SW8051128_HISTORICAL FILE_20130920 (3)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 051y2g
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
© HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2.013092.o
YYYYMMDD

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Stormwater Section
Tracy E. Davis,- PE,-CPM-- -
Director
September 20, 2013
Robert Masters, Vice President
St. James Development Co., I_I-C.
Post Office Box 10879
Southport, NC 28461
- - - — PafMcCr Governor -
John E. Skvarla, III, Secretary
Subject: Stormwater Permit No. SW8 051128
St. James Plantation — Bancroft Forest
Permit Correction
Brunswick County
Dear Mr. Masters:
The Wilmington Regional Office issued a High Density Stormwater Management for St.
James Plantation — Bancroft Forest, permit number SW8051128 dated September 6,
2013. It has come to our attention that the permit renewal date is incorrect. The issued
permit states a renewal date of September 6, 2023. The correct renewal date is
September 6, 2021.
Enclosed you will find the corrected page 2 of 8 for the previously referenced permit.
Please replace the previous issued page 2 of 8 with the updated section enclosed
herein. If you have any questions concerning this matter please feel free to call me at
[phone].
Sincerely,
C� 13c�' .
Chris Baker
Environmental Engineer II
GDS/csb: SAWQ&StormwaterlPennits & Projects120051051128 HD12013 09 permit correction 051128
cc: Christopher Millis, P. E., Paramounte Engineering, Inc.
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: [phone] Fax: [phone]

State Stormwater Management Systems
Permit No. SW8 051128
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
St. James Development Co., LLC.
St. James Plantation — Bancroft Forest
Wyndmere Drive, St. James, Brunswick County
FOR THE
construction, operation and maintenance of two (2) wet detention ponds in compliance
with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater
rules') and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Energy,
Mineral and Land Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until September 6, 2021 and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 of this permit. The subdivision is permitted for
58 lots, each allowed a maximum of 6,000 square feet of built -upon area.
The runoff from all built -upon area within the permitted drainage area(s) of this
project must be directed into the permitted stormwater control system.
The tract will be limited to a maximum of 433,422 square feet of built -upon area.
The wet pond(s) designated as Pond #1 and Pond #2 have been designed to
treat the runoff from 271,814 and 161,608 square feet of Built -Upon Area,
respectively.
Page 2 of 8

.r
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Stormwater Section
Tracy E. Davis, PE, CPM -Pat McCrory, Governor
Director John E. Skvada, III, Secretary
September 6, 2013
Robert Masters, Vice President
St. James Development Co., LLC.
Post Office Box 10879
Southport, NC 28461
Subject: Stormwater Permit No. SW8 051128
St. James Plantation — Bancroft Forest
High Density Subdivision Project
Brunswick County
Dear Mr. Masters:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for St. James Plantation — Bancroft Forest on August 30, 2013. Staff review of the
plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No.
SW8 051128, dated September 6, 2013, for the construction of the subject project.
This permit shall be effective from the date of issuance until September 6, 292kand shall be
subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s),
recordation of deed restrictions, certification of the BMP's, procedures for changes of
ownership, transferring the permit, and renewing the permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system, to record deed
restrictions, to certify the BMP's, to transfer the permit, or to renew the permit, will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing by filing a written petition with the Office of
Administrative Hearings (OAH). The written petition must conform to Chapter 150E of the North
Carolina General Statutes, and must be filed with the OAH within thirty (30) days of receipt of
this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee
is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC
27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com.
Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Chris Baker at [phone].
Sin rely,
?m Tracy Davis, P. E., Director
Division of Energy, Mineral and Land Resources
GDS/csb: S:1WQS\Stormwater\Pennits & ProjectsQ013\051128 HD\2013 09 permit 051128
cc: Christopher Millis, P. E., Paramounte Engineering, Inc.
Brusnwick County Inspections
Brunswick County Engineering
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 29405 Phone: [phone] / Fax: [phone]

State Stormwater Management Systems
Permit No. SW8 051128
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
St. James Development Co., LLC.
St. James Plantation — Bancroft Forest
Wyndmere Drive, St. James, Brunswick County
FOR THE
construction, operation and maintenance of two (2) wet detention ponds in compliance
with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater
rules') and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Energy,
Mineral and Land Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until September 6, 2021 and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 of this permit. The subdivision is permitted for
58 lots, each allowed a maximum of 6,000 square feet of built -upon area.
3. The runoff from all built -upon area within the permitted drainage area(s) of this
project must be directed into the permitted stormwater control system.
4. The tract will be limited to a maximum of 433,422 square feet of built -upon area.
The wet pond(s) designated as Pond #1 and Pond #2 have been designed to
treat the runoff from 271,814 and 161,608 square feet of Built -Upon Area,
respectively.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 051128
The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
Pond #1
Pond #2
a.
Drainage Area, acres:
Onsite, ftZ:
Offsite ftZ
18.36
799,762
N/A
10.07
438,649
N/A
b.
Total Impervious Surfaces, ft:
Onsite, ftZ:
Offsite ftZ
271,814
271,814
N/A
161,608
161,608
N/A
C.
I Design Storm, inches:
1.5
1.5
d.
Average Pond Design Depth, feet:
7.5
5
e.
TSS removal efficiency:
90%
90%
f.
Permanent Pool Elevation FMSL:
28
27
g.
Permanent Pool Surface Area, ft:
99,660
33 740
h.
Permitted Storage Volume ft:
41,798
25 462
i.
Temporary Storage Elevation FMSL:
28.4
27.7
j.
Pre-dev. 1 r-24 hr. discharge rate cfs:
N/A
N/A
k.
Controlling Orifice, in:
3
2
I.
Orifice flowrate cfs:
0.09
0.05
m.
Permitted Forebay Volume ft :
150,008
30,610
n.
Fountain Horsepower
3
1/2
o.
Receiving Stream/River Basin:
Beaverdam Creek / Cape Fear
Stream Index Number:
18-88-9-1- 0.5
Classification of Water Body:
SC;SW;HQW
II. SCHEDULE OF COMPLIANCE
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot does not exceed the maximum allowed by this permit. Once the lot
transfer is complete, the built -upon area may not be revised without approval
from the Division of Energy, Mineral and Land Resources, and responsibility for
meeting the built -upon area limit is transferred to the individual property owner.
3. If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed
built -upon area. Any approvals given by the Board do not relieve the homeowner
of the responsibility to maintain compliance with the permitted BUA limit.
4. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
5. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 051128
The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further development, subdivision, acquisition, or sale of any, all or part of
the project area. The project area is defined as all property owned by the
permittee, for which Sedimentation and Erosion Control Plan approval or a
CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
7. The Director may determine that other revisions to the project should require a
modification to the permit.
8. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
9. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
10. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
11. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
12. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
13. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at optimum efficiency. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
14. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DEMLR. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 051128
15. This permit shall become void unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and
other supporting data.
16. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 051128, as issued
by the Division of Energy, Mineral and Land Resources under NCAC
2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Energy, Mineral and Land Resources.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Energy, Mineral and Land
Resources.
f. The maximum built -upon area per lot is 6,000 square feet. This allotted
amount includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
g. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters, which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
h. Built -upon area in excess of the permitted amount will require a permit
modification.
17. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
18. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the deepest
part of the pond.
C. The falling water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in pond
#1is 3 hp and pond #2 is 1/2 hp.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 051128
19. Prior to transfer of the permit, the stormwater facilities will be inspected by DEMLR
personnel. The facility must be in compliance with all permit conditions. Any items
not in compliance must be repaired or replaced to design condition prior to the
transfer. Records of maintenance activities performed to date will be required.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a com leted
"Name/Ownership Change Form" must be submitted to the Division of Energy,
Mineral and Land Resources, signed by the parties involved, along with the
appropriate documentation as listed on page 2 of the form. The project must be in
good standing with DEMLR. The approval of this request will be considered on its
merits and may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions of
this permit until such time as the Director approves the transfer request. Neither the
sale of the project nor the transfer of common area to a third party constitutes legal
transfer of the stormwater permit.
3. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
4. Failure to abide by the conditions and limitations contained in this permit may subject
the Permittee to enforcement action by the Division of Energy, Mineral and Land
Resources, in accordance with North Carolina General Statute 143-215.6A to 143-
215.6C.
5. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal), which have jurisdiction.
6. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
7. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or termination
does not stay any permit condition.
8. The Permittee grants permission to staff of the DEMLR to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
9. The permittee shall notify the Division in writing of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
10. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
11. The permittee shall submit a permit renewal application request at least 180 days
prior to the expiration date of this permit. The renewal request must include the
appropriate documentation and the processing fee.
Permit issued this the 6th day of September, 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
r to
o racy ws, .�irec or
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 051128
St. James Plantation — Bancroft Forest
Stormwater Permit No. SW8 051128
Brunswick County
Designer's Certification
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for
Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 051128
Certification Requirements:
Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DEMLR Regional Office
Brunswick County Building Inspections
Page 8 of 8

