SW8061113_COMPLIANCE_20150327

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW eo� ���J
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
INCOMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

Compliance Inspection Report
Permit SW8061113 Effective 02/01/07 Expiration 05/02/20
Project North River Club Section Two
Owner Guide Group LLC
County Carteret Adress 169 Taylor Farm Rd
Region Wilmington
City/State/Zip Beaufort NC 28516
Contact Person Matthew Tappero Title Phone
Directions to Project
Continue north along NC 101 from the intersection with US 70 for approx 2 5 miles Turn right onto Taylor Farm Road & travel
east for approx 0 5 mile
Type of Project State Stormwater - HD - Other State Stormwater - LD - Curb and Gutter
Drain Areas 1 - (Newby Creek) (03-05 04) ( SA HOW)
2 - (North River) (03-05-04) ( S&HQW)
On -Site Representative(s)
Related Permits
SW8050543 Guide Group LLC - North River Club Master Plan and Golf Course
SWBO51107 Guide Group LLC - North River Club Section One
Inspection Date 03/27/2015 Entry Time 11 OOAM Exit Time 01 00PM
Primary Inspector Kelly Johnson Phone [phone]
Secondary Inspector(s)
Brian P Lambe
Reason for Inspection Routine
Permit Inspection Type State Stormwater
Facility Status ❑ Compliant Not Compliant
Question Areas
0 State Stormwater
(See attachment summary)
Inspection Type Transfer Renewal
page 1

Permit SW8061113 Owner Project Guide Group Ll
Inspection late 03/2712015 Inspection Type Transfer Renewal Reason for Visit Routine
File Review Yes No NA NE
Is the permit active? 0 ❑ ❑ ❑
Signed copy of the Engineer s coriification is in the fiie? ❑0 ❑ ❑
Signed copy of the Operation & Maintenance Agreement is in the file? ❑ ❑ ❑
Copy of the recorded deed restrictions is in the file? ❑ 0 ❑ ❑
Comment Certification Needed
Deed Restrictions Please submit a co>yy of the recorded deed restrictions
Built Upon Area
�Is
Yes
No NA NE
the site BUA constructed as per the permit and approval plans?
N
❑ ❑ ❑
Is the drainage area as per the permit and approved plans?
E
❑ ❑ []
Is the BUA (as permitted) graded such that the runoff drains to the system?
E
❑ ❑ ❑
Comment
SW Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? 0 ❑ ❑ ❑
Are the inlets located per the approved plans? 0 ❑ ❑ []
Are the outlet structures located per the approved plans? N ❑ ❑ ❑
Comment
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? 0 ❑ ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to ■ ❑ ❑ ❑
l upon request?
Comment
page 2

Pat McCrory
Governor
March 30, 2015
NCDENR
North Carolina Department of Environment and Natural Resources
Donald van der Vaart
Secretary
Mr Casey Pennell, Project Manager (Proposed Permittee)
Beaufort Club Group, LLC
PO Box 17566
Raleigh, NC 27619
Mr Brett Michaud, Manager (Current Permittee)
The Guide Group, LLC
PO Box 837
Beaufort, NC 28516-0837
Subject Notice of Inspection - Not Compliant
North River Club Stormwater Permits
State Stormwater Management Permit Numbers SW8 050543, SW8 070207, SW8 051107,
SW8 061113, SW8 080718
Carteret County
Dear Gentlemen
On January 30, 2015 the Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (DEMLR)
received a request to transfer the five State Stormwater Permits for the North River Club listed below These permits are
currently issued to The Guide Group, LLC and are proposed to be transferred to the Beaufort Club Group, LLC
1 SW8 050543
North River Club Master Plan and Golf Course
2 SW8 070207
North River Club Golf Course Clubhouse Facility
3 SW8 051107
North River Club, Section 1
4 SW8 061113
North River Club, Section 2
5 SW8 080718
North River Club, Section 3
On March 27, 2015, Brian Lambe of DEMLR inspected the subject projects to determine the status of compliance The file
review and site inspection revealed that the site is not in compliance with the terms and conditions of this permit Please
find copies of the "Compliance Inspection Report" for each permit attached to this letter As indicated in the attached
inspection report, the following deficiencies must be resolved
Ownership The transfer form has been signed by the proposed permittee, but not by the current permittee
Please either
a Submit transfer forms signed by the current permittee, or
b Establish that the proposed permittee is the rightful permittee by submitting the appropriate
documentation per Session Law 2013-121
i The Department may transfer a permit without the consent of the permit holder to a successor -
owner of the property on which the permitted activity is occurring or will occur
1 The successor -owner of the property submits to the Department a written request for
the transfer of the permit
2 The Department finds all of the following
a The permit holder is one of the following
i A natural person who is deceased
ii A partnership, LLC, corporation, or any other business association
that has been dissolved
iir A person who has been lawfully and finally divested of title to the
property on which the permitted activity is occumng or will occur
iv A person who has sold the property on which the permitted activity is
occumng or will occur
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • (910) 796-72151 Fax [phone]

SW8 050543, SW8 070207, SW8 051107, SW8 061113, SW8 080718
March 30, 2015
b The successor -owner holds title to the property on which the permitted 1
activity is occurring or will occur
c The successor -owner is the sole claimant of the right to engage in the
permitted activity
d There will be no substantial change in the permitted activity
ii The permit holder shall comply with all terms and conditions of the permit until such time as the
permit is transferred
m The successor -owner shall comply with all terms and conditions of the permit once the permit
has been transferred
iv Notwithstanding changes to law made after the original issuance of the permit, the Department
may not impose new or different terms and conditions in the permit without the prior express
consent of the successor -owner
2 Signature Authority, Beaufort Club Group, LLC Casey Pernell has signed the transfer forms for the proposed
permittee, but he is not listed on the NC Secretary of State's Annual report as being a manager of the
organization Per 15A NCAC 02H 1003(e)(1) please either submit transfer forms signed by Mr Thomas A
Saieed, Jr or Lonnie C Poole Ili, or submit a letter from one of them which says that Mr Pemell can sign
permitting documents on his behalf
3 Deed Restrictions Please submit copies of the recorded deed restrictions that are required by the permits
4 Designer Certifications Please submit copies of the Designer Certifications that are required by the permits
a SW8 050543, Section II(9) A partial engineer's certification was completed on January 23, 2007
covering the seven ponds, but the drainage areas to those ponds was not competed at that time The
certification says that certification of the drainage areas will be developed and submitted as the drainage
areas are constructed
b SW8 070207, Section II(10) Certification needed
c SW8 051107, Section 11(10) Certification needed
d SW8 061113, Section II(7) Certification needed
e SW8 080718, Section 11(10) Certification needed
Site Inspection, Maintenance Needed
a SW8 050543 (Seven Ponds) Please ensure that the ponds are maintained per the enclosed
maintenance agreements For example, excessive plants have come up around the edges of some of
the pond and excessive aquatic vegetation has also grown in some of the ponds
b SW8 070207 (Drains offsite to SW8 050543) NIA
c SW8 051107 (Low density, a portion of the site drains offsite to SW8 050543) NIA
d SW8 061113 (Low density with curb outlet swales)
e SW8 080718 (Drams offsite to SW8 050543)
Please inform this Office in writing before April 30, 2015, of the specific actions that will be undertaken and the time frame
that will be required to correct the deficiencies Failure to provide the requested information, or to respond to this letter by
the due date, may initiate enforcement action including the assessment of civil penalties of up to $25,000 per day If a
written plan of action is not submitted to this office by April 30, 2015 then DEMLR staff will re -inspect the site and issue a
Notice of Violation if the listed deficiencies have not been addressed
If the property covered by this permit has been/will be sold or legally conveyed to another entity or if the permit holder has
changed its name and/or mailing address, or if the project name has been changed, it is your responsibility as the
permittee to submit a completed and signed Name/Ownership change form to DEMLR at least 30 calendar days prior to
making the changes These forms are available on our website at http Hportal ncdenr orglwebllrlstate-stormwater-
forms dots
If you have any questions, please contact me at the Wilmington Regional Office, telephone number (910)-796-7331 or via
email at kelly p fohnson@ncdenr gov
Page 2 of 3

SW8 050543, SW8 070207, SW8 051107, SW8 061113, SW8 080718
March 30, 2015
enc Compliance Inspection Report, SW8 050543
Compliance Inspection Report, SW8 070207
Compliance Inspection Report, SW8 051107
Compliance Inspection Report, SW8 061113
Compliance Inspection Report, SW8 080718
Operation and Maintenance Agreements, SW8 050543
n GDSlkpj %Stormwater Permits & Prolects120051050543 HD12015 03 CEI_deficient 050543
lb 111Stormwater\Permits & Pects120071070207 Offsite12015 03 CEI_deficient 070207
111StormwatehPermits & Prolects120051051107 Offsite12015 03 CEI_deficient 051107
111Stormwater Permits & Projects120061061113 LD12015 03 CEI_deficient 061113
111Stormwater\Permils & Projects120081080718 Offsite12015 03 CEI_deficient 080718
cc Georggette Scott, Wilmington Regional Office Stormwater Supervisor
WRO Stormwater File
Page 3 of 3

