SW6081103_COMPLIANCE_20081211

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW la �4s-//d
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
�. COMPLIANCE EVALUATION INSPECTION
DOC DATE��� GI
YYYYMMDD

Re: SW6081103 - Shoppes at Raeford - Additional Information Request
Subject: Re: SW6081103 - Shoppes at Raeford - Additional Information Request
From: Robert Patterson <Robert.Patterson a ncmai1.net>
Date: Thu, I 1 Dec 2008 1 1:42:23 -0500
To: Chris Manes <[e-mail]>
CC: Jeff Belyea <jeff.belyea cr wolverton-assoc.com>
Chris,
That will be fine. I'll extend the due date to Monday, December 22, 2008.
Thanks.
Robert
Chris Manes wrote:
Robert,
I have been working on the pond revisions for the Shoppes at Raeford
development, but I have not completed the revisions. I will not be able
to resubmit to you by 12/12/08. I should have a revised package ready
for you by the end of next week. Please let me know if you will grant
this extension to the re -submittal package.
Thanks,
Chris Manes, P.E.
Site Department
Wolverton & Associates, Inc.
6745 Sugarloaf Parkway
Suite 100
Duluth, GA 30097
770-447-8999 phone
770-447-9070 fax
[e-mail]
www.wolverton-assoc.com
-----Original Message -----
From; Robert Patterson[mailto:[e-mail]] Sent: Wednesday,
November 26, 2008 10:42 AM
To: Chris Manes
Cc: [e-mail] -
Subject: SW6081103 - Shoppes at Raeford - Additional Information Request
Chris,
Please see attached add info request. Hard copy to follow in the mail.
I think most of these are relatively minor. Call with any questions.
Also, just want you to know this is one of the best application packages
I've gotten in a long while!
I of 2 12/1 1 /2008 1 1:42 AM

Re: S W6081 103 - Shoppes at Raeford -Add it iona I Information Request
Thanks.
Robert
Robert D. Patterson, PE
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Website: http://h2o.enr.state.nc.us/su/stormwater.html
*Please consider the environment before deciding to print this email*
Robert D. Patterson, PE
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Website: http://h2o.enr.state.nc.us/su/sCormwater.hLiul
*Please consider the environment before deciding to print this email*
2 of 2 12/1 1/2008 11:42 AM

Patterson, Robert
From: Patterson, Robert
Sent: Wednesday, December 05, 2012 9:19 AM
To: '[e-mail]'
Cc: Lawyer, Mike
Subject: SW6081103 - Shoppes at Raeford - Owner address change
Art,
The first owner/name/address change is done at no cost. So, I'm mailing your $40.00 check back to you. Your address
has been changed in our database.
Thanks.
Robert D. Patterson, PE
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting
1617 Mail Service Center, Raleigh, NC 27699-1617 Mail 1 512 N. Salisbury St, 91h Floor, Raleigh, NC 27604 Location &, Parcels
[phone] Phone [phone] Fax I Robert. Patterso nncdenr. eov Email I http://portal. nedenr. ore/web/wq/ws/so Website
.A Before printing this email, please consider your budget and the environment.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is
exempt by statute or other regulation.
1

Pond Report
Hydraflow Hydrographs by Intelisolve v9.1 Thursday, Dec 18, 2008
Pond No. 2 - Pond 1 Forbay
Pond Data
Contours - User -defined contour areas. Conic method used for volume calculation. Begining Elevation = 239.00 ft
Stage / Storage Table
Stage (ft) Elevation (ft) Contour area (sgft) Iner. Storage (cult) Total storage (cult)
0.00 239.00 981 0 0
1.00 240.00 1,311 1,142 1,142
2.00 241.00 1,682 1,493 2,634
3.00 242.00 2,059 1,867 4,502
4.00 243.00 2,459 2,256 6,757
5.00 244.00 2,880 2,666 9,424
6.00 245.00 3,322 3,098 12,522
7.00 246.00 3,784 3,550 16,072
8.00 247.00 4,260 4,019 20,091
8.50 247.50 4,497 2,189 22,280
9.00 248.00 5,324 2,452 24,732
Culvert / Orifice Structures
Weir Structures
[A] [131
[C] [PrfRsr]
[A] [B]
[C] [D]
Rise (in) = 0.00 0.00
0.00 0.00
Crest Len (ft)
= 0.00 0.00
0.00 0.00
Span (in) = 0.00 0.00
0.00 0.00
Crest El. (ft)
= 0.00 0.00
0.00 0.00
No. Barrels = 0 0
0 0
Weir Coeff.
