SW8080107_COMPLIANCE_20170210

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS i
PERMIT NO.
SW8 CEO(02
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
o�0l�Uo'l1U
YYYYMMDD

Pusey, Steven
From:
Matt Haley <[e-mail]>
Sent:
Friday, February 10, 2017 3:05 PM
To:
Pusey, Steven
Cc:
Steve Saieed
Subject:
RE: Notice of Inspection Report
Steve,
As we discussed on the phone earlier today, we are providing this email as a formal written response to your Notice of
Inspection dated January 26`6, 2017 for the Compass Pointe West Commercial Project (SW8 080107). Please note that
site construction is currently underway and once construction is complete the two pond systems will be appropriately
certified. It is anticipated that the ponds will be complete and certified by summer 2017. 1 trust that this email
satisfactorily addresses your request for a written plan of action and timeline for resolution.
Please let me know if you have any questions or need anything else.
Thanks,
Matthew Haley, PE
CAPE FEAR
ENGINEERING
matt. halev(@cagefearenaineerina.com
PH: 910.383.1044
151 Poole Road, Ste. 100 1 Belville, NC 1 28451
From: Matt Haley
Sent: Friday, February 10, 2017 1:50 PM
To:'Pusey, Steven' <[e-mail]>
Subject: FW: Notice of Inspection Report
Steve,
Left you a couple messages on this. Want to make sure I got a good handle on what you need in terms of response.
Please give me a call at your convenience to discuss.
Thanks,
Matthew Haley, PE
CAPE FEAR
ENGINEERING
matt. halev ancanefearenaineerina.com
PH: 910.383,1044
151 Poole Road, Ste. 100 1 Belville, NC 1 28451
From: Steve Saieed[mailto:[e-mail]]
Sent: Wednesday, February 8, 2017 1:34 PM

To: Matt Haley <[e-mail]>
Subject: Notice of Inspection Report
See attached received in the mail. Not sure if you were aware of the notice.
Thanks,
Steve Saieed
Chief Operating Officer
CP Brunswick, LLC
P. O. Box 16150
Wilmington, NC 28408
Cell: 910-520-4044
Office: 910-332-3680

Energy, Mineral &
Land Resources
ENWRON MENTAL QUALITY
January 26, 2017
Bobby Harrelson, Manager
Flood Creek, LLC
PO Box 1967
Wilmington, NC 28402
Subject: Notice of Inspection — Not Compliant
Compass Pointe West Commercial
State Stormwater Management Permit No. SW8 (180107
Brunswick County
Dear Mr. Harrelson:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TRACY DAVIS
oirector
On January 23, 2017, the Wilmington Regional Office of the Division of E-nergy, Mineral and Land
Resources (DEMLR) performed a file review of Compass Pointe West Commercial to determine the
status of compliance with the State Stormwater Management Pen -nit Number SW8 080107. DEMLR file
review revealed that the site is NOT in compliance with the terms and conditions of this permit. Please
find a copy of the completed form entitled "Compliance Inspection Report" attached to this letter, which
summarizes the findings of the recent inspection.
As indicated in the attached inspection report; the following deficiencies must be resolved:
1. Engineers certification(s) for two (2) wet detention ponds have not been submitted to this
Office.
In order to bring this project into compliance, please submit the requested engineer's certification(s).
Failure to provide the requested information, or to respond to this letter with a plan of action, including a
timeline to resolve the identified deficiencies, by February 24, 2017, are considered violations of the
permit. if the requested information is not submitted to this office by the due date, then DEMLR staff
will re -inspect the site and may issue a Notice of Violation. Please also note that any individual or entity
found to be in noncompliance with the provisions of a stormwater management permit or the stormwater
rules is subject to enforcement action as set forth in NCGS 143 Article 21, including the assessment of
civil penalties of up to S25,000 per day.
If you have any questions, please contact me at the Wilmington Regional Office, telephone number (910)-
796-7215 or via email at [e-mail].
Sincerely,
� �14, �
Steve G. Pusey
Environmental Engineer
Enc: Compliance Inspection Report
GDSlsgp: 111StormwaterTermits & Projects120081080107 HD12017 01 CEI—deficient 080107
cc: Georgette Scott, Wilmington Regional Office Stormwater Supervisor
WiRO Stormwater Permit File)
State. of North Carolina I Environmental Quality I Energy. Minerdi and Land ReSOUI-COS
Wiimulgron Regional Office 1127 Cardinal Drive Extension I Wilmington, NC 28405
910 796 7215

