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o 'urs & Mailing Address: P.O. Box 476 Tenino WA 98589
o epts Physical Address: 4405 - 7th Ave. S.E. Suite 300 Lacey, WA
_~ngineering Phone Number: 360-438-0301
E-Mail: Bill@CandCen ineerin .com
May 5, 2003
To: The City of Yelm
PO Box 479
Yelm, WA 98597
360-458-3224
From: Bill Turner, P.E.
PO Box 476
Tenino, WA. 98589
RE: Lee Orchard -Motorcycle Sales/Service/Espresso
Dear City Planning,
Listed below are the your requests, as delineate in the Design Guidelines followed by our
response:
LA.(2) Relate development of street fronts (other than pedestrian-oriented streets).
The existing building is set back from Yelm Highway. Two new structures are
proposed and will be attached to the existing building on the ends. There will be no
parking in the front of the buildings. All parking will be in the back. The front will
be open landscaped in order to frame views of the building and display areas.
LB.(1) Minimize visibility and impacts of service areas.
All service areas will be kept away from neighboring property as much as possible,
and will be screened with landscaping and shall not be visible from outside the
enclosure.
LD.(1) Reduce impact of service areas and mechanical equipment.
All trash dumpsters and storage yards will be in the back portion of the lot and
screened with landscaping or six foot wall or fence.
I.E.(1) Integrate biofiltration swales and ponds into the overall site design.
A grass Swale of treatment has been designed within the landscaped area along the
west side of the lot. A retention basin with filter strip has been designed on the back
of the lot to treat and detain stormwater coming from the parking area.
~fC=.
II.B.(3) Provide pathways through parking lots.
A sidewalk has been provided at the entrance way to the building. The parking area
is less than 150-feet, as measured parallel to the street front, and less than 75-feet
deep, as measured perpendicular from the street front, which indicates from the
Design Guideline Manual that no pathways are required in the parking area.
ILE.(1)Enhance building entry access.
There will be a bench next to the front door of building with adjacent window
displays on each side of the entry way.
III.B.(1) Minimize driveway impacts.
This parcel has approximately 275-feet of frontage along Yelm Highway, which
permits three driveways as indicated in the Design Guideline Manual. One thirty-
foot driveway is proposed for the Espresso stand and Motorcycle Shop parking area.
IILG(2) Meet requirements for parking lot design detail standards.
The parking lot is designed with one handicap stall and six standard parking stalls as
required.
IV.A.(1) Incorporate human-scale building elements.
A small awning will be installed over the front entry way and windows will be less
than 32-feet per pane and separated by 6-inch molding.
IV.D.(1) Enhance building with appropriate details.
Lighting on front will be shaded as not to glare toward the street. See landscape
design for additional information.
IV.E.(2) Use compatible building materials. (see building material summary matrix,
pg 53)
The existing building will remain the same as far as exterior materials. The two new
additions will be lap siding or strand board. The roof will be asphalt shingles.
N.F.(1) Treat blank walls that are visible from the street parking or adjacent lot.
There will be no blank walls toward the street or west property line. Back property
line has existing natural landscaping.
IV.G.(1) Locate and/or screen roof-mounted mechanical equipment so as not to be
visible from the street or from the ground-level of adjacent properties.
No air conditioning units or forced air heating systems will be placed on the roof.
fit.
IV.G.(2) Where practical, locate and/or screen utility meters, electrical conduit and
other service and utilities apparatus so as not to be visible from the street.
All utility boxes and meters will be incorporated into landscaping.
V.G.(1) Develop a site landscape design concept.
A conceptual landscape design has been created.
V.H.(2) Protect and enhance natural features.
Leave the existing landscaping along east side property line natural along with
retaining the existing Douglas fir trees.
V.L(1) Screen all parking lots as required by Chapter 17.80, Landscaping.
The back or east property line has existing landscaping and the west line will be
landscaped to screen the proposed new parking area.
V.L(3) Provide internal parking lot landscaping.
Landscaping will be provided around the building, property lines and behind the
parking area.
V.J.(1) Consider alternative building and parking siting strategies to preserve
existing trees.
All construction has been designed to avoid impacts to the existing trees.
This completes the Design Guidelines Project Review Checklist as identified by the City of
Yelm. If you have any questions or need more information, please call me at (360) 438-
0301.
Respectfully,
~~~ ~~~~
Bill Turner, P.E.
Principal Engineer,
Contours & Concepts Engineering, LLC.
cc: file
Lee Orchard
`4=.
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YELM
WASHINGTON
CITY OF YELM
PO Box 479
Yelm WA 98597
360-458-3244
APPLICATION FOR
Site Plan Review
OFFICIAL USE ONLY
Fee_ S `r~ ( ~
,.
Date Received ~~ :- ~-~ - ~ .
,,N_r
By _~ -~,°z~_~~
File No ~ p' l~, -c~ ; ~ s' ~ ~S; -yL
MAY 0 6 2003
Site Plan Fee:
Mobile Home Parks: $250.00 plus $50.00 per mobile home space
Multi-Family Building/Condominium: $350.00 plus $50.00 per unit
Commercial Site Plan: $350.00 plus $50.00 per 1000 sq. ft of gross floor area
Industrial Site Plan: $350.00 plus $150 per acre
(In addition, any professional service charges per Resolution #358)
Site plan review is a process for reviewing the design of certain types of development. Site plan
approval is required for mobile home parks, duplexes, multi-family dwellings, commercial and industrial
uses, planned develo ment districts and for all land uses within the central business district.
NAME OF PROJECT Lee Orchard - Motorcycle Shop
APPLICANT Lee Orchard
Mailing Address 8525 Homestead Ave. NE
,City, State and Zip___ Olympia, WA 98506
Telephone Work: 483 - 0701
OWNER Dan Longmire
Mailing Address
City, State and Zip
Telephone
ENGINEER/ARCHITECT/OTHER Bill Turner -= Contours & Concepts Engineering, LLC.
Mailing Address PO Box 476
City, State and Zip__ Tenino, WA 98589
Telephone
SUMMARY OF REQUEST Remodel the existing structure and construct an addition for a
retail sales business along with an espresso stand, parking area and landscaping.
PROPERTY DESCRIPTION
General Location The property is located on the south side of Hwy 510 lust west of Yelm
High School.
Site Address 14845 SE Yelm Highway Land Area (acres) 1.05 Acres
Section 24 Township 17 Range 1 E
Assessor's Tax Parcel Number 21724210701
Full legal description of subject property (attach separate sheet if necessary)
See Attached
E-5
PLEASE ANSWER THE FOLLOWING QUESTIONS
ATTACH EXTRA PAGES IF NECESSARY
1. Does the design minimize conflicts with neighboring land uses? Explain.
2. Is the site within 300 feet of any "critical areas" such as wetlands or streams? NO
3. What provisions will be made for storm water and/or flood control? Biofilter Swale for treatment
and small detention basin for storage. All stormwater will be infiltrated on site.
4. What provisions will be made for water supply and sewage disposal? Citv will supply water and
sewer service. A step tank with pressure pump will be installed for pressure main
connection.
5. What provisions will be made for electrical power, natural gas, telephone and other utilities?
Utilities are installed and connected to the existing structure and will be utilized for the
new structure.
6. What provisions will be made for streets, access, and/or buses? Driveway access will be off
of Yelm Highway. Parking will be in back of structure.
7. What provisions, if any, will be made for open space and/or recreation? None
8. What provisions will be made for schools and school children? None
I affirm that all answers, statements and information above and submitted with this application are complete and
accurate to the best of my knowledge. I also affirm that I am the owner of the subject site or am duly authorized by
the owner to act with respect to this application. Further, I grant permission from the owner to any and all
employees and representatives of the Cit of Yelm and other governmental agencies to enter upon and inspect
said property as reasonably necessary o process this application. I agree to pay all fees of the city that apply to
this application.
Signed ~ ~- Date 7
E-6
a
~ ~~ THE' Pip, j
YE Z.1~I
WASHINGTON
CITY OF YELM
PO Box 479
Yelm WA 98597
360-458-3244
APPLICATION FOR
Site Plan Review
OFFICIAL USE ONLY
i
Fee~.~s~~
Date Received ~'? : ,
File Nora -c i ~ ~;.?~-YL
r~iAY ~ 6 1003
MAY 0 6 2003 ~ I ~
Site Plan Fee: ~PR~ OF YELM
Mobile Home Parks: $250.00 plus $50.00 per mobile ho
Multi-Family Building/Condominium: $350.00 plus $50.00 per unit
Commercial Site Plan: $350.00 plus $50.00 per 1000 sq. ft of gross floor area
Industrial Site Plan: $350.00 plus $150 per acre
(In addition, any professional service charges per Resolution #358)
Site plan review is a process for reviewing the design of certain types of development. Site plan
approval is required for mobile home parks, duplexes, multi-family dwellings, commercial and industrial
uses, planned development districts and for all land uses within the central business district.
NAME OF PROJECT Lee Orchard - Motorcycle Shop
APPLICANT Lee Orchard
Mailing Address 8525 Homestead Ave. NE
City, State and Zip. Olympia, WA 98506
Telephone Work: 483 - 0701
OWNER Dan Longmire
Mailing Address
City, State and Zip
Telephone
ENG/NEER/ARCH/TECT/OTHER Bill Turner -= Contours & Concepts Engineering LLC
Mailing Address PO Box 476
City, State and Zip Tenino, WA 98589
Telephone
SUMMARY OF REQUEST Remodel the existing structure and construct an addition for a
_ retail sales business along with an espresso stand parking area and landscaping
PROPERTY DESCRIPTION
General Location The property is located on the south side of Hwy 510 lust west of Yelm
High School.
