SW8220809_Historical File_20220907

Hay, Patricia
From: Hay, Patricia
Sent: Thursday, September 8, 2022 8:50 AM
To: [e-mail]; [e-mail]; Norris, Kellie E;
Weaver, Cameron
Cc: Burd, Tina J
Subject: Express permit SW8 220809 Cresswind
Attachments: SW8 220809 Cresswind O & M Agreement.pdf; SW8 220809 Cresswind
Supplement.pdf, SW8 220809 Cresswind Application.pdf; SW8 220809 Cresswind
Attachment A.pdf; SW8 220809 Cresswind Permit.pdf, SW8 220809 Cresswind
Letter.pdf
Good morning — Paper copies of documents will be sent via USPS.
Regards - Patricia
Patricia Fuller Hay
Office Manager
Wilmington Regional Office Contact List
Division of Environmental Assistance & Customer Service Checkout the DEACS Biennial Report
NC Department of Environmental Quality
For spills or other environmental emergencies after hours, contact Emergency Management@800-858-0368.
Phone [phone]
Email Patricia.HavCa.ncdenr.gov
Courier #04-16-33
Fax [phone] and 910-350-2018
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC ._28405
—.�_..._ —

PARAMO'UNTE
E N CC 1 N E E FZ 1 N G, i N C.
1 2 2 CINEMA DRIVE
W T T M T N (t' T 0 N, T. C 2 v 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
1. F 'T' 'T' F. R n F 'r R A N c IV a T 'r e x
To:
NCDEQ Stormwater— Express Program
Date
8/31/22
127 Cardinal Drive Ext.,
Wilmington, NC 28405
Re:
Cresswind
Attn:
Kellie Norris
Project No.
21166YE
e ate sendin : ® Originals
he following items:1 ❑ Correspondence
® Prints ❑ Shop Drawings ® Calculations
® Plans ❑ Specifications ® Other as listed below
Quantity
Date
Dwg. No.
Description
2
Revised Sheets including revised details
1
Wet Pond (Pond 2 and 3) updated calculations
1.
TTpdated Pond 3 Supplement pages
1
Updated Pond 3 OM agreement page 4
1
Lot Impervious Chart
1
Response Letter
Issue Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
[Action Taken ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
Remarks:
In addition to comments, submitted an updated C-6.00 that shows Synlawn detail that will be used in some back ards
This is for your records at close out/turnover to HOA/POA
Cc:Signed:
Tim Clinkscales, PE PLS
1

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRIAN WRENN
Director
August 24` . 2022
Via email only: msantoslaWoaanhomes.com
Blueberry Ventures, LLC, Owner
Attn: D. Logan, Manager
60 Gregory Road, Suite 1
Bellville, NC 28451
NORTH CAROLINA
Environmental Quality
Subject: Request for Additional Information
Stormwater Project No. SWS 220809
Cresswind
Brunswick County
Dear Mr. Logan:
The Wilmington Regional Office received and accepted a Express State Stormwater Management Permit
Application for the subject project on August I I', 2022. A preliminary in-depth review of that information has
determined that the application is not complete and that additional information is needed. To continue the review,
please provide the following additional information in a single, hard copy submittal Package:
f 1. 15A NCAC 02H.1040(1)(a) and .1042(2)(b)(ii): The application was signed by D. Logan; however the
provided documentation from the NC Secretary of State does not identify Mr. Logan as a member or
manager of this LLC. Two other documents were also provided concerning Blueberry Ventures, LLC.
'1 he first document, "Articles of Amendment to the Articles of Organization of Coastal Winds, LLC"
does declare D. Logan as the manager of the company. The second document, "First Amendment to the
Operating Agreement of Blueberry Ventures, LLC" states that the member, D Logan, "assigned all of his
interest in the Company to D Isbell Logan, Trustee or the successors in trust, under the D Logan
Revocable Trust, including, without limitation, all of his Ownership Interest, Membership Interest, and
Economic Interest (the "Assignment")". Please confirm Mr. Logan's title and relationship to Blueberry
Ventures, LLC and update Section Ul of the application accordingly. rlease clocumentation from
2. 15A NCAC 02H.1042(2)(f):
applicant
a. In the stage -storage table for above the permanent pool that includes the forebay for Pond #2, the
permanent pool area is reported as 68,075 square feet. However, in the stage -storage tables
below, the permanent pool of the main pool area is listed as 68,080 and the forebay as 11,460.
These areas when totaled are more than the 68,075 square feet reported above. Please reconsider
the stage -storage tables for Pond #2 and revise documentation as necessary.
b. For Pond #3, in the forebay stage -storage table, it appears that the incremental volume starting at
elevation 37.0 is incorrect. Please reevaluate this forebay and revise any documentation as
necessary. loth items have been updated in the package
3. 15A NCAC 02H.1042(2)(g)(iv): Please add contour labeling to all three ponds on plan sheets C-4.2, C-
4.9, C-4.10, C-4.11, and C-4.12. 'ond contours labeled
4. 15A NCAC 02H.1053(3): For Pond #3, the pond and forebay bottom elevations as well as the sediment
storage elevations are presented inconsistently throughout the application documents, including in the
Operation & Maintenance Agreement and Supplement. Please confirm these elevations are presented
consistently throughout the application package. Page 4 of OM agreement updated and in package
15A NCAC 02H. 1003(7),.1042(2), and .1042(2)(k): Please email the table summarizing the BUA
allocated to the lots to the email address provided below so that it can be preserved electronically per the
regulatory requirements. In package and emailed
AUG 31 M22
D EQii�North Carolina Department of Environmental Quality Division of Energy, I and Land Resources `—
Wilmington Regional Office - 127 Cardinal Drive Extension I Wilmington, No
cnaouw
910.796.7215

State Stormwater Permit No. SW8 220809
Page 2 of 2
6. 15A NCAC 02H.1042(2): In addition to mailing a hard copy of the revised Supplement-EZ, please email
a pdf of the supplement form to the email address provided below so that it can be preserved
electronically per the regulatory requirements. Same as above
7. Due to the relatively minor nature of these comments, the express additional information review fee has
been waived.
Please remember to confirm that any revised information is presented consistently throughout the application
documents including calculations, supplements, narrative, and plans. Please also remember to provide two hard
copies of any updated documents per 15A NCAC 02H.1042(2).
All of the requested information listed above should be received in this Office by September V, 2022, or the
application will be returned as incomplete. If additional time is needed to submit the requested information,
please email your extension request prior to this due date to the email address provided below with a justification
and a date of when the requested information will be submitted, which shall be no later than 5 business days past
the original due date. Please remember that extension requests delay the issuance of the final permit. Also,
please note that only two letters requesting additional information is allowed in the State Stormwater Program. If
the information is not satisfactorily provided after the second request, the project will be returned. If the project
is returned and you wish to re -submit to the Express Program, you will need to reschedule the project through the
Express Coordinator for the next available review date and will need to resubmit all required items at that time,
including the application fee.
The construction of any impervious surfaces, other than a construction entrance under an approved Sedimentation
Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS
143-215.6A.
Please label all packages and cover letters as "Express" and reference the State assigned project number on all
correspondence. If you have any questions concerning this matter, please feel free to call me at [phone] or
email me at [e-mail].
Sincerely,
d3dA, Nrs W.4,
Kellie Beth Norris
Environmental Engineer
DES/kbn: \\\Stormwatcr\Permits & Pmjects\2022\220809 HD\2022 08 addinfo 220809
cc: Tim Clinkscales, PE, Paramounte Engineering; via email: [e-mail]
Wilmington Regional Office Stormwater File
CI 2.
AUG 3 . 2022
B�L
North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension Wilmington, North Carolina 28405
woarH caaounu. �
°epibma oeearamnwi QW4 910.796.7215

PARAMOUNTE
E N G I N E E Ft I N G, 1 N C.
1 2 2 CINEMA DRIVE
w I I M i N G T 0 N, N C 2 n 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
I. E T T E R O F T R A W S M 1 T T A 1.
To:
NCDEQ Stormwater — Express Program
Date
8/12/22
127 Cardinal Drive Ext.,
Wilmington, NC 28405
Re:
Cresswind
Attu:
Kellie Norris
Project No.
YE
e are sen ® Originals
he following items: ❑ Correspondence
® Prints ❑ Shop Drawings ® Calculations
® Plans ❑ Specifications ® Other as listed below
Quantity
Date
Dwg. No.
Description
2
Revised C-4.0 Overall Grading and Drainage Plan
ssue Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
KcItion Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
marks•
Aub 12 20V

CRESSWIND
Brunswick County, North Carolina
STORMWATER AND EROSION CONTROL NARRATIVE
Prepared for:
Blueberry Ventures, LLC
60 Gregory Road, Suite 1
Belville, NC 28451
Prepared by:
PA1R,AM(DUTN4*TTE
E N CM 1 N a E R 1 N Ca . 1 N G.
1" Cinema Drive
Wilmington, NC 28403
NC License #: C-2846
Project#21166.PE
December 2021
Revised April 2022

Project Name:
Blueberry Properties
Client:
Blueberry Ventures, LLC
Project Number:
21166.PE
Prepared By:
DJF
Date:
8/9/22
Basin: DA #1
[POST]
pARAMou1vTE
Drainage area= 11.317 acres = 0.018 miZ 492978
Area Calculations
Land Use
Area (Ac.)
% of Basin
Single Family Lots
0.000
Buildings
1.743
Roadways
0.000
Parking
2.296
Sidewalks
0.591
Other
0.000
Off -site Traffic (Turn Lane)
0.115
Misc. Future
0.688
Impervious (Total) =
5.432
48.0%
Open Space - Good
5.100
45.1%
Permanent Pool - Pervious
0.785
6.9%
Sum: 11.32
100.0%
Basin: DA #2 [POST] Drainage area= 18.722 acres = 0.029 miZ
Area caicuian
Land Use
Singa Fi2mily LULb
Buildings
Roadways
Parking
Sidewalks
Other
Off -site Traffic (Turn Lane)
Misc. / Future
Impervious (Total) _
Open Space - Good
Permanent Pool - Pervious
Basin: DA #3 [POST]
Land Use
Single Family Lots
Townhome lots
Buildings
Roadways
Parking
Sidewalks
Other
Off -site Traffic (Turn Lane)
Misc. / Future
Impervious (Total) _
Open Space - Good
Permanent Pool Pervious
Area (Ac.)
0.723
2.428
0.830
2.638
1.188
0.000
0.172
1.007
8.986
8.172
1.563
Sum: 18.72
% of Basin
43.7%
8.3%
100.0%
0
75905
100008
25765
5000
29952
235630
222158
34190
815510
31500
105780
36145
114931
51733
7500
43856
391445
355990
68075
Drainage area= 36.632 acres = 0.057 miZ 1595695
Area (Ac.)
4.649
2.877
1.549
2.835
2.276
0.591
1.315
0.115
0.489
16.696
18.372
1.564
Sum: 36.63
% of Basin
50.2%
4.3%
100.0%
202500
125325
67467
123513
99122
25765
57269
5000
21300
727261
800294
68140

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Blueberry - Wet Pond #1
NCDEQ Wet Retention Basin NDC USA NCAC 02H.10S31
Objective: Design a wet retention basin with the following characteristics: a permanent water pool depth between 3- and
8-feet with a temporary water pool sized to detain the design storm (1.5" coastal depth or 1-yr pre -post vol) depending on which
watershed the project drains Into. The stormwater flow path shall be adequate for water quality and discharges in non -erosive manner
Long Term Pond Performance is up to the permitee's responsibility in regards to the O&M standards per the permit conditions.
Step 1: Determine the surface area required based on SAIDA Ratio Coastal Tand Average Dept. MDC 1 & 2.
Post -Development Conditions
Total Drainage Area
11.317
ACRE
Value from CAD
Impervious Drainage Area
5.432
ACRE
Value from CAD
Impervious Cover
48.0%
Impervious Cover=(Impervious Drainage
Area)/(Total Drainage Area)*100%
Elevation of Permanent Pool Surface
43.0
FT
Value selected by designer
Elevation of Wet Detention Pond Bottom
37.0
FT
Value selected by designer (Excludes Sed. Storage)
Depth of Permanent Pool
6.0
FT
Avg. Depth of Permanent Pool
Required SA/DA Ratio
4.5 FT Value from Avg. Depth Calculation (MDC 2; Equation 31
1.478 Value from Coastal NC Chart
tequired Permanent Pool Surface Area 7,286 SF Required Surface Area=(Required SAIDA
Ratio)*(Total Drainage Area)
Provided Main Pond Perm. Pool Surface Area 26,550 SF From stage -storage calculations
Step 2: Determine the Design Storage Elevation within the wet detention pond. MDC 2 and MDC 3
Runoff Coefficient, Rv
0.482 IN/IN
Rv=0.05+0.009*(% Impervious)
Required 1.5" Runoff Volume
�g 702 CF
1.5" Runoff Volume=1.5Inch *Rv*1 foot/12
(Volume of Temporary Pool)
Inch*(Total Drainage Area)
1-yr, 24-hr Pre-Dev Volume
N/A CF
HydroCAD SCS Hydrographs
1-yr, 24-hr Post-Dev Volume
N/A CF
HydroCAD SCS Hydrographs
Required Runoff Volume
1.5" Runoff Volume or 1-vr. 24-hr Pre/Post
Volume of Temporary Pool) Volume Difference as applicable
storage Elevation at Required Volume 43.82 FT Value from stage -storage table.
storage Elevation Provided 44.00 FT Value selected by designer
storage Volume Provided 36,168 CF Value Is based upon stage -storage values.
See HydroCAD stage -:storage hvdroaraahs
1 of 2