Compliance Inspection Report
Permit SW8050543 Effective 01/07/09 Expiration 05/02/20
Project North River Club Master Plan and Golf Course
Owner Guide Group LLC
County Carteret Adress 169 Taylor Farm Rd
Region Wilmington
City/State/Zip Beaufort NC 28516
Contact Person Matthew Tappero Title Phone
Directions to Protect
North along NC101 from int with US70 right onto Taylor Farm Road go east approx 112 mile
Type of Protect State Stormwater - HD Detention Pond
Drain Areas 1 - (North River) (03-05 04 ) ( SA HQW)
11 (Russell Creek) (03 05 03) (SA,HQW)
2 - (North River) (03-05 04) ( SA,HQW)
3 - (North River) (03-05 04) (SA,HQW)
4 - (North River) (03-05 04) ( SA,HQW)
5 - (Russell Creek) (03 05-03 ) ( SA,HQW)
9 - (Russell Creek) (03-05-03 ) (SA,HQW)
On -Site Representative(s)
Related Permits
State Stormwater - Low Density
SW8070207 Guide Group LLC - North River Club Golf Course Clubhouse Facility
SW8061113 Guide Group LLC - North River Club Section Two
SW8051107 Guide Group LLC - North River Club Section One
SW8080718 Guide Group LLC - North River Club Section Three
Inspection Date 03/2712015 Entry Time 11 OOAM Exit Time 01 OOPM
Primary Inspector Kelly Johnson
Secondary Inspector(s)
Reason for Inspection Routine
Permit Inspection Type State Stormwater
Facility Status ❑ Compliant 0 Not Compliant
Question Areas
■ State Stormwater
(See attachment summary)
Phone [phone]
Inspection Type Transfer Renewal
page 1

Permit SW8050543 owner Project Guide Group LLG
Inspection Date 03/27/2015 Inspection Typo Transfer Renewal Reason for Visit Routine
File Review Yes No NA NE
Is the permit active? ❑ ❑ ❑
Signed copy of the Engineer's certification is in the file? ❑0 ❑ ❑
Signed copy of the Operation & Maintenance Agreement is in the file? N ❑ ❑ ❑
Copy of the recorded deed restrictions is in the file? ❑0 ❑ ❑
Comment Certification _A partial certification is on file A final certification Is needed
Deed Restrictions Please submit a copy of the recorded restrictions
Built Upon Area Yes No NA NE
Is the site BUA constructed as per the permit and approval plans? ❑ ❑ ❑
Is the drainage area as per the permit and approved plans? ❑ ❑ ❑
Is the BUA (as permitted) graded such that the runoff drains to the system? ❑ ❑ ❑
Comment
5W Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? N ❑ ❑ ❑
Are the inlets located per the approved plans? E ❑ ❑ ❑
Are the outlet structures located per the approved plans? N ❑ ❑ ❑
Comment
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? ❑ ■ ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to ❑ ❑ ❑
DWQ upon request?
Comment Maintenance Is needed
page 2

Compliance Inspection Report
Permit SW8070207 Effective 03/14/07 Expiation
Project North River Club Golf Course Clubhouse Facility
Owner Guide Group LLC
County Carteret Adress 169 Taylor Farm Rd
Region Wilmington
City/State/Zip Beaufort NC 26516
Contact Person Matthew Tappero Title Phone
Directions to Project
Continue north along NC 101 from the intersection with US 70 for approx 2 5 miles Turn right onto Taylor Farms Road 8 travel
east for approx 0 5 miles
Type of Project State Stormwater - Off site
Drain Areas 1 - (Russell Creek) (03-05-03 ) ( SA,HQW)
2 -(Russell Creek) (03-05-03 ) ( SA,HQW)
3 - (Russell Creek) (03-05-03 ) (SA HQW)
On -Site Representative(s)
Related Permits
SW8050543 Guide Group LLC - North River Club Master Plan and Galt Course
Inspection Date 03/27/2015 Entry Time 11 OOAM Exit Time 01 OOPM
Primary Inspector Kelly Johnson
Secondary Inspector(s)
Brian P Lambe
Phone [phone]
Reason for Inspection Routine Inspection Type Transfer Renewal
Permit Inspection Type State Stormwater
Facility Status ❑ Compliant Not Compliant
Question Areas
State Stormwater
(See attachment summary)
page 1

Permit. SW8070207 Owner Project Guide Group LLC
Inspection Date 03/27/2015 Inspection Type Transfer Renewal Reason for Visit Routine
File Review Yes No NA NE
Is the permit active? 0 ❑ ❑ ❑
Signed copy of the Engineer's certification is in the file? ❑ 0 ❑ ❑
Signed copy of the Operation & Maintenance Agreement is in the file? M ❑ ❑ ❑
Copy of the recorded deed restrictions is in the file? ❑ ❑ ❑
Comment Cert,lfication needed per Setion 11(10) of the permit
Built U12on Area Yes No NA NE
Is the site BUA constructed as per the permit and approval plans? M ❑ ❑ ❑
Is the drainage area as per the permit and approved plans? M ❑ ❑ ❑
Is the BUA (as permitted) graded such that the runoff drains to the system? M ❑ ❑ ❑
Comment
SW Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? 0111313
Are the inlets located per the approved plans? 0 ❑ ❑ ❑
Are the outlet structures located per the approved plans? M 111111
Comment
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? ❑ ❑ 0 ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to ❑ ❑ ❑
OWQ upon request?
Comment Drains to BMPs germitted under SWS 05 543
page 2

Compliance Inspection Report
Permit SW8051107 Effective 06/12/06 Expiration 0B112120
Project North River Club Section One
Owner Guide Group LLC
County Carteret Adress 169 Taylor Farm Rd
Region Wilmington
City/State/Zip Beaufort NC 28516
Contact Person Matthew Tappero Title Phone
Directions to Project
Continue North along NC 101 from the intersection with US 70 for approx 2 112 miles Turn right onto Taylor Farms Road & travel
East for approx 112 mile
Type of Protect Stale Stormwater - HD Detention Pond State Stormwater - Low Density
Drain Areas 01 - (North Rover) (03-05 04) (SA HOW)
02 - (North River) (03-05-04) (SA HOW)
03 - (North River) (03-05-04) ( SA HOW)
04 - (North River) (03-05 04) ( SA HOW)
05 - (North River) (03-05 04) (SA,HOW)
06 - (North River) (03-05-04) ( SA HOW)
07 - (North River) (03-05-04) ( SA, HQW)
08 - (North River) (03-05 04) (SA HOW)
On -Site Representative(s)
Related Permits
SW8061113 Guide Group LLC - North River Club Section Two
SW8050543 Guide Group LLC - North River Club Master Plan and Golf Course
Inspection Date 03/27/2015 EntryTime 11 00AM Exit Time 01 OOPM
Primary Inspector Kelly Johnson
Secondary Inspector(s)
Brian P Lambe
Phone [phone]
Reason for Inspection Routine inspection Type Transfer Renewal
Permit Inspection Type State Stormwater
Facility Status ❑ Compliant 0 Not Compliant
Question Areas
State Stormwater
(See attachment summary)
page 1

Permit SW8051107 Owner Protect Guide Group LLC
Inspection Date 03/27/2015 Inspection Type Transfer Renewal Reason for Visit Routine
File Review Yes No NA NE
Is the permit active? 0 ❑ 1111
Signed copy of the Engineer's certification is in the file? ❑ ■ ❑ ❑
Signed copy of the Operation & Maintenance Agreement is in the file? ❑ ❑ N ❑
Copy of the recorded deed restrictions is in the file's ❑ N ❑ ❑
Comment Certification Needed
C&M Low density supplement did not have a separate O&M when this was originally Issued
Deed Restrictions _Please submit a copy of the recorded deed restrictions
_Built Upon Area Yes No NA NE
Is the site SUA constructed as per the permit and approval plans? 0 ❑ Cl ❑
Is the drainage area as per the permit and approved plans? ❑ Cl ❑
Is the BUA (as permitted) graded such that the runoff drains to the system? ❑ ❑ ❑
Comment
5W Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? E ❑ ❑ ❑
Are the inlets located per the approved plans? 0 ❑ ❑ ❑
Are the outlet structures located per the approved plans? ❑ ❑ ❑
Comment
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? 0 ❑ ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to 0 ❑ ❑ ❑
DWQ upon request?
Comment
page 2

Compliance Inspection Report
Permit SW8061113 Effective 02/01/07 Expiration 05/02/20
Project North River Club Section Two
Owner Guide Group LLC
County Carteret Actress 169 Taylor Farm Rd
Region Wilmington
City/State/Zip Beaufort NC 28516
Contact Person Matthew Tappero Title Phone
Directions to Project
Continue north along NC 101 from the intersection with US 70 for approx 2 5 miles Turn right onto Taylor Farm Road & travel
east for approx 0 5 mile
Type of Project State Stormwater - HD Other State Stormwater - LD - Curb and Gutter
Drain Areas 1 -(Newby Creek) (03-05-04 ) ( SA,HOW)
2 - (North River) (03-05-04 ) (SA HOW)
On -Site Representative(s)
Related Permits
SW8050543 Guide Group LLC North Rwer Club Master Plan and Golf Course
SW8051107 Guide Group LLC !North River Club Section One
Inspection Date 03/27/2015 Entry Time 11 OOAM Exit Time 01 00PM
Primary Inspector Kelly Johnson Phone [phone]
Secondary Inspector(s)
Brian P Lambe
Reason for Inspection Routine
Permit Inspection Type State Slormwater
Facility Status ❑ Compliant Not Compliant
Question Areas
State Stormwater
(See attachment summary)
Inspection Type Transfer Renewal
page 1