Site Address 14845 SE Yelm Highway Land Area (acres) 1.05 Acres
Section 24 Township 17 Range 1 E
Assessor's Tax Parcel Number 21724210701
Full legal description of subject property (attach separate sheet if necessary)
See Attached
I~-5
~X v~~
J ~
~y .~
T
j ~.J /~~~. /n
~~ , x ~, -
PLEASE ANSWER THE FOLLOWING QUESTIONS
ATTACH EXTRA PAGES IF NECESSARY
1. Does the design minimize conflicts with neighboring land uses? Explain.
2. Is the site within 300 feet of any "critical areas" such as wetlands or streams? NO
3. What provisions will be made for storm water and/or flood control? Biofilter Swale for treatment
and small detention basin for storage All stormwater will be infiltrated on site
4. What provisions will be made for water supply and sewage disposal? City will supply water and
sewer service. A step tank with pressure pump will be installed for pressure main
connection.
5. What provisions will be made for electrical power, natural gas, telephone and other utilities
_ Utilities are installed and connected to the existing structure and will be utilized for the
new structure.
6. What provisions will be made for streets, access, and/or buses? Driveway access will be off
of Yelm Highway. Parking will be in back of structure
7. What provisions, if any, will be made for open space and/or recreations None
8. What provisions will be made for schools and school children? None
I affirm that all answers, statements and information above and submitted with this application are complete and
accurate to the best of my knowledge. I also affirm that I am the owner of the subject site or am duly authorized by
the owner to act with respect to this application. Further, I grant permission from the owner to any and all
employees and representatives of the Ci of Yelm and other governmental agencies to enter upon and inspect
said property as reasonably necessary o process this application. I agree to pay all fees of the city that apply to
this application.
Si ned `~
9 Date 7 "" ~ ~%_r
E-G
mot.. Q,.~.., h~
~d.~,~.~+uv~. ~w.A suwi ~c~/
~~
~~ ~
~~~~~ sdz,~.L a~u`
V~^DdU~ IUXq ~~y
l~ S~o~e~
CITY OF YELM
PO Box 479
Yelm WA 98597
360-458-3244
APPLICATION FOR
Site Plan Review
OFFICIAL USE ONLY`
Fee
Date Received~~ ~..
File No ~~ -U3'8 ~~yL
MAY 0 6 2003
Site Plan Fee:
Mobile Home Parks: $250.00 plus $50.00 per mobile home space
Multi-Family Building/Condominium: $350.00 plus $50.00 per unit
Commercial Site Plan: $350.00 plus $50.00 per 1000 sq. ft of gross floor area
Industrial Site Plan: $350.00 plus $150 per acre
(In addition, any professional service charges per Resolution #358)
Site plan review is a process for reviewing the design of certain types of development. Site plan
approval is required for mobile home parks, duplexes, multi-family dwellings, commercial and industrial
uses, tanned development districts and for all land uses within the central business district.
NAME OF PROJECT Lee Orchard -Motorcycle Shop
APPLICANT Lee Orchard
Mailing Address 8525 Homestead Ave. NE
City, State and Zip Olympia, WA 98506
Telephone Work: 483 - 0701
OWNER Dan Longmire
Mailing Address
City, State and Zip
Telephone
ENGINEER/ARCHITECT/OTHER Bill Turner -= Contours & Concepts Engineering, LLC.
Mailing Address PO Box 476
City, State and Zip Tenino. WA 98589
Telephone
SUMMARY OF REQUEST Remodel the existing structure and construct an addition for a
retail sales business along with an espresso stand, parking area, and landscaping.
PROPERTY DESCRIPTION
General Location The property is located on the south side of Hwv 510 lust west of Yelm
High School.
Site Address 14845 SE Yelm Highway Land Area (acres) 1.05 Acres
Section 24 Township 17 Range 1 E
Assessor's Tax Parcel Number 21724210701
Full legal description of subject property (attach separate sheet if necessary)
See Attached
E-5
PLEASE ANSWER THE FOLLOWING GIUESTIONS
ATTACH EXTRA PAGES IF NECESSARY
1. Does the design minimize conflicts with neighboring land uses? Explain.
2. Is the site within 300 feet of any "critical areas" such as wetlands or streams? NO
3. What provisions will be made for storm water and/or flood control? Biofilter Swale for treatment
and small detention basin for storage. All stormwater will be infiltrated on site.
4. What provisions will be made for water supply and sewage disposal? Citv will supply water and
sewer service. A step tank with pressure pump will be installed for pressure main
connection.
5. What provisions will be made for electrical power, natural gas, telephone and other utilities?
Utilities are installed and connected to the existing structure and will be utilized for the
new structure.
6. What provisions will be made for streets, access, and/or buses? Driveway access will be off
of Yelm Highway. Parking will be in back of structure.
7. What provisions, if any, will be made for open space and/or recreation? None
8. What provisions will be made for schools and school children? None
I affirm that all answers, statements and information above and submitted with this application are complete and
accurate to the best of my knowledge. I also affirm that I am the owner of the subject site or am duly authorized by
the owner to act with respect to this application. Further, I grant permission from the owner to any and all
employees and representatives of the Ci of Yelm and other governmental agencies to enter upon and inspect
said property as reasonably necessary o p ocess this application. I agree to pay all fees of the city that apply to
this application.
Signed - ~ r Date 7
E-6
CHECKLIST
PLANNER USE ONLY
Checked by
Submitted
ATTACHMENTS:
* Environmental Checklist (including $150 fee) ~~
* Mail labels (8'/i X 11 sheet) of Owners of Property
within 300 feet (include Assessor's Tax Parcel Numbers and map.) /
* Vicinity map (8'/i X 11) showing nearby property, streets, land uses, ~
streams and other features. ~
* Copy of any covenants or restrictions that will apply. ~--
* Grading plan for cuts and fills over 100 cubic yards. --
* Eight copies of Site Plan at a scale not less than one inch
for fifty feet, showing:
1. Datum, north arrow, date and scale. /
2. The location of all existing and proposed structures,
including, but not limited to, buildings, fences, culverts,
bridges, roads and streets on the subject property.
3. Wells and underground storage tanks, within 200' of
property
4. The boundaries of the property proposed to be developed. ,~
5. All proposed and existing buildings and setback lines.
6. All areas, if any, to be preserved as buffers or to be
dedicated to a public, private or community use or for open
space under the provisions of this or any other city ordinance,
information regarding percentage of area covered, locations
and general types of landscaping. '~
7. Conceptual Landscape Plan.
8. All existing and proposed easements.
9. The locations of all existing and proposed utility structures
and lines.
10. A preliminary storm water drainage systems report and
layout for existing and proposed structures.
11. All means of vehicular and pedestrian ingress and egress
at the site and the size and location of driveways, streets,
and roads.
12. The location and design of off-street parking areas showing
their size and locations of internal circulation and
parking spaces.
13. The location of all loading spaces, including, but not limited to,
truck loading platforms and loading docks.
14. Location and area, in square feet, of all signs.
15. Topographic map or maps which delineate contours,
both existing and proposed, at intervals of two feet, and
which locate existing lakes, streams and forested areas,
(or 5 foot if > 5%.)
A reduced size copy of the site plan not larger than 11 "X17". /
Tree and Vegetation Preservation Plan, per section 14.16.110. ~_
Design Guidelines Check-list.
E-7
Missin
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Tenino, «'A 98>89
(360) 438-0301
Preliminary Drainage Report
Motorcycle Sales & Repair Shop
Yelm, Washington
May, 2003
Project Information
Project:
Prepared For:
Contact:
Motorcycle Sales & Repair Shop
Lee Orchard
Lee Orchard
8525 Homestead Ave. NE
Olympia, WA 98506
(360) 458-7665
Project Engineer
Prepared by:
Contact:
Contours & Concepts Engineer, L.L.C.
4405-7`~ Avenue SE, Suite 300
Lacey, WA 98503
(360) 438-0301
Bill Turner, P.E.
(360) 438-0301
"I hereby certify that this Drainage
and Erosion Control Plan for the
Motorcycle Sales ~ Repair Shop has
been prepared by me or under my
supervision and meets minimum
standards of The City of Yelm and
normal standards of engineering
practice. I understand that the
jurisdiction does not and will not
assume liability for the sufficiency,
suitability, or performance of
drainage facilities designed by me."
EXPIRES 06/13/05
Table Of Contents
STORMWATER DRAINAGE REPORT
PROPOSED PRRJECT DESCRIPTION ................................ 1
PROJECT OVERVIEW ................................................... 2
EXISTING CONDI'T'IONS ............................................... 2
INFII.TRATION RATES/SOILS REPORT ........................... 2
WELLS AND SEPTIC SYSTEMS ................................................... 2
FUEL TANKS ................................................................................... 3
SUB BASIN DESCRIPTION ............................................. 3
WETLAND DELINEATION ........................................................... 3
ANALYSIS OF 100-YEAR FLOOD PLAIN .......................... 3
AESTHETIC CONSIDERATIONS FOR FACILITIES ............... 3
STORMWATER TREATMENT AND DETENTION .................... 3
ROOF RUNOFF ............................................................ 4
EROSION CONTROL REPORT
CONSTRUCTION SEQUENCE AND PROCEDURE
INSPECTION SEQUENCE
MAINTENANCE PLAN
REQUIlZED MAINTENANCE
RESPONSIBLE ORGANIZATION
VEGETATION MANAGEMENT PLAN
APPENDICES
STORMWATER TREATMENT & STORAGE CALCULATIONS
VICINITY MAP, SITE PLAN, & DETAIL SHEETS
FACII.ITY SUMMARY FORMS
Project Description
STORMWATER DRAINAGE REPORT
Drainage Report Section 1-Proposed Project Description
Developer:
Address
Lee Orchard
14845 SE Yelm Hwy
Yelm, WA 98597
Parcel Numbers:
Total Project Area:
Zoned:
Section, Township, Range:
21724210701
1.05 Acres
Commercial
Section(s) 24
Township 17 North
Range 1 E, W.M.
