SW8061001_Historical File_20130506

Casmer; Jo
From:
Sent:
To:
Subject:
Sorry...
David Newsom [[e-mail]]
Sunday, June 09, 2013 11:12 AM
Casmer, Jo
RE: The Hammocks at Port Swansboro SW8 061001
Craig Rigsbee7
19 Sloop St. r
Swansboro, NC 28584
Ph 910 548 2240
From: Casmer, Jo [e-mail]
Sent: Friday, June 07, 2013 2:08 PM
To: David Newsom
Subject: RE: The Hammocks at Port Swansboro SW8 061001
J
I never heard back from you with an address. I tried another address I found on the Sec. of State website (18 Schooner
Drive, Swansboro) but that's no good either. I would think they would want their permit.....1'm holding it until I get a
good address as I don't want to waste anymore postage. Thanks.
fo owsmer
Administrative Assistant IV
NC Dept. of Environment & Natural Resources
Division of Water Quality -Surface Water Protection Section
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Please pore emall address has change¢
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties
From: David Newsom r mailto:crystalcoastena(&bizec.rr.coml
Sent: Tuesday, May 21, 2013 6:56 AM
To: Casmer, Jo
Subject: RE: The Hammocks at Port Swansboro SW8 061001
Interesting...
Let me call him today.....and get his current address.
From: Casmer, Jo rmailto:jo.casmer(&ncdenr.gov]
Sent: Monday, May 20, 2013 4:49 PM
To: [e-mail]
Subject: The Hammocks at Port Swansboro SW8 061001

David: 1 malled,the permit to Craig Rigsbee May 81h and it was returned today by the post office as "return to
sender/unable to forward." l used the address that was on the application (1143 Hammocks Beach Rd.,
Swansboro).
Do you have a current address that 1 can send the permit to? Thanks.
Jo CRswer
Administrative Assistant IV
NC Dept. of Environment & Natural Resources
Division of Water Quality -Surface Water Protection Section
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Please note emall address has changed.
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties

Design Calculations
Stormwater Treatment Facilities
for
The Hammocks at Pc;rt of Swansboro, Phase II (includes
located In
Carteret County
Revised 4/25/13
1. PROJECT DESCRIPTION
The Project consists of proposed townhome project and site work.
2. COMPUTE POND AREA REQUIRED
a. Compute Percent Impervious:
Impervious Areas:
On -Site Buildings
On -Site Streets
On -Site Parking
On -Site Sidewalks
Other on -site
Off -site
Sub -Total
FUTURE
FUTURE(reserved)
Total
Total Area Drainage to Pond:
Percent Impervious =
b. Compute Pond Surface Area
OFFSITE
Phase 1 Phase 2
Kisting Proposed Total
33,732
64,021
97,753 SF
0
0
0 SF
56,189
89,562
145,751 SF
8,194
29,250
37,444 SF
0
0
0
0
0
0
98,115
182,833
280,948 SF
0 Q 0SF
500 2,200 2,700
98,615 185,033 283,648 SF
0.463 or 46.3 %
612,000 SF
Using Surface Area to Drainage Area Ratio Chart for 90% TSS Removal (copy attached) and
assuming F 3.75 foot pond depth:
SA/DA = 4.32 % (interpolated - Select from Highlighted Cell in SA/DA)
Therefore:
Surface Area = SA/DA x Drainage Area
26,446 SF say 26.4,i2. SF
must be > 26,446 SF
c. Compute Minimum Pond Dimensions EcC
EIVE'04
MAY 0 2 2013

Assume rectangular shape with 3:1 Length (L) to Width (W) Ratio:
Min Length = 281.67 feet
Min Width = 93.89 feet
Site conditions, however, dictate irregular shaped pond:
Hydr. Length = 244.1 Ifeet
so, Hydr. Width (a% 108.4 feet (avg)
Actual L/W = 2.3 (irregular shape)
3. DETERMINE REQUIRED STORAGE VOLUME
Based on required rainfall depth:
Design Rainfall Depth =1 1.5 inches
Using Schuler "Simple Method":
Rv = 0.05 + 0.009(I) where I = percent impervious
Rv = 0.467 inrn
Runoff Volume = Design Rainfall x Rv x Drainage Area
Runoff Volume = 35,735 CF
Based on Q1/24 Post Development less Q1/24 PreDevelopment
PreDevelopment Runoff
1-yr, 24 hour rainfall depth 3.65 in
Using Schuler "Simple Method":
Rv = 0.05 + 0.009(1) where I = percent impervious
Rv = 0.050 in/in
Runoff Volume = Design Rainfall x Rv x Drainage Area
Runoff Volume = 9,308 CF
Post Development Runoff
Using Schuler "Simple Method":
Rv = 0.05 + 0.009(1) where I = percent impervious
Rv = 0.467 in/in
Runoff Volume Design Rainfall x Rv x Drainage Area

Runoff Volume =
86,956 CF
Post Development Q1/24 - PreDevelopment Q1/24 = 77,649 CF
Controlling Storage Volume = 77,649 CF say 81,134 CF
Must be > 77,649 SF
4. DETERMINE REQUIRED STORAGE DEPTH
Assume: 3:1 side slopes
solving for depth (d) by trial & error:
d = 2.65
5. DETERMINE ORIFICE SIZE
Control Volume must be drawn down over a 2 day - 5 day period.
Using orifice equation, solve for Diameter (D) that results in 3-1/2 day period:
D = (Q / 0.026 (h).5).5
Where: Q = (Control Volume / 3.5 days x 86,400 sec/day)
= 0.268 cfs
h= D / 3
= 0.88
Solving for D:
D = 3.31 Use 3.00 " pipe
Actual Drawdown with actual drawdown pipe diameter (using orifice equation):
Q= 0.220 cfs
Draw Down Period = jjjffj.4.04 days OK, < 5.0
6. SELECT OUTLET STRUCTURE SIZE
Size outlet structure such that depth of Q10 flow < or + to 2.25 Feet
Using Rational Formula (Q=CIA) where:
Cimper = 0.9
Cpery = 1 0.2
Ccum = 0.52
110 = 7.50 in/hr
A = 14.05 ac

