SW3160904_Compliance Inspection Report_20220914

Compliance Inspection Report
Permit: SW3160904 Effective: 11/01/16 Expiration:
Project: Cambridge Village
Owner: Cambridge Denver LLC
County: Lincoln Adress: NC Hwy 16 And NC Hwy 73
Region: Mooresville
City/State/Zip: Denver NC 28037
Contact Person:George Maloomian Title: Phone:[phone]
Directions to Project:
500 If north of intersection of hwy 16&hwy 73 and fronting nc hwy 16 for 99 If.
Type of Project: State Stormwater-General Permit
Drain Areas: 1 -(Forney Creek) (03-08-33)(C)
On-Site Representative(s):
Related Permits:
Inspection Date: 09/14/2022 Entry Time 10:15AM Exit Time: 10:55AM
Primary Inspector: Matthew J Gigante Phone:[phone]
Secondary Inspector(s): .
Reason for Inspection: Complaint Inspection Type: Compliance Evaluation
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant E Not Compliant
Question Areas:
State Stormwater
(See attachment summary)
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Permit: SW3160904 Owner-Project: Cambridge Denver LLC
Inspection Date: 09/14/2022 Inspection Type Compliance Evaluation Reason for Visit: Complaint
Inspection Summary:
A seepage hole approximately 3 -4 inches deep was present at the west corner of the retaining wall. Wetness
on Baxley lane was identified during the inspection as being caused by the seepage hole due to dry toe drains
and the distance from inactive sprinkler systems. The wetness on Baxley Lane was accompanied by algae and
a small amount of sediment indicating extended periods of wetness in the street.
Erosion was present at the end of the level spreader and consisted of a single scour measuring 2-3 feet in
length and about 6 inches deep. A portion of the gravel pad for the level spreader has washed away.
The skimmer should be removed from the basin's riser as it is no longer needed.
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? ❑ ■ ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or ❑ ❑ ❑
provided to DWQ upon request?
Comment: A seepage hole approximately 3-4 inches deal)was present at the west corner of the retaining
wall. Wetness on Baxley lane was identified during the inspection as being caused by the
seepage hole due to dry toe drains and the distance from inactive sprinkler systems. The
wetness on Baxley Lane was accompanied by algae and a small amount of sediment indicating
extended periods of wetness in the street.
Erosion was present at the end of the level spreader and consisted of a single scour measuring
2-3 feet in length and about 6 inches deep. A portion of the gravel pad for the level spreader
has washed away.
The skimmer should be removed from the basin's riser as it is no longer needed.
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