Project Overview
Mr. Lee Orchard is applying for a Site Plan Review Permit to construct a motorcycle sales and
parts store along with an espresso stand on a 1.05-acre parcel. It will include area for parking,
landscaping, sidewalks, and a stormwater facility. The entrance roadway and parking area will
be asphalt concrete pavement.
The property borders Yelm Hwy (State Route 510) and Yelm High School, which is located just
to the east. This project will take access from Yelm Highway.
Drainage Report Section 2 -Existing Conditions
The existing site is on 1.05 acres within the city limits of Yelm. The property is slope going
toward the back of the property. There is an existing residence on the property. Presently there
are two-access points to the property from Yelm Hwy.
Adjacent properties around this parcel are zoned commercial.
Vegetation on the site is mostly Scott Bloom, Douglas Firs and brush.
Offsite drainage to property
There is no offsite drainage coming onto this property.
Wetland
There are no creeks, lakes, ponds, wetlands, ravines, gullies, steep slopes, springs, and other
environmentally sensitive areas on the property.
This project is not in an aquifer sensitive area.
All stormwater remains on site, infiltrates, and does not flow from the property.
Drainage Report Section 3 -Infiltration Rates/Soil Report
The Soils Conservation Service (SCS) soil survey of Thurston County classifies the onsite soils
as a "Spanaway gravelly sandy laom, 0 to 3 percent slopes".
The Spanaway soil is a deep somewhat excessively drained soil on terraces. Permeability that
ranges from 2 .0 to greater than 20 inches per hour, depending on the soil depth. Because the
ground is level with 0 to 3 percent slopes, runoff is slow, and the hazard of water erosion is
slight.
A design infiltration rate of 20.0-inches hour was recommended by the City of Yelm to size the
stormwater facilities for this project.
Drainage Report Section 4 -Wells and Septic Systems
There are no wells located on Mr. Orchard's property. There is a well near his southwest
property line approximately in the middle of the lot. Location of the well is shown on the site
plan in the appendix. According to Thurston County's Geo-Data Service, this site is in the well
head protection area. This property will be connecting to the city water system.
There is one septic system and drain field located near the existing residence. Locations of
existing drain fields on adjacent parcels have not been identified. A step system will be installed
and connected to the City of Yelm's sewer system.
Drainage Report Section 5 -Fuel Tanks
No fuel tanks or contaminated soil were located during our site inspection.
Drainage Report Section 6 -Sub-Basin Description
This project is located within the Nisqually watershed. There are no tributaries going through or
coming onto this project site. The topography of the area is flat and all of the water entering the
site is from precipitation.
Drainage Report Section 7 -Analysis of 100-Year Flood
The project does not lie next to an adjacent body of water, Thurston County Geodetic Center
indicates that it is not within a 100-year flood plain area.
Drainage Report Section 8 -Aesthetic Considerations for Facilities
This project site is within the city limits of Yelm and landscaping requirements are required. All
aesthetic considerations will coincide with the zoning ordinances for the City of Yelm.
Drainage Report Section 9 -Facility Sizing and Downstream Analysis
The project's Stormwater storage, treatment, and conveyance system components have been
summarized here, all calculation can be reviewed in appendix A.
Summary Chart
Area Identification Size Min. Req. Storage Manual Section
Roadway and Parking Area 0.2 Acres 600 cu ft 4.1.2 -Table 4.1
Disturbed Area 0.32 320 cu ft 4.1.2 -Table 4.1
Stormwater Treatment
All treatment facilities were designed using the pre-post developed storm events, peak flow rate
were calculated using the "Drainage Design and Erosion Control Manual" for Thurston County.
Please see Appendix A for detailed Stormwater treatment design calculations. All calculations
were checked using the Engenious software "Storm Shed".
Roof drains from the proposed structures will sheet flow through lawns and infiltrate into the
soil. Roof runoff per the TCDM does not require treatment, therefore none has been provided.
Stormwater runoff from the access road and parking lot is the major concern for this project.
The proposed private driveway, which will be a 30-foot wide all weather surface, and the
parking area is equal to approximately 8,670 square feet of impervious surface. The roadway
~ '
will slope toward the back where a natural basin will be developed. The required stormwater
treatment area is equal to 400 sq. ft., (section 7.4.1) the amount provided is equal to 3,260 sq. ft.
Two-foot flat bottom swale is provided for stormwater treatment of the 6-month 24-hour design
storm. The swale can also provide stormwater storage volume to hold the 100-yr storm if
necessary.
Stormwater Storage
The required storage volume for this project is equal to 920 cubic feet. A small basin has been
design on the backside of the parking area behind the filter strip. The basin is approximately
127-feet in length, 8-feet in width and approximately 1 '/z-feet deep with four to one side slopes.
This will hold approximately 1,577-cubic feet of stormwater with'/z feet of freeboard. The
detention basin is sufficient to handle the 100-year stormwater runoff. All stormwater
calculation were check using the "Storm Shed" Program from Ingenious.
Roof Runoff
Runoff from the roof is not a major concern on this project. All runoff coming from the
structures will be allowed to sheet flow through the lawns to be infiltrated into the soil.
Drainage Report Section 10 -Covenants, Dedications, Easements
There are no covenants at this time.
Drainage Report Section 11-Property Owners Association Articles of Incorporation
This section does not apply.
Erosion Control Report
~,
EROSION CONTROL REPORT
Erosion Control Report Section 1 -Construction Sequence and Procedure
Best Management Practices shall be implemented before, during and after the construction
period. Filter fabric for temporary erosion control (see appendix B for standard erosion control
detail, notes and plans) shall be placed around the wetland area during the construction period.
Best Management Practices (BMP's) will be employed before any construction begins on-site.
The planned construction sequence is as follows:
1. Install filter fabric fencing, where appropriate.
2. Clear site (clearing and grubbing).
3. From the ls` of November to the 31S` of March, all disturbed areas greater than 5000
sf that are to be left unworked for more than twelve (12) hours, shall be stabilized.
4. Install underground utilities (telephone, water, sewers, ect.).
5. After roadways have been completed and landscaped, sod and/or grass seed, and
mulch all disturbed areas.
6. Maintain all erosion control facilities until the entire site is stabilized and silt runoff
ceases.
7. If equipment and trucks are to be washed onsite, an area for washing shall be
designated to control runoff from entering wetland areas.
Erosion Control Report Section 2 -Trapping Sediments
Sediments can be trapped in the ditch line or in the filter fabric fencing. Due to the size of this
project no sediment basin is required. There are no natural channels on or near this property
where sediments will flow.
Erosion Control Report Section 3 -Permanent Erosion Control and Site Restoration
The roadway will be paved with asphalt concrete pavement to help prevent erosion of the
roadway. The swale along with the detention basin will be seeded which will help erosion and
contribute to the site features.
Erosion Control Report Section 4 - Geotechnical Analysis and Report
Not required.
Erosion Control Report Section 5 -Inspection Sequence
The Project Engineer shall inspect the facilities related to stormwater treatment, erosion control,
storage and conveyance during construction. At a minimum, the following items shall be
inspected at the time specified:
1. The erosion control facilities shall be inspected before the start of construction to
ensure the following are in working order:
A. Filter Fabric Fences if required.
`~-c
2. The permanent site restoration measures should be inspected after landscaping is
completed.
A final inspection shall be performed to verify final grades, slopes and all necessary information
to complete Engineer's Construction Inspection Report Form and Agreement to maintain
stormwater facilities. These forms must be completed prior to final public works construction
approval.
Erosion Control Report Section 6 - Control of Pollutants Other Than Sediments
There are no expected pollutants to be on site. There is no anticipated truck washing or fuel
storage areas that will be on site. Contractor will not be stock piling materials.
Maintenance Plan
MAINTENANCE PLAN
Required Maintenance
The following pages contain maintenance needs for most of the components that are part of your
drainage system, as well as for some components that you may not have. Let us know if there
aze any components that are missing from these pages. Ignore the requirements that do not apply
to your system. You should plan to complete a checklist for all system components on the
following schedule:
1. Monthly from November through April.
2. Once in the late summer (preferably September).
3. After any major storm (use 1" in 24 hours as a guideline) items mazked "S" only.
Using photocopies of these pages, check off the problems you looked for each time you did an
inspection. Add comments on problems found and actions taken. Keep these "Checked" sheets
in your files, as they will be used to write your annual report (due in May). Some items do not
need to be looked at every time an inspection is done. Use the suggest frequency at the left of
each item as a guideline for your inspection.
You may call the jurisdiction for technical assistance. Please do not hesitate to call, especially if
you are unsure whether a situation you have discovered may be a problem.
Responsible Organization
The owner's or owner's representative shall be responsible for the operation and maintenance of
all onsite drainage facilities.