Permit SW6061113 owner Protect Guide Group LLC
Inspection Date 03/27/2015 Inspection Type Transfer Renewal Reason for visit Routine
File Review Yes No NA NE
Is the permit active? N ❑ ❑ ❑
Signed copy of the Engineer's certification is in the file? ❑ 0 ❑ ❑
Signed copy of the Operation & Maintenance Agreement is in the file? 0 ❑ ❑ ❑
Copy of the recorded deed restrictions is in the file? ❑ N ❑ ❑
Comment Certification Needed
Deed Restrictions Please submit a copy of the recorded deed restrictions
Built Upon Area
Yes No NA NE
Is the site BUA constructed as per the permit and approval plans? ❑ ❑ ❑
Is the drainage area as per the permit and approved plans? ❑ ❑ ❑
Is the BUA (as permitted) graded such that the runoff drains to the system? ❑ ❑ ❑
Comment
SW Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? E ❑ ❑ ❑
Are the inlets located per the approved plans? N ❑ ❑ ❑
Are the outlet structures located per the approved plans? ❑ ❑ ❑
Comment
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? E ❑ ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to 0 ❑ ❑ ❑
DWO upon request?
Comment
page 2

Compliance Inspection Report
Permit SW8080718 Effective 08/08108 Expiration
Project North River Club Section Three
Owner Guide Group LLC
County Carteret Adress 169 Taylor Farm Rd
Region Wilmington
City/State/Zip Beaufort NC 28516
Contact Person Matthew Tappero Title Phone
Directions to Project
Continue north along US 70 from intersection with NC 101 for apx 2 5 miles, turn left onto North River Club Drive and travet east
to the traffic circle Turn right at the circle and continue north Section 3 is 700 feet on left
Type of Project State Stormwater - Off -site
Drain Areas 1 - (North River) (03-05-04) ( SA HQW)
On -Site Representative(s)
Related Permits
SW8050543 Guide Group LLC - North River Club Master Plan and Golf Course
Inspection Dale 03/27/2015 Entry Time 11 OOAM Exit Time 01 OOPM
Primary Inspector Kelly Johnson Phone [phone]
Secondary Inspector(s)
Brian P Lambe
Reason for inspection Routine
Permit Inspection Type State Stormwater
Facility Status ❑ Compliant 0 Not Compliant
Question Areas
State Stormwater
(See attachment summary)
Inspection Type Transfer Renewal
page 1

Permit SW8080718 owner Project Guide Group LLC
Inspection Date 03/27/2015 Inspection Type Transfer Renewal Reason for Visit Routine
File Review Yes No NA NE
Is the permit activer) 0 ❑ ❑ ❑
Signed copy of the Engineer's certification is in the file'? ❑0 ❑ ❑
Signed copy of the Operation & Maintenance Agreement is in the file'? ❑ ❑ ❑
Copy of the recorded deed restrictions is in the file? ❑ E Cl ❑
Comment Certification needed
Deed_ restncltonsneeded
Built Upon Area Yes No NA NE
Is the site BUA constructed as per the permit and approval plans"7 N ❑ ❑ ❑
Is the drainage area as per the permit and approved plans 0 ❑ ❑ ❑
Is the BUA (as permitted) graded such that the runoff drains to the system? 0 1111 ❑
Comment
SW Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? ❑ ❑ ❑
Are the inlets located per the approved plans? ❑ ❑ ❑
Are the outlet structures located per the approved plans? ❑ ❑ ❑
Comment
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements'? 0 ❑ ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to ❑ ❑ ❑
DWQ upon request?
Comment
page 2

POND I
Permit No 5W O OS054- 3
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
Thu form may be photocopied for use as an onginal
DWQ Stormwater Management Plan Review-
A complete storrnwater management plan submittal includes an application form, a wet detention basin supplement
for each basin, design calculations, and plans and specifications showing all basin and outletstructure detwls
I. PROJECT INFORMATION
Project Name NORTH RIVER CLUB
Contact Person MICHAEL J MORWAY Phone Number: (252 ) 441-2113
For projects with multiple basins, specify which basin this worksheet applies to SWMP # 1 _
elevations
Basm Bottom Elevation
-4 5
ft
Permanent Pool Elevation
20 .ft
Temporary Pool Elevation
_ 3.5
ft
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 28,344 _ sq ft. (water surface area at the orifice elevation)
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SAJDA
Diameter of Orifice
Design Rainfall
Design TS S Removal 2
Form SWU-102 Rev 3 99
18 73 ac (on -site and off -site drainage to the basin)
5 26 ac (on -site and off site drainage to the basin)
67,407 cu ft (combined volume of main basin and forebay)
51,299 _ cu. ft. (volume detained above the permanent pool}
12,989_ cu ft (approximately 20'0 of total volume)
33 (surface area to drainage area ratio from DWQ table)
225 M. (2 to S day temporary pool draw -down required)
10 in.
90.0 % (minimum 85% required)
Page 1 of 4

POND 1
Footnotes
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Lineal interpolation should be emplo} ed to determine the correct value for
nonstandard table entries
In the 20 coastal counties, the i equirement for a vegetative filter ma) be waived if the wet detention basin is designed to provide
90% TSS removal The NCDENR 13W manual provides design tables for both 85%TSS removal and 90%TSS removal
H. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N C Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section 15 A NCAC 2H 1008
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below If a requirement has not been met, attach justification.
Applicants Initials
!''�t-N a The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet)
M'Srl'\ b The forebay volume is approximately equal to 20% of the basin volume
_ tn^ c The temporary pool controls runoff from the design storm event
M_ St d The temporary pool draws down in 2 to 5 days
e If required, a 30-foot vegetative filter 1s provided at the outlet (include non -erosive flow
calculations)
MSS f The basin length to width ratio is greater than 3 1
Kr4^ g The basin side slopes above the permanent pool are no steeper than 3 1
MI^ h A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
_ KS}1 i Vegetative cover above the permanent pool elevation is specified
t St-\ l A trash rack or similar device is provided for both the overflow and onfice
t� k A recorded drainage easement is provided for each basin including access to nearest right-
of-way
1 If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin
m A mechanism is specified which will drain the basin for maintenance or an emergency
M. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided
This system (check one) 0 does I does not incorporate a vegetated filter at the outlet. This
system (check one) 0 does U does not incorporate pretreatment other than a forebay.
Maintenance activities shall be performed as follows
Form SWU-102 Rev 3 99 Page 2 of

pND 1
l After every significant runoff producmg rainfall event and at least monthly
a Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition
b Check and clear the onfice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2 Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed
3. Inspect and repair the collection system (i,e catch basins, piping, swales, nprap, etc ) quarterly to maintain
proper functioning
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is reduced
to 75% of the original design depth (see diagram below) Removed sediment shall be disposed of in an
appropriate manner and shall be handled to a manner that will not adversely impact water quality (i e
stockpiling near a wet detention basin or stream, etc )
5
M
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments
When the permanent pool depth reads 4 8 feet in the main pond, the sediment shall be removed
When the permanent pool depth reads 30 feet in the forebay, the sediment shall be removed
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation S - a
Sediment Re oval El0
Sediment Removal Elevation 75%
Bottom Ele atton' %--------------------------. --------�-__ ._ __a _
Bottom Elevation — f25%
FORERAY MAIN POND
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface These plants
shall be encouraged to grow along the vegetated shelf and forebay berm
If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimizes to the maximum extent practical
c All components of the wet detention basin system shall be maintained in good working order
Form SWU-102 Rev 3 99 Page 3 of

PQND 7
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above I agree to notify DWQ of any problems with the system or pnor to any
changes to the system or responsible party
Print name
Title
Addre
Phone
Signal
Date z-Vz 3 o
(Alm Pafl
Note The legally responsible party should not be a homeowners association unless more than 50% of the lots
have been sold and a resident of the subdivision has been named the president
T, 6 UA ZaAL a Notary Public for the State of /U L County
of P -1w ! lucK _ , do hereby certify that --1►11477 f _1A�PP D _ personally
appeared before me this day of o?3 Ivpf/� and acknowledge the due execution of the forgoing
wet detention basin maintenance requirements Witness my hand and official seal,
�,•s*rrrrrurrn����. �
. Q.
Co
��rir�rirrrsp
SEAL
My commission expires FM "'9' "rV
Form SWU-102 Rev 3 99 Page 4 of 4

POND 2
PemutNo —'-YO 0050543
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This farm may be photocopied for use as an ongmal
DWQ Storrnmg1g Management Plan Review
A complete stormwater management plan submittal includes an application form, a wet detention basin supplement
for each basin, design calculations, and plans and spec,fications showing all basin and outlet structure details
L PROJECT INFORMATION
Project Name NORTH RIVER CLUB
Contact Person- MICHAEL J MORWAY _ _ Phone Number: (_252 ) 441-2113
For projects with multiple basins, specify which basin this worksheet applies to SWAT # 2
elevations
Basin Bottom Elevation
-3 5 ft
Permanent Pool Elevation
40 ft
Temporary Pool Elevation
55 ft
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area _ 19 778 sq ft (water surface area at the orifice elevation)
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
I
SA/DA
Diameter of Onfice
Design Rainfall
Design TSS Removal'
Form SWU-102 Rev 3 99
836 ac
395 ac
53,110
cu ft
36,069
cu ft
--- -1-0,845
cu. ft
53
175
1.0^
900
in
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(approximately 20% of total volume)
(surface area to drainage area ratio from DWQ table)
(2 to 5 day temporary pool draw -down required)
% (minimum 85% required)
Page f of 4