DWQ USE ONLY
Date Received
ee Paid
Permit Number
-
6v /Z
Applicable Rules: ❑ Coastal SW - 1995 ❑ Coastal SW - 2008 ❑ Ph B - Post Construction
(select all that apply) ❑ Non -Coastal SW- FIQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This forth may be photocopied for use as an original
1. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
St. lames Plantation - Bancroft Forest
2. Location of Project (street address):
Located in-between the end of Wyndmere Dr. and St. lames Drive
City:n/a County:Brunswick Zip:28461
3. Directions to project (from nearest major intersection):
US Highway 74 West for 3.6 miles, bear right on US Highway 17 South for 22.2 miles, turn left onto NC-211
East for 11.5 miles to the main entrance of The Reserve on the right.
4. Latitude:33° 56' 35" N Longitude:78° 05' 43" W of the main entrance to the project.
11. PERMIT INFORMATION:
1. a. Specify whether project is (check one): RENew ®Modification ❑ Renewal w/ Modificationt
t Renewals with modifications also requires SWU-102 - Renemal Application Form
b.lf this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 051128 , its issue date (if known)3/3/06 and the status of
construction: ®Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑I.ow Density ®I-ligh Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ❑Sedimentation/Erosion Control: _
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
ac of Disturbed Area
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permitSed./Erosion Control: Bancroft Forest, Bruns 2006-142,12/05/05
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI: littn'//oortil ncdenr org web/wq/ws/su/stRl; rM [y _
AUG 3 C 2093
Form SWU-101 Version 06Aug2012 Page I of ,,y.

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the 12roiect):
Applicant/Organization:St. James Development Co LLC
Signing Official &'ritle:Robert Masters (Vice -President)
b.Contact information for person listed in item la above:
Street Add
City:Southport
Mailing Address (if
Phone:
Email:
State:NC Zip:28461
State: Zip:
Fax:
c. Please check the appropriate box. The applicant listed above is:
®The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/1
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address:
State: Zip:
Mailing Address (if
City: State:
Phone: ( ) Fax: ( 1
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:n/a
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing Address:
City: Stat(
Phone: ( ) Pax:
Email:
4. Local jurisdiction for building permits:
Point of Contact: Phone N:
Form SWU-101 Version 06Aug2012 Page 2 of
Zip:
AUG

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater will be treated through the use of wet detention ponds.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph 11 - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 31.96 acres
5. Total Coastal Wetlands Area: n/a acres
6. Total Surface Water Area: n/a acres
7. Total Property Area (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) = Total Project
Area ':31.96 acres
Total project area shall be calculated to exclude the following the normal ool of impounded structures, the area
between the batiks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHIq line. The resultant project area is used to
calculate overall percent built upon area (BUA). Noii-coastal wetlands landward of the NHW (or MHW) line nmy
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 35.25 %
9. How many drainage areas does the project have?3 (For high density, count 1 for each proposed engineered
stormwater BMP. For Imo density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Draina a Area 2
Draina e Area 3
Drahna e Area _
Receiving Stream Name
Beaverdam Cr
Beaverdam Cr
Stream Class
SC; SW, HQW
SC; SW, HQW
Stream Index Number *
18-88-9-1-(0.5)
18-88-9-1-(0.5)
Total Drainage Area (so
799,762
438,649
On -site Drainage Area (so
799,762
438,649
Off -site Drainage Area (so
0
0
0
Pro osed Impervious Area*' s
271,814
161,608
% Im pervious Area** total
33.99
36.84
Impervious** Surface Area
Drainage Area 1
Draina a Area 2
Draina e Area 3
Draina e Area _
On -site Buildings/Lots (so
216,000
132,000
0
On -site Streets (so
51,400
29,138
On -site Parking (so
0
0
0
On -site Sidewalks (so
0
470
Other on -site (so
4,414
0
0
Fuhure (so
0
0
0
Off -site (so
0
0
0
Existing BUA*** (so
0
0
0
Total (so:
271,814
161,608
* Stream Class and index Number call be determined at: littp.,111ni taLncdeiir.or veb iisra twos
" Impervious area is defined as the built upon area including, bill not limited to, building and '�ytrkiri,Q
sidewalks, gravel areas, etc. �Uu al
** Report only that muount of existing BUA that will rennint an after developruent. Do not re 'y existing BUA th
is to be removed and which will be replaced by neuv BUA. Qv -
Form S WU-101 Version 06Aug2012 Page 3 of 6

11. 1-low was the off -site impervious area listed above determined? Provide documentation.
Pro iects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://12ortal.ncdenr.org/web/wq/ws/su/bmp-manual.
Vt. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms dots.
Initi�ls
1. Original and one copy of the Stormwater Management Permit Application Form. it
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M �C
agreement(s) for each BMP.
4. Permit application processing fee of $505 ple to NCDENR. (For an Express review, refer to m'
http://www.envhep.org/pages/onestopexL)ress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor 7 L
the project. This is required in addition to the brief summary provided in the Project
hlformation, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1//2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: ��—
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
I. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person
made the determination on the plans. Atilt 3 Q 2013
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculati s.
o. Drainage areas delineated (included in the main set of plans, not as a separate documg t).
p. Vegetated buffers (where required). RVt—�-
Form S WU-101 Version 06Aug2012 Page 4 of 6