Vegetation Management Plan
All disturbed pervious azeas within the site will be landscaped or seeded to provide an
aesthetically pleasing environment as required by Thurston County.
~c
ATTACHMENT "A": MAINTENANCE PROGRAM
COVER SHEET
Inspection Period:
Number of Sheets Attached:
Date Inspected:
Name of Inspector:
Inspector's Signature
l
Page K - 14
ni invr nn~.iv ~ n tvviv i nvvw~
Maintenance Checklist for Ponds
Fregwnq Draitrge em ~ Rabbm Conditions to Check For Conditiorn That Should Exist
M,S General Trash 6 def>fs ~4
n
d Dtanpirg of yard wastes such as graea UoDigs and
l
n
l ron•
U
fe
t
b
d Rsnwve oraeh and defxie and dieposa as
rescrbed b
Cil
Wage M
t S
i
pon arn
nsg
y aaunu
a
io
a
ies rao
bran p
y
y
arrgamen
on.
ect
degredabb materiab such as glass. pkstic, metal, loan
and coated
M,S Trash rack pYgged or Bar screen over outer more than 25'x carered by debre fiepbce semen. Remove trash and debris and
mbsng or mssing. depose as prescribed by City Waste Management
Seuion.
M Poeonas vegetaton Ary poisonous vegetatbn which may cortstlub a hazard Rertave posorous vegetation. Do rat spray
a the public. Examples d poisonous vegetatbn irtck,de: diemiab on vegetation widtout obtaimg
tansy rt9a'o4 poison oak. sung rettbs, dev~dub. gttidattce Fran the Co rttive Exbnsbn Service
and a royal frem the C'ey.
M,S Fre ftazaN or poltoort Presence d chemicals such as nuurel gas, ol, arxJ Find sources d pokmon and elirtwnate them.
gasoine, obnoxious cebr, oda, or sludge rated. Water is free fmm noticeable cobr, odor, or
cortambation.
M Vegetation not growrg For grassy ponds, grass cover s sparse and weedy ors For grassy ponds, selectivey thatch, aerate, and
a s rrvergroam overgrown. For wetland ponds, plarxs are sparse err reseed ponds. Grass cuQing unnecessary unless
invasive spades are present. ditxated by aesthetics. For wetland ponds, hand-
pbrt nursery-grown wetland plants in bare areas.
Contact the Cooperative Extension Service for
direction on invasive species such asp e
bosestrife and reed angry grass. Pond ottoms
stauld trove unlortn dares coverage of desired
rt sties.
M Roden hobs Arty evidence of rodent hobs l facliry is acting as a dam Rodents destroyed arxf dam or berth repaired.
or bens, or any evidence of water ppirg through dam a Contact the Thurston Couriy Heahh Department
berm via rodert holes. br guidance.
M kaects When insects such as wasps and farriers imeriere with insects destroyed or removed from site. Contact
maintenance activdies, or when mosquiaes become a Cooperative Fxtensbn Service for guidance.
nuisarxx.
A Tree growth Tree growth does not glow mairtertance aaess or Trees do not finder mairtenance activtbs.
ixerferes with maenenance aaaity (ie., slope mowing, Sebctivey wANab trees such as alders for
siq removal, a equQmert movemerns). l trees are not firewood.
interfemg with aaess, have trees abne
M Side slopes of pond Erosion on berms a at Chedt around inlets and Debts tar sigre d eroson. Find causes d erosion and elimnate them. Then
entranee/ex[ Cfiedc berms for sgre d sliding or settling. Action is sopes stauld be staDif¢ed by usng appropriate
raeded wfare eroded damage over 2 inches deep and eroeron coned meastxe)s); e.g, rock .
where there s ential far ceriieued erosion. reinforcemert, bnOrg d . ce ion.
M Storage area Sediment holdup n A,ccunulated sedimera that exceeds tOX d the Sedimert deaned out to designed pad shape and
pond designed pond depth Buried or ppartbiy buried outlet
' depth: pond reseeded i necessary a tprt
iart sedmertt
struaure probaby indicates sgnf erosion
gads.
A Pond dices Settlertteraa l4y part d dke which hu senled 4 inches lower than Date should oe held bade a the desgn ebvation
the design elevation.
A Emergency Rodt missiig Ony one layer d rock exiitrs above native soi in area 5 Repbce rocks to design starxlards.
overfbwd sgwre feet or lager, or any exposure of native sot
frog
One Time ~ergertty OveAlow mba~g area with brge rocks to tttrtde
Side o
~ Conrad City br guidance.
en
cy overibvvs
enierg
spiMray
M you are erasure whether a probbm existi, phase coriad the Jvbdictbn and ask br techrrcal tusstance.
Comments
K
~ A = Amuat lMartii a Agri pMnnd)
M = Morahy (see 1
S =After mapr storms
Page K - 18
ATTACHMENT "A" (CONTINUED)
Maintenance Checklist for Infiltration Systems
Ferry ~~~a ~ pin Carrdaiata to Check For Cartditions That ShouN Exist
M,S Garteral Trash d debris
n See Mairrwtance ChadJet to Patda See Maintenrke Checklist fa Ponds. ~
M Paeoraus vegeUtion See Maintenance Cftedc6st fa Ponds. See Mairtterwnce Chedcist for Ponds.
M S Fta htzud or
n See Mairrertance Cheddtst for Ponds. See Maintenance Checklist to Ponds.
M Yegatation not
g-owtn9 or a
a'a9~n See Mairsenartce Chedcist for Ponds. See Maintenance Cftedcl'st for Ponds.
M Rodent holes See Maintenance Chedcfist for Ponds. See Mtumerwtce Chedcist fa Ponds.
M Y>sects See Maintenance ChedcGst fa Ponds. See Maimertance Cheddist for Ponds.
A ~~ u~ Sediment buildtp in
sy~m A sot texture test indicates faci6ry is rat wodug u its
designed cApabiliUes or was aaortecty desgned. Sedimem s removed andla laciluy s cleared so
that infiretion system works according to desgr
A sedmmer« treppatg area s ktstaYed to reduce
sediment trap rt into itfiltraUOn area
A Storage area drains
sbwy (more than 48
laws) or overflows A soY texture test indicates fadlity s not wodug at irs
desigred rapabities a was :aorecty desa9ned. Additional wfume is added through excavaton to
provide needed storage. Sod is aerated and i
rotated to anprwe drainage. Contact the Cay Wr t
idamation on its requtremenis rogardrng
excavation.
M SedmerK tappng
area Arty sediment and debris Bing area to tt)1(. d depth
hom sump bottom to bottom d owlet pqe a obstnxxa>g
flow ma the corrector Clean out sump to design depth
One Time Sediment trappetg
area not preseru Sartnvvater emers infiAretion area dredy wrhout
aeatmem. Add a trapping area by coretn>eting a sump br
setdutg of sdids. Segregato sertMng area from
rest of tatdity. Conuct Cty for udance.
I
M Rods tiers Sediment and debris By visual irtspecton little or no water flows though filer
dunng heavy rainstorms. Replete gravel n rods liter.
q you are unsure whether a problem exsts, please tetras the Jusdction and ask for technical assistance.
Comments:
K
~ A = Antral (March a Apra Prelered)
M = Mommy (sea 1
S = Aker mapr storms
Page K - 19
ATTACHMENT "A" (CONTINUED)
l
Maintenance Checklist for Corneyance Systems (Pipes, Ditches, and Swales)
~~ ~~~ _ ( pin Condtbns to Check For Corwitions Thu should Fxist I
M,S Ppes Serjrrrert a debris ~Au~rtulafed sedimeA tint exceeds 2096 d the diartteter Ppe leaned d aA sediment and deans.
M y~npon Vegetation dal reduces free maemera of water through
es. bro ~h u es.removed so water lbws lreey
A penyged (rusted,
oerN. a crushed) Proteafve coating s damaged: rust is causing more than
5096 detenoretion to ary R of Ppe repaired a replaced.
M Any dent thu signtcarafy impedes flow (i.e., decreases
the cross section area of b more than 209y. Ppe repaired or replaced.
M Ppe has major cracks or tears albwing grotxxfrrater
leakage. Pqe repaired or replaced.
M,S Cpen dioches Trash a debris Dumping of Yard wastes such as ~ clppngs and
branches xao basin. Urtsghty accumulatan of ron•
degradable materials such as glass. Pub. ~~ foam,
and coaled paper. Remove trash and debris and dispose as
prescribed by City Waste Management Batten
M Sedirtrers buildup Accumukted sediment that exceeds 2096 of the design
depth. matches d sa of all sedimem and debrs su ttut r..
A Vegenuon Vegenaon (e.g., weedy shnbs or sayings) thu reduces
tree movemenn of weer through dRChes. Watenn'on should be ehalone~ Grassy
~
M Erosbn damage to
sbpes See Ponds Chedrlist. See Ponds Chedcl'st.
A Rods lining oui of
place a mssing (~
icable) Maintenance person can see native soi beneath the rock
~b9• Replace rocks to design standard.
See Catch Basins Checklist. See Catch Basins Chedrist.
Varies Cuch basins
S
l
s
Trash a debris
See above for Dachas.
See above fa Ortcttes.
M,S
M wa
e ~„~ bully See above for DACfa;s. Vegenaon may need to be replamed after
clearing.