Compliance Inspection Report
Permit: SW6080107 Effective:08118/15 Expiration: 08/18/23
Project: Compass Pointe West Commercial
Owner: Hood Creek LLC
County: Brunswick Adress: N Side Of Hwy 74
Region: Wilmington
City/State/Zip: Leland NC 28451
Contact Person: Robert Exum Title: Phone: [phone]
Directions to Project:
Approx. 314 miles WNW of the east end of SR 1417 (Malmo Loop Rd).
Type of Project: State Stormwater - HD - Detention Pond
Drain Areas: 1 - (Alligator Branch) (03-06-17) ( C;Sw)
2 - (Alligator Branch) (03-06-17) { C:Sw)
On -Site Representative(s):
Related Permits:
Inspection Date: 01/23/2017 Entry Time: 04:OOPM Exit Time: 04:30PM
Primary Inspector: Steven G Pusey
Secondary inspector(s):
Phone:
Reason for Inspection: Routine Inspection Type: Modification Offsite
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant ® Not Compliant
Question Areas:
® State Stormwater
c
(See attachment summary)
page: 1

Permit: SW8080107 Owner - Project: Hood Creek LLC
Inspection Date: 0112312017 Inspection Type Modification Offske Reason for Visit: Routine
Inspection Summ i ry:
In order to bring this project into compliance, an engineer's certification for the two (2) wet detention ponds must be
submitted.
File Review Yes No NA NE
is the permit active? 0 ❑ ❑ ❑
Siqned copy of tyre Engineer's certification is in the file? ❑ ®❑
Signed copy
Copy of the
Comment:
page: 2

w
ECS CAROLINAS, LLP "Setting the Standard for Service"
'eotechnical • Construction Materials • Environmental • Facilities NC Registered EngtneenngFmF-107;
November 14, 2014
Mr. Matt Haley, P.E., LEED
Cape Fear Engineering e ';-3
151 Poole Road
Belville, North Carolina 28451
Reference: Report of Seasonal High Water Table Estimation
Compass Pointe — West Entrance
Leland, Brunswick County, North Carolina
ECS Project No. 22.21651
Dear Mr. Haley:
ECS Carolinas, LLP (ECS) recently conducted an estimation of the Seasonal High Water Table
(SHWT) for the proposed stormwater best management practice (BMP) areas at Compass
Pointe — West Entrance in Leland, Brunswick County, North Carolina. This letter, with
attachments, is the report of our estimation.
Field Testing
On October 6, 2014, ECS met with Mr. Matt Haley with Cape Fear Engineering in order to
locate the requested boring locations. ECS then conducted an exploration of the subsurface
soil and SHWT conditions at eleven requested locations shown on the attached Boring Location
Plan (Figure 1). The purpose of this exploration was to estimate the SHWT of the in place soils
for the design of the proposed stormwater BMP areas. ECS explored the subsurface soil and
groundwater conditions by advancing one hand auger boring into the existing ground surface at
the requested boring locations. ECS visually classified the subsurface soils and obtained
representative samples of each soil type encountered. ECS recorded the SHWT and
groundwater level observed at the time of each hand auger boring. The attached SHWT sheet
provides a summary of the subsurface conditions encountered at each hand auger boring
location.
The groundwater level and the SHWT were estimated at each boring location below the existing
grade elevation. The elevations were provided by Cape Fear Engineering. Below is a summary
of each boring location.
ECE9\OE
JUL 2 7 2015
BY:
6714 Netherlands Drive Wilmington, NC 28405 • T: 910-686-9114 • F: 910-686-9666 • ww.ecslimited.com
ECS Carolinas, LLP • ECS Florida, LLC • ECS Midwest, LLC • ECS Mid Atlantic, LLC • ECS Southeast, LLC ECS Texas, LLP

a
Report of SHWT Estimation
Compass Pointe West Entrance
Leland, Brunswick County, North Carolina
ECS Project No. 22,21651
November 14, 2014
fr,Y^t u rw •:'.:y:::,. �. Y^Mr�+^�A��S
aF'�'j..fi.J
"$=i3rr(_�w�."1:"' m .ar6't
i't r,'c-'.m.:.v..��ty..� i1r
-'a.i`h.`.z
B-1
0 inches
14 inches
47.66
B-2
24 inches
42 inches
48.01
B-3
48 inches
72 inches
44.52
B-4
Winches
48 inches
35.02
B-5
18 inches
32 inches
30.27
\ B-6
55 inches
72 inches
29.21
B-7
16 inches
Winches
23.83
B-8
20 inches
32 inches
24.38
B-9
6 inches
24 inches
22.45
B-10
24 inches
36 inches
23.10
B-11
55 inches
72 inches
27.81
The SHWT may vary within the proposed site due to changes in subsurface conditions and
elevation.
Closure
The activities and evaluative approaches used in this assessment are consistent with those
normally employed in assessments of this type. Our testing of site conditions has been based on
our understanding of the project information and the data obtained during our field activities.
ECS appreciates the opportunity to provide our services to you on this project. If you have any
questions concerning this report or this project, please contact us at [phone].
Respectfully,
ECS CAROLINAS, LLP
k--, v'1--17e�l
K. Brooks Wall
Project Geologist
Attachments: Boring Location Plan
SHWT sheet
Kris J. Stamm
Principal
2

