HomeMy WebLinkAboutSW8030720_COMPLIANCE_20130422STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW8 r-1 :3c-'T Zv
DOC TYPE I ❑ CURRENT PERMIT
DOC DATE
❑ APPROVED PLANS
❑ HISTORICAL FILE
9 COMPLIANCE EVALUATION INSPECTION
YYYYM M DD
State Stormwater Management Systems
Permit No. SW8 030720
Courthouse Bay Regional Pond
Stormwater Permit No. SW8 030720
Onslow County
Designer's Certification
1, _ 0 n [Ar as a duly registered F, 4 Sr¢*_-r/ r��rI -er in the
State of North Carolina, having been authorized to observe (periodically" weeMy"#.'11
.
404e) the construction of the project,
z SCo M-e5s �o dl W iY,on, _CO3--v-T�v
(Project)
for Cam o L e r vn C (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications: Hone-
•�p CA Of I ���i
06018%
ESS/ If
14433
Signature
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Registration Number Df yLr* 33 %�'•�R�Gf��'�Pvr•`��;
Date
pcely,
APR 2 2 20i3
Page 7 of 9 By'
1
State Stormwater Management Systems
Permit No. SW8 030720
Certification Requirements.
�1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of impervious area.
3. All the impervious area associated with the project is graded such that the
runoff drains to the system.
�4. All roof drains are located such that the runoff is directed into the system.
�5. The outlet structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
140' 7. Trash rack is provided on the outlet structure.
8. All slopes are grassed with permanent vegetation.
�9. Vegetated slopes are no steeper than 3:1.
�10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
PtIl 1. The permitted amounts of surface area and/or volume have been
rr provided.
12. Required drawdown devices are correctly sized and located per the
approved plans.
�13. All required design depths are provided.
�14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
�15. The required system dimensions are provided per the approved plans.
f1A16, All components of the Stormwater BMP are located in either recorded
common areas, or recorded easements.
CC' NCDENR-DWQ Regional Office
APR 2 2 2013
BY:
Page 8 of 8
Number
Measure Type
reatment Numbt
Permit Number
Expiration Inspection pate Status
1
WDP
SWP 043
SWS 010420
11-07-2019 10/16/2019 In Compliance
1
WDP
SWP 044
SW8 010420
11-D7-2019 10/16/2019 In Compliance
1
WDP
SWP 062
SW8 010420
11-07-2019 10/16/2019 In Compliance
2
WDP
SWP 060
SW8 030720
01-26.2019 9/9/2019 In Compliance
3
VU
SWP 035
SW8 050817
09-29-2019 11/6/2019 In Compliance
3
WDP
SWP 084
SW8 050817
09-29-2019 12/1/2019 In Compliance
4
WDP
SWP 063
SW8 051018
12-13-2019 10/16/2019 In Compliance
4
WDP
SWP 064
SW8 051018
12-13-2019 10/16/2019 In Compliance
4
WDP
SWP 188
SW8 051018
12-13-2019 10/16/2019 In Compliance
4
WDP
SWP 189
SW8 051018
12-13-2019 10/16/2019 In Compliance
4
WDP
SWP 190
SWS 051018
12-13-2019 8/5/2019 In Compliance
5
WDP
SWP 065
SWS 051065
03-14-2020 12/11/2019 In Compliance
6
WDP
SWP 071
SWS 060137
03-03.2020 10/11/2019 In Compliance
7
WDP
SWP 081
SW8 060323
04-10-2020 12/2/2019 In Compliance
7
WDP
SWP 082
SW8 060323
04-10-2020 12/2/2019 In Compliance
