SW8100807_HISTORICAL FILE_20100923

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 10 L 8 o
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
® HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2010 o g 2 3
YYYYMMDD

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
September 23, 2010
Mr. Jamie Malpass, President
South Side Developers, Inc.
846 Livingston Chapel Road
Delco, NC 28436
Division of Water Quality
Colleen H. Sullins
Director
Subject: Stormwater Permit No. SW8100807
Bristol Bay
High Density Subdivision Project
Columbus County
Dear Mr. Malpass:
Dee Freeman
Secretary
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Bristol Bay on September 23, 2010. 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, effective September 1, 1995. We are forwarding Permit No.
SW8 100807, dated September 23, 2010, for the construction of the subject project.
This permit shall be effective from the date of issuance until September 23, 2020, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and, maintenance of the stormwater management system 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 upon written request within thirty (30) days following
receipt of this permit. This request must be in the form of a written petition, conforming to
Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. 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
Kelly Johnson, or me at [phone].
Sincerely,
gut v l
Georgette Scott
Stormwater Supervisor
Division of Water Quality
GDS1kpj: S:\WQS\STORMWATER\PERMIT\100807.sep10
cc: Jeff Malpass, PE, Malpass Engineering
Inspector, Columbus County Inspections
Division of Coastal Management
Wilmington Regional Office
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] f FAX: [phone] Customer Service:1-877-623-6748 NorthCarolina,
Internet www.ncwaterquality.org�`��N�//�
An Equal Opportunity 1 Affirmative Action Employer

State Stormwater Management Systems
Permit No. SW8 100807
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
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
South Side Developers, Inc.
Bristol Bay
McRae Lane, Lake Waccamaw, Columbus County
FOR THE
construction, operation and maintenance of two wet detention ponds in compliance with
the provisions of 15A NCAC 2H .1000, effective September 1, 1995 (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 Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until September 23, 2010 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
24 lots, each allowed a maximum of 5,500 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 173,114 square feet of built -upon area.
The wet ponds designated as Pond 1 and Pond 2 have been designed to treat
the runoff from 133,101 square feet and 40,013 square feet of Built -Upon Area,
respectively.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 100807
5.
The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
a.
a
C.
d.
e.
f.
h.
k.
I.
M.
Drainage Ar a, acres:
Onsite, ft�:
Offsite, I?:
Total Impervious Surfaces, ft:
Lots at 5,500 ftz:
Roads/Parking, ft2:
Other, ftZ:
Offsite, ftZ:
Average Pond Depth, feet:
TSS removal efficiency:
Design Storm:
Permanent Pool Elevation, FMS�:
Permitted Surface Area @PP ft
Permitted Storage Volume, ft':
Temporary Storage Elevation, FMSL:
Controlling Orifice, inches:
Permanent Pool Volume, ft3:
Forebay Volume, ft3:
Maximum Fountain Horsepower:
Receiving Stream / River Basin:
Stream Index Number:
Classification of Water Body:
Pond 1
Pond 2
375,811
91,433
375,811
91,433
0
0
133,101
40,013
104,500
27,500
28,569
12,481
32
32
0
0
4.0
3.0
90%
90%
1.0
1.0
92.75
92.50
12,537
6,329
16,982
6,353
93.85
93.30
1.5"0 pipe
1.0"0 pipe
35,846
14,542
7,467
3,049
1/8
0
UT at Wananish / Lumber
15-2-2
"C; SW + .
*This project ultimately drains to Lake Waccamaw, class ORW.
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 Water Quality, 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 9

State Stormwater Management Systems
Permit No. SW8 100807
6. 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 DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken. A
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 100807
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 100807, as issued
by the Division of Water Quality under NCAC 211.1000.
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 Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot is 5,500 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. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
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.
19. 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 this
pond is 1/8 for Pond 1. Pond 2 is not large enough to have a fountain.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 100807
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 completed
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality, 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 DWQ.
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 Water Quality, 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 DWQ 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 fora 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.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 100807
Permit issued this the 23rd day of September 2010.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 100807
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 100807
Bristol Bay Page 1 of 2
Stormwater Permit No. SW8 100807
Columbus Countv
Designer's Certification
I, , as a duly registered in
the State of North Carolina, having been authorized to observe. (periodical ly/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 8 of 9

State Stormwater Management Systems
Permit No. SW8 100807
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-DWQ Regional Office
Inspector, Columbus County Building Inspections
Page 9 of 9

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
- / Q
Q ��
Slid
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Constructi n
(select all that apply) D(Non-Coastal SW- HQW/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 APPLICA
This fonn-may be photocopied for use as an original I AUG 16 2010
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name- should be consistent
specifications, letters, operation and maintenance agreements, etc.):
2. Location of Project (street address):
McRae Lane
City: Lake Waccamaw County: Columbus Zip: 28450
3. Directions to project (from nearest major intersection):
Travel approx 6.85 miles west on NC-214(Sam Potts Hwy) from the intersection of NC-211(Green Swamp Rd)
& NC-214. Turn left onto Flemington Dr & travel approx 0.03 miles. Turn left onto Church St. & travel
approx 0.48 miles. Turn right onto McRae Ln. & travel approx 0.19 miles. Site is on east side of McRae Ln.
4. Latitude: 34* 19' 07" N Longitude: 78' 30' 48" W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is (check one): [`New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High 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: 14.24 ac of Disturbed Area
❑NPDES Industrial Stormwater Z404/401 Permit: Proposed Impacts <0.01 ac. (permanent)
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 permit: Bristol Bay, AID # 2007 03065, 5/14/2010
Form SWU-101 Version07Jun2010 Page I of

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 proiect):
Applicant/Organization: South Side Developers, Inc.
Signing Official & Title: Jamie Malpass, President
b.Contact information for person listed in item I above:
Street Address: 846 Livingston Chapel Road
City: Delco State: NC Zip: 28436
Mailing Address (if applicable): 846 Livingston Chapel Road
City: Delco State: NC Zip: 28436
Phone: ( 910 ) 520-7663 Fax: ( )
Email: j_amiemalpass®bellsouth.net
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/Organization:
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address: BY:— '
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: (-- �- - - Fax: ( -)- -
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:
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State:
Form SWU-101 Version 07Jun2010 Page 2 of 7

Phone: ( ) Fax:
4. Local jurisdiction for building permits: Town of Lake Waccamaw
Point of Contact: Kyle Duncan
IV. PROJECT INFORMATION
Phone #: ( 910 ) 646-3700
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff from all impervious surfaces on site will be treated in 2 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 II - Post Construction
3. Stormwater runoff from this project drains to the
4. Total Property Area: 15.52 acres
River basin.
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area*: 15.52 acres
Total project area shall be calculated to exclude the following the normal ppool of imppounded structures, the area
between the banks of streams and rivers, the area below the Normal High ater (NM line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 25.62 %
9. How many drainage areas does the project have? 2 (For high densihj, count I for each proposed engineered
stor avater BMP. For low densihj and other projects, use I for the whole properly/ 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.
RECEIVED
AUG 16 2010
BY:
Form SWU-101 Version 071un2010 Page 3 of 7

Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
Receiving Stream Name
UT at Wananish
UT at Wananish
Stream Class *
C, Sw *
C, Sw
Stream Index Number *
15-2-2
15-2-2
1
Total Drainage Area (so
375,811
91,433
On -site Drainage Area (so
375,811
91,433
Off -site Drainage Area (sf)
1 0
1 0
Proposed Impervious Area** (so
133,101
40,013
% Impervious Area** total
35.42
43.77
Impervious" Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
104,500
27,500
On -site Streets (so
28,569
12,481
On -site Parking (so
0
0
On -site Sidewalks (so
0
0
Other on -site (so
32
32
Future (so
0
0
Off -site (so
0
0
Existing BUA*** (so
0
0
Total (so:
1 133,101
40,013
* Stream Class and Index Number can be determined at: littp://portal.ncdenr.or nebhoq/ps/csu/classiflrntions
** Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DWQ Central Office staff to check if the project is =AUG1
Endangered Species watershed that may be subject to more stringent stormwater requir
V. SUPPLEMENT AND O&M FORMS The applicable state stormwater management permit supplement and operationmusfbe submitted for each BMP specified for this project. The latest versions of
from httr)://t)ortai.ncdenr.ore/web/wci/ws/su/bmo-manual.
VI. 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 htW://portal.ncdenr.org/web/wy/ws/su/statesw/forms docs. 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. ncdennorg/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://portalmcdennorg/web/wg/ws/su/statesw/forms docs.
1. Original and one copy of the Stormwater Management Permit Application Form. J Bm
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants J BA
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M JJ
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to Jim-
http://www.envhelp.org/pages/onestopexpress.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.)
Form SWU-101 Version 07Jun2010 Page 4 of 7

5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
J BM
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
p
J pM
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, dated
signed and calculations.
UM
U
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
JIM
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. 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.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
in. 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 who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
J BM
V)
Copy of any applicable soils report with the associated SHWT 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"xl l" 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].)
JJ BM
A copy of the most current property deed. Deed book: 819 Page No: 260
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 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. DT
http://www.secretary.state.nc.us/Corporations/CSearch.aWxx 1CFT�TTu,r
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS AUG 1 6 2010
For all subdivisions, outparcels, and future development, the appropriate pr restrictions and pro tive
covenants are required to be recorded prior to the sale of any lot. If lot sizes nti or the p posed
BUA allocations vary,.a table listing each lot number, lot size, and the allowable built -upon ar 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.
Form SWU-101 Version 07Jun2010 Page 5 of 7