Step 3. Calculate the required forebay volume (15-20% of perm. pool volume). MDC 5.
Main Pond Volume 92,795 CF Main PPool Volume
1S% Main Pond Volume 13,919 CF ForebayVolume=(Main Pond Volume)*15%
20% Main Pond Volume 18,SS9 CF Forebay Volume= (Main Pond Volume)*20%
>rovided Forebay Volume 17,603 CF Value from stage -storage tables
=orebay Percentage 19.00/0
Step 4a: Verify the time required to drawdown the required runoff volume is within 2 to S days. MDC 7.
Diameter of Proposed Low -flow Orifice
3.00
IN
Value chosen by designer
Storage Elev for Required Volume
43.82
FT
Value from above
Head (Ho)
0.70
FT
(Ho)=(Design Storm Staging flev)-(Centrold of
orifice elevation)
Driving Head (Ho) for Orifice Equation (Ho/3)
0.23
FT
Ho/3
Cd, Coefficient of Discharge
0.60
Value chosen by designer
Q, Flowrate Through Low -flow Orifice
0.11
CFS
Q=Cd*(Pi)*((Diameter ofOrlfice)*(i ftI12
in)]A2/4*[2*32.2*(Avenge Head)JA112
Drawdown Time for Required WQV
3.02
DAYS
(Drawdown Time)=(Required Runoff
Volume)/0*(1 dav/86400seconds)
Step 4b: Verify the time required to drawdown the provided runoff volume is within 2 to 5 days. MDC 7.
Diameter of Proposed Low -flow Orifice
3.00
IN
Value chosen by designer
Storage Elev at Next Highest Outlet
44.00
FT
Value from above
Head (Ho)
0.88
FT
(Hc)=(Design Storm Staging Elev)-(Centrold of
orifice elevation)
Driving Head (Ho) for Orifice Equation (Ho/3)
0.29
FT
Ho/3
Cd, Coefficient of Discharge
0.60
Value chosen by designer
Q, nowrate Through Low -flow Orifice
0.13
CFS
Q=Cd*(PI)*((Diameter of orirrce)*(.1 f/17
in)]^2/4*(2*32.2*(Aven9e Head)]A112
Drawdown Time for Provided WQV
3.28
DAYS
(�awdown Time) (P%ided Runoff
2of2

Blueberry - Wet Pond #1
Stage -Area -Storage Calculations
Stage/Storage Above Permanent Pool (Including Forebay)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
43.0
34,190
0
0 -Permanent Pool
44.0
38,145
36,168
36,168
45.0
42,160
40,153
76,320
46.0
46,230
44,195
120,515
47.0
50,355
48,293
168,808
48.0
54,535
52,445
221,253 -Top of Pond
Stage/Storage Main Pond
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
36.0
5,785
0
0
Mond Bottom
37.0
7,770
0
0
Sediment Storage
38.0
10,000
8,885
8,885
39.0
12.415
11,208
20,093
40.0
14,935
13,675
33,768
41.0
17,705
16,320
50,088
42.0
20,580
19,143
69,230
+-Bottom of Shelf
43.0
26,550
23,565
92,1yb
+irermanenz pooi
Forebay #1
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
37.0
145
0
0
-Forebay Bottom
38.0
500
0
0
-Sediment Storage
39.0
1,080
790
790
40.0
1,885
1,483
2,273
41.0
2,910
2,398
4,670
42.0
4,165
3,538
8,208
43.0
5,490
4,828
13,035
-Forebay Volume
Forebay #2
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
37.0
50
0
0
-Forebay Bottom
38.0
190
0
0
-Sediment Storage
39.0
400
295
2A.r,
40.0
675
538
833
41.0
1,020
848
1,680
42.0
1,430
1,225
2,905
43.0
1,895
1,663
4,568
+-Forebay Volume

Cresswind - Wet Pond #1
Stage -Area -Storage Calculations
StageiStorage Above Permanent Pooi (inciuding Forebay)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF) Temp Volume WQV Elev
43.0
34,190
0
0 -Permanent Pool 29701.99 43.821
44.0
38,146
36,168
36,168
45.0
42,160
40,153
76,320
46.0
46,230
44,195
120,515
47.0
50,356
48,293
168,808
48.0
54,535
52,445
221,253 -Top of Pond
Stage/Storage Main Pond
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
36.0
6,786
0
0
*-Pond Bottom
37.0
7,770
0
0
+- Sediment Storage
38.0
10,000
8,885
8,885
39.0
12,416
11,208
20,093
40.0
14,936
13,675
33,768
41.0
17,706
16,320
50,088
42.0
20,580
19,143
69,230
-Bottom of Shelf
43.0
26,560
23,565
92,795
-Permanent Pool
13,919
18,559
15%
20%
Forebay #1
Cumulative
Contour
Incremental
Volume, S
Forehay 1 DA
Forebay 2 nA
Contour
Area (SF)
Volume (CF)
(CF)
37.0
146
0
0
-Forebay Bottom
7.32
2.74 (acres)
38.0
500
0
0
-Sediment Storage
% of Total Forebay DA 131.53 acres
39.0
1,080
790
790
40.0
1,886
1,483
2,273
74.1 %
25.9%
41.0
2,910
2,398
4,670
13,035
4,568 (W3)
42.0
4,165
3,530
8,208
Provided Forebay Volume
43.0
5,490
4,826
13,035
--Forebay Volume
13,035
4,568
Forebay #2
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
37.0
60
0
0
-Forebay Bottom
38.0
190
0
0
-Sedimerrt Storage
17,603
39.0
400
295
295
40.0
675
538
833
41.0
1,020
848
1,680
42.0
1,430
1,225
2,905
43.0
1,895
1,663
4,568
Forebay Volume
ECE,VED
AUG 12 2021
BW

Blueberry - Wet Pond #2
NCDEQ Wet Retention Basin MDC r15A NCAC 02H.30531
Objective: Design a wet retention basin with the following characteristics: a permanent water pool depth between 3- and
8-feet with a temporary water pool sized to detain the design storm (1.5" coastal depth or 1-yr pre -post vol) depending on which
watershed the project drains into. The stormwater flow path shall be adequate for water quality and discharges in non -erosive manner
Long Term Pond Performance is up to the permitee's responsibility in regards to the O&M standards per the permit conditions.
Step 1: Determine the surface area required based on SA/DA Ratio Coastal Tand Average Dept. MDC 1 & 2.
Post -Development Conditions
Total Drainage Area
18.722
ACRE
Value from CAD
Impervious Drainage Area
8.986
ACRE
Value from CAD
Impervious Cover
48.0%
Impervious Cover=(Impervious Drainage
Area)/(Total Drainage Area)*100%
Elevation of Permanent Pool Surface
44.0
FT
Value selected by designer
Elevation of Wet Detention Pond Bottom
38.0
FT
Value selected by designer (Excludes Sed. Storage)
Depth of Permanent Pool
6.0
FT
Avg. Depth of Permanent Pool
Required SA/DA Ratio
5.2 FT Value from Avg. Depth Calculation [MDC 2; Equation 31
1.478 Value from Coastal NC Chart
tequired Permanent Pool Surface Area 12,053 SF Required Surface Area=(Required SA/DA
Ratio)*(Total Drainage Area)
21rovided Main Pond Perm. Pool Surface Area 68,0S0 SF From stage -storage calculations
Step 2: Determine the Design Storage Elevation within the wet detention pond. MDC 2 and MDC 3
Runoff Coefficient, Rv
0.482 IN/IN
Rv=0.05+0.009*(% Impervious)
Required 1.5" Runoff Volume
49135 CF
1.5" Runoff Vd1ume=1.5lnch*Rv*1 foot/12
(Volume of Temporary Pool)
,
Inch *(Total Drainage Area)
1-yr, 24-hr Pre-Dev Volume
N/A CF
HydroCAD SCS Hydrographs
1-yr, 24-hr Post-Dev Volume
N/A CF
HydroCAD SCS Hydrographs
Required Runoff Volume
.e ,
1 5" Runoff Volume or 1-vr, 24-hr Pre/Post
Volume of Temporary Pool) "'" Volume Difference as applicable
itarage Elevation at Required Volume 44.69 FT Value from stage -storage table.
Storage Elevation Provided 45.00 FT Value selected by designer
'storage Volume Provided 70,703 CF Value Is based upon stage -storage values.
See HvdroCAD stage -storage hvdrograohs
1 of 2

Step 3. Calculate the required forebay volume (15-20% of perm. pool volume). MDC 5.
Main Pond Volume 258,550 CF Main Wool Volume
15% Main Pond Volume 38,783 CF Forebay Volume=(Main Pond Volume) *15%
20% Main Pond Volume 51,710 CF Forebay Volume=(Main Pond Volume)*20%
Provided Forebay Volume 40,805 CF Value from stage -storage tables
Forebay Percentage 15.8%
Step 4a: Verify the time required to drawdown the required runoff volume is within 2 to 5 days. MDC 7.
Diameter of Proposed Low -flow Orifice
4.00
IN
Value chosen by designer
Storage Elev for Required Volume
44.69
FT
Value from above
Head (Ho)
0.53
FT
(Ho)=(Design Storm Staging Elev)-(Centrold of
orifice elevation)
Driving Head (Ho) for Orifice Equation (Ho/3)
0.18
FT
Ho/3
Cd, Coefficient of Discharge
0.60
Value chosen by designer
Q, Flowrate Through Low -flow Orifice
0.18
CFS
Q=Cd*(PI)*[(Diameter of Orifice)*(1 ft/12
1n)]^2/4*[2*32.2*(Avenge Head)]-1/2
Drawdown Time for Required WQV
3.23
DAYS ,
(Drawdown Time)=(Required Runoff
Volume)/0*0 day/86400 seconds)
Step 4b: Verify the time required to drawdown the provided runoff volume is within 2 to 5 days. MDC 7.
Diameter of Proposed Low -flow Orifice
4.00
IN
Value chosen by designer
Storage Elev at Next Highest Outlet
45.00
FT
Value from above
Head (Ho)
0.83
FT
(Ho)=(Design Storm Staging Elev)-(Centrold of
orifice elevatlon)
Driving Head (Ho) for Orifice Equation (Ho/3)
0.28
FT
Ho/3
Cd, Coefficient of Discharge
0.60
Value chosen by designer
Q, Flowrate Through Low -flow Orifice
9
0.22
CFS
Q=Cd*(PI)*[(Diameter of Orifice)*(1 ft/12
in)]^2/4*[2*32.2*(Avenge Head)]^S/2
Drawdown Time for Provided WQV
3.70
DAYS
(Drawdown Time)=(Provided Runoff
Volume)/Q*(1 day/86400 seconds)
2of2

Blueberry - Wet Pond #2
Stage -Area -Storage Calculations
Stage/Storage Above Permanent Pool (Including Forebay)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
44.0
68,075
0
0 Permanent Pool
45.0
73,330
70,703
70,703
46.0
78,640
75,985
146,688
47.0
84,005
81,323
228,010
48.0
89,430
86,718
314,728
49.0
94,910
92,170
406,898 --Top of Pond
Stage/Storage Main Pond
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
37.0
27,905
0
0
+-Pond Bottom
38.0
31,250
0
0­-Sediment
Storage
39.0
34,670
32,960
32,960
40.0
38,160
36,415
69,375
41.0
41,715
39,938
109,313
42.0
45,330
43,523
152,835
43.0
49,010
47,170
200,005
-Bottom of Shelf
".0
56,615
52,813
252,818
-Permanent Pool
Forebay
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
37.0
1,520
0
0 +-Forebay Bottom
38.0
2,620
0
0 -Sediment Storage
39.0
3,850
3,235
3,235
40.0
5,220
4,535
7,770
41.0
6,680
5,950
13,720
E
42.0
8,210
7,445
21,165
43.0
9,805
9,008
30,173
A1�6 3 i02
'
44.0
11,460
10,633
40,805 +-Forebay Volume
BY