= 0.00 0.00
0.00 0.00
Invert El. (ft) = 0.00 0.00
0.00 0.00
Weir Type
= -
Length (ft) = 0.00 0.00
0.00 0.00
Multistage
= No No
No No
Slope (%) = 0.00 0.00
0.00 n/a
N-Value = .000 .000
.000 n/a
Orifice Coeff. = 0.00 0.00
0.00 0.00
EAL(in/hr)
= 0.000 (by Wet area)
Multi Stage = n/a No
No No
TW Elev. (ft)
= 0.00
Note: Culwrt/Orifice outfi w ere anelyaed under inlet (ic) and outlet (m) control. Weir risers checked for orifice conditions (ic) and submergence (a).
Stage / Storage / Discharge Table
Stage Storage Elevation Clv A
Clv B Clv C
PrfRsr Wr A
Wr B Wr C
Wr D Exfil User
Total
It tuft ft cfs
cfs cfs
cis cfs
cfs cfs
cis cfs cfs
cis
0.00 0 239.00 --
- -
- -
-- -
- - -
0.00
0.10 114 239.10
-- -
0.00
0.20 228 239.20 -
-- -
-- -
-- -
- - --
0.00
0.30 343 239.30 -
-- -
- -
-
0.00
0.40 457 239.40 -
- --
- --
-- -
0.00
0.50 571 239.50 -
-- -
- -
-- -
- - -
0.00
0.60 685 239.60
- -
- - -
0.00
0.70 799 239.70
-
- -
- - -
0.00
0.80 914 239.80 -
- -
- -
- -
- - -
0.00
0.90 1,028 239.90 -
- -
- -
- -
-
0.00
1.00 1,142 240.00 -
- -
- -
- -
- - -
0.00
1.10 1,291 240.10 -
- -
- -
- -
- - -
0.00
1.20 1,440 240.20 -
- -
- -
- -
- - -
0.00
1.30 1,590 240.30
-
0.00
1.40 1,739 240.40 -
- -
- -
- -
- - -
0.00
1.50 1,888 240.50 -
- -
- -
- -
- - -
0.00
1.60 2,037 240.60
-
0.00
1.70 2,187 240.70 -
- -
- -
- -
- - -
0.00
1.80 2,336 240.80 -
- -
- -
-
0.00
1.90 2,485 240.90
-
- -
- - -
0.00
2.00 2,634 241.00 -
- -
- -
- -
- - -
0.00
2.10 2,821 241.10 -
- -
- -
- -
- - -
0.00
2.20 3,008 241.20 -
- -
- -
- -
-
0.00
2.30 3,195 241.30 -
- -
- -
0.00
2.40 3,381 241.40
-
-- -
- - --
0.00
2.50 3,568 241.50 -
-- -
- -
-- -
-- -- -
0.00
2.60 3,755 241.60 -
-- -
- -
-- -
--- -- --
0.00
2.70 3,941 241.70 -
-- --
-- --
-- -
--- -- --
0.00
2.80 4,128 241.80 --
-- --
-- --
-- --
--- --- --
0.00
2.90 4,315 241.90 --
-- --
-- --
-- --
-- - --
0.00
3.00 4,502 242.00 -
-- --
-- --
-- -
--- -- -
0.00
Continues on next
page...