POND 2
Footnotes
When using the Division SA/:)A tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth Lmear interpolation should be employ ed to determine the conect value for
nonstandai d table enures
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal The N®ENR BW manual provides design tables for both 85% TSS removal and 90% TSS removal
U. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N C Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section 15 A NCAC 2H 1008
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below If a requirement has not been met, attach justification
Applicants Initials
t ^_ __ a The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet)
MSM b The forebay volume is approximately equal to 201/6 of the basin volume
MSr^ c The temporary pool controls runoff from the design storm event
'S d The temporary pool draws down in 2 to 5 days
N e If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f The basin length to width ratio is greater than 3 1
g The basin side slopes above the permanent pool are no steeper than 3 1
KSh A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
fA5 1- _ t Vegetative cover above the permanent pool elevation is specified
KT j N J A trash rack or similar device is provided for both the overflow and onfice
k A recorded drainage easement is provided for each basin including access to nearest right-
of-way
1 If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin
m A mechanism is specified which will drain the basin for maintenance or an emergency
M. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided
This system (check one) 0 does 6 does not incorporate a vegetated filter at the outlet. This
system (check one) / does Q does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3 99 Page 2 of 4

POND 2
Maintenance activities shall be performed as follows
After every significant runoff producing rainfall event and at least monthly
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition
b Check and clear the onfice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed
2 Repair eroded areas immediately; re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed
3 Inspect and repair the collection system (i a catch basins, piping, swales, nprap, etc ) quarterly to maintain
proper functioning
4 Remove accumulated sediment from the wet detention basin system semi-annually or when depth is reduced
to 75% of the original design depth (see diagram below) Removed sediment shall be disposed of in an
appropriate manner and shall be handled in a manner that will not adversely impact water quality (i e
stockpiling near a wet detention basin or stream, etc )
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments
When the permanent pool depth reads 56 feet in the main pond, the sediment shall be removed
When the permanent pool depth reads 3 7 feet in the forebay, the sediment shall be removed
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation +4.0
Sedan ent R oval El 75 0
Sechment Removal Elevation 75%
BottomEla anon %------ -----------------..________-, _.._-.. _..__..
Bottom Elevation - 3, 5' 25% /
FOREBAY MAIN POND
5 Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface These plants
shall be encouraged to grow along the vegetated shelf and forebay berm
6 If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency dram shall be nunimized to the maximum extent practical
Form SWU-102 Rev 3 99 Page 3 of 4 `

POND 2
c All components of the wet detention basin system shall be maintained in good working order
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above I agree to notify DWQ of any problems with the system or prior to any
changes to the 4#AW
system or responsible party Pnnt name TAdpewo
Title _... 7A,4-AeA
.-_.�......__ - -
Address
Phone
S ignatu
Date l41 2 3X0 S
Note The legally responsible party should not be a homeowners association unless more than SO% of the lots
have been sold and a resident of the subdivision has been named the president
I, SAg
�I a Notary Public for the State of / 7;V--_(,L14A, County
of Q tTA9=K , do hereby certify that ('.l., _ �r.J p£ D -_ _ personally
appeared before me this day of &QIZ. c23 , =� and acknowledge the due execution of the forgoing
wet detention basin maintenance requirements Witness my hand and official seal,
SEAL
My commission expires
Rr,6J,
FoiTn SWU-102 Rev 3 99 Page 4 of 4

ONi7
Permit No -4:WF) 05054-3
(to be provided by DWo
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DW.Q-Stormwater Man, agement Plan Review
A complete stormwater management plan submittal includes an application form, a wet detention basin supplement
for each basin, design calculations, and plans and specifications showing all basin and outietstructure details.
I. PROJECT INFORMATION
Project Name NORTH RIVER CLUB
Contact Person, MICHAEL J MORWAY Phone Number 25 441-2113
For projects with multiple basins, specify which basin this worksheet applies to SWMP # 3
elevations
Basin Bottom Elevation
-0 5
ft
Permanent Pool Elevation
70
ft
Temporary Pool Elevation
7 5
fl
areas
Permanent Pool Surface Area
101,366
sq ft.
Drainage Area
2499
ac
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
t
SA/DA
Diameter of Orifice
5 12 ac
(floor ofthe basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
515,155 cu ft (combined volume of main basin and forebay)
52,153 cu. ft (volume detained above the permanent pool)
109,084 cu ft (approximately 20% of total volume)
15 (surface area to drainage area ratio from DWQ table)
3,00 _ in. (2 to 5 day temporary pool draw -down required)
Design Rainfall 10 in
Design TSS Removal 2 900 % (minimum 85% required)
Farm SWU-102 Rev 3 99 Page 1 of 4

POND 3
Footnotes
When usutg the Division SA/DA tables, the correct SA/DA ratio fox permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth Lineal interpolation should be emplo) ed to determine the con ect value for
nonstandard table entries
In the 20 coastal counties, the requirement for a vegetative filter ma) be waived if the wet detention basin is designed to provide
90% TSS removal The NCDENR BMP manual provides design tables for both 85% TSS removal and 90%TSS removal
H. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N C Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section 15 A NCAC 2H 1008
Initial in the space provided to indicate the following design requirements have been met and supportmg
documentation is attached If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below Ifi a requirement has not been met, attach justification.
Applicants Initials
? a The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet)
pksp` b The forebay volume is approximately equal to 20°10 of the basin volume
6,S6 c The temporary pool controls runoff from the design storm event
l r-\ d The temporary pool draws down in 2 to 5 days
N1n e If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
J�+SM f The basin length to width ratio is greater than 3 1
tl\ g The basin side slopes above the permanent pool are no steeper than 3 1
K'S h A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
i Vegetative cover above the permanent pool elevation is specified
j A trash rack or similar device is provided for both the overflow and orifice
k A recorded drainage easement is provided for each basin including access to nearest right-
of-way
1 If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin
K'sVN
m A mechanism is specified which will drain the basin for maintenance or an emergency
M. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided
This system (check one) 0 does 0 does not incorporate a vegetated filter at the outlet. This
system (check one) • does 0 does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3 99 Page 2 of 4

POND 3
Maintenance activities shall be performed as follows
After every significant runoff producing rainfall event and at least monthly
a Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition
b Check and clear the onfice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed
2 Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed
3 Inspect and repair the collection system (i a catch basins, piping, swales, riprap, etc ) quarterly to maintain
proper functioning
4 Remove accumulated sediment from the wet detention basin system semi-annually or when depth is reduced
to 75% of the original design depth (see diagram below) Removed sediment shall be disposed of in an
appropriate manner and shall be handled in a manner that will not adversely impact water quality (i e
stockpiling near a wet detention basin or stream, etc )
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments
When the permanent pool depth reads 57 feet in the main pond, the sediment shall be removed
When the permanent pool depth reads 5 7 feet in the forebay, the sediment shall be removed
BASIN DIAGRAM
(fill in the blanks)
© Perm anentPool Elevation • V
Sedimentltei oval El 75 °
__..,____-- �w - Sediment Removal Elevation t., 75°/fl
Bottom Ele ation —O- %
Bottom Elevation 25%
NOW, ce% O EIRI UE7
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface These plants
shall be encouraged to grow along the vegetated shelf and forebay berm
6 If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical
Foim SWU-102 Rev 3 99 Page 3 of 4

P_ QNp 3
c All components of the wet detention basin system shall be maintained in good working order
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party
Pant name 11 44fk4A..) Cry
Title T
Address
Phone
Signatu
Date3 _.._
Note The legally responsible party should not be a homeowners association unless more than 50% of the lots
have been sold and a resident of the subdivision has been named the president
a Notary Public for the State of 692gM , County
of C do hereby certify that m A-tT14W 7;MF Q personally
appeared before me this day of &v __ a 3 and acknowledge the due execution of the forgoing
wet detention basin maintenance requirements Witness my hand and official seal,
r T oo pTA, fig
*%�-V- -%
•r-
• + r
r r
+ � r
+ Cop.
13 Is
++
SEAL
My commission expires A Q D U
�fJ
Form SWU-102 Rev 3 99 Page 4 of 4

POND 4
Pernut No _':31U e0 50 5 43
(to be provided by DWO
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This farm may be photocopied for use as an original
DWO Stormwater Management Plan Review
A complete stormwater management plan submittal includes an application form, a wet detention basin supplement
for each basin, design calculations, and plans and specifications showing all basin and outletstructure details
I. PROJECT INFORMATION
Project Name NORTH RIVER CLUB
Contact Person MICHAEL J MORWAY Phone Number (252 ) 441-2113
For projects with multiple basins, specify which basin this worksheet applies to SWMP # 4
elevations
Basin Bottom Elevation -1 5 _ ft (floor of the basin)
Permanent Pool Elevation 60 ft (elevation of the orifice)
Temporary Pool Elevation 76 ft (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 28,892_ _ sq ft (water surface area at the orifice elevation)
Drainage Area 1580 ac (on -site and off -site drainage to the basin)
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
i
SA/DA
Diameter of Orifice
Design RamWl
Design TSS Removal 2
Form SWU-102 Rev 3 99
654 ac. (on -site and off -site drainage to the basin)
109,382 cu ft (combined volume of main basin and forebay)
50,427 �_cu ft (volume detained above the permanent pool)
21,524 cu. ft (approximately 20% of total volume)
4.1
225
10
900
(surface area to drainage area ratio from DWQ table)
in (2 to 5 day temporary pool draw -down required)
in
% (minimum 85% required)
Page 1 of 4