9. Copy of any applicable soils report with the associated St IWT elevations (Please identify _
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verifij the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 2301 Page No: 854 _
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC _
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretary.state.nc.us/cori2orations/CSearch.aspx
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
13UA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
Vlll. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Chris Millis
Consulting Firm: Paramounte Engineering
Mailing Address:5911 Oleander Drive, Suite 201
City:Wilmington State:NC Zip:28403
Phone: (910 ) 791-6707
Email:[e-mail]
Fax: (910 ) 791-6760
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type none of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact Information, itenn 1a) with (print or type name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
I�1 t a w
AUG 3 ( 2013 I
t�
Form SWU-101 Version 06Aug2012 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of . County of
do hereby certify that
before me this _ day of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in Contact Information, ite,n la) Robert Masters (Vice -President)
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 21-1.1000 and any other applicable state stormwater requirements.
Signatu
Date: 5DI N 15
1, (?xydchea L. M e✓,k a Notary Public for the State of _NLbV 4L% Co✓01,nf, County of
V. , Ci- , do hereby certify that T-oL-.ev t K�ra-it(J personally appeared
before me this JA day of -AL�A,LrSt . 2013 , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, �d4r ,9�
"ptolluagr'
s
.,
�3
2 all
W N01plR�G 0
Oo'
&S WIGS
mnn„J.
SEAL
My commission expires, I D�4
[F_GE'VE
AUG 3 0 1013
RV-
Form S WU-101 Version 06Aug2012 Page 6 of 6

Permit No.
(ro be provided by DWp)
ern
NCDENR
Project name
Contact person
Phone number
Date
Drainage area number
o�0p WA
STORMWATER MANAGEMENT PERMIT APPLICATION FORM o �
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all or the required information.
II. DESIGN INFORMATION
Site Characteristics
Drainage area
799,762 ftz
Impervious area, post -development
271,814 ftt
%impervious
33.99 %
Design rainfall depth
1.5 in
Storage Volume: Non-SAWaters
Minimum volume required 35,578 113
Volume provided 41,798 ft3
Storage Volume: SA Waters
1.5' runoff volume ft3
Pre -development 1-yr, 24-hr mnoft ft3
Post -development 1-yr, 24-hr runoff ft3
Minimum volume required ft3
Volume provided ft3
Peak Flow Calculations
Is the prelpost control of the lyr 24hr storm peak flow required?
N (Y or N)
1-yr, 24-hr rainfall depth
in
Rational C, pre -development
(unifless)
Rational C, post -development
(unidess)
Rainfall intensity: 1-yr, 24-hr storm
irdhr
Pre -development 1-yr, 24-hr peak flow
We ft3/sec
Post -development 1-yr, 24-hr peak flow
Na ft3lsec
Prel cost 1-yr, 24-hr peak flow control
#VALUE! ft3lsec
Elevations
Temporary pool elevation
28.40 hnsl
Permanent pool elevation
28.00 hnsl
SHWT elevation (approx. at the perm. pool elevation)
fmsl
Top of 10ft vegetated shelf elevation
28.50 fmsl
Bottom of 10ft vegetated shelf elevation
27.50 fmsl
Sediment cleanout, top elevation (bottom of pond)
18.00 fmsl
Sediment cleanout, bottom elevation
17.00 fmsl
Sediment storage provided
1.00 ft
Is there additional volume stored above the state -required temp. pool?
Y (Y or N)
Elevation of the top of the additional volume
28.4 bnsl
OK, volume provided is equal to or in excess of volume required.
OK COVE
rAUG 3 0 2013
gv:_----
Form SW401-Wet Detention Basin-Reva_411e/12 Pans I. a II. Design Summery, Page 1 of 2

Permit No.
(to be Provided by DWQ)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, A.,,
Area, bottom of 1 Oft vegetated shelf, Ab,,,,y,
Area, sediment cleanout, top elevation (bottom of pond), A,.,a
Volumes
Volume, temporary pool
Volume, permanent pool, V._P,
Volume, forebay (sum of ferebays if more than one forebay)
Forebay %of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
MounlaiNPiedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, Vr,,,,,.
Area provided, permanent pool, A� _p,
Average depth calculated
Average depth used in SAIDA, it., (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, Ape,,,.,
Area, bottom of 10ft vegetated shelf, Ayo, ,a,
Area, sediment cleanoul, top elevation (bottom of pond), Ay,,.
'Depth' (distance btw bottom of 10ft shelf and top of sediment)
Average depth calculated
Average depth used in SAIDA, it., (Round to down to nearest 0.5ft)
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if-non-c mular)
Coefficient of discharge (CO)
Driving head (Ha)
Drawdown through weir?
Weir type
Coefficient of discharge (C„)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpalh to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
103,529 it'
7,358 It'
0.92 limitless)
99,660 OK
90,254 fz
47,240 ft"
41,798 ft' OK
688,727 ft'
150,008 ft'
21.8% % OK
90 %
Y (Y or N)
N (Y or N)
0.92 limitless)
N (Y or N)
688,727 ft'
99,660 ft
Need 3 ft min.
It
Y (Y or N)
99,660 ft'
90,254 ft
47,240 ft'
9.50 ft
7.70 ft OK
7.5ft OK
Y (Y or N)
3.00 in
in
0.60 (unitless)
0.13 It
N (Y or N)
limitless)
limitless)
it
it
Na folsec
Na ft'Isec
0.09 ft'/sec
4.77 days
3 :1
10 :1
10.0 It
3 :1
3.0 :1
Y (Y or N)
or N)
or N)
or N)
OK, draws down in 2-5 days.
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
ECEIVE
AUG 3 01013
Form SW401-Wet Detention Basin-Rev.9-411e/12 Pans I. & II. Design Summary, Pepe 2 of

Permit No.
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet No.
✓� ��•(7
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
) _ C
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
3. Section view of the wet detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
''u.rn _ <fALes
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for Forebay,
to verify volume provided.
CLH
6. A construction sequence that shows how the wet detention basin Will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
vNL
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
G ^�
9. A copy of the deed restrictions (if required).
10, A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
FCOVE
AUG "I'll
I'll
8Y:_—
Form SW401-Wet Detention Basin-Rev.94/18112 Part III. Required Items Checklist, Page 1 of 1