VIII. 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
Consulting Firm: Malpass Engineering, P.C.
Mailing Address: 1134 Shipyard Blvd
City: Wilmington State: NC Zip: 28412
Phone: ( 910 ) 392-5243
Email: [e-mail]
Fax: ( 910 ) 392-5203
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled ont, complete this
section)
I, (print or type name 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, item la) with (print or h/pe name of organization listed in
Contact lnfornation,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.
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.
Signature: Date:
I, a Notary Public for the State of County of
do hereby certify that personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
RECEIVED
AUG 1 6 2010
BY:
Form SWU-101 Version 07Jun2010 Page 6 of 7

• X. APPLICANT'S CERTIFICATION
I, (print or hjpe name of person listed in Contact Information, item la) Tamie Malpass
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 2H .1000, SL 2006-246 (Ph. Il - Post Construction) or SL 2008-211.
Date: 3' /0
NC County of
CGIu mbU s do hereby certify that Jarn; e Mal.pass personally appeared
before me this 'J_rdday of Au A� . ZUI U , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, l YYKA D 44k2
SEAL
My commission expires &r i I Z (p, 2013
NUG 16 Jot
Fonn SWU-101 Version 07Jun2010 Page 7 of 7

Permit Number: ✓�l/ �O��D/
(to be provided by DWQ)
Drainage, Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I 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.
Thissystem(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 y�
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment. r
After the wet detention pond is established, it should be inspected once a nth and/
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inchekif
°
Coastal County). Records of operation and maintenance should be kept in a n 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 l 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 application.
Vegetation is too short or too
Maintain vegetation at a height of
I
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potential roblem:
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.
gECEIV>�li
AUG 16 2010
Form SW401-Wet Detention Basin O&M-Rev.4 BY: —� Page 2 of 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. if applicable)
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 6.75 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 3.75 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
89 j 1
-----------------
FOREBAY
BASIN DIAGRAM
6(i11 in the blanks)
Lft Min.
Sediment
Storage
Form SW401-Wet Detention Basin O&M-Rev.4
Permanent Pool Elevation 92.75
Pool
\ Sediment Removal Elevation 86
-------------------------
Bottom Elevation
MAIN POND
RE9CE1VED
AUG 16 2010
BY: - I
Page 3 of 4
Storage

Permit Number:
(to be provided by DWQ)
I 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:
BMP drainage area number:
Print name: South Side Developers, Inc., Jamie Malaass
Address: 433 Lennon Road Delco, NC 28436
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, Axm n *-). GaM` &Nj a Notary Public for the State of
�C , County of CG I u m bu S do hereby certify that
38m i P IYl aloass personally anneared before me this 3`d
day of _'AID , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SEAL
My commission expiresT, ZG13
ECEIVED
AUG 16 2010
IQv
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

Permit No.
(to be Provided by DWQ)
®m OF W ATEH
Sx^� O� OG
aV DEHR o <
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of fhe required information.
Date 811612010
Drainage area number 1
She Characteristics
Drainage area
375,811 ftz
Impervious area, post -development
133,101 f?
%impervious
35.42 %
Design rainfall depth
1.0 in
Storage Volume: Non -SA Waters
Minimum volume required
11,550ft" OK
Volume provided
16,982 ft'
OK, volume provided is equal to or In excess of volume required.
Storage Volume: SA Waters
1.5" runoff volume
Pre -development l-yr, 24-hr runoff
it,
Post -development 1-yr, 24-hr runoff
If
Minimum volume required
ft
Volume provided to
Peak Flow Calculations
Is the pre/post control of the lyr 24hr stone peak flow required?
N (Y or N)
1-yr, 24-hr rainfall depth
in
Rational C, pre -development _
limitless)
Rational C, post -development
lunilless)
Rainfall intensity: 1-yr, 24-hr stone
in/fir
Pre -development 1-yr, 24-hr peak flow
ft Isec
Post -development l-yr, 24-hr peak flow
fe/sec
Pre/Post 1-yr, 24-hr peak flow control
fe/sec
Elevations
Temporary pool elevation
93.85 fmsl
r+Li'IV Y
Permanent pool elevation
elevation approx. at the �. pool elevation)
92.75 finalSHWT
93.25 first
6 2U1�
Top of Oft vegetated shelf elevation
93.25 finial
pUG l
Bottom of 10ft vegetated shelf elevation
92.25 (mill
Sediment deanout, top elevation (bottom of pond)
86.00 lmsl
Sediment deanout, bottom elevation -
85.00 fmsl
B�
Sediment storage provided
1.00 it
Is there additional volume stoned above the state -required temp. pool?
N (Y or N)
Elevation of the top of the additional volume -
final
From SW401-Wet Detention Basto-Reve-9/17f09 Pens I. a II. Design Summery, Page 1 or 2

Permit No.
no be provided by DWD)
11T DESIGNIINFORMATIONi9u, 'xil� , ti._ d !11h1� t '� �'II� �',.,"nd 'I e.: 1I`1, {t7,i+d�'119nq i•aj gym, 1 N li ;- nrz
4 il1 Y �i�.11 _. 1 �..)u
Surface Areas
Area, temporary pool
17,097 ft'
Area REQUIRED, permanent pool
11,T76 ft'
SAIDA ratio
3.13 (unitless)
Area PROVIDED, permanent pool, Ape,,,
12,537 W
OK
Area, bottom of 10ft vegetated shelf, A,_,,,,
9.288. fe
Area, sediment deanout, top elevation (bottom of pond), A..,
1,481 8`
Volumes
Volume, temporary pod
16,982 ft'
OK
Volume, permanent pod, V.-P.
35.946 ft'
Volume, forebay (sum of forebays if more than one forebay)
7,467 ft'
Forebay % of permanent pool volume
20.8% %
OK
SAIDA Table Date
Design TSS removal
- 90 %
Coastal SAIDA Table Used?
Y (Y or N)
MountaiNPiedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
3.13 (undless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, Vpe,,,_�
35,846 ft'
Area provided, permanent pool, Ap _pw
12,537 ft
Average depth calculated
- ft
Need 3 ft min.
Average depth used in SAIDA, d„, (Round to nearest 0.5ft)
ft
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pod, Ape,,,ypa
12,537 ft
Area, bottom of 10ft vegetated shelf, A, aa1
9,288 ft
Area, sediment deanod, top elevation (bottom of pond), Ate,.
1,481 fe
'Depth' (distance bfw bottom of 1Oft shelf and top of sediment)
6.25 ft
Average depth calculated -
4.05 ft
OK
Average depth used in SAIDA. d„, (Round to nearest 0.5ft)
4.0 ft
OK
Drawdown Calculations
Drawdown through orifice? -
Y (Y or N)
Diameter of orifice (If circular)
1.50 in
Area of orifice (9-noncimular)
in'
Coefficient of discharge (Co)
0.60 (unitless)
Driving head (H.)
0.38 It
Drawdown through weir?
N (Y or N)
Weir type
limitless)
Coefficient of discharge (Ce)
limitless)
Length of weir (L)
It
Driving head (H)
It
Pre -development 1-yr, 24-hr peak flow
felsec
Post -development 1-yr, 24-hr peak flow
fi Isec
Storage volume discharge rate (through discharge orifice or weir)
0.04 ft/sec
Storage volume drawdown time
3.67 days
Additional fnfomlation
Vegetated side slopes
3 :1
Vegetated shelf slope
10 :1
Vegetated shelf width
10.0 It
Length of 6owpath to width ratio
5 :1
Length to width ratio
4.6 :1
Trash rack for overflow 8 orifice?
Y (Y or N)
Freeboard provided
2.2 1f
Vegetated filter provided?
N (Y or N)
Recorded drainage easement provided?
Y (Y or N)
Capures all runoff at ultimate build -out?
Y (Y or N)
Drain mechanism for maintenance or emergencies is:
Pump
Storage volume discharge rate greater than predev. 1y24hr.
OK, draws down in 2-5 days.
OK CEly 1'
OK
OK
OK p�G
OK
OK
OK $�
OK
OK
OK
Form SW401-Wet Detemion Basin-Rev.8-9)17)09 Parts 1. 611. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
III: TREQUIRED;ITEMS CHECKLIST„ "� ,gd'rp- ,� ri'.n
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. M a
requirement has not been met, attach justification.
Page/ Plan
Initials
EPAo.
SheGtN
°
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 (ROM,
- Overflow device, and
- Boundaries of drainage easement.
Q
y
' /�
! A
Ulll
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, RECETV
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section, AUG 16 2010
- Vegetation specification for planting shelf; and
� Q�
k
A
- Filter ship.
gY:_----
J Ulr
3. Section view of the wet detention basin 0" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
,n
Ilk
p
1H
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
SQ
on the plans prior to use as a wet detention basin.
QMs�
Vl4
[AIGI6gW
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
���
V DIM
(00
iiW
to verify volume provided.
SIG
6. A construction sequence that shows how the wet'detention basin will be protected from sediment untilthe
v�►
see
entire drainage area is stabilized.
7. The supporting calculations.
ppw/�yw��
�l 01r1
S
a1t4c�ed
.8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
QM
V WII
Ste
iFgc
9. A copy of the deed restrictions (if required).
Se hed
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.
Forth SW401-Wet Detention Basin-Rev.8-9/17/09 Part III. Required Items Checklist, Page 1 of 1

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, JaKe Mc�mss S1bQVJ
adknowledge, 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 ensul ongoing compliance with State Stormwater
Management Permit Number _5',09 lwofa 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 5,500 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:
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.
7. 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 swa/es 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.
AUG 16 2010
Form DRPC-3 Rev.2 05Nov2009 Page I of 2