Q10 = 55.26 cfs
Using Francis Formuia (0=3.OLH'A) to solve for L such that H = 2.25 Feet
Min L = 5.458 Linear Feet
Use 62 Linear Foot Weir
Use 63 Square Precast Structure N/A
7. DETERMINE 010 STAGE
Q10 = 55.26 cfs
From Routing Analysis, H10 = 12.76
8. DETERMINE 0100 STAGE (ELEV. OF EMERGENCY SPILLWAY)
Using Rational Formula (Q=CIA) where:
Cimper = 0.9
Cpery = 0.2
Ccum = 0.52
1100 = 9.50 in/hr
A = 14.05 ac
Q100 = 70.00 cfs
From Routing Analysis, H100 = 13.00
9. DETERMINE 0100 STAGE OVER EMERGENCY SPILLWAY (TOP BERM ELEV.)
Assume prima ;1 spillway blocked (i.e., emergency spillway to accommodate Q100)
Emergency spillway shall be a broad crested earthern weir designed to pass 100 year storm.
Using broad crested weir equation H = (Q/(Cw x L))m
where: Q = Q100 70.00 cfs
Cw = 3.0
Length = 65 feet
H = 0.51 feet
10. FOREBAY SIZING
Compute Actual Pond Volumes (using average end method):

Avg
Incr.
Incr.
Cum.
Main Bay Volume:
Elevation
Area SF
Area SF
Depth (FT)
Vol CF
Vol CF
Pond Bottom
21.00
5,830
Bottom Veg Shelf
27.00
17,32-2
11,576
6.00
69,456
69,456
Normal Pond
27.50
20,792
19,057
0.50
9,529
78,985
Main Bay Volume = 78,985 CF
Forebay Volume : Elevation Area SF Area SF Depth (FT) Vol CF Vol CF
Pond Bottom 22.001 1,704
Normal Pond 27.501 5,660 3,682 5.50 20,251 20,251
Forebay Volume = 20,251 CF
Total Pond Volume 1 99,236 CF
Total Pond Area = 26,452 SF
Forebay Volume equates to % of Total Volume
Must be > 18% and < 22%
Average Pond Depth = 3.75 feet
Compare to assumed Depth 3.75 feet
Temp. Storage Volume: Elevation Area SF Area SF Depth (FT) Vol (CF) Vol CF
Normal Pond 27.50 26,452
Temp. Pond Level 30.001 38,4651 32,454 2.50 81,134 81,134
Temporary Level should be 30.15 or greater
Temp. Pool Volume = 81,134 CF
11. SUMMARY
Pond Elevations:
Top Berm (minimum)
H= 0.51
100-Yr. Storm
H100 = 3.00
10-Yr. Storm
H10 = 2.75
Temp. Storage
storage depth = 2.50
Permanent Pool
Pond Bottom
pond depth = 6.50
Relative Actual
12.51 31.50
12.00 30.50 (emerg. weir elev)
11.75 30.25
9.00
30.00 (primary weir elev)
6.50
27.50 (invert out elev)
0
21.00

12. WET DETENTION BASIN SUPPLEMENT
Site Characteristics
Drainage Area 612,000 sf
Impervious Area 283,648 sf
% Impervious 46.3 %
Design Rainfall Depth 1.5 in
Storage Volume
Min. Volume Required 35,735 cf
Volume Provided 81,134 cf
Peak Flow Calculations
1-yr, 24 hour rainfall depth
3.65 in
Rational C, predevelopment
( 0.2(
Rational C, post development
0.52
Rainfall Intensity 1 yr 24 hr
0.15 in/hr
Pre Dev Q1(24 hour)
0.43 cfs
Post Dev Q1 (24 hour)
1.12 cfs
Pre/Post Flow Control
0.69 cfs
Basin Elevations
Basin Bottom Elevation 20.00 feet (Elev)
Sediment Cleanout Elevation 21.00 feet (Elev)
Permanent Pool Elevation 27.50 feet (Elev)
Temporary Pool Elevation 30.00 feet (Elev)
Volume and Surface Area Calculations
SA/DA ratio
4.32
Surface Area Required
26,446 sf
Surface Area Provided
26,452 sf
Permanent Pool Volume
99,236 cf
Average Depth
3.75 feet
Forebay Volume
20,251 cf
Forebay % of Total Volume
20.4 %
Temporary pool Area
38,455 sf
Drawdown Calculations
Drawdown Time
Discharge Rate
Pre Dev Q1(24 hour)
Post Dev Q1 (24 hour)
Additional Information
Diameter of orifice
Design TSS Removal
Basin Side Slopes
Vegetated Shelf Slope
Vegetated Shelf Width
4.09 days
0.220 cfs
0.43 cfs
0.16 cfs
3.00 in
90 %
3 :1
10 :1
10 ft

Length to Width Ratio
2 :1
Trash Rack?
Yes
Freeboard Provided?
Yes
Vegetated Filter Provided?
No
Recorded Easement?
Yes
Captures all Runoff?
Yes
Drain Mechanism
Pump

NA
SEAI
Design Calculations
18143
Stormwater Treatment Facilities
.y'vGt�.F
for
yp&
The Hammocks at Port of Swansboro, Phase II (includes Phase/.K. NO,.''
located in
Carteret County
�! <
Revised 4/25/13
1. PROJECT DESCRIPTION
The Project consists of proposed townhome project and site work.
2. COMPUTE POND AREA REQUIRED
a. Compute Percent Impervious:
Impervious Areas:
On -Site Buildings
On -Site Streets
On -Site Parking
On -Site Sidewalks
Other on -site
Off -site
Sub -Total
FUTURE
FUTURE(reserved)
Total
Total Area Drainage to Pond:
Percent Impervious =
b. Compute Pond Surface Area
OFFSITE
Phase 1 Phase 2
Kis_ tins Proposed Total
33,732 64,021 97,753 SF
0 +7 0 SF
56,189 89,56;2 145,751 SF
8,194 29,250 37,444 SF
0 0 0
0 0
98,115 182,833 280,948 SF
DI 0 0 SF
500 2,200 2,700
98,615 185,033 283,648 SF
0.463 or 46.3 %
612,000 SF
Using Surface Area to Drainage Area Ratio Chart for 90% TSS Removal (copy attached) and
assuming F 3.75 foot pond depth:
SA/DA = 4.32 % (interpolated - Select from Highlighted Cell in SA/DA)
Therefore:
Surface Area = SA/DA x Drainage Area
26,446 SF say; , �6,4521 SF
must be > 26,446 SF
c. Compute Minimum Pond Dimensions