71
CC�p' N 1e
INS°"
® APPROXIMATE BORING LOCATIONS
NOT TO SCALE
Compass Pointe West Entrance
Leland, Brunswick County,
North Carolina
ECS Project # 221651
October 6, 2014
KBW
RIE aFl,-251 '2do'
47t-'-Tp
Figure 1— Boring Location Plan
Provided by: Cape Fear
N Engineering
r
TM

Seasonal High Water Table Estimation
Compass Pointe West Entrance
Leland, Brunswick Co., North Carolina
ECS Project No. 22.21651
October 6, 2014
Location Depth USCS Soil Description
B-1 0-6" SM Black silty SAND
6"-14" Sc Gray clayey SAND
Seasonal High Water Table was estimated to be at 0 inches below the
existing grade elevation.
Groundwater was encountered at 14 inches below the existing grade
elevation.
The elevation was measured to be 47.66'.
Location Depth USCS Soil Description
B-2 0-6" SM Black silty SAND
6"-18" SIP Tan/orange fine SAND wlclay
18"-48" SC Tan/orange clayey SAND
Seasonal High Water Table was estimated to be at 24inches below the
existing grade elevation.
Groundwater was encountered at 42 inches below the existing grade
elevation.
The elevation was measured to be 48.01'
Location Depth USCS Soil Description
B-3 0-18" SM Brown fine SAND wlsilt
18"-36" SP Gray/orange fine SAND
36"-72" SC Tan/orange clayey SAND
Seasonal High Water Table was estimated to be at 48 inches below the
existing grade elevation.
Groundwater was encountered at 72 inches below the existing grade
elevation.
The elevation was measured to be 44.52'

Seasonal High Water Table Estimation
Compass Pointe West Entrance
Leland, Brunswick Co., North Carolina
ECS Project No. 22.21651
October 6, 2014
Location Depth USCS Soil Description
B-4 0-6" SM Gray silty SAND
6"-36" SP Tan/orange fine SAND wlclay
36"-48" SP Orange fine to coarse SAND
Seasonal High Water Table was estimated to be at 36 inches below the
existing grade elevation.
Groundwater was encountered at 48 inches below the existing grade
elevation.
The elevation was measured to be 35.02'
Location Depth USCS Soil Description
B-5 0-18" SP Gray fine SAND
18"-32" SM Black silty SAND (hardpan)
Seasonal High Water Table was estimated to be at 18 inches below the
existing grade elevation.
Groundwater was encountered at 32 inches below the existing grade
elevation.
The elevation was measured to be 30.27'
Location Depth USCS Soil Description
B-6 0-24" SP Gray fine SAND
24"-30" SM Black silty SAND (hardpan)
30"-72" SP Brown/gray fine to coarse SAND
Seasonal High Water Table was estimated to be at 55 inches below the
existing grade elevation.
Groundwater was encountered at 72 inches below the existing grade
elevation.
The elevation was measured to be 29.21'

Seasonal High Water Table Estimation
Compass Pointe West Entrance
Leland, Brunswick Co., North Carolina
ECS Project No. 22.21651
October 6, 2014
Location Depth USCS Soil Description
B-7 0-8" SP Gray fine SAND (fill)
8"-12" SM Black silty SAND (hardpan)
12"-36" SP Brown/gray fine to coarse SAND
Seasonal High Water Table was estimated to be at 16 inches below the
existing grade elevation.
Groundwater was encountered at 30 inches below the existing grade
elevation.
The elevation was measured to be 23.83'
Location Depth USCS
B-8 0-16" SM
6"-18" SP
18T-24" SM
24n-36" SP
Soil Description
Gray fine SAND wlsilt (fill)
Gray fine to med. SAND
Black silty SAND (hardpan)
Gray fine to med. SAND
Seasonal High Water Table was estimated to be at 20 inches below the
existing grade elevation.
Groundwater was encountered at 32 inches below the existing grade
elevation.
The elevation was measured to be 24.38'
Location Depth USCS Soil Description
B-9 0-20" SM Black silty SAND
20"-36" SP Brown fine SAND wlsilt
Seasonal High Water Table was estimated to be at 6 inches below the
existing grade elevation.
Groundwater was encountered at 24 inches below the existing grade
elevation.
The elevation was measured to be 22.45'

Seasonal High Water Table Estimation
Compass Pointe West Entrance
Leland, Brunswick Co., North Carolina
ECS Project No. 22.21651
October 6, 2014
Location Depth USCS Soil Description
B-10 0-36" SP Gray/brown SAND w/silt
Seasonal High Water Table was estimated to be at 24 inches below the
existing grade elevation.
Groundwater was encountered at 36 inches below the existing grade
elevation.
The elevation was measured to be 23.10'
Location Depth USCS
B-11 0-6n
SP
6"-30"
SP
30"-60"
CL
60"-72"
S P
Soil Description
Gray fine SAND
Tan/brown fine SAND w silt
Tan/gray sandy CLAY
Tan/gray fine SAND
Seasonal High Water Table was estimated to be at 55 inches below the
existing grade elevation.
Groundwater was encountered at 72 inches below the existing grade
elevation.
The elevation was measured to be 27.81'