Huh Density Residential Subdivisions
Deed Restrictions & Protective Covenances
W
a Notary Public in the
State of NC. County of CCL_ Arm /3LO 5
do hereby certify that a rn i e Y)'1 e 112@S5 personally appeared
before me this the _ lD� day of Algy - 2010 and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
"A/, SEAL
Signature
My Commission expires 841 l W 001
DECEIVED
AUG 16 2010
BY:�_
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 2007 03065 County: Columbus USGS Quad: Lake Waccamaw West
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner: South Side Develomrs, Inc. Agent: Coastal Environmental Consulting, Inc.
Attn: Jamie Mahmss attn: Harvey E. Clifton, Jr.
Address: 846 Livingston Chapel Road Address: P.O. Box 15102
Delco. NC 28436 Wilminaton, NC 28408
Size and location of property (water body, road name/number, town, etc.): The property is located 700 feet south of church
Street on the east side of McRae Lane, Lake Waccamaw, Columbus County, North Carolina. The Drolect is a new subdivision
to be called Bristol
Description of projects area and activity: The project involves permanent impacts to less than 0.01 ac. jurisdictional
wetlands part of the infrastructure of a new subdivision to be called Bristol Bay.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: NW-18
,SEE ATTACHED NATIONWIDE AND SPECIAL CONDITIONS.
Your work is authorized by the above referenced permit providedit is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated 5/3/2010, and supplemental information sent via
email dated 5/14/2010. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to be modified,
reissued, or revoked prior to March 18, 2012. It is incumbent upon you to remain informed of changes to the NWPs. We will issue a
public notice when the NWPs are reissued. Furthermore, if you commence or are under contract to commence this activity before the
e that the relevant nationwide permit is modified or revoked, you will have twelve (12) months from the date of the modification or
revocation of the NWP to complete the activity under the present terms and conditions of this nationwide permit.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact David E. Bailey at 910-251-4469.
Corps Regulatory Official
Expiration Date of Verification: 3/18=2
Date: 5/14/2010
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the attached customer Satisfaction Survey or visit hgp://per'L=.usace.armv.mil/survey.html to complete the survey
online.
Copy Furnished:
NCDENR-DWQ, attn: Chad Coburn, 127 Cardinal Drive Extension, Wilmington, NC 28405
SEP 2 3 2010
Y:
Page 1 of 5

RECDSEP23201O
Malpass Engineering, P.C.
1134 Shipyard Blvd.
Wilmington,. NC 28412
Phone: [phone]
Fax: [phone]
License No. C-2320
September 23, 2010
To: Kelly Johnson
Environmental Engineer
Re: Bristol Bay (SW8 100807)
Request for Additional Information
Ms. Johnson,
The following items have been addressed per your September 21, 2010 letter:
1. a) Since we do not know the exact location of the houses the drainage area for
each pond is the area inside the drainage area line plus 5,500 square feet per
lot. Also, per note #16 the roof drains and impervious areas from all lots are
to be directed to the street in front of itself.
b) Per the proposed grades on the plan and note #16, any pervious area outside
of the drainage area lines shall drain to the wetlands.
2. The drainage easement has been labeled around the ponds. Also, see note #22.
3. Approval has been obtained from the USACOE (see attached permit).
Two sets of the revised plan and a copy of the cover sheet of the USACOE permit are
provided. The only revision was labeling the drainage easements around the ponds.
Thanks,
Justin Bishop, P.E.

MOVE
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
September 21, 2010
Mr. Jamie Malpass, President
South Side Developers, Inc.
846 Livingston Chapel Road
Delco, NC 28436
Division of Water Quality
Coleen H. Sullins
Director
Subject: Request for Additional Information
Stormwater Project No. SW8100807
Bristol Bay
Columbus County
Dear Mr. Malpass:
Dee Freeman
Secretary
The Wilmington Regional Office received and accepted a State Stormwater Management Permit
Application for Bristol Bay on August 16, 2010. A preliminary in-depth review of that information
has determined that the application is not complete. The following information is needed to
continue the stormwater review:
Drainage Area:
a. Location: A drainage area map was provided, however, the drainage area
does not contain the area where houses will likely be built. For many lots, the
line bisects the lot through the middle of the area labeled as the building pad.
Please provide a drainage area map that clearly shows that all of the
impervious area for the project will be directed to the appropriate pond.
b. Proposed Grading: Please provide proposed grading to support the location
of the drainage area lines.
2. Drainage Easements: Drainage easements are provided throughout the
property, but please ensure that the ponds are located inside drainage
easements.
3. Relocated Wetland Strips: Please ensure that you have contacted the
appropriate agenc(ies) to obtain the appropriate approvals for relocating
wetlands. Approval of the stormwater permit does not approval the relocation of
wetlands.
4. Please remember that a change to one number may have a domino effect on
other numbers. Please check all plans, calculations and forms and make
changes as needed.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to October 21, 2010, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone]FAX: 910-350-Mk Customer Service:1-877-623-6748 N �}}�{Carc)fiina
ww. Internet wrimillarglelk.org ��
M Equal Opportu* l Arfimative ActlDn Employer

Bristol Bay
September 21, 2010
If you need additional time to submit the information, please mail, email or fax your request for a
time extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information. The
Division is allowed 90 days from the receipt of a completed application to issue the permit
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable. If
you have any questions concerning this matter please feel free to call me at [phone] or
email me at [e-mail].
Johnson
Engineer
GDS/kpj: S:\WQS\STORMWATERIADDINFO120101100607.sep10
cc: Jeff Malpass, PE, Malpass Engineering
Wilmington Regional Office Stormwater File
Page 2 of 2

Malpass Engineering, P.C.
1134 Shipyard Blvd.
Wilmington, NC 28412
Phone: [phone]
Fax: [phone] ^
License No. C-2320 /\ RECT S E P a qp'a
September 14, 2010 (I �C1+N Nt GU
To: Jo Casmer \oo
Administrative Assistant
Re: Bristol Bay / l
Ms. Casmer,
Two sets of revised plans and a revised narrative are provided. The following revisions
were made:
-Adjusted location of Pond #1 outlet structure and outfall pipe.
-Added Temporary Swale #5.
-Adjusted Swale #1 & 93 details.
-Added cross section details of Swale #1 at locations A -A and B-B.
Thanks,
Justin Bishop, P.E.
5U 14J.

Narrative
Description:
Travel approx. 6.85 miles west on NC-214 (Sam Potts Hwy) from the intersection of NC-
211 (Green Swamp Rd) & NC-214. Turn left onto Flemington Drive & travel approx.
0.03 miles. Turn left onto Church Street & travel approx. 0.48 miles. Turn right onto
McRae Lane & travel approx. 0.19 miles. The site is on the east side of McRae Lane.
Total site area is approx. 15.52 acres.
Total disturbed acreage is approx. 14.24 acres.
Soils to be disturbed are mainly Grifton (Gt) & Pender (Pe).
The purpose of this project is to create a residential subdivision. Stormwater runoff from
all impervious surfaces on the site will be treated in 2 proposed stormwater ponds. Other
runoff from the site will either sheet flow through a swale to an existing town pond, or
sheet flow to an existing wetland and then through a swale to an existing town pond.
Off -site runoff is bypassed through the site at 2 locations (through wetlands & through
swale adjacent to the southern property line).
Erosion Control Measures:
The attached plans and specifications state or show required Sediment and Erosion
Control measures to be taken.
Gravel construction entrance will be installed at both proposed entrances to the site as
shown on plan.
Silt fence will be installed as shown on plan.
Inlet protection will be installed as shown on plan.
Outlet protection will be installed as shown on plan.
Pond # 1 will serve as a rock dam and pond #2 will serve as a sediment trap during
construction.
Temporary porous baffles will be installed as shown on plan.
Seeding and mulching as indicated on plan.
Construction Sequence:
The gravel construction entrances and silt fence will be installed immediately.
Then the proposed swales and ponds shall be excavated and the storm drain pipe may be
installed. Inlet and outlet protection is to be installed. Proposed swales shall be
stabilized prior to any rainfall event. Temporary porous baffles shall be installed.. Sheet
metal shall be installed in existing ditch. Then clearing of the site may begin and utilities
may be installed. Any disturbed area within McRae Lane right-of-way shall be seeded
and stabilized with excelsior mat or mulch at the end of each day. Roads shall be
installed. Upon completion of any phase of activity side slopes will be seeded/stabilized
within 21 days of no construction, all other disturbed areas will be seeded/stabilized
within 15 days of no construction.
SEP 14 2W

Malpass Engineering, P.C.
1134 Shipyard Blvd.
Wilmington, NC 28412
Phone: [phone]
Fax: [phone]
License No. C-2320 Q p
1'Dp
l0
August 26, 2010
To: Jo Casmer
Administrative Assistant
Re: Bristol Bay
Ms. Casmer,
WnAUG 262010
A revised soils report is provided for the above referenced project which was submitted
on Monday, August 16, 2010.
Thanks,
Justin Bishop, P.E.
AUG 2 6 2010

