SW8080107_HISTORICAL FILE_20200512

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 PB61OY
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2UwC9s:1`aZ
YYYYMMDD

I
Burd, Tina J
From: Burd, Tina J
Sent: Tuesday, May 12, 2020 2:07 PM
To: [e-mail]; [e-mail]
Subject: SW8 080107 - Compass Point West Commercial
Attachments: SW8 080107 - Compass Pointe West Commercial.pdf
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) completed
their review of the Express Stormwater Permit Application for the subject project. Attached is the cover letter and
permit issued on May 6, 2020 that will be mailed separately, along with any other supporting documents.
f.
Please direct any questions to your reviewer.
i7O N0;T RESP3ND7O-,�TH EN1m .
Best Regards,,,
Tina Burd I
,
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer.Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
r
Uxry.atr.+;ri of t;�tri++7avncnt:s! t>u�+'T
Einail corresp0n7 ence to and from this address is subject to the
No; h Carolina Public Records Latin and may be disclosed to third parties.

I
Stormwater Design Narrative
For
NCDEQ Express Permitting
Subject:
Compass Pointe West Commercial
Permit Minor Modification
Brunswick County, North Carolina
Prepared for
Hood Creek, LLC
115 N 3rd Street, Suite 300
Wilmington, NC 28401
[phone]
Date: April 24, 2020
Prepared by
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
[phone]
APR 3 0 2020 i

STORMWATER NARRATIVE
This submittal is to modify the Compass Pointe West Commercial (SW8 080107) which is part
of the overall Compass Pointe West Tract master plan. Below is a summary of the changes
included in this proposed modification:
• Establishment of an offsite permit, Compass Pointe West Offsite #2. previously permitted
as outparcel, Lot #2, within the overall, permitted parcel boundary. The offsite permit
request will be submitted concurrently with this modification request.
• Reallocation of impervious areas to match site plan of Compass Pointe West Offsite 92.
Pond 41
Compass Pointe West Offsite 92 will consist of two commercial buildings with retail and office
space and will drain entirely to Pond #l. The most recent modification to the West Commercial
permit included designating off -site impervious allocation for Lot 42. This was done by revising
the pond calculations to show Lot 42 as an off -site drainage area with an associated off -site
impervious allocation. The calculations will be revised to show the most updated impervious
allocations (buildings, parking, sidewalk, etc.) for the site plan.

DocuSign Envelope ID: 6BA1641F-7C22-44BD-A966-9E420AFA5304
CONSENT OF SOLE MANAGER
OF
HOOD CREEK, LLC
The undersigned, being the sole Manager of Hood Creek, LLC, a North Carolina limited
Iiability company (the "Company"), does hereby take the following action and adopt the
following resolutions by signing their written consent hereto:
APPOINTMENT OF OFFICERS
RESOLVED, that the following person is hereby appointed to the office named and shall
hereby have such duties and responsibilities as relate to such office, including as may be required
in the ordinary course of the Company's business to subdivide, convey or lease real property
being sold or ]eased by the Company (and including execution of leases, deeds, lien affidavits
and waivers, closing statements and such other documents and instruments related to such
matters), with said person to serve in the office indicated until their respective successor has been
duly appointed and qualified, or until the earlier of their death, resignation, removal:
203496
Vice President - Administration ...............Greta L. Harrelson
This action and resolution is effective as of the day of �-'(2018.
Sole Manager:
Doeugigaid by:
{j ,iv In0JA
77 47iln
[` 1 R/FA
Bobby W. Harrelson, Manager of Hood Creek, LLC
APR 3 0 2020