General Data: Impervious, Drainage Area and Volume
PROJECT NUMBER: SW8
080107
Reviewer:
K Johnson -
DRAINAGE BASIN;
Cape Fear
Current Date
18-Aug-15
Original Run Date:
28-Jul-15
Pond Number
1
2
3
4
5
6
7
8
9
10
BMP Type
'Not Pond
INA Ports
No BMP in
DA
No BMP in
W
No SMP in
No BMP In
DA
No BMP in.
No BMP in
DA
No BMP in
DA
No BMP In
DA
Receiving Stream
Alligator
Branch
Alligetrs
Branch
-
Stream index
18-66-4
15-661
Class
C: SW
C' SW
Method used to determiner wired volume?
Simple
simile
Please Sled
Please Seled
Phase Setea
Please Select
Plesse Seect
Please Select
Please Select
Please Select
Simple Method, Design Storm, P,,,,vh„ in.
(Enter If Project is Subject to SA- NEEDED FOR 00171 SIMPLE AND =5 SA CALCe)
Simple Method, Design Storm of Old Rule, in:
(Enter if Part of Project is PerrJead Under en Old Rule Such as t.0'. If not leave blank)
SCS Discrete (Ti Method, Design Storm, Value of P_ ,ys.,,,, in:
(Enter the Value of P. if Non-S4 or P,,—r it SA)
-
-
Project is Subject to SA?
N
N
Please select
Please Select
Pease Select
Phax Select
Please Select
Please Select
Please Select
Please select
Volume That is Required, ft3:
(Volume from ell the Simple Idedwd of the SCS Method. It SCS Method for SA, compare
SCS at t ahr 1. Smi al 1 5' and chw Inn I:onnr vol—)
Simple Method Volume Summary.
Simple Method & SA
(2006 Rule, Greater of 1.5•• or iyrd4hr prelloost)+(Old Rule at 1.5")
Simple Method & non -SA
(20D8 Rule, 1,5'•)+(Old Rule, 1.0'•)
SCS Discrete (TR-55) Volume Summary', it Ti is used, then this spreadsheet is not
set up to account for adding that volume to an old mule calculated at a lower (1 0") storm. It
does not make sense to combine the volume cntculaaens that way.
SCS Discrete (TR-55) & SA
(2008 Rule, Greater of 1.5•• or 1 yl prelpost)
SCS Discrete (TR-55) & noni
76.536
75.536
50,589
50,589
T;:
-" "
`T'
Impervious Area :
Proposed Impervious (ALL IMPERVIOUS), Total, ft':
625,000
410,500
0
0
0
0
0
0
0
D
Onslte Roil
0
0
Onsde Streets
33,174
31,956
- -
Onsite Parking
0
0
Onsite Sidewalks
3,9W
0.800
Onsite Other
0
623
Future
587,876
377,121
011
0
0
Existing
0
0
Previously-Permil Impervious, Old Rule, BT:
0
0
0
0
0
0
0
0
0
0
Onsee Buildi s
Onsde Streets
Onslte Parkin
-
Onsite Sidewalks
Onsite Other Reserve
Future
Offsite
Existing
' Proposed Impervious, Subject to 200alli Rule, ftt;
625,000
418,500
01
01
01
01
01
C1
0
0
Drainage ArealNeeded For Both Simple and SCS Discrete
Drainage Area, Total , f?:
835.816
561,241
Onslte, fe:
835.816
561,241
Offsite, fe:
0
0
Previously -Permitted Drainage Ama.0)d Rule, fti
0
0
0
0
0
0
0
0
0
C
Onsite, fta:
0
0
Offsite, ftz:
0
0
Proposed DA (Being Added By Mod), f1s:
885,816
561,241
Drainage Area, Subject to Old Rule, ft"',
0
0
0
0
0
0
0
0
0
C
Drainage Area, Subject to New Rulo, fta;
Vaiume Roqtdro& Simple Mortbod pats-,: ':... •.. .... .,. ,
835,816
561,241
Volume Required, Old Rule, e:
0
0
0
0
0
0
0
0
0
0
Rvr.,,, o,�, Old Rule:
Volume Required, 206B Rule, it';
75,536
50.589
RvA b,,,,i,,,,,,m, 2D08 Rules
(Enter 0.05 if no pre -development allA)
0,05
0.05
0.05
0,05
0.05
1
0.05
0,05
0.05
Rv,.,,, p—,,p,,,,,, 200R Rule',
0.72
0.72
Volume Required,,,, R3:
75,536
60,589
0
0
0
0
D
0
0
0
Volume Required,,=,,,,, ft3,
0
0
0
0
0
0
0
0
0
0
Volume CIIICLlatiDnS - Page 1/3