LMG
LAND MANAGEMENT GROUP INC.
Environmental Consultants RECEIVED
AUG 2 6 2010
August 19, 2010 BY:
Jeff Malvass
Malpass Engineering, PC
1134 Shipyard Blvd.
Wilmington, NC 28412
Reference: Stormwater seasonal high water table study for the proposed retention pond
areas for the Bristol Bay S/D, located off of McRae Ln., in Lake Waccamaw. NC.
Dear Mr. Malpass:
On Tuesday, August 3, 2010, Land Management Group, Inc. had the pleasure of
evaluating the proposed retention areas for the Bristol Bay S/D. The purpose of the
evaluation was to describe the soil profile, quantify the depth to the seasonal high water
table and to inform the project engineer of any potential limitations of this project.
The soils at this site are mapped as the poorly drained Grifton soil series in the
Soil Survey of Columbus County (USDA. 1990). Actual soil boring 1 and 2, confirms
the soil to be a moderately well drained Grifton soil series, Appendix A. The Grifton
Complex soil series can best be described as soils that formed from sandy and loamy
marine sediment on flats and low ridges underlain by Marl and Limestone.
The seasonal high water table is normally evident by observation of
redoximorphic features suggesting past conditions of saturation and reduction. There is
evidence of relic redoximorphic features 2T' from the soil surface in borings 1 and 28" in.
boring 2 of the proposed retention areas (see testing locations in Appendix A and
complete soil profile notes in Appendix B). From observation of regional drainage and
hydrologic diversion from development of the town within the immediate area, the
contemporary seasonal high water table is believed to be around 42" from the existing
soil surface in boring 1 and around 48" from the soil surface in boring 2. All recorded
depths are from the existing surface as noted in the soil boring notes. The official
published description and physical and chemical data for the Woodington soil series are
shown in Appendix C for comparison.
The basin area denoted by boring 2 is adjacent to a 404 wetland boundary. In
order to maintain that the retention pond does not drain the adjacent wetland it is
recommended that an approved barrier of either Clay or Plastic be installed on the 404
wetland side of the retention pond area to a depth of 0.5 feet below the surface to a depth
i foot below the permanent pool elevation which is approximately 91.5 feet above MSL
(See test area map for barrier layout Appendix A).
It was requested by the project engineer that LMG suggest the depth of any
potential liner that will be installed if the permanent pool elevation is more than 6" below
the SHWT. Table 1 shows the recommended liner installation depth in reference to each
soil boring location. In pond 1 the permanent pool elevation provided by the project
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington, NC 28402

engineer was 92.75 feet above mean sea level (MSL). In borings 1 the permanent pool
elevation is at 0.5 feet below the SHWT: therefore, LMG does not propose that a liner be
installed for this pond. Official elevation data was provided by the proiect engineer.
Table 1. Elevation Data With Respect to Existing Ground Surface and SHWT
HOLE
GROUND
SHWT
ELEVATION
Permanent
Recommended
Pool
Elevation
#
ELEVATION
D th of Liner
Bl
96.75
93.25
92.75
NA
B2
95.28
91.28
92.5
91.5
�Qa
*Elevation
data provided by the proiect engineer
In summary, LMG has performed a site specific evaluation within the stormwater
retention areas. This area has soils that have a relic seasonal high water table at 27" in
boring 1 and 28" in boring 2 from the existing surface. From the observation of existing
regional drainage within the immediate area, the contemporary seasonal high water table
is believed to be around 42" (93.25 feet above MSL) from the existing surface in boring 1
and 48" (91.28 feet above MSL) from the soil surface in boring 2, these depths to the
seasonal high water table should be used for design purposes. It is recommended by
LMG that a liner be installed in the basin denoted by boring 2 to a depth of 91.5 feet
above MSL (See test area map for proposed liner layout Appendix A). Please do not
hesitate to contact me if you have any questions with this report. I may be reached at
910-452-0001, 910-471-0505 or at nhowell a,lmgroup.net
Sincerely.
i�
Nick Howell
NC.. T.ieenced Snil Crientict 01994

Bristol Bay S/D
Stormwater Evaluation
Test Area Map
August 19, 2010
Land Management Group, Inc.
Environmental Comuttuft
PO BOX 2522
W iWoogha4 N.C. 28M
www.LVA3r*ugLnVt
1-8664-ANG-1073
(910}
- Reference. 2006 NAPP Color Areiai
Photo
- Taxparcel, 404 Wetiand Boundary
and proposed Retention Pond Areas
provided by the Project Engineer.
- This is NOT a Survey.

Boring 1 Micro Ridge 0-1% Grifton Soil Series
A— 0-6" Loamy Sand, granular, very friable non sticky non plastic, 1 OYR 3/1.
AE — 6-13" Loamy Sand granular, very friable non sticky non plastic, 1 OYR 4/3.
E — 13-18" Loamy Sand, granular very friable non sticky non plastic, 1 OYR 6/4.
Btl — 18-27" Sandy Loam, weak medium subangular blocky friable slightly sticky non
plastic, 1 OYR 5/6 with I OYR 5/8 mottles.
Bt2 — 27-48 Sandy Clay Loam, friable slightly sticky slightly plastic, 1 OYR 5/8 with
2.5Y 6/2 mottles.
Btg — 48-63"+ Sandy Clay Loam, weak medium subangular blocky friable slightly sticky
slightly plastic, 2.5Y 6/2 with 1 OYR 5/8 mottles.
Physical Water: NA
Relic SHWT: 27"
Contemporary SHWT: - 42" due to regional drainage
Boring 2 Micro Ridge 0-1% Grifton Soil Series
Fill - 0-5" Mixed Coarse Loamy Fill (relic ditch spoil)
A — 5-13" Loamy Sand, granular, very friable non sticky non plastic, 1 OYR 3/1.
E — 13-20" " Loamy Sand, granular very friable non sticky non plastic, I OYR 6/4.
Bt — 20-28" Sandy Loam, weak medium subangular blocky friable slightly sticky non
plastic, 1OYR 6/6 with I OYR 6/3 mottles.
Btg — 28-63" Sandy Clay Loam, weak medium subangular blocky friable slightly sticky
slightly plastic, 2.5Y 6/2 with 2.5Y 5/4 and 1 OYR 5/6 mottles.
Physical Water: NA
Relic SHWT: 28"
Contemporary SHWT: -- 48" due to regional drainage

Appendix C
Published Description and Chemical and Physical
Properties of the Grifton Soil Series.

8/17/2010 Official Series Description - GRIFFON S...
LOCATION GRIFTON NC+FL SC TN
Established Series
AG, Rev. MHC
07/1999
GRIFTON SERIES
The Griiton series consists of very deep, poorly drained, moderately permeable soils on uplands, stream
terraces, and flood plains in the Coastal Plain. The soils formed in loamy marine sediments and are underlain by
alluvial marly sands and clays. Slopes range from 0 to 2 percent. Mean annual temperature is 62 degrees F., and
mean annual precipitation is 49 inches near the type location.
TAXONOMIC CLASS: Fine -loamy, siliceous, semiactive, thermic Typic Endoaqualfs
TYPICAL PEDON: Griffon sandy loam --cultivated. (Colors are for moist soil unless otherwise stated.)
Ap--O to 8 itches; dark gray (1 OYR 4/1) sandy loam; weak medium granular structure; very friable; common
fine roots; strongly acid; abrupt smooth boundary. (4 to 9 inches thick)
Eg--8 to 12 inches; light brownish gay (10YR 6/2) sandy loam; conunon medium faint grayish brown (1 OYR
5/2) and few medium distinct brownish yellow (1 OYR 6/8) soft masses of iron accumulation; weak medium
granular structure; very friable; common fate roots; strongly acid; clear wavy boundary. (4 to 12 inches thick)
BEg--12 to 15 inches; light brownish gay (i OYR 6/2) sandy loam; common medium faint gray (I OYR 6/1) iron
depletions and few medium distinct brownish yellow (I OYR 6/8) soft masses of iron accumulation; weak fine
subangular blocky structure; very friable; common fine roots; strongly acid; clear wavy boundary. (0 to 9 inches
thick)
Btgl--15 to 32 inches; gay (1 OYR 6/1) sandy clay loam, with lenses of sandy loam; common fine prominent
reddish yellow (7.5YR 6/8) soft masses of iron accumulation; slightly sticky, slightly plastic; common fine and
medium pores; few faint clay films on faces of peds and on pores; strongly acid; gradual wavy boundary.
Btg2--32 to 40 inches; gray (1 OYR 6/I) sandy loam with lenses of sandy clay loam and loamy sand; common
coarse distinct yellowish brown (I OYR 5/6) soft masses of iron accumulation and brown (I OYR 5/3) iron
depletions; weak fine subangular blocky structure; friable; slightly sticky, slightly plastic; conunomfine and
medium pores; neutral; gradual wavy boundary. (Combined thickness ofBtg horizons is 18 to 50 inches.)
Cg--40 to 58 inches; gay (1 OYR 6/1) loamy sand with thin lenses of sandy clay loam; massive; friable;
moderately alkaline; gradual boundary. (0 to 20 inches thick)
2Cg--58 to 70 inches;. greenish gay (5GY 511) marly sandy loam with thin lenses of clay; massive; friable;
moderately alkaline.
TYPE LOCATION: Lenoir County, North Carolina; 7 miles southeast of Kinston; 1/4 mile southeast of
intersection of State Road 1903 and State Road 1915 in cultivated field south of State Road 1915.
.usda.gov/osd/dat/G/GRIFFON.html 1/4