WET DETENTION DA51N DATA SHEET DATE: 3)1 512019
DE51GN CALCULATIONS FOR PROJECT NO.: 655-25 I
COMPA55 POINTE WEST COMMERCIAL DE5IGNED BY: MI'i
POND # I
DRAINAGE AREA (Ad) =
IMPERVIOUS AREA (Ai):
PERCENT WPERVIOU5 (1):
ON-51TI
499;335�" "i 4
50. FT I I .46 ACRES
OFF -SITE
336,481 -•
50. FT 7.72 ACRE5
TOTAL," ^-
835,816 .-" •:; ' [
50. FT 15. } 9 ACRES
OVERALL
WEST COMMERCIAL
BUILDING5:; -;"
525,h -"- ;.„
50, IT
ROADS:'
40, 10,5 . : >.
50. FT
51DEWALK5:
�;004
5Q, FT
PARKING:
-0, !
5Q. FT
OFF5ITE: `
52_ _3,85.8 ^E
50, FT
FUTURE:
32� .5o5
50. FT
TOTAL:
625,000
50. FT
OFF-5iTE IMPERVIOUS BREAKDOWN
LOT 91
LOT IN POND I DA: 6.4 ACRES
BUILDINGS:
59,079
50, FT
PERCENT IMP.: 75%
ROADS:
O
50, FT
SIDEWALKS:
18,236
50. FT
PARKING:
123, 192
50. 1=T
RE5ERVE:
9,900
5Q. FT
TOTAL:'
210,407
50. FT
LOT #2
LOT 51ZE: 1.33
BUILDINGS:
10000
SQ, FT
ACRES
ROADS:
O
5Q, FT
SIDEWALKS:
5071
50. r"T
PARKING:
21 130
50. FT
RE5ERVE:
7,250
50. FT
TOTAL:
,43f45°111
SQ. FT
PERCENT IMP.: 75%
I = Ad/Ai = 74,7856 USE75%,
CALCULATE AVERAGE DEPTH (Davg):
SEE AVERAGE DEPTH CALCULATION 5PRPAD511EET FOR POND # I
CALCULATE REQUIRED SURFACE AREA AT PERMANENT POOL:
POND I,SFIALL`,1AVE`ANAVERAGE DEPT11 OF 6.0_"AND BED] 51GNEp;TO REMOVE 90%`T55: ;
INTERPOLATION OF TABLE 1 O-4 IN NCDENR 5TORMWATER BMP MANUAL
`90 IMP.
SA/DA
70�',
3.90
4.25
80.
a 4.60•.
5A/DA=
5A ro =
4.25%
35,522 5F. =
0.52 AC
SURFACE AREA PROVIDED AT PERMANENT POOL (ELEV. 44.5) = " 44, 1-"52 5F
5A PROV'D= 44, 1 52 > 35,522 =5A REO'D OK
NOTE: IF BULKHEAD 15 ADDED A5 PROP05ED 5A PROV'D= 42,36 } 5F
.':4551655.251 We5T N7RANCE #1 i:V15E0 2020-02-24
DAiA.4 ShidE#ET
I11 �
APR 3 0 2020 I.� E PAG� OF
BY:

MINIMUM REQUIRED VOLUME (SIMPLE METHOD BY TOM 5CHUELEF):
Rv=0.05+0.009'(I)
P.V= 0.722995013
VOLUME- 1 .0°'Rv'Ad = 1 ,73407G AC -FT
= 75,53G FT-3
VOLUME PROVIDED AT TEMPORARY POOL:
EL
5A-(5E)
44.5
44,)52
45
47,997
4G
51,382
4G. 1
5 1 ,72G
47
54,82G
48
58,330
49
G I ,893
50
65,5 I G
MINIMUM TEMP. POOL ELEVATION
(FROM SIMPLE
METHOD VOLUME):
REQ'D EL. -
4G.05
VOL, RIO'D -
75,53G
CP
TEMP, POOL ELEVAT{ON:
OUTLI=T EL, =
4G. I 0
VOL, PROV'D =
77,582
CP
INCREM.
O
23,037
49,G90
5,155
47,949
5G, 578
GO, I 12
G3.705
TOTAL
.Y.OL._N,-F_}
O
23,037
72,727
77,882 -E
125,831
182.409
242,520
30G,225
TEMP. POOL
NOTE; SINCE THE ELEVATION OF THE NEXT AVAILABLE OUTLET ABOVE THE NORMAL POOL 15 GREATER THAN THE
MINIMUM TEMP. POOL ELEVATION, THE OUTLET ELEVATION 15 THE TEMPORARY POOL ELEVATION.
VOL. PROV'D= 77,882 > 75,53G =VOL. REO'D OK
at
UATA 51f,T
?AGE 2 OF 4
PAb55\G55.251 VdE57 ENT2ANCE ENCINPEFAC6 CA—TON05,N)N0 N I FZEV15E➢ 2020-02.24

