SW8000536_COMPLIANCE_20230103

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 ( X S3 6
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
❑l HISTORICAL FILE
LJ COMPLIANCE EVALUATION INSPECTION
DOC DATE 2023 0( 03
YYYYMMDD

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Compliance Inspection Report
Permit: SW8000536 Effective: 11/22/22 Expiration: 11/21/30
Project: Long Leaf Mall Renovations
Owner: Zp No 73LLC
County: New Hanover Adress: 2800 S College Rd
Region: Wilmington
City/State/Zip: Wilmington INC 28412
Contact Person:Jeffrey L Zimmer Title: Administrator Phone:[phone]
Directions to Project:
Type of Project: State Stormwater- Infiltration System State Stormwater-Redevelopment
Drain Areas: 1 -(Hewletts Creek) (03-06-24 )(SA;HQW)
On-Site Representative(s):
Related Permits:
Inspection Date: 01/03/2023 Entry Time 11:OOAM Exit Time: 11:45AM
Primary Inspector: Brian P Lambe Phone:
Secondary Inspector(s):
Garrett D Zorda
Reason for Inspection: Other Inspection Type: Transfer Renewal
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant 0 Not Compliant
Question Areas:
State Stormwater
(See attachment summary)
page 1

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Permit: SW8000536 Owner-Project: Zip No 73LLC
Inspection Date: 01/03/2023 Inspection Type Transfer Renewal Reason for Visit: Other
Inspection Summary:
The following issues were noted during the recent inspection and must be addressed.
1) A copy of the certification for the most recent version of the permit could not be found in the file.
File Review Yes No NA NE
Is the permit active? 0 ❑ ❑ ❑
Signed copy of the Engineer's certification is in the file? ❑ E ❑ ❑
Signed copy of the Operation & Maintenance Agreement is in the file? 0 ❑ ❑ ❑
Copy of the recorded deed restrictions is in the file? ❑ ❑ ■ ❑
Comment: A copy of the designer's certification could not be found in the file.
Built Upon Area Yes No NA NE
Is the site BUA constructed as per the permit and approval plans? 0 ❑ ❑ ❑
Is the drainage area as per the permit and approved plans? N ❑ ❑ ❑
Is the BUA(as permitted) graded such that the runoff drains to the system? N ❑ ❑ ❑
Comment:
SW Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? ❑ ❑ ❑ ❑
Are the inlets located per the approved plans? A ❑ ❑ ❑
Are the outlet structures located per the approved plans? v ❑ ❑ ❑
Comment:
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? 0 ❑ ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or ❑ ❑ ❑
provided to DWQ upon request?
Comment:
Other Permit Conditions Yes No NA NE
Is the site compliant with other conditions of the permit? ❑ ❑ ❑
Comment:
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DIVISION OF WATER QUALITY
INFILTRATION SYSTEM INVESTIGATION
Scheduled Site Visit Date and Time _ _ PRfDay, lo/rz/o?
Project Name: b)>JFrI FPrf rt'+Lt gC-NoV. County: AJffW fj+,joyoL
Street Address: o s fr i P ymz,D DLV D
Directions from the nearest intersection of two major roads:
LoC4TEr7 AT r^rr146,Eu1dnl 01- sNIP4NLa + G61ce!5,e
W IZy"1 � Exrs'f r�G Sfto-pP r�� CT2. j
>1 acre being disturbed? ES NO CAMA Major required? YES
Consultant Name: CiIAS ll SEl l5 , t �c Phone: `f 19- G'7d-oc>3S
Consultant Firm Name: ev TarJ¢ fL 5 WA-ru E Le'A-Trfevcs
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Bore Number 1 2 3 4 5 6 7
a Existing Ground Elevation
b Proposed Bottom Elevation la.Z
c Subtract a — b
d Add 2 ft. Min. Bore Depth) G. g' 6 e' &I r j
e Soil Type �� e
f Infiltration Rate OK?
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Actual Elev. Of SHWT
h Max. lowest bottom elev. 3(� t 36•z
l
PIFFEI%�r�'rtrAly
Comments lu6 TIRE PF0P05IN(-- To 40D TD EXI31tr-s Eeemrmei "q Pt'�
IrSFILT7/RA(}IoN 721=n t y �oN scre. U ��/
I4-VI , I (mi l Y/1 -7
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Required Attachments:
1. Legible vicinity map & written directions to the project.
2. Compete Soils Report.
3. Map of the site with the boring locations to be tested.
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All proposed infiltration areas and existing, active utility lines located within the proposed
basin/trench must be marked and flagged. If these areas are not flagged, the Soils Scientist
reserves the right to decline to do the investigation. If the proposed infiltration system will be
located in an area of existing pavement and there is no open area nearby, equipment capable of
breaking through the impervious layer must be provided. The soils 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 Soils Report, and make a determination as to
the suitability of the site to meet the infiltration design requirements under NCAC 21-1.1000, and
assumes no liability should the system fail.
S:\WQS\STORMWATER\FORMS\infiltration site visit.for I
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