8/17/2010 . Official Series Description - GRIF70N 5...
RANGE IN CHARACTERISTICS: Solum thickness ranges from 40 to 70 inches. Reaction ranges from very
strongly acid to neutral in the A, E, and upper B horizons, unless limed, and from moderately acid to moderately
alkaline in the lower Band C horizons. Soft to hard marl fragments and iron -manganese concretions.range from
none to common in the lower B and C horizons.
The Ap or A horizon has hue of 1 OYR or 2.5Y or is neutral, value of 2 to 5, and chroma of 0 to 2. Texture is
loamy sand, loamy fine sand, sandy loam, or fine sandy loam.
The Eg horizon, where present, has hue of 1 OYR or 2.5Y, value of 4 to 7, and chroma of I or 2. Mottles with
chroma of 3 or more and in shades of yellow or brown are few to common in Eg horizons that have dominant
chroma of 2. Texture is loamy sand, loamy fine'sand, sandy loam, or fine sandy loam
The BEg horizon has hue of I OYR or 2.5Y, value of 5 or 7, and chroma of I or 2. Mottles in shades of yellow,
brown, or red and with chroma of or more are in BEg horizons that have dominant chroma of 2. Texture is
sandy loam fine sandy loam, sandy clay loam, or rarely loamy sand or loamy fine sand.
The Btg horizon has hue of 1 OYR to 5Y or it is neutral, value of 4 to 7, and chroma of 0 to 2. Mottles in shades
of brown, yellow or red and with chroma of 3 or more are in Btg horizons that have dominant chroma oft.
Texture is dominantly sandy clay loam but may be sandy loam or clay loam. Some pedons have thin lenses of
loamy sand or fine sandy loam in the Btg horizon.
The BCg horizon, where present, has hue of 1 OYR to 5Y or it is neutral, value of to 7, and chroma of 0 to 2.
This horizon in many pedons has mottles in shades of brown, yellow, red, or gray. If any part of the BCg horizon
is within a 30 inch depth and has dominant chroma of 2, there are few to common mottles with chroma of 3 or
more and in shades of yellow, brown, or red. Texture is sandy loam or fine sandy loam, and there may be thin
lenses of loamy sand, sandy clay loam, clay loam, sandy clay, or clay.
The Cg horizon has hue of 1 OYR to 5GY or it is neutral, value of 4 to 7, and chroma of 0 to 2. Texture is loamy
sand, loamy fine sand, fine sandy loam, or sandy loam, and may include thin lenses of sandy clay loam, clay loam,
or sandy clay.
The 2Cg horizon has hue of 1 OYR to 5GY or is neutral, value of to 8, and chroma of 0 to 2. Texture is
variable, ranging from fine sand to clay and the material is marly.
COMPETING SERIES: (This section not updated; 6/16/97) These are the Rigolette and Tooterville series.
They differ from Griffon by not having a many 2Cg horizon.
GEOGRAPHIC SETTING: Griftonsoiils are on nearly level uplands, stream terraces, and flood plains in the
Coastal Plain at elevations of generally less than 100 feet. Slopes range from 0 to 2 percent. The soils formed in
loamy marine sediments and are underlain by alluvial marly sands and clays. Near the type location, mean
temperature is 62 degees F., and average annual precipitation is about 49 inches.
GEOGRAPHICALLY ASSOCIATED SOILS: These are the Lumbee, Lvnchbivg Messer, Rants,
Wadmalaw, and Woodington series. Lumbee, Lynchburg Rains soils are more acid throughout and have less
than 35 percent base saturation. Ivleggett soils contain more than 35 percent clay in the Btg horizon, and
Wadmalaw soils have an umbric epipedon.
...usda.aov/osd/dat/G/GRIFTON.html 2/4

8/17120.10 . Official Series Description - GRIFTON S...
DRAINAGE AND PERMEABILITY: Poorly drained; slow runt moderate permeabrk. The water table
is within 10 inches of the soil surface for 2 to 6 months n1 most years.
USE AND VEGETATION: About one-third of the acreage is cleared and used for row crops or pasture, and
the rest is mainly in forest. Chief crops grown are com, soybeans, fescue, and ladino clover. Common trees
include loblolly pine, water oak, southem red oak, white oak, yellow poplar, blackgum, baldcypress, American
sycamore, water tupelo, red maple, sweetwm, and willow oak. Understory plants include American holly,
sourwood, greenbrier, flowering dogwood, ink -berry (bitter gallberry), switchcane, dwarf palmetto, southern
bayberry (wamyrtle), brackenfem, and poison ivy.
DISTRIBUTION AND EXTENT: Coastal Plain ofNorth Carolina, South Carolina, Florida, and Tennessee,
and possibly Georgia and Virginia. Extent of the series is small
MLRA OFFICE RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED: Lenoir County, North Carolina; 1973.
REMARKS: The April 1993 revision places the Griffon series in fine -loamy, siliceous, thermic Typic
Endoaqualfs.
Diagnostic horizons and and soil properties recognized in the typical pedon are:
Ochric epipedon - zone from the surface to a depth of 12 inches (Ap and E horizons)
Argi is horizon - zone between 15 and 40 inches (Big horizon)
ADDITIONAL DATA: North Carolina State University, Raleigh, North Carolina; 70NC-54-40-1 gives
mineralogy and base (saturation data.
MLRA(S): 133A, 153X 153B
TABULAR SERIES DATA:
SOI-5 Soil Name Slope Airtemp FrFr/Seas Precip Elevation
NCO034 GRIFTON 0- 2 59- 64 185-240 45- 55 30- 100
SOI-5 F1oodL F1oodH Watertable Kind Months Bedrock Hardness
NCO034 NONE COMMON 0-1.0 APPARENT DEC -MAY 60-60
SOI-5
Depth
Texture
3-Inch
No-10
Clay%
-CEC-
NC0034
0-15
SL FSL
0- 0
95-100
7-18
5-
20
NCO034
0-15
LS LFS
0- 0
95-100
2-10
5-
15
NCO034
15-40
SL SCL
CL
0- 0
95-100
18-35
5-
25
NCO034
40-58
LS SL
0- 0
95-100
2-18
1-
10
NCO034
58-70
VAR
-
-
-
-
SOI-5
Depth
-pH-
O.M.
Salin
Permeab
Shnk-Swll
NCO034
0-15
4.5- 6.5
2.-4.
0-
0
2.0-
6.0
LOW
NCO034
0-15
4.5- 6.5
2.-4.
0-
0
6.0-
20
LOW
NCO034
15-40
4.5- 7.3
0.-1.
0-
0
0.6-
2.0
LOW
NCO034
40-58
5.6- 8.4
0.-.5
0-
0
2.0-
20
LOW
..:usda.00v/osd/dat/G/GRIFTON.htmi
3/4

8/17./2Q10 -
%NC0034 58-70
Official Series Description - GRIFI-ON S...
National Cooperative Soil Survey
U.S.A.
...usda.gov/osd/dat/G/GRIFrON.htm] 4/4

KC'D AU316 Z04
Malpass Engineering, P.0
1134 Shipyard Blvd.
Wilmington, NC 28412
Phone: [phone]
Fax: [phone]
License No. C-2320
August 16, 2010
To: Jo Casmer
Administrative Assistant
Re: Bristol Bay
Ms. Casmer,
The stormwater submittal package for a project named Bristol Bay is provided.
Thanks,
Justin Bishop, P.E.
AUG 16 2010

STORMWATER CALCULATIONS
BRISTOL BAY
FOR:
SOUTH SIDE DEVELOPERS, INC.
433 LENNON ROAD
DELCO, NORTH CAROLINA 28436
AUG 16 Zoo
JULY 28, 2010
PREPARED BY:
MALPASS ENGINEERING, P.C.
1134 SHIPYARD BOULEVARD
WILMINGTON, N.C. 28412
[phone] PHONE.
[phone] FAX -

Br 54
w
IL
0
.ro
5
a
s
w0
ON
t-a)
nd
m
� C
O C
Z W
Pond # 1
JA 3.07,061: + 17 (5500) + z (5,500) =
19 Ioh x 5,500 Sf = 109) 500 4
naJS = 2-81569 4
2 e,iirgnce colurms x 16 Sr = 3Z Sr
1331101 -s�
13101
�
�° '_ x 100% = 35.42 Y
3.7 Sl;k
375)BI 1 4 -- 8,63ac
�use iwf = 3.3444C
�ur P� tn�:t ahI y ]
�_ jg(3,M`I)48 5.2A)
g. 0
809
use � f+ av9, depA 1 90 2 T55 Removal 2 Mlpp = 3.133670 (0,03)336)
mom, rf. S.A g PP = 0,031336 (375)811) = 11,777 sl
5A @ PP= Iz,537 4
mi1}, heQ, J��4MC
05 + , 009 (35,42) = , 368Z8
volume = ,Z (3 578)(375al l) = 1),550
�F
a+ 64 11,5570 al of s+veyge (I1,550 ; 12)537 = 93use
S=
172)g00 = 0.0668 d3
z
Qs— 11�550= y32�000= 0,07-68 c
iry 15,E or ce i,= C1 Z- 9(i2)]/3 = 0.37q #
i5 Z
Q= 0, 6[IT �Z) z(3z.2)(0.3�y) = 0.030 dj
drawJown -Ilene = (70.036`t )(Corl-60—ZI) = 3 b7 a4Y3

�15hl
N,
0
.y
a
E
w0
rU
m i
n m
o) N
rn rn
zw
Pond 2
d.a. = 63� 933 t
1yT. { 5 lots x
ndJ5 =
2 erdrnnce
5 `5500) q�j433 s� = 2.10
27 5D0 sF
121481 sW
c01unins K 16sf
y ()101-----
se „„f: I,o;4
Ar Pond muk only
= 32 sr^ CN— g8(I.vb`I�+80
2, 1
10013 —
q�1433 X 1 �7, = y3,777e
USe 3Qv, d 909n TSS fiem�va1 �{,9197% (0.049147)
9 � � 414 99 sf
mn. red, Sf1® PP = 0,04g147 (91)933) _
Prov �ed SA e PP = 61329 yF
rnrn. req, voluble _
R�= , 05- + , 009 (43,77) — 114393
Vo14me = IZ (,493g3)(91)433) = 3�383 cF
11e� a� IeAS� 3,383 ac of .76j, (3� 383 ' 6, 32:91 = 0.5`i�� 1 USe I
size or:Jic.e
QZ_ 3r3$3 ;- 172�800 = O.OlyS cfs
Q = 3,333 4321000 = 0,0079 ds
Iry I rr orifice h= C0,8 — ,5�12�� �3 = 0, 253
rrr (9i) 2(32.2)(0, 253) = 6313 A � aK
L
dnlWjown 11rce = C - o 13 1(60fx6Ox24)— 3, 61 days

