areas will be screened to rninimize off-site glare.
8
' • , J SPOLAIIL L11VIR0'H?ENTAL ORDITiAtiCE l
(WAC 197-11-960) Sectlon 11.10.230(1)
D. aP4IA01OCERtAL EI.MMT'fS (continned) '
¢valuation For
Ageocy Uee Onlq
12. RECRLATION
a. Hhat designated aad lnforoal recreatlonal opportunitie• ate in the immediate vicinity'
None
D. tiould the proposed project disp Lc• anr ezisting ncreational uses? If eo, deactlDe.
pjn
c. Proposed oaasun • to Teduce or contcol inpact• oa reerucioa, iccluding rseru ciooal opporcuni-
tles [o De providad by the project or appllcant. lf aay:
TTr,
13. HTS".'ORIC AND CULTVRAL PRLSEAVA:ION
a. Are there an7 places or objects 11s[ed on or proposed lor astional. stato or local pressrva-
clon regiiterslcnovn to be ofl or ne:2 to the siteT If so, geeeTally desctibe.
N0
b. Geaerally describe aoy landaarks or evidence of historic archaeological, acisacifie or eulcural
lmportaace lmavn to De o0 or oext [o the •ite.
None
c. Proposed aesaures to reduce or concrol lo9eece. if amy: .
None
0-4 RANSPOR7ATION f . Identify publlc •treet• and highvsy• •srving the sits and descriDe proposed aceesr to the
e:isting s[re*[ •rstea. Shoron @ice p Ltu. iI any.
Montgomery Rd borders the northern boundary. Traffic
will access Montgomery from Argonne Rd to the west c7-q S r~~ ~
and Pines Rd to the east.
b. ia aite curreatly •esved by puEllc ctaniit' It aot, vlvc 1• t!ti •ppro:3nate distance co the
oearesc traoslt stopt
Un}anown
c. Aov naa7 parking space• vould the comyletsd projset haret Bov aany vould the projact elimiaats'
63,parking spaces will be installed~ None will be
eliminated.
d. Will the proDosal nQulre •a7 nov road• or straec&, or ispronmnt• co existing toad• or scra c•
not includinY dsivawysT If so. generslly doserlEe (iodi u t• vhetler publie or private).
As a condition on the Bindina Site Plan, Montaomerv
Rd will be widened and curbing and sidewalks will be
installed.
.
e. i7111 the projeet wa (os oceur in the inmodlate vieinity of) rrtet, ra11. or air ttsasportation? 1 .
ii so, generslly deseribe.
No
9
. . )
. SPOICANL CRPIYOtdENfAl. OBDIMPCL
' (YAC 197-11-960) Saction 11.10.230(1) B. II4VIROtpE!!*•AL B.@ER5 ( cootimed )
Evaluatlon Por
Ageoc7 Uis Only
t. Rov naa7 vshieular crip• per day va►ld ba generaced by the cmpleced p mject? If Imo+►a.
ladiute vhee peak vould oaur. L5 Tn ,i,~,P ' 30 & 6 _ I A M_Frnmz,,s7 te
2: 30 pm LQ To site 7: f_] : 30,_dW From site 4: 30 pm
One semi truck delivery three times a weelc. Three van
deliveries per day. Normal mail and occasional UPS delivery
B. Proposed oeasures to redute or eontrol transportatloa lapacts. if sny:
(`tirrPnt work schedule wi11 be continued, ininimizina
any impact upon conventional peak hour traffic periods.
15. PUBLIC SERVICES
a. 'aould the project result in an loereased need for puDlit •erviees (fo[ ezarple, fire proceetioo,
police protection, haalth care. sehools. other)t If •o, ganerally dercribe.
No
D. Proposed aeasures to reduce or eortrol dlrect impact• on puDlie •er►lees. i• aoy:
None
16. lJ'ItITIES
a. Circle utilities currentl7 ava! L E1e at the site: electricity, natural gas, vacer. retus•
•ervlce. celephone. aanitary never. •apcic system, ot M r.
Utilities available at the site are: electricity, nat-
ural gas, water, refuse service, telephone, sanitary sewer.
D. DeseriDe the ucilicie• that •re psoposed for the project. t!ti utility pronidina c1» •e rriee and ~
the oeneral constcvetioo tetivitia• oa the site os lo the laaediat• vielnity vhleh aight be
needed.
utiiities propgsed are: electricitv, natural aas,
water, refuse service, telephone, sanitary sewer.
C. SICNATt1RE .
1, the undersigned, svear under the ptnalty oi perjucy chat the •Eove respoere• are aade truthfully and co the best ot sy kawledge. I also
understaad [hat, should thera be ae7r villtul nierepresentstion or vlllful Lek of full dlscloeute on my pa[L, the a en may vlchdrsv •ny
deternination of aonalgnlflcaoce that lt aight issue in reliance upon thi• clecklist.
D,«: ~ Propooent Spilker Byrd Developments -4. 1993 I (Pleue 8rint or Type)
Proo,,,et: ~.J~~. ,►ae=...: N. 3804 Reqal ,
~igereura
489-73i~ ~tm cmv./ s ~ IkeC
~no„~: / ~ Sr.)okane, WA 99207
Persoo coapleting fota: D2Y1T1V Christenson, A.I.A. pate: Sept. 31 1993
Phone: 467-7600
YOR STATF OSE O1QL! jL,~..' • l-~' /v``/~f`rL~~//
/~Q ~ KZ
Staff meDer(~) revieving checkliec:
~~s~
Based on this staff revlev of the environaeacal cheeklist and othnr pertiaent iniona[3on. the •caff: ~
A. ~ Concludes that chere are no proDable •ignifiunt sdverss ispaet• and recamssnd• a detetniastion of nonsigelflcante.
B. Coaclude• that probable slgnitleaat adverse envi mnoeotal inpaet• do e:ist for the curtent proposal and tecosnend• e mitlgated deter-
nlnation of noosigaiflcance vith condltioos.
C. Concludes that there are probaDle significant adverse environsental laput• and recavaends a deteeoloacioo of elgnifiunce.
~ TILIPG PS - $75.00
10
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October 22, 1993
pennY
Spokane County
G~~;stens°~ Dept. of Engineering
Attn: Bob Turner
~~atgs W. 1026 Broadway
."'-l~J Vkail`VA 919260
V VIA Fax 456-4715
A~Ghitecis
RE: Boise Cascade #93-7581
& Dear Julie;
Please be advised that effective October 18, 1993, the Boise Cascade
5~ EaSi
Corporation terminated this project. It will not be built within the
n Rd near future.
Uncpi
Please thank those in your Department, including Chris Reich, for
k~e their efforts in working with us on this project. We are disappointed
the efforts of all involved did not have the result we had anticipated.
Yours truly,
~Pr~rs ~ctPrn~t~.~.~
1iV..il,r v~ rt 111.~L.V11JVllL 1►•
cc: Planning - F. Shaw
~~.1616 Building - J. Shatto
FAX
~
k?
. .~s r~-~j✓~~
~ OCT 0 4 19
93
October 1, 1993
~~nY
Spokane County
Gh jIS{e~n
Dept. of Engineering & Roads
Attn: Bob Turner
10~6 Livu&v✓a.~y
Spokane, WA 99260
VIA Fax 456-4715
A~~h;t~ts RE : B oise Cascade # 93 -75 81
& Mterio~ Dea1' Bob;
Please be advised the General Contractor for this project has been
55 EaS~ changed to:
Hansen-Rice, Inc. 1n~~ pd• 1717 Chisolm Drive
~ Nampa, Idaho 83687
HANSER17814
S~Oka~e Contact Person: Steven Wertz, Director of Design
Phone: (208) 465-0200 Fax: (208) 465-0272
~~f,ir►►4~°n
Our firm will remain as the architect, local contact and is the lead
designer for a11 drawings.
The previous developer, Spilker-Byrd, will not be responsible for
ll~o payment of the engineering review fee nor the approach permits.
~ Please fax the Agreement To Pay Fees to Mr. Wertz of Hansen-Rice
1160 along with infomation on how the approach permits are able to be
FAX~ paid.
If you need further clarification, please contact this office.
Your tr ly,
A
eennistenSon, A.
cc: Steven Wertz, Hansen-Rice Tim Spilker, Spilker-Byrd
a
~
~~ny September 9, 1993
Spokane County
~hnStEn~n Office of County Engineer
Attn: Christopher Reich, E.I.T. RECEIvE~
& ~;aces W. 1026 Broadway Ave.
Spokane, WA 99260-0170 SIEP 0 9 1993
RE: Boise-Cascade Warehouse & Office CODE ENFORCEML-,..
Dear Chris:
$ ~~terio~
We certainly appreciate your timeiy review of our plans.
55 ~~s►
Listed below is our response to each of the comments listed in your
n~d 104 plan review comments dated 9/1/93 :
unc~
A-1 1. We have asked the developer to prepare the necessary
Certificate of Exemption to aggregate the three parcels.
2. The site connects to Montgomery Drive with (2) 35' wide
County Standard Urban Driveways. The developer has
washi~t11 been asked to take out the necessary approach permits.
3. The swale areas have been coordinated on a11 plans.
4. The combined length of the southern boundaries of the 3
parcels being developed is 693.24' and the appropriate
change has been made to A-1.
~t•16~ 5. The 50' turn-around was requested by Paul Chase, of Fire
District #1 during the Pre-Application conference of
1/20/93. He indicated it needs to have a gravel
FN~ surface as lndicated on A-1.
A- 2 1. We are providing a separate, colored plan showing the
drainage basins. This plan is a copy of the plan within
each set of drawings but it has been colored to more
clearly indicate the drainage basins.
The roof drainage calculations were derived from the
1991 Uniform Plumbing Code, Appendix D, 3" rainfall.
SPOKANE ENVIRONMENTAL ORDINANCE
ENVIRONMENTAL CHECKLIST COMMENT ACCEPTANCE
DATE of DNS: September 30, 1993 b
PROJECT: Warehouse and office approximately 72,000 sq. ft. in size
FILE NUMBER: 93007581
LOCATION: 11310 East Montgomery Avenue, Spokane, Wa.