Assume rectangular shape with 3:1 Length (L) to Width (W) Ratio:
Min Length = 281.67 feet
Min Width = 93.89 feet
Site conditions, however, dictate irregular shaped pond:
Hydr. Length = I 244.1 feet
so, Hydr. Width (a% 108.4 feet (avg)
Actual L/W = 2.3 (irregular shape)
3. DETERMINE REQUIRED STORAGE VOLUME
Based on required rainfall depth:
Design Rainfall Depth = 1.5 inches
Using Schuler "Simple Method":
Rv = 0.05 + 0.009(I) where I = percent impervious
Rv = 0.467 in/in
Runoff Volume = Design Rainfall x Rv x Drainage Area
Runoff Volume = 35,735 CF
Based on Q1/24 Post Development less Q1/24 PreDevelopment
PreDevelopment Runoff
1-yr, 24 hour rainfall depth 3.65 in
Using Schuler "Simple Method":
Rv = 0.05 + 0.009(I) where I = percent impervious
Rv = 0.050 in/in
Runoff Volume = Design Rainfall x Rv x Drainage Area
Runoff Volume = 9,308 CF
Post Development Runoff
Using Schuler "Simple Method":
Rv 0.05 + 0.009(I) where I = percent impervious
Rv 0.467 in/in
Runoff Volume = Design Rainfall x Rv x Drainage Area

Runoff Volume =
86,956 CF
Post Development Q1/24 - PreDevelopment Q1/24 = 77,649 CF
Controlling Storage Volume = 77,649 CF
4. DETERMINE REQUIRED STORAGE DEPTH
Assume: 3:1 side slopes
solving for depth (d) by trial & error:
d = 2.65
5. DETERMINE ORIFICE SIZE
says 8�,134CF
Must be > 77,649 SF
Control Volume must be drawn down over a 2 day - 5 day period.
Using orifice equation, solve for Diameter (D) that results in 3-1/2 day period:
D = (Q / 0.026 (h)')-5
Where: Q = (Control Volume / 3.5 days x 86,400 sec/day)
0.268 cfs
h= D / 3
= 0.88
Solving for D:
D = 3.31 Use 3.00 " pipe
Actual Drawdown with actual drawdown pipe diameter (using orifice equation):
Q= 0.220 cfs
Draw Down Period = days OK, < 5.0
6. SELECT OUTLET STRUCTURE SIZE
Size outlet structure such that depth of Q10 flow < or + to 2.25 Feet
Using Rational Formula (Q=CIA) where:
Cimper = 0.9
Cpery 0.2
Ccum = 0.52
110 = 7.50 in/hr
A = 14.05 ac

Q10 = 55.26 cfs
Using Francis Formula (Q=3.OLH `'3) to solve for L such that H = 2.25 Feet
Min L = 5.458 Linear Feet
Use 62 Linear Foot Weir
Use 63 Square Precast Structure N/A
7. DETERMINE 010 STAGE
Q10 = 55.26 cfs
From Routing Analysis, H10 = 2.75
8. DETERMINE 0100 STAGE (ELEV. OF EMERGENCY SPILLWAY)
Using Rational Formula (Q=CIA) where:
Cimper =
0.9
Cpery =
0.2
Ccum =
0.52
1100 = 9.50 in/hr
A =
14.05 ac
Q100 = 70.00 cfs
From Routing Analysis, H100 = 13.00
9. DETERMINE 0100 STAGE OVER EMERGENCY SPILLWAY (TOP BERM ELEV.)
Assume primary spillway blocked (i.e., emergency spillway to accommodate 0100)
Emergency spillway shall be a broad crested earthern weir designed to pass 100 year storm.
Using broad crested weir equation H = (Q/(Cw x L))2'�3
where: Q = Q100 70.00 cfs
Cw = 3.0
Length = 65 feet
H = 0.51 feet
10. FOREBAY SIZING
Compute Actual Pond Volumes (using average end method):

Avg
Incr.
Incr.
Cum.
Main Bay Volume:
Elevation
Area SF
Area SF
Depth (FT)
Vol CF
Vol CF
Pond Bottom
21.00
51830
Bottom Veg Shelf
27.00
17,322
11,576
6.00
69,456
69,456
Normal Pond
27.50
20,792
19,057
0.50
9,529
78,985
Main Bay Volume = 78,985 CF
Forebay Volume: Elevation Area SF Area SF De th FT Vol CF Vol CF
Pond Bottom 22.Q0 1,744
Normal Pond 27.50' 15 60 3,682 5.50 20,251 20,251
Forebay Volume = 20,251 CF
Total Pond Volume 1 99,236 CF
Total Pond Area = 26,452 SF
Forebay Volume equates to a % of Total Volume
Must be > 18% and < 22%
Average Pond Depth = 3.75 feet
Compare to assumed Depth 3.75 feet
Temp. Storage Volume: Elevation Area SF Area SF Depth FT Vol CF Vol (CF)
Normal Pond 27.50 26,452
Temp. Pond Level 30-001 38,465 32,454 2.50 81,134 81,134
Temporary Level should be 30.15 or greater
Temp. Pool Volume = 81,134 CF
11. SUMMARY
Pond Elevations:
Reiative
Actual
Top Berm (minimum)
12.51
31.50
H= 0.51
100-Yr. Storm
12.00
30.50 (emerg. weir elev)
H100 = 3.00
10-Yr. Storm
11.75
30.25
H10 = 2.75
Temp. Storage
9.00
30.00 (primary weir elev)
storage depth 2.50
Permanent Pool
6.50
27.50 (invert out elev)
pond depth 6.50
Pond Bottom
0
21.00

12. WET DETENTION BASIN SUPPLEMENT
Site Characteristics
Drainage Area 612,000 sf
Impervious Area 283,648 sf
% Impervious 46.3 %
Design Rainfall Depth 1.5 in
Storage Volume
Min. Volume Required 35,735 cf
Volume Provided 81,134 cf
Peak Flow Calculations
1-yr, 24 hour rainfall depth
3.65 in
Rational C, predevelopment
0.2�
Rational C, post development
0.52
Rainfall Intensity 1 yr 24 hr
0.15 in/hr
Pre Dev Q1 (24 hour)
0.43 cis
Post Dev Q1 (24 hour)
1.12 cfs
Pre/Post Flow Control
0.69 cis
Basin Elevations
Basin Bottom Elevation 20.00 feet (Elev)
Sediment Cleanout Elevation 21.00 feet (Elev)
Permanent Pool Elevation 27.50 feet (Elev)
Temporary Pool Elevation 30.00 feet (Elev)
Volume and Surface Area Calculations
SA/DA ratio
4.32
Surface Area Required
26,446 sf
Surface Area Provided
26,452 sf
Permanent Pool Volume
99,236 of
Average Depth
3.75 feet
Forebay Volume
20,251 cf
Forebay % of Total Volume
20.4 %
Temporary pool Area
38,455 sf
Drawdown Calculations
Drawdown Time
Discharge Rate
Pre Dev Q1(24 hour)
Post Dev Q1 (24 hour)
Additional Information
Diameter of orifice
Design TSS Removal
Basin Side Slopes
Vegetated Shelf Slope
Vegetated Shelf Width
4.09 days
0.220 cfs
0.43 cfs
0.16. cfs
3.00 in
90 %
3 :1
10 :1
10 ft

