20110380 Ver 1_More Info Received_20110725

P.O. Box 244 Bunnlevel, NC 28323 [phone]
June 30, 2011
Belinda Henson
NC Department of Environment and Natural Resources
Division of Water Quality
225 Green St. Suite 714
Fayetteville, NC 28301
RE: DWQ Project 11-0380 - Overhills Creek Section 8 (Iredell Road)
Ms. Henson,
Attached please find the additional information you requested associated with the above
referenced project. In addition to an updated permit application, we have enclosed additional site
plans, detail drawings and other material per your request dated 10 May 2011. If you should need
additional information concerning this application, please don't hesitate to contact us.
Sincerely,
Adam Carter
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JUL 2 5 2011
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DWQ Project 011-0380
Overhills Creek Section 8 (Iredell Road)
Wetland Solutions, LLC PO Box 244 Bunnlevel, NC 28323 [phone]
DWQ Project 011-0380 Overhills Creek Section 8 (Iredell Road)
1. The Twin Lakes project that is referred to is a 35-40 years old project. It would be nearly
impossible to market new $225,000 homes where you have to drive through a development that
is 35-40 years old where the homes are valued at 1/3 of that cost. Iredell Street was stubbed out
for the purpose of serving this property at some point in the future. That time is now. Requiring
the connection through the Twin Lakes development restricts the use of subject property as
well as creates a loss of the two lots for future homes. The right of way that was stubbed out
and created for Iredell Street to be extended later would then be property that is lost.
2. The building envelope for Lot 366 has been depicted on the enclosed drawing. Additional fill is
not anticipated for this lot.
3. The site has been shown on both the USGS (Manchester quadrangle) and Harnett County Soil
Survey (sheets 10 and 14). Copies have been attached.
4. See attached site plan (sheet W-1)
5. See attached site plan (sheet W-1)
6. See information below. The project is a low density project. We have included the storm water
application that shows the impervious areas that you requested. The storm water permit from
NCDENR DWQ has been issued for this site. The permit number is SW6110302 and a copy of
the permit is attached.
7. See #6 above. The project is low density. A copy of the supplement form has been attached.
8. WELLCO Contractors, Inc is the applicant for the project and North South Properties, LLC is
the owner for the property. The PCN has been corrected.
9. Section B. 3b of the PCN has been adjusted to include 0.123 acres of wetlands associated with
previous phases of Overhills Creek, Section 7, Part 1 (USACE Action ID # 2006-454). The
total acreage of wetlands within property boundary of the current phase is 0.802 for a total of
0.925 acres. We have no other data concerning previous phases of this project.
10. Section B 3c has been updated to include all streams which total ca. 2,500 linear feet.
11. see USACE permit (Action ID 2006-454); attached
12. USACE Action ID 2006-454 - NWP #14 issued on Aug 9, 2007.
13. I have completed Section E. The storm water permit for this project has been obtained and is
attached.
14. The storm water permit has been issued, so the conditions of E.5a and E.5b have been met.
These were marked as "Yes".
State Stormwater Permit
Permit No. SW6110302
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY SUBDIVISION DEVELOPMENT
WITH A CURB OUTLET SWALE SYSTEM
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
Wellco Contractors, Inc.
Overhills Creek Section 8
Iredell St., Spring Lake, Harnett County
FOR THE
construction, operation and maintenance of a 24% low density subdivision with a curb
outlet swale system in compliance with the provisions of Session Law 2006-246 and
15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the approved
stormwater management plans and specifications, and other supporting data as
attached and on file with and approved by the Division of Water Quality and considered
a part of this permit.
The Permit shall be effective from the date of issuance until rescinded and shall be
subject to the following specific conditions and limitations:
1. DESIGN STANDARDS
1. Each of the 13 lots is limited to a maximum of 3,390 square feet of built-upon
area, as indicated in the application and as shown on the approved plans.
2. The overall tract built-upon area percentage for the project must be maintained
at 24%, per the requirements of Session Law 2006-246 of the stormwater rules.
