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11102 EVERGREEN WAY 2018-01-01 MF Import
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11102 EVERGREEN WAY 2018-01-01 MF Import
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Last modified
11/2/2018 7:37:56 AM
Creation date
2/10/2017 10:38:05 AM
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Address Document
Street Name
EVERGREEN WAY
Street Number
11102
Imported From Microfiche
Yes
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MEMORAND[JM <br /> TO: Gordon Witcher <br /> FROM: Jane Zimmerman <br /> DATE: February 22, 1993 <br /> SUBJErT: Washington Credit Union Plan Review <br /> The departments of Fish and Wildlife must be contacted by <br /> the applicant to determine whether or not an Hydraulic <br /> Projec:t Ap�reval (HPA) is required for this site due to its <br /> location w:ithin the Swamp Creek drainage basin. A copy of � <br /> � the HPA, or. a letter stating that an HPA is not required, <br /> must be submitted with the next set of plans for review. <br /> All wetland areas on the site must be identified on the <br /> plans. Appropriate buffers must be assigned and shown. <br /> Steve Stanley of the Planning Department needs to verify the <br /> presence or absence of wetlands on the site. <br /> It does not appear ae though the access road has been taken <br /> into account with regard to detention calculations for this <br /> site. Any changes in land cover made in conjunction with <br /> this project must be accounted for in detention calculations <br /> and an appropriate detention system must be designed to <br /> detain all stormwater runoff from altered areas. <br /> If the total amount of paved surface created in conjunction <br /> with this site, including the access road, is greater than <br /> or equal to i0,000 square feet, treatment of stormwater <br /> runoff from paved areas will be required. Infiltration of <br /> the runoff from the 2 year, 24 hour storm, a wetpond, or a <br /> baffle-type oil/water separator in series with a vegetated <br /> swale will be required. These facilities must be designed <br /> and constructed per City standards. If infiltration is <br /> chosen, the applicant should contact me regarding current <br /> infiltration system design and construction techniques. <br /> Runoff from the site must be discharged at the naturally <br /> occurring discharge location. This location appears to be <br /> to the southwest portion of the site, into the area <br /> designated as existing drainage flow, just north of 112th <br /> and along the western side of the access road. <br /> A drainage system for the access drive does not appear to <br /> have been provided. If the swale, located along its north <br /> and west sides, is the drainage system, much more detail � <br /> must be given, regarding its slope, cross-section, planting, <br /> eta. <br />
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