Length to Width Ratio
2 :1
Trash Rack?
Yes
Freeboard Provided?
Yes
Vegetated Filter Provided?
No
Recorded Easement?
Yes
Captures all Runoff?
Yes
Drain Mechanism
Pump

ALeru-ww
f� MENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E.
Governor Director
March 5, 2013
Criag Rigsbee, Manager
The Hammocks at Port Swainsboro, LLC
1143 Hammocks Beach Road
Swansboro, NC 28584
Subject: Request for Additional Information
Stormwater Project No. SW8 061001
The Hammocks at Port Swansboro
Onslow County
Dear Mr. Rigsbee:
John Skvarla
Secretary
The Wilmington Regional Office received a Stormwater Management Permit Application for The Hammocks at
Port Swansboro on February 26, 2013. A preliminary review of that information has determined that the
application is not complete. The following Information is needed to continue the stormwater review:
1. The plan submitted with "The Hammocks at Port Swainsboro" project is the grading plan for "The Hammocks
at Port of Swansboro, Phase II" project.
Please submit a grading and drainage plan for "The Hammocks at Port Swansboro" project showing the
property boundary (with the calls), all impervious structures (dimensioned), as well as the grading/drainage
and how it will be collected and conveyed to the offsite treatment system.
Please note that this request for additional information is in response to a partial, preliminary review. The
requested information should be received by this Office prior to April 5, 2013, or the application will be returned
as incomplete. The return of a project will necessitate resubmittal of all required items, including the application
fee.
If you need additional time to submit the information, please mail, email or fax your request for a time extension
to the Division at the address and fax number at the bottom of this letter. The request must indicate the date by
which you expect to submit the required information. The Division is allowed 90 days from the receipt of a
completed application to issue the permit.
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 reference the State assigned project number on all correspondence. Any original documents that need
to be revised have been sent to the engineer or agent. All original documents must be returned or new originals
must be provided. Copies are not acceptable. If you have any questions concerning this matter please feel free
to call me at [phone] or email me at [e-mail].
Sincerely, t
Chris Baker
Environmental Engineer II
GDS/csb: S:\WQS\Stormwater\Permits & Projects\2006\061001 HD\2013 02 addinfo 061001
cc: David Newsom, P: E., Crystal Coast Engineering, P. A.
Wilmington Regional Office
Stormwater File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www rimaterauality.orn
ne
NorthCarolina
Natumll#
An Equal Opportunity \ Affirmative Action Employer

North Carolina Secretary of State
Page 1 of 1
Account Login Register
North Carolina
Elaine F. Marshall DEPARTMENTOF THE
Secretary SECRETARY O1= STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 3/5/2013
Click here to:
View Document Filings I File an Annual Report
®J Print a Pre -populated Annual Report Fillable PDF Form I Amended A Previous Annual Report
Corporation Names
Name
Name Type
NC THE HAMMOCKS AT PORT
SWANSBORO, LLC
LEGAL
Limited Liability Company Information
SOSID:
0838007
Status:
Current -Active
Effective Date:
3/31/2006
Annual Report Due Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
RIGSBEE, ANTHONY C
Office Address:
18 SCHOONER DRIVE
SWANSBORO NC 28584
Mailing Address:
18 SCHOONER DRIVE
SWANSBORO NC 28584
Principal Office
Office Address:
18 SCHOONER DRIVE
Mailing Address:
Officers
Title -
Name:
Business Address:
Title:
Name:
Business Address:
SWANSBORO NC 28584
18 SCHOONER DRIVE
SWANSBORO NC 28584
MANAGER
ANTHONY CRAIG RIGSBEE
201 RIVER READH
SWANSBORO NC 28584
MEMBER
ESTES RIGSBEE
7909 STEEP HILL
RALEIGH NC 27603
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
4235
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=7947776 3/5/2013

CompletenW Review Checklist
Project Blame: �� �]AOC �/S (PVO Received Date:
Project Location:iuS3aq-o f'UniSCC1VJ Accepted Date: ++
Paperwork Emailed Engineer on:
®Supplement(s) (1 original per BMP) BMP Type(s):
®O&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
®Application with correct/original signatures
®Corp or LLC: Sig. Auth. per SoS or letter Note to Reviewer.
®$505 (within 6mo) a
®Soils Report with SHWT
Calculations si ned seated `f� —i/� I�C;Al SF /0 C S
® (g / )
IDNo obvious errors (Y PCkn'r%J C( �EWE.5-f
Density includes common areas, etc
Deed Restrictions, if subdivided:
Signed & Notarized
Plans
,02 Sets
®Grading
®Vicinity Map
Legend
Infiltration
Soils Report
SHWT:
Bottom:
Additional Information:
Permitted
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
®Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Wetlands: Delineated or No Wetlands
®Layout (proposed BUA dimensions)
®DA Maps LJProject Boundaries
Wet Pond
Offsite
Soils Report
�PE Cert for Master
SHWT:
®Deed Rest for Master
PP:
BUA Permitted (Master):
BUA Proposed (Offsite):
Proposed:
Proposed:
Lot #:
®Lot # Matches Master
Proposed:
sf
sf

JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING — LAND PLANNING — MAPPING
P.O. BOX 1685
JACKSONVILLE, NC 28541
OFFICE: [phone] FAX: [phone]
E-MAIL: bettyb@jl nn c.com
Or hriani/nlilnnn nnm
TO: Mr. Chris Baker
N.C. Department of Environment and Natural
Resources — Department of Stormwater
127 Cardinal Drive Extension
Wilmington, NC 28405
Letter of Transmittal
DATE:
February 25, 2013
ATTENTION:
Mr. Chris Baker
Re:
The Hammocks at Port of Swamsboro
COPIES DATE NUMBER DESCRIPTION
2 -Copy of stormwater plan
2 Stormwater applications with calculations for permit modification
1 Check in the amount of $505.00
SIGNED:

