HomeMy WebLinkAbout4331 N CENTER ST MOORES FERRY PHASE III 10-3-08.PDFSEDIMENTATION INSPECTION REPORT
CATAWBA COUNTY UTILITIES & ENGINEERING DEPARTMENT
PO Box 389, Newton, NC 28658
(828) 465-8161 FAX (828) 465-8392
Project Moore's Ferry Subdivision Project Number EVO2008-00209
Person Financially Responsible Moores Ferry Associates LLC
Address PO Box 2610 Hickory, NC 28603
1. Project Location 4331 N Center St Hickory, NC 28601 Pictures: Prints Slides Digital Video
2. Weather and Soil Conditions Cool, damp in spots
3. Is site currently under notice of violation? Yes No If no, check violations below:
5. Violations (refer to Catawba County Local Ordinance Chapter 31):
a. No approved plan g. Inadequate buffer zone
b. Failure to follow approved plan h. Graded slopes and fills too steep
c. Failure to submit revised plan i. Unprotected exposed slopes
d. Failure to provide adequate groundcover j. Failure to maintain erosion control measures
e. Insufficient measures to retain sediment on site k. Other (describe): Newly installed catch basins need prtection
around them
f. Failure to take all reasonable measures
6. Phase of Grading
a. rough grading complete b. final grading complete
Description:
7. Potential NPDES Permit violation? Yes No Describe
8. Has sedimentation damage occurred? Yes If yes, where? (check all that apply) No
Lake/natural watercourse on the tract Lake/natural watercourse off the tract Other property Road/walkway
Description:
Degree of damage: Slight Moderate Severe
9. Contact made with (name)David Robertson Title Supervisor
Inspection report given or sent to Person Financially Responsible. Date given/sent: 10-6-08
10. Corrective actions needed: The back side of the slope of the cul de sac at TST#3 needs to be stabalized and all newly installed
catch basins need protection and make sure as the catch basins are installed they have protection around them at the end of each
work day.
11. Comments:
Report by: Kim Sue Others present:
Date of inspection: 10-3-08 Time arriving at site: 1:00 Time leaving site: 1:30
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