POND #1
Perm. Pool Volume:
35,846 cu ft
Temp. Pool Volume:
16,982 cu ft
depth:
6.25 ft
Abot_shelf..
9.288 s.f.
Apennyool
12,537 s.f.
Abot_pond
1.481 s.f.
Permanent Pool
Forebay: CONTOUR INCREMENTAL
ACCUM
CONTOUR
AREA VOLUME
VOLUME
STAGE
(sq ft)
(cu ft)
(cu ft)
(ft)
�+
0
0
0
u 1
1r,3
1,467
1,467
1
91?
2,f1.
1,827
3,293
2
2,224
5,517
3
1,950
7,467
3.75
Main Pond:
CONTOUR INCREMENTAL ACCUM
CONTOUR AREA VOLUME VOLUME STAGE
(sq ft) (cu ft) (cu ft) (ft)
Forebay (%): 20.83 OK
dam= 0.25 x (1+(Abot_shelf I Aperm_lool)) +
(([(Abot_sherc + Abot_pond)121 x depth) I
Abot_shelf)
4.05 ft
0
0
0
1,757
1.757
1
`2,334
4,091
2
3,156
7,247
3
4.149
11,396
4
IJ4'
5,106
16,502
5
6,096
22,598
6
1,682
24,280
6.25
,
4,098
28,378
6.75
Temporary Pool
CONTOUR
INCREMENTAL
ACCUM
CONTOUR
AREA
VOLUME
VOLUME
STAGE
(sq ft)
(cu ft)
(cu ft)
(ft)
0
0
0
S�7'a�Tc
7,097
7,097
0.5
Ell'�
.17,�'
9;885
16,982
1.1

POND #2
Perth. Pool Volume:
14,542 cu ft
Temp. Pool Volume:
6,353 cu ft
depth:
4.50 ft
AboL shelf:
4,414s.f.
Aperm_lool
6, 329 s.f.
Abot_pond
880 s.f.
Permanent Pool
Forebay: CONTOUR INCREMENTAL
ACCUM
CONTOUR
AREA VOLUME
VOLUME
STAGE
(sq ft)
(cu ft)
(cu ft)
(ft)
112
112
0.5
326
438
1.5
486
924
2.5
.=.91
`q$yy
678
903
1,602
2,505
3.5
4.5
545
3,049
5
Forebay (%): 20.97 OK
d„= 0.25 x (1+(Abot_Shelf / Aperm_p001))+
(([(Abot_shelf + Abotyond) / 2] x depth) /
Abot_shelf)
3.12 It
Main Pond: CONTOUR INCREMENTAL
ACCUM
CONTOUR AREA VOLUME
VOLUME
STAGE
(sq ft) (ou ft)
(cu ft)
(ft)
0
0
0
502
502
0.5
1,386
1.888
1.5
1,920
3.808
2.5
77- 2,486
6,294
3.5
3,084
9,378
4.6
2,115
11,493
5
Temporary Pool
CONTOUR INCREMENTAL ACCUM
CONTOUR AREA VOLUME VOLUME STAGE
(sq ft) (cu ft) (ou ft) (ft)
0 0 0
3,722 3,722 0.5
• \Oj,�.N,sc :3 8 9B: 2.631 6,353 0.8

Project Name:
Bristol Bay
Pond #1
Date:
7/28/2010
Stormwater Outlet Structure Floatation Calculations
Outside Length of Structure (L,):
5
'ft
Inside Length of Structure (l;):
4
ft
Outside Width of Structure (W,):
5
It
Inside Width of Structure (W;):
4
ft
Height of Structure (Hs):
3.85
ft
Height to Ground (H,):
2.55
ft.
Base Length (Lb):
7
ft
Base Width ^):
7
ft
Base Thickness.(Tb):
0.5
ft
Grout Thickness (Tg):
0
ft
Weir Length 1 (L„):
0
ft
Weir Height 1 (H,,,,):
0
ft
Weir Length 2 ([-n):
0
It
Weir Height 2 (H, ):
0
ft
Diameter of Orifice (Do):
6
in
Diameter of Barrel (Db):
36
in
Number of Barrels (B,):
1
Volume of Water Displaced (V,,,e) _ [(Lb)'(Wb)'(Tb)] +
= 120.75 ft3
Weight of Water Displaced (W�) = 62.4
[(Lo)'(W.)'(H.)]
SECTION A
N.T.S.
(Vs) = 7,534.80 Ibs
Volume of Concrete (V,) _ [(Ln)'(Wb)'(Tn)] + ff(La)'(Wo)1 [(W'(WilD'(H.) - {(4.,)'(Hw,)*[(W.Y(WJY2)
- {(Lw )'(H.2)'[(Wo)•(1jVJU2) - (TT'[(D.)/12]2/4'[(W.)-(Willl2)
-{(B,)'TT'[(Db)/12]2/4'[(W.)-(WdY2)
55.52 ft3
Weight of Concrete (W,) = 144 (VJ = 7,994.52 Ibs
Weight of Soil over Base (W.) =
1840 / 27
' {[(Lb)'(Wb)]-[(L.)*(WJ]*(Hg))
= 4,170.67
Ibs
Weight of Grout Added (W,) =
144
' [([„)'(Wd'(Tg)1
= 0.00
Ibs
Total Downward Force (Fa) =
W,+ Ws+ Wo
= 12,165.19 Ibs
Factor of Safety
= F, / W,
= 1.61 OK

Project Name:
Bristol Bay
Pond #2
Date:
7/28/2010
Storrnwater Outlet Structure Floatation Calculations
Outside Length of Structure (L,):
6
ft
Inside Length of Structure (LJ:
5
It
Outside Width of Structure (W,):
5
It
Inside Width of Structure (W;):
4
ft
Height ofStructure(H,):
1.45
ft
Height to Ground (H,):
0.45
ft
Base Length (Lb):
8
ft
Base Width (Wb):
7
It
Base Thickness (T,):
0.5
ft
Grout Thickness (T,):
0
It
Weir Length 1 (L,,):
0
ft
Weir Height I (H,,):
0
It
Weir Length 2 (L�):
0
ft
Weir Height (H„2):
0
ft
Diameter of Orifice (D,):
1
in
Diameter of Barrel (Db):
15
in
Number of Barrels (B,):
2
Volume of Water Displaced (V„d) _ [(Lb)"(Wb)'(Tb)] +
71.50 ft3
Weight of Water Displaced (Ww) = 62.4
[(Lo)*(Wo)'(Hc)l
❑UTLET STRUCTURE DETAIL
N.T.S.
SECTION A
N.T.S.
(V,,,d) = 4;461.60 Ibs
Volume of Concrete (V,)
_ [(Lb)*(Wn)'(Tb)l
+ ([(Lb)*(Wo)1-[(L,)*M/JR"(Ho - ((Lw )*(Hwt)*I(Wo)-(WJ]/2)
- ((L» )`(Hv) [(Wo)-(Wi)]l2] - (Tr"[(Do)112f/4`[(We)-(W)U2)
-((Bn)"Tr`[(Db)/l2f/4'[(Wa)-(Wi))l2)
= 41.27
ft3
Weight of. Concrete (WJ
= 144
(V,) = 5,942.89 Ibs
Weight of Soil over Base (W,) =
1840 / 27
` ([(Lb)'(Wb)]-[(Lo)'(Wo)]'(Hd))
= 797.33
Ibs
Weight of Grout Added (W,) =
144
' [(L;)'(W J'(T,)]
= 0.00
Ibs
Total Downward Force (Fd) _.
W, + W, + Wg
= 6,740.23 Ibs
Factor of Safety
= Fd I W.
= 1.51 OK

North Carolina' Secretary of State
Page I of 1
: r
CORPORATIONS
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Elaine F. Marshall DEPARTMENT OFTLIE
Secretary SECRETARY OF STATE
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Corporation. Names
Name Name Type
NC SOUTH SIDE DEVELOPERS, INC. LEGAL
Business Corporation Information
Scale:
0786542
Status:
CURRENT-ACi]VE
Effective Date:
6/92005
Dissolugon Date:
Annual Report Due Date:
Citizenship:
DOMESTIC
State of Inc._:
NC
Duration:PERPETUAL
Registered Agent
Agent Name: MALPASS. JAMIE KURT
Office Address: 433 LENNON ROAD
Di NC 28436
Mailing Address:
433 LENNON ROAD
DELCO NC 28436
Principal Office
Office Address:
433 LENNON ROAD
DELCO INC 28436
Mailing Address:
433 LENNON ROAD
DELCO NC 28436
Officers
Title:
PRESIDENT
Name:
JAMIE MALPASS
Business Address:
433 LENNON ROAD
DELCO NC 2B436
Title: SECRETARY
Name: JESSICA FAULK
Business Address: 32815 LIVINGSTON CHAPEL RD
DELCO NC 26436
Title: VICE PRESIDENT
Name: JEFFREY MALPASS
Business Address: Best BYRDVILLE FREEMAN RD.
BOLTON NC 28423
REIC EIS
AUG 16 2010
BY:
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=7761049 8/16/2010

