01-8290 SPR Approval~~
YELM
WASHINGTON
September 5, 2001
N1r. R. Springer
Lasco Bathware
801 NP Road
Yelm, WA 98597
City of Yelm
105 Yelm Avenue West
P.O. Box 479
Yelm, Washington 98597
(360) 458-3244
Re: Site Plan Approval for Case # SPR-01-8290-YL, Lasco Bathware Loading Docks
Dear Mr. Springer:
The Site Plan Review Committee (SPRC) has completed its review of the above referenced
project. The SPRC finds that your project is consistent with City policy and development
standards provided the following conditions of approval are satisfied.
Pursuant to Chapter 15.49, Integrated Project Review Process, a project which is subject to Site
Pian Approval is a Type II Permit and can be appealed to the City Council. An appeal must be
filed within 14 days of the date of this notice. Site Plan Approval is valid for 18 months from the
date of this letter.
The affected property owners may request a change in property tax valuation from the Thurston
County Tax Assessors Office.
The project is approved subject to the following conditions of approval:
Civil Plan Submission:
The plans submitted for review are inconsistent. For example, the plans included in the storm
drain report are different than the full size site plan. Please submit revised civil plans including
changes required in this letter. After SPRC review and approval of revised civil plans, you may
submit building permit application. All final civil plans, reports, and specifications must be
consistent with 1992 Department of Ecology Stormwater Manual.
The plans and reports must be stamped and signed by a Washington State licensed
professional engineer. The stamped date must not be expired.
The Lasco Bathware Plant is located adjacent to Rhoton Rd. S.E. This site is contributing to the
consistent flooding of Rhoton Rd., between Central Reddi Mix and Lasco Bathware. The City of
Yelm is requesting a meeting with the applicant to discuss the possible solutions to this
recurring problem.
Building Permit Application:
Building plans submitted must be consistent with the 1997 Uniform Building Code. A building
permit application is included.
Civil Engineering Plan Review No. 1, by Jim Gibson, Development Services Engineer:
Please review these comments and address them when you submit your final civil engineering
plans for review. These comments are from your land use application. You are still required to
submit plans for civil engineering review prior to be able to construct this project. If you have
any questions regarding these comments, please call Jim Gibson, Development Services
Engineer, at (360) 458-8438.
1. All plans, reports and calculations need to have a current stamp and signature from a
civil engineer registered in the State of Washington.
2. All information needed by the contractor to construct these improvements needs to be
shown on the civil engineering plans. (i.e. trench sections, vault sections, plan views of
all pipe connections, test pit locations, electrical connection etc.) Please add the
additional information to the plans.
3. Please review section 3-3.6.5 of the 1992 DOE Stormwater manual. This will outline the
requirements for soils investigation. Additional information will be required based on the
manual. The soils investigation needs to be stamped by the civil engineer or the soils
specialist who performed the testing.
4. The infiltration gallery bottom is required to be 36" above the highwater table. The report
says that the highwater table is 72" below grade. Please revise the design to meet this
requirement.
5. The infiltration gallery is required to infiltrate the 100-year design storm. The
calculations appear to use the 10-year design storm. Please clarify or revise the plans
as required.
6. Please show where the roof drains are located, how they are being connected and
where they are being connected to the conveyance system.
7. The oil water separator specified on the plan is actually a grease interceptor. Please
specify another model and type of oil water separator for this project.
8. If the oil water separator is not rated for truck loading than place bollards around the
vault and add a detail to the plans.
9. All pump wiring shall be Class 1, Div 1, intrinsically safe electrical components and
assembly. Please add this note to the plans.
If you have any questions, please do not hesitate to call the Community Development
Department at (360) 458-3835.
Sincerely,
_ _..___ _
i
Tami Merriman
Planning Technician
R:',Community Development\Project Files\SPR Site Plan Review\8290 Lasco Loading Dock`,8290 Approval Itr w conditions.doc