POND 4
Footnotes
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth Linear interpolation should be employed to determine the correct value for
nonstandard table entries
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal The NCDENR BW manual provides design tables for both 85% TSS removal and 90% TSS removal
H. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section 15 A NCAC 2H 1008
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below If a requirement has not been met, attach justification.
Applicants Initials
ail T a The permanent pool depth is between 3 and 6 feet (required mimmum of 3 feet).
b, The forebay volume is approximately equal to 20% of the basin volume
M c The temporary pool controls runoff from the design storm event
d The temporary pool draws down in 2 to 5 days
e if required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f The basin length to width ratio is greater than 3 1
g The basin side slopes above the permanent pool are no steeper than 3 1
INt h A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
i Vegetative cover above the permanent pool elevation is specified
►MSS J A trash rack or similar device is provided for both the overflow and onfice
k A recorded drainage easement is provided for each basin including access to nearest right-
of-way
1 If the basin is used for sediment acid erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin
m A mechanism is specified which will dram the basin for maintenance or an emergency
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided
This system (check one) 0 does i does not incorporate a vegetated filter at the outlet. This
system (check one) 0 does • does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3 99 Page 2 of 4

PQ M 4
Maintenance activities shall be performed as follows,
After every significant runoff producing rainfall event and at least monthly
a Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition
b Check and clear the onfice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed
2 Repair eroded areas immediately, re -seed as necessary to maintam good vegetative cover, mow vegetative
cover to maintain a maximum height of six itches, and remove trash as needed
3 Inspect and repair the collection system (i a catch basins, piping, swales, nprap, etc ) quarterly to maintain
proper functioning
4 Remove accumulated sediment from the wet detention basin system semi-annually or when depth is reduced
to 75% of the original design depth (see diagram below) Removed sediment shall be disposed of in an
appropriate manner and shall be handled to a manner that will not adversely impact water quality (1 e
stockpiling near a wet detention basin or stream, etc )
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments
When the permanent pool depth reads 5 6 feet in the main pond, the sediment shall be removed
When the permanent pool depth reads 5 2 feet in the forebay, the sediment shall be removed
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 6,0
meatjEa;b;o;n
l El 0, U 75 o O,� 7S%
------ Sediment Removal Elevation
Bottrn— l„o °N0------------------------5--------- ----
Bottom Elevation -'1► 25%
lF'OREBAY
MAINPOND
5 Remove cattails and other m(hgenous wetland plants when they cover 50% of the basin surface These plants
shall be encouraged to grow along the vegetated shelf and forebay berm
6 If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical
Form SW J-102 Rev 3 99 Page 3 of 4

POND 4
s c All components of the wet detention basin system shall be maintained in good working order
f acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party
Print name: Matthew Tappero_
Title Mann T
Address PO Box 147 Harbinger, NC 27941
Phone ZQ491-2466
Signature
Date `f-/ !a
Note The legally responsible party should not be a homeowners association unless more than 50% of the lots
have been sold and a resident of the subdivision has been named the president
I, a Notary Public for the State of �f �o-c't ��rolwu , County
of - J1 xe�_ , do he eby certify that personally
appeared before me this day of 7oot: , and acknowledge the due execution of the forgoing
wet detention basin maintenance requirements Witness my hand and official seal,
L/b• AY
'OFF+C L SEAL -
Notary public, North Campo
County of Dare
Petrlcle M Gray
Mq Comnu"W Expires 7.1 ?pD�
SEAL
My commission expires 07- 4-Veoo,b
Form S WU- t 02 Rev 3 99 Page 4 of 4

r
PDNDS
Permit No _SW PS0543
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopwd for use as an original
DWQ Stormwater Management Plan Review
A complete stormwater management plan submittal includes an application form, a wet detention basin supplement
for each basin, design calculations, and plans and specifications showing all basin and outletstructure details
L PROJECT INFORMATION
Project Name NORTH RIVER CLUB
Contact Person MICHAEL J MORWAY Phone Number ( 252 )441-2113
For projects with multiple basins, specify which basin this worksheet applies to SWMP ## 5
elevations
Basin Bottom Elevation
00
ft
Permanent Pool Elevation
67
ft
Temporary Pool Elevation
82
ft
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 15,158 sq ft (water surface area at the orifice elevation)
Drainage Area 592 ac (on -site and off -site drainage to the basin)
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DAI
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
Form SWU-102 Rev 3 99
3 10 ac (on -site and off -site drainage to the basin)
32,814 cu ft (combined volume of main basin and forebay)
28,445 cu ft (volume detained above the permanent pool)
_ 6 209 cu ft (approximately 20% of total volume)
59 (surface area to drainage area ratio from DWQ table)
150 in (2 to S day temporary pool draw -down required)
10 in
900 % (minimum 85% required)
Page 1 of 4

POND 5'
Footnotes
When using the Division SAIDA tables, the correct SAMA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth Linear interpolation should be employed to determine the correct value for
nonstandard table entries
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal
IL REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N C Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section 15 A NCAC 2H 1008
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below If a requirement has not been met, attach justification.
Applicants Initials
Mn a The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet)
Mft b The forebay volume is approximately equal to 20% of the basin volume
Mnc The temporary pool controls runoff from the design storm event
tSSV1 d The temporary pool draws down in 2 to 5 days
11M� e If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f The basin length to width ratio is greater than 3 1
g The basin side slopes above the permanent pool are no steeper than 3 1
h, A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
i Vegetative cover above the permanent pool elevation is specified
3 A trash rack or similar device is provided for both the overflow and onfice
k A recorded drainage easement is provided for each basin including access to nearest right-
of-way
1 If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basm.
m A mechanism is specified which will drain the basin for maintenance or an emergency
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided
This system (check one) 0 does 0 does not incorporate a vegetated filter at the outlet. This
system (Check one) 0 does 9 does not incorporate pretreatment other than a forebay.
Farm SWU-102 Rev 3 99 Page 2 of 4

,POND 5
Maintenance activities shall be performed as follows
After every significant runoff producing rainfall event and at least monthly
a Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition
b Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed
2 Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed
3 Inspect and repair the collection system (n a catch basins, piping, swales, nprap, etc ) quarterly to maintain
proper functioning
4 Remove accumulated sediment from the wet detention basin system serm-annually or when depth is reduced
to 75% of the original design depth (see diagram below) Removed sediment shall be disposed of in an
appropriate manner and shall be handled m a manner that will not adversely impact water quality (i e
stockpiling near a wet detention basin or stream, etc )
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments
When the permanent pool depth reads 5 0 1 feet in the main pond, the sediment shall be removed
When the permanent pool depth reads 35 feet in the forebay, the sediment shall be removed
BASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation 6.1
Sediment 81 E1 1 .� 75 0
-------------- - Sediment Removal Elevation l sr7 75%
Bottom arson Z. © %\ ---------------------------------------------
------
Bottom Elevation ©,r © 25%
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface These plants
shall be encouraged to grow along the vegetated shelf and forebay berm
d If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency dram shall be minimized to the maximum extent practical
Form SWU-102 Rev 3 99 Page 3 of 4

• POND'5
c All components of the wet detention basin system shall be maintained in good working order
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above I agree to notify DWQ of any problems with the system or pnor to any
changes to the system or responsible party
Print .name: Matthew Ta ro
Title: Manager
Address P4 Box 147, Harbinger, NC, 27941
Phone _ _ R5?4491-2466
Date 17`/ (d
Note The legally responsible party should not be a homeowners association unless more than 50% of the lots
have been sold and a resident of the subdivision has been named the president
a Notary Public for the State of County
of ��_�� , do hereby c rtify that -1ae�_ �D mac, personally
appeared before me this day of r' Icy _, and acknowledge the due execution of the forgoing
wet detention basin maintenance requirements Witness my hand and official seal,
07NOtery
"OFFICIAL SEAL, Public, North Car�diing
County of 08re
Paww M draM2"2M!!MT Upft I.4�.?0�6
My commission expires
SEAL
l / J�- &S6
Form SWU-102 Rev 3 99 Page 4 of 4

porrn 9,
Permit No 5(..i 8o5oS4.3
f
(to be provided by DWO
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an onginal
DWQ Stormwater Management Plan Review
A complete stormwater management plan submittal includes an application form, a wet detention basin supplement
for each basin, design calculations, and plans and specifications showing all basin and outlet structure details
I. PROJECT INFORMATION
Project Name NORTH RIVER CLUB
Contact Person MICHAEL J MORWAY Phone Number _252 ) 441-2113
For projects with multiple basins, specify which basin this worksheet applies to SVrW # 9
elevations
Basin Bottom Elevation
-2 0
ft
Permanent Pool Elevation
55
ft
Temporary Pool Elevation
7 1
ft
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area _ 100,713 sq ft (water surface area at the orifice elevation)
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
i
SAJDA
Diameter of Onfice
Design Rainfall
Design TSS Removal 2
Farm SWU-102 Rev 3 99
5010 ac (on -site and off -site drainage to the basin)
2309 ac (on -site and off -site drainage to the basin)
343,857 _ cu ft (combined volume of main basin and forebay)
191,041 cu R (volume detained above the permanent pool)
69,905 cu ft (approximately 20% of total volume)
46 (surface area to drainage area ratio from DWQ table)
450 in (2 to S day temporary pool draw -down required)
10 in
900 % (minimum 85% required)
Pagel of 4