Permit No.
tro be Provided by own)
ATA
NR
O�OF W A TF9OG
y
��
STORMWATERMANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted,
The Required Items Checklist (Pad III) must be printed, (lied out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Bancroft Forest
Contact person Chris Millis, PE
Phone number 910.791.6707
Date 8/1412013
Drainage area number 2
II. DESIGN INFORMATION
She Characteristics
Drainage area
438,649 ft
Impervious area, post -development
161,608 fli
%impervious
36.84 %
Design rainfall depth
1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
20,922 It'
Volume provided 25,462 0
Storage Volume: SAWaters
1.5' rung volume
Pre -development l-yr, 24-hr runoff
Post -development 1-yr, 24-hr mnog
Minimum volume required
Volume provided
Peak Flow Calculations
Is the preJpost control of the lyr 24hr stonn peak flow required?
N (Y or N)
1-yr. 24-hr rainfall depth
in
Rational C, pre -development
(unitless)
Rational C, post -development
(unitless)
Rainfall intensity: 1-yr, 24-hr stomt
indhr
Pre -development 1-yr, 24-hr peak flow
nla ft"lsec
Post -development 1-yr, 24-hr peak flow
rJa ft�lsec
Pre/Post 1-yr, 24-hr peak flow control
#VALUEI ft'Isec
Elevations
Temporary pool elevation
27.70 fmsl
Permanent pool elevation
27.00 first
SHWT elevation (approx. at the perm. pool elevation)
fmsl
Top of 1Oft vegetated shelf elevation
27.50 fmsl
Bottom of 1Oft vegetated shelf elevation
26.50 fmsl
Sediment cleanut, top elevation (bottom of pond)
20.00 fmsl
Sediment cleanout, bottom elevation
19.00 fnlsl
Sediment storage provided
1.00 ft
Is there additional volume stored above the state -required temp. pool?
Y (Y or N)
Elevation of the top of the additional volume
27.7 fmsl
OK, volume provided is equal to or in excess of volume required.
OK ECEI ®EI E -
AUG 3 0 2013
RY:
Forth SW401-Wet Detention Basin-Rev9-4I18/12 Parts 1.8 n. Design Summary, Page 1 of 2

Permit No.
(to be Provltled by DWD)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool 37,429 ft2
Area REQUIRED, permanent pool 11,449 ft2
SAIDA ratio 2.61 (unifless)
Area PROVIDED, permanent pool, A...
Area, bottom of 10ft vegetated shelf, Ap, a,w
Area, sediment cleanout, lop elevation (bottom of pond), Ays,_y„a
Volumes
Volume, temporary pool
Volume, permanent pool, Vp,,,, P.
Volume, forebay (sum of forebays if more than one lorebay)
Forebay %of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
MountalNPiedmonl SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, V._,,
Area provided, permanent pool, A._,,
Average depth calculated
Average depth used in SAIDA, d., (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pod, Ar,,,,,you,
Area, bottom of 10ft vegetated shelf, A,,_,
Area, sediment cleanoul, top elevation (bottom of pond), Ay,.
'Depth' (distance blw bottom of 1 Oft shelf and lop of sediment)
Average depth calculated
Average depth used in SAIDA, d„, (Round to down to nearest 0.5ft)
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (CD)
Driving head (H.)
Drawdown through weir?
Weir type
Coefficient of discharge (C,)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak Bow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of Bowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all mnoB at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
33,740 f' OK
29,867 f'
12,057 ft2
25,462 ft3 OK
141,856 ft3
30,610 ft3
21.6% % OK
90 %
Y (Y or N)
N (Y or N)
2.61 (unidess)
N (Y or N)
141,856 ft'
33,740 ft'
ft Need 3ftmin.
ft
Y (Y or N)
33,740 f?
29,867 ft
12,057 ft2
6.50 ft
5.00 ft OK
5.0ft OK
Y (Y or N)
2.00 in
in
0.60 (unitless)
0.23 ft
N (Y or N)
(unidess)
(unitless)
ft
ft
rda ftalsec
r9a fttlsec
0.05 ft'/sec
4.77 days OK, dram down in 2-5 days.
3 :1
OK
10 :1
OK
10.0 ft
OK
3:1
OK
ECEOVE
3.0 :1
OK
��aa.-rr lC u u,.�
Y
nor N)
3.3 ft
K
OK
O
1 AUG 3 0 2013
N
(Y or N)
OK
Y
(Y or N)
OK
RV,
Y
(Y or N)
OK
Pump out
Form SW401-Wet Detention Basin-Rev.9-4118112 Parts 1. a IL Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKUST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet No.
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
�✓ C-6 r 1
3. Section view of the wet detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
C, i'Li _ 4:�4bC5
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for Forebay,
to verify volume provided.
�a GD(i
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
Ct�
7. The supporting calculations.
—
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
r
cci EVE
AUG "I'll
I'll
Form SW401-Wet Detention Basin-Rev.94/18/12 Part III. Required Items Checklist, Page 1 of 1

Permit Number: _:!5A)9D✓ // ZF
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
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):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer a lication
Vegetation is too short or too
Maintain A
long.
a roximate six inches.
Form SW40I-Wet Detention Basin O&M-Rev.3
RAUb 3 U LUl3 9
RY. PageloL4_

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
1
AUG 3 0 2013
Form SW401-Wet Detention Basin O&M-Rev.3 j y Page 2 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
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 7.0 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 7.0 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
20_00 1
-----------------
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
i fl Min.
Sediment
Storage
Form SW401-Wet Detention Basin O&M-Rev.3
Permanent Pool Elevation 27.00
Pool
\ Sediment Removal Elevation 20_00 Volume
--------------------------- ------
Bottom Elevation 19.00 1 1-ft
MAIN POND
ECEIVE
AUG 3 0 20B
RV: Page 3 of 4
Storage

Permit Number:
(to be provided by DWQ)
acknowledge and agree by my signature below that I am responsible for the
performance of the 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.
Project name:Bancroft Forest
BMP drainage area number:2
Print name:Robert Masters - Vice President
Title:Vice President
Address:P.O. Box 10879 Southport, NC 28461
Date: e I Z!-�A 113
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, C)V tAYk\e.t L- WfV ' X a Notary Public for the State of
Nov4l,. Caro\,n_o_ County of YwurtJIt t,Li: do hereby certify that
1Z� lc ataf cCJ personally appeared before me this Ig_
day of haaawf'f , 2,o13 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SCD NOT
�G PUQC Cy x
tOK CO
o,l-Pt
SEAL
My commission expires M &% Tt 10 t 2okq
—
(CE _J
AUG 3 0 2093
Form SW401-Wet Detention Basin O&M-Rev.3 Page 4 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
1 will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
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):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fern ' n.
Vegetation is too short or too
M ' v Mlldfflaelght of
'
long.
a xir t 1 six ' es.
Form SW401-Wet Detention Basin O&M-Rev.3
Iyf>1 AUU 5 U cuw ge ry p
"By. I of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.3
FECOV ..
AUG 302013
Page 2 of

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
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 10.0 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 10.0 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
1800
-----------------
FOREBAY
BASIN DIAGRAM
ill in the blanks)
f ft Min.
Sediment
Storage
Form SW401-Wet Detention Basin O&M-Rev.3
Permanent Pool Elevation 28.00
Pool
Sediment Removal Elevation 18_00 Volume
----------------------- ------
Bottom Elevation 17.00 11-ft
Storage
MAIN POND
r
'OEI4W E
AUG302013
BY:_— ---_
Page 3 of 4