SWB 090423-Compass Point West
i Review - 7/22/15 (Ponds 23, 27, 33 44 - The Rest Are Carried Over from Previous Review)
--4e
got Pond/ Top Sediment
got Shelf/ Top Forebay
PP
Top Shelf
TP
Wnr P"d a
Basin (Main +Forehay]
Forebay #1
Forebay 02
ContourEl
(ft)
SA
(sfl
Inc Vol
(cf)
Cum Vol
1cf)
Contour Ell
(ft)
SA
ISO
Inc Vol
(co
Cum Vol
i
Contour EI
Ift)
SA
(sf)
Inc Vol
(cf)
Cum Vol
(cf)
35.00
_ 13,007
0
0
35.00
96
0
C
35.00
930
a
o
-16.00
15,792
14,400
14,400
36.00
455
276
27E
36.00
1,946
1,138
1,139
37.00
18,644
17,218
31,618
37.00
886
671
946
37.00
1,833
1,590
2,729
38.00
21,560
20,102
51,720
38.00
1,385
1,136
2,082
38.00
2,391
2,112
4,840
39.00
24,534
23,0471
74,767
39.00
1,9491
1,667
3,7491
39.00
3,020
2,706
7,545
40.00
27,567
26,051
11
40.00
2,579
2,254
6,012
40.00
3,721
3,371
10,916
41.00
30,660
29,114
129,931
41.00
3,273
2,926
8,938
41,00
4,494
4,109
15,023
42A0
33,812
32,236
162,167
42.00
4,031
3,652
12,590
42.00
$,341
4,918
19,941
43.00
37,02S
35,419
197,585
43.00
4,856
4,444
17,033
43.00
6,261
5,8a1
25,742
44.00
40,296
39,661
236,246
44.00
5,745
5,301
22,334
44.00
1,256
6,759
32,500
44.50
44,152
21,112
257,358
-
-
-
-
45.00
47,997
23,037
280,395
-
-
-
-
46.00
51,382
49,690
330,094
-
-
-
-
46.30
51,7261
5,1551
335,240
1-
-
-
-
PP Volume Provided:
257.358 ft'
TP Volume Provided:
77,862 ft' = 335.2-:0 - 257,358
TP Volume Provided.,,,,,, :
77,882 Ft'
Forebay Volume Provided:
54,S34 ft' 22,334 + 32.500
Forebay Volume Provided q„w: -
57,922 ft'
Forebay %:
21% (n20%Because Forebay & Main Pool are at the Same Depth)
Bat Pond/ Top Sediment
Bot Shelf/ Top Forebay
PP
Top Shelf
TP
WO Pand a2
Basin (Main a Forehay)
Forebay
Contour El
Ift)
SA
(sfl
Inc Vol
(cf)
Cum Vol
(cf)
Contour El
(ft)
SA
(sf)
Inc Vol
(cf)
Cum Vol
(cf)
16,00
5,449
0
0
16.00
156
0
0
17.00
6,757
5,101
6,101
17.00
680
419
418
1&00
8,1S4
7,453
13,554
18.00
1,388
1,034
1,452
19.00
9,646
8,900
22,454
19.00
2,177
1,783
3,235
20.00
11,229
10,437
32,891
20.00
3,035
2,606
5,841
21.00
12,901
12,065
44,955
21.00
3,962
3,499
9,339
22,00
14,668
13,785
58,740
22.00
' 4,957
4,460
13,799
23.00
16,523
15,596
74,335
23.00
6,013
5,485
19,294
24.00
19,479
17,501
91,836
24.00
7,127
6,570
25,854
25.00
20,537
19,508
111,343
25.0a
8,299
7,713
33,567
26,00
22,692
21,615
132,958
26.00
9530
8,915
42,4S1
26,50
25,354
12,012
144,969
-
-
27.00
26,123
13,3691
159,338
-
-
2&001
30,466
29,29SI
187,633
-
-
2&261
31,0901
8,0021
195,635
-
-
PP Volume Provided:
144,969 ft'
TP Volume Provided:
50,666 ft° = 195 635 - 144,959
TP Volume Provided.,,,,,.:
50,666 It:
Forebay Volume Provided:
s
42,481 ft
Forebay Volume Provided a,,d:
42,481 ft'
Forebay %:
29% (>20%Bemuse ForebaP & Main Pool are at the Some Depth)
Page 1 of 1

ABotShelf
APermPool
ABOtPond
Depth
PP Elev
Top Sediment Storage/Bottom Pond Elev
Average I
.25 *(A 8ot5helf lA PerymPool !
`A 8ot5helf fA BOtPond 112
DepthlA 8ot5helf
Pond 1 Pond 2
40,296
22692
44,152
25354
6,905
1438
9.50
10.5
44.5
26.5
35.0
16
5.79
5.81
0,22817
0.22375
23600.5
12065
0.00024
0.00046
ftZ
ftZ
ftz
ft
msl
msl
ft