0 0
Exin in
Existing BUA Ph 1
= 98,115 sf
n
O
BULDINGS
33,732 sf a
STREETS
56,189 sf
4
u u
d n 0 0 0 0
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North Carolina Secretary of State
Page 1 of 1
North Carolina
Elaine iF. marshaff D EPARTM E NT OF THE
Secretary SECRETARY Ol= STATE
PO Sox 29622 Raleigh. NC 27626-0622 [phone]a
Date: 11 /28/2012
Click here to:
View Document Filings I File an Annual Report
®J Print a Pre -populated Annual Report Fillable PDF Form I Amended A Previous Annual Report
Corporation Names
Name Name Type
NC THE HAMMOCKS AT PORT LEGAL
SWANSBORO, LLC
Limited Liability Company Information
SOSID:
0838007
Status:
Current -Active
Effective Date:
3/31/2006
Annual Report Due Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
RIGSBEE, ANTHONY C
Office Address:
18 SCHOONER DRIVE
SWANSBORO NC 2,8584 --�
_ ...
Mailing Address:
.._._........._....
_� "' 18 SCHOONER DRIVE
SWANSBORO NC 28584
Principal Office
Office Address: 18 SCHOONER DRIVE
SWANSBORO NC 28584
Mailing Address:
18 SCHOONER DRIVE
SWANSBORO NC 28584
Officers
Title:
MANAGER
Name:
ANTHONY CRAIG RIGSBEE
Business Address:
201 RIVER READH
SWANSBORO NC 28584
Title: MEMBER
Name: ESTES RIGSBEE
Business Address: 7909 STEEP HILL
RALEIGH NC 27603
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
3744
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=7947776 11/28/2012

, North Carolina Secretary of State
Page 1 of 1
>
North Carolina
Maine F Marshall DEPARTMENT OFTHE
Secretary SECRETARYOFSTATE
PO Box 29622 Raleigh NC 27626-W22 [phone]
Date: 11 /26/2012
Click here to:
View Document Filings I File an Annual Report
I Print a Pre -populated Annual Report Fillable PDF Form I Amended A Previous Annual Report I
Corporation Names
Name Name Type
SIC THE HAMMOCKS AT PORT LEGAL
SWANSBORO, LLC
Limited Liability Company Information
SOSID:
0838007
Status:
Current -Active
Effective Date:
3/31/2006
Annual Report Due Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name: RIGSBEE, ANTHONY C
Office Address: 18 SCHOONER DRIVE
SWANSBORO NC 28584
Mailing Address: 18 SCHOONER DRIVE
SWANSBORO NC 28584
Principal Office
Office Address: 18 SCHOONER DRIVE
SWANSBORO NC 28584
Mailing Address:
Officers
Title:
Name:
Business Address:
Title:
Name:
Business Address:
18 SCHOONER DRIVE
SWANSBORO NC 28584
MANAGER
ANTHONY CRAIG RIGSBEE
201 RIVER READH
SWANSBORO NC 28584
MEMBER
ESTES RIGSBEE
7909 STEEP HILL
RALEIGH NC 27603
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
3718
hq://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=7947776 11/26/2012

�X.00w /6-7ct;5-54
Lewis,Undla
From: David Newsom [[e-mail]]
Sent: Monday, November 26, 2012 10:01 AM
To: Lewis, Linda
Subject: RE: I am at a loss.......
Great...working on the applications now.
From: Lewis,Linda [mailto:[e-mail]]
Sent: Monday, November 26, 2012 9:35 AM
To: David Newsom
Subject: RE: I am at a loss.......
Dave -
That sounds reasonable to me.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
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: David Newsom fmailto:[e-mail]
Sent: Sunday, November 25, 2012 1:18 PM
To: Lewis,Linda; Betty Bullock
Subject: RE: I am at a loss.......
Consider the following......
The NEW owner (JEJ Properties) does NOT want to assume responsibility for that portion of the original project that has
already been developed (i.e., portion of SW8 061001).....
So, I think that permit (SW8 061001) needs to continue, with Craig Rigsbee as the permittee. But, since only a portion of
that project was constructed ..... and perhaps more importantly, the infiltration system NOT constructed, it would seem
necessary to MODIFY that permit accordingly (i.e. change project size to ONLY that constructed....and add and offsite
supplement whereby stormwater from that project can be received and treated in the new BMP's (pond and wetland in
series) proposed for the NEW project.
So, if you agree, this is my plan.
1) Submit modification to SW8 061001 as described above.
2) Ask that permit SW8 070654 (Hammocks Port of Swansboro EAST Section) be rescinded in its entirely as that
project will NOT be constructed.
3) Submit NEW permit application for the proposed development, that project to include adequate treatment
capacity to accommodate stormwater from the SW8 061001 as modified.
Does that sound reasonable?

From: Lewis,Unda rmailto:linda.lewis ncdenr.gov
Sent: Tuesday, November 20, 2012 4:52 PM
To: David Newsom
Subject: RE: I am at a loss.......
Hey Dave:
It's not quite as complicated as you might think, but I do tend to oversimplify things a bit. Essentially, no
modifications to a permit can be accepted until that permit is transferred to the new owner, or rescinded at the
request of the current permittee. Once transfers/rescissions are completed, then the necessary modifications
can be submitted by the new permittee for approval. Permit #SW8 061001 covers the initial development of the
Hammocks at Port of Swansboro. I've included a copy for you. Permit #SW8 070654 covers the East Section
(Keith Walsh).
I need to know if JEJ Properties bought and is developing both phases of the project? We could not modify the
SW8 061001 permit by combining the 061001 project and the 070654 project without first transferring both
permits to the new owner. Then the owner can submit a modification to combine the permits.
If the 061001 project will be owned by a different entity than the 070654 project, but will require the use of a
BMP that will be permitted under 070654, for all or just a portion of the 061001 development, then we need to
transfer the 061001 permit °as is" to the owner of the 061001 project, approve a modification to the 070654
permit to acknowledge the.offsite drainage from 061001, and then accept an application from the new
permittee to modify the 061001 transferred permit to acknowledge treatment of some or all of the BUA in the
offsite BMP permitted under 070654.
If Keith Walsh did not develop anything under the 070654 permit, then he can request that the permit be
rescinded because it is no longer needed. Along with that request, though, he would have to provide us with
the new property owner contact information so that the new property owner could submit for a new permit. If
the new property owner will develop per the existing permit, then Mr. Walsh could elect to just transfer that
permit.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
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: David Newsom rmalito:crystalcoastenci(dbizec.rr.coml
Sent: Tuesday, November 20, 2012 3:55 PM
To: Lewis,Linda
Subject: I am at a loss.......
I am at a loss of how best to permit this project.....The Hammocks at Port of Swansboro.
At some date prior to November 2007, DWQ issued a Stormwater Permit (High Density Infiltration) for The Hammocks
at Port of Swansboro (I did NOT do the design work and I do NOT have copy of that permit). A portion of this project has
been built. However, I understand the developer/permittee (Hammocks at Port of Swansboro, I-I-Q does NOT intend to
complete the project. Part of the stormwater facilities have been constructed (i.e. collection and stormwater pump