FOR-I5AY 51ZING:
PERMANENT POOL VOLUME:
INCREM.
TOTAL
EL.
SA(5F
5/S2L,_ C;f)
VOL. (CFI
35
13,007
0
0
3G
15,792
14,400
14.400
37
18,G44
17,215
3 I ,G 18
38
2 1 ,5G0
20,102
51,720
33
24,534
23,047
74,7G7
40
27,5G7
2G,05 1
100,8 17
41
30,GG0
29, 1 14
123,1331
42
33,512
32,23G
I G2, I G7
43
37,025
35,419
1137,585
44
40,29G
38,GG I
23C, 24C
44.5
44,152
2 1, 1 1 2
257,355
TOTAL REO'D FOREBAY VOLUME =
51,472
CF
DRAINAGE AREA (5F)
REO'D VOLUME (CF)
FORBAY 1
313,222
19289
37,47%
FORBAY2
522594
32183
G2.53%
CHECr� FOREBAY I VOLUME
INCREM.
TOTAL
EL,
5L(S?)
VOL. (CFl
VQ2 -(m
35
9G
0
0
3G
455
27G
27G
37
88G
G71
94G
38
1,385
1, 13G
2,062
39
1 ,949
I ,GG7
3,749
40
2,578
2,2G4
G,012
41
3.273
2,92G
8,938
42
4.031
3,G52
1 2,59C
43
4,85G
4,444
17,033
44
5,745
5,301
22,334
PROV'D VOLUME =
22,334
CF
VOL, PROV'D= 22,334 - 19,289 =VOL. REQ'D OG
CHECK FOREBAY 2 VOLUME
INCREM.
TOTAL
EL.
5A (5F)
VOL. (CF)
VOL. (CF)
35
930
O
O
3G
134G
1135
1135
37
1833
1569.5
2727.5
38
2391
2112
4539.5
39
3020
2705.5
7545
40
3721
3370.5
10015.5
41
4494
4 107.5
15023
42
5341
4917.5
19940.5
43
G2G I
5501
2574J.5
44
725G
G758.5
32500
Fi OV'D VOLUME IMF = 32 5rx-)
rF
VOL. PROV'D= 32500 32183 =VOL. REQ'D OK
FOREBAY5 1 AND 2 HAVE A COMBINED VOLUME OF 54,834 CF, WHICH IS
OF THE 257,355 CF PROVIDED AT THE PERMANENT POOL
ORIFICE SIZING: REGO DRAWDOWN TIME = 2-5 DAYS
NQTE; ORIFICE SIZED TO DIRAWDOWN THE TEMPORARY POOL IN 2-5 DAYS
02= 0.43713 CF5 (FOR 2 DAY DRAWDOWN)
05= 0.17455 CF-9 {FOR 5 DAY DPAWDOWN)
P.Ar55NG55-25I WE5T ENTRANCE REVi5CC 2020-02.24
2 1 .3%
POND x f
DATA 51EET
PAGE 3 Or 4

OIRINCE EL .=
TEMP. POOL EL. =
ORIFICE DIAMETER =
O FROV'D= CJW(2gh) ^ 112
44.5 (PERM. POOL EL.)
49. 10 (OUTLET EL.)
3.5 IN.
D PROV'D= 0.23494
WhERE: Cd= 0.6
A= O.OG681339 5F
g= 32.2 PP515
h= (TEMP POOL -NORMAL POOL)/3
= 0.53333333
Q2> 0.23494 >05 OK
DRAWDOWN TIME:
TIME = 1VQWNlt =
O PIROV'D
7553G
0.23494
3.72 DAY5
POND n
DATA 5MtET
FAG` 4 OFF 4
PAG55V455-25I WE57 ENTRP.NCP ENGINEERINrVC lasT0N051PCN0 # i REVi5ED 2020-02.24

CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100, SeWe, NC, 28451
TEL [phone], FAX [phone]
wwwcape fearmVineering. cam
To
NCDEQ
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn:
Garrett Zorda
TEO EM;_E �-)
APR 2 7 2020
Transmittal
Date: April 24, 2020
File: 655-251 "36"
Subject: I Compass Pointe West Commercial
(SW8 080107)
MINOR MODIFICATION
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review 1 Action 1 Approval
Quantity
Drawing No.
Description
1
Original
Express Application Fee ($1,500)
2
Orig. &
Copy
Stormwater Permitting Form 7: MINOR MODIFICATION
2
Orig. &
Copy
Revised Draft Commercial Subdivisions Deed Restrictions
1
Copy
Revised Stormwater Narrative
1
Copy
Revised Pond Calculations (Pond #1)
2
Copies
Revised Stormwater Management Plans
Cape Fear Engineering, Inc
CC: File
File: 655-251 "36"
Received By:
Date:
P:1655i655-251 WEST ENTRANCE ENGINEERINGUAdminISTORMWTR1April 2020 ModificationlTRANS-NCDEQAOC