Pond 1 Forbay
Stage I
Storage /
Discharge Table
Stage
Storage
Elevation Clv A
Clv B Clv C PrfRsr Wr A Wr B Wr C Wr D EMI User Total
ft
Cuft
ft Cfs
Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs
3.10
4,727
242.10 -
- - - - - - - 0.00
3.20
4,953
242.20
- - - - - - - - 0.00
3.30
5,178
242.30 -
- - - - - - - - - 0.00
3.40
5,404
242.40 -
- - - - - - - - - 0.00
3.50
5,629
242.50 -
- - - - - - - - - 0.00
3.60
5,855
242.60 -
- - - - - - - - - 0.00
3.70
6,081
242.70 -
- - - - - - - - - 0.00
3.80
6,306
242.80 -
- - - - - - - - - 0.00
3.90
6,532
242.90 -
- - - - - - - - - 0.00
4.00
6,757
243.00
- - - - - - - - 0.00
4.10
7,024
243.10 -
- - - - - - - - - 0.00
4.20
7,291
243.20 -
- - - - - - - - - 0.00
4.30
7,557
243.30 -
- - - - - - - - - 0.00
4.40
7,824
243.40 -
- - - - - - - - - 0.00
4.50
8,091
243.50 -
- - - - - - - - - 0.00
4.60
8,357
243.60 -
- - - - - - - - - 0.00
4.70
8,624
243.70 -
- - - - - - - - - 0.00
4.80
8,891
243.80 -
- - - - - - - - - 0.00
4.90
9,157
243.90 -
- - - - - - - - - 0.00
5.00
9,424
244.00 -
- - - - - - - 0.00
5.10
9,734
244.10 -
- - - - - - - - - 0.00
5.20
10,043
244.20
- - - - - - - - 0.00
5.30
10,353
244.30 -
- - - - - - - - - 0.00
5.40
10,663
244.40 -
- -- - - -- - - - - 0.00
5.50
10,973
244.50 -
- - - - - - - - - 0.00
5.60
11,283
244.60 -
- - - - - - 0.00
5.70
11,592
244.70 -
- - - - - - - 0.00
5.80
11,902
244.80 -
- - - - - - - - - 0.00
5.90
12,212
244.90 -
- - -- - - - - - - 0.00
6.00
12,522
245.00 -
- - - - - - - - - 0.00
6.10
12,877
245.10 -
- - - - - - - 0.00
6.20
13,232
245.20 -
- - - - - - - 0.00
6.30
13,587
245.30 -
- - - - - 0.00
6.40
13,942
245.40 -
- - - - - - - 0.00
6.50
14,297
245.50 --
- - - - - - - - - 0.00
6.60
14,652
245.60 -
- - - - - - - - - 0.00
6.70
15,007
245.70 -
- - - - - - - 0.00
6.80
15,362
245.80 -
- - - - - - - 0.00
6.90
15,717
245.90 -
- - - - - - - 0.00
7.00
16,072
246.00 -
-- - -- - - - - -- - 0.00
7.10
16,474
246.10 -
- - - - - - - 0.00
7.20
16,876
246.20 -
- - - - - - - 0.00
7.30
17,278
246.30 -
- - - - - -- - - - 0.00
7.40
17,680
246.40 -
- - - - - - - - - 0.00
7.50
18,082
246.60 -
- - - - - - -- -- -- 0.00
7.60
18,484
246.60 -
- - - - - - 0.00
7.70
18,886
246.70 -
- - - - - - 0.00
7.80
19,287
246.80 --
-- - - - -- -- -- - - 0.00
7.90
19,689
246.90 -
- - - - - - - - - 0.00
8.00
20,091
247.00 -
- - - - - - 0.00
8.05
20,310
247.05 -
- - - - - - - - - 0.00
8.10
20,529
247.10 -
- - - - - - - 0.00
8.15
20,748
247.15 -
- - - - -- -- - - - 0.00
8.20
20,967
247.20 -
- - - - - - - - - 0.00
8.25
21,186
247.25 -
- - - - - - - 0.00
8.30
21,405
247.30 --
-- - -- - -- - -- 0.00
8.35
21,623
247.35 -
- - - - - - - 0.00
8.40
21,842
247.40 -
- - - - - - 0.00
8.45
22,061
247.45 -
- - - - - - - 0.00
8.50
22,280
247.50 -
- - - - - - - 0.00
8.55
22,525
247.55 -
-- - - - -- - -- 0.00
8.60
22,770
247.60 -
- - - - - - - - - 0.00
8.65
23,016
247.65 -
- - - - - - - 0.00
8.70
23,261
247.70 ---
-- - -- -- -- - 0.00
8.75
23,506
247.75 -
- - - - - - - 0.00
8.80
23,751
247.80 -
- -- - - - -- 0.00
8.85
23,997
247.85 -
- - -- - - - - 0.00
8.90
24,242
247.90 -
- - - - - - - - - 0.00
8.95
24,487
247.95 --
-- -- --- --- --- -- -- -- -- 0.00
9.00
24,732
248.00 --
- - - - - - - 0.00
...End

Pond Report
Hydraflow Hydrographs by Intelisolve v9.1
Thursday, Dec 18, 2008
Pond No. 5 - Pond 2 Forbay
Pond Data
Contours - User -defined contour areas. Conic
method used for volume calculation. Begining Elevation = 242.00
ft
Stage / Storage Table
Stage (ft) Elevation (ft) Contour area (sqft)
Incr. Storage (cult)
Total storage (cuft)
0.00 242.00
1,297
0
0
1.00 243.00
1,639
1,465
1,465
2.00 244.00
2,023
1,827
3,292
3.00 245.00
2,441
2,229
5,520
4.00 246.00
2,897
2,665
8,186
5.00 247.00
3,390
3,140
11,326
6.00 248.00
3,921
3,652
14,978
7.00 249.00
4,489
4,201
19,179
8.00 250.00
5,095
4,788
23,968
8.50 250.50
5,395
2,622
26,589
9.00 251.00
6,447
2,956
29,546
Culvert / Orifice Structures
Weir Structures
[A] [B]
[C] [PrfRsr]
[A] [B]
[C] [D]
Rise (in) = 0.00 0.00
0.00 0.00
Crest Len (ft)
= 0.00 0.00
0.00 0.00
Span (in) = 0.00 0.00
0.00 0.00
Crest El. (ft)
= 0.00 0.00
0.00 0.00
No. Barrels = 0 0
0 0
Weir Coeff.