POND 9 '
Ei otnotes
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth Lmear interpolation should be employed to determine the connect value for
nonstandard table entries
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal The NCDFNR $MP manual provides design tables for both 95% TSS removal and 90% TSS removal
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N C Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section 15 A NCAC 2H 1008
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached If the applicant has designated an agent to the Stormwater Management Permit
Application Form, the agent may initial below If a requirement has not been met, attach justification.
Applicants Initials
a The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet)
3 b The forebay volume is approximately equal to 20% of the basin volume
c The temporary pool controls runoff from the design storm event
tS
h d The temporary pool draws down in 2 to 5 days
'A�N e if required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f The basin length to width ratio is greater than 3 1
g The basin side slopes above the permanent pool are no steeper than 3 1
h A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
i Vegetative cover above the permanent pool elevation is specified
J A trash rack or similar device is provided for both the overflow and onfice
k A recorded drainage easement is provided for each basin including access to nearest right-
of-way
k�j) 1 If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin
)� m A mechanism is specified which will drain the basin for maintenance or an emergency
M. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basil, pretreatment including forebays and the
vegetated filter if one is provided
This system (check one) 0 does 0 does not incorporate a vegetated filter at the outlet. This
system (check one) 0 does 0 does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3 99 Page 2 of 4

POND 9 '
Maintenance activities shall be performed as follows
1. After every significant runoff producing rainfall event and at least monthly
a Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition
b Check and clear the onfice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed
2 Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed
3 Inspect and repair the collection system (i a catch basins, piping, swales, nprap, etc ) quarterly to maintain
proper functioning
4 Remove accumulated sediment from the wet detention basin system semi-annually or when depth is reduced
to 75% of the original design depth (see diagram below) Removed sediment shall be disposed of in an
appropriate manner and shall be handled in a manner that will not adversely impact water quality (i e
stockpiling near a wet detention basin or stream, etc )
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments
When the permanent pool depth reads 5 7 feet in the main pond, the sediment shall be removed
When the permanent pool depth reads 26 feet in the forebay, the sediment shall be removed
BASIN DIAGRAM
(fill to the blanks)
V. Permanent Pool Elevation
Se dun eMim
l E1 Z 75 0
_____________ _ Sediment Removal Elevation - 0 , 75%
Botttion �,o ��,--------------------------------------------
Bottom Elevation` 2 . 125%-%
FOREBAY MAIN POND
5 Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface These plants
shall be encouraged to grow along the vegetated shelf and forebay berm
6 if the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical
Form SWU-102 Rev 3 99 Page 3 of

pT ohm-g .
c All components of the wet detention basin system shall be maintained in good working order
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party
Print name_ Matthew Tappero _
Title Manager
Address PO Box 147, Harbinger, NC, 27941
Phone _ � 91-2466
Signature
L /
Date Io& 6
Note The legally responsible party should not be a homeowners association unless more than 50% of the lots
have been sold and a resident of the subdivision has been narned the president
I, ��s,,�, c,;;,,, r��T_, a Notary Public for the State of a � ` �, ,County
of- do hereby certify that �4&w) � ' Tn b r27 personally
appeared before me this day of , 2and acknowledge the due execution of the forgoing
wet detention basin maintenance requirements Witness my hand and official seal,
CIFR7CR
SEAL'
Notary, Publ C North �ratlna
County o f Dare
�... Patncia M Gra
Mr Commrsarorr �xp,rB9 7.14-20M
Mmu
My commission expires
Form SWU-IO2 Rev 3 99 Page 4 of 4

POND 11 Permit No SGV l8 0Sd 5 �15
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater.Management Plan Review_
A complete stormwater management plan submittal includes an application form, a wet detention basin supplement
for each basin, design calculations, and plans and specifications showing all basin and outletstructure details
I. PROJECT INFORMATION
Project Name NORTH RIVER CLUB
Contact Person MICHAEL J MORWAY_ . Phone Number (_252 ) 441-2.113
For projects with multiple basins, specify which basin this worksheet applies to SWMP #.11
elevations
Basin Bottom Elevation -0 5 ft (floor of the basin)
Permanent Pool Elevation 62 ft (elevation of the orifice)
Temporary Pool Elevation 75 ft (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 20,398 sq ft (water surface area at the orifice elevation)
Drainage Area 634 ac (on -site and off -site drainage to the basin)
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DAI
Diameter of Onfice
Design Rainfall
Design TSS Removal 2
Form SWU-102 Rev 3 99
404 ac (on -site and off -site drainage to the basin)
T 65,422 _ cu R (combined volume of main basin and forebay)
30,216 _ _ _ cu. ft (volume detained above the permanent pool)
11,288 _ ^cu ft (approximately 20•16 of total volume)
67 (surface area to drainage area ratio from DWQ table)
175 in (2 to 5 day temporary pool draw -down required)
1.0 in
900 % (minimum 85% required)
Page 1 of 4

POND l 1
Footnotes
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth Linear interpolation should be employed to determine the correct value for
nonstandard table entries
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal The NCDI NR BMP manual provides design tables for both 85% TSS removal and 900/a TSS removal
II. REQUIRED ITEMS CHECKLIST
The followmg checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section 15 A NCAC 2H 1008
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below If a requirement has not been met, attach justification.
Applicants Initials
a The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet)
b The forebay volume is approximately equal to 20% of the basin volume
WSr c The temporary pool controls runoff from the design storm event,
d The temporary pool draws down in 2 to 5 days
w N e If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f The basin length to width ratio is greater than 3 1.
JMSY1 g The basin side slopes above the permanent pool are no steeper than 3 1
b. A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
i. 'Vegetative cover above the permanent pool elevation is specified
I A trash rack or similar device is provided for both the overflow and orifice.
iJ k A recorded drainage easement is provided for each basin including access to nearest right-
of-way
_ 1 If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin
m A mechanism is specified which will drain the basin for maintenance or an emergency
M. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided
This system (check one) 0 does 0 does not incorporate a vegetated filter at the outlet. This
system (check one) 0 does 0 does not incorporate pretreatment other than a forebay.
Farm SWU-102 Rev 3 99 Pape 2 of 4

PONr> 11
N4aintenance activities shall be performed as follows
1. After every significant runoff producing rainfall event and at least monthly
a Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition
b Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed
3. Inspect and repair the collection system (i a catch banns, piping, swales, riprap, etc ) quarterly to maintain
proper functioning
4 Remove accumulated sediment from the wet detention basin system semi-annually or when depth is reduced
to 75% of the original design depth (see diagram below) Removed sediment shall be disposed of in an
appropriate manner and shall be handled in a manner that will not adversely impact water quality (i e
stockpiling near a wet detention basin or stream, etc )
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments
When the permanent pool depth reads 5.1 feet in the main pond, the sediment shall be removed
When the permanent pool depth reads 5 4 feet in the forebay, the sediment shall be removed
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 6.2
Sediment oval EL 75 o
------------- _ Sediment Removal Elevation 75%
BottomEle anon %--------------------------- ---------------- ------
Bottom Elevation 0. J25% %
FOREBAY MAIN POND
5 Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These plants
shall be encouraged to grow along the vegetated shelf and forebay berm
6 If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical
Form SWU-102 Rev 3 99 Page 3 of 4

POND 11
c All components of the wet detention basin system shall be maintained m good working order
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party
Print name: �Mattltew TgMero -
Title Ma.naaer
Address 7578 Caratoke HigbWU. Jarvisburg, NC 27947
Phone _ Q ;52-491-2466
Signature
�D
Date �3 1-7,10 6
Note The legally responsible party should not be a homeowners association unless more than 50% of the lots
have been sold and a resident of the subdivision has been named the president
a Notary Public for the State of , County
of r do he certify that - - �' j ' personally
appeared before me this day of a. MIN and acknowledge the due execution of the forgoing
wet detention basin maintenance requirements Witness my hared and official seal,
Q&'C-4"c' Xh - �&T
'OFFICIAL SEAL'
'~ Notary Public North Carolina
County of Dare
Patricia M Gray
`�-� hey Common Expires 7-14.20M
SEAL
My commission expires !1_ 1 q —Zda &
Form 5WU-102 Rev 3 99 Page 4 of 4