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RECEIVED
AU6 16 2010
BY:_--- —
http://webtax.columbusco.org/servlet/com.esri.esrimap.Esimap?ServiceName=webtax&C... 8/ 16/2010

Columbus County --Register
Kandance N. Whitehead
Inst 8 2005004230 Book
06/22/20o5 12:24:13 Reck
06/22/2005
$450.00 3
Excise Tax $ 450.00 1 Recording Time Book and Pape
Tax Lot No. r.. --> , -• -� Parcel Identifier No.
Verified by c. a::.. u;ti County on the day of
by
Mail after recording to South Side Developers, Inc.
of Deeds
'19 Page 260
This instrument was prepared by McGougan Wright, Worley Harmer & Bullard L L P Attorneys at Law
P.O. Box 457, Tabor City, N.C. 28463 (ORW/amw/r-2221)
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this 213' day of _ June . 2005, by and between
GRANTOR
ANNE P. PARKER, WIDOW OF JAMES R.
PARKER, of the County of Columbus, State of
North Carolina;
GRANTEE
SOUTH SIDE DEVELOPERS, INC.
a North Carolina Corporation, with a
principal place of business being at:
433 Lennon Road
Delco, NC 28436
corporation or partnershin.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns,
and shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in
fee simple, all that certain lot or parcel of land situated in Waccamaw Township; Columbus County,
North Carolina and more particularly described as follows:
Being a tract of 15.52 acres, more or less, bounded, now or formerly, on the North by lands
of Arthur Glendale Faulk, being bounded on the East by land of lake Waccamaw Realty,
being bounded on the South by lots 9, 10, 11, 12, 13, 14 and 15 as are described on map
recorded in Plat Book 39, page 34, Columbus County Registry, and being bounded on the
West by the eastern edge of the right-of-way of McRae Lane, with said tract of 1552 acres,
more or less being more particularly described as follows:
Being that certain tract of 15.52 acres, more or less, described on a plat for James R. Parker '
and wife, Anne P. Parker, dated 30 May, 2002 prepared by Billy M. Duncan, Land
Surveying and being attached hereto as Schedule "A", with that said plat being incorporated
herewith by reference for further certainty of the description of the tract of 15.52 acres,
more or less.
The above described property is subject to the following restrictions:
1. There shall be no dwelling house constructed on the premises which is less than
1,200 square feet in size, exclusive of decks and porches.
2. No junk cars or other bulk trash of any kind shall be maintained or allowed to
remain on the property above described.
NO TITLE EXAMINATION HAS BEEN MADE UNLESS CERTIFICATION STATING OTHERWISE.

Inst tl 2005004230 Book 819 Page: 261
The seller(s) further acknowledge the information required for IRS Form 1099 has been correctly stated to the Law
Firm ofMcGougan, Wright, Worley, Harper& Bullard, L.L.P.
3. Grantor, as a purchaser of residential land from McRae Woods Development
Co. Inc. transfers to Grantee eligibility for membership in McRae Woods
Landowners Association, Inc., with successors and assignees of Grantee being
eligible for membership also, with Grantee and its successors and assignees
having the right to share in the use of Lot 41 as said lot is described on a map of
McRae Subdivision, recorded in Plat Book 8, page 35, Columbus County
Registry, with that plat being incorporated herewith by reference.
1 The property hereinabove described was acquired by Grantor by instrument recorded in Deed Book 375, ogee
825, Columbus County Registry, Part of second tract
A map showing the above described property is recorded in Plat Book
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to the Grantee in fee simple subject to the restrictions set out herein.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to
convey the same in fee simple, that title is marketable and five and clear,of all encumbrances, and that Grantor will
warrant and defend the title against the (awful claims of all persons whomsoever except for the exceptions hereinafter
stated. Title to the property hereinabove described is subject to the following exceptions:
The above described property is subject to the following restrictions:
1. There shall be no dwelling house constructed on the premises which is less than
1,200 square feet in size, exclusive of decks and porches.
2. No junk cars or other bulk trash of any kind shall be maintained or allowed to
remain on the property above described.
3. Grantor, as a purchaser of residential land from McRae Woods Development Co.
Inc. transfers to Grantee eligibility for membership in McRae Woods Landowners
Association, Inc., with successors and assignees of Grantee being eligible for
membership also, with Grantee and its successors and assignees having the right to
share in the use of Lot 41 as said lot is described on a map of McRae Subdivision,
recorded in Plat Book'8, page 35, Columbus County Registry, with that plat being
' incorporated herewith by reference.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has caused this
instrument to be signed in its corporate name by its duly authorized officers and its seal to be hereunto affixed by
authority of its Board of Directors, the day and year first above written.
y,...✓ �2. a- (SEAL)
Anne P. Parker, Widow of James R. Parker
NORTH CAROLINA, Columbus County.
1, a Notary Public of the County and State aforesaid, certify that
Anne P. Parker. Widow of James R. Parker Grantor,
personally appeared before me this day and acknowledged the execution of the
foregoin instrument. Witness my hand and official seal or stamp, this the 21"
day of une J2005 .. ' l/^//
11 /1l:AX ,(SEAL)
My Commission Expires: Mav 30.2010
State of North Carolina, County of Columbus
' The foregoing Certificate() of Andrea M. Ward . allotary Public is certified to be correct.
This instrument and this certificate are duly registered at the date and time and in the Book and Page shown on the
first page hereof.
REGISTER OF DEEDS FOR COLUMBUS COUNTY
By ��1 \ L�� 1 1b • �t�.>y�, Deputy/A"is6m*t Register of Deeds
" '1•� �' • Pt*t�ala

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AUG 16 2010
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http://webtax.columbusco.orglservleticom.esri.esrimap. Esrimap?ServiceNamewebtax&C... 8/ 16/2010

LMG
LAND MANAGEMENT GROUP INC.
Environmental Consultants
Jeff Malpass
August 5, 2010 IBY:__
AUG 16 201Malpass Engineering, PC __
1134 Shipyard Blvd.
Wilmington, NC 29412
Reference: Stormwater seasonal high water table study for the proposed retention pond
areas for the Bristol Bay S/D, located off of McRae Ln., in Lake Waccamaw, NC.
Dear Mr. Malpass:
On Tuesday, August 3, 2010, Land Management Group, Inc. had the pleasure of
evaluating the proposed retention areas for the Bristol Bay S/D. The purpose of the
evaluation was to describe the soil profile, quantify the depth to the seasonal high water
table and to inform the project engineer of any potential limitations of this project.
The sons at this site are mapped as the poorly drained Grifton soil series in the
Soil Survey of Columbus County (USDA, 1990). Actual soil boring 1 and 2, confirms
the soil to be a moderately well drained Grifton soil series, Appendix A. The Grifton
Complex soil series can best be described as soils that formed from sandy and loamy
marine sediment on flats and low ridges underlain by Marl and Limestone.
The seasonal high water table is normally evident by observation of
redoximorphic features suggesting past conditions of saturation and reduction. There is
evidence of relic redoximorphic features 2T' from the soil surface in borings 1 and 28" in
boring 2 of the proposed retention areas (see testing locations in Appendix A and
complete soil profile notes in Appendix B). From observation of regional drainage and
hydrologic diversion from development of the town within the immediate area, the
contemporary seasonal high water table is believed to be around 42" from the existing
soil surface in boring 1 and around 48" from the soil surface in boring 2. AD recorded
depths are from the existing surface as noted in the soil boring notes. The official
published description and physical and chemical data for the Woodington soil series are
shown in Appendix C for comparison.
The basin area denoted by boring 2 is adjacent to a 404 wetland boundary. In
order to maintain that the retention pond does not drain the adjacent wetland it is
recommended that an approved barrier of either Clay or Plastic be installed on the 404
wetland side;of the retention pond area to a depth of 0.5 feet below the surface to a depth
1 foot below the permanent pool elevation which is approximately 91 feet above MSL
(See test area map for barrier layout Appendix A).
It was requested by the project engineer that LMG suggest the depth of any
Potential liner that will be installed if the permanent Pool elevation is more than 6" below
the SHWT. Table 1 shows the recommended finer installation depth in reference to each
soil boring location. The permanent pool elevation provided by the project engineer was
wwwArngroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2622, Wilmington, NC 28402

91.5 Feet above mean sea level (MSL). In borings 1 the permanent pool elevation is at
least 0.82 Feet below the SHWT. therefore, LMG proposed that a liner be installed at
least,a foot below the permanent pool elevation for the basin where boring 1 is located to
a depth of 90M Feet below MSL. Official elevation data was provided by the project
engineer.
Table 1. Elevation Data With Respect to Existing Ground Surface and SHWT.
HOLE
GROUND
SHWT
ELEVATION
Permanent
Recommended
Pool.
Elevation
#
ELEVATION
DqgL2,f Liner
B 1
96.0
92.5
91.68
90.68
B2
96.0
92.0
92.25
91.0
rievauon data provided by the project engineer
In summary, LMG has performed a site specific evaluation within the stormwater
retention areas. This area has soils. that have a relic seasonal high water table at 27" in
boring 1 and 28" in boring from the existing surface. From the observation of existing
regional drainage within the: immediate area, the contemporary seasonal high water table
is believed to be around 42"- (92.5 feet above MSL) from the existing surface in boring 1
and 48" (92.0 feet above MSL) from the soil surface in boring 2, these depths to the
seasonal high water table should be used for design purposes. It is recommended by LMG
that a liner be installed in the basin denoted by boring 1 to a depth of 90.68 Feet above MSL and
a liner -be installed in the basin denoted by boring 2 to a depth of 91.0 feet above MSL (See test
area map for proposed liner layout Appendix A). Please do not hesitate to contact me if you
have any questions with this report. I may be reached at 910-452-0001, 910-471-0505 or
at [e-mail] .
Sincerely,
Nick Howell
Nf Licenged Snil Scientist *1294