APPLICANT: Timothy Spilker, Spilker Byrd Developments, 3804 N. Regal, Spokane, Wa. 99206
RESPONSIBLE OFFICIAL: James L. Manson, Director
c/o Lorne Lakshas, Land Use Planner
Spokane County Division of Buildings
1026 West Broadway
Spokane, Washington 99260
(509) 456-3675
The following comment(s) corresponds to the noted section of the Environmental Checklist submitted by the
applicant and becomes part of the checklist in accordance with Section 11.10.160 of the Spokane
Environmental Ordinance and adopted policies:
1. Per the attached memo of October 41 1993, Spokane County Air Pollution Control Authority, all
requirements must be met.
~
_a
Date October 21, 1993 Signature_,,
~ ~
A copy of this Comment Acceptance to the Environmental Checklist was maileci to:
Spokane County Air Pollution Spokane Count} Health District - Environmental Health
Mr. Eric Skelton Mr. David Swink ~
Spokane County Engineer's Office Washington State Department of Ecology
Mr. Bill Hemmings Environmental Review Section - Ms. Barbara Ritchie
Fire District #1 Mr. Denny Christenson, AIA
Mr. Paul Chase 55 E. Lincotn, #104, Spokane, Wa. 99208
w
.
a . , . SPOKANE COUNTY
C~ CLEt1R,,..•AI1~ - AIR POIlUTION
S P a K A~. Z CONTROIAUTHORITY WEST 1101 COLIEGE, SUITE 403 • SPOKANE, WA 99201 •(509) 456-4727 Fax (509) 459-6828
Date: October 4, 1993
To: Lorne Lakshas
Spokane County Dion of Buildings
From: Kelle R. Vigeland
Spokane County Air Pollution Control Authority
Re: SCAPCA CONIlKENTS REGARDING ENVIRONMENTAL CHECKLIST FOR;
FILE NO. 93007581
11310 Montcxomerv
Following is a list of concerns/issues that, at a minimum, need to
be addressed for this project.
*All air pollution regulations must be met.
* Air pollution regulations require that dust emissions during
demolition, construction and excavation . projects be controlled. This may require the use of water sprays, tarps,
sprinklers or suspension of activity during certain weather
conditions. Haul roads should be treated and emissions from
the transfer of earthen material must be controlled as well as
emissions from all other construction related activities.
Al1 travelled surfaces (i.e., ingress, egress, parking areas,
access roads) should be paved and kept clean.
* Measures must be taken to avoid the deposition of dirt and mud
from unpaved surfaces onto paved surfaces. If tracking or ,
spills occur on paved surfaces, measures must be taken
immediately to clean these surfaces.
. y
SGAPCA Regulation I, Article V requires that a Notice of
Construction and Application for Approval be submitted to and
approved by our Agency prior to the construction, installationor establishment of an air pollution source.
* Debris generated as a result" of this proj ect must be disposed
of by means other than burning (i.e., construction waste,
etc. ) .
cc: Ken Spilker
~
~.v% ori+tccl on RecyC►ed Paper
HAHN ENGINEERING, INC.
E. 55 LINCOLN RD., SUITE 102
SPOKANE, WA 99206
(509) 467-1550
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' . That portion of the south 1/2 of the soutb 1/2 of the northwrst 114 and a portion of the
sauthwest 1/4 of Secaon 9, Township 25 Nozth, Range 44 EWM, described as follows: f
.
Beginning at a point,which i,q,641,55 fcet noxth and 20 feet cast of the wesc 114 corner of
. said Scction 9, chencc'nartN~$9,°32'30" cast 1870.00 feet along the south righc of way line ,
of Jackson Avenuc; thenee~auth 00°04'38" west 386.46 feet parallel wirh the west linz of .
Section 9 to► the tru~point ofbeginning, which is_aiso a poinc on thc southwcsterly right of
• ;way lirie vf MontgomeryL?nve; thence concu►uing south 00°003 8" west 256,57 feet to the
south line of the northwest 1/4 of -said secuoa; thence sou th 00°1317" east 662.92 feec -
• parallel with the*west line of the southwest 1/4 of scction 9, to the northerly right of way '
lune of the Spokane _Intesnadonai Railroad; thence south 80°26'13" east 779.79 feec along
'4; : said northtrly linc to the tast line of the southwest I/4 of said socdon; thrance norrh .
~ 00°08`33" we,st 424.62 feet a1ong said east line; thence westes'ly along the north righc oE
way line of Morit,gomery Dil.vc to a point that is 30,00 fc.et wesc of the easc line of the
sourhwcst 1/4; thence nozth 00j008'33". wesc 373.21 feet, $arallel with the cast line of said -
. sonthwcst 1/4 to the south line of the n,orthwcsc 1/4 of;said scedon; thencc north 00°0310
. 'wcsc 40422 fo99.50 ara~lcl with tho east line of said noarthwcst 1/4 to a point Iyi.ng south 00°08'10" east foct~from the centCrrhne of Jackson Avenuc; chence south 89°32'30" west 125.00 foet parall.el v+ich"sald centerIine; thcnce north 00°08'I0 " west 229.50 feet to
, the south right of way line of-Jackson*Avanue, tbence south 89°32'34" wesc 612.69 fcec to :
. a etrve concave to the southaast hav~ng a ra~iius of 335.88 feet; chence southwesterly
thratigh a ccntral anglo of 38° 19'391 an axc distance of'224.68 feec co the be;inrung of a curve eoncave to the cast baving a radia of 25,00 feet; thcnce sbuthwest, souch and
•southeastetly, through`'a'eGatral angle of 108°57'29, an arc distance of 47.54 feet to the
beginning of a curvo concave,to thc southwest having a radius of 1030.00 feet;, thence ~
southeastcrly, alon~ the ~lortbeasterly right of way line of Montgomery Avenue ihrough a
ccntral angle of 18 38'04", ad~arc distance of 334.99 feet; thence sourh 39°06'34" easc ;
.5016 feet~ thence 'south 88°53'35; f wcst 76.14 feet to the true point of beginning, EXCEPT
si' 'tuate in tlic Coun of Spokane, State of Washington•
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PREAPPLICATION PRECONSTRUCTION ~ DATE:
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. REC'D I DESCRIPTION BUII,DINGS IPLANNING JENGINEERSIHEALTH I SCAPCA xo. ~ OTHER
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The above items have been received: p/,
- v ~
~
Date of transmittal: BY:
Spokane County Department of Buildings * West 1303 Broadway Avenue * Spokane, WA 99260 ~(509) 456-3675
`
NOTICE OF TRANSMITTAL
ADDRESS: PROJECT ~
E7. i 1 310 n o[,-~ ~--y 2-1 :5
~
BUSINESS NAME: r ~ PARCEL NO./LEGAL
,6 o ~ e~--~ DESCRIPTION:
PROPOSED tJ E: q ~~-)b ~6E~o
,
CONTACT: PHONE;
~
~ -
REASON FOR TRANSMITTAL
PREAPPLICATION CONFERENCE PRECONSTRUCTION CONFERENCE OTHER:
DATE: TIME:
DOCUMENTS CIRCULATED
;
DISTRIBUTED TO:
RECD DESCRIPTION BUILDINGS PLANNING ENGINEERS HEALTH SCAPCA F[RE DiST /1 ~ OTHER:
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71ie above items hcive been 93 ,
recei vul:
Date of Transmittal: Review Caoram
~
Circulated by:
Spokairc Cou►!ry Divisioit of Builtliirss * 1026 Wact Broadway Ave►rue * Spnkanc, WA 99260 *(509)456-3675
~ SEP- 1-93 WED 15:25 Ghristenson As~oc 4677616 P.61 ~
~
A # A t
Pleese detivei #he fvllowinq meforials as soon as posslble,
foial numb$r af pages inc1uding this ~am p~~op' --Z-
Dare; rrr~~ ~~nk aut Pro~~t No. . ~
~e~°" •
~ ~~ject: -
To~ au ~ ~ FA]( Na. ~
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F0r YDur: ❑ appmvnl
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❑ reriew and comment
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p ~pe~ll~Ca#+vrrs
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~ Remark$: .
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7hank You,
3
,
, If trarismfstlan is incompfa#e or any pagnes mara ilidegailibbile, piiease Cc n#act us Iinmedfately at 509-467-7600r
1t you do not catijr we will assurne that you received off pages satisfac#offly.
NOTICE OF TRANSMITTAL
ADDRESS: PIZOJECT ,
o ~lon tq o r~ e~
i
BUSINESS NAME: PARCEL NO./LEGAL
C~ caac, DESCRIPTION:
PROPOSED USE: 4 5-Qa.3. (q p50
v34r.e,~ ou~ c, j o~~ C e.
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CONTACT: PHONE:
.DQr, n -4 Chc► s i'onS nn 4 C)Q
~
REASON FOR TRANSMITTAL
~
PREAPPLiCATION CONFERENCE PRECONSTRUCI'ION CONFERENCE 07HER: ~
DATE: TIME:
DOCUMENTS CIRCULATED
DISTRIBUTED TO:
reECn DESCRIPTION BUILDINGS PLANNING ENGINEERS HEALTH SCAPCA F[RE DIST OTHER:
l-4,'1" L-1 Y,jF:;7n
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Thc a6ove irems havc beett
: recei ved:
Date of Transmitta(: Review Coordinator:
Circulated by:
Spoka„c Counry Divisioii of Burldinss * 1026 W~.cr Broadway Avcnue * Spoktrire, WA 99260 *(509)456-3675
1
c '
BQISE CASCADE WAREHaUSE
DRAINAGE REP4RT
SEPTEMBER 9,1993
a~~Lw
~►0 2 -
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~
~ 2624 !v
~SS,FGIS.~A~
ONAL ~
~ EXpIRES
PREPARED BY: HAHN ENGINEERING, INC.
NORTH 8623 "B" DIVISION
SPOKANE, WA 99208
(509) 467-1550
RECEIVED
SEP 0 9 1993
CODE ENFORCEMENT
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SOILS
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, \IMSNINGT4N - `.NEET NUfdiBER 66
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SOIL Sli RVLI
occup3- rolling to hilly uplauls. Tlley formecl in ].l~,erecl t.liey are excelle»t placos for liu1itingg inigr.lt'Oly -waterfa,%v1.