Blueberry - Wet Pond #3
NCDEQ Wet Retention Basin MDC r15A NCAC 02H.10531
Objective: Design a wet retention basin with the following characteristicss: a permanent water pool depth between. 3- and
8-feet with a temporary water pool sized to detain the design storm (1.5" coastal depth or 1-yr pre -post vol) depending on which
watershed the project drains into. The stormwater flow path shall be adequate for water quality and discharges in non -erosive manner
Long Term Pond Performance is up to the permitee s responsibility in regards to the O&M standards per the permit conditions.
Step 1: Determine the surface area required based on SAIDA Ratio Coastal Tand Average Dept, MDC 1 & 2.
Post -Development Conditions
Total Drainage Area
36.632
ACRE
Value from CAD
Impervious Drainage Area
16.695
ACRE
Value from CAD
Impervious Cover
45.6%
Impervious Cover=(Impervious Drainage
AreaNTotal Drainage Area)*100%
Elevation of Permanent Pool Surface
42.0
FT
Value selected by designer
Elevation of Wet Detention Pond Bottom
38.0
FT
Value selected by designer (Excludes Sed. Storage)
Depth of Permanent Pool
4.0
FT
Avg. Depth of Permanent Pool
Required SA/DA Ratio
3.6 FT Value from Avg. Depth Calculation [MDC 2; Equation 3]
2.899 Value from Coastal NC Chart
tequired Permanent Pool Surface Area 46,259 SF Required Surface Area=(Required SAIDA
Ratio) *(Total Drainage Area)
Provided Main Pond Perm. Pool Surface Area 60,673 SF From stage -storage calculations
Step 2: Determine the Design Storage Elevation within the wet detention pond. MDC 2 and MDC 3
Runoff Coefficient, Rv 0.460 IN/IN Rv=0.05+0.009*(% Impervious)
Required 1.5" Runoff Volume g1787 CF 1.5" Runoff Volume=l 9 lnch*Rv*1 1ooV12
,
(Volume of Temporary Pool) -
Inch *(Total Drainage Area)
1-yr, 24-hr Pre-Dev Volume N/A CF HydroCAD SCS Hydrographs
1-yr, 24-hr Post-Dev Volume
Required Runoff Volume
N/A CF HydroCAD SCS Hydrographs
a, �1e� rC 1.5" Runoff Volume or 1-yr, 24-hr Pre/Post
Volume of Temporary Pool) "'"'" —1 Volume Difference as applicable
'storage Elevation at Required Volume 43.28 FT Value from stage -storage table.
Storage Elevation Provided 43.50 FT Value selected by designer
Storage Volume Provided 107,784 CF Value Is based upon stage -storage values.
See HydroCAD stage -storage hvdrooraahs
RECEIVER
AUG 3 12022
BY:
1 of 2

Step 3: Calculate the required forebay volume (15-20% of perm. pool volume). MDC 5.
Main Pond Volume 187,850 CF Main PPool Volume
15% Main Pond Volume 28,178 CF Fnrebav Volume=(Main Pond Volume)*15%
20% Main Pond Volume 37,370 CF Forebay Volume=(Main Pond Volume)*20%
Provided Forebay Volume 28,558 CF Value from stage -storage tables
Forebay Percentage 15.2%
Step 4a: Verify the time required to drawdown the required runoff volume is within 2 to 5 days. MDC 7.
Diameter of Proposed Low -flow Orifice
5.00
IN
Value chosen by designer
Storage Elev for Required Volume
43.28
FT
Value from above
Head (Ho)
1.08
FT
(Ho)=(Design Storm Staging Elev)-(Centrold of
orifice elevation)
Driving Head (Ho) for Orifice Equation (Ho/3)
0.36
FT
Ho/3
Cd, Coefficient of Discharge
0.60
Value chosen by designer
Q, Flowrate Through Low -flow Orifice
0.39
CFS
Q=Cd*(Pi)*[(Diameter of Orifice) *(I ft/12
in)]A2/4*[2*32.2*(Avenge Head)]AI/2
Drawdown Time for Required WQV
2.70
DAYS
(Drawdown Time)=(Required Runoff
Volume)/0*0 day/86400 seconds)
Step 4b: Verify the time required to drawdown the provided runoff volume Is within 2 to 5 days. MDC 7.
Diameter of Proposed Low -flow Orifice
5.00
IN
Value chosen by designer
Storage Elev at Next Highest Outlet
43.50
FT
Value from above
Head (Ho)
1.29
�T
(Ho)=(Design Storm Staging Elev)-(Centrold of
orifice elevation)
Driving Head (Ho) for Orifice Equation (Ho/3)
0.43
FT
Ho/3
Cd, Coefficient of Discharge
0.60
Value chosen by designer
Q, Flowrate Through Low -flow Orifice
0.43
CFS
Q=Cd*(Pi)*[(Diameter ofOriirce)*(1 ft112
!n)]A2/4*[2*32.2*(Avenge Head)]AI/2
Drawdown Time for Provided WQV
2.90
DAYS
(Drawdown Tlme)=(Provided Runoff
Volume)/Q*(1 day/86400 seconds)
ECEI
AUG' 3 1 2022
BY:
2of2

Blueberry - Wet Pond #3
Stage -Area -Storage Calculations
Stage/Storage Above Permanent Pool (Including Forebay)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
42.0
68,140
0
0 -Permanent Pool
43.0
73,090
70,615
70,615
43.5
75,585
37,169
107,784
44.0
78,090
38,419
146,203
45.0
83,150
80,620
226,823
46.0
88,265
85,708
312,530
47.0
93,440
90,853
403,383
48.0
98,670
96,055
499,438 -Top of Pond
Stage/Storage Main Pond
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
37.0
32,705
0
0
*-Pond Bottom
38.0
37,165
0
0
•- Sediment Storage
39.0
41,695
39,430
39,430
40.0
46,290
43,993
83,423
41.0
50,945
48,618
132,040
-Bottom of Shelf
42.0
60,675
55,810
187,850
-Permanent Pool
Forebay #1
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
34.0
615
0
0
-Forebay Bottom
35.0
1,220
0
0
-Sediment Storage
36.0
1,910
1,565
1,565
37.0
2,675
2,293
3,858
38.0
3,505
3,090
6,948
39.0
4,400
3,953
10,900
40.0
5,355
4,878
15,778
41.0
6,370
5,863
21,640
42.0
7,465
6,918
28,568
-Forebay Volume
AUG 3 12022
8Y.

11
9
0
3Do
fi
Outlet W = Do + 0.4La
pipe
diameter (Do) La
Tai w r 5Do
PQio 70
FES-100 I I I
FES-213 Ij
FES-340
FES-Q00
CRESSWIND - MAX Tw
RIP -RAP APRON CALCS
21166.PE
07.28.22
Curves may not be extrapolated.
Figure 8.06b Design of outlet protection from a round pipe flowing full, maximum tailwater condition (Tw? 0.5 diameter).
FES-100
FES-121
FES-200
FES-213
FES-300
FES-340
Q25 = 25.4 crs
Q25 = 11.7 cfs
Q25 = 10.4 —
Q25 = 41.7 cfs
Q25 = 48.0 cfs
Q25 = 56.1 dfs
Do = 36"
Do = 30"
Do = 24"
Do = 48"
Do = 48"
Do = 48"
3Do = 9'
3Do = 7.5'
3Do = 6'
3Do = 12'
3Do =12'
3Do = 12'
La =13'
La =11'
La =9'
La =18'
La =18'
La =18'
W = 8.2'
W = 6.9'
W = 5.6'
W = 11.2'
W = 11.2'
W = 1 1.2'
8.06.4
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Rev. 12/93

CRESSWIND TRACT
Brunswick County, North Carolina
PTT
roleci Lf11I111b0/.1'L
Table of Contents
Design Narrative
Proposed Improvements
Results
Maintenance
Erosion and Sedimentation Control Specification
Soils Map
Reference Data
USGS Man
Erosion Control Calculations
Stormwater Calculations
Pagel
AU6 i 1 2022 ,
BY. —

CRESSWIND
Brunswick County, North Carolina
Project #21166.PE
DESIGN NARRATIVE
Cresswind is an undeveloped tract just south of the intersection of NC 179 and Old Georgetown
Road SW (SR 1183) near Shallotte. Please find this design narrative, plan, and supporting
calculations sufficient for meeting both erosion control requirements according to NCDEQ and
Brunswick County regulations. The property has an approximate latitude and longitude of 331
56' 22" N, 78° 24' 45" W ( Deed Book 4669 Page 964-971).
The existing property is undeveloped as mentioned. The ground cover for the subject property
is mostly grass and woodland. According to the attached USGS map and ground topography,
site is broken into 3 drainage areas, 2 toward Jinny's Branch (SA,HQW) but we are greater than
Ih mile from Jinny's Branch and one near the roundabout at the intersection toward The Mill
Pond therefore all ponds are sized for the 1.5" storm.
The soils consist of mostly of Leon Fine Sands (Lo) (HSG A/D).
PROPOSED IMPROVEMENTS
Blueberry Ventures, LLC proposes to construct a single development that will consist of 351
total units broken down into build for rent cottages (243), townhomes (55) and single family lots
(53). The developments stormwater is controlled through County pre/post wet ponds through
the site with all flow being treated and controlled by the State and County wet ponds (Wet
Pond 1-3) with a discharge to the existing wetlands at the southern property corner. No
impervious will be constructed in the 50' vegetative setback and Pond 1 outfalls outside of the
setback.
The proposed wet pond has been sized to account for the offsite roadway improvement BUA
increase as noted in the application and supporting documents, although capturing and treating
this specific area is not feasible. Sizing the pond for the impervious increase demonstrates a
best practice effort to provide equal or better treatment and protection for the receiving waters.
Temporary sediment basins/traps with temporary diversion ditches will control erosion during
clearing and grading operations until the proposed conveyance system is constructed and
operational. Perimeter measures, silt fence and construction entrances are also proposed.
DESIGN METHOD
Hydrologic Soil Group Classifications have been taken from the USDA Web Soil Survey as
mentioned above.

Storm conveyance calculations have been performed utilizing the Rational Method within
Carlson Hydrology 2020 which employs the FHWA Method for HGL computations. The
Brunswick County IDF curve has been implemented for the 10-year HGL calculations.
Storm routing calculations have been performed utilizing the SCS Method within HydroCAD
version 10.10.
MAINTENANCE
Contractors shall be responsible for periodic inspection and maintenance of all indicated
erosion control devices. In addition, inspection and any necessary maintenance will be required
immediately following any significant storm event. Any erosion control measure that fails to
function as intended shall be repaired immediately. Upon completion of construction and the
establishment of stabilized ground cover, the property owner shall be responsible for any
ongoing site maintenance.

EROSION AND SEDIMENTATION CONTROL SPECIFICATION
PART 1-GENERAL
1.1 RELATED DOCUMENT
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
1.2 WORK INCLUDED
A. Contractor shall take every reasonable precaution throughout construction to prevent the
erosion of soil and the sedimentation of streams, lakes, reservoirs, other water impoundments,
ground surfaces, or other property as required by State and Local regulations.
B. Contractor shall, upon suspension or completion of land -disturbing activities, provide
protection covering for disturbed areas. Permanent vegetation shall be established at the earliest
practicable time. Temporary and permanent erosion control measures shall be coordinated to
assure economical, effective, and continuous erosion and sediment control throughout the
construction and post construction period.
1.3 RELATED SECTIONS
A. Related Sections — The following Sections contain requirements that relate to this Section:
1. 01011— Existing Underground Utilities
2. 01015 — Special Conditions for this Contract
3. 01070 — Shop Drawings, Project Data & Samples
4. 02200 — Earthwork, Excavation Trenching, and Backfilling
5. 02230 — Site Clearing
6. 02240 — Dewatering
7. 02485 — Seeding General Areas
1.4 REGULATORY REQUIREMENTS
A. Contractor shall be responsible for prevention of damage to properties outside the construction
limits from siltation due to construction of the project. The Contractor will assume all
responsibilities to the affected property owners for correction of damages that may occur.
Erosion control measures shall be performed by the Contractor, conforming to the requirements
of, and in accordance with plans approved by applicable state and local agencies and as per the
erosion control portion of the construction drawings and these specifications. The Contractor
shall not allow mud and debris to accumulate in the streets. Should the Contractor pump water
from trenches during construction, appropriate siltation preventative measures shall be taken
prior to discharge of pumped water into any storm drain or stream.

