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4214 FEDERAL AVE 2018-01-02 MF Import
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4214 FEDERAL AVE 2018-01-02 MF Import
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Last modified
2/4/2022 3:52:18 PM
Creation date
2/10/2017 4:33:45 PM
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Address Document
Street Name
FEDERAL AVE
Street Number
4214
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August 1, 2008 <br />File No. 087-4 <br />Peters Residence <br />Page 6 <br />the current building foot print. The top of the subject slope lies 34 feet south of the addition site <br />at its nearest point. Taking into account a foundation embedment of about 7 feet below existing <br />grade and a measured slope declivity of 37 degrees, an effective foundation setback of 43 feet <br />from the slope surface is indicated for the planned addition, (see Figure 2). In my opinion, this <br />dimension allows for potential slope regression, and for uncertainties related to significant <br />seismic events during the design life of the structure. <br />Temporary Erosion Control <br />Surface grade in the dwelling and planner) addition area is generally flat lying or slopes very <br />slightly toward the north. Potential for erosion and transportation of sediments over <br />landscaping and onto streets or adjacent properties is expected to be low due to the limited <br />area of ground disturbance. To eliminate this minor risk, temporary erosion control should be <br />established during construction activities. Control should include placement of silt fences <br />around the addition site. Fence locations should allow for working access and space for men <br />and equipment. All open excavations and soil stock piles should lie within the silt fenced area. <br />r In addition, soil stock piles should be covered with plastic sheeting. Care should be taken not <br />i to track soil from the construction site onto adjacent city streets. <br />Permanent Erosion Control <br />I anticipate that upon completion of construction and re-establishment of permanent <br />landscaping, the potential for erosion should be unchanged from the pre -construction condition, <br />(which is judged to be low). Only a minor change in total Impervious surface is anticipated, and <br />the current arrangement for surface water control should remain effective. I recommend that <br />roof runoff from the addition be directed toward the north, away from the south slope area. <br />LIMITATIONS <br />This report has been prepared for the exclusive use of Pete and Penny Peters and their agents <br />for the construction of a new addition on their home. The observations and opinions expressed <br />herein are based on a limited scope of work, an understood site history, and interpretation of <br />site conditions as they presently exist. Within the limitation of scope, schedule and budget for <br />my work, I warrant that my work has been done in accordance with generally accepted <br />practices followed in this area at the time this report was prepared. No other warranty, <br />expressed or implied, is made. <br />
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