IOCSS L111dCC COlllfel'Ot1S fO1'E;St. TI1C :lllllll.ll p1'el;ll)It.1f1011 15 (C1Lpilblllt.3, lllllt 1711111'-1; llOt 111 ll ACOOC~la1lCl g1'Ollp OL'
about 23 iilehes, anct the irosi:-f ree se:isoii is about.l?5 cl.iys. raiige sile) '
Frecman soi]s are usecl for giItin, peR s, cloi-er, affia1fa,
lncl gi':iSS, Ri1C1 1S «OOC11:111d. Garfield Series
I'reeman silt loam, 5 to 20 percent slopes (FaB).-This
is the clominaiit tioil on the silty upl;ind rioi•tli atlcl eR;t of The Garfield sei•ies eonsists o~ Nvell-drainecl, sej-ereli-
I-:ocl:ford. 'Most slopes .lre betwecn 8aiid 15 perGellt; a erocled soils that forniecl in loess llll(1Cl• gra;s ancl sma11
few small areas have slopes of iuore than '00 percent, ancl slirubs. Tliese soils occup-t• riclcret:op~i, k110b5. allCl tile lll)-
soille of less than 5 percent. Siopes of inore thaii 20 pei- per slopes on rolling to hill.), upl.iiids. Tlley h~1ve a, surface
cent are sliort 1-nd are alon~ the ecY~es of the c1r.lin~lae~ra.ys. ln~-er of silt~- cla~- loam :~nd .i stil~soil of silt~- cl:131 t1.iRt is
Reln•esentati~-e pi•ofile : vei•y hai•cl, sticl:~r, aiid plastic. ''lie tlllllllal precipit~ltioii
0 to 7 iuclles, N-ery darl: grayish-br0«~n, fri.zUle silt loa»i ; 1S 1S fio 17 111CIleSs ai1d the frost-free Se11S411 1s itUOtlt 140
granular structure; neutr:ll. d.1-YS.
7 to 17 incties; browli, triable silt loniu, ~rayist~ bro~~•n at n 'Tlicse soils :~~~e i,~=ecl m~iinl~- for ~r;tiii, al'rtlif~l, ~nd ~~~r~1~~.
cleptli of 12 iuclies; nent~•ai. Garfielci silty clay~ loani, 0 to 30 percent slopes, severe-
17 to 22 inclm~. brayisli-urown, firni silt toani thnt brenl:s into ly eroded (GaC3).-This soil occupies fihe narroic rid`•etops
1- to?-ineh prisins; neutral.
22 to 72 iuclies, clarli-bTOR'11, firm silty c1aS losm, :tlniost silt ~Zlld u]>1>er s` i lo1~es oil ]oe`._s,il u~l,uids in. tlie souf11e1Srei•ii
loam ; ureaks into nrisms 1 to ? inche~ ivicle, auct tlien into part of the cotulty. _ltost slopes are between S and per-
anstllar utoclis 1/2 iiietl to i iucli wicle; neucrai. cent•; .ti feir small areas have slopes of moi•e thail 30 percenr.
The surfaee soil, when moist, r.lllges from i-er~~ clarl: and tionie narro~~ ricl~etops hai-e slopea of less thRn pei•-
~ra3•isli bro«11 to c1nL-lc bi•o~~n ill colo~•.~ The testure ot the cent.. Yiepresentatii-e profile:
subsoil ran~~e5 froiu lie~l\,y silt loam i~o silta~ cln,~- lo:tnl. 0 to S ijic1~e~, ti1r~;-bro«-ii, tir~ siLry c1n~-1oain ; branular ~trt~c-
~ts much a~ r percent of some areas consists of tarl:in, ture ; neutrnl.
De:Llj•toll, ot• severelj- ei-oclecl I'i'eE'111A11 SOIls. Sta 4S inehes, ctai•i:-browu, firm siltr elay, ye1to«-ish->>rown
'`hi5 is s1 nloderatel~, well drnined soil that h.ls .Z vet•y silty cl:ty lo:tnl below a deptli of 23 iilclies; bi•eiZl;; iilto
pl•i5nls 1 inch to 2 inchcs wide and tlieiz into aiigular blocl:-s
. slo«-13- perme:lble subsoil ancl is siitiirated for short periocls to ~y_ incli ttiic~:; clay fitms co:~t t~~e nrisms ana an~ulal•
in spriilg. It holdS abOl1C 7 tO f I11CI1P_s of «-ater t1:Rt p1fl11tS >>1oct:s; neutral.
C:ill t1Se. It 13 @Rti-v t0 N1'Ol'k escept wlien S:itlil'afeCl. ROOtS 48 i:u GO iiiches yEllowish-bT0\`"II, firni henvy silt loam ; hreal:•
~lte i11to pricros l. to 2 inclies ~~-iQe and tlien iuto :~ngular t,locl:,
penefrate t.he lower 1~1i•ers mainl~- Rlongo• pecl faces. Y4 to ;,1 i,leh thicl,; neutrat.
fertiliky is medium. Sllt•fnce riinoft i: meclium, and t.he
ha.rard of erosion is moclera.te. 'rhe tesf;ure of the upper subsoil is si)t3T c1~13- o~• cla~-.
lYore tliaii 95 percent of t]Ze ncreane is culfii-:~ted: tlie '1111e11 as XO perceilt of some ai•ens coliSiSts o:~ ~.filiena, \,1ff,
rest ia fnrm «oodlot :.~\A~%heat is tlle cllief c.lsli rro~~. It Y ez ]'erce; or ].'~ilouse soil,.
~ern~e~lble. ZT hold~
la ~COivll lll T4t11t1011 ltll ~)@~la R11C1 a g1'@CIl-lllillllli'@ C1'pl) ~ Tliiszoil ia i~-ell dr.lined .ZUC1 S]0~~-1.•~- 1
or in 11e~1t-fa11o«- rot~ltion. Other ccol~s broii-n are peiis ~ or 10 inches of tir~.ter tll~ plant~ ccln u;e. Ir• i~ ~ricl:~•
~nd u~lrle<<; clorer or nlf.~lfa, fo~• h~1~- or ~~i'EClI 111~1nure; :~nd ~111d plclstic «-hen iret; coiitiecluentl~-, it c~ii l~a ctt?ti~-~r<<1
~;1't7~S ~O1'•:CCC~. 111~', Ol' 1~i1stt1TG. r~1l ~,!'P.1ll1 lUlCl ~1'ilti: C101~S ~~1~~" ~~'Lt~lill fL 1'~t~lel' 11R1'1'0~1' 1';11~' l~~ 11101Si11T'• COIICC'11T.
1''sl)Q11C1 t0 111C1'0~'e11. r~e~llll'1e31'C~].1C111C1 tO s11lf~L11'. ((.~i~11a21- ~~oo~ l~enet~'.ltlOll 1S ~"81'~- dee~~. lhe ~ei'~lllfl' nledi
uil~t~• ui1i~ I:ZXe-3 :~~-oocllnncl ~'TOlll~ 110~ 111 ~l 1'illl~~ 31tP,~ 5111'~'~ZCI? 1'L111Uff 1S 1'~11)lll; and tlte hazai'Cl 0f tlli'tllEl' el'~]??Oll
Freeman silt loam, 5 to 20 percent slopes, se~Teiely 1s se~•ei•e.
erocled (FaB3).-~.Io~.•e than 50 perceiit of tlie surf~ice layer t1iRn 9~ percen~ o~ the acre~~e is c~ilti~-,~ecl: the
of this soil has been remoN-ecl liy erosion. Fertilit~r i; me- 1•est is seecled to ~,lf.ilf~. or gr:1s~. ~Plieat is the cliief ci•c~p.
Clllllll to ]oir. SLlrf.lee i'lt]lOff 1S Tapid, ailcl t:he h;iz,lt•d of 4t""• ei•ops o-roR,i ai•e barley ancl clry fielcl pea=. =1I1
erosion is se~-ere. ~ls niuch 1s 1~~ l~ercent, o~f ,r~»~e arc~1~ ct-ops responcl to nitroben, SLllflll', and pllesphoriiS. i C,1-
coiisisfs of Lulerodecl Freein,zn soil~. pabilit~T lllllt I~%e-3; not in t1 ~l"OOClI~l11C1 ~roup or rc1n~•e zite)
The sn»1e crops are brown as on Freeman silt lo.lm, 5 to
20 percent slopes; but 3•ields are lower. (Cap.1b1I1t)' Lllllt Gal'Y150ri Series
IVe-b' ; Nvoodland group 5; noi; in a range site) , .
I'reeman silt loam, 20 to 30 percent siopes, severeIy j~lle CYarr~so~~ series is m:tde uZ~ of soine~~-liat exce~~i~-el~•
eroded (FaC3).-1.Iore tlian 50 perceilt of the surface 1ayer clraiiied; gravelly oi• ston3r soila th€tt formecl uitder gr,1izs
in glncirtil outwash mixecliil the upper ptirt witli i-olcailic
of this sail has been removecl Uy ei'OS1011. Stirf.ICB rtulaff Rsh. TI10SC SO115 :11'e Oll ll@R~1•13~ le~-el to moder~ltel~- sreep
1S Till~lCl, ~.ncl the eTOS1011 h~tzRrd IS S@~''10. Zncluclecl ]11
mapping werea, few1reas of Dea f Cl'1'flCeS. TI1C ~ilUlt111 PYeClplt~lt1011 15 ls to 22 inelies; .111C1
i•~ton soils. • ~O c1~~s.