PART 2 - PRODUCTS
2.1 Open mesh biodegradable mulching cloth.
2.2 Fertilizer shall be 10-10-10 grade or equivalent.
2.3 Lime shall be dolomitic agricultural ground 1 limestone containing not less than 10 percent
magnesium oxide.
2.4 Phosphate shall be 20 percent super phosphate or equivalent.
2.5 Provide grass seed mixture as shown on the plans.
2.6 Silt fence shall consist of non -biodegradable filter fabric (Trevira, Mirafi, etc.) wired to
galvanized wire mesh fencing and supported by wood or metal posts.
2.7 NCDOT Class B stone for erosion control.
PART 3 - EXECUTION
3.1 CLEARING
A. Clearing and grubbing shall be scheduled and performed in such a manner that subsequent
grading operation and erosion control practices can follow immediately thereafter, Excavation,
borrow, and embankment operations will be conducted such that continuous operation. All
construction areas not otherwise protected shall be planted with permanent vegetative cover
within 7 working days after completion of active construction. All slopes shall be planted
within 14 calendar days after completion of such activity.
3.2 STABILIZING
A. The angle for graded slopes and fills shall be no greater than the angle that can be retained by
vegetative cover or other adequate erosion control devices or structures. All disturbed areas not
to be paved and left exposed will, within 14 calendar days of completion of any phase of
grading, be planted or otherwise provided with either temporary or permanent ground cover,
devices, or structures sufficient to restrain erosion. All slopes steeper than 3:1 shall be planted
or otherwise provided with either temporary or permanent ground cover, devices, or structures
sufficient to restrain erosion within 7 calendar days.
3.3 REGULATORY REQUIREMENTS
A. Whenever land disturbing activity is undertaken on a tract, a ground cover sufficient to restrain
erosion must be planted or otherwise provided within 7 calendar days on that portion of the
tract upon which further active construction is to being undertaken.
B. If any earthwork is to be suspended for any reason whatsoever for longer than 7 calendar days,
the areas involved shall be seeded with vegetative cover or otherwise protected against
excessive erosion during the suspension period. Suspension of work -;- any area of operation
does not relieve the Contractor of the responsibility for the control of erosion in that area.

PART 4 - CONSTRUCTION PHASE
4.1 PRACTICES
A. Avoid dumping soil or sediment into any streambed or watercourse. Backfill for stream
crossings shall be placed dry and compacted to minimize siltation of the watercourse, where
applicable.
B. Maintain an undisturbed vegetative buffer where possible between a natural watercourse and
trenching and grading operations.
C. Avoid equipment crossings of streams, creeks, and ditches where practicable.
PART 5 - SEDIMENT CONTROL FEATURES
5.1 GENERAL
A. All devices (silt fences, retention areas, etc.), for sediment control shall be constructed at the
locations indicated prior to beginning excavation on the site. All devices shall be properly
maintained in place until a structure or paving makes the device unnecessary or until directed
to permanently remove the device.
5.2 DESIGN APPLICATIONS
A. Mulch shall be used for temporary stabilization of areas subject to excessive erosion, and for
protection of seed beds after planting where required.
1. Jute, mesh, etc. should be installed as per manufacturer's instructions.
B. Silt fences shall be used at the base of slopes to restrict movement of sediment from the site.
C. Riprap shall be used at the proposed outfall pipes as indicated on plans.
D. Establish vegetative cover on all unpaved areas disturbed by the work.
1. Preparation of Seedbed. Areas to be seeded shall be scarified a depth of 6 inches until a
firm, well -pulverized, uniform seedbed is prepared. Lime, phosphorous, and fertilizer
shall be applied during the scarification process in accordance with the following rates.
a. Lime — 2 ton per acre
b. Nitrogen —100 pounds per acre
C. P205 — 200 pounds per acre
2. Seeding. Disturbed areas along roads and ditches shall be permanently seeded with 10-20
pounds per acre of centipede during the period from March through September. Seeding
performed during the period from April to August shall be temporarily seeded with 40
pounds per acre of German Millet. The permanent vegetative cover will be over seeded
at the earliest possible time as specified above.
3. Mulch all areas immediately after seeding. Mulch shall be applied and anchored as
specified hereinbefore.

5.3 MAINTENANCE
A. The Contractor shall be responsible for maintaining all temporary and permanent erosion
control measures in functioning order. Temporary structures shall be maintained until such
time as vegetation is firmly established and grassed areas shall be maintained until completion
of the project. Areas which fail to show a suitable stand of grass or which are damaged by
erosion shall be immediately repaired.
5.4 REMOVAL OF SEDIMENT CONTROL DEVICES
A. Near completion of the project, when directed by the Owner's agent, the Contractor shall
dismantle and remove the temporary devices used for sediment control during construction.
All erosion control devices in seeded areas shall be left in place until the grass is established.
Seed areas around devices and mulch after removing or filling temporary control devices.
END OF SECTION 02410

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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2022-00654 County: Brunswick County U.S.G.S. Quad: Shallotte
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee:
Address:
Telephone Number:
E-mail Address:
Size (acres)
Nearest Waterway
USGS HUC
Mary Santos
Blueberry Ventures, LLC
60 Gregory Road, NE. Suite 1
Belville, NC 28451 A---'%� a=• g U.
[phone] AU6 1 1 2022
msantodsria loeanhomes.com BY:
70 acres Nearest Town Shallotte. NC
Williams Branch River Basin Lumber
03040208 Coordinates Latitude: 33.934736
Longitude:-78.413717
Location description: This 70 acre site (Cresswind) is located on Hale Swamp Road in Shallotte, Brunswick County NC
(Parcel ID's: 2130006& 21300067 & 21300066)
Description of projects area and activity: This project will use a NWP 29 to construct a sinele family style residential
development. Impacts for the uroiect will include 0.09 acres of permanent 404 wetland_ impacts and .40 acres of impacts to
Jurisdictional Open Water Ditches.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number and/or Nationwide Permit Number: 29 Residential Development
SEE ATTACHED RGP or NKP GENERAL, REGIONAL AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated Mav 23, 2022. Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class
I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional
general permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below,
provided it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit
authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and
conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to
commence in reliance upon the nationwide and/or regional general permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide and/or regional general permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (LAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Wilmington, NC.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.

If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Gary Beecher at [phone] or Gary.H.Beecher(i4usace.armv.mil.
Corps Regulatory Official:
Expiration Date of Verification: NWP 29 will expire on March 15, 2026
A. Determination of Jurisdiction:
Date: May 23, 2022
® There are waters, including wetlands, on the above described project area that may be subject to Section 404 of the
Clean Water Act (CWA) (33 USC 6 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC & 403) This
preliminary determination is not an appealable action under the Reeulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable action by contacting
the Corps district for further instruction. Please note. if work is authorized by either a general or nationwide permit,
and you wish to request an appeal of an approved JD, the appeal must be received by the Corps and the appeal process
concluded prior to the commencement of anv work in waters of the United States and prior to any work that could alter
the hydrology of waters of the United States.
2. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act (RNA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC §
1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification.
3. ❑ There are waters, including wetlands, within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
4. ❑ A jurisdiction determination was not completed with this request. Therefore, this is not an appealable action. However, you
may request an approved JD, which is an appealable action, by contacting the Corps for further instruction.
5. ❑ The aquatic resources within the above -described project area have been identified under a previous action. Please reference
the approved jurisdictional determination issued.
B. Basis For Jurisdictional Determination: An Approved JD for this project was issued on May 18, 2018.
C. Remarks: A desk ton review was conducted on this PCN and P rD application using information obtained from the
consultant (Davey Resource Group) and Corps generated OL2 Lidar Maps
D. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
E. Appeals Information for Approved Jurisdiction Determinations (as indicated in A2 and A3 above).
If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed
you will find a Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Philip Shannin, Appeal Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]

In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by N/A.
It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.
Corps Regulatory Official:
Gary Beecher
Date of JD: May 23, 2022 Expiration Date of JD: PJD does not expire
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
http://corr)smapu.usace.army.mil/cm apex/Vp=136:4:0.
Copy furnished via e-mail to:
Consultant:
Kim Williams
Davey Resources Group
3805 Wri¢htsville Avenue, Suite 15
Wilmington, NC 28403
[phone]
kim.williamsnu,davev.com

Action ID Number: SAW-2022-00654 County: Brunswick County
Permittee:
Project Name:
Date Verification Issued:
Project Manager:
Mary Santos
Blueberry Ventures, LLC
Cresswind
May 23, 2022
Gary Beecher
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Gary Beecher
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

• A�
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401
Shallofte
PROJECT AREA
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OperiStreetMap contributors, and the GIS User .Community, Esn, HERE,
Garmin, (c) OpenStreetMap c:ontrlbutois
L:evve I L AVIL/J1LUL I YV C I LAIVUA rILCJ\LIVIUL L000 -- tsiueDer-y I raCrS, U LOgamMANs
Boundaries are approximate and not meant to be absolute.
Map Source: world Street Map
Cresswi nd
Brunswick County, NC
January 2022
LMG21.085
'"'o L M G
I -AN I) MANAGOMENT GROUP
a Yle aY company
3805 Wrightsville Avenue
Wilmington, NC 28403
[phone]
N
0 0.5 1 2
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Figure 1,
Vicinity Map

Legend Total Open Water Impacts: 0.39fi ac
404 Wetlarsle
Total Wetland Impacts: 0.0N ac
....... .
Shorn
Jurisdictions] Dllchm -
Proposed Impels io June ctbv i Dkhn — —
hosed Impacts to JudsdWwal Welands
NOTES:
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
2. NOT A SURVEYED OR ENGINEERED DRAWING.
3. FOR ENVIRONMENTAL PERMITTING ONLY.
0 125 250 500

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
A. REPORT COMPLETION DATE FOR PJD: May 23, 2022
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Wes Fryer, LMG, 3505 Wrightsville Ave., Ste. 15, Wilmington, NC 28403
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington, Cresswind, SAW-2022-00654
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: Brunswick City: Shallotte
Center coordinates of site (lat/long in degree decimal format):
Lat.: 33.934736 Long.:-78.413717
Universal Transverse Mercator: 17N 739051 mE, 3757933 mN
Name of nearest waterbody: Jinnys Branch
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑■ Office (Desk) Determination. Date: May 23, 2022
❑ Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non -wetland
waters)
Geographic authority
to which the aquatic
resource "may be"
subject (i.e., Section
404 or Section 10/404)
W1
33.938883
-78.413417
-2.1 ac
Wetland Waters
Section 404
W2
33.936867
-78.414467
-3.2 ac
Wetland Waters
Section 404
S 1
33.939075
-78.413236
^-902'
Non -Wetland Waters
Section 404
T1
33.934686
-78.412336
-469'
Non -Wetland Waters
Section 404
T2
33.937067
-78.412125
-2816'
Non -Wetland Waters
Section 404
T3 133.937881
-78.412167
-- 876' 1
Non -Wetland Waters
Section, 404
T4 33.938883-78.412575 -451' Non -Wetland Waters Section 404
T5 33.939631-78.412517 --938' Non -Wetland Waters Section 404

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in
the review area, and the requester of this PJD is hereby advised of his or her option
to request and obtain an approved JD (AJD) for that review area based on an
informed decision after having discussed the various types of JDs and their
characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a
Nationwide General Permit (NWP) or other general permit verification requiring "pre -
construction notification" (PCN), or requests verification for a non -reporting NWP or
other general permit, and the permit applicant has not requested an AJD for the
activity, the permit applicant is hereby made aware that: (1) the permit applicant has
elected to seek a permit authorization based on a PJD, which does not make an
official determination of jurisdictional aquatic resources; (2) the applicant has the
option to request an AJD before accepting the terms and conditions of the permit
authorization, and that basing a permit authorization on an AJD could possibly result
in less compensatory mitigation being required or different special conditions; (3) the
applicant has the right to request an individual permit rather than accepting the terms
and conditions of the NWP or other general permit authorization; (4) the applicant can
accept a permit authorization and thereby agree to comply with all the terms and
conditions of that permit, including whatever mitigation requirements the Corps has
determined to be necessary; (5) undertaking any activity in reliance upon the subject
permit authorization without requesting an AJD constitutes the applicant's acceptance
of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps permit
authorization based on a PJD constitutes agreement that all aquatic resources in the
review area affected in any way by that activity will be treated as jurisdictional, and
waives any challenge to such jurisdiction in any administrative or judicial compliance
or enforcement action, or in any administrative appeal or in any Federal court; and (7)
whether the applicant elects to use either an AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, a proffered individual permit (and all terms
and conditions contained therein), or individual permit denial can be administratively
appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic
jurisdiction exists over aquatic resources in the review area, or to provide an official
delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds
that there "may be"waters of the U.S. and/or that there "may be" navigable waters of
the U.S. on the subject review area, and identifies all aquatic features in the review
area that could be affected by the proposed activity, based on the following
information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources
below where indicated for all checked items:
❑■ Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map:Preliminary Upland/Wetland Delineation Sketch
Data sheets prepared/submitted by or on behalf of the PJD requestor.
❑■ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
❑■ U.S. Geological Survey map(s). Cite scale & quad name: USGS Brunswick County GIS Mosaic
0 Natural Resources Conservation Service Soil Survey. Citation: Brunswick County GIS Soils Data
❑ National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: .(National Geodetic Vertical Datum of 1929)
❑■ Photographs: ❑■ Aerial (Name & Date): NAPP 1998, NC OneMap Aerial Imagery 2020
or ❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑j Other information (please specify): Corps QL2 Lidar Map
determinations.
Signature and date of
Regulatory staff member
completing PJD
Signature and date of
person requesting PJD
(REQUIRED, unless obtaining
the signature is impracticable)'
1 Districts may establish timeframes for requestor to return signed PJD forms. If the requestor does not respond
within the established time frame, the district may presume concurrence and no additional follow up is
necessary prior to finalizing an action.