station) have been installed,..however, I do not believe that the infiltration system has been installed/certified. For the
sake of simplicity, we will refer to this portion of the Hammocks project as Phase 1.
In November 2007, we (Crystal Coast Eng) applied for and received permit SW8 070654 for The Hammocks at Port
Swansboro EAST SECTION. NONE of this project has been constructed. Again, the developer/permittee does NOT intend
to proceed with this development.
Another developer (JEJ Properties, Inc) has recently bought the undeveloped portion of the Hammocks tract, and
intends to develop, however develop considerably different from what was previously designed and permitted for
Hammocks EAST SECTION. Those plans are almost complete. We are proposing a Wet Pond in series with Constructed
Wetland (trib to SA waters) with excess flows going to Veg Filter. For the sake of simplicity, we will refer to this project
as Phase 2.
Perhaps most importantly,'flow from the Phase 1(as previously described) pump station is to be diverted to the
proposed stormwater treatment facilities in this new section (Phase 2), as the BMP for Phase 1 was never constructed.
So, in short, it seems I need a permit that will incorporate PORTIONS of what was permitted in the ORIGINAL permit .... as
well as new construction proposed for PHASE 2.
How best, in your view, to permit this scenario....
It seems logical to me to first Rescind SW8 070654 (EAST SECTION)...... and then seek a modification to the ORIGINAL
permit (I do not have that number)....adding the proposed Phase 2 construction to that portion of Phase 1 construction
that was actually completed.
Do you agree? .... Or is there perhaps an easier/more straitforward way to approach this?

Cox, David
From: Scott, Georgette
Sent: Wednesday, November 14, 2012 2:40 PM
To: Cox, David
Subject: FW: The Hammocks at Port Swansboro SW8 061001
FYI
Georgette Scott
Stormwater Program Supervisor
State Stormwater Program
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Phone [phone]
Fax [phone]
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: Scott Durham [mailto:durhamrs(&hotmail.coml
Sent: Wednesday, November 14, 2012 9:36 AM
To: Scott, Georgette
Subject: Re: The Hammocks at Port Swansboro SW8 061001
Ms. Scott,
Thank you so much for your prompt response. I will inform the residents of your involvement. They will be
quite pleased. We understand that progress will be slow but at least you have 'eyes on' and we are moving
forward.
Again, thank you for attentiveness to our plight.
Scott Durham
On Wed, Nov 14, 2012 at 8:21 AM, Scott, Georgette <georgette.scott c(e,ncdenr.go_v> wrote:
Mr. Durham,
I spoke with a representative from the town of Swansboro on Friday and understand there may be some issues
concerning this development. I'm sorry about the issue with your foundations, however we only handle issues
with the stormwater system and will be looking into the construction of the basin and the entire stormwater
system along with the sale of the property. The city might be able to help on the construction of the buildings if
they don't meet code.
Based on the information I have heard thus far there are some possible serious issues that may have to be
elevated to our central office in Raleigh.

(Page 1 c j 3)
This deed �.,,.,, : ,.•:..
The U: slu , Cu ! .;
Date lurk jt__
Doc ID: otOrD7280008 Typp•: CRP
FeAmt: 65 6 0002Pag*aI OOT:88:14 PH
Revenue Tax: "So.Do
""' oountv� tID
Rebecca L. Poilerd Rag. o9 Deada
SK3869 Pc,55-57
Delinquent taxes, if any, to be paid by the closing attorney to the Onslow County Tax Collector upon disbursement of
closing proceeds. The hereinafter described property — does _xxx does not include the primary residence of Grantor.
NORTH CAROLiNA GENERAL WARRANTY DEED
Excise Tax S660.00 Roc tag Time. Bookend EM set forth ehomm _
This instrument prepared by: Gaylor Edwards & Vatcher, P.A.,Licensed North Carolina Attorneys
Tax Parcel LD,/New PARCEL ID.- 1319-60.1 (060M)
Brief description for index: Approx. 3 acres off NC Hwy 24, Map Bk 50, Page 110
THIS DEED made this 191 day of October, 2012 by and between:
GRANTOR GRANTEE:
MMY ESTES RIGSBEE and wife, " JEJ INVESTORS, INC., a North
XAY PL RIGS1 EE * Carolina corporation
*
Mailing address: Mailing address:
6909 Field Hill Road * P.O. Box 1685
Raleigh, NC 27603 * Jacksonville, NC 28541
*
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 neater as required by context.
WITNESSEM that the Grantor, for a valuable consideration paid by the Grantee, the receipt and
wfficlency of which is hereby acknowledged, has and by these presents does grant bargain, sell, and
convey unto the Grantee, in fee simple, all that/those certain tract(s), lot(s) or pareek(s) of land, situated in
Swansbow Township, Onslow County, North Carolina and more particularly described as follows:
Being all of that 6.57 acres tract of land as shown and described on a plat entitled, "PCR DIVESI'MBNTS,
INC., d/b/a THE HAMMOCKS AT PORT OF SWANSBORO, being part of that property described and
shown on a map recorded In Map Boole 34, Page 119, Swansboro, NC", prepared by Charles A. Rawls and
Associates, dated November 15, 2005, and recorded to Map Book 50, Page 110, Slide 1-1208, Onslow
Coumy Registry, LESS AND EXCBPT THB FOLLOWING: All of the Lots and Streets as recorded on a map
entitled, "Me Hammocks at Port Swansboro Phase I" recorded in Map Book M, Page 113, Onslow County
Registry, and All of the Lots and Streets as recorded on a map entitled, "lire Hammocks at Port Swansboro
J:1wP =1GEWORelOMMR1GS0Q1A WvairOA5x4W
Book: 3869 Page: 55 Page 1 of 3
Book: 3869 Page: 55 Seq: 1