Tho same crops are ~ro~r•n as on Freeman silt lc~t1111, 5 tllc So filsrost-offree the Glrr season 1S ison tLl~scOrllt ics 1~( are used for avarief~• of
to 20 perceilt slopes, but ~=ields are lower. (C~Zl~abilit~r cl•ops aiicl as far»~steacls aild sub~.u•b~1ii lots. ~
unit I~~e-3; ooclland ~roup 5; not in r~.n~e site) Garrison gravelly Ioam, 0 to 5 percent slopes (GgA;.-
1'his is the doinulant soil in tlic Spokane Valle~~ e~ist of
Fresh ~Vater Mal'Slt the cit3~ of Sl~ol:a,ne. llost slo~~es are bet~~-eeil 2and 5
Fresh irnter imarsh (Fm) consists of shallow, swampy pC1•cent. representRtive ln•ofile:
poncls and of fringyes ~rouncl lal~es t.hat liai'C R fIl1Ctt1~1t1T1~ 0 to ~.5 ineUes, t~laet., ve~•s friat,ie brzve»y ioalu; gr:inullr
structure; slightl~• .ycid.
wat,er level. Tlie ~egeGation coiisists of tiiles; 1•eecls, Z.]iCl 15 to 44 incUes, dark-Urown, fri:tble very bra~•ells loaiu; neutral.
1'llSl1eS. ~.I1eSe ~il'e:lS ~11'e Of I1ttlC i-nltie for ~1':171I1a~ }Jl.lt ~ to GO inChCS multieolored sand, gravel, z»d cobblestones.
. ' SPOI::1-NG COliNTT, WASHINGTO\= ]
The siirface color, irhen'moist, ran~es from i-et~~~ cl,ir~; the coLmi3~. llost slopes tlre uet~~-een 6;~nd 1:~ percc~n
bro~ril to bl;icl:. 'The textui•e of tl~e surface ]a~~er i~ gi~;i~-- Representati~-o l~rofile :
elly or A-er3l ~i•a%•eli~l IO~llll QL• silt lo~tm. 'i'he sub-oil ranyes
o to 13 inclies, btact:, A'er3 friable sitt loam;granutar stracturl
in color frojit darl: browzi to y~ellowish Uroivn. Clny ~ind neutral.
lijne h.m-e accumiilated oii flie bottoil7 ot tlie pebbles in t-lie 13 to 62 incties, dark-bro%,•n. firm loatu t>>at bre<<ks into pris,j
]ower subsoil. Tlie depth to fi,lle nra.vel sub.ri•tttLllll 1•annes x to 2 inches Avicle; sli~htly acict.
from 30 to 55 inches. _~s inuch :~s 10 Z~erce~it o~ ~ame ~,reas ''2 to ct.~r>>-~,ro~~-n, iri,~ble loaiii; sliglitts acict.
coiisisLs of I3oncr or Phoebe soils or of other Ga1•i•isoii sails. 7n places the surface 1a;yer is vei•y dark. browil. It is 7
Th]5 SOll 15 501110~CIlt E\C8`~1\-Cll' C~1t1111eC~ ~t11C1 ~115 ll]Otl- to 16 1i1eIles tliicl~. TIlE CCSitll'0 0f C11C s11~J$Oll 1'R11~eS f1'n]
eratel~- ra.pid ~~ec•lnea.bilit,~. It liolcl~ nbou~ ~ inche,s of 5ilt ]o~1in t-o light siltj, c1~1~• lozim. Ii ~.•0i1~ 3 to 35 perceiit ~
i~-atei' t•Il~l~t l~l~lllts caii use. It is eas~- to ork. Roots tho lo~~-er yubsoil is composed of arnvel and stones.
penetrtite to t1]0 11yCT of sancl, lerrave1. R11C1 cobblestones. 11llC11 a•a J 1)01'Cellt Of SO111C al'CaS CO11S1Sta of 13ernhil
The fertilitY 1S ll1CC111111. Surtace riuiort is sloiv; and fihc Dea.r.\.ton, or Larliin soils.
hararcl of erosioit is sli~ht~. '`liis soil is A~-ell clr<<iiip~l fl11C1 lllOf_lEl•ntel~~ pei•meable. .i
_~bout S0 percent of the acreage is cu]ti`-atecl; ihe re,t is llolds J to 11 incliea of waCer thsit p1.111t5 Ctul u:--,e. It
used for nrazino, and Rs f.irmstead; or sulnii•bRn lots. e.1s3T to vrorl:. l.oot penetr,ltioi1 is very deep. Tlie :fej
l;[ost of the aereacre is irricrated. Irrizzitecl ai•eas are tlsed tilitz- is higli. Surfaee rwloff is meclillin, ancl tlte 11azai-
I :Eoi• oi•charc1 fruits and berries; cabbzo•e, corn, cnnt;~loup; of ei'OS10I1 ]S 1110C.~G1•ate.
` C1lClllllbE1'3, C@lel'~ ~:il1Cl C(~L1RSIl; n-lieilC, 01bz. ~111C1 bR1•le.~-: 1~C►1'@ f'11~1n JO >>erceilt of tlie Zcl'Ca~C IS Clllf I~"~1fCCl ; i1:
~,lfalfrti for hn~-; ~LllCl ~raSs fo~' S6@Cl R11Cl'p.lSLlil'e. i7r~-land i'esr i; o~~r~zed. INThe~lt is rlie cliief crop. I:E is `~•oN,-il i
n.rea; are utiect 'for ivlieat, barley, 111C1 11.1t1~'e ~)1i11Cll~ras,. ~'o'tntioil with barley, oats, peas, leiitils, a1f.a1fa, or ~r:o=
There is no C11ffiClllfj- in the use of machinerv = but tlle =111 ~rass and ~raui crops respond to nitrogeii; .leyrlllll(
gra.~-e1 i~ hnrd on till~~e implenients. _lll crops except ~'eaPolld to sulfui•. (Capabilit.7 unit IIIe-?; Lo~~n~~ r.-~n.
ICo'L1111E5 respond to iiitroo_;en. Some crops respond to Site ; not in :t ivoodlantl cyroup )
sLilfLir, boi-oii; lild pliosphorus. (Cap.lbility unit IIIs-?; Glenrose silt loam, 0 to 5 percent slopes (GpA).-Tlli
Loam}T ran(,;e sife: not in awoocllancl ~roup) ~oil has ti surface ]a.~-er 2 io 4 inclies t.liicl:er than tliat,
cGarrison ;r1~~elly loam, 5 to 20 percent slopes (GgB).- Glei~roCe silt lonm, 5~to 20 percent slo~~es. Su~~f~7ce i-uilo
Tl~is soil h,~s su~'~.1ce lil~'ei' 3 f0 ~ 111C11@a ClllllllE'1' ~~l~lll r~l~~ 1S slO1ti', ~i11C1 111~' @~1'0~1011 ~1i17..11'Cl ls sI1~'llt. I~lcluded iii an;~I
of G~~rrison ~•ra~•ell~- lo~lin; 0 to 5 pei•ceiit :lol~ez. Runofl' piil~ ~~ere sin;111 areas of thli~r ~~licl De.1r~-ioil soils.
]S 111eC~111111, aI-id the ei'OslOll ll:l%i11C1 1S 1110(1e1'zif@. 'rlle Sallle GL'OpS a1'E v'1'Ow]1 :1S Olt C7'lElll~ose silt ]0ai1i:
This soil is used in mucli tlie ~c1me «-a~- as Cxai•ri-on fo 20 percent slopes; iil :~ddition, ~-e`~'tables nre ~,~TaNVI
cy2•,wellz- ]onm, 0 to a perceilt slopes. (C.1pabilitr u.lit (Ca.pability tllllt H@-2; Loamy railge alte; 110t lll a woo(
11 'e-3•.,I.oam~ ranve site: not in awoodlaiid aroitl~) 1~111d groul~)
Gari~ison very gra~7elly loam, 0 to S pe2•cent slopes Glenrose silt loam, 20 to 30 percent slopes (GpC).-Th i
. (GmB).-This soil has a tliuuler, nlore niai-ell~- surflce lat-er soil lias a, surface lR~~er 3 to 5 inclies tlYiiliier thaii thnt
~ than Garrison gr~1~-e113t loam, 0 to 5 perce~it slopes, .ii}cl Glenrose silt lo1m; 3 to 20 percent s]opes. Surface runa
~ llolcls less tlian 5 incliea of «ater that pl;lnfs catl use. The 1s raPicl, and the erosioll hazard is severe. About 5 percei.
o•ravel causes eatreme ive.lr oil tilla=p, inacllinet•y. As of some areas consists of Bernhill aiid Deari•toli szoila.
iuch as i percent of sonle areas consists of ofher G:irrison The same crops are ~ro~-n :~s oii Glenrose silt lo:1m, 5 i
soils. (Capabilit~~ uiiit I~~e-5; Sliallo~~~ ~•~l»`~e site; not 20 perceiit slopes; but inore of the acrea~e is i~i y~~•nss .1~~
iii 1~rooclli~~lcl ~rotip) ley~•nmes. (Ca.pabiliE3~ ilnif IIIe-?; X,onm~- rz1uVe sit(.