M
Vegenuon not
gfoweg or overgrown
Grass rover b sparse and weedy or areas are
overgrown with woody vegetation. Aerare soils and reseed and mulch bare areas
Mainnb he u a mirwmum of 6 inches for
~ ~ t ~~~ Rerttove woody
recontotr, and reseed as rtece
M,S
Erosbn darrw)e to
See Ponds Checklst.
See Ponds Checklist.
M Conversbn by
horrieovvrter to
ttco ble use Swale has been feed in or bbcked by shod. woodpie,
shnbbery, etc. 4 possible, speak wlh homew+rwr and request
that Swale area be restored Coriaa CAy to rePon
roblem l not rectified vohxaariy.
A
K you are urusixs wh
Commerce:
ther a problem exists, p
ease corRtQ
Swale does not lien
the JursditXiort and ask for t
Water sterile in Swale a Aow velocity s very sbw.
Sngnauon oceurs.
echnical assatarice. A survey may be needed to check grades.
Grades need to be m t •SX range i possble. tt
9~ s ~ than t 9L, urtderdrans may reed to 1
be instilled.
K
~ A = Amual (March a ~lppri prelarred)
M = Morahq (see ecltadda)
S =After major saomts
Page K - 23
ATTACHMENT "A" (CONTINUED)
,Maintenance Checklist for Grounds (landscaping)
~~, D~~~g~„ „ J
Y p~ Ca~Abns to Check For Conddor~s Tlrt Should Exbt
M General Nhede Weeds growig in rose tlrn 20% d dw Itndeuped Wbda paen in Na tlnn 5% d tfw lerdacaped
area (trees and shnbs o ). anat.
M Salary hoard Ary preserax d poeon'wy a other posorwus No vegetation or insect rwsls present in
lotion or irtsekx nests ~
M,S Trash or filar See Ponds Chedcl'st See Ponds Cheddiet.
M,S Erosion d Groud
~~ fradceable rile are seen in landsaped areas. Causes d erosion are ideralied and slaps taken to
abw dowr-yprad out tlr water. Eroded areas
are tied, caaotaed, and seeded
A Trees and shnubs Damage Limbs or parrs of trees ar alrtbs that ere spk or brdken Trim tresahltnrba to resare shape. Replace
which affect rrtae than 25% d the total brags d the treeslsMAs wish severe damage.
tree or snub.
M Trees or shrubs that ixve been bbwn down or knocked Replant tree, iBpectirg for injury to stem or roots.
over. lace 1 severey dams
p Trees w strkbs which are nd adequuey supported or Place stakes and nbber~oated ties around young
are leaning over, causing exposure d the mos. trees/shnbs for skQport.
f you are urtakxe wttetlrer a problem exists, please kxxttact the J ' ' and ask br tekdtrycal asststar~ce.
Comments:
~ A = Amual (March or Md preferred)
M = Monthy (see schedule)
S =After major storms
Page K - 24
Appendix A
Drainage Calculations
Stormwater Treatment Calculations
Section 7.4.1 of the Thurston County Drainage Design and Erosion Control Manual (DDECM) requires
that "the minimum total surface area of the biofilters shall equal 2,000 square feet per impervious acre
draining to the biofilter". The amount of impervious surface for this project equals 8,670 sq. ft. or 0.2
acres. The required amount of treatment area equals:
0.2 acres X 2000 sf = 400 sf
The amount provided equals the bioswales and the filter strip along the parking area, which is
approximately 1,450 square feet.
1,450 sf > 400 sf. therefore OK
Stormwater Storage Calculations
The amount of storage required is equal to the impervious area along with the disturbed area. The
impervious area is equal to 8,670 sq. ft. or 0.2 acres The amount of disturbed area is equal to 13,940 sq
feet or 0.32 acres. From Table 4.1 in the manual, the required storage volume required for the project
site with an infiltration rate of 20-inches per hour equals:
0.2 X 3000 Cu Ft = 600
0.32 X 1000 Cu Ft = 320
Total = 920 Cu Ft.
The amount provided is equal to 127-feet in length, 8-feet in width and approximately 1 ~z-feet deep with ~2 foot
of freeboard and four to one side slopes. This is equal to 1,577 Cu Ft.
1,577 Cu Ft > 920 Cu Ft. therefore OK
Stormwater Storage Program "Storm Shed"
RLPCOMPUTE [Rp-001] DETAILED
2 yr event
Time 11 12 2S
so.oo
70.00
80.00
90.00
100.00
110.00
120.00
130.00
140.00
150.00
160.00
170.00
180.00
190.00
200.00
210.00
220.00
230.00
240.00
250.00
260.00
270.00
280.00
290.00
300.00
310.00
320.00
o.oo
o.oo
0.00
0.00
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
o.oo
o.oo
0.00
0.00
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.02
o.oo
o.oo
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2
Sum 1+2S 01 02S Elev
o.oo o.oo o.o0 100.00
0.01 0.00 0.00 100.00
0.01 0.00 0.01 100.00
0.01 0.01 0.01 100.00
0.01 0.01 0.01 100.00
0.02 0.01 0.01 100.00
0.02 0.01 0.01 100.00
0.02 0.01 0.01 100.00
0.02 0.01 0.01 100.00
0.02 0.01 0.01 100.00
0.02 0.01 0.01 100.00
0.02 0.01 0.01 100.00
0.03 0.01 0.01 100.00
0.03 0.01 0.01 100.00
0.03 0.01 0.01 100.00
0.03 0.01 0.01 100.00
0.03 0.01 0.02 100.00
0.03 0.02 0.02 100.00
0.03 0.02 0.02 100.00
0.03 0.02 0.02 100.00
0.04 0.02 0.02 100.00
0.04 0.02 0.02 100.00
0.04 0.02 0.02 100.00
0.04 0.02 0.02 100.00
0.04 0.02 0.02 100.00
0.04 0.02 0.02 100.00
0.05 0.02 0.02 100.00
330.00 0.02 0.02 0.00 0.05 0.02 0.02 100.00
340.00 0.02 0.02 0.00 0.05 0.02 0.03 100.00
350.00 0.03 0.03 0.00 0.05 0.03 0.03 100.00
360.00 0.03 0.03 0.00 0.05 0.03 0.03 100.00
370.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
380.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
390.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
400.00 0.03 0.03 0.00 0.07 0.03 0.04 100.00
410.00 0.04 0.04 0.00 0.08 0.04 0.04 100.00
420.00 0.04 0.04 0.00 0.08 0.04 0.04 100.00
430.00 0.04 0.04 0.00 0.09 0.04 0.05 100.00
440.00 0.05 0.05 0.00 0.11 0.05 0.06 100.00
450.00 0.05 0.05 0.00 0.11 0.06 0.06 100.00
460.00 0.06 0.06 0.00 0.19 0.06 0.14 100.00
470.00 0.14 0.14 0.00 0.30 0.14 0.17 100.00
480.00 0.17 0.17 0.00 0.34 0.17 0.17 100.00
490.00 0.17 0.17 0.00 0.29 0.17 0.12 100.00
500.00 0.12 0.12 0.00 0.21 0.12 0.09 100.00
510.00 0.09 0.09 0.00 0.20 0.09 0.11 100.00
520.00 0.11 0.11 0.00 0.18 0.11 0.08 100.00
530.00 0.08 0.08 0.00 0.16 0.08 0.08 100.00
540.00 0.08 0.08 0.00 0.15 0.08 0.07 100.00
550.00 0.07 0.07 0.00 0.14 0.07 0.06 100.00
560.00 0.06 0.06 0.00 0.12 0.06 0.06 100.00
570.00 0.06 0.06 0.00 0.12 0.06 0.06 100.00
580.00 0.06 0.06 0.00 0.11 0.06 0.05 100.00
590.00 0.05 0.05 0.00 0.11 0.05 0.05 100.00
600.00 0.05 0.05 0.00 0.11 0.05 0.05 100.00
610.00 0.05 0.05 0.00 0.10 0.05 0.05 100.00
620.00 0.05 0.05 0.00 0.10 0.05 0.05 100.00
630.00 0.05 0.05 0.00 0.10 0.05 0.05 100.00
640.00 0.05 0.05 0.00 0.09 0.05 0.05 100.00
650.00 0.05 0.05 0.00 0.09 0.05 0.04 100.00
660.00 0.04 0.04 0.00 0.09 0.04 0.04 100.00
670.00 0.04 0.04 0.00 0.09 0.04 0.04 100.00
680.00 0.04 0.04 0.00 0.09 0.04 0.04 100.00
690.00 0.04 0.04 0.00 0.09 0.04 0.04 100.00
700.00 0.04 0.04 0.00 0.08 0.04 0.04 100.00
710.00 0.04 0.04 0.00 0.08 0.04 0.04 100.00
720.00 0.04 0.04 0.00 0.08 0.04 0.04 100.00
730.00 0.04 0.04 0.00 0.08 0.04 0.04 100.00
740.00 0.04 0.04 0.00 0.08 0.04 0.04 100.00
750.00 0.04 0.04 0.00 0.08 0.04 0.04 100.00
760.00 0.04 0.04 0.00 0.08 0.04 0.04 100.00
770.00 0.04 0.04 0.00 0.08 0.04 0.04 100.00
780.00 0.04 0.04 0.00 0.08 0.04 0.04 100.00