CAPE
E N G I N
August 14, 2015
Kelly Johnson
NCDENR
127 Cardinal Drive Extension
Wilmington, NC 28405
Subject: Additional Information
Stormwater Project No. SW8 080428
Compass Pointe- West Commercial
Brunswick County
Dear Kelly:
QOV INw �I
FEAR
PECEIVEP
AUG 14 2015
BY: —
Please find below our responses to your comments for the above referenced permit submittal.
1.) Pond 1 SI-IPVT on Plans: Please correct sheet P-1 to shoe that the SHVT is 40.5n7sl rather
than 49.92n7s1.
Sheet P-1 has been corrected to show that the SHWT is at 40.5ms1.
2.) Project BoundwD) [per 15A !VCR#C 0211. 1003(g)(5)1: Please show the project area/perrrlit
boundary on the plan with bearing/distance lines. Please n7ake sure that it doesn't overlap
the West Tract to the north. (It is difficult to tell on Sheet 1-1.).
All bearings and distances for the Project Boundary have been added to sheet 1-1. Boundary lines L31-
L39 represent the common border dividing the Proposed West Commercial Project and the previously
permitted West Tract Project. A note has been added on sheet I-1 to explain this. The heavy
continuous line shown overlapping the West Tract Project Boundary is merely a sheet index box
labeled in the lower left corner.
3.) Alligator Branch [per 15A NCAC 02H.100?(e).7:
ce. Please ,rhotiv the streams top of bcrrrl, and the 50ft birf• fer n7easarred f-on7 the %'OB on
the plans. (The previous 2008 version of the plan showed the stream 's centerline, but
not the top of bank with a buffer.)
h. Please make same that the pond is not inside the 50fi ha ffer. (B_ l's other than ponds
can be in the buffer, but the 2008 ride specifically excludes wet ponds.)
c. Huve you all obtained the necessary 401 and/or 404 permits for the stream crossing?
d. Are the bridge and sidetivalk over the stream woodenlslatiecP
(a) Cape Fear Engineering surveyed the top of bank for Alligator and Mineral Branch where the
streams meander near the wet detention basins. This top of bank surveyed on July 31, 2015 and
August 3`d, 2015 has been added to the plans and a 50 ft. stream buffer has been shown.
(b) The geometry of both wet detention basins has been slightly altered to ensure that the basin's top
of bank is not within the 50' stream buffers shown. New supplement forms, pond, and routing
calculations have been provided with this response as a result of these changes. No changes have
been made to pond bottom, sediment cleanout elevation, or normal pool elevation for either basin,
and thus revised 4&M agreements are not necessary.
151 Poole Road, Suite 100 • Betvitte, NC 28451 • TEL: [phone] • FAX [phone]
www. capefearengineering.com

f
(c) The concrete, roadway bridge over Alligator Creek was constructed in 2008 under the supervision
of Gary Mitchell. Several conversations took place during the initial permitting in regards to
401/404 permits and NCDENR was actively involved. It was determined that the bridging of non -
navigable water or wetlands of the United States with a normal pile supported structure did not
require a 404 or 401 permit.
(d) The roadway bridge over Alligator Branch is concrete, and the surface area of the bridge (:L6240
sf) has been added to the impervious allocation for Pond 42 under the "Roads" category, and the
"Future" impervious allocation has been reduced by the same amount such that there is no change
to overall impervious area proposed. The proposed golf cart bridge is to be wooden and slatted and
therefore is considered pervious. No wetlands will be disturbed during its construction.
I trust the information provided is sufficient for your approval of this modification request and execution of
the permit application. If you have any questions, concerns, or need any additional information, please
contact Matt Haley or myself directly.
Sincerely,
Michael House, E.1
Cc: CFE File 655-251 "36"
IECEeVE
AU6 14 2015 D
BY:—
151 Poole Road, Suite 100 • 8elville, NC 28451 • TEL: [phone] • FAX [phone]
www.capefearengineering.com

CAPE FEAR
ENGINEERING
151 Paoli Rd.,Sub 100; Belt' &, NC, 284551
TEL [phone]; FAX [phone]
www.cepefeareraheerhg.com
To
INCDENR
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn:
Ms. Kelly Johnson
❑ As Requested ❑ For Your Files
AU
Transmittal
f Date: 18/14/15 J
File: 655-251 "36"
subject: Compass Pointe West Commercial
(SW8 080107)
EXPRESS PERMIT
MODIFICATION
❑ For Distribution ® For your Review 1 Action 1 Approval
Quantity
Drawing No.
Description
1
Copy
Response Letter
1
Copy
Revised Drainage Areas Table
1
Copy
Revised Pond Calculations (Ponds 1 and 2)
1
Copy
Revised Wet Detention Basin Supplement (Ponds 1 and 2)
2
Copies
Revised Stormwater Management Plan Sheets
AUG i
-------------
Cape Fear Engineering, Inc
CC: File
File: 655-251 "36°
Signed:
Michael House, E.I.
Received By:
Date:
R: 6S5M5-251 WEST ENTRANCE ENGINEERING%AdminSSTORMWTR\AOG INF012015-07-3052015-07 TRANS-NCDENR.dac