• r
s
M
... + 0 VI
i
n : k . ..
.•19.
r
' Yr
`
Bristol B.
AugustStormwater Evaluation
Test Area Map
Property Line
Proposed Retention Areas ii
404 Wetlands Land Management Group, 1 III.
•• •i'Color
Proposed LinerPO
Existing drainage ditch 1401-�1078 and proposed Retention Pond Areas
0060 fax provided by - Project Engineer.
•SoilBoring NOT

Boring I Micro Ridge 0-1% Grifton Soil Series
A — 0-6" Loamy Sand, granular, very friable non sticky non plastic, 10YR 3/1.
AE — 6-13" Loamy Sand granular, very friable non sticky non plastic, IOYR 4/3.
E—13-18" Loamy Sand, granular very friable non sticky non plastic, 10YR 6/4.
Btl—18-27" SandyLoam, weak medium subangular blocky friable slightly sticky non
plastic, 10YR 5/6 with 10YR 5/8 mottles.
Bt2 — 27-48" Sandy Clay Loam, friable slightly sticky slightly plastic, 1 OYR 5/8 with
�. 5Y 6/7 mntflea
Btg — 48-63"+ Sandy Clay Loam, weak medium subangular blocky friable slightly sticky
slightly plastic, 23Y 6/2 with 10YR 518 mottles.
Physical Water: NA
Relic STTV✓T• ?7"
Contemporary SHWT: — 42" due to regional drainage
Boring 2 Mcro Ridge 0-1% Grifton Soil Series
Fill - 0-5" Mixed Coarse Loamy Fill (relic ditch spoil)
A — 5-13" Loamy Sand, granular, very friable non sticky non plastic, IOYR 3/1.
E—13-20" " Loamy Sand, granular very friable non sticky non plastic, 10YR 6/4.
Bt — 20-28" Sandy Loam, weak medium subangular blocky friable slightly sticky non
plastic, 10YR 6/6 with IOYR 6/3 mottles.
Btg — 28-63" Sandy Clay Loam, weak medium subangular blocky friable slightly sticky
slightly plastic, 2.5Y 6/2 with 2.5Y 5/4 and IOYR 5/6 mottles.
Physical Water: NA
Relic. CHWT• 7.R"
Contemporary SHWT: — 48" due to regional drainage

Appendix C
Published Description and Chemical and Physical
Properties of the GriBon Soil Series.

C0470M1 Business Corporation North Carolina
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Date Filed: 8/19/201011:37:00 AM
Elaine F. Marshall
North Carolina Secretary of State
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Elaine F. Marshall
SECRETARY OF STATE
March 12, 2010
South Side Developers, Inc.
Jamie Malpass, Agent
433 Lennon Road
Delco, NC 28436
,
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State of North Carolina
Department of The Secretary of State Chen L. Myers
DIRECTOR OF CORPORATIONS
NOTICE OF GROUNDS FOR ADMINISTRATIVE DISSOLUTION OF: South Side Developers, Inc.
Recently, this office conducted an internal review of the annual reports filed for all business corporations
in North Carolina. Unfortunately, the review indicates that the above referenced business corporation is
not in compliance with the North Carolina Business Corporation Act and is delinquent in delivering four
(4) annual report(s).
The Secretary of State is authorized by N.C.G.S. 55-14-21 to administratively dissolve a business
corporation if one or more grounds for dissolution exist. Please note that while the dissolution process has
not yet been concluded, this Notice is the first step of the dissolution process. In order to prevent
administrative dissolution, the business corporation must file the appropriate annual report(s) within sixty
(60) days from the date of this Notice.
Determining Annual Reports Due
You may view a listing of annual reports previously submitted to the Secretary of State's Office by
clicking the link to the Corporations Division web pages at www.sosnc.com. You will need to search for
your company by name, then click "File Annual Report Online." This will bring you to a listing of annual
reports submitted. From this page you will be able to see if an annual report was submitted.but not filed
due to an error which to date has not been corrected and/or determine how many annual reports are
required to become compliant. The due date for filing a Business Corporations annual report is the
fifteenth day of the fourth month following the fiscal year end date.
Online Filin¢
Utilize the above referenced link to the entity profile page, then click on "File an Annual Report" at the
top of the page and follow the directions. The Fee is $20.00.
)der Filing
You may also print a pre -populated form from the same web page by clicking "Print a pre -populated
annual report form." If there are any changes, cross out the old information and enter the correct
information, then mail the report and fees to the Corporations division at the address on the bottom of the
form. The fee is $25.00.
If you have any concerns or experience any technical difficulty with the filing process, please contact our .
staff at [phone].
Respectfully,
The Corporations Division
PO 13OX 29622
IL\LEK7H, NORTH CAROLINA 27626-0622 II � I II I II I III III I I I III I� III I I

SOSID: 786542
Date Filed: 6/7/2005 2:33:00 PM
Effective: 6/9/2005
Elaine F. Marshall
North Carolina Secretary of State
ARTICLES OF INCORPORATION C200515800147
OF
SOUTH SIDE DEVELOPERS, INC.
I, the undersigned, being over the age of eighteen (18) years, do hereby make, submit and
acknowledge these Articles of Incorporation for the purpose of forming a business corporation
under and by virtue of the laws of the State of North Carolina:
The name of the corporation is SOUTH SIDE DEVELOPERS, INC.
2. The period of duration for the corporation is perpetual.
3. The purpose for which the corporation is organized is:
To engage in, promote, transact and carry on any lawful act or activity for which
corporations may be organized under and pursuant to the laws of the State of North Carolina.
4. The corporation shall have the authority to issue 100,000 shares of common stock of a
single class without par value. The holders of the common stock are entitled to receive the net
assets of the corporation upon dissolution.
5. The minimum amount of consideration to be received by the corporation for each of its -
shares before it shall commence business is $100.00 in cash or property of equivalent value.
6. The address of the initial registered office of the corporation in the State of North
Carolina in the County of Columbus is 433 Lennon Road, Delco, North Carolina 28436. The
name of the initial registered agent of SOUTH SIDE DEVELOPERS, INC., at the same address
is Jamie Kurt Malpass. The mailing address of the corporation is 433 Lennon Road, Delco,
North Carolina 28436 in Columbus County.
7. The,numberof directors constituting the initial Board of Directors shall be five (5);
and the names and addresses of the persons who are to serve as directors until the first meeting
ofshareholders, or until their successors are elected and qualified are:
Name
Jesse Lee Malpass
Kevin` Lee.'Malpass
Jeffrey Boyd Malpass,
Address
2845 Livingston Chapel Road
Delco, NC 28436
400 Byrdville Freeman Road
Bolton, NC 28423
384 Byrdville Freeman Road
Bolton, NC 28423

Jamie Kurt Malpass 433 Lennon Road
Dcico, NC 28436
Jessica Malpass Faulk 2815 Livingston Chapel Road
Delco, NC 28436
All Directors are citizens and residents of the State of North Carolina, County of Columbus.
8. No person who is serving or who has served as a director of the corporation shall be
personally liable to the corporation or any of its shareholders for monetary damages for breach
of duty as a director, except for liability with respect to (i) acts or omissions that the director at
the time of such breach knew or believed were clearly in conflict with the best interests of the
corporation, (ii) any transaction from which the director derived an improper personal benefit,
(iii) acts or omissions with respect to which the North Carolina Business Corporation Act does
not permit the limitation of liability. As used herein, the term "improper personal benefit" does
not include a director's reasonable compensation or other reasonable incidental benefit for or on
account of his service as a director, officer, employee, independent contractor, attorney, or
consultant of the corporation. No amendment or repeal of this article, nor the adoption of any
provision of these Article of Incorporation inconsistent with this article, shall eliminate or reduce
the protection granted herein with respect to any matter that occurred prior to such amendment,
repeal, or adoption.
9. The provisions of the North Carolina Business Corporation Act entitled "The North
Carolina Shareholder Protection Act" and "The North Carolina Control Share Acquisition Act"
shall not he applicable to the corporation.
10. All shareholders of the corporation are entitled to cumulate their votes for directors.
No amendment shall be made to this Article when the number of shares voting against the
proposal to amend would be sufficient to elect a director by cumulative voting and such shares
are entitled to be voted cumulatively for the election of directors.
11. The name and address of the incorporator are:
Name Address
Jamie Kurt Malpass 433 Lennon Road
Delco, NC 28436
12. The Board of Directors of this corporation shall have full power, by vote of a majority
of all directors and without the assent or vote of a majority of stockholders to make, alter, amend
or rescind the by-laws of this corporation.
2

13. The shareholders of this corporation shall have no preemptive rights to acquire
additional shares of the corporation.
14. These Articles will be effective upon filing.
IN WITNESS WHEREOF, the incorporator has hereunto set his hand and seal this the
lat_ day of June _ , 2005.
__ MA(SEAL)
J IE KURT LPASS
CORPORATOR
STATE OF NORTH CAROLINA
COUNTY OF COLUMBUS
1, _Suzette S. Leonard a Notary Public in and for said county and state, do
hereby certify that JAMIE KURT MALPASS, Incorporator, appeared before me this day and
acknowledged the execution of the foregoing Articles of Incorporation for the purposes therein
expressed.
Witness my hand and notarial seal, this the lot_ day of __ June ___, 2005.
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My Commission Expires: 10-25-2007