Permit Number:
(to be provided by DWQ)
acknowledge and agree by my signature below that I am responsible for the
performance of the 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.
Project name:Bancroft Forest
BA4P drainage area number:
Print name:Robert Masters
Titic:Vice President
Address:P.O. Box 10879 Southport, NC 28461
Note: 'rhe 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,ve�Men L. Me�� X a Notary Public for the State of
I�loyk{n C0.Yne•r,o , County of f�,vt,.(VVw , Gk do hereby certify that
ode✓k'f�-trl personally appeared before me this
day ofbyA.,A —, Ut_ S , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
1,,01'%ZNEN 4, ,,,
C7 NOTARY X
tP PUBLIC U
WI CK C, ...
SEAL
My commission expires Ma.., LQ t2j114
AUG 3 0 2013
Form S W401-Wet Detention Basin O&M-Rev.3 Page 4 of 4

�
r.
� i �',
.� �
i _ 1
. .+.
�
't rV
' ^?
'�
�. �',
• ��

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built -upon"
area consistent with the design criteria used to size the stormwater control facility.
I, Robert Masters , acknowledge, affirm and agree by my signature below, that I will
cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 051128 as issued by the Division of Water Quality under
the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is see below square feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
1-58 6000
This allotted amount includes any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
Each lot will maintain a 30** foot wide vegetated buffer between all impervious areas and surface
waters.
**50 foot for projects located in the 20 coastal counties.
8. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
rAUG
CEUVIE
302013
Form DRPC-3 Rev.2 05Nov2009 Page t of

r
High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
rm1©
I, ayorFchc^ L. LkcJly , a Notary Public in the
State of nl w-tA, C a,-U V. n,a County of -&VL, ncf"I rk ,
do hereby certify that L <<k- (ua.!4'ry personally appeared
before me this the ZA day of ,4Lag.LA k- 20 l,Z, and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
SEAL
Signature
My Commission expires A�
0 Np (ARY C
PVgLIC s: 2
C
Nswic_.,,,°,�
F
OF-IVE.
AUG 3 0 2013
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2

7

MEWRY TRANSMISSION REPORT
TIME :09-09-2013 14:57
FAX NO.1
NAME
FILE NO.
DATE
TO
DOCUMENT PAGES
START TIME
END TIME
PAGES SENT
STATUS
476
09.09 14:55
:n 97916760
9
09.09 14:55
09.09 14:57
9
OK
'SUCCESSFUL TX NOTICE'
dtnte n[Nort4 C.rtAto.
Uap.rtment of 6nvlran ment .ne N.tn r.r Reaonrcee
wummgmn Henlop.r ornee
POI IrfoGMry. Govnrnar FAX COVF:H d1rE'B'P ✓o/is B.Y4vwNn lJl Becertrry
ll.[e: �J�� 9"-✓-� No. Pngee (excel. cnvar):
'Po: / /f�C /fi Y/ Prom: Sn Cnnmar
Co: �.�2e/�'/you �d E� ii>.e i'R �-• 'j Pfinna: (o IOlOV6-'llg6
p.x: 79i - G �/G o ✓ P.x: 191011�0-2004
12 / ��se41nn11J rlw Ra Rnelnn. Wllm lnQ•nn. Nr� R69a] � (91f1)'196-911] � M 9qus1 Oppenu nlq Anl�m.n ve Aca un 6mpbyer

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Par McCrory, Governor FAX COVER SHEET John ESkvarla III, Secretary
Date: ��9- / �� No. Pages (excl. cover):
To: liLf2 5 /�%i %// 5 From: Jo Casmer
Co: Phone: [phone]
Fax: e Fax: [phone],,4��
Re: ST. ✓�firJES ,�LA.� T! r ;o J �A�G 20 /
%_Az_/z/0 i`ss 6/ e '' %Q i d
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

JL Rf-v UNTE
E N G 1 N E E R 1 N G, 1 N C.
5 9 1 1 1 O L E A N D E R D R I V E, S U I T E 2 0 1
W I L M I N G T O N, N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
1, F. T T F. R O F T R A N S M I T T A 1.
To:
NCDENR-Land Quality Section
Date 8/28/13
127 Cardinal Drive Extension
Wilmington, NC 28405
Re:
Bancroft Forest
Express Review Submittal
Janet Russell/Chris Baker
_Project
No.
10121.PE
e ure sendin
® Originals
® Prints
❑ Shop Drawings
❑ Calculations
❑ Correspondence
® Plans
❑ Specifications
® Other as listed below
'he following items:
Quantity
Date
Dwg. No.
Description
2
8/28/13
Plans (Final Design — Not Released For Construction)
1
Stormwater Narrative
1
Check ($4000.00)
2
Stormwater Permit Application Form
1
Wet Detention Pond Supplement
1
Wet Detention O&M
Issue Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
ction Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
Remarks:
Tim Clinkscales, P.E.,PLS
RECID AUG 3 0 Z013
ECEIVF-
AUG 302013

BANCROFT FOREST
St. James Plantation
Brunswick County, North Carolina
DESIGN AND STORMWATER NARRATIVE
Prepared for:
St. James Development Company, LLC
Prepared by:
H N G 1 N C C R 1 N p. 1 N C.
5911 Oleander Drive, Suite 201
Wilmington, NC 28403
Project #10121.PE
August 2013
Ei' ter✓
ECCIVE
AVG302013
BY:

BANCROFT FOREST
St. James Plantation
St. James, NC
Brunswick County, North Carolina
Project#10121.PE
Table of Contents
Design Narrative
Maintenance
Erosion and Sedimentation Control Specification
Calculations
Page

I
BANCROFT FOREST
St. James Plantation
St. James, NC
Brunswick County, North Carolina
DESIGN NARRATIVE
St. James Development Company, LLC is proposing to establish the infrastructure for a single family
neighborhood within St. James Plantation in Brunswick County, North Carolina called Bancroft Forest.
St. James Plantation is located approximately 4 miles northwest along NC Highway 211 (Southport -
Supply Road) from the intersection of NC Highway 211 and NC Highway 87 River Road in Southport.
For the exact location of the Bancroft neighborhood within The Reserve at St. James, please see the
vicinity map provided on the cover sheet of the plans.
The development will consist of 58 single family lots within The Reserve at St James Plantation. The
project boundary totals 31.96 acres and is shown on the plans provided. The property is currently open
grassland consisting of Leon Fine Soil (Lo).
The project is within a drainage basin which drains to the Lumber River. The receiving stream is the
Beaver Dam Creek (SC, Sw, HQW) just above Polly Gully Creek. The runoff will be conveyed into two
wet detention ponds via a strorm drainage system. The runoff will be controlled in the ponds through
the use of outlet structures for primary control and spillways for greater rainfall events.
The impervious area was calculated by taking into the account the roadways, sidewalks, and the 58 lots.
Based on the numbers calculated in the appendix, in conjunction with the deed restrictions, the allowable
built upon area per lot is 6,000 sf. In addition to this requirement, they will be designed to handle the
pre/post requirements from Brunswick County.
MAINTENANCE
Contractors shall be responsible for periodic inspection and maintenance of all indicated erosion control
devices in accordance with the plans and specifications. In addition, inspection and any necessary
maintenance will be required immediately following any significant storm event. Any erosion control
measure that fails to function as intended shall be repaired immediately. Upon completion of
construction and the establishment of stabilized ground cover, the property owner shall be responsible
for any ongoing site maintenance.
GCIVE
AUG 3 0 2013
BY:---------