= 0.00 0.00
0.00 0.00
Invert El. (ft) = 0.00 0.00
0.00 0.00
Weir Type
= - -
- -
Length (ft) = 0.00 0.00
0.00 0.00
Multistage
= No No
No No
Slope (%) = 0.00 0.00
0.00 n/a
N-Value = .000 .000
.000 n/a
Orifice Coeff. = 0.00 0.00
0.00 0.00
Exf L(iri
= 0.000 (by Wet area)
Multi -Stage = n/a No
No No
TW Elev. (ft)
= 0.00
Note: CulveNOd(oe oudloas are analyzed under inlet (ic) and outlet (m) control. Weir risers checked for onfice conditions (ic) and submergence (a).
Stage / Storage / Discharge Table
Stage Storage Elevation CIv A
CIv B Clv
C PrfRsr Wr A
Wr B Wr C
Wr D Exfil User
Total
ft cuft It cfs
cfs cfs
cis cfs
cfs cfs
cfs cfs cfs
cfs
0.00 0 242.00 -
- -
- -
- -
- - -
0.00
0.10 146 242.10 -
- -
- --
-- --
-- - ---
0.00
0.20 293 242.20
-
- -
- -
- - -
0.00
0.30 439 242.30 -
- -
- -
- -
- - -
0.00
0.40 586 242.40
- --
- - --
0.00
0.50 732 242.50
-
- -
- -
- - -
0.00
0.60 879 242.60 -
- -
- -
- -
-
0.00
0.70 1,025 242.70 -
- -
-- --
-- --
-- - -
.0.00
0.80 1,172 242.80 -
-
- -
- - -
0.00
0.90 1,318 242.90 -
- -
- -
- --
- - -
0.00
1.00 1,465 243.00
-
-- --
- --
- - -
0.00
1.10 1,647 243.10 -
- -
- -
- -
- - -
0.00
1.20 1,830 243.20 -
- -
-
-
- - -
0.00
1.30 2,013 243.30 --
-- -
-- ---
-- -
- - -
0.00
1.40 2,196 243.40
-
- -
- -
- - -
0.00
1.50 2,378 243.50
-
- -
- -
- - -
0.00
1.60 2,561 243.60 -
- --
- -
-- -
-- - -
0.00
1.70 2,744 243.70 -
- -
- -
- -
0.00
1.80 2,926 243.80 -
- -
- -
- -
- - -
0.00
1.90 3,109 243.90 --
-
- -
-- - -
0.00
2.00 3,292 244.00 -
- -
- - -
0.00
2.10 3,515 244.10 -
- --
- --
- - --
0.00
2.20 3,738 244.20 ---
- -
- --
- -
-
0.00
2.30 3,961 244.30 -
- -
- -
- -
- - -
0.00
2.40 4,183 244.40 -
- --
-- -
-
0.00
2.50 4,406 244.50 --
- -
- --
- -
-
0.00
2.60 4,629 244.60 -
- -
-
- - -
0.00
2.70 4,852 244.70 -
-- -
- -
- --
- - --
0.00
2.80 5,075 244.80 --
-- --
- -
- -
--- - -
0.00
2.90 5,298 244.90 -
- -
- -
-
0.00
3.00 5,520 245.00 -
-- -
-- --
-- --
- -- ---
0.00
Continues on next
page...