790.00 0.04 0.04 0.00 0.08 0.04 0.04 100.00
800.00 0.04 0.04 0.00 0.08 0.04 0.04 100.00
810.00 0.04 0.04 0.00 0.08 0.04 0.04 100.00
820.00 0.04 0.04 0.00 0.08 0.04 0.04 100.00
830.00 0.04 0.04 0.00 0.07 0.04 0.04 100.00
840.00 0.04 0.04 0.00 0.07 0.04 0.04 100.00
850.00 0.04 0.04 0.00 0.07 0.04 0.04 100.00
860.00 0.04 0.04 0.00 0.07 0.04 0.04 100.00
870.00 0.04 0.04 0.00 0.07 0.04 0.04 100.00
880.00 0.04 0.04 0.00 0.07 0.04 0.04 100.00
890.00 0.04 0.04 0.00 0.07 0.04 0.03 100.00
900.00 0.04 0.04 0.00 0.07 0.03 0.04 100.00
910.00 0.04 0.04 0.00 0.07 0.04 0.03 100.00
920.00 0.03 0.03 0.00 0.07 0.03 0.04 100.00
930.00 0.04 0.04 0.00 0.07 0.04 0.03 100.00
940.00 0.04 0.04 0.00 0.07 0.03 0.03 100.00
950.00 0.03 0.03 0.00 0.07 0.03 0.03 100.00
960.00 0.03 0.03 0.00 0.07 0.03 0.03 100.00
970.00 0.03 0.03 0.00 0.07 0.03 0.03 100.00
980.00 0.03 0.03 0.00 0.07 0.03 0.03 100.00
990.00 0.03 0.03 0.00 0.07 0.03 0.03 100.00
1000.00 0.03 0.03 0.00 0.07 0.03 0.03 100.00
1010.00 0.03 0.03 0.00 0.07 0.03 0.03 100.00
1020.00 0.03 0.03 0.00 0.07 0.03 0.03 100.00
~ '
1030.00 0.03 0.03 0.00 0.07 0.03 0.03 100.00
1040.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1050.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1060.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1070.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1080.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1090.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1100.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1110.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1120.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1130.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1140.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1150.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1160.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1170.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1180.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1190.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1200.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1210.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1220.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1230.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1240.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1250.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1260.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1270.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1280.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1290.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1300.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1310.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1320.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
1330.00 0.03 0.03 0.00 0.05 0.03 0.03 100.00
1340.00 0.03 0.03 0.00 0.05 0.03 0.03 100.00
1350.00 0.03 0.03 0.00 0.05 0.03 0.03 100.00
1360.00 0.03 0.03 0.00 0.05 0.03 0.03 100.00
1370.00 0.03 0.03 0.00 0.05 0.03 0.03 100.00
1380.00 0.03 0.03 0.00 0.05 0.03 0.03 100.00
1390.00 0.03 0.03 0.00 0.05 0.03 0.03 100.00
1400.00 0.03 0.03 0.00 0.05 0.03 0.03 100.00
1410.00 0.03 0.03 0.00 0.05 0.03 0.03 100.00
1420.00 0.03 0.03 0.00 0.05 0.03 0.03 100.00
1430.00 0.03 0.03 0.00 0.05 0.03 0.03 100.00
1440.00 0.03 0.03 0.00 0.05 0.03 0.03 100.00
1450.00 0.03 0.03 0.00 0.04 0.03 0.01 100.00
1460.00 0.01 0.01 0.00 0.02 0.01 0.01 100.00
1470.00 0.01 0.01 0.00 0.01 0.01 0.00 100.00
1480.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00
1490.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00
1500.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00
1510.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00
1520.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00
100 yr event
Time 11 12 2S Sum 1+2S 01 O2S Elev
ao.oo o.oo o.oo o.o0 0.01 0.00 0.01 100.00
50.00 0.01 0.01 0.00 0.02 0.01 0.01 100.00
60.00 0.01 0.01 0.00 0.03 0.01 0.02 100.00
70.00 0.02 0.02 0.00 0.04 0.02 0.02 100.00
80.00 0.02 0.02 0.00 0.05 0.02 0.03 100.00
90.00 0.02 0.02 0.00 0.05 0.03 0.02 100.00
100.00 0.03 0.03 0.00 0.06 0.02 0.03 100.00
110.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
120.00 0.03 0.03 0.00 0.06 0.03 0.03 100.00
130.00 0.03 0.03 0.00 0.07 0.03 0.03 100.00
140.00 0.04 0.04 0.00 0.07 0.03 0.04 100.00
150.00 0.04 0.04 0.00 0.07 0.04 0.03 100.00
160.00 0.04 0.04 0.00 0.07 0.03 0.04 100.00
170.00 0.04 0.04 0.00 0.08 0.04 0.04 100.00
180.00 0.04 0.04 0.00 0.08 0.04 0.04 100.00
190.00 0.04 0.04 0.00 0.08 0.04 0.04 100.00
200.00 0.04 0.04 0.00 0.08 0.04 0.04 100.00
4
210.00 0.04 0.04 0.00 0.08 0.04 0.04 100.00
220.00 0.04 0.04 0.00 0.08 0.04 0.05 100.00
230.00 0.04 0.04 0.00 0.09 0.05 0.04 100.00
240.00 0.05 0.05 0.00 0.09 0.04 0.05 100.00
250.00 0.05 0.05 0.00 0.10 0.05 0.05 100.00
260.00 0.05 0.05 0.00 0.11 0.05 0.06 100.00
270.00 0.06 0.06 0.00 0.12 0.06 0.06 100.00
280.00 0.06 0.06 0.00 0.13 0.06 0.07 100.00
290.00 0.07 0.07 0.00 0.14 0.07 0.07 100.00
300.00 0.07 0.07 0.00 0.14 0.07 0.07 100.00
310.00 0.07 0.07 0.00 0.15 0.07 0.08 100.00
320.00 0.08 0.08 0.00 0.16 0.08 0.09 100.00
330.00 0.08 0.08 0.00 0.17 0.09 0.08 100.00
340.00 0.09 0.09 0.00 0.18 0.08 0.10 100.00
350.00 0.09 0.09 0.00 0.19 0.10 0.09 100.00
360.00 0.10 0.10 0.00 0.20 0.09 0.10 100.00
370.00 0.10 0.10 0.00 0.21 0.10 0.11 100.00
380.00 0.11 0.11 0.00 0.23 0.11 0.12 100.00
390.00 0.12 0.12 0.00 0.24 0.12 0.12 100.00
400.00 0.12 0.12 0.00 0.26 0.12 0.15 100.00
410.00 0.14 0.14 0.00 0.30 0.15 0.15 100.00
420.00 0.15 0.15 0.00 0.31 0.15 0.16 100.00
430.00 0.16 0.16 0.00 0.34 0.16 0.18 100.00
440.00 0.18 0.18 0.00 0.37 0.18 0.20 100.00
450.00 0.19 0.19 0.00 0.39 0.20 0.20 100.00
460.00 0.20 0.20 0.00 0.62 0.20 0.42 100.00
470.00 0.42 0.42 0.12 1.08 0.30 0.78 100.06
480.00 0.53 0.53 0.44 1.53 0.34 1.19 100.20
490.00 0.55 0.55 0.80 1.78 0.38 1.39 100.34
500.00 0.43 0.43 0.99 1.74 0.41 1.34 100.41
510.00 0.33 0.33 0.94 1.61 0.40 1.21 100.39
520.00 0.35 0.35 0.82 1.43 0.39 1.05 100.35
530.00 0.26 0.26 0.68 1.19 0.37 0.82 100.29
540.00 0.26 0.26 0.48 0.97 0.35 0.62 100.21
550.00 0.23 0.23 0.30 0.74 0.32 0.42 100.14
560.00 0.21 0.21 0.13 0.52 0.30 0.22 100.06
570.00 0.18 0.18 0.00 0.37 0.22 0.15 100.00
580.00 0.18 0.18 0.00 0.35 0.15 0.20 100.00
590.00 0.17 0.17 0.00 0.33 0.20 0.13 100.00
600.00 0.16 0.16 0.00 0.32 0.13 0.20 100.00
610.00 0.16 0.16 0.00 0.31 0.20 0.12 100.00
620.00 0.15 0.15 0.00 0.30 0.12 0.18 100.00
630.00 0.14 0.14 0.00 0.29 0.18 0.11 100.00
640.00 0.15 0.15 0.00 0.28 0.11 0.17 100.00
650.00 0.14 0.14 0.00 0.27 0.17 0.10 100.00
660.00 0.13 0.13 0.00 0.27 0.10 0.17 100.00
670.00 0.13 0.13 0.00 0.26 0.17 0.09 100.00
680.00 0.13 0.13 0.00 0.26 0.09 0.16 100.00
690.00 0.13 0.13 0.00 0.25 0.16 0.09 100.00
700.00 0.13 0.13 0.00 0.25 0.09 0.16 100.00
710.00 0.12 0.12 0.00 0.24 0.16 0.09 100.00
720.00 0.12 0.12 0.00 0.24 0.09 0.16 100.00
730.00 0.12 0.12 0.00 0.24 0.16 0.08 100.00