L:\VVCI LMINUJXCULI VYt. LANUA- NLtoXLml7L'I.ut5O — t3luenerry Tracts, D LoganllNAPS N
Boundaries are approximate and not meant to be absolute. 0 200 400 800
Map Source: 2020 NC OneMap Aerial Photography I reei
Blueberry Tracts
Brunswick County, NC
Map Date: 10/01/2021
LMG21.085
LAND MANAGPM91SI9' GROUP
a Wi18YI company
3805 Wrightsville Avenue
Wilmington, NC 28403
Preliminary
Upland/Wetland
Delineation Sketch

33" 56' 32" N
33" 55' 52" N
Hydrologic Soil Group —Brunswick County, North Carolina 3
(Blueberry -A)
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Map projection: Web Mecamr Carrw mordrates: WGS84 SdW tics: urM zone 17N wGS64 AUG 112022
1 it SSDA Natural Resources Web Soil Survey 8/26/2021
Conservation Service National Cooperative Soil Survey 9Y; Page 1 of 4

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Hydrologic Soil Group —Brunswick County, North Carolina
Hydrologic Soil Group
Blueberry -A
Map unit symbol
Map unit name
Rating
Acres in AOI
Percent of AOI
Lo
Leon fine sand
A/D
52.6
74.4%
Ma
Mandarin fine sand
BID
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1.5%
Mu
Murville mucky fine sand
A/D
17.1
24.1%
Totals for Area of Interest
70.6
100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive
precipitation from long -duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when
thoroughly wet. These consist mainly of deep, well drained to excessively
drained sands or gravelly sands. These soils have a high rate of water
transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well
drained soils that have moderately fine texture to moderately coarse texture.
These soils have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of
water transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink -swell
potential, soils that have a high water table, soils that have a claypan or clay
layer at or near the surface, and soils that are shallow over nearly impervious
material. These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in
their natural condition are in group D are assigned to dual classes.
!eating Options
Aggregation Method. Dominant Condition
f>> Natural Resources Web Soil Survey 8/26/2021
�%" Conservation Service National Cooperative Soil Survey Page 3 of 4

Hydrologic Soil Group —Brunswick County, North Carolina
Component Percent Cutoff. None Specified
Tie -break Rule: Higher
Blueberry -A
Natural Resources Web Soil Survey 8/26/2021
="s� Conservation Service National Cooperative Soil Survey Page 4 of 4

CERTIFICATION OF MEMBER AND MANAGER
OF
BLUEBERRY VENTURES, LLC (F/K/A COASTLAND WINDS, LLC)
The undersigned, being the sole member and the sole manager of Blueberry
Ventures, LLC (f/k/a Coastland Winds, LLC) (the "Company"), DO HEREBY CERTIFY that.
A. D Isbell Logan is, and has been at all times since the date of organization of
the Company, the sole manager of the Company.
B. As the sole manager of the Company, D Isbell Logan has complete authority
over and the exclusive control and management of the business and affairs of
the Company, and the authority to execute, in the name and on behalf of the
Company, any and all agreements, certifications, instruments, and other
documents.
C. D Isbell Logan, Trustee, or the successors in trust, under the D Logan
Revocable Trust, is the sole member of the Company.
IN WITNESS WHEREOF, the undersigned have executed this Certificate of
Member and Manager as of the 30th day of August, 2022.
MEMBER:
D LOGAN REVOCABLE TRUST
By:
D Isbell Logal%20-40
D Isbell Lo E_

FIRST AMENDMENT TO THE
OPERATING AGREEMENT OF BLUEBERRY VENTURES, LLC
(F/K/A COASTLAND WINDS, LLC)
THIS FIRST AMENDMENT TO THE OPERATING AGREEMENT OF
BLUEBERRY VENTURES, LLC (F/K/A COASTLAND WINDS, LLC) (hereinafter referred to
as the "Amendment"), made and entered into as of the day of June, 2021 by D ISBELL
LOGAN, TRUSTEE, OR THE SUCCESSORS IN TRUST, UNDER THE D LOGAN
REVOCABLE TRUST (hereinafter referred to as the "Member");
WITNESSETH:
WHEREAS, Coastland Winds, LLC, a North Carolina limited liability company
("Company") was heretofore formed, and is documented by that certain Operating Agreement of
Coastland Winds, LLC, dated May 24, 2021 ("Agreement"), reference to the Agreement hereby
is made, the Agreement specifically is incorporated herein by this reference, and, except as
otherwise defined herein, the defined terms used in the Agreement shall have the same meaning
herein; and,
WHEREAS, the Member wishes to document certain changes in the Agreement
as set forth below.
NOW, THEREFORE, for and in consideration of the mutual promises, covenants,
and agreements made and set forth herein, the sum of Ten Dollars ($10.00) in hand paid, and
other good and valuable consideration, the receipt and sufficiency of which hereby are
acknowledged, the parties hereto agree as follows:
1. Pursuant to that certain Assignment of Limited Liability Company
Interest, dated May 26, 2021, D Isbell Logan assigned all of his interest in the Company to D
Isbell Logan, Trustee, or the successors in trust, under the D Logan Revocable Trust, including,
without limitation, all of his Ownership Interest, Membership Interest, and Economic Interest
(the "Assignment").
2. The Member hereby consents to the Assignment.

the Company.
The Member approves the withdrawal of D Isbell Logan as a member of
4. The Member hereby agrees to be bound by the terms of the Agreement
and hereby amends the Agreement by deleting Schedule A in its entirety and replacing it with the
attached Schedule A, which is hereby made a part of the Agreement.
5. Pursuant to those certain Articles of Amendment filed with the North
Carolina Secretary of State's office on June _, 2021, the name of the Company was changed
from "Coastland Winds, LLC" to "Blueberry Ventures, LLC."
Except as herein expressly modified and amended, the terms and
provisions of the Agreement hereby are ratified and confirmed.
IN TESTIMONY WHEREOF, the Member has executed this Amendment and
adopts as its seal the typewritten word "SEAL" set out beside its name, intending this to be a
sealed instrument, this the day and year first written above.
D LOGAN REVOCABLE TRUST (SEAL)
By: ils�b�ellgianjru�stee
2

SCHEDULE A
MEMBER'S PROFITS AND LOSSES PERCENTAGES
FIRST AMENDMENT TO
OPERATING AGREEMENT OF BLUEBERRY VENTURES, LLC
iF/K/A COASTLAND WINDS, LLC)
Voting Profits and
Member Percentages Losses
Name and Address Percentages
D Isbell Logan, Trustee, or the 100% 100%
successors in trust, under the D Logan
Revocable Trust
60 Gregory Road, Suite I
Belville, NC 28451
TOTAL 100% ! 0UO . -
ND: 4826-2784-6379, v. 2

'Y
-4 NORTH CAROLINA
Department of the Secretary of State
Mq...nn
To all whom these presents shall come, Greetings:
1, ELAINE F. MARSHALL, Secretary of State of the State of North Carolina, do hereby
certify the following and hereto attached to be a true copy of
ARTICLES OF ORGANIZATION
OF
COASTLAND WINDS, LLC
the original of which was filed in this office on the 24th day of May, 2021.
1N WITNESS WHEREOF, I have hereunto set my
hand and affixed my official seal at the City of
Raleigh, this 24th day of May, 2021.
Scan to verify online.
Certification# C202114402765-1 Reference# C202114402765-1 Page: 1 of 2 Secretary of State
Verify this certificate online at littps:/Iwww.sosnc.gov/verification

DocuSign Envelope ID: 86F6883B-47BC-4A5C-Bo87-68B32DBDCF88
SOSID: 2199467
Date Filed: 5124/20214:53:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2021 14#4 02765
ARTICLES OF ORGANIZATION
OF
COASTLAND WINDS, LLC
Pursuant to § 57D-2-20 of the General Statutes of North Carolina, the
undersigned hereby does submit these Articles of Organization for the purpose of forming a
limited liability company.
The name of the limited liability company is "Coastland Winds, LLC".
2. The name and address of the organizer executing these Articles are:
Name Address
Richard J. Crow Post Office Box 7068
Wilmington, NC 28406
3. The street and mailing address of the initial registered office of the limited
liability company is 60 Gregory Road, Suite 1, Belville, Brunswick County, NC 28451; and the
name of the initial registered agent of the limited liability company at such address is D Isbell
Logan.
4. The street and mailing address of the principal office of the limited
liability company is 60 Gregory Road, Suite 1, Belville, Brunswick County, NC 28451.
IN TESTIMONY WHEREOF, the undersigned has executed this instrument, this
the 24th day of May, 2021.
DoeuSigned by!
leicG.au^�, a. (,raw
Richard J. Crow, Organizer
Prepared by and return to:
Richard J. Crow
For the firm of
Ward and Smith, P.A.
University Corporate Center
127 Racine Drive
Post Office Box 7068
Wilmington, NC 28406-7068
Telephone: [phone]
Facsimile: [phone]
ND. 4838-5092-8871, v. 1
Certification# C202114402765-1 Reference# C202114402765- Page: 2 of 2

IRS
DEPARTMENT OF THE TREASURY
ON IRS INTERNAL REVENUE SERVICE
CINCINNATI OH 45999-0023
COASTLAND WINDS LLC
D ISBELL LOGAN SOLE MBR
60 GREGORY RD NE STE 1
BELVILLE, NC 28451
Date of this notice: 05-25-2021
Employer Identification Number:
87-0859805
Form: SS-4
Number of this notice: CP 575 G
For assistance you may call us at:
1-800-829-4933
IF YOU WRITE, ATTACH THE
STUB AT THE END OF THIS NOTICE.
WE ASSIGNED YOU AN EMPLOYER IDENTIFICATION NUMBER
Thank you for applying for an Employer Identification Number (EIN). We assigned you
EIN 87-0859805. This EIN will identify you, your business accounts, tax returns, and
documents, even if you have no employees. Please keep this notice in your permanent
records.
When filing tax documents, payments, and related correspondence, it is very important
that you use your EIN and complete name and address exactly as shown above. Any variation
may cause a delay in processing, result in incorrect information in your account, or even
cause you to be assigned more than one EIN. If the information is not correct as shown
above, please make the correction using the attached tear off stub and return it to us.
A limited liability company (LLC) may file Form 8832, Entity Classification Election,
and elect to be classified as an association taxable as a corporation. If the LLC is
eligible to be treated as a corporation that meets certain tests and it will be electing S
corporation status, it must timely file Form 2553, Election by a Small Business
Corporation, The LLC will be treated as a corporation as of the effective date of the S
corporation election and does not need to file Form 8832.
To obtain tax forms and publications, including those referenced in this notice,
visit our Web site at www.irs.gov. If you do not have access to the Internet, call
1-800-829-3676 (TTY/TDD 1-800-829-4059) or visit your local IRS office.
IMPORTANT REMINDERS:
* Keep a copy of this notice in your permanent records. This notice is issued only
one time and the IRS will not be able to generate a duplicate copy for you. You
may give a copy of this document to anyone asking for proof of your EIN.
* Use this EIN and your name exactly as they appear at the top of this notice on all
your federal tax forms.
* Refer to this EIN on your tax -related correspondence and documents.
If you have questions about your EIN, you can call us at the phone number or write to
u's at the address shown at the top of this notice. If you write, please tear off the stub
at the bottom of this notice and send it along with your letter. If you do not need to
write us; do not complete and return the stub.
Your name control associated with this EIN is COAS. You will need to provide this
information, along with your EIN, if you file your returns electronically.
Thank you for your cooperation.