01/25/2007 04 12 9103502018 NCDENR PAGE 11
F18/15e 7005 36 26 2524410965 ALBEIVPLE & A�-,''UL rr,u6. till
\.! �
!^ INFILTRATION SITE VISIT REQUEST
Name of the Project �U16,.�.�
Location (attach a Gear vicinity map). p+ V 0
Smt addreM, SR nvM , C iMilJO NY etC
Directions from the nearest major intersection-
-
1 it '22MMOMI 211111 'S • UA a a I
A X_ _12 FT � ��� _1.d s �- 1�T�rrE* cFcTlo TPU4s•t 0S
Owner/Applicant Name LV I i
Consultant Name _M3--" M Q,F, ?, Y �' jr_ A ��S.LE
Consultant Contact Information k� - 2 l k� �1 2 Sx — a 6�
F'hane, far, email cic of lam,
#t „#2 ,#3,_ # #b #6 #7
EASting ground elev @basm/trench=
SHWT elev =
SHWT plus T (max bottom elev )=
F► ~/ ` e 'Q jl�
Dateii'lme of Sods Investigation i
Summe
G
X
All proposed lr 11ration areas and existing, acbve utility Imes located within she proposed basirinrench
must be marked and flagged If these areas are not !lagged, the Soils Scientist reserves the right to
dedine to do the investigation If the proposed Infiltration system will be louited in an area of existing
Pavement and there Is no open area nearby, egWprnent capable of breaklr�l through the impervious
layer must be provided The soils investigation does not take the place of a soils report prepared by
an appropriate professional The Soils Saentist will only veniy the soil conditions that are reported in
the Soils Report, and snake a determination as to the suitability d( the site to meet the iMIM-ation
design requirements under NCAC 2H 1000, and assurnes no liability should the system fall

`fin 01/2�y5/2007 04 12 9103502018 NCDAAENR PAGE 12
08/15,'2006 16 2� 2924410'�65 al ��L�AI'AY1 L n.L_ yr
-t,
7 lz
r;

01/25/2007 04 12 9103502018
NCDENR
FJc, /]5/211�6 16 2f, 2S2244�q'•lA9i-lk�,�y`� s tFlGxrl t ti ,- I1 PAGE 13
Ir
•��;kA4 '1Its I* -
el i
111 ` Ily4.- fiw`6 y� spy 'T,
1 51';*r �10 I■�/ y 1�•'jy': ! , II 4 �I
r'3:r,s'+o ' + rrr.l�, a :;tir r y
L` W
* U.
it b' 1
to
.�
ra J Y !XE•t .AIM, 1�n � 1`� � 'rty S Y O rR � pd o
R�rn� G p1, �J� y �.n�
.ppr• D T rdRn'7 V, ' Y �•^ Qy�, `wf f I.,y
Ir j�¢r��' aPt } w.r
f>'fm^a. w �1^��h(I.T - 3 0. '�lbi�ti �1 • ,
- � a �a
scn
Oro IwkrtsloRs�s'j
4nxor.lnos + ^O rl d N a 1 1 Ie �L
a
+l W ...• , 4.. ,.
� w u _� fh. �I,y u .�•
Ic � y 1 411 AMU i
RT r /� J
tl I
�, 1f � 7N � /i� `� , Irrt � �i � •
a
IF
` LIJ .\ a
s _a
Al
— f � � I ,• sr 1
ral+rre
1
1!, G
I y j
u� z.� �
.- ,q,X 7 y+ ` fir!► 4ipa4 b I y 4 f r ^ '...� ,i
. L
r
V o
h

01/25/2007 04 12 9103502018 NCDENR PAGE 14
'"W'
A�.Jlbearle
LTA].
DATE: August 23, 2=
TO: Vincent Lewis
FROM: Mike Monw*Y
RE: The North River Club — Section Two
CC: Guide Group
Cameron Weaver, NCDENR
Fite 7018eff (350)
Memorandum
l appreciate your time spent meeting with me to review Section Two of the North
River Club. During this meeting on Tuesday, August 22, 2003 (10 00 am — 12 15
pm) we reviewed eleven potential locations for infiltration basins within the project
limits for the protect Your findings indicated the depth of tle season high water
tables at the bore kCatrons as follows
81 (30-)
84 (30")
B7 (20') 010 (20-)
82 (30')
B5 (IS-)
B8 (17") B 11 (27")
83 (2s")
W (30")
B9 (261
It should be noted that significant preccprMion (urwffic+a(ly estimated to be one -
inch by Town personnel) occurred within the prior 24 hours of this investigation I
have attached drawings illustrating the approximate locations of these borings As
we discussed, we will survey the bore locabons and utilize exbding ground
elevations in conjunction with our findings above as the bads for the design of
infiltration areas if necessary If you feel that any of this information conflicts your
notes, please nottfy me immediately
3csdp �
voanN990 1ws� irr K1as tub NC 248
TQ*ham 2824Wi 2113 ,FAr 252-441-0908
zQ a9vd oossv T 3-WVWM-N 5966 tv z Z 8E L0 960r/bT/92

SCALE
c--Y 2 ; Ly
� ;/ o , -200 400 Boa
(IN IFM)
I•M �11C?]�uflf#!e � r� � i o �'•
INCH 400 FT
NORTH RIVER CLUB
SECTION TWO AND_ -
PARCEL H
BORE UDCATIONS
SHEET t w 4
SCALE. 1' a 4CVCZ
=
Ln
it
Q Wj
�
C Am— N w++..
Q T
ff I
rT
ch
el 11
Nq
17
UD
fq
ShE
L •
ET 4

v
in
V.
J
Ln
Ln
cn
r%i
r
WJ
Y�
-
\� : P.
10AP� WALE 00 NORTH RIVER CLUB
PQ SECTION TWO AND
PARCEL B
m ' _ '•' opyBORE LOCATIONS
N_ r y +j SKEET 2 OF 4
Y (IN FEET) � ; � swE t• — 2w
04 1 INCH a 200
H
�� LTDc
naMrr�nwYsc � ��
rarmtaw

08/24/2006 07,38 2524430965 ALBEMARLE & A55❑C PAGE 05
2 �
U
�
O
N
O
P r l N%.4w
r.b.&V I
ta•' i
a�w.w
rtw a
qr
11N mMd*�
O
r �
W
on
In5mo0
C7 C
Q w
• 40
�
IlI
1
I I ---, /r
Oft 1
4% aft
.t
a' � 1 j 1 •
r
LT 39Vd NN3C[ON 8TOZOSCOTG Zi VO LOOZ/sz/re

01/25/2007 04 12 910350201E
NCDENR PAGE 18
77
f � •
,
FAR
1
�N
� JA
� h
4t N
an -M"-j
Wv D i 66 U l 9000.f�Z/4� 6MP MS k� l04 L
9960TOOZGZ BE L9 99BZ/VZ/80

0112512007 04 12 9103502018 NCDENR PAGE 19
'"W' --
marle
& ASSOCIATES, LTD.
DATE: August 23, 2006
TO: Vincent Lewis
FROM. Mike Morway ' t^
RE: The North River Club — Section Two
CC: Guide Group
Cameron Weaver, NCDENR
File 701Soft (360)
Memorandum
I appreciate your time spent meeting with me to review Section Two of the North
River Club During this meeting on Tuesday, August 22, 2006 (10 00 am — 12 15
pm) we reviewed eleven potential locations for infiltration banns within the project
limits for the project Your findings indicated the depth of the season high water
tables at the bore locations as follows
B1 (30")
B4 (30")
B7 (200) B10 (20-)
82 (30')
85 (18")
B8 (17") B11 (27")
B3 (29')
86 (301
89 (26'
It should be noted that significant precipitation (unofficially estimated to be one -
inch by Town personnel) occurred within the prior 24 hours cF this investigation I
have attached drawings illustrating the approximate locations of these bpnngs As
we discussed, we will survey the bore locations and utilize existing ground
elevations in conjunction with our findings above as the basis for the design of
infiltration areas d necessary if you feel that any of this information conflicts your
notes, please notify me immediately
Englneering — Surveying .- Laird Planning
PO Box 3989, 115 W Saint C49rr St , Krll DoWt Hdis, NC 27948
Telephone [phone] Fax [phone]

a
v �
� pp
B2
—4_
a �J
f f • ;
� 4
N7
s
} �r
2�
6c
MAPM SCALE
60 100 200 400 NORTH RIVER CLUB
r` SECTION TWO AND
PARCEL B
° �' " T" BORE LOCATIONS
N LFa 3 SHEET 2 Of 4
1 INCH > 00h CUE t" Z00'
�} f (-I- !_
� cu► Leo
1isot"%Y o*ft nn.,mm"*aia
R0.pmsMo Fc pxn"l o a
xm— MR MG Zma .u�aer+s

D1/25/2697 64 12 9103502018
NCDENR PAGE 22
MO
z 2 d
V m0LL.
Li J
W �
C.}
�aLLI
C=
N
N
Wt/ t l 617 Q l 9006/TZ/2 15µP } MS-21DL\om I uoia,3Gr- -_jS L()/ l0i
A