Garrison very stony loam, 0 to 20 percent slopes ilot, ill a woodlancl Lronp) y ~
(GnB' -''his soil holds less th:~n 5 inclies of i1 ~Zter thRt Glenrose silt loam, 30 to 55 percent slopes (GpD).-'1 hi
p1,-- c1n use, and it is too stonv to be cul'ti~-,ItecL _1.; soil lins ti sill•fnce l.lyer 3 fo 5 inclies tliiniler tllan that o
-•l~ch ~ls 15 percent of some arens consists of other C.lrrison C7lenrose silt 10~1111, 5 to 20 percent slopes. Surf.lce rw
soils, and aS 11111CI1 as 2percent is made up of granite o$' is rapid, and the erosion haza.rc1 is severe. _Lbouf
' otitcrops. percent of some areas consists of Bernhill or Dearvt-n
This soil is usecl for ~razin~. (C.Zp.~bilit3~ 11111G `~IS-2; soils. T11is soil is used onl~7 for ~vi'~17111g. (C~1p~11~i1ii
S~1R•110~ti' 1'2111~0 S1fC ; 110t lIl il, l~'OOC~I111C~ a''1'Otll~) tllllt Z8-~. OTtll E\l~OSlll'0 I'nll ~'E Slte y 110~". ]11 i1, W00(
ltl Il Cl g1'Otl p)
Glenrose Series Glenrose gravelly silt loam, 5 to 20 percent sIope
(GrB).-'.Cliis soil liolds froin 7 to (9 inches of -w.tfier tll;►
Tlie C7lenrose series consists of «-ell-dr.nined, mostl3= plants can use. Smtill arens of Beriihill ancl Dearyta
111EC11LlII1-fetfLlTeCl 50113. TlieCe soils fOTl1lQCl LlllCfel cr1'.lcs SO11$ 11'Ere iilcluded im ma.ppiiig.
and scRttez•ed piiie trees in glacial till iliiaed iil the upper This soil is used in mueli the saine way as Glenrose si
part with loess and i-o1c.1l1lC ASII. llRlly RTBRS R1e zraA-elly loain, 5 to 20 percent slopes, but -x-ields ni•e ]ess. (C.tip.i
or ston~T. ~'hese soils 1re ne~r1~J le~-el to ~~crj~ s~ee~~. The bilit~= unit I~%e~; Loanz~- range sife; not in a, ~roocc~n
t"1111111ci1 pi'eC1p1tRflOl1 ls abont 21 iiic.lie=. ailct tlie fi•ost-:fi•ee 11,1'01tP)
season is a.bout 135 clays. Glenrose gravelly silt loam, 20 to 55 percent slope•
Czlenrose soils are tlsed for cyr"tiin, pea~, lentils, ve(yetaules, (GrD).-This soil holcls 7 to J inches of Nvafer that p]ani
:l] t.l~f a' Rl1Cl g1'1SS, :lllCl fol' gPt17111g. C.lll IISC. Stl1f.lCC TlUlOff IS 1'tl.p1C1, Z11Cl tI1C el'OS1011 hil%,l I'
Glenrose silt loam, 5 to 20 percent slopes (GpB).-T1115 1s severe. Iilcluclecl lll ]llappinc, \\'el'C ATCaS of I3er11II1
~ ~ SO11 OCCLITS nll gl.leiafiecl upl.lncls in the e.lz:t-CClltl';11 pR1•t of Sllt IOa.lll, 30 t0 55 1)C1'C011t SlOl)0S.
• ' i
74 SOIL SURVEY TABLE G.-Ijrief descr•aption.s of soils ccad their
C1;1.4sificntion
Depth
\[ap Soil naruc Descript•ion of soil and sitc feocn
s~-mbol , surface
liSllA texture
Irt.
DsC Drc10110011 StOIlY S1It 10111], 0 to o"0 perceiit Similar to llr;i~oon silt loam, 0 to 30 percent
slopcs. slopes, escept th:~t the surf;~cc la,~~er is ston}•. • DsD llra'aT0011 5t011~' Slit lO:l.lll, 30 to 55 pcr-
cent slopcs.
~
DvD Dra~oon ~~ery= rock}• coniplez, 20 to 55 I~ragoon p:uf siniilar to llra.goon silt loam, 0 to
percent slopes. 30 percent slopes, except that depth to beci-
rock r:lnges from 10 to 20 inc}ics. R.OCk Ollt-
crop iiicluded in this coinplcx.
EkB ]rloik.1 silt loain, U to 20 pcrceut slopcs. Jtedium-texturecl, well-drnined soil formed from 0 to 24 Silt loani___________ -
glaci11 till cont.niniitg n large arnount of N•ol-
canic ;lsh in the surf,tice 1ayer; L111CICCIain by 24 to 44 Gravelly loain_______
gravel zt depth of 30 to GU inche:; occnpies 44 to 53 1`ei•y gravelly sandy
undulztin?, morainelikc topographr.
53 to 60 Grnvel-------------
EIC Eloika very stony silt lo:tm, 0 to 30 per- Similar to L•'loikasilt lonm, 0 to 20 percent slopes,
cent slopes. except• th:tt thev :tre very stoni- throubhottf.
EID l:loik:t very stonv silt lonm, 34 to .55
prrcent slopes.
Em l:mclent silt loam. 1[eclium-test-ured, SOt71CwI]at poorly elraiued, 0 to ?G Silt lonm_
aIkaline soil formed in alluvitiin from calcFir-
cous silt, volcanic ash, and dititonite; depth ?G to 41 l"ery fiiye sandv
to water table fluctuates from near thc surface lo1un.
. to about• G feet. 41 to GO Sandy clay loarn_
Fa B F1'CC111:111 silt loam, 5 to 20 pcrccnt Vci•y tlccp, modcrately Ni•cll drained tipland soils 0 to 22 Silt loil Ill_ ,
slopes. - wit•h mediinn-testured siirface layer aiid medi- _
Fa63 Frecinan silt loam, .5 to 20 perccnt um or moder:lielr finc textttrcci subsoil; formed ?2 to 7' Silty clay loam______
slopes, sc~'erc~l\t crocied. from silt ou rolliub to hill~- uplands.
FaC3 Frecm:iii -,ilt; lo;llll; 20 to 30 pcrcent
slop~s, scx-erel~T crodecL
Fm I71-es11 w:iier 111.11-ah. 5h.illow, s\V.l m pV, iutcrmitieut poncls and I_
frin~cs nrounc~ l.lkcs fihat h~l~•e a fluctuating water tablc. ]ingineering datti is iiot givcn,
:iS lf111C1 typC !a t00 \':11'1.1bIC.
GaC3 Garficld silt' y cL•iv lu:ini, 0 t0 30 ptrcent• N"ecv cieep, well-drained soil dcrcloped in loess 0 to 'R, Silty cl;ly loam______
slopec, seVcrelj• croded. on ritlgctops and knobs on thc rolliug to hilly S to 23 Silt}- cla~-___________
upland; in thc Palousc soil sre.~. 23 to GO Silt~~- c11v loam______
GgA CT;Zrriso» gravelly lo:Im, 0 to 5 percent CTrnvelly, medium-textured, socnewhat exces- 0 to 15 Cravellv lo:uni_______
slopca. sivcly dr.iincd soils foruicd in gcci~~cllr bl:ici,il 15 to 1~cr~• grax-ell~• loam_ _
GaB C;trriso» gi.ix•cll}- lovn, ~ to 20 pcrcc►~f, out~~-ash m.ltcrial from nvariety of .lcid, 44 to 60 Sancl, brnvel, .Zncl
~ slopcs. i-vueoiis parent rock; on nearly lcvel to mod- cobblestones.
cr.itel' • sloping teri:lccs; dcpth to mixturc of
sancl, gr.i~-el, c~nd cobblestones i•an'es froin
2!' to 5 fect. •
GmB Ci;irrison \•cr\• gravcllv lo.liu, 0 io S Siinil;ir to G:u•rison gravelly IORliI, except that 0 to 1.5 Very gr.tvelly lo:im
pci•cci►t slopes. the sinf;lce I,iyer is very pl';1~'Cll\'. IJ t0 44 Verv bravell~r lo.tm
44 to GO Sand, gravel, and ~
cobblest;ones.
Gn6 Ga►'rison vcry stonr loatir, 0 to 20 Simil,ir to Garcison gravellt- lo.tm, except t•hat
=WOOD pc1•ccnt slopcs. tlic surface lnver is ver}r stolly.
GpA Cleni•oac -silt loam, 0 to 5 percent slopes. Ver3- dcep, Il1Cd1111T1-tCStUI'C(I, well-clrained soils 0 to i? Silt loaiii
GpB Glcnrosc silt loa►u, 5 to 20perceutslopes. formed from acicl igneous glacial till; sucface
GnC Clenrosc sili, lozii,, 20 to 30 percent 1aycr inftucnced by loess aild volcauic asli; on
slopcs. gentl}• rollinr; to steep uplands.
GpD Clcnrosc silL loi1111, 30 to 55 pcrccnt
slopes. ~
SPOI.A\ E COLi\'TT, «'ASIIIN'GTON 75
est.i-rnated plc.ysical crncl ch,c-naical pro?)C7't28S-C011(,111tIEd
'Classific.ition-Continuccl Percctiiagc pas-ina sicvc-
~ :1vailablc
Ycrmcnbilii,v watei• P.eaction Dispersion Shrink-s«•cll
\o. 4 ~ \o. 10 \o. 200 capacity (1: 5 dilutiou) potcntial
L;nificcl _1AS1=i0 (4.7 illlil.) (ry.U Illftl.) (0.074
~ II]I71.~
i In. per hr. In. prr irt. oJsoil pIt
I ~
S
~
Yd ,
I
A-4 Si to 95 , SO to 95 GO to 70 0. S to 2. 5 0. 14- to 0. 20 G. 1 to G. 5 Low to mocl-
c r"q te.
~ j\C-------- :1-4------ i5 to S5 ;40 to SO 35 to 50 0. S to 5 0. 12 to 0. 14 G. 1 to 6. G -'Etigh------- LoAv-
~
:1-2------ - )0 to GO 20 to 54 .5 to 15 ' 5. 0 to' 10. U 0. 06 to 0. 09 6. 1 to 7. 3 1°Ti~h Loa-.
~(~Y________ :1-]------ to:35 10 to?0 0 to 5 lU 0. 0-~ to 0. OG
~ G. G to 7. 3 Ilig h------- Lou•.
~ ' ~ ' •
I `
:1-4 ______j 95 to 100 90 io 100 .90 to 95 0. S to 5~ 0. li to 0. 20 ~ to 9. 0 I-Iioh LoA~- to tnocl-
I crlte.
\[I--------- A-4------ 9.5 ru 100 : 90 -E0 100 GQ to 70 0. S to 2. 3~ 0. 17 to 0. 20 i. 4 to S. 4 lfoder:itc___ Low.
~ e_______ :1-ti------ ():i to 100 . 90 to9.5 85 to 90 0. to 0. S 0. li to 0. 20 G. G io 7. 3 Lo«-------- 1lodcrat.e.
( 1fT.-Gr~____ A-4------ 95 to 100 p JO to 100 80 to 90 0. 2 to 0. S 0. 17 to 0. 20 6. G to 7. 3 AIodci•atc___ Loxv io mocl.
~ c~•:~ Ec.