(IRS USE ONLY) 575G
05-25-2021 COAS 0 9999999999 SS-4
Keep this part for your records
Return this part with any correspondence
so we may identify your account. Please
correct any errors in your name or address,
CP 575 G (Rev. 7-2007)
-------------------------
CP 575 G
9999999999
Your Telephone Number Best Time to Call DATE OF THIS NOTICE; 05-25-2021
( ] - EMPLOYER IDENTIFICATION NUMBER: 87-0859805
FORM: S5-4 NOBOD
INTERNAL REVENUE SERVICE COASTLAND WINDS LLC
CINCINNATI OH 45999-0023 D ISBELL LOGAN SOLE MBR
60 GREGORY RD NE STE 1
BELVILLE, NC -28451

SOSID: 2199467
Date Filed: 6/30/2021 4:11:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2021 181 00876
ARTICLES OF AMENDMENT TO THE ARTICLES OF ORGANIZATION
OF
COASTLAND WINDS, LLC
Pursuant to Section 57D-2-22 of the General Statutes of North Carolina, the
undersigned limited liability company hereby submits these Articles of Amendment for the
purpose of amending its Articles of Organization:
1. The name of the limited liability company is Coastland Winds, LLC.
2. The text of the amendment to the Articles of Organization is as follows:
The Articles of Organization of the limited liability
company hereby are amended by deleting Paragraph 1
thereof in its entirety and inserting in lieu thereof the
following new Paragraph 1:
"1. The name of the limited liability company is Blueberry
Ventures, LLC."
3. The Amendment was adopted by the unanimous vote of the member of
the limited liability company or was adopted as otherwise provided in the limited liability
company's Articles of Organization or a written Operating Agreement.
4. These Articles of Amendment shall be effective upon filing.
This the 17th day of June, 2021.
Prepared by and return to:
Richard J. Crow
For the firm of
Ward and Smith, P.A.
University Corporate Center
127 Racine Drive
Post Office Box 7068
Wilmington, NC 28406-7068
Telephone: [phone]
Facsimile: (910) 794-48 77
ND: 4815-8561-3295, v. 1
COASTLAND WINDS, LLC
By: 22
D Isbell Lo , Manager
R-- ..-.....,. --,-.-.
AUB 11 2022
t
fsY:

BOOK:4669 PAGE:964 10:08:3.00
10:08:23.001
Page 1 of 8
Brenda M. Clemnlons. Brunswick County. NC Register of Deeds E
Brenda M. Clemmons, Brunswick County, NC Register of Deeds
07; 27J2021 10:08:21.001 NC REVENUE STAMP: E2800.00
AU6 1 2022
By.
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: S2,800.00
Parcel Identifier No. See Attached Exhibit A Verified by Brunswick County on the _ day of 2021
By-
Mail/Box to: Samuel B. Franck, Ward 8a Smith, P.A., P.O. Box 706S. Wilminttton, NC 28406-7068
This instrument was prepared by: Cindy York C. York Law PLLC, without title exam or tax advice
Brief description for the index:
Delinquent taxes, if any, to be paid by Closing Attorney to the Brunswick County Tax C.nllector upon disbursement
of closing proceeds.
THIS DEED made thiaLALY of July, 2021 by and between
GRANTOR GRANTEE
Blueberry Properties, Inc., Blueberry Ventures, LLC,
a North Carolina corporation a North Carolina limited liability company
2618 New Village Road 60 Gregory Road NE, Suite 1
Wilmington, NC Belville, NC 28451-9276
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of
which is hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto
the Grantee in fee simple, all that certain lot, parcel of land situated in the County of Brunswick,
North Carolina and more particularly described as follows:
SEE EXHIBIT A ATTACHED HERETO
AND INCORPORATED HEREIN BY REFERENCE.
All or a portion of the property herein conveyed _ includes or X does not include the primary
residence of a Grantor.
This property was conveyed to Grantor by deed recorded in the Brunswick County Registry in
Book 948 at Page 195.
Submitted electronically by Ward and Smith, PA. in compliance with North Carolina statutes governing recordable documents and the
terms of the submitter agreement with the Brunswick County Register of Deeds.

BOOK:4669 PAGE:965 10:08 i3.001
Page 2 of 8
Brenda M. Clenmtons. Brunswick County. NC Register of Deeds E
A map showing all or a portion of the above described property is recorded in Plat 11 at Page 15,
Map Cabinet Q at Pages 257-258 and Map Cabinet S at Pages 236-237.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances
thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple,
has the right to convey the same in fee simple, that title is marketable and free and clear of all
encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all
persons whomsoever, other than the following exceptions:
Subject to ad valorem taxes for the year 2021 and thereafter, easements, rights of
way and restrictive covenants and conditions of record.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year
first above written.
Blueberry roperties, Inc.
By:/
Odell DeCarol Williamson, President
State of North Carolina
County ofNew Hanover
I, the undersigned Notary Public of the County and State aforesaid, certify that Odell
DeCarol Williamson, personally appeared before me this day in his capacity as President of
Blueberry Properties, Inc., a North Carolina corporation, and that by authority duly given and as
the act of such entity, he signed the foregoing instrument . its name on its behalf as its act and
deed. Witness my hand and Notarial stamp or seal, this iSdy_a fwyry,, Ozl,
My Commission Expires/GZ-
(Affix Seal)
CALISTA J VITALE
Notary Public
North Carolina
No
w ew Hanover County b
LNotary Public
otary's Printed or Typed Name

11111111111111111111111111111111111111
BOOK:4669 PAGE:966 10:08:3.00
io:os:z3.00i
Page 3 of 8
Brenda M. Clemmons . Bivnswkk County. NC Register of Deeds ^ E
Parcel A:
Exhibit A
Legal Description
Beginning at an iron pipe in the Western edge of N.C. Rural Highway No. 1143, and the Eastern
edge of N. C. Rural Highway No. 1154; said beginning point begins the intersection of said
highways; runs thence S. 0° and 20 West with the Western edge of N.C. Rural Highway No. 1143,
1,556.2 feet to an iron pipe; thence S. 880 and 38' W. 1,473.2 feet to an iron pipe in the Eastern
Edge of N.C. Rural Highway No. 1154; thence N. 22°• and 28' E. with the Eastern edge of N.C.
Rural Highway No. 1154, 173 feet to an iron pipe; thence N. 32' and 35' E. with the Eastern edge
of N.C. Rural Highway No. 1154, 149.1 feet to an iron pipe; thence N. 39' 35' E. with the Eastern
edge of N.C. Rural Highway No. 1154, 103.3 feet to an iron pipe; thence N. 47° 33' E. with the
Eastern edge of N.C. Rural Highway No. 1154, 329.5 feet to an iron pipe; thence N. 48' 27' E.
with the Eastern edge of N. C. Rural Highway No. 1154, 1,051.2 feet to an iron pipe; thence N.
34" and 32' E. with the Eastern edge of said N.C. Rural Highway No. 1154, 293.3 feet to an iron
pipe thence N. 48' and 20' E. with the Eastern edge of N.C. Rural Highway No. 1154, 97.7 feet to
the place and point of BEGINNING. AND BEING Tract No. 1 of the G. M. Ludlum property
according to a survey made by Bobby M. Long, R.L.S., No. 1265, on February 2, 1971, and duly
recorded in Map Book 11 at Page 15 in the Office of the Register of Deeds of Brunswick County,
North Carolina. AND ALSO BEING a part of that certain tract or parcel of land from Albert Dixon,
et al to Myrtie E. Ludlum, widow, dated the 21st of January,1957, and duly recorded in Book 131,
at Page 294, Brunswick County Registry.
EXCEPTING HOWEVER, from the above described property the following property:
BEGINNING at a point where the western line of County Road No. 1143 is intersected by the
southern line of County Road No. 1154 both roads having a width of 60 feet for the purpose of
this description; thence from said beginning point and along the western line of County Road No.
1143 S. 00 18' 49" W. 950 feet to an iron pipe; thence S 88' 38' W. 986.86 feet to an iron pipe in
the southern line of County Road No. 1154; thence with the southern line of County Road No.
1154 N. 480 27E. 1005.55 feet to a point; thence N. 34' 32' E. 293.3 feet to a point; thence N. 48°
20' E. 97.7 feet to the place and point of BEGINNING containing 10 acres, more or less, and being
the northern portion of the L. L. Ludlum Estate as shown on a plat entitled "Tract No. 1 to Mary
Ava Ludlum Dixon." For back reference see Deed Book 565, Page 276 and Deed Book 270, Page
178 of the Brunswick County Registry.
Parcel B:
BEGINNING at an iron pipe in the Western edge of N.C. Rural Highway No. 1143; said pipe
being located S. 0° and 20' W. 1,556.2 feet from the intersection of N.C. Rural Highway No. 1143
and the Eastern edge of N.C. Rural Highway No. 1154 and in the southeast corner of Tract No. 1
of the division of the G.M. Ludlum Estate, as appears on a map recorded in Map Book 11 at Page
15, in the Office of the Register of Deeds of Brunswick county; runs thence S. 880 and 38' W.
1,473.2 feet to an iron stake in the Eastern edge of N.C. Rural Highway No. 1154; runs thcncc
with the Eastern edge of said road. S. 19' and 39' W. 910.3 feet to an iron pipe; thence N. 990 and
15' E. 1,737.3 feet to an iron pipe in the Western edge of N. C. Rural Highway No. 1143; thence
N. 0' and 20' E. with the western edge of said Highway 753.3 feet to an iron pipe the place and

11111111111111111111111111111111111111
BOOK:4669 PAGE:967
Brenda M. Clennttons. Brunswick Count. NC Register of Deeds
07/27;2021
10:08:23.001
Page 4 of 8
E
point ofbeginning. AND BEING Tract No. 2 of the G. M. Ludlum property according to a survey
made by Bobby M. Long, ILL. S., 1265, on February 2, 1971, and duly recorded in Map Book 11
at Page 15, in the Office of the Register of Deeds of Brunswick County, North Carolina, AND
ALSO BEING a part of that certain tract or parcel of land from Albert Dixon, et al, to Myrtie E.
Ludlum, widow, dated the 21st of January, 1957, and duly recorded in Book 131, at Page 294,
Brunswick County Registry. For back reference see Deed Book 565 at Page 267 and Deed Book
270, Page 170 of the Brunswick County Registry.
Parcel C:
BEGINNING at an iron pipe located in the Western edge of N.C. Rural Highway No. 1143; said
beginning point being located S. 0° and 20' W., 2,309.5 feet from the intersection of N.C. Rural
Highway Nos. 1143 and 1154, and being Tract No. 3 of the Division of G. M. Ludlum Estate as
appears on a map recorded in Map Book 11 at Page 15 in the Office of the Register of Deeds of
Brunswick County; runs thence S. 89° and 15' W. 1,737.3 feet to an iron pipe in the Eastern edge
of N.C. Rural Highway No. 1154; thence S. 21 ° and 40' W. with the Eastern edge of said highway,
574.5 feet to an iron pipe; thence N. 89' and T E. 1,987.6 feet to an iron pipe in the Western edge
of N.C. Rural Highway No. 1143; thence N. 0° and 20' E. with the Western edge of said highway,
637.5 feet to the place and point of beginning. AND BEING Tract No. 3 of the G. M. Ludlum
property according to a survey made by Bobby M. Long, R.L.S., No. 1265, on February 2, 1971,
and duly recorded in Map book i 1 at Page 15 in the Office of the Register of Deeds of'Brunswick
County, North Carolina. AND ALSO BEING a part of that certain tract or parcel of land from
Albert Dixon, et al to Myrtie E. Ludlum, widow, dated 21st day of January, 1957, and duly
recorded in Book 131, at Page 294, Brunswick County Registry. For back rererence see Deed Book
565, Page 258 and Deed Book 270 at Page 176, Brunswick County Registry.
Parcel D:
BEGINNING at an iron pipe in the Western edge of N.C. Rural Highway No. 1143; said beginning
point being located S. 0° and 20' W., 2,947.0 feet f1om the intersection of N.C. Rural Highway
Nos. 1143 and 1154, and being Tract No. 4 of the division of G. M. Ludlum's Estate as appears on
a map recorded in Book 11 at Page 15, in the Office ofthe Register of Deeds of Brunswick County,
N.C.; runs thence S. 891 2' W., 1,987.6 feet to an iron pipe in the Eastern edge of N.C. Rural
Highway No. 1154; runs thence S. 2111 and 40' W. with the Eastern edge of N. C. Rural Highway
No. 1154, 385.0 feet to an iron pipe in the Eastern edge of said highway, thence S. I I' and 30' E.
285.0 feet to an iron pipe; thence N. 85' and 50' E. 2,075.1 feet to an iron pipe in the Western edge
of N.C. Rural Highway No. 1143; thence N. 0° 20' E. with the Western edge of N.C. Rural
Highway No. 1143, 520 feet to the place and point of BEGINNING. AND BEING Tract No. 4 of
the G. M. Ludlum property according to a survey made by Bobby M. Long, R.L.S., No. 1265, on
February 2, 1971, and duly recorded in Map Book 11 at Page 15 in the Office of the Register of
Deeds of Brunswick County, N.C. For back reference see Deed Book 565 at Page 249 and Deed
Book 560 at Page 691, of the Brunswick County Registry.
Parcel E,
BEING all of Tract No. 5 of the G. M. Ludlum Property Division, according to a survey made by
Bobby M. Long, R.L.S., No. 1265, on February 2,1971 and duly recorded in Map Book 11 at Page
15 in the Office of the Register of Deeds of Brunswick County, N.C. AND ALSO being a part of
4