Johnson, Kelly fW�Z
From: Johnson, Kelly (A 1AJVZ) 1
Sent: Thursday, July 30, 2015 11:47 AM 1
To: Matt Haley; Michael House (michael,[e-mail])
Cc: Bert Exum ([e-mail])
Subject: 5W8 080428 (Compass Pointe East) & 5W 080107 (Compass Pointe West Commercial)
Matt & Michael,
The East tract has been drafted for signature. Unless Georgette has questions about it, it should go out today.
I have a few questions for you on West Commercial:
1.) Pond 1 SHWT on Plans: Please correct sheet P-1 to show that the SHWT is 40.5msl rather than 49.92ms1.
2.) Project Boundary [per 15A NCAC 02H.1003(g)(5)1: Please show the project area/permit boundary on the plan
with bearing/distance lines. Please make sure that it doesn't overlap the West Tract to the north. (It is difficult
to tell on Sheet 1-1.).
3.) Alligator Branch [per 15A NCAC 02H .1005(e)]:
a. Please show the stream's top of bank and the 50ft buffer measured from the TOB on the plans. (The
previous 2008 version of the plan showed the stream's centerline, but not the top of bank with a
buffer.)
b. Please make sure that the pond is not inside the 50ft buffer. (BMPs other than ponds can be in the
buffer, but the 2008 rule specifically excludes wet ponds.)
c. Have you all obtained the necessary 401 and/or 404 permits for the stream crossing?
Are the bridge and sidewalk over the stream wooden/slatted?
I wish we had discussed this stream issue during the meeting on Monday. Hopefully this will not be an issue and can be
returned in the standard 7 days (by 8/6/15)? If not, please let me know and we will figure something out.
Thanks,
KJ
FzeLL�johwSoln,
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]

ffc4AA'MEv E-FiledpA�n(nlu/a^l�Report
'� „ LIMITED LIABILITY COMPANY
� E ANNUAL REPORT DO not data enter manually.
pY
NAME 01: LIMITED LIABILITY COMPANY: flood Creek, LLC
REPORT FOR THE YEAR: 2015
STATE OF INCORPORATION: NC .
SECRETARY OF STATE L.L.C. ID NUM13ER:
1020946
NATURE OF BUSINL'SS: Real Estate
REGISTERED AGENT: Exwn, Robert C G
REGISTI7-RED OFFICE MAILING ADDRESS:
Y O Box 1967
Wilmington, NC 28402-1967
REGISTERED OFFICE STREET ADDRESS:
503 Olde Waterford u'ay. Suite 200
Leland, NC 28451-4148 Brunswick County
PRINCIPAL OFFICE TELEPHONE NUMBER:
910-392-9325
PRINCIPAL OFFICE MAILING ADDRESS:
R O. Box 1967
Wilmington, NC 28402-1967
PRINCIPAL OFFICE STREET ADDRESS:
503 Olde Waterford Way, Suite 200
Leland, NC 28451-4148
Company Of iicials:
Name: Robert C. G. Exum
Title: Manerger
Address,-
503 Olde Waterford Wm: Suite 200
Leland, NC 28451
CERTIFICATION OF ANNUAL REPORT MUST
BE COMPI.ETEI7 BY ALL LIMITED LIABILITY COMPANIES
Robert C. G. Exum
3/27/2015
FORM MUST BE SIGNED BY A MANAGER/MEMBER DATE
Robert C. G. Exum
Manager
TYPE OR PRINT NAME
TYPE OR PRINT TITLE
ANNUAL REPORT FEE: E-Paid MAIL
TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

CAPE FEAR
ENGINEERING
151 Pooh,0d.,Suke 100; BWvft, NC, 28451
TEL [phone]; FAX [phone]
WWWCaPefeWe1Wh ring.00J1
To
JNCDENR
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn:
Ms. Kelly Johnson
Transmittal
Date: 7/27/2015
File: 655-251 "36"
Subject: Compass Pointe West Commercial
(SW8 080107)
EXPRESS PERMIT
MODIFICATION
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review I Action 1 Approval
Quantity
Drawing No.
Description
1
Original
Express Application Fee ($4000)
2
Orig. &
Copy
Stormwater Management Application
1
Copy
Wet Detention Basin Supplement and Checklist
1
Original
O&M Agreement
1
Copy
Stormwater Narrative and Calculations
1
Copy
ECS SHWT Reports
2
Copy
Stormwater Management Plans
Cape Fear Engineering, Inc
CC: File
File: 655-251 "36"
Signed:_
Michael House, E.I.
Received By:
Date:
P:15551655�251 WEST ENTRANCE ENGINEERI NGWm0ST0RMW TR12415-07-27 TRANS-NCDENR, doc

Johnson, Kelly
From: Johnson, Kelly
Sent: Friday, July 24, 2015 2:30 PM
To: Matt Haley; Michael House ([e-mail])
Subject: 5W8 080107, Compass Pointe West Commercial
Attachments: 2008 08 permit 080107.doc; 2008 02 permit 080107.doc
Matt & Michael,
I am looking through these to get a feel for it for next week. I just wanted to let you know that the 2008 permit
(attached) is issued to Hood Creek, LLC because I see that the applicant listed for Monday's meeting is CP Brunswick,
LLC. If the permit needs to transfer owners that will complicate things for Monday because we can't do transfers in
Express. (Of course the 2/1/08 permit is issued to ZDV, Inc., and I don't see that a transfer was done. I am not sure what
happened there. And, the 8/22/08 permit has a deed restriction requirement and I don't see that it is a
subdivision. Lots of questions on the history of this one.) Anyway, another heads up...
KJ
fze���johvLs0o,
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]