EROSION AND SEDIMENTATION CONTROL SPECIFICATION
PARTI- GENERAL
1.1 RELATED DOCUMENT
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
1.2 WORK INCLUDED
A. Contractor shall take every reasonable precaution throughout construction to prevent the
erosion of soil and the sedimentation of streams, lakes, reservoirs, other water impoundments,
ground surfaces, or other property as required by State and Local regulations.
B. Contractor shall, upon suspension or completion of land -disturbing activities, provide
protection covering for disturbed areas. Permanent vegetation shall be established at the earliest
practicable time. Temporary and permanent erosion control measures shall be coordinated to
assure economical, effective, and continuous erosion and sediment control throughout the
construction and post construction period.
1.3 RELATED SECTIONS
A. Related Sections — The following Sections contain requirements that relate to this Section:
1. 01011 — Existing Underground Utilities
2. 01015 — Special Conditions for this Contract
3. 01070 — Shop Drawings, Project Data & Samples
4. 02200 — Earthwork, Excavation Trenching, and Backfilling
5. 02230 — Site Clearing
6. 02240 — Dewatering
7. 02485 — Seeding General Areas
1.4 REGULATORY REQUIREMENTS
A. Contractor shall be responsible for prevention of damage to properties outside the construction
limits from siltation due to construction of the project. The Contractor will assume all
responsibilities to the affected property owners for correction of damages that may occur.
Erosion control measures shall be performed by the Contractor, conforming to the requirements
of, and in accordance with plans approved by applicable state and local agencies and as per the
erosion control portion of the construction drawings and these specifications. The Contractor
shall not allow mud and debris to accumulate in the streets. Should the Contractor pump water
from trenches during construction, appropriate siltation preventative measures shall be taken
prior to discharge of pumped water into any storm drain or stream.
PART 2-PRODUCTS
2.1 Open mesh biodegradable mulching cloth.
2.2 Fertilizer shall be 10-10-10 grade or equivalent.

2.3 Lime shall be dolomitic agricultural ground 1 limestone containing not less than 10 percent
magnesium oxide.
2.4 Phosphate shall be 20 percent super phosphate or equivalent.
2.5 Provide grass seed mixture as shown on the plans.
2.6 Silt fence shall consist of non -biodegradable filter fabric (Trevira, Mirafi, etc.) wired to
galvanized wire mesh fencing and supported by wood or metal posts.
2.7 NCDOT Class B stone for erosion control.
PART 3 - EXECUTION
3.1 CLEARING
A. Clearing and grubbing shall be scheduled and performed in such a manner that subsequent
grading operation and erosion control practices can follow immediately thereafter. Excavation,
borrow, and embankment operations will be conducted such that continuous operation. All
construction areas not otherwise protected shall be planted with permanent vegetative cover
within 15 working days after completion of active construction. All slopes shall be planted
within 21 calendar days after completion of such activity.
3.2 STABILIZING
A. The angle for graded slopes and fills shall be no greater than the angle that can be retained by
vegetative cover or other adequate erosion control devices or structures. All disturbed areas not
to be paved and left exposed will, within 14 calendar days of completion of any phase of
grading, be planted or otherwise provided with either temporary or permanent ground cover,
devices, or structures sufficient to restrain erosion. All slopes steeper than 3:1 shall be be
planted or otherwise provided with either temporary or permanent ground cover, devices, or
structures sufficient to restrain erosion within 7 calendar days.
3.3 REGULATORY REQUIREMENTS
A. Whenever land disturbing activity is undertaken on a tract, a ground cover sufficient to restrain
erosion must be planted or otherwise provided within 14 calendar days on that portion of the
tract upon which further active construction is to being undertaken.
B. If any earthwork is to be suspended for any reason whatsoever for longer than 14 calendar
days, the areas involved shall be seeded with vegetative cover or otherwise protected against
excessive erosion during the suspension period. Suspension of work in any area of operation
does not relieve the Contractor of the responsibility for the control of erosion in that area.

PART 4 - CONSTRUCTION PHASE
4.1 PRACTICES
A. Avoid dumping soil or sediment into any streambed or watercourse. Backfill for stream
crossings shall be placed dry and compacted to minimize siltation of the watercourse, where
applicable.
B. Maintain an undisturbed vegetative buffer where possible between a natural watercourse and
trenching and grading operations.
C. Avoid equipment crossings of streams, creeks, and ditches where practicable.
PART 5 - SEDIMENT CONTROL FEATURES
5.1 GENERAL
A. All devices (silt fences, retention areas, etc.), for sediment control shall be constructed at the
locations indicated prior to beginning excavation on the site. All devices shall be properly
maintained in place until a structure or paving makes the device unnecessary or until directed
to permanently remove the device.
5.2 DESIGN APPLICATIONS
A. Mulch shall be used for temporary stabilization of areas subject to excessive erosion, and for
protection of seed beds after planting where required.
1. Jute, mesh, etc. should be installed as per manufacturer's instructions.
B. Silt fences shall be used at the base of slopes and in drainage swales to restrict movement of
sediment from the site.
C. Riprap shall be used at the proposed outfall pipes as indicated on plans.
D. Establish vegetative cover on all unpaved areas disturbed by the work.
1. Preparation of Seedbed. Areas to be seeded shall be scarified a depth of 6 inches until a
firm, well -pulverized, uniform seedbed is prepared. Lime, phosphorous, and fertilizer
shall be applied during the scarification process in accordance with the following rates.
a. Lime — 2 ton per acre
b. Nitrogen —100 pounds per acre
C. P2O5 — 200 pounds per acre
2. Seeding. Disturbed areas along roads and ditches shall be permanently seeded with 10-20
pounds per acre of centipede during the period from March through September. Seeding
performed during the period from April to August shall be temporarily seeded with 40
pounds per acre of German Millet. The permanent vegetative cover will be over seeded at
the earliest possible time as specified above.
3. Mulch all areas immediately after seeding. Mulch shall be applied and anchored as
specified hereinbefore.

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

Soil Map —Brunswick County, North Carolina
Map Unit Legend
Brunswick County, North Carolina (NC010)
Map Unit Symbol
Map Unit Name
Acres In AOI
Percent of AOI
KrB
Kureb fine sand, 1 to 8 percent slopes
6.4
18.5%
Lo
Leon fine sand
0.2
0.7%
Me
Mandarin fine sand
5.4
15.6%
WeB
Wando fine sand, 0 to 6 percent slopes
22.4
65.2%
Totals for Area of Interest
34.4
100.0 %
US_ 1)A Natural Resources Web Soil Survey 40/2010
Conservation Service National Cooperative Soil Survey Page 3 of 3