State Stormwater Inspection Report
General
Project Name �J ��v� ��p - 4iC-Cio N a
PermitNo SW8 p(o 11 k 3
Expiration Date
Contact Person
Phone Number
Inspection Type
Inspection Date
Tune In
Time Out
Current Weather
Recent Rain (Date))
Ram — in
Location
Facility Address 1 Location
City
Zip
County
Lat ° ` "N
Long - ° ` "W
Permit Information
Rule Subject to (circle one) 1988 Coastal Rule 1995 Coastal Rule 2008 Coastal Rule Session Law 2006-246
Goose Creek High Quality CA)
Outstanding Resource Waters
Lo Density (circle one) High (HD) w (LD) )Z W I W Qg CrV7 LJ � N-<--5
Stormwater Best Management Practices (BMPs) (insert number of each)
Wet Ponds Infiltration Basins Infiltration Trenches LD Swales Stormwater Wetlands
Dry Ponds Bioretention Permeable Pavement Sand filters (circle one) Open Closed
Cistern Level Spreader/Fitter Strip Other (specify)
File Review
Yes -No NIA NIE
1 Is the permit active9
2 Signed Engineer's Certification on file9
3 Signed Operation and Maintenance agreement on file?
✓
4 Recorded Deed Restrictions on file
Site Visit_ Built then Area IRUA1
Yes No NIA NIE
5 BUA is constructed and consistent with the permit requirements?
✓
6 BUA aspermitted) is ffaded such that the runoff drams to the system? (high density onl
✓
7 Drainage area is consistent withpermit? i e no un ermitted drains a to the SW BMPs
8 Drainage area is stabilized? to reduce risk of sedimentation to the SW BMPs
Site Visit Stormwater BMPs
Yes No NIA NIE
9 Stormwater BMPs are located per the approvedplans?
/
10 Stormwater BMPs have dimensions _(eg length, width, area matching the approvedplans?
11 Stormwater BMPs are constructed er the approved plans9
Site Visit. Operation and Maintenance
Yes No NIA NIE
12 Access pouits to the site are clear and well maintained?
13 Trash has been removed as needed?
14 Excessive landscape debris ass clippings, leaves etc is controlled?
15 Stormwater BMPs being operated and maintained as per the permit requirements?
16 Inspection and Maintenance records are available for uts ection? (high density only, 1995 — present only)
Site Visit Other Permit Conditions Yes No NIA NIE
17 Is the site compliant with other conditions of thepermit?
Yes No NIA NIE
j 18 Is the site compliant with other water quality issues as noted during the inspection
State Stormwater Inspection Report, Version 3 0_3-09 Page I of

State Stormwater Inspection Report
of the pictures taken durnnq the site
Compliance Status ❑ Compliant
Letter Sent (circle one) Yes No Letter
Date Sent Re7,
Inspector Name and Signature
C
on -Compliant
aK Ew CI NOV NOVRE
ce Number
Othe
Date
State Stormwater Inspection Report Version 3 0 3-09 Page 2 of 2

Project Location Accepted Date 0 .
Paperwork Emaiied Engineer on: _
Supplement(s) (1 original per BMP) BMP Type(s)
F-1O&M with correct/onginaI signatures (1 original per BMP except LS/I FS and swales)
FIA pGcation with correct/original signatures Deed
Corp or LLC Sig Aurth per SoS or letterEmail Address Design Engineer
[D$505 (within 6mo) Email Address Owner
[]Soils Report with SHWT ��' Note to Reviewer:
Calculations (signed/sealed) S�jc.e PJ'4-.- J 0 U—�
�No obvious errors 6 7 0
Density includes common areas, etc �pr,.(-k_ G `�
®Deed Restrictions, if subdivided a Sr' f � C (L,b r
3 Ic-�
®Signed & Notarized a r f 3
Plans
2 Sets
Grading
ElVicrnity Map
Legend
Infiltration
Soils Report
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)
ElDA Maps ®Protect Boundaries
Wet Pond Offsite
Solls Report PE Cert for Master Lot #
SHWT Deed Rest for Master Clot # Matches Master
PP BUA Permitted (Master) sf
BUA Proposed (Offsite) sf
Proposed,

A�A
RCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
July 14, 2015
Mr Casey Pemell, Project Manager
Beaufort Club Group, LLC
PO Box 17566
Raleigh, NC 27619
Subject PROJECT RETURN
PROJECT RETURN
PROJECT RETURN
Carteret County
Dear Mr Pernell
Donald van der Vaart
Secretary
SW8 050543, North River Club Master Plan and Golf Course
SW8 061113, North River Section 2
SW8 080718, North River Section 3
A review of the Stormwater Management Permit Name/Ownership Change Applications for the subject protects above,
indicates that as of this date, information requested on June 2, 2015, has not been received I understand that additional
time is necessary to compile the required documentation for the permit to be transferred Once you have obtained the
necessary information, please resubmit the permit transfer applications
Timeline of Events
1 January30, 2015 Name/Ownership Change Requests Received
2 March 27, 2015 Site Inspection
3 March 30, 2015 Notice of Inspection and Request for Additional Information letter was mailed
4 May 5, 2015 Meeting in Wilmington to discuss the project
5 June 1, 2015 Additional information was received
6 June 2, 2015 Request for Additional Information was emarled, due June 19, 2015 [The two other North River
protects were transferred on this date, SW8 051107 (Section 1) and SW8 070207 (North River Clubhouse) ]
7 June 30-July 2, 2015 Reminder about the June 19, 2015 due date was emaded Follow up email discussion
resulting in an agreement to re -submit by July 15, 2015
8 July 14, 2015 There was a phone call between Kelly Johnson and Mike Morway, and the decision was made to
return the projects so that the remaining issues can be worked out
June 2, 2015 Request for Additional Information Originally sent via email
1 ) SW8 050543, North River Club Master Plan and Golf Course
a Common Area Deeds (7 ponds) You submitted BK14931PG108 which is a deed of trust from Beaufort
Club Group LLC to Cl Trustee, Inc Is this the deed for the 7 pondslcommon areas? If so, Beaufort Club
Group, LLC (the proposed permittee) doesn't own the common area? The proposed permrttee needs to
own the common areas Is there a more recent deed?
b Deed Restrictions You submitted BK11941PG267 with a post -it note on a page that appears to be the
restrictions for SW8 051107 Are the restrictions for SW8 050543 in this same document? If not, please
submit the SW8 050543 restnctions
c Pond Maintenance (excessive vegetation etc) Has this been completed?
2) SW8 080718 (Section 3) and SW8 061113 (Section 2) haven't been built, but restrictions have to be recorded
before lots are sold to families Have lots been sold? If so, please forward the deed restrictions If not, please
forward documentation that these sections have not been sold to families and we will issue the permit The
restrictions will lust have to be recorded before lots are sold
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • (910) 796-72151 Fax [phone]

SW8 050543, SW8 061113, and SW8 080718
July 14, 2015
May 5, 2015 Meeting Notes Originally sent via email
Meeting Summary The numbers correspond to the numbered items in my 3/30/15 letter
1 ) Ownership
a Foreclosure Please submit the letter from the owner stating that the current permittee (Guide
Group, LLC) was foreclosed on and that you have made an attempt to contact them but they cannot
be found
b Deeds Please submit common area deeds showing that the proposed permittee owns the common
area of the permits to be transferred
2 ) Signature Authority Please submit the signature authority letters
a SW9 070207 (Golf Clubhouse) Current transfer form is to Beaufort Club Group, LLC That will be
changed to The Golf Group, LLC Please submit the revised form
b Other Four Permits Will transfer to Beaufort Club Group, LLC
3) Deed Restrictions Please forward a copy of the restrictions
4 ) Designer Certifications
a SW8 050543 (Master) Partial certification for BMPs is in place Full certification cannot be done
yet because not built out
b SW8 070207 (Golf Clubhouse) Not ready to be certified because it is under construction
c SW8 051107 (Section 1) Built, but drams offsite to SW8 050543 which has a partial certification for
the BMP
d SW8 061113 (Section 2) Not built
e SW8 080718 (Section 3) Not built
5 ) Maintenance Maintenance has been scheduled
Upcoming Submittals
The Golf Clubhouse (SW8 070207) plans to shift BUA around and to also split into two permits There are two
potential paths forward for that which is TBD depending on your Financial and Schedule constraints which are still
under development
1 Option 1 If you decide that you want to build the "shifted BUA" fairly soon, then you could get a Plan
Revision through Express to show the new BUA configuration without an increase in BUA and without any
significant changes to drainage That is $500 in Express (Et is $0 in the regular program) If you decide to do
this, please contact Cameron Weaver (cc'd) ASAP to get on the schedule Then, you could come back in
later to modify SW8 070207 into two permits When you do that, you will need to submit a full application
package for SW8 070207 and a full application package for the new permit that will split off of SW8
070207 Both permits will continue to drain offsite as SW8 070207 does now
2 Option 2 If you decide not to shift BUA around in the near future, then you can skip the Plan Revision in #1
above and just submit the two full application packages as discussed above Under this scenano, you would
just show the shifted BUA as part of the modification
March 30, 2015 Notice of Inspection and Request for Additional Information Letter Attached
If you have any questions concerning this matter, please contact Kelly Johnson or me at [phone]
Sincerely,
nsc—�
eamcy vis, P E , Director
Division of Energy, Mineral and Land Resources
GDSlkpf 111Stormwater\Permits & Pro]ects120051050543 HD12015 07 return project 050543
111StormwaterlPermits & Pro]ects120061061113 LD12015 07 return —project 061113
%StormwaterlPermits & Projects120081080718 Offsite12015 07 return —project 080718
enc March 30, 2015 Inspection Letter
Transfer Forms for the Three Projects
cc Mike Morway, PE, Albemarle and Associates, LTD, PO Box 3989, Kill Devil Hills, NC 27948
Wilmington Regional Office SW8 050543
Wilmington Regional Office SW8 061113
Wilmington Regional Office SW8 080718
Page 2 of 2