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6107 BERKSHIRE DR SEPA 016 - 041 Land Use Decision Documents 2025-04-14
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6107 BERKSHIRE DR SEPA 016 - 041 Land Use Decision Documents 2025-04-14
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4/14/2025 7:55:24 AM
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4/3/2025 2:08:38 PM
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Address Document
Street Name
BERKSHIRE DR
Street Number
6107
Tenant Name
SEPA 016 - 041
Address Document Type
Land Use Decision Documents
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THENCE SOUTH 87)17'29" EAST PARALLEL WITH SAID NORTHERLY RIGHT OF WAY MARGIN <br /> 160.00 FEET; <br /> THENCE AT RIGHT ANGLES SOUTH 02`42'31" WEST 79.00 FEET <br /> THENCE SOUTH 87°17'29" EAST PARALLEL WITH SAID NORTHERLY RIGHT OF WAY MARGIN <br /> 11.88 FEET; <br /> THENCE SOUTH 13'59'53" EAST 160.16 FEET <br /> THENCE SOUTH 07°54'37" EAST 45.89 FEET <br /> THENCE SOUTH 03`'12'33" WEST 4.49 FEET TO THE POINT OF BEGINNING. <br /> B. ENVIRONMENTAL ELEMENTS <br /> 1. Earth <br /> a. General description of the site: <br /> (circle one)al rolling,hilly, steep slopes, mountainous, other <br /> b. What is the steepest slope on the site(approximate percent slope)? <br /> 60%(no activity to occur in this area). The steep slope Portion oftho site(southwest cornet)will <br /> have minimal site disturbance and will not be built upon. That portion oldie site will be left in its <br /> natural vegetated state. The building is setback a minimum of 20'from the steep.slope portion of <br /> the site. <br /> c. What general types of soils are found on the site(for example, clay, sand,gravel, peat, <br /> muck)? If you know the classification of agricultural soils,specify them and note any <br /> agricultural land of long-term commercial significance and whether the proposal results in <br /> removing any of these soils. <br /> 10'-27'of gray-brown silty sand loose fill over gravelly silty scuul. Proposal does not result in <br /> remorad of any agricultural soils. <br /> d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, <br /> describe. <br /> !t'u <br /> e. Describe the purpose,type,total area, and approximate quantities and total affected area of <br /> any filling, excavation, and grading proposed. Indicate source of fill. <br /> Earthwork will he limited to excavations for the following, augercast piles and structural grade <br /> beams beneath the building, regrading for the parking area and hioretentiou Bells. Structural <br /> Jill will be required under the ['floor slabs. Approximate cut - 118 cubic yards. Approximate <br /> Jill 848 cubic yards. Fill material will cone front a local gravel pit. <br /> f. Could erosion occur as a result of clearing, construction,or use? If so, generally describe. <br /> SEPA Environmental checklist(WAC 197-11.960) July 2016 Page 3 of 16 <br />
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