North Carolina Secretary of State
https://www.secretary.state.nc.us/corporations/Corp.aspx?Pitem Id=4762851
North Carolina
Elaine F. Marshall DEPARTMENT OFTHE
Secretary SECRETARY CIF STATE
PO Bon 29622 Raleigh. NC 27626-0622 [phone]
Date:
8/29/2013
Click here to:
View Document Filings I File an Annual Report I
m� Pnnt a Pre -populated Annual Report Fillable PDF Form I Amend A Previous Annual Report I
Corporation Names
Name
Name Type
NC ST JAMES DEVELOPMENT CO.,
LLC
LEGAL
Limited Liability Company Information
SOSID:
0407570
Status:
Current -Active
Effective Date:
10/4/1996
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
DEC 2040
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
ATKINSON, JOHN A
Office Address:
1 ST JAMES DR
SOUTHPORT NC 28614
Mailing Address:
P O BOX 10879
SOUTHPORT NC 28461
Principal Office
Office Address:
1ST JAMES DRIVE
SOUTHPORT NC 28461
Mailing Address:
1 ST JAMES DRIVE
SOUTHPORT NC 28461
Officers
Title:
MANAGER
Name:
JOHN A ATKINSON
Business Address:
P O BOX 10879
SOUTHPORT NC 28461
1 of 2 8/29/2013 8:43 AM

North Carolina Secretary of State
https://www.secretary.state.nc.us/corporations/Corp.aspx?Pitem ld=4762851
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
1376
2 of 2 8/29/2013 8:43 AM

Pond #1 - Bancroft Forest
NC DENR Retention Requirements
Objective: design a wet detention basin with the following characteristics: a permanent water pool depth between 3- and
6-feet, a surface area that meets TSS removal requirements (values set by NC DENR and included here), a forebay that
is approximately 20% of the total pond volume, a temporary water pool sized to detain the initial 1.5 inch of rainfall runoff, an
outlet device that drains the temporary waterpool within 2-5 days, and a length -to -width ratio of approximately 3:1.
Step 1: Determine the surface area required for 90'0 TSS removal
Post -Development Conditions
Total Drainage Area 18.36 ACRE Value from CAD
Impervious Drainage Area 6.24 ACRE Value from CAD
Impervious Cover 34.0% Impervious Cover -(Impervious Drainage
Area)/(Total Drainage Area)'100%
Elevation of Permanent Pool Surface
28.0
FT
Value selected by designer
Depth of Permanent Pool
5.0
FT
Value selected by designer
Elevation of Wet Detention Pond Bottom
23.0
FT
(Bottom Elevation)=(Permanent Pool Surface
Elevation) -(Depth of Permanent Pool)
Approximate Pond Length
540
FT
Value from CAD
roximate Pond Width
162
FT
Value from CAD
Len th:Width Ratio
3:1
Ratio= Len / idth :1
Required SAIDA Ratio for 90% TSS Removal 0.92 Value from chart. Reference., "90% TSS Removal
Required Permanent Pool Surface Area 7,358 SF Required Surface Area=(Required SAIDARatio)*(Total Drainage Area)
Provided Permanent Pool Surface Area 99,660 SF Interpolated value from stage -storage calculations
Step 2: Determine the 1.5-inch runoff elevation within the wet detention pond
Runoff Coefficient, Rv
0.356
INAN
Rv-0.05+0.009-(%Impervious)
Required 1.5" Runoff Volume (Volume of
35,578
CIF
1.5'RunoffVolume=1.5 inch'Rvl foot/12
Temporary Pool)
inch*(Total Drainage Area)
Volume Below Permanent Pool
688,727
CF
Value from stage -storage calculations (cumulative
pond volume at permanent pool elevation)
Total Volume to be Controlled
724,305
CF
Total Volume to be Controlled=(Volume Below
Permanent Pool + 1.5' Runoff Volume
Storage Elevation at Required Volume
26,38
FT
Value is interpolation based upon stage -storage
values. See stage -storage calculations

Step 3: Calculate the required forebay volume (18-22% of total pond volume) and compare to the torebay volume provided
Total Pond Volume '688.727
CF
Value from stage -storage calculations
Re uired Total Foreba Volume
137,745
CF
Foreba Volume= otal Pond Volume '20%
Provided Total Foreba Volume
150,008
CIF
Value from stage -storage calculations
Provided Forebay Volume:Total Pond Volume
22%
(Provided Forebay Volume)/(Total Pond
t
Volume)-100%
Step 4: Verify that time required to drawdown the 1.5-inch
runoff volume is within 2 to 5 days.
Diameter of Proposed Low -Flow Orifice
`
3.00
IN
Value chosen by designer
Elevation of Outlet Structure
28.40
FT
Value chosen by designer
Total Elevation Head Above Orifice
0.40
FT
(Total Elevation Head Above Orifice)=(Weir
Elevation) -(Elevation of Permanent Pool Surface)
(Average Elevation Head Above Orifice)=((Storage
Average Elevation Head Above Orifice
0.13 FT
Elevation at Required Volume)+(Elevation of
Permanent Pool Surface)f3(Storage Elevation at
Required Volume)
Cd, Coefficient of Discharge
0.60
Value chosen by designer
O, Flowrate Through Low -Flow Orifice
0.09 CFS
4=Cd'(Pi)'((DiameterofOrifice) *(I W12in)J^2/4•
'32.2' Ave a Head 12
Drawdown Time for 1.5-inch Runoff
4.77 DAYS
(Orawdown Time)=(1.5' Runoff Volume)Q'
.m,.maenn

Pond #1 - Bancroft Forest
Stage -Storage Calculations for Proposed Wet Detention Pond
StagelStorege Above Permanent Pool (Including Forebay)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
28.0
99,660
0
0 -Permanent Pool
29.0
109,332
104,496
104,496
30.0
113,885
111,609
216,105
31.0
118,495
116,190
332,295
32.0
123,162
120,829
453,123
Stage/Storage Total Pond (Including Forebay)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
17.0
43,430
-
- -Sediment Storage
18.0
47,240
0
0 -Bottom Elev.
19.0
51,163
49,202
49,202
20.0
55,199
53,181
102,383
21.0
59.349
57,274
159,657
22.0
63,612
61,481
221,137
23.0
67.987
65,800
286,937
24.0
72,476
70,232
357,168
25.0
77,078
74,777
431.945
26.0
81,793
79,436
511,381
27.0
86,620
84,207
595,587
28.0
99,660
93,140
688,727 -Permanent Pool
29.0
109,332
104,496
793,223
30.0
113,885
111,609
904,832
31.0
118,495
116,190
1,021,022
32.0
123,162
120,829
1.141, 850
Forebay
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
17.0
7,391
-
-
-Sediment Storage
18.0
8,456
0
0
-Bottom Elev.
19.0
9,577
9,017
9,017
20.0
10,755
10,166
19.183
21.0
11.989
11,372
30,555
22.0
13.280
12,635
43,189
23.0
14,627
13.954
57,143
24.0
16.031
15,329
72,472
25.0
17.492
16.762
89,233
26.0
19,009
18,251
107,484
27.0
20,582
19,796
127,279
28.0
24,875
22,729
150,008
-Forebay Volume