7
WDP
SWP 327
SW8 060323
04-10-2020 12/2/2019 In Compliance
8
WDP
SWP 169
SW8 081015
10-21-2019 9/1/2019 In Compliance
8
WDP
SWP 170
SW8 081015
10-21-2019 9/1/2019 In Compliance
8
WDP
SWP 171
SW8 081015
10-21-2019 1 9/1/2019 In Compliance
S
WDP
SWP 172
SWS 081015
10-21-2019 9/1/2019 In Compliance
S
WDP
SWP 173
SW8 081015
10-21-2019 9/1/2019 In Compliance
8
WDP
SWP 174
SW8 081015
10-21-2019 9/1/2019 In Compliance
8
WDP
SWP 175
SW8 081015
10-21-2019 9/1/2019 In Compliance
8
WDP
SWP 176
SW8 081015
10-21-2019 9/1/2019 In Compliance
8
WDP
SWP 328
SW8 081015
10-21-2019 9/1/2019 In Compliance
8
WDP
SWP 329
SW8 081015
10-21-2019 9/1/2019 In Compliance
8
WDP
SWP 330
SWS 081015
10-21-2019 9/1/2019 In Compliance
8
WDP
SWP 331
SW8 081015
10.21-2019 9/1/2019 In Compliance
8
WDP
SWP 332
SW8 081015
10-21-2019 9/1/2019 In Compliance
8
WDP
SWP 333
SW8 081015
10-21-2019 9/1/2019 In Compliance
8
WDP
SWP 334
SW8 081015
10-21-2019 9/1/2019 In Compliance
8
WDP
SWP 335
SW8 081015
10-21-2019 9/1/2019 In Compliance
8
WDP
SWP 336
SW8 081015
10-21-2019 9/1/2019 In Compliance
8
IB
SWP 369
SW8 081015
1D-21-2019 9/1/2019 In Compliance
9
WDP
SWP 165
SW8 081016
Dec 3, 2018/10-17- 10/17/2019 In Compliance
2019
10
WDP
SWP 167
SW8 081202
8-2-2019 7/31/2019 In Compliance
10
WDP
SWP 168
SW8 081202
8-2-2019 7/31/2019 in Compliance
11
WDP
SWP 218
SW8 090517
01-OS-2020 12/10/2019 In Compliance
12
WDP
SWP 321
SW8 110906
04-30-2020 11/8/2019 In Compliance
12
WOP
SWP 322
SW8 110906
04-30-2020 8/7/2019 In Compliance
12
WDP
SWP 323
SW8 110906
04-30-2020 10/17/2019 In Compliance
12
WDP
SWP 324
SW8 110906
04-30-2020 11/6/2019 In Compliance
12
IB
SWP 409
SW8 110906
04-30-2020 12/15/2019 In Compliance
12
SF
SWP410
SW8 110906
04-30-2020 12/15/2019 In Compliance
13
WDP
SWP 292
SW8 120101
1-24-2020 7/31/2019 In Compliance
13
WDP
SWP 400
SWS 120101
1-24-2020 7/31/2019 In Compliance
13
WDP
SWP 401
SW8 120101
1-24-2020 7/31/2019 In Compliance
14
WDP
SWP 290
SW8 120102
01-30-2020 11/6/2019 In Compliance
15
WDP
SWP349
SW8120201
02-03-2020 11/14/2019 In Compliance
16
WDP
SWP 313
SW 120302
04-12-2020 11/7/2019 In Compliance
17
WDP
SWP 034
SW8 980204
07-06-2019 10/15/2019 In Compliance
17
WDP
SWP 079
SW8 990204
07-06-2019 12/2/2019 In Compliance
PC
JUN 0 2 2020
BY•
SW8 030720 Plan Review
BUA
Basin Information
Drainage Area 1
Drainage Area 1
Current
Build Out
Receiving Stream Name
New River
New River
Stream Class
SC NSW
SC NSW
Stream Index Number
Total Drainage Area (so
3,391,103.00
3,391,103.00
On -site Drainage Area (so
2,203,003.00
2,996,035.30
Off -site Drainage Area (so
395,067.70
Proposed Impervious Area (so
960,509.00
1,621,289.00
Impervious Area (Total)
28.3%1
47.8%
Impervious Surface Area
Drainage Area 1
Drainage Area
On -site Buildings/Lots (so
22,465.00
On -site Streets (so
On -site Parking (so
76,407.00
On -site Sidewalks (so
16,990.00
Other on -site (so
113.00
Future On -site (so
191,837.00
592,010.00
Future Off -site (so
261,360.00
Existing BUA (so
652,697.001
767,919.00
Total (so
960,509.00
1,621,289.00
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