740.00 0.12 0.12 0.00 0.23 0.08 0.15 100.00
750.00 0.12 0.12 0.00 0.23 0.15 0.08 100.00
760.00 0.12 0.12 0.00 0.23 0.08 0.15 100.00
770.00 0.11 0.11 0.00 0.22 0.15 0.07 100.00
780.00 0.11 0.11 0.00 0.22 0.07 0.15 100.00
790.00 0.11 0.11 0.00 0.22 0.15 0.07 100.00
800.00 0.11 0.11 0.00 0.22 0.07 0.15 100.00
810.00 0.11 0.11 0.00 0.22 0.15 0.07 100.00
820.00 0.11 0.11 0.00 0.22 0.07 0.14 100.00
830.00 0.11 0.11 0.00 0.21 0.14 0.07 100.00
840.00 0.11 0.11 0.00 0.21 0.07 0.14 100.00
850.00 0.11 0.11 0.00 0.21 0.14 0.07 100.00
860.00 0.10 0.10 0.00 0.21 0.07 0.14 100.00
870.00 0.10 0.10 0.00 0.21 0.14 0.07 100.00
880.00 0.10 0.10 0.00 0.21 0.07 0.14 100.00
890.00 0.10 0.10 0.00 0.20 0.14 0.06 100.00
900.00 0.10 0.10 0.00 0.20 0.06 0.14 100.00
5
910.00 0.10 0.10 0.00 0.20 0.14 0.06 100.00
920.00 0.10 0.10 0.00 0.20 0.06 0.14 100.00
930.00 0.10 0.10 0.00 0.20 0.14 0.06 100.00
940.00 0.10 0.10 0.00 0.20 0.06 0.13 100.00
950.00 0.10 0.10 0.00 0.19 0.13 0.06 100.00
960.00 0.09 0.09 0.00 0.19 0.06 0.13 100.00
970.00 0.09 0.09 0.00 0.19 0.13 0.06 100.00
980.00 0.09 0.09 0.00 0.19 0.06 0.13 100.00
990.00 0.09 0.09 0.00 0.19 0.13 0.06 100.00
1000.00 0.09 0.09 0.00 0.19 0.06 0.13 100.00
1010.00 0.09 0.09 0.00 0.19 0.13 0.06 100.00
1020.00 0.09 0.09 0.00 0.19 0.06 0.13 100.00
1030.00 0.09 0.09 0.00 0.18 0.13 0.05 100.00
1040.00 0.09 0.09 0.00 0.18 0.05 0.12 100.00
1050.00 0.09 0.09 0.00 0.18 0.12 0.05 100.00
1060.00 0.09 0.09 0.00 0.18 0.05 0.12 100.00
1070.00 0.09 0.09 0.00 0.18 0.12 0.05 100.00
1080.00 0.09 0.09 0.00 0.18 0.05 0.12 100.00
1090.00 0.09 0.09 0.00 0.17 0.12 0.05 100.00
1100.00 0.08 0.08 0.00 0.17 0.05 0.12 100.00
1110.00 0.08 0.08 0.00 0.17 0.12 0.05 100.00
1120.00 0.08 0.08 0.00 0.16 0.05 0.12 100.00
1130.00 0.08 0.08 0.00 0.16 0.12 0.05 100.00
1140.00 0.08 0.08 0.00 0.16 0.05 0.12 100.00
1150.00 0.08 0.08 0.00 0.16 0.12 0.04 100.00
1160.00 0.08 0.08 0.00 0.16 0.04 0.11 100.00
1170.00 0.08 0.08 0.00 0.15 0.11 0.04 100.00
1180.00 0.08 0.08 0.00 0.15 0.04 0.11 100.00
1190.00 0.08 0.08 0.00 0.15 0.11 0.04 100.00
1200.00 0.08 0.08 0.00 0.15 0.04 0.11 100.00
1210.00 0.08 0.08 0.00 0.15 0.11 0.04 100.00
1220.00 0.08 0.08 0.00 0.15 0.04 0.11 100.00
1230.00 0.08 0.08 0.00 0.15 0.11 0.04 100.00
1240.00 0.08 0.08 0.00 0.15 0.04 0.11 100.00
1250.00 0.08 0.08 0.00 0.15 0.11 0.04 100.00
1260.00 0.08 0.08 0.00 0.15 0.04 0.11 100.00
1270.00 0.08 0.08 0.00 0.15 0.11 0.04 100.00
1280.00 0.08 0.08 0.00 0.15 0.04 0.11 100.00
1290.00 0.08 0.08 0.00 0.15 0.11 0.04 100.00
1300.00 0.08 0.08 0.00 0.15 0.04 0.11 100.00
1310.00 0.08 0.08 0.00 0.15 0.11 0.04 100.00
1320.00 0.08 0.08 0.00 0.15 0.04 0.11 100.00
1330.00 0.08 0.08 0.00 0.15 0.11 0.04 100.00
1340.00 0.07 0.07 0.00 0.14 0.04 0.11 100.00
1350.00 0.07 0.07 0.00 0.14 0.11 0.03 100.00
1360.00 0.07 0.07 0.00 0.14 0.03 0.11 100.00
1370.00 0.07 0.07 0.00 0.14 0.11 0.03 100.00
1380.00 0.07 0.07 0.00 0.14 0.03 0.11 100.00
1390.00 0.07 0.07 0.00 0.14 0.11 0.03 100.00
1400.00 0.07 0.07 0.00 0.14 0.03 0.11 100.00
1410.00 0.07 0.07 0.00 0.14 0.11 0.03 100.00
1420.00 0.07 0.07 0.00 0.14 0.03 0.11 100.00
1430.00 0.07 0.07 0.00 0.14 0.11 0.03 100.00
1440.00 0.07 0.07 0.00 0.14 0.03 0.11 100.00
1450.00 0.07 0.07 0.00 0.10 0.11 0.00 100.00
1460.00 0.03 0.03 0.00 0.05 0.00 0.05 100.00
1470.00 0.02 0.02 0.00 0.02 0.05 0.00 100.00
1480.00 0.01 0.01 0.00 0.01 0.00 0.01 100.00
1490.00 0.00 0.00 0.00 0.01 0.01 0.00 100.00
1500.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00
1510.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00
1520.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00
1530.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00
1540.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00
2 yr Match Q: 0.0382 cfs Peak Out Q: 0.1686 cfs -Peak Stg: 100.00 ft -Active Vol: 0.05 cf
100 yr Match Q: 0.4197 cfs Peak Out ~: 0.4064 cfs -Peak Stg: 100.41 ft -Active Vol: 296.33 cf
Running E:\C&C Projects\Lee Orchard\Rp-001 Report.pgm on Monday, April 21, 2003
Summary Report of all RLPooI Data
Required Imput
Project Precips
[2 yr] 2.80 in
[5 yr] 3.75 in
[10 yr] 4.35 in
[25 yr] 5.10 in
[100 yr] 6.51 in
[6-month] 1.79 in
BASLIST2
[B-001 ]Using [TYPE1 A] As [2 yr]
[B-001] Using [TYPEIA] As [100 yr]
[B-002] Using [TYPE1 A] As [2 yr]
[B-002] Using [TYPE1 A] As [100 yr]
LSTEND
BasinlD Peak Q Peak T Peak Vol Area Method Raintype Event
------- (cfs) (hrs) (ac-ft) ac /Loss
B-001 0.0764 8.17 0.0428 0.52 SBUH/SCS TYPEIA 2 yr
B-001 0.4197 8.00 0.1747 0.52 SBUFUSCS TYPEIA 100 yr
B-002 0.1681 8.00 0.0692 0.52 SBUH/SCS TYPEIA 2yr
B-002 0.5528 8.00 0.2121 0.52 SBUH/SCS TYPEIA 100 yr
BASLIST [TYPE1 A] AS [2 yr] DETAILED
[B-001] [B-002]
LSTEND
Predeveloped
Drainage Area: B-001
Hyd Method: SBUH Hyd
Peak Factor: 484.00
Storm Dur 24.00 hrs
Area CN
Pervious 0.5200 ac 78.00
Impervious 0.0000 ac 0.00
Total 0.5200 ac
Supporting Data:
Pervious CN Data:
Prototype subarea 78.00
Pervious TC Data:
Flow type: Description:
Sheet Sheet flow across lawns
Developed
Drainage Area: B-002
Hyd Method: SBUH Hyd
Peak Factor: 484.00
Storm Dur 24.00 hrs
Area CN
Pervious 0.3200 ac 78.00
Impervious 0.2000 ac 98.00
Total 0.5200 ac
Supporting Data:
Loss Method: SCS CN Number
SCS Abs: 0.20
TC
0.28 hrs
0.00 hrs
0.5200 ac
Length: Slope: Coeff:
125.00 ft 1.00% 0.1500
Loss Method: SCS CN Number
SCS Abs: 0.20
TC
0.25 hrs
0.01 hrs
Travel Time
16.52 min
Pervious CN Data:
Prototype subarea 78.00
Impervious CN Data:
Parking area 98.00
Pervious TC Data:
Flow type: Description:
Sheet across lawns
Impervious TC Data:
Flow type: Description:
Sheet
HYDLIST SUMMARY
[2-yr out] [100-yr out]
LSTEND
HydID Peak Q Peak T
------- (cfs) (hrs)
2-yr out 0.17 8.00
100-yr out 0.41 8.17
STORLIST
[P-001]
LSTEND
Pond Design
Node ID: P-001
Desc: Manhole structure
Start EI: 100.0000 ft
Contrib Basin:
Length ss1 ss2
100.0000 ft 4.OOh:1 v 4.OOh:1 v
DISCHLIST
[D-001 ]
LSTEND
0.3200 ac
0.2000 ac
Length: Slope: Coeff: Travel Time
79.00 ft 0.50% 0.1500 15.10 min
Length: Slope: Coeff: Travel Time
32.00 ft 1.00% 0.0110 0.69 min
Peak Vol Cont Area
(ac-ft) (ac)
0.0692 0.5200
0.2122 0.5200
Max EI: 101.0000 ft
Contrib Hyd:
Width ss3
6.0000 ft 4.OOh:1 v
Control Structure ID: D-001 -Infiltration control structure
Descrip: Multiple Orifice
Start EI Max EI Increment
100.0000 ft 105.0000 ft 0.10
Infil: 20.00 in/hr Multiplier: 1.00
ss4
4.OOh:1 v
~ a
Appendix B
Vicinity Map and Drawings
L~
VICINITY__MAP
pry},pia iisgwly
os acey ~
Twnw~er ~ St w' y 9kade ~
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-_
T,a_w_io 50~
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r,nn TL+nT i n/+A TTAN
-~--- ~ ----~ I/- ~
/
I I
I Larry Attwood
536 Golson Rd SE /
I
\
Larry Attwood
I \ 536 Golson Rd SE
Yeln, Wa 98597 Yeln,
I
I Wa 98597
/
/~
/ \
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\ Fredrick Kolo
I \ ~
/ 1512 Yeln Ave
\ Yeln, Wn 985
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YELM, lIA 98597
~ / / ~
I Young 6 Fra le Dnvls Jr.