Pond #2 - Bancroft Forest
NC DENR Retention Requirements
Objective: design a wet detention basin with the following characteristics: a permanent water pool depth between 3- and
6-feet, a surface area that meets TSS removal requirements (values set by NC DENR and included here), a forebay that
is approximately 20% of the total pond volume, a temporary water pool sized to detain the initial 1.5 inch of rainfall runoff, an
outlet device that drains the temporary water pool within 2-5 days, and a length -to -width ratio of approximately 3:1.
Step 1: Determine the surface area required for 90% TSS removal
Post -Development Conditions
Total Drainage Area 10.07 ACRE Value from CAD
Impervious Drainage Area 3.71 ACRE Value from CAD
Impervious Cover 36 8% Impervious Cover -(Impervious Drainage
Areay(Total Drainage Area)*100%
Elevation of Permanent Pool Surface
27.0
FT
Value selected by designer
Depth of Permanent Pool
5.0
FT
Value selected by designer
Elevation of Wet Detention Pond Bottom
Y2.0
FT
(Bottom Elevation)=(Permanent Pool Surface
Elevation){Depth of Permanent Pool)
Approximate Pond Length
186
FT
Value from CAD
roximate Pond Width
62
FT
Value from CAD
Len :Width Ratio
3:1
Ratio= Le xlth :1
Required SAIDA Ratio for 90% TSS Removal 2.61 Value from chart Reference: 90% TSS Removal
Required Permanent Pool Surface Area 11,449 SF Required Surface Area=(Requited SAIDA
Ratio) *(Total Drainage Area)
Provided Permanent Pool Surface Area 33,740 SF Interpolated value from stage -storage calculations
Step 2: Determine the 1.5-inch runoff elevation within the wet detention pond
Runoff Coefficient, Rv
0.382
MIN
Rv=O.o5+o.009'(% Impervious)
Required 1.5" Runoff Volume (Volume of
20,922
CF
1.5' Runoff Volume=l.5 inch'Rv'1 fool/12
Temporary Pool)
inch'(Total Drainage Area)
Volume Below Permanent Pool
141,856
CF
Value from stage -storage calculations (cumulative
pond volume at permanent pool elevation)
Total Volume to be Controlled
182,778
CF
Total Volume to be Controlled=(Volume Below
Permanent Poo)+ 1.5' Runoff Volume
Storage Elevation at Required Volume
27.62
FT
Value is interpolation based upon stage -storage

Step 3: Calculate the required forebay volume (18-22% of total pond volume) and compare to the forebay volume provided.
Total Pond Volume 141,856 CF Value from stage -storage calculations
I (Provided Forebay Volume)I(Total Pond
Provided Forebay Volume:Total Pond Volume 22%. Volume)'100%
Step 4: Verify that time required to drawdown the 1.5-inch runoff volume is within 2 to 5 days.
Diameter of Proposed Low-flow;Orifice
2.00
IN
Value chosen by designer
Elevation of Outlet Structure
27.70
FT
Value chosen by designer
Total Elevation Head Above Orifice
0.70
FT
(Total Elevation Head Above Orifice)=(Weir
Elevation){Elevation of Permanent Pool Surface)
(Average Elevation Head Above Orifice)=((Storage
Elevation at Required Volume)+(Elevation of
Average Elevation Head Above,Orifice
0.23
FT
Permanent Pool Surfbce)y3{Storege Elevation at
Required Volume)
Cd, Coefficient of Discharge
0.60
Value chosen by designer
0, Flowrate Through Low -flow Orifice
0.05
US
Q=Cd*(Pr) [(Diameter of Orfte)'(1 W12
'32.2'
in 2/4' Ave a Head 1/2
Drawdown Time for 1.5-inch Runoff
4.77
DAYS
(Dmwdown Time)=(1.5' Runoff Volume)/O'(1

Pond #2 - Bancroft Forest
Stage -Storage Calculations for Proposed Wet Detention Pond
Stage/Storage Above Permanent Pool (including Forebay)
Cumulative
Contour incremental Volume, S
Contour Area (SF) Volume (CF) (CF)
27.0
33,740
-0
0
-Permanent Pool
28.0
39,010
36,375
36,375
29.0
41,532
40,271
76,646
30.0
44,110
42,821
119,467
31.0
46,745
45,428
164,895
Stage/Storage Total Pond (Including Forebay)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
19.0
10,157
. -
-
-Sediment Storage
20.0
12,057
0
0
-Bottom Elev.
21.0
14,107
13,082
13,082
22.0
16,243
15,175
28,257
23.0
18,494
17,369
45,626
24.0
20,857
19,676
65,301
25.0
23,333
22,095
87,396
26.0
25,923
24,628
112,024
27.0
33.740
29,832
141,856
-Permanent Pool
28.0
39,010
36,375
178,231
29.0
41,532
40,271
218,502
30.0
44,110
42,821
261,323
31.0
46,745
45,428
306,750
Forebay
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
19.0
1,414
-
-
-Sediment Storage
20.0
1,911
0
0
-Bottom Elev.
21.0
2,468
2.190
2,190
22.0
3,078
2,773
4,963
23.0
3.746
3.412
8,375
24.0
4,469
4,108
12,482
26.0
5,249
4,859
17,341
26.0
6,086
5.668
23,009
27.0
9,117
7,602
30,610
�Forebay Volume

Hick4' Point,
�` • -1
.
+ ''
--�-- -- -
- --mrucoasu, -- -
+
T ��—'--WarFlnsav-- �P
'-�''
•
�:1
�+ :�; : i �l;J is r;';-,. ..
i
.I:
'••r rr�:,' i. �.
-�—.._,_
1•
I•:r ii it ti
e• .-• 1
CODYnaM IC11997 Maole h Inc

I
Z
N
78. 63.
D Z
gig
00 76'5'36"
fJ O
75- 8' 3'
]B' 5' 35'

IJX-12111*41:1: s
Area of Interest (AQI)
Area or Interest (AOh
Soils
Soil Map Units
Special
Point Features
Blawow
®
Bo". Pit
l.0
:lay 5;,--.
s
Closeo Depression
},
Gravel Pit
..
Gavely, Spot
j
Landfill
Lava Fbw
,,l,,
Marsh or swamp
t
Mine or Quarry
Q
Miscellaneous Water
Q
Perennial Water
Rock Outcrop
}
Salina Spot
Sandy Spot
Severely Eroded Spot
p
Sinimole
Slide or Slip
a
Sodic Spot
Spat Arse
SroM Spot
Soil Map —Brunswick County, North Carolina
LZ Very Stony Spot
♦ Wet Spot
Other
Special Line Features
Gully
Short Steep Slope
Other
Political Features
• Cities
Water Features
Oceans
Streams and Canals
Transportation
+a Rails
Interstate Highways
US Routes
Ma/or Roads
ti Loral Roads
MAP INFORMATION
Map Scale: 1:3.380 if printed on A size (8.5" - 11 ") sheet.
The soil surveys that comprise your AOI Were mapped at 1:24,000
Please rely on the bar scale on each map sheet for accurate map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
Coordinate System: UTM Zone 17N NAD83
This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below.
Soil Survey Area: Brunswick County. North Carolina
Survey Area Data. Version 12. Feb 27. 2008
Date(s) aerial images were photographed: 7/3/2006
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result. some minor shifting
of map unit boundaries may be evident.
Natural Resources Web Soil Survey 4/7/2010
Conservation Service National Cooperative Soil Survey Page 2 of 3