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4800 DOGWOOD DR 2022-02-28
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4800 DOGWOOD DR 2022-02-28
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2/28/2022 9:31:47 AM
Creation date
7/12/2021 11:36:26 AM
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Address Document
Street Name
DOGWOOD DR
Street Number
4800
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• <br /> View Ridge Comm. Church Add. <br /> Element# 10: Control De-Watering <br />• De-watering of the site is not expected. If dewatering of the site is needed, all groundwater <br /> removed pumped and discharged through a filtering sock and drain into interceptor <br /> trenches on site and/or hauled to a City approved site. <br /> Element# 11: Maintain BMP's <br />• All Temporary Erosion and Sedimentation Control (TESC) devices and equipment will be <br /> inspected and maintained on a weekly basis if not sooner, based on storm events <br /> contributing to runoff. When construction is complete and the site is stabilized, any <br /> existing sediment will be removed and stabilized onsite. <br /> Element# 12: Manage the Project <br />• A general construction manager will manage the project for or by the owners. The <br /> construction manager shall maintain all of the above items in order to minimize sediment <br /> transport and turbid water leaving the site. His job will entail continual observation of the <br /> grading operations to ensure minimal effects to adjacent properties and offsite waterways. <br />• Element# 13: Protect On-Site Stormwater Management BMPs <br /> On-site stormwater BMPs primarily consist of dispersion BMPs and soil amendments. <br /> Future dispersion areas and soil amendment areas will be protected against compaction <br /> where feasible. <br />• Minimal Requirement# 3: Water Pollution Source Control <br /> All proposed development is commercial construction consisting mainly of non-pollution <br /> generating runoff and parking lot pavement. No chemical or industrial type of water <br /> pollution is expected from this project. <br />• <br /> Minimum Requirement # 4: Preservation of Natural Drainage Systems and <br /> Outfalls, and provisions of off-site mitigation <br /> No changes to the existing drainage systems and outfalls are proposed with this <br /> development. Proposed runoff from the project is to drain into the existing drainage course. <br />• <br /> Minimum Requirement #5 On-Site Storm Water Management <br /> Due to the project proposing less than 5,000 sf. of new/replaced hard surfaces, only <br /> Minimum Requirements#1 through#5 must be met. The project must meet either utilize <br />• the Low Impact Development Performance Standard or List#1 in section 2.5.5 of Volume <br /> I of the manual. This project has chosen to fulfill the requirements of List#1.. Refer to <br /> feasibility list below for appropriate BMP selection or infeasibility description: <br /> Lawn and landscaped areas: <br />• • Post-Construction Soil Quality and Depth in accordance with BMP T5.13 in <br /> Chapter 5 of Volume V. <br />• WESTERN ENGINEERS,INC. 11 PROJECT:17-1619-A <br />
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