BOOK:4669 PAGE:968 °a o8 Z3.001
Page S of8
Brenda M. Clentmons . Brunswick County. NC Register of Deeds E
that certain tract or parcel of land conveyed by Albert Dixon et als, to Myrtie E, Ludlum, widow,
dated 21st January, 1957, and duly recorded in Book 131, at Page 294, Brunswick County
Registry. For back reference see Deed Book 565 at Page 242 and Deed Book 284 at Page 617 of
the Brunswick County Registry.
Parcel F:
BEGINNING at an ironpipe inthe Western edge ofN. C. Rural Highway No.1143,said beginning
point being located S. 0° and 2V W. 4,052.0 feet from the intersection of N.C. Rural Highway
Nos. 1143 and 1154; runs thence S. 85' and 20' W. 1,952 feet to an iron pipe; thence S. 11 * 30, E.
179.4 feet to an iron pipe; thence S. 21' and 38' E. 329.6 feet to an iron pipe; thence S. 49° and 43'
E. 97 feet to an iron pipe; thence S. 26° 47' W. 165.9 feet to an iron pipe; thence N. 82' 37' E.
1,800.3 feet to a western edge of N. C. Rural Highway No. 1143; thence N. 0° 20' E. with the
western edge of said road, 620.6 feet to the place and point of beginning. AND BEING Tract No.
6 of the G. M. Ludlum property according to a survey made by Bobby M. Long, R.L.S., No.1265,
on February 2, 1971 and duly recorded in Map Book I l at Page 15 in the Office of the Register of
Deeds of Brunswick County, N.C. AND ALSO BEING a part of that certain tract or parcel of
land from Albert Dixon, et al, to Myrtle E. Ludlum, widow, dated the 21 st day of January, 1957,
and duly recorded in Book 131 at Page 294 of the Brunswick County Registry. SAVE AND
EXCEPTING that eight (8) acre tract bordering State Road 1143 (Highway 179) as shown on a
map by Bobby M. Long, R.L.S., No. 1265, dated 29th day of March, 1984 and recorded m Map
Cabinet at Page , Brunswick County Registry. For back reference see Deed
Book 565 at Page 233 and Deed Book 270 at Page 168 of the Brunswick County Registry.
Parcel
BEING all of that parcel of land containing 5.36 acres, more or less, as delineated in that plat of
survey by Bobby M. Long, R.L.S., dated June 8, 1984, entitled, "Land Survey for George Alton
Ludlum", a copy of said plat being recorded in Deed Book 571 at Page 131 of the Brunswick
County Registry and which is incorporated herein by reference and to which reference is hereby
made for a greater certainty of description.
Included in the aforesaid Parcels A-G being conveyed herein are all of Lots 1-5, 7-12, 14, 22-29,
35-39, 42-50, 52, 53, 56-67, 69, 72, 73, 75-78, 80, and 82-96 and all of the roads and rights of way,
including without limitation, Lake Ave., Deer Track Ct., Bird Song Ct., Fox Trot Ct., Lakeview
Ct.; Lake Ave. Ct., Park Ave., Heron Ct., Waxwing Ct., Fairway Ct., Brookside Ct., Quail Ct.,
Oak Leaf Ct., and Egret Ct., as depicted on the plat entitled Lakeview at Bricklanding Plantation,
recorded in Map Cabinet S, Pages 236-237 in the office of the Register of Deeds of Brunswick
County.
EXCEPTING HEREFROM NEVERTHELESS the following previously conveyed lots: Lots 32,
18, 13, 19, 33, 20, 74, 68, 71, 51, 70, 79, 15, 40, 34, 21, 41, 6, 31, 30, 16, 17, and 81, Lakeview at
Bricklanding Plantation, as more particularly described in a survey plat recorded in Map Cabinet
S at Pages 236 and 237; Brunswick C'mnty Registry:
TIRE IS FURTHER EXCEPTED HEREFROM that certain tract conveyed by Frieder M. Acker
et ux by deed dated 18 September 1986, recorded in Book 663 at Page 124, Brunswick County
Registry.

BOOK:4669 PAGE:969 0712712021 1
Page 6 of 8
Brenda M. Clemmons. Brunswick County. NC Register of Deeds E
EXCEPTING FURTHER that no lots are designated as Lots 54 and 55 on the map of Lakeview
recorded in Plat Cabinet S, Slide 236 and 237, Brunswick County Registry.
THIS CONVEYANCE IS SUBJECT TO easements, rights of way, setback lines, and other matters
as shown on map recorded in Map Cabinet S at Pages 236 and 237, Brunswick County Registry.
For informational purposes only, the real property conveyed herein is identified by the
following Brunswick County tax parcel numbers:
Parcel ID:
Property Address:
21300068
21300067
21300066
229BA001
5006 Fox Trot Ct SW
229BA002
5010 Fox Trot Ct SW
229BA003
5018 Fox Trot Ct SW
229BA004
5019 Fox Trot Ct SW
229BA005
5011 Fox Trot Ct SW
229BA00 7
5006 Holland C"t SW
229BA008
5010 Holland Ct SW
229BA009
5016 Holland Ct SW
229BA010
5022 Holland Ct SW
229BAO11
5028 Holland Ct SW
229BA012
5029 Holland Ct SW
229BA014
5009 Holland Ct SW
229BA022
910 Trent Ave SW
229BA023
905 Benson Ct SW
229BA024
909 Benson Ct SW
229BA025
908 Benson Ct SW
229BA026
904 Benson Ct SW
229BA027
909 Oak Leaf Ct SW
229BA028
917 Oak Leaf Ct SW
229BA029
925 Oak Leaf Ct SW
229BA035
912 Oak Leaf Ct SW
229BA036
908 Oak Leaf Ct SW
229BA037
907 Eggert Ct SW
229BA038
913 Eggert Ct SW
229BA039
923 Eggert Ct SW
229BA042
4984 Park Ave SW
229BA043
4989 Deer Track Ct SW
229BA044
4994 Deer Track Ct SW
6

BOOK:4669 PAGE:974 10 08 z .001
Page 7 of B
Brenda M. Ciemmons. Brunswkk County. NC Register of Deeds E
229BA045
872 Trent Ave SW
229BA046
866 Trent Ave SW
229BA047
865 Trent Ave SW
229BA048
871 Trent Ave SW
229BA049
5008 Bird Song Ct SW
229BA050
5012 Bird Song Ct SW
229BA052
5011 Bird Song Ct SW
229BA053
5007 Bird Song Ct SW
229BA054
229BA055
229BA056
879 Laurel Ct SW
229BA057
883 Laurel Ct SW
229BA058
887 Laurel Ct SW
229BA059
891 Laurel Ct SW
229BA060
895 Laurel Ct SW
229BA061
894 Brookside Ct SW
229BA062
886 Brookside Ct SW
229BA063
878 Brookside Ct SW
229BA064
874 Brookside Ct SW
229BA065
870 Brookside Ct SW
229BA066
871 Brookside Ct SW
229BA067
875 Brookside Ct SW
229BA069
887 Brookside Ct SW
229BA072
892 Caswell Ct SW
229BA073
888 Caswell Ct SW
229BA075
872 Caswell Ct SW
229BA076
866 Caswell Ct SW
229BA077
860 Caswell Ct SW
229BA078
865 Caswell Ct SW
229BA080
881 Caswell Ct SW
229BA082
893 Caswell Ct SW
229BA083
898 Waxwing Ct SW
229BA084
894 Waxwing Ct SW
229BA085
880 Waxwing Ct SW
229BA086
874 Waxwing Ct SW
229BA08 l
872 Waxwing Ct SW
229BA088
871 Waxwing Ct SW
229BA089
875 Waxwing Ct SW
229BA090
881 Waxwing Ct SW
7

II 07/27/2021
BOOK:4669 PAGE:971 10:08:2�. 01
Page 8 0
Brenda M. Clemmons . Brunswick County. NC Register of Deeds E
229BA091
229BA092
229BA093
229BA094
229BA095
229BA096
2290002902
2290002903
4980 Park Ave SW
898 Trent Ave SW
4991 Deer Track Ct SW
4985 Deer Track Ct SW
4981 Deer Track Ct SW
4980 Deer Track Ct SW
8

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PARAMOUNTE
E N G 1 N E E Ft 1 N G, 1 N C.
1 2 2 CINEMA DRIVE
W I L M I N G T O N, NC 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
T. F T 'V F A n V lr n • -1
To:
NCDEQ Stormwater- Express MeetingDate
8/9/zz
127 Cardinal Drive Ext.,
Wilmington, NC 28405
Re:
Cresswind
EXPRESS
Attn:
Kellie Norris
Pro'ectNo.
21166.PE
e are sendin ® Originals
he folio items: ❑ Correspondence
® Prints ❑ Shop Drawings ® Calculations
® Plans ❑ Specifications ® Other as listed below
Quantity
Date
Dwg. No.
Description
1
Stormwater Application Fee $ 4,000.00 (Check # )
2
Stormwater Management Application
2
Supplement Forms
O&M Agreement
2
2
Stormwater Narrative & Design Calculations w/ Reference Data
2
Design Documents (24x36)
2
HD Deed Restrictions
co a
ssue Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
JAction Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
emarks
EXPRESS
Cc: Signed: 2. ULI
Tim, Clinkscales, PE, PLr
ECGIVE
AUG O.'g 2022
�,

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Norris, Kellie E
From:
Tim Clinkscales <[e-mail]>
Sent:
Thursday, May 26, 2022 1:24 PM
To:
Norris, Kellie E; Mary Catherine Santos
Cc:
Hall, Christine; Weaver, Cameron; D Logan; Dan Fisk
Subject:
[External] RE: Cresswind Express Request
Attachments:
21166.PE STATE SW PLAN.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Kellie
We have updated the plan to show the extent of setback. We inadvertently placed on the plan, so after talking with
consultant and looking at USGS and NCDEQ website, that part of the site does not have surface waters. We also showed
the updated location of pump station and moved sidewalk out of setback
Thanks, please let me know if this suffices and if good to set up a date
Tim Clinkscales PE. PLS
PARAMOUN T E ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.oaramounte-enci.com
From: Norris, Kellie E <[e-mail]>
Sent: Wednesday, May 25, 2022 2:45 PM
To: Tim Clinkscales <[e-mail]>; Mary Catherine Santos <[e-mail]>
Cc: Hall, Christine <Christine. Ha I I @ncde n r.gov>; cameron.weaver <[e-mail]>; D Logan
<[e-mail]>; Dan Fisk <[e-mail]>
Subject: Cresswind Express Request
Mr. Clinkscales-
Thank you for the updated site plan. Concerning the stream setback that is at the southern portion of the property, on
the NCDEQ classification map and the USGS map, there are no surface waters shown. Can you please clarify how this
setback was determined? Currently, with the setback as shown, the road thatTs" the setback would need to be
justified further in order to remain in the setback or all BUA would have to be collected and treated.
11
Also, it appears that part of the pump station and some sidewalk directly east of the pump station is remaining in the
setback. Please confirm that this will be removed from the setback.
Thank you-
K&UZ& 60e N&rrL-s., EIT
Environmental Engineer

NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
-� Nothlnq Compares,.-,.,,.
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.
From: Tim Clinkscales <[e-mail]>
Sent: Wednesday, May 25, 2022 11:40 AM
To: Norris, Kellie E <[e-mail]>; Mary Catherine Santos <[e-mail]>
Cc: Hall, Christine <[e-mail]>; Weaver, Cameron <[e-mail]>; D Logan
<[e-mail]>; Dan Fisk <[e-mail]>
Subject: [External] RE: Cresswind Express Request
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
ReportSpa M.
Kellie
I wanted to follow up on this email and path forward to get on the express schedule
Thanks and please let me know
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.r)aramounte-eng.com
From: Tim Clinkscales
Sent: Monday, May 16, 2022 7:54 PM
To: Norris, Kellie E <kellie.norris@ncdenr>; Mary Catherine Santos <[e-mail]>
Cc: Hall, Christine <[e-mail]>; cameron.weaver <[e-mail]>; D Logan

<[e-mail]>; Dan Fisk <[e-mail]>
Subject: RE: Cresswind Express Request
Kellie
Enclosed is the updated site plan with the removal of 3 lots along with losing a connection point in the cottage section.
The only impervious in the setback is for the county required connection points (2) and perpendicular crossing as shown
that will be used for fire safety and connectivity as well. All impervious in lots will not have impervious in the 50'
setback
Please let us know if we can continue to get our date on the express schedule
Thanks and good night
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-eng.com
From: Norris, Kellie E <kellie.norris0ncdenr.eov>
Sent: Wednesday, May 11, 2022 12:24 PM
To: Tim Clinkscales <[e-mail]>; Mary Catherine Santos <[e-mail]>
Cc: Hall, Christine <[e-mail]>; cameron.weaver <[e-mail]>
Subject: Cresswind Express Request
Mr. Clinkscales-
Thank you for showing the setbacks on the site plan. There appears to be BUA in the setback. Will all BUA from the site
(including ROW) be collected and treated as required by G.S. 143-214.7(b2)(2)?
Also, per 15A NCAC 02H.1003(4)(b): The narrative states that the rip rap emergency spillways proposed for the ponds
are located within the required 50-foot vegetated setback. The cited rule requires that the 50-foot vegetated setback be
maintained in grass or other vegetation. A rip rap emergency spillway is not considered vegetation and in order to meet
the rules and regulations, it must be either removed from the 50-foot vegetated setback and relocated or the
emergency spillway material proposed must be a vegetated reinforcement option, such as a reinforced turf grid, that
allows the spillway to remain vegetated.
Thank you-
Ke,L x, 13efti- Narrr4,, EIT
Environmental Engineer
HC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Will.-P.irgton, NC 28405-3845
Phone: 91C.796.7345
3