r
Far DEQ Use ONLY
Reviewer: r7
North Carolina Department of Environmental Quality
Submit:
Request for Express Permit Review
Time: :09' n
Confirm: V
FILL-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 (PDF file) and vicinity map (same items expected in the application
ap ckage of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson(aD-ncdenr-gov
Provided Existing -Permits
related to this Project
• Fayetteville and Raleigh Regions -David Lee 919-791-4204; david.lee(dncdenr.gov
SW�,��
• Mooresville and Winston-Salem Regions -Paul Williams 336-776-9631; Paul. e.williams(d ncdenr.gov
• Washington Region -Lyn Hardison 252-948-3842 or [e-mail]
SW
SW
'
• Wilmington Region -Cameron Weaver 910-796-7265 or [e-mail]
NPDES
NOTE: Project application received after 12 noon will be stamped in the following work day.
NPDES
Wo
Project Name: COMPASS POINTS- WEST COMMERCIAL County: BRUNSWICK WQ '/t7
Applicant: BOBBY HARRELSON Company: HOOD CREEK, LLC E&S
Address: 115 N 3RD STREET SUITE 300 City: WILMINGTON, State: NC Zip: 28401-E&S
Phone: [phone], Fax: [phone], Email: @ Other
Physical Location:APPROX. 1 MI WEST ON US 74176 FROM INT, OF ENTERPRISE BLVD AND US 74176
Project Drains into ALLIGATOR BRANCH waters - Water classification C SW (DWR Surface Water Classifications Map}
Project Located in CAPE FEAR River Basin. Is project draining to class ORW waters? N, within % mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? N
Engineer/Consultant: MICHAEL HOUSE, P.E. Company: CAPE FEAR ENGINEERING. INC.
Address: 151 POOLE ROAD, SUITE 100 City: BELVILLE, State: NC Zip: 28451-
ff -1Phone: [phone], Fax: [phone], Email: michael.house@capefearengineering,com�
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE
$ # JOBS MAR 12 2020
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWR, ❑ DCM, ❑ DEMLR, ❑ 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
❑ IntermittentlPerenniai 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 e 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
® High Density -Detention Pond 2 # Treatment Systems' ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention — # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
ElHigh Density -Other „# Treatment Systems/® MOD:❑ Major [IMinor ❑ Plan Revision ❑ Redev. Exclusion SW (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 # & Amt. (for DEQ 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
Fee Split for multiplepermits: Check
i\
Buffer Impacts: ❑ No ❑ YES: _acre(s)
Isolated wetland on Property ❑ Yes ❑ No
404 Application in Process wl US ACOE: ❑ Yes ❑ No Permit
DEQ Lice OnK,
Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
LAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
$
LQS
S
Stream Deter—
$
\NCDEQ EXPRESS June 2019

STORMWATER NARRATIVE
This submittal is to modify the Compass Pointe West Commercial (SW8 080107) which is part
of the overall Compass Pointe West Tract master plan. Below is a summary of the changes `
included in this proposed modification:
• establishment of an offsite permit, Compass Pointe West OffS�ite 92, previously permitted
as -outparcel, Lot #2, within the overall, permitted parcel boundary. The offsite permit
request will be submitted concurrently with this modification request.
• Reallocation of impervious areas to match site plan of Compass Pointe West Offsite 92.
Pond 41
Compass Pointe West Offsite 42 will consist of two commercial buildings with retail and office
space and will drain entirely to Pond #l. The most recent modification to the West Commercial
permit included designating off -site impervious allocation for Lot 42. This was done by revising
the pond calculations to show Lot #2 as an off -site drainage area with an associated off -site
impervious allocation. The calculations will be revised to show the most updated impervious
allocations (buildings, parking, sidewalk, etc.) for the -site plan.

4
Stormwater Design Narrative
For
NCDEQ Express Permitting
Subject:
omp ass Pointe West Commercial
Permit Modification
Brunswick County, North Carolina
Prepared for
Hood Creek, LLC
1 15 N Yd Street, Suite 300
Wilmington, NC 28401
(9 10) 392-9325
Date: March 12, 2020
Prepared by
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
[phone]

• 5�..��'F34eS"7. '.&.,�1.2ha . �- N,l°'Ro..�a...o ,o
11
COW
$eNoa 4PARTmff] 9
AhC APICAL OFFICES ]�
y7 aoT ,o �
['1�I�11f •]sIS� �
Ill iil�� i f ti
•I�,lllill .._ _I�.w �.
Ca V nw I'ONTe
coNf.w cCIAL
oT +Z
uw - �r � •„ ry _
98UED FOR
FEGILATM FEVEW
CO £
CAPE FEAR
ENGINEERING
AOtiPASS PCANM
VAST
OU PA2M
655-251 F-2

Weaver, Cameron
From: Mason Manhertz <[e-mail]>
Sent: Thursday, March 12, 2020 157 PM
To: Weaver, Cameron
Cc: Hall, Christine; Michael House
Subject: [External] Compass Pointe West Commercial Mod. (SW8 080107); Offsite Permit Express
Requests
Attachments: WEST ENTRANCE -MASTER -SW OUTPARCELS.PDF; Offsite Stormwater Narrative
03-2020.pdf; REQUEST FOR EXPRESS Offsite.pdf, REQUEST FOR EXPRESS West
Commercial.pdf; West Commercial Stormwater Narrative 03-2020.pdf
Cameron,
We would like to request express meetings to establish an offsite permit to the Compass Pointe West Commercial
Stormwater permit which will concurrently require a modification to the aforementioned permit. Please find attached
two express request forms, two project narratives, and an overall project exhibit. Please let us know if you have any
questions or need anything else. Thanks,
Mason Manhertz
E FEAR
E N G I N E E R I N G[capefearengineering.comI
mason. manhertz ca efearen ineerin .com

��:
pJal�� �� vA �.�4.