(Pa
,!�ge 2 of 3)
Phase 11", recorded in Map Book 52, Page 172, Onslow County Registry, and All of the Lots and Streets as
recorded on a map entitled, "The Hammocks at Part Swansboro Phase U' recorded in Map Book 52, Page
204, Onslow County Registry, and All of the Lots and Streets as recorded on a map entitled, ' Phe
Hammocks at port Swansboro Phase 1V" recorded in Map Book M, Page 193, Onslow County Registry, and
All of the Lots and Streets as recorded on a map entitled, "The Hammocks at Port Swamibcm Phase T
recorded in Map Book 56, Page 119, Onslow County Registry, and All the Lois and Streets as recorded on a
map entitled, "Final Subdivision Map for The Hammocks at Part Swansboro, Phase VP recorded in Map
Book 58, Page 47, Slide M-1121, Onslow County Registry.
Said properly also being described as follows:
Commencing at an existing N.C.GS monument entitled "Rink' and having N.C. Grid values of North
350,991.24 feet and Eastern values of 2,%7,714A2 feet and running thence from the said existing N.C.G.S.
mormment and running South 14 degrees 00 minutes 52 seconds Bast 124.76 feet to an existing iron stake
located along the Southwestern right of way of N.C. Highway 24 (100 foot right of way), thence leaving the
said right of way and running South 32 degrees 21 minutes 09 seconds West 184.95 feet to an existing iron
stake, said iron stake also being THE TRUE POINT Of BEGINNING: thence from the described
beginning and running South 32 degrees 11 minutes 05 seconds West 62.22 feet to an iron stake; thence
South 50 degrees 19 minutes 41 seconds West 419.86 feet to an existing iron stake; thence North 39 degrees
23 minutes 19 seconds West 78M to an existing iron stake; thence North 50 degrees 36 minutes 41 seconds
Bast 72.50 feet to an iron stake; thence North 39 degrees 24 minutes 13 seconds West 201M het to an
existing iron stake; thence North 50 degrees 15 minutes 01 seconds Bast 107.34 feet to an iron stake, thence
North 39 degrees 27 minutes 49 seconds West 40.00 feet to an iron stake; thence North 39 degrees 27
minutes 49 seconds West 79.29 feet to an iron stake; thence North 51 degrees 00 minutes 38 seconds East
106.04 feet to an existing iron pipe; thence South 62 degrees 08 minutes 42 seconds East 107.99 feet to an
existing inn pipe; thence South 63 degrees 48 minutes 04 seconds East 14.53 fleet to an iron stake; thence
South 42 degrees 00 minutes 18 seconds East 24.79 feet to an iron slake, thence South 15 degrees 35 minutes
53 seconds East 31.51 feet to an iron stake; thence North 73 degrees 06 minutes 38 seconds East 37.05 feet to
an iron stake; thence North 29 degrees it minutes 45 seconds Bast 32M feet to an ins► stake; thence South
60 degrees 54mimutes 22 seconds East 53.39 feet to an existing iron stake; thence South 68 degrees 23
minutes 37 seconds East 76.78 feet to an existing iron stake, thence South 60 degrees 49minutes 06 seconds
East 98.95 feet to the point and place of beginning. Containing 2.69 acres and being a portion of the
property described in Deed book 2630 Page 888 of the Onslow County Registry. The courses contained
herein are correct in angular relationship and are referenced to N.C. Grid North Prepared by John L.
Pierce 6s Associates, P.A., JOHN LYIERCE, P.L.S., L-2596, on September 17, 2012.
The property herein above described was acquired, or is a portion of the property acquired, by Grantor by
Instrument recorded in: Book 3668, Page 929, Onslow County Registry.
A map showing the above described property is recorded in: Map Book 50, Page 110, Onslow County
Registry.
TO HAVE AND TO HOLD the aforesaid tract(s), lots) or parcel(s) of land and all privileges and
appurtenances thereto belonging to the Grantee In fee simple.
1-lwroM%GEMMWWEo51 Qq WVeirOR9.W
Book: 3869 Page: 55 Page 2 of 3
Book: 3869 Page: 55 Seq: 2

(Page 3 of 3)
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 except for the exceptions hereinafter stated.
Title to the property herein above described is subject to the following exceptiam
1. Real property taxes for the year 2012, and thereafter,
2. Declaration of Covenants, Conditions and Restrictions recorded in Book 2818, Page 93Z Onslow
Coulty Registry,
3. Matters shown on any recorded map of the above described property.
IN WITNESS WHEREOF, the Grantor has hereto set his/her hand and seal, or if corporate or other
entity, has caused this instrument to be executed by its duly authorized par(s), manager(s) or officer(s),
the day and year first above written. / _ ,
KAY
STATE OF NORTH CAROLINA
COUNTY OF �ohivs i m
I certify that the following Person(s) personally appeared before me this day, each acknowledging to me
that he or she voluntarily signed the foregoing document for the purposes stated therein and in the
capacity(ies) indicated: HU1 Y ESTES RIGSBEE and wifg, KAY H. RIGSBEB
Date: October IA2012
fQ/jidai Signature OfNofmy)
Dray,re,//,1'f-
{Notery's printed or typed name)
My commission expires: h-Q 7� 13
J:%WR*MCZdMMIOra: ITMIMJa envrerM.•pd
Book: 3869 Page: 55 Page 3 of 3
Book: 3869 Page: 55 8eq: 3

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
September 21, 2012
Joe T. Prescott, Managing Partner
Prescott Management Partnership
5809 E. Landing Drive
Emerald Isle, NC 28594
Subject: Status of Stormwater Permit
Permit No. SW8 980339
Ivy Manor Assisted Living Center
Onslow County
Dear Mr. Prescott:
On March 14, 2003, the Wilmington Regional Office of the Division of Water Quality (DWQ)
issued a modified Stormwater Management Permit SW8 980339 for the construction of Ivy
Manor Assisted Living Center at Hwy 24 in Swansboro to Prescott Management Partnership.
On July 18, 2007, DWQ attempted to contact Prescott'Management Partnership regarding the
renewal of this permit; however there was no response. Inspections of this site have found that
the project has not been constructed and that the property appears to have been sold to The
Hammocks at Port Swansboro, LLC and subsequently permitted under Stormwater
Management Permit No. SW8061001.
As of this date, DWQ has not received a request to renew and transfer this permit to the current
property owners. Due to the fact the permit has expired, the project has not been constructed,
and that DWQ has had no response to written requests from the permittee or the current
property owners, Stormwater Management Permit SW8 980339 is hereby deemed Inactive
effective immediately.
If it would be helpful to discuss this matter further, please contact Steve Pusey in the Surface
Water Protection Section of the Division of Water Quality in the Wilmington Regional Office at
[phone].
Sincerely,
S�
�m Charles Wakild, P.E., Director
Division of Water Quality
GDS\sgp: S:\WQS\Stormwater\Permits & Projects\1998\980339 HD\2012 09 rescind 980339
cc: Craig Rigsbee, Member - The Hammocks at Port Swansboro, LLC
Bradley Bennett, Stormwater Unit
Georgette Scott
Wilmington Regional Office Stormwater File SW8 061001
Wilmington Regional Office Stormwater File SW8 980339
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] DENR Assistance: 1-877-623-6748
Internet: www.ncwaterquality.org
One
NorthCarohna
Natur dy-
An Equal Opportunity \ Affirmative Action Employer