I \ / /~ 1506 Yeln~e W \
0 60 1~ PRO.TRC7' SITE ~ \Yeln, Wn 6597 /
Lee Drchard \/ ~ /
I 14845 SE Yeln Hwy J J( /
,~ ~~~ Yeln, WA 98597 ,~\N` /
3D 90 ~ / ~ \ /
I / ~~ / Joseph R Patrkin Cnndlotta ~ /
/ ~ / 3 Ponce De Leon Terrace SW
I Tocona, Wn 98499
~ ^~~\\\
I / ~~ Jnnes Kitchen /
School District #2 ~ ~ PD Box 669 ~\
PD Box 476 ~ / Rainier, Wn 98576 / \
Yeln, Vn 98597 \
/ / \ /
I
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PD Box 869 _
/ / Ralnler, Wa 98576 /
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Appendix C
Facility Summary Form
~C
THURSTON REGION
FACII.TTY SUMMARY FORM
Complete one (1) for each facility (detention/retention, coalescing plate filter, etc.) on the project site. Attach 8 112 x 11
sketch showing location of facility.
Proponent's Facility Name or Identifier (e. g., Pond AJ: Lee Orchard
Name of Road or Street to Access Facility: Yelm Hi h~way
Hearings Examiner Case Number: N/A
Development Rev. Project No./Bldg Permit No.:
Parcel Number: 21724210701
To be completed by -Utility Staff:
Utility Facility Number
Project Number (mun)
Parcel: Number Status, (num, lch),
0, Known; 1, Public; 2 Unknown; 3, Unassigned.
Basin and Subbasin: (num, 6ch),
(2ch for basin, 2ch for subbasin, 2ch for future)
Responsible jurisdiction: (alpha, lch)
Part I -Project Name and Proponent
Project Name: Lee Orchard -Motorcycle Shop & Repair
Project owner: Lee OTChard
Project Contact:
Address:
Phone:
Bill Turner
PO Box 476 Tenino, WA 98589
360 -438 - 0301
Project Proponent: (if different)
Address:
Phone:
Project Engineer: B111 Turner
Firm: C&C EnQineerinA Phone: 360 - 438 - 0301
Page G - 2
Part 2--- Project Location
Section 24
Township
Range
Names and Addresses of Adjacent Property Owners:
See Attached Sheet.
Part 3 - Type of Permit Application
Type of permit (e.g., Commercial Bldg):
Other Permits (circle)
DOF/W HPA
COE Wetlands
FEMA
Shoreline Mgmt
Encroachment
NPDES
Other
Si[e Plan Review
Grading X
Other Agencies (Federal, State, Local, etc.) that have had or will review this Drainage Erosion Control
Plan:
N/A
Page G - 3
Part 4 -Proposed Project Description
What stream basin is this project in (e.g., Percival, Woodland):
Project Size, acres
Zoning:
Onsite:
Residential Subdivision:-
Number of Lots:
Lot size (average), acres:
Building PormitlCommorcial Plat:
Building(s) Footprint, acres:
Concrete Paving, acres:
Gravel Surface, acres:
Lattice Block Paving, acres:
Public Roads (including gravel shoulder), acres:
Private Roads (including gravel shoulder), acres:
Onsite Impervious Surface Total, acres:
Pan S -Pro-Developed Project site Ch&r&ct&risties
Stream through Site, y/n: NO
Nisqually River
1.05 Acres
Commercial
0.08 Acres
0.2 Acres
0.28Acres
Name: N/A
DNR Type: N/A
Type of feature this facility discharges to (i.e., Lake, stream, intermittent stream, pothole, roadside ditch, sheetflow to adjacent private property,
etc.):
Ground infiltration
Swales, Ravines, y/n: YeS
Stoop slopes, (steeper than I S%) y/n: NO
Erosion hazard, y/n: NO
100 yr. Floodplain, y/n: NO
Lakes or Wetlands, y/n: No
Seeps/Springs, y/n: No
High Groundwater Table, y/n: NO
Wellhead Protection or Aquifer
Sensitive Area, y/n:
No
Page G - 4
Part 6 -Facility Descriytio
Total Area Tributary to Facility Including Offsite (acres):
Total Onsite Area Tributary to Facility (acres):
Design Impervious Area Tributary to Facility (acres):
Design Landscaped Area Tributary to Facility (acres):
Design Total Tributary Area to Facility (acres):
Enter a one (I) for the type of facility:
Wet pond detention
Wet pond water surface area, acres
Dry pond detention
Underground detention
Infiltration pond
Dry well infiltration
Coalescing plate separator
Centrifuge separator
Other
Outlet type (Enter a one (1) for each type present)
Filter
Oil water separator
Single orifice
Multiple orifice
Weir
Spillway
Pump(s)
Other (Infiltration Into Ground)
Part 7 -Release to Groundwater
Design Percolation Rare To Groundwater (if applicable)
0.28 Acres
0.28 Acres
0.2 Acres
0.32 Acres
0.4 Acres
20.0 inch hour
Page G - 5
Property Owners within 300-feet of project site.
William J. Barrett
14308 148` Ave Se
Yelm, WA 98597
Larry E. Attwood
536 Golson Road SE
Yelm, WA 98597
Frederick L. Kolilis II
1512 W Yelm Ave
Yelm, WA 98597
Young C. & Frankie Davis Jr.
1506 Yelm Ave W
Yelm, WA 98597
Joseph & Patricia Candiotta
3 Ponce De Leon Terrace SW
Tacoma, WA 98499
James C. Kitchen
PO Box 869
Rainier, WA 98576
Ben K. & Susan T. Charles
1318 Yelm Ave W
Yelm, WA 98597
Prairie Run Associates
6604 Martin Way E
Olympia, WA 98516
Janice D. Diedrich
PO Box 879
Yelm, WA 98597
School District #2
PO Box 476
Yelm, WA 98597
E-7
RPR-21-2003 10 49 TRANSNATION TITLE P.02i1~2
AFTER RECORDING 1MAIl TO:
Tk[URSTON COUNTY T1TL1; CO.
105 E. 817.1
otnvfPlq, wA 9eso1
NUR5TpN tpUMY TITLE CO.
Esrxow No.: opt I307a
Statutory Warranty Deed
7'SE GRANTOR J. O. ALT, , a slnpte man now at all times sf ncc
September 29,1998 for and m conside-s-tiou of Ten iJOllara and other valuable conshlvatlon in hand paid,
conveys and warrants to DANIEL it- I.oNGMiRE, : taogk man the following described real estate, aitnaled
in the County of Thurston, Stare of WasltingmrL
Parcel l of Short Sabdfr~sion No. SS.Ol3g. ,s rGCO,ded Juno 13,1979, under Auditor's File No. 939156.
SU$JECI' TO covenants, conditions, i<ahictiplty, reseryati0n6, easements and agrcCiNeuts of record, if any.
Assessor's Property Tax parcel A~ortns Nuraber(s)_ 217-24-2J0701(I70)
Dared this ldt6 day aCMareh, 2000,
~ +., '~
J. O. ALT
N~~M
STATE OF WA$FiQVGTON 1 N4TgRY ' °~-~s
COUNTY OF Thurston j ~ ~~QF PU~L~(~
J!~NM1H~q'~Fl/ING`f01V
I certify that 1 know or have satisfactpry evi ~ n who appeared before rne,
and said person ackaowledged that lle signori this in9<itmrenr an to be hfs free and voluntary
act for the uses and purposes mentioned in this instrument.
1>aua: March 13, 2eoo LL
i?7:. iJi r1C11~FT ,,~~Il,(I l 1. I4 .~~. ~ ~I ~) y~ ~
~ N~~ ~ ~, ~.. Annette M. Reines V -'~"
•~ ''-- `~ • f~~ Notary Public in and for rile State of Washin ton
STr~7E (1F c • ~ ~.~• ~ ~(t' ` Residing at Olympia g
caulMt~:-.
.+ My apptrintment expires:ll-09-02
rss v~ron FaMSOOO~wa ~~ lomros LPI3-IO
it ~ ~~ t
03/18/2BA6 BE ~ 3BP
11Mrstan C0~ i0i
Real Estatr Extisa tart e+~d -I.~saa...-~
Receipt no. 7741 Date ~ Q~
A in Nuns, Thurr;ton Co., Treas.
BY w ,-Deputy
eo
e.~
O
O
w
of
ar
TOTAL P.02