~ CI--------- A-G------ 9.5 to 100 ~ 90 to 100 SO to 90 C0. 05 ll. ]7 to 0. 20 G. G to i. :3 ~.o~~•_______ _lloricrate.
I ,
i ,
i ~
I M ~
~ . E
A-G------ S):► to 100 90 to 100 90 to 95 0. 2 to 0.8 ' 0. li to 0. 16 G. G to 7. 3 Low_\fodcrate.
('I I________ A-7------ '9.3 to 100 ~ 90 to 100 JO to 95 0. 05 to 0. 2 'U. 14 to 0. 17 G. G to 7. 3 Low _ High.
(:L________ :1-G------ ~ 95 to 100 '90 to 100 90 to 95 0. 2 to 5. 0. 17 to 0.20 G. G to r". 3 Lo«-_\Iodcrr►ic..
I
>\f-------- :1-4------ 65 to S-5 j 40 to S0 35 to .50 0. S to 5 0. l2 to Q 14 6. G io 7. 3 liodcratc J..ow.
~'1'[ ~-1------ to 3~ ' 10 to'l0 0 to ~ 5 ~{~10 . 0~ 0. 0-~ to 0. OG 6. G to i. ~ ~Iojcrlte Low-
~ . ,
~ ~ .
,
. ~ ~
~
GM L_______ A-2------ 30 to GU ' 20 to 50 5 to 15 3 to 5. 0 0. OS to 0. 10 6. 1 to G. G lloderate___ LoNr.
C;\L_____ A-2------ 45 to 65 ~ 30 to GO 5 to 15 2. .5 to 5. 0 0. OS to 0. 10 G. f to 7. 3 \Iodcratc___ Low.
UP________ A-1------ 25 to 3.3 i 10 to 20 0 to 5 >10 0. 04 to 0. OG G. G to i. 3 1-li;h------- Low.
I
(
r- \IItCL____ A-9______ SO to 95 75 to 93 GO to 85 0. S to 2. 5 0. li to 0.20 G. 1 to 7. 3 lloderatc__ Low to
~ modcrate-
:
i
i
92 SUM SliRVEY
'hmir,a~ i.--~~ra~cr~~r~e~u,t~ao,~ c~~ r~-~~r~~.•r~•ec~iF~rl
~SLtitability zs sotzrce ~f- Sail fetitnres affect,atz~- 'i .
i
II I
S~il ~criax• f.~y pe, " laarial pvnds
:111cl mai7 synll)vls
'f opwoi! I S:tlicl' crav4i ~ T"Cad fi11 Higlt}i:v lacatioii l'oikes or le3-Qes
g i Rcs~~~~•oir t~re~
a
~i•.i~oon (arC, IC ood to \o't siiit- ~TOt stut- I'air io I l~~o~?ee•ntc t•o x~~,i•;- Iri~~El Lo{s- stahilit3-; linclc~•a~ta to
DsG, dsD, poar, -ible. -ible. g00d. SLiSce?7Wh11iCy id seItl1peI`vYalt$ Y4 rnodcrntcly
DvD}. frost aci:zoil; 2»od- iinpcrriuolv rapzcl ,Fae,a•me-
et•<<te to macEcrntch- whell com- ability. '
rapid pcrmetqhility > jzqexed; ]aw to
1C1w to 177QC3E;;i'1itc 11100cj`a[e
i sllrink-:.i}-elt G1~~•ii~h-~trell
~ ])0t u 170:71. ' t7U~!?EtE1:~~.
' s I 1~I i-~r.tf io hi ~7i =~,_E - ' L ~fn}}ili-~-• ' ~Ioder;~tetoti'er~`
.
E1oilL:t {E~SB, EIC, ~ +:►ir`----- \ot uit- Su~i~a~~le ~.t Good_____oc~ c ~ o~t- . ~ f
E!a}. abie. tlc- pth ' ecji'tibilict- to fra;t scutii7;rilvioi~= 'rn rapid perinc-
-reater aetion, moc'ca•.ttc: to iitilpci•vicnt= abillti,.
tliaiii GO I vCi'v 1':1plf] j7i~1'1t1C- Mlhl1 COmpact- 1
, inches. ~ ab~llt}-; loiv zv njoc?- ~ ec3; lotii• rta
erxtc vllt~ir71:-~}t•a~ll ~i~~~i~5 ~k~i•iii~:- -
I
!
i i
I I
silt• laAM ~NoL suffft- ~ot sui#,a- Poar_ ~'_er~- hE::~a zw3ce1alibi1- Low :rabl~iiy; i3n- Mnder, t.e io
bie, ble. ity to irozt action; perviou~i v.moderZtcly
nlocicz•.tit,e to 17i0c?- co2i1pactrd: low zloir Y~erme-
erate1,- :1ow 1)C1'me- t011#od[2':tiC abilitv.
I 'xbilitvF iL)il' 'CO 171i7{?- 4~12'llli-3~►"[~1
et•alte slxr•iiyk-wircll patcntin1.
170tf?ilfl:kl ; S:lf l12'RfGd ' .
1i11t'jIIteE':1T1{i ~jJ2'lll'.
i F i Y T fi
~'reenian ~FaB, F:~ir to ~at sllita- ~c~ stitta- Fcc~i"----- ~IOC~LIatC to ~'~'i'~' i7]gl1 l~oc~c~~~zrc:ta}}il- ~4loc~era,tel~• ..1 Q 11 7
FaB3, FaG3). poor. ble. hle. ;ll4cej3tibility to ity; imp ersiat2v to verz- s1ait-
ft•ovt actiot7l wheFt con:1mct- parmonWliTya -
11110v wlow to ver%• ecl: loll- to ii7ocl-
I ' clou~ pL2•iiieabilif.-; rvr:ite ~k_i•iil~c-
I 1u~~- 'to livac1er,itr~~ : x,•f_11 p070tiria1;
j stln•ink-sm•~.'ll pnici:- ci-;zck w1»n
~ till; : ati.ar:tt[Cl iir [irs-_
i Spf•it;g.
Garfeld (GaC3) Fabr to ~at stlita- Not suita- ~ 1]aor----- 72\10ziert►te to }7igFl 1-10dez•Me sia}arl- '.Moderat•e to
good. ble. ble. ; wuwccpt,ibalitv to frost it.v; iinper•viaus 4law perrne-
, :Ictioti; nno[lcr•.atC to wlicil compactn abili'ty,
:14li- pcvzncal,)ilat~-; f7~vd~.r~tc t4
1514C~L1'~Ite ~ip ~ilatl ~71~?J7 ~t~r~z7k-
s1hrink-s;k•ell pcrten- 5N}•e11 poten#-i:11.
_ t i,il.
.
Garrison (GgA, rair_ Itirat suit- Goad belo;v ]Cxcelient-_ Sligtic to 110 stv-3eepti- _.Nlacieea#;c stabil- -Moderate I,o
GgB, GmB, ablc. stirface bilit,y to fi•ost sxctioli; ity; pei•viotis s-ery rapicl
G n B) . layer. IYioclel•a#;4 to vcb•v iti'lYCZi coriz- permcakaility.
2•ap3 d pct'rrr ea bi 1 itY; pacLed ; lo w «
to;i- slrink-swell shz•ink-sivell
. pat•cntial. patciiiial. I
See gootnote at and of table.
.
.
srorANr coUNTY, «-AsHINGTOr 93
prn1,c,•1ic.: oj soils-Cuutinuccl
; Soil fc.if.ttres 1fi'r.ctin,-.,,,-Coiitinuc:rl
F;trt,i ponds-
Continiiecl :lgricultural 1'erraces ancl Sewage di;po•al
cirailia-e Iri'1-:111011 dix-ersions Watci•wai-s fit;lds Ti•aAicabilii%•
T:.illbRil}:I1lCIlt
\"erv low sl7e:u• Moclerate to lIoderate in- 1.0w re:i;r.ance Low re5ist.,mce to \(oclernte to Verv low shear
slrrm,tii; scrni- modcratelv t;ikc rate; to ec'OS1011: el'051011: Il1qC1- 1110CIC1':lfel~' S11'Cllatll; lON
OC,I•~'lnilS ~'O 1111- Pil[)1C~ ])CCIl1C- I110C~Cri1tC l11QC1CC;1fC t0 CP:~CC ~C;It('1'- I'.lp1d pCl'111C- j0:1d-C:11'f\'lila
1wrvion-s whcn :L:)IIlI\'. w;1LG'-IlOldllla moclcrarclv holdin- capac- :ibilitv: mcd- c;apuit\•;
ci,~►1~,:ZCtc~d: me- c:ipacitr. rapicl pei•me- itV: Vt"Iet,ition ei:t[e ko n_or!- mocl('rate to
dium C~)Ill~~l'l'~~- nbility. ~iift7c~ilt to erately rapicl nloclc;rttcir
ibili;r: luw e:i,Zl;li;h Cxcept ivater-holdin~ rapicl Ilernie-
on Jar:lg00►1 c:lp.tcit,,% ability.
silt loltn.
