HomeMy WebLinkAboutSW8060213_COMPLIANCE_20100225STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW'�5
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD
Compliance Inspection Report
Permit: SW8060213 Effective: 03/14/06 Expiration: 03/14/16 Owner: La Costa Development Corp
Project: La Costa Bay
County: Onslow New River Inlet Rd
Region: Wilmington
Topsail Beach NC 28445
Contact Person: Mark S Evans Title: Phone: 910-686-9320
Directions to Project:
Approx. 3.2 miles north from where SR 1568 (new River Inlet Rd) intersects Hwy 210 in North Topsail Beach, NC
Type of Project: State Stormwater - High Density State Stormwater - Infiltration System
Drain Areas: 1 - (Intracoastal Waterway) (03-05-02 ) ( SA;ORW)
2 - (Intracoastal Waterway) (03-05-02 ) ( SA;ORW)
On -Site Representative(s):
Related Permits:
Inspection Date: 02/25/2010 Entry Time: 01:30 PM
Primary inspector: David W Cox
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: Q Compliant ❑ Not Compliant
Question Areas:
® State Stormwater
(See attachment summary)
Exit Time: 01:40 PM
Phone: 910-796-7215
Inspection Type: Compliance Evaluation
Page: 1
Permit: SW8060213 Owner • Project: La Costa Development Corp
Inspection Date: 0212512010 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Site not constructed as of 02/2512010.
File Review
Is the permit active?
Signed copy of the Engineer's certification is in the file?
Signed copy of the Operation & Maintenance Agreement is in the file?
Copy of the recorded deed restrictions is in the file?
Comment:
Are the SW measures constructed as per the approved plans?
Are the inlets located per the approved plans?
Are the outlet structures located per the approved plans?
Comment:
Built Upon Area
Is the site BUA constructed as per the permit and approval plans?
Is the drainage area as per the permit and approved plans?
Is the BUA (as permitted) graded such that the runoff drains to the system?
Comment:
Yes No NA NE
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Yes No NA N>
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?peration 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 Cl ❑ ■ ❑
upon request?
Comment:
Page: 2
:
,v s
INFILTRATION SITE VISIT REdUEST
Name of the Project:_ L o, �,o S-T o ,-1 . 5AY
Location (attach a clear: vicinity'.map)-
Streeta ress,num number., community, a Directions from the nearest maJor intersection:: - „Y; , �;}gcr n t J l5 (o
oraj.S SC it - Q_ �abG --
Owner/Applicant Name -
Consultant Name:..
Consultant Contact Information: MA rd,9ZvAG�CiM CAP. Cc
Phone, fax email, etc.-- -
i
#.1.. #2 #3 * . #4 #5 #6 #7 #8
Existing ground elev. @basi �trench� �j .
Bottom Elev. of infiltration basin/trench= F1 6
Existing ground minus bottom elev_= i..
Add .2' � is � tiara)= 1
Date/Time of Soils, Ihvestigation : UVeIn,25d 9 J , (Vrlq
Summarize results of Investigation:
r --
i
Please, haveall..basins and. -existing, activelutility lines.located within the proposed
basin/trench areas marked. If these areas ar(�riot marked, the Soils Scientist reserves the
right to decline to do the investigation. The sails investigation does not take the place. of a
soils report prepared by an appropriate professional. The Soils Scientist will only verify the
soil conditions that are reported. in the required Soils Report, and.assumes no liability should
the system fail.
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f Costa Ba: Con of Use
Topsail Island, Stump Sound Township
(b Onslow County, North Carolina
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N.C.S.R.1568 N SITE DEVELOPMENT PLAN
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EXlSANG FORCE MAIN APPROX
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