D. E
1,2' - '...
=_14;,WftNSMe0'11
!"�'Nothuriq Compares.,,_^..
E-mail correspondence to and from this address may be subject to orth Carolina ecords Law and may be
disclosed to third parties.
<tclinkscales aramounte-en .com>
From: Tim Clinkscales N
Sent: Wednesday, April 27, 2022 12:55 PM
To: Norris, Kellie E <[e-mail]>; Mary Catherine Santos <[e-mail]>
Cc: Hall, Christine <[e-mail]>; Weaver, Cameron <[e-mail]>
Subject: [External] RE: Cresswind Express Request
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Resort Spam
Kellie
Enclosed is the update to the express request, have added the 50' su a ater line and drainage area to The Mill
Pond. Updated narrative and application to reflect
Please let me know of any other questions
Thanks and good day
Tim Clinkscales PE, PLS l
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-eng.com
0
From: Norris, Kellie E <[e-mail]>
Sent: Friday, April 22, 2022 3:24 PM
To: Tim Clinkscales <tclinkscales paramounte-eng.com>; Mary Catherine Santos <[e-mail]>
Cc: Hall, Christine <[e-mail]>; cameron.weaver <[e-mail]>
Subject: Cresswind Express Request
AII-
I am currently reviewing the Cresswind Express Request. Please address the following:
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RELMUNARY DESIGN - NOT RELEASED FOR CONSTRUCTION
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CRESSWIND SITE PLAN
CRE.SSWIND
BRUNSWICK COUNTY, NC
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Norris, Kellie E
To: Tim Clinkscales; Mary Catherine Santos
Cc: Hall, Christine; Weaver, Cameron; D Logan; Dan Fisk
Subject: Cresswind Express Request
Mr. Clinkscales-
Thank you for the updated site plan. It appears that one lot was lost and the connection to Wyndwater Court was lost.
However, it also appears that part of the pump station and some sidewalk directly east of the pump station is remaining
in the setback. At the time of the express meeting please ensure that all BUA will be removed from the setback We
should have a scheduling date to you soon.
or o.r:.�.
Thank you- will 11'ive to )C'c
co►Iccfic� �
Ke,L(Ze,1330Norrbk, EIT
Environmental Engineer
INC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
---"'" Nothtng Compares
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E-mail correspondence to and from this address may be subject to the North Carolina Public Records Caw and may be
disclosed to third parties.
From: Tim Clinkscales <[e-mail]>
Sent: Monday, May 16, 2022 7:54 PM
To: Norris, Kellie E <[e-mail]>; Mary Catherine Santos <[e-mail]>
Cc• Hall r hrictina <rhri-tin- .-1=..�den. b--.> /n vC1 ! r�
•, - .b.. -.-,, ,, rameron -camero�[e-mail]>; v Logan
<[e-mail]>; Dan Fisk <[e-mail]>
Subject: [External] RE: Cresswind Express Request
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Reoort Snarn.
1

For DEQ Use ONLY
Reviewer. 14 S N
North Carolina Department of Environmental Quality Submit:Q)/t t/2,o2z
Request for Express Permit Review am11
Time: l
Confirm:
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
packacre of the project location. Please include this form in the application package.
• Asheville Region Alison Davidson 828-296-4698;alison.davidson(alncdenr.Qov
• Fayetteville and Raleigh Regions -David Lee 919-791-4204; daviddeeftcdenr.Qov
• Mooresville and Winston-Salem Regions -Paul Williams 336-776-9631; pauLe.w111lams0ncdenr.Qov
• Washington Region -Lyn Hardison 252-948-3842 or lvn.hardison(Oncdenr oov
• Wilmington Region -Cameron Weaver 910-796-7265 or cameron.weavedOncdennuov
NOTE. Project application received after 12 noon will be stamped in the following work day.
Project Name: CRESSWIND County: BRUNSWICK
Applicant: D LOGAN Company: BLUEBERRY VENTURES, LLC
Address: 60 GREGORY ROAD SUITE 1 City: BELVILLE, State: NC Zip: 28451-_
Phone: [phone], Fax:-----, Email: [e-mail]
Physical Location:JUST SOUTH OF ROUNDABOUT AT BRICKLANDING AND HALE SWAMP
related to thls Project
SW
SW
SW
NPDES _
NPDES _
WQ
WQ
E&S
E&S
Other
Project Drains into JINNYS BRANCH/THE MILL POND waters - Water classification SA,HQW/C,SW, (DWR Surface Water Classifications Mao)
Project Located in LUMBER River Basin. Is project draining to class ORW waters? N within 'Y2 mile and draining to class SA waters N or within 1 mile and
draining to class HQW waters? Y
Engineer/Consultant: TIM CLINKSCALES Company: PARAMOUNTE ENGINEERING, INC.
Address: 122 CINEMA DRIVE City: WILMINGTON, State: NC Zip: 28403- .�
E'` `.
Phone: [phone], Fax: [phone], Email: [e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE
$ # JOBS 27'??
SECTION ONE: REQUESTING A SCOPING MEETING ONLY 8
❑ Scoping Meeting ONLY ❑ DWR, ❑ DCM, ❑ DEMLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING a cc- Cpt�--d
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ IntermittentiPerennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres) K-BN
❑ 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 ElOff-site[SW (Provide permit #)]
® High Density -Detention Pond 3 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
ElHigh Density -Bio-Retention _ # Treatment Systems ElHigh Density —SW Wetlands # Treatment Systems
ElHigh Density -Other 1 #TreatmentSystems/❑ MOD:❑ Major❑ Minor❑ 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 meting request)
Wetlands on Site ® Yes ❑ No Buffer Impacts: ® No ❑ YES: —acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wetland on Property ❑ Yes ❑ No
US ACOE Approval of Delineation completed.- ® Yes ❑ No 404 Application in Process w/ US ACOE: ❑ Yes Z No Permit
Received from US ALOE ® Yes ❑ No
For DEQ use only_
Fee Split for multiple permits: (Check# 1 Total Fee Amount
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
$
LQS
$
Stream Deter,_
$
NCDEQ EXPRESS June 2019

CRESSWIND
Express Stormwater Narrative
Project Narrative:
Blueberry Ventures, LLC is proposing the construction of a single family neighborhood just
south of the roundabout with Bricklanding road and Hale Swamp road in Brunswick County.
Our project will consist of 350 units, a mixture of single family, duplexes, and townhomes and 2
amenities. The site will be a high density permit with curb and gutter to a stormdrainage
system to wet detention ponds. The project drains to Jinny's Creek (SA,HQW) but is greater
than Ih mile from the Creek. A portion of the project drains to The Mill Pond (C,SW,HQW). A
technical justification of spillways in the setback to be provided in the express package. All site
impervious will be accounted for and sized for in the permitted wet detention BMP's.
ECEIVE
APR 27 2022p

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21

Norris, Kellie E
From: Tim Clinkscales <[e-mail]>
Sent: Wednesday, April 27, 2022 12:55 PM
To: Norris, Kellie E; Mary Catherine Santos
Cc: Hall, Christine; Weaver, Cameron
Subject: [External] RE: Cresswind Express Request
Attachments: REQUEST FOR EXPRESS form FINAL Cresswind APRIL 2022.pdf, 21166.PE STATE SW
PLAN .pdf, Express Stormwater Narrative - Cresswind.pdf
CAUTION: Extemal email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Rega
Kellie
Enclosed is the update to the express request, have added the 50' surface water line and drainage area to The Mill
Pond. Updated narrative and application to reflect
Please let me know of any other questions
Thanks and good day
Tim Clinkscales PE, PT .S
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.r)aramounte-eng.com
From: Norris, Kellie E <[e-mail]>
Sent: Friday, April 22, 2022 3:24 PM
To: Tim Clinkscales <[e-mail]>; Mary Catherine Santos <[e-mail]>
Cc: Hall, Christine <Christine. Hall @ncdenr.gov>; cameron.weaver <[e-mail]>
Subject: Cresswind Express Request
AI l-
I am currently reviewing the Cresswind Express Request. Please address the following:
It appears that The Millpond is on a northern portion of the project area. Please contact DWR to
confirm the source of The Millpond. If there is surface waters on site (or within 50'of the project
boundary), please show a 50' setback from the top of bank on the site plan.
2. On the request Jennies Branch is reported as the receiving waters. However, if part of the site does
flow to The Millpond and there are two receiving waters, please update both the express request and
narrative to reflect this.

In order for this project to remain in line based on the date the express request was originally received, this
requested information must be submitted within 5 business days.
Thank you-
V-&U, & 13� No-r rbk, EIT
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
�a� r
{~ .r P.M=
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.

Norris, Kellie E
From:
Norris, Kellie E
Sent:
Friday, April 22, 2022 3:24 PM
To:
Tim Clinkscales; Mary Catherine Santos
Cc:
Hall, Christine; Weaver, Cameron
Subject:
Cresswind Express Request
AII-
I am currently reviewing the Cresswind Express Request. Please address the following:
1. It appears that The Millpond is on a northern portion of the project area. Please contact DWR to
confirm the source of The Millpond. If there is surface waters on site (or within 50'of the project
boundary), please show a 50' setback from the top of bank on the site plan.
2. On the request Jennies Branch is reported as the receiving waters. However, if part of the site does
flow to The Millpond and there are two receiving waters, please update both the express request and
narrative to reflect this.
In order for this project to remain in line based on the date the express request was originally received, this
requested information must be submitted within 5 business days.
Thank you-
Keiki e, 6ef, N&rr4,, EIT
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]

9fcT ..D7�EQ5
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.

For DEQ Use ONLY
Reviewer.
North Carolina Department of Environmental Quality
Request for Express Permit Review
Submit:
Time:
Confirm:
FILL-IN all the information below and CHECK the Permits) 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 ana/ication
acka a of Me project location. Please include this form in the application package.
• Asheville Region Alison Davidson 828-296-4698;alison.davidsonfalncdenr.gov
• Fayetteville and Raleigh Regions -David Lee 919-791.4204, david leeOncdenr.00v
• Mooresville and Winston-Salem Regions -Paul Williams 336-776-9631; paul.e.williamsOncdenr.00v
• Washington Region -Lyn Hardison 252-948-3842 or hm.hardisonOncdenraov
• Wilmington Region -Cameron Weaver 910-796-7265 or cameron.weavw6ricdenraov
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: CRESSWIND County: BRUNSWICK
Applicant: D LOGAN Company: BLUEBERRY VENTURES, LLC
Address: 60 GREGORY ROAD SUITE 1 City: BELVILLE, State: NC Zip: 28451-_
Phone: [phone], Fax: _ _- Email: [e-mail]
Physical Location:JUST SOUTH OF ROUNDABOUT AT BRICKLANDING AND HALE SWAMP
related to this Project
SW
SW _
SW _
NPDES
NPDES
WQ _
WQ _
E&S _
E&S _
Other
Project Drains into JINNYS BRANCH waters — Water classification SA,HQW. (DWR Surface Water Classifications Mau)
Project Located in LUMBER 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 HQW waters? Y t
Engineer/Consultant: TIM CLINKSCALES Company: PARAMOUNTE ENGINEERING, INC. E C E R
Address:122 CINEMA DRIVE City: WILMINGTON, State: NC Zip: 28403-_ J
Phone: [phone], Fax: [phone]. Email: [e-mail] MAR 1121c2
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE
$ # JOBS 3Y:
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
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the arras 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 ❑ Law Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
® High Density -Detention Pond 3 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
ElHigh Density -Bio-Retention _ # Treatment Systems El High Density —SW Wetlands _ # Treatment Systems
El High Density -Other 1 # Treatment Systems / ElMOD:❑ Major ❑ Minor El 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 aces 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: Z 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 ACOE: ❑ Yes Z No Permit
_ For DFIQ use only
Fee SDlit for multiple oermits: fCheck# 1 Tnlml Fan Ammq!!t
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
$
LQS
$
Stream Deter,_
$
NCDEQ EXPRESS June 2019

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CRESSWIND
Express Stormwater Narrative
Project Narrative:
Blueberry Ventures, LLC is proposing the construction of a single family neighborhood just
south of the roundabout with Bricklanding road and Hale Swamp road in Brunswick County.
Our project will consist of 350 units, a mixture of single family, duplexes, and townhomes and 2
amenities. The site will be a high density permit with curb and gutter to a stormdrainage
system to wet detention ponds. The project drains to Jinny's Creek (SA,HQW) but is greater
than Ih mile from the Creek.

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Weaver, Cameron
From: Tim Clinkscales <[e-mail]>
Sent: Friday, March 11, 2022 12:01 PM
To: Weaver, Cameron
Subject: [External] Express Request for Cresswind
Attachments: Vicinity Map Cresswind.pdf; Express Stormwater Narrative - Cresswind.pdf; REQUEST
FOR EXPRESS form FINAL Cresswind.pdf; SITE PLAN.pdf, USGS QUAD MAP.pdf
CAUTION: External email. Do not dick links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam
Cameron
Hope well, enclosed is an express request for a project in Brunswick County
Thanks and good day
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.lparamounte-enci.com