Pond 2 Forbay
Stage /
Storage 1
Discharge Table
Stage
Storage
Elevation Clv A
Clv B Clv C PrfRsr Wr A Wr B Wr C Wr D Exfil User Total
ft
cuft
ft cis
cis cfs cfs cfs cfs cis cis cis cfs cis
3.10
5,787
245.10 -
- - - - - - - - - 0.00
3.20
6,054
245.20 -
- - - - - - - - - 0.00
3.30
6,320
245.30 -
- - - - 0.00
3.40
6,587
245.40 -
- - - - - - - - - 0.00
3.50
6,853
245.50 -
- - - - - - - - - 0.00
3.60
7,120
245.60 -
- - - - - - - 0.00
3.70
7,386
245.70 -
- - - - - - - - - 0.00
3.80
7,653
245.80 -
- - - - - - - - - 0.00
3.90
7,919
245.90 -
- - - - - - - 0.00
4.00
8,186
246.00 -
- - - - - - - - - 0.00
4.10
8,500
246.10 -
- - - - - - - 0.00
4.20
8,814
246.20 -
- - - - - - - - - 0.00
4.30
9,128
246.30 -
- - - -. - - - 0.00
4.40
9,442
246.40 -
- - - - - - - - - 0.00
4.50
9,756
246.50 -
- - - - - - - - - 0.00
4.60
10,070
246.60 -
- - - - - - - - - 0.00
4.70
10,384
246.70
- - - - - - - 0.00
4.80
10,698
246.80 -
- - - - - - - 0.00
4.90
11,012
246.90 -
- - - - - - - - - 0.00
5.00
11,326
247.00 -
- - - - - - - - - 0.00
5.10
11,691
247.10 --
- - - - - - - - - 0.00
5.20
12,056
247.20 -
- - - - - - - 0.00
5.30
12,422
247.30 -
- - - - - - - 0.00
5.40
12,787
247.40 -
- - - - - - - - - 0.00
5.50
13,152
247.50 -
- - - - - - - - - 0.00
5.60
13,517
247.60
- - - - - - - 0.00
5.70
13,882
247.70 -
- - - - - - - 0.00
5.80
14,247
247.80 -
- - - - - - - - - 0.00
5.90
14,613
247.90 -
- - - - - - - - - 0.00
6.00
14,978
248.00 -
- - - - - - - - - 0.00
6.10
15,398
248.10 -
- - - - - - - 0.00
6.20
15,818
248.20 -
- - - - - - - - - 0.00
6.30
16,238
248.30 -
- - - - - - - - - 0.00
6.40
16,658
248.40 -
- - - - - - - - - 0.00
6.50
17,079
248.50 -
- - - - - - - - - 0.00
6.60
17,499
248.60
- - - - - - - - 0.00
6.70
17,919
248.70 -
- - - - - - - - - 0.00
6.80
18,339
248.80 -
- - - - - - - - - 0.00
6.90
18,759
248.90 -
- - - - - - - - - 0.00
7.00
19,179
249.00 --
-- -- - -- -- -- - - - 0.00
7.10
19,658
249.10 -
- - - - - - - - - 0.00
7.20
20,137
249.20 -
- - - - -- - - - - 0.00
7.30
20,616
249.30 -
- - - - - - - 0.00
7.40
21,095
249.40 -
- - - - - - - - - 0.00
7.50
21,573
249.50 --
- - -- - -- - -- - -- 0.00
7.60
22,052
249.60 -
- - - 0.00
7.70
22,531
249.70 -
- - - - - - - - - 0.00
7.80
23,010
249.80 -
-- - - - - - - - - 0.00
7.90
23,489
249.90 -
- - - - - - - - - 0.00
8.00
23,968
250.00 -
- - - - 0.00
8.05
24,230
250.05 -
- - - - - - - - - 0.00
8.10
24,492
250.10 -
- - - - - - - - - 0.00
8.15
24,754
250.15 --
- - - -- - - -- - -- 0.00
8.20
25,016
250.20 -
- - - - - - - - - 0.00
8.25
25,278
250.25 -
- - - - - - 0.00
8.30
25,541
250.30 -
- - - -- -- - -- - - 0.00
8.35
25,803
250.35 -
- - - - - - - - - 0.00
8.40
26,065
250.40 -
- - - - -- -- - 0.00
8.45
26,327
250.45 -
- - - - - - - - - 0.00
8.50
26,589
250.50 -
- - - - - - - - - 0.00
8.55
26,885
250.55 --
- - - - -- -- - - - 0.00
8.60
27,181
250.60 -
- - - - - - - - - 0.00
8.65
27,476
250.65 -
- - - - - - - - - 0.00
8.70
27,772
250.70 --
-- -- - - -- -- - - - 0.00
8.75
28,068
250.75 -
- - - - - - - - - 0.00
8.80
28,363
250.80 -
- - - - - --- -- -- -- 0.00
8.85
28,659
250.85 --
- - - - - - - - - 0.00
8.90
28,954
250.90 -
- - - - - - - - - 0.00
8.95
29,250
250.95 -
-- -- -- -- - --- -- -- --- 0.00
9.00
29,546
251.00 -
- - - - - - - - - 0.00
...End