VAk !VIM
NCDENR
For DENR Use ONLY
Reviewer: f
North Carolina Department of Environment and Submit:
Natural Resources
Request for Express Permit Review Time
Confirm:
PILL -IN all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan IPDF file) a0d vicinity m9U !same jkms exnggted in the application
page of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;aiison.davidsonancdenr.g_ov
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.le ncdenr.gov
• Mooresville & Winston Salem Region - Patrick Grogan 704-235-2107 or natrickarocan anncdenr.aov
• Washington Region -Lyn Hardison 252-948-3842 or lyn.hardisonancdenr.aov
• Wilmington Region -Cameron Weaver 910-796.7303 or cameron.weaveroncdenr.Gov
NOTE: Project application received alter 12 noon will be stamped in the following work day. ^Mtk
Project Name: COMPASS POINTE - WEST COMMERCIAL (Formerly_
Temporarry Drive/Access and Commercial Center) County: BRUNSWICK a
Applicant: BOBBY HARRELSON Company: CP BRUNSWICK, LLC 1
Address: 503 OLDE WATERFORD WAY SUITE 200 City: LELAND, State: NC Zip: 28451-_
Phone: [phone] Fax: - - - , Email:
related to this Pro ect
SW_
SW _
SW _
NPDES
NPDES
WQ
Wfl _
E&S _
E&S _
Other
Physical Location:APPROX 1 MI WEST ON US 74176 FROM INT. OF ENTERPRISE BLVD AND US 74/76
Project Drains into ALLIGATOR BRANCH waters — Water classification C SW (for classification see- hUp:tlportal.ncdenr.org/weblwq/ps/csu/classifications)
Project Located in CAPE FEAR River Basin. Is project draining to class ORW waters? N, within'/I mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? N
Engineer/Consultant: MATTHEW HALEY PE Company: CAPE FEAR ENGINEERING, INC
Address: 151 POOLE ROAD SUITE 100 City: BELVILLE, State: NC Zip: 28451-_
Phone: [phone], Fax: [phone], Email: MATT. [e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE
$ # JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: — # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _# Curb Outlet Swales [:1 Off -site [SW (Provide permit #)]
® High Density -Detention Pond 2 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention — # Treatment Systems El High Density —SW Wetlands _ # Treatment Systems fir" 168
❑ High Density -Other _ # Treatment Systems / ® MOD:® Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW 8080107 (Provide Permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request]
Wetlands on Site ® Yes ❑ No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ® Yes ❑ No
Received from US ACOE ® Yes ❑ No
Buffer Impacts: ® No ❑ YES: _acre(s)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process w/ US ALOE: []Yes ® No Permit
For I)I:NR uti, only
Fee Split for multiple permits: (Check# ) Total Fee Amount$
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance(❑Maj; ❑Min)
$
Sw (❑ HD, ❑ LD, ❑Gen)
$
401:
$
LQS
$
Stream Deter,
$
NCDENR EXPRESS January 2014

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V"
STORMWATER NARRATIVE
This submittal is to modify the Temporary Drive/Access and Commercial Center stormwater
permit (SW8 080107) which is part of the Compass Pointe West Tract master plan. It is intended
to rename the permit: Compass Pointe West Commercial. The proposed project is located on the
north side of US Highway 74/76 approximately one -tenth of a mile WNW of the east end of
Malmo Loop Road (SR 1417) within Brunswick County, North Carolina.
An asphalt entrance road, associated sidewalk and utilities are to be installed between US
Highway 74/76 and the existing concrete bridge over Alligator Branch at the north end of the
project site.
Below is a summary of the changes included in the proposed modification.
• The project boundary has been expanded to 31.72 acres to include areas of future
commercial development
• The project is now proposed as high density development
• An asphalt entrance road, sidewalks, and utilities will be constructed
• Ponds 41 and 42 have been designed to replace the current wet detention basin and
temporary sediment traps.
Ponds # 1 and #2
Ponds #1 and 42 are new stormwater ponds to be constructed to treat runoff from the Compass
Pointe West Commercial project site. Upon completion of pond construction, these ponds will be
certified.

Stormwater Design Narrative
For
NCDENR EXPRESS Permitting
Subject:
ompass Pointe West Commercial
Formerly Titled:
mpass Pointe: Temporary Drive/Access and Commercial Center
Brunswick County, North Carolina
Prepared for
CP Brunswick, LLC
P.O. Box 699
Wilmington, NC 28402
[phone]
Date: June 2015
Prepared by
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
[phone]

STATE OF NORTH CAROLINA
Department of Environmental and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
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SECTION
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NAME
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