SAMPLE Construction Storm Water Pollution Prevention Plan

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2.0 SWPPP COORDINATOR AND DUTIESThe construction site SWPPP coordinator for the facility is Mr. Jack Smith (phone number: (301) 555-6434) with Capital Construction, Inc. (general contractor). Mr. Smith’s duties include the following:Implement the SWPPP plan with the aid of the SWPPP team;Oversee maintenance practices identified as BMPs in the SWPPP;Implement and oversee employee training;• Conduct or provide for inspection and monitoring activities;Identify other potential pollutant sources and make sure they are added to theplan;• Identify any deficiencies in the SWPPP and make sure they are corrected; andEnsure that any changes in construction plans are addressed in the SWPPP.To aid in the implementation of the SWPPP plan, the members of the SWPPP team are Tom Johnsonand Mike Carter. Tom Johnson will ensure that all housekeeping and monitoring procedures areimplemented, while Mike Carter will ensure the integrity of the structural BMPs.3.0 FACILITY DESCRIPTION3-1
3.1 Site LocationThe construction site is located at 1200 Towne Ter Road in Suitland District Heights, Maryland.Figure 1 is an area map showing the location of the site. The facility is a 32.1-acre parcel located inSection 30, Township 7N, Range 21 East. The facility is bound to the north by a wooded area, to thewest by Old Mill Stream, to the south by Towne Ter Road, and to the east by residential property.3.2 Construction TypeCapital Construction is planning to build a manufacturing facility for Magerr’s Quality Circuits, Inc. Thefacility will consist of a single building that will house offices and manufacturing operations, a drive andparking area, and a loading/receiving dock. Two storm system inlets will be placed in the front parkingarea and two storm system inlets will be placed in the loading dock area to collect and convey stormwater to a proposed sedimentation basin. Roof drains on the building will convey storm water to thestorm system inlets for eventual discharge to the proposed sedimentation basin. Capital Constructionand their various subcontractors will be on site from approximately 7 AM until 5 PM, five days perweek. Clearing and grading, construction of the building and parking areas, and site landscaping isexpected to be complete with 10 months following ground breaking.3.3 Existing Site ConditionsThe 32.1 acre property is currently a mix of heavy wooded areas and grassy, open swales. Theproperty slopes from east to west toward the Old Mill Stream, an intermittent dry stream bed. Topsoils range from a silty-sand on the east side of the property to a heavy loam on the west nearest theintermittent dry stream bed. Surface waters which do not infiltrate the soils, migrateto Old Mill Stream which ultimately discharges to Cabin Branch Creek. Cabin Branch Creekdischarges into Beaver Dam Creek approximately 2-miles downstream, which in turn, empties3-2
Page 8 and 9: SiteLocationFigure 1. Facility Loca
Page 11 and 12: storm system inlets before discharg
Page 13 and 14: 4.0 IDENTIFICATION OF POTENTIAL STO
Page 15 and 16: Table 3Locations of Potential Sourc
Page 17 and 18: from the sedimentation basin and a
Page 19 and 20: Influent points to the sedimentatio
Page 21 and 22: • Any asphalt substances used ons
Page 23 and 24: After the entire site is stabilized
Page 25 and 26: If construction activities or desig
Page 27 and 28: Contractor Certification (Capital C
Page 29 and 30: Magerr’s Quality CircuitsStorm Wa
Page 31 and 32: To be performed by:On or before:A-3
Page 33 and 34: A-4

SAMPLE Construction Storm Water Pollution Prevention Plan

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