T,ow shc:ir cC•rength; lloderate to _lloderate to ' 1[ocle..lte i•esist- liodcratc resist_ 'Moderate to L0w stictr
s ~~n~ipr•r~-ious to ver\• rapitl moder.~tel~• a~nce to ero- ance to erosion; ~•er~- rapicl strenoti~; tnod-
. impcrvioiis whcn perme;Zbility. rnpicl int:Zkc sion; mucler- modcr.itc Nvatcr- pcrmeubili'ty; ei:ntc to high
c01111mrlcd; slight rate; moder- ate to very holclin- c.i- modcr;lic lo.id-c.ll'1'lll~
' cu~n~~r~•: =il~ilit~-; ~lte ~~'ater- rn~~id I~erme- pacit~'; ~~caeil- ~~~atcr-holclin~ cap:icit~-; mod-
lo~~' ~t:i~~ilit~\-. holclin' c:L- abilit~'. tion clifficttlt to C:~p:lcit~•, cr.tilc t0 vcrt-
pacity. e~tablish cxccpt r;apicl pcrmc-
oii ]:loil:n ;ili nbilitv.
loam. ~
Vc.rY 1ow Aic:u• llodcr:lte to 'AIodcr.itc to _liodei•:ice i•csist- 1[oderate resist- 1Iodcratc to \"erv low sliclr
stren~,tii; i►npcr- modcr:titely inoclertltely ance to ero- ancc to erosion; mocieratcl~- sGrenath; niotl-
~•iu~.~; N~-lien colil- slo«- perme- slo~~' intake sion; ~nodcr- ~~er~- higli «-r►te~•- slo«- perine- ei~ttc to loti~~
~rncl'c~d; nioder~lte al~ilit.•; s~.tu- r:~te; ~~er~' ate tC moder- holding ca1~sc- ~.I,ilit~-; x•cr1- load-carr~•ing
, 11) ~llg}1 COIII[~1'Css- T:iteCl.lll ~1'lll- Il]'h ~cater- atel~• ;lo~c it~'; except fur high \~•~tter-ltolcl- e.►pcieitr; mod-
il~i!it~~-, modcr:ltc ter and holdin- cn- pcrmenbilih•. salt:-tolcr:lnt in,~ capnciL'~•; cc:ttc to iuod-
si:lbilitv; cr:ic!:s S~~l'111". p1Ci$~'. S])GCies, ~•cwet~1- situr:lted ill cratr.lr slo\\•
~ ~rh~n clr~•. ~ tion difiicult to wiuter anrl periuc;ibilitv..
establish. spring.
t
Vr•rX• low sltear \IoClcratclY 1loderatelN- lloder:l'te re~ist- ~IoClCrnte resist~- _ltoder:i'tel~, ~'crt' 10~~' shear
;i i~•n;_•t h; impcr- ~lo~c to t'err slo~r to s1oR' ance t4 Cro- ance to erosion; slo«' to ~•er~- strCngth; mod-
~-ioll< n•hr_n coin- sloNA' ~~eriue- intlke r1te; :ion: modcr- ~•er~• lugh ~rater- :10~1' ~)e!'Il1C- " cr:ltie loacl-
1r1 rt rd: mediwn ,lbilitv; satl.i- verv l1i~h 1r~~1~- slo~~ to holdiLig capc~c - .~bilit~•• ~•cr~• cZrr~•ing ca-
~•r~inl)r~~;-il~ilit~-; r;lt.cd~ ic1 ~~-nter-holclin`* ver}- slo«• per- itv; vegetaticiil liinl~ ~ a[ei•- p:icity; mod-
iuacler.lte st.tbil- .9pring. cap.1C1(x'. Ill~;ibilit~'. fclii•h• ci~sv to liolcling ca- crzItch• slow to
i~ ~i,il; cr.icl: ~ c~,tablish. plcitV, S:ltu - vci•r slow
whrn dr.v. r;ltecl in permeshilit~-.
5I)1'inyr. -
\"ci•v low sOiGac 1l'[oderate to Slo~~' ii~fiake lloclcr;~tc rcsisG- \Ioclcrafic rrsist- lrodci•:►re to ~'ci•~• lu~~ shear
strenrth; impcr- slow perme- rite; very ance to ero- ance to crosion; slow pernic- strciigth; Inocl-
; viott.-~ wlieii eoln- abilitv, liit'li «-ater- sioli; inocler- verv 1lig11 ability; very er:tte lo.lci-
jmCICfI: Il1CClllllll to ~ t]OICIIIl- ca- atc to s1oR- water-holding Ill'h ~\-.1tCT- C1PP\'I!1g C:l-
I 11i"li camprcs-sibil- p:tcit\-. pcrincabili't-y-. cap:lcit\•; holrlilig ca- pacity;inod-
~ ir, N•; moclrrate vetetaiion p;lc ity. cratc to slow
' stability; soil fairly c2sy to pcrmcibility.
cr:ick; ~ti-}icn di•v. e5tablish.
] 1 i:;li shear strengfh; _lIodcrate to R:tpid int:tke lIoclerate resisC- l'[odcr;titc resist- 1[oder.iLC {;O TZigh shc:ir
pcrvious when ver3- r:tpid r-ite; uioder- ance to ero- ance to erosion; vcry r:Zpid strength; lugh
comp;iciecl; slight pei•meability. ate to lo«' cion; iuoder- moder.lte to loAv 1)CTIIlC:ibility; loacl-c.1i•ryinb
~ compressibilit3-; -wsteT-holding ate to verv water-liolcling moclei•ate to capacity;
° modcrztc sta- c:lpacity. rapid pcr,ue- capacity; vegc- luw wnter- moderate to
bilitv. ability. tation clifiicult holcling ca- vcrv rapid
to establish on pacity. permeability.
a vci•v ston}~ lu:tiiu,
~ {i11PI~' CILSV OIl
other soils.
~
.
HYDORLOGY
~ f PP
~
M ~ j ~ •
t7hl7GpM DR~ ~~r - ~ , 'y `
'~y ~ f
~'°~`w' ~ IT'{ ,r ' ~4 ~ , ~
, ~ ' .
. , -
io~ u? i~r PP c~s~"~"4 i , ~ ; , ,
~ . `
~ ~
. P
• ,
i i ~ ~
.
1 ~ ,
1 ~ ~
1 ' ti
~ ~ ~f' .
r''
l'r R~ .f ~r p •
~ pp .
- 4~ aR•~ ~ ~ ~~s~ • ~
S~ ~ FT ~ a ~ fl~fl _ ~~~5 ~a, _ 19 ~
pZ 10N .r~' ~ E1.~'~ ~,F ~
~ , ~
' I ~
, , ~
i ~ 1'
~
~ l i- ~ '
i k ~ ~ ~I ' / ~ ~
~ ~ r ~
~
' ~ ADitl'i 1) .e
~fl ~p,g~pllND • tus~
~ ~
~ ~
i
, BCM STR ING hJ1E THOD (TEN YEAR STOR M DES IGN) PRO,lE OT: BO( GE CAG.
DETENTI ON BASI N aES IGN gASI N: i
REVIEWER: KJ1G
NUMB ER OF DRYWE LLS P ROPOSE D ✓ DATE : 09- Sep-93
0 Si ngle (type A) 1 Double (type B )
Tatal Anea (caic.) (see H 1) - 1.03
~ Ti me af Conc. (c,~ic.) (see -H 1) 5.00
' Camposite 'C" (caIc-) (see H 1) 0.81
Ti me af Canc. ( mi n) 5.'a'd 019 R • q
Area (A,c res) 1.03 C' Facbo r 0.81 . 0`-1 AC c•
Im pervious Area (scl. ft.) 34625'-*,
Valu me R corir(ecl 144!5✓
0 Urtflavr (cfs) . 1 /
Area * C' Fa,ctor 0. 83',/
r-
#2 #4 #7
Ti nie Ti niQ I rTbe nsit/ 0 clev. V in V o ut Storau~e
I nc. I nc.
(nti in.) (sec. ) (i n.lh r. ) (c#s) (cu. ft. ) (cu. ft. ) (cu. ft. )
(Ouff. *#2) (#5 -#6)
_ S.OD ===340.40 3.18 2.657___ 1067 300.OD 767
5 300 3.18 2.65 1067 300 767 -
10 600 2.24 1.87 1312 600 712
is 900 1.77 1.48 1480 900 590
20 1200 1. 45 1.21 1575 12aa 375
25 1500 1.21 1.01 1617 1500 117
30 1 9DO 1.04 0.87 1660 1 9DO - 150
35 2 100 0.91 0.76 1672 2 100 - 42S
44 2400 0.82 0. 8B 1712 2404 - 8BS
45 2700 0.74 0.62 1730 270{} -970
3000 0.68 0.57 1760 34DO -1244
55 3300 0.64 0.53 1817 33DO - 1453
60 3600 0.61 0.51 1884 36aO -1716
65 3900 0.60 0.50 2003 3900 - 139T
70 4200 0.58 0.48 2082 4204 - ?1 18
75 45Dt} 0.56 0.47 2150 4500 - 2354
80 49D4 0.53 0.44 2168 48aO - 2632
85 5104 0.52 0.43 2257 5100 - 2843 90 5400 0.50 0.42 2295 5400 - ~105
95 5700 0.49 0.41 2372 5700 - 3326
100 6000 0.48 0.40 2444 6000 - 3556
DRAINAGE POND CALCU IATIONS
Peclu irecl 9 nssy swale pon cl stomT vol u nie ,
= I mpenrious Arvx x.5 i 0 12 i nJft. _ 1443 cu. ft.
- ~
G rassy sumle lioncl ti+alu nie pronriciec( _ 1445 cu. ft. 77C0-7
~
.
t
ORY111IE LL R EQLJI RE MENT S- 10 YEAR DES IGN STOR M
W)am u m storRge reci ui teci Iy Bavrstrin 9 _ 767 cu. ft.
hJu mber a ncl type af D rykerel Is Reclu irecl = Si ngle
1 Couhle
BCWSTR I NG ME THOD (TEN YEAR STOR M aES IGN) PROJE CT: BOI SE GAS.
DETENTI QN BAS1 N DES IGN BASI N: 2
REVIEWER : KMG
NUMB ER OF aRWE LLS P ROPOSE a V/ DATE : 09- Sep--93
0 Si ngle (tylae A) 1 Double (type B)
Torhl Area (calc.) (see H 1) 1.25
Ti nie af Conc. (calc.) (see H1) 5.00
Camposite'~C" (calc.) (see H 1) 0.74
Ti ntie o~f Conc. (mi n) 5. OD o SZ"
Ar~ (Ac res) 1. ~5 C . 9 _4
C' Fac-bo r ~ . ~O Ac ~ . 5
Ini pervious Area (stl. ft.) 3r:~,~ - 32 eZ, ~ 0 .'1 S
1Volu me P ronricbcl 1 ~60
✓
a utflonnr (c~fs) ~
Arm* C' Factar D• q q
#1 #2 #3 #4 #5 #6 #7
Ti nie Ti nie I rrbe nsity a clev. V in V 4 ut Storace
I nc. I nc.