Scott, Georgette
From: Scott, Georgette
Sent: Tuesday, June 26, 2012 3:20 PM
To: 'Cynthia Ross'
Subject: RE: The Hammocks at Port Swansboro
I will look into it immediately. However, if you can provide me with the name of the developer you are dealing
with and his correct address and the HOA and their address it will help us to determine the status a lot quicker.
Thank you
Georgette Scott
Stormwater Program Supervisor
State Stormwater Program
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Phone [phone]
Fax [phone]
Umail correspondence to and from this address may be subject to the North Carolina Public Records Uw and may be disclosed to third parties.
From: Cynthia Ross[mailto:[e-mail]]
Sent: Monday, June 25, 2012 2:47 PM
To: Scott, Georgette
Subject: The Hammocks at Port Swansboro
Ms. Scott,
I was referred to you by Cameron weaver and Janet weaver. I currently live
in The Hammocks and am a homeowner here. The HOA is going through a
turnover and we are trying to gather information pertaining to the
stormwater Retention System here in the Hammocks. Everything is under the
permit numberSw8 061001. what we are inquiring about is wether the
stormwater system is as it should be and Ms. Russell could not find where
the existing system is a "certified and signed off on System". I know per
the community plans that there was supposed to be a underground system and
the builder has stayed that he does not havve to do this at this time.
with a turnover of the HOA, which has been paying for this system, will he
have to complete this and will he have to have or does he have
certification. There is also a small pond size hole at the main entrance
that may or may not be for erosion control. If the roads are in and
established can this be filled in? At this time the builder has stated in
meeting of the HOA that there are no plans to continue building in the
immediate or distant future.
I hope that you can help me with this information.
Please email any answers that you can provide or call me at 910 381 7806.
Thank you in advance for anything that you can do to help us with in this
endeavor.

sincerely
Cindy Ross

Casmer, Jo
From: Casmer, Jo
Sent: Thursday, May 26, 2011 3:10 PM
To: 'W. Keith Walsh'
Subject: RE': File Review Request - Follow up
I am assuming this file is where it should be in the file room, however I cannot get access to the room right now as there
is another division using it {we have rolling files). As soon as I can get my hands on the file, I will be back in touch with
you. This is the procedure: I will schedule an appointment for you to come in and review the file. You will check in with
the receptionist, she will put you at a table near a copy machine and give you the file. You can copy anything that you
need out of it. First 25 copies are free, then there is a nominal charge after that.
Should you require copies of the site plans, you will not be able to make these onsite. As my time allows, I have to take
the plans offsite and have the copies made for you. Once I have done so, I will let you know they are available to pick up
and you will need to reimburse us whatever the cost is we are charged.
I'll be back in touch once I get my hands on the file and we will get you scheduled. 00
/o casmer b O
Administrative Assistant IV
NC Dept. of Environment & Natural Resources f
Division of Water Quality-Surrace Water Protection Section
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Please note email addmss has dranged.
ftnefl ca maspon t*nae to and from this address may be subW to the North Carolina Public Records Law and may be dbdosed to third
parties.
From: W. Keith Walsh [mailtio:keithwalsh bizec.rr.com]
Sent: Thursday, May 26, 2011 12:18 PM
To: Casmer, Jo
Subject: Re: File Review Request - Follow up
No problem. When can I come to see you? I have an unusual circumstance.
-- Original Message ----
From: Casmer, Jo
To: keithwalshD-bizee.rr.com
Cc: Hammers, Anuela
Sent: Thursday, May 26, 2011 11:56 AM
Subject: File Review Request - Follow up
Please disregard my previous email. 1 saw the referenced permit number and thought that was the file you
wanted to see. Angel tells me it is actually a stormwater permit you needed so that would be something I
would help you with. My apologies.
/o clZsmer
Administrative Assistant IV
NC Dept. of Environment & Natural Resources
Division of Water Quality -Surface Water Protection Section
127 Cardinal Drive Extension

. .x
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Please note email addrnss has diangcad.
Email comesponnfence to and from this address may be subvert to the North Carolina Public Records Law and may be disdosed to thhd
parties

VA2m lM602057
0 LIMITED LIABILITY COMPANY
SOSID: 0838007
Date Filed: 3/17/20119:39:00 AM
Elaine F. Marshall
North Carolina Secretary of State
CA201107602057
ANNUAL REP
NAME OF LIMITED LIABILITY COMPANY: The Hammocks at Port Swansboro, LLC
SECRETARY OF STATE ID NUMBER: 0838007 STATE OF FORMATION: NC
REPORT FOR THE YEAR: 2011
SECTION A: REGISTERED AGENTS INFORMATION
1. NAME OF REGISTERED AGENT: Anthony C Rigsbee
2. SIGNATURE OF THE NEW REGISTERED AGENT:
FIN9,011coUssOnty
Changes
SIGNATURE CONSTITUTES CON8ENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS & COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
18 Schooner Drive
Swansboro, NC 28584 Onslow
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Builder
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
18 Schooner Drive
SwansboM NC 28584 Onslow
18 Schooner Drive
Swansboro, NC 28S84
3. PRINCIPAL OFFICE EMAIL:
5. PRINCIPAL OFFICE MAILING ADDRESS
18 Schooner Drive
Swansboro, NC 28584
SECTION C: MANAGERS MEMBERS / ORGANJRRS (Enter additional Managers / Members / Organizers in Section E.)
NAME: Anthony Craig Rigsbee NAME: Estes Rigsbee
TITLE: Manager
TITLE: Member
NAME:
TITLE:
ADDRESS: ADDRESS: / l/ADDRESS:
.-28�twlh t�
Swansboro, NC 28584 Raleigh, NC 27603
SECTION D: CERTIF O OF ANNUAL REPOPA. Section D must be completed in its entirety by a person / business entity.
IGNA RE DATE
Forth must be signed by a Menag ! Meru Nsted Sect C of tlde rpm.
ANTHONY CRAIG RIGSSEE
Print or Type Name of Manager I Member
MANAGER
THIS ENTITY DOES NOT QUALIFY FOR THE 2011 ANNUAL REPORT FILING FEE EXEMPTION GRANTED UNDER SL2010.31
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MAIL TO: Secretary of State. Corporations Division. Post Office Box 29525. Raleigh, NC 27626-0525
TITLE