(m in.) (sec. ) (i n.jh r. ) (c#s) (cu. ft. ) (cu. ft. ) (cu. ft- )
(#1 AM) (A I'+C *#3) (Outf. *#'e_)) (#5 -#6)
5.00 300.00 3.18 -4-102 3 aa. CXa $82
3 -~5 ,gto to
5 300 3.1$ 3 ,~5 J182n, 300 qlCo~02--
10 600 2.24 2-&~ ~ .,J~ 600 $55
15 900 1.77 1.64 1641 900 741
20 12+00 1.45 1.34 1746 1204 546
25 15+00 1.21 1.12 1793 1540 293
30 1904 1.04 0.96 1830 1900 30
35 2100 0.91 0.84 1854 2100 - 246
40 2440 0.82 0.76 1898 2440 - 502
45 2700 0.74 0. 6B 1918 2700 -782
50 3000 0.68 0.63 1951 30DO -1049
55 3300 0.64 0.59 2014 3300 - 1286
60 3000 0.61 0.56 2~9 3600 -1511
65 3900 0.60 0.56 2221 3900 - 1679
70 4200 0.50 0.54 2308 42+00 - 1892
75 4500 0.56 0. 52 2384 4500 - 2116
84 4904 0.53 0.49 2403 4900 - 397
85 5 100 0.52 0.48 2542 5 100 - 2598
90 5404 0.50 0.46 2545 5400 28!55
95 5704 0.49 0. 45 2630 5700 -
100 60DO 0.48 0.44 2709 60}O - 3291
DRAINAGE POND CALCU L.ATICjNS
Reclu irecl 9 rassy svvale pan cI storaT -vol u me
= I mpenrious Area x.5 i n.1 12 i nJft. = 1358 cu. ft.
G rRSsy sumle poncl volu me provicied = 1360 c u. ft' ~(o(o
_f •
•
DRIFVVE LL Fi EQUI RE MENT S-- 10 YEAR DES IGN STOR M
Modni u ni storage recl ui recl Iy Baostrin 9 = 882 cu. ft.
Nu niber a ntl type af a npAnel Is Reclu irecl = 0 Si ngle
1 D4uble
QO+WSTR I h1G ME THOD (TEN YEAR STOR M aES IGhJ) PROJE CT: BOI SE CAS.
DETENTI ON BASI N aES IGhJ gASI N: 3
REV1EWER: KMG
fWUMg ER OF DRYWE l1S P ROPOSE D ~ DATE : 09- Sep-93
0 Si ngle (iype A) 1 DaubIQ (type B)
ToUtl Arva (caic.) f,see H 1) 1.57
Ti nie af Canc. (c.alc.) (see H1) 5.00
Camposite "C" (r,alc.) (see H 1) 0.79
✓
Ti n7e orf Canc. (mi n) 5.00
Area (A,cres) 7.57 I.iy R~ Q .9
0' FRCbar 0.79 y3
Int penrious Area (scl. ft.) 4 ~
~lolu rrie P ronriclecl 24~ ~
0 utflaw (cfs) I
Area * C' Fador 1.24
#1 #2 #3 #4 #5 #6 #7
Ti nie Ti nie I rtbe nsit/ a cienr. V in V o ut SiarFUC~e
! nc. I nc.
(m in (sec. ) (i n.lh r. ) (c,#s) (cu. ft. ) (cu. ft. ) (cu. ft. X
(#1 ~'8~) (AIC (Outf. *#2) (#15 -#6)
5.00 300.00 3.18 3.94 1586 30D. 40 12B6
5 300 3.18 3.94 1586 340 12B6
10 600 2.24 2.78 1960 600 ~;W1~'a0
15 94D 1.77 2. 2+D 2200 13DO
20 1200 1. 45 1.90 2342 12(}O 1142
25 1500 1.21 1.50 2404 1500 904
30 1900 1.04 1.29 2453 1900 653
35 2100 0.91 1.13 2455 2 144 386
40 2440 0.82 1.02 2545 2400 145
45 2700 0.74 0.92 2572 2700 - 125
5(} 3000 0.68 0.94 2616 30DO - ;3B4
55 3300 0.64 0.79 2700 3:304 -600
60 3800 0.61 0.76 28a 1 3600 - 799
65 39~00 0.60 0.74 2978 3900 - 922
70 4200 0.58 0.72 3095 42+00 - 11 C6
75 4500 0.56 0.69 3196 4500 -1304
80 4800 0.53 0.66 3222 4900 - 1578
85 5 100 0.52 0.64 3355 5 104 - 1745
90 5400 0.50 0.62 3412 5400 - 19SB
95 5700 0.49 0.61 3526 5700 - 2174
100 6000 0.48 0.60 3633 6040 - 2367
DRAINAGE POhJD CALt;U L.ATIONS
Reclu irecl g rassy srrale pon cl stomge vol u me -
= I mpenrious Area x.5 i 0 12 i n,~ft- _ < 2Qr~-et.
GrRssy svmle poncl trolu nie pronriclecl = f~u . ft.
1 ~t 95
I~q~ 71350
• ,
DRYUVE LL R EClUI RE MENT S-1QYEAFi DES IGN STOR M
f*t)am u ni storRge reci ui recl Iy Bonnrstrin g= 1350 cu. ft.
Nu mber a ncl fiylie oxf D rywel Is Reclu irecl = 0 Si ngle
1 Double
OH-IRM- 2/15J8$
LxS Department ❑f Agriculture
Sg,il Conservation Service
DESIGN WORKSHEET
for
Circular Section
prepared fpr
C-" As C--'w AID IE:
i rY
S~OKANE COUNTYr VJASHINGTON
Designer : Checker
Date : 08/10/93 Date
Slnpe = 0,0150 ft/ft Hydr Radius = 0.15
' n' v-alue =0. 010 Area = 0,19 sq. ft.
Capacitg = 0.96 cfs
Velocity = 5,1 fgs
Diameter = 6 in.
Depth of f low _ 5.5 in.
OH-IRM- 2/15/88
US Department of Agriculture
Soil Conservation Service
DESIGN WORKSHEET
for
Circular Section
prepared for.
S O 2 S E CA S CAD E
in
SPOKANE COUNTY, WASHINGTON
Designer : Checker
Date : 08/10/93 Date
Slope = 0.0100 ft/ft Hydr Radius = 0.19
'n' value = 0.010 Area = 0.34 sq.ft.
Capacity = 1.69 cfs
Velocity = 5.0 fps
Diameter = 8 in.
Depth of flow = 7.5 in.
MISCELLANEOUS
n 6130• 1 1990 AURORA I'UMP. MOH TH AUIl01iA, II.LIN015
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Pump Characteristics
Pump/Motor Unit ~ Submenible
Manual Model (SO) I MH1 I MH2 I MH6 I MH4 I MHS W 48
Aulomatic Models I AH1 ~ AH2 o
1 HP
Horsepower 1 1 /2 W
Full load Amps 1 15.0 ~ 1.5 1 4.0 ( 1.8 ~ 1.5 =
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Motor Type I Capacifor Start ~ Three-Phose g 32
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R.P.M. I 3450 Z ~
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Phose 9 1 1 ~ 3 ° .
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Voltage 1 115 1 230 1200 1 460 1 SIS 1/2 HP Manual ModeJ (100) 1 MH2 I MH6 I MH3 I MH4 1 MHS o 16
Automoiic Models I AH2 ~ - , - ~ - ~ -
~ Horsepower , 1
Fup load Amps 1 9.5 1 4.5 ( 4.0 ~ 2.5 , 1.5 o
Motor Type I Cap. ~ Three•Phose 0 24 48 72 ss 120 144
R.P.M. + 3450 CAPACITY•U.S. G.P.M.
+ Phase 0 i 13 ~ Voltage 1 230 ~ 200 i 230 1 460 i 515 Totol Head (feet) 10 20 30 40 54 60
' Hertz 1 60 GPM 1/2 NP 105 77 50 23 0 -
~ Operotion I Intamittent
Temperature 140°F Ambient 1 HP 137 124 96 67 31 0
NEMA Desiqn B
Insulation I Clcss B Dimensional Data Discharge Size ! 2" NPT (3" opt.) ,
Solids Hundlinq 1 3/4- a-ila 7.7/$ ap dimensians in inches
Unit Weight 1 13 (bs. 5•7,8 p. (cmponeN dimensions mc f
Power Cord: SPDSOH 14/3, S1TW-Q, lo, IiSV= 10'std. (20' + " . \ 2 NPT vary =1/S in(h
oPt.}-14/4, STW-A, 10, ) ) SY 0' sid. (TO' opt.)-16/3, STYV-A, 10, 3. Not for construdian Qurposes
230V - 20' std.-16/4, STYV-A, 1 o, a-518 „
130V = 20' std. SPD100H 16/3,
STW-A, 10, 230V = 20' std.-16/4, STW-q,10, 230V = 20' unless certiiied . ts ere
std.-18/5, ST1N-A, 30, 200V, 230V, 460Y or 515V = 20' std. ! r` 4• d'vnensians and weigh
I apyroximate
4' 1m ( 1 3. We tesene tEte righl to make
rerisions ta our produds aad Materials of Construetion tht'uspepficofionsvriinout
Nondle I Stee1 18 ~ , nafice
IS, ~ NOiE: Model SP0I00AN2 uhlizes
lubricating Oil I Dielectric Oi1 wide-ongle piggybock
Motor Housing ~ (ast tron ~ float skitch for
~i ~ ^ cutomotit operatian.
Sea) Nousing I (ast Iron
Pump Casing I (ast Iron '
Shafi ) Stainless Stee)
Methanical Seal faces: tetbon/Ceramic -
Shoft Sea! Sec1 Body: Brass ~~-3~a
SPrin9: Stainless Steel
_ BeAows: Bunc-N 1 4-7/8 ~ 12-7/8 -
Impeller ~ (ast Iroa
Upper 8earing ~ Singk 8ow BaU Bearing I i
tower Bearing ~ Single Row Ba11 Bearing ~ 6 " ¢
Base (ast (ron 3-15116 ~
Fasteners Stcintess Stee) ~ ?
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AURORA/NYDROMATIC Pumps, Inc. U
1840 Baney Road, Ashland, Ohio 44805 Q
(419) 289-3042 ~
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