3. The built-upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent surface waters.
4. Runoff conveyances other than the curb outlet system swales, such as perimeter
ditches, must be vegetated with side slopes no steeper than 3:1 (H:V).
5. This project proposes a curb outlet system. Each designated curb outlet swale or
100' vegetated area shown on the a roved plan must be maintained at a
minimum of 100' long, maintain 5:1 IN:IV) side slopes or flatter, have a
longitudinal slope no steeper than 5%, carry the flow from a 10 year storm in a
non-erosive manner, maintain a dense vegetated cover, and be located in either
a dedicated common area or a recorded drainage easement.
Page 1 of 5
State Stormwater Permit
Permit No. SW6110302
II. SCHEDULE OF COMPLIANCE
Curb outlet swales, vegetated areas and other vegetated conveyances shall be
constructed in their entirety, vegetated, and be operational for their intended use
prior to the construction of any built-upon surface, per the approved plans
2. Dur=or struction, erosion shall be kept to a minimum and any eroded areas of
the other vegetated conveyances will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to operate the permitted stormwater management systems at optimum
efficiency to include:
a. Inspections
b. Sediment removal.
C. Mowing, and re-vegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Cleaning and repair of catch basin grates, flumes, piping, and the flow
spreader mechanism.
g. maintenance lof level spreaders and infiltration areas, in accordance with
approved plans arsad O&M documents.
4. 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 or to the
drainage area.
e. Further subdivision, acquisition or sale of the project area. The project
area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, piping, or altering any vegetative conveyance shown on the
approved plan.
5. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
6. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
7. Recorded deed restrictions must include, at a minimum, the following statements
related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW6110302, as issued by
the Division of Water Quality under the stormwater rules.
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.
Page 2of5
State Stormwater Permit
Permit No. SW6110302
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 3,390 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,
driveways, and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
g. Filling in, piping or altering any 3:1 vegetated conveyances (ditches,
swales, etc.) associated with the development except for average
driveway crossings, is prohibited by any persons.
h. Filling in, piping or altering any designated 5:1 curb outlet swale or
vegetated area associated with the development is prohibited by any
persons.
i. A 30' vegetated buffer must be maintained between all built-upon area
and the Mean High Water line of surface waters.
j. All roof drains shall terminate at least 30' from the Mean High Water
mark.
k. Each designated curb outlet swale or 100' vegetated area shown on the
approved plan must be maintained at a minimum of 100' long, maintain
5.1 (H:V) side slopes or flatter, have a longitudinal slope no steeper than
5%, carry the flow from a 10 year storm in a non-erosive manner, maintain
a dense vegetated cover, and be located in either a dedicated common
area or a recorded drainage easement.
8. The permittee must submit a copy of the recorded deed restrictions within 30
days of the date of recording.
9. No piping shall be allowed except those minimum amounts necessary to direct
runoff beneath an impervious surface such as a road or under driveways to
provide access to lots.
10. The permittee must certify in writing that the project's stormwater controls, and
impervious surfaces have been constructed within substantial intent of the
approved plans andspecifications. Any deviation from the approved plans must
be noted on the Certifcation. The permittee shall submit the Certification to the
Division within 30 days of completion of the project.
11. The permittee is responsible for verifying that the proposed built-upon area does
not exceed the allowable built-upon area. 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.
12. 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.
13. Prior to transfer of ownership, the swales must be inspected and determined to
be in compliance with the permit. Any deficiencies will be repaired or replaced
prior to the transfer.
14. The final plats for the project will be recorded showing all required drainage
easements and common areas, in accordance with the approved plans.
15. The permittee shall submit for approval, final layout and grading plans for any
Page 3 of 5
State Stormwater Permit
Permit No. SW6110302
future development areas shown on the approved plans, prior to construction.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. The Director may require modification or revocation
and re-issuance of the permit to change the name and incorporate such other
requirements as may be necessary. In the event of a name or ownership
change, a completed Name/Ownership Change form, signed by both parties,
must be submitted to the Division of Water Quality accompanied by the
supporting documentation as listed on page 2 of the form. The approval of this
request will be considered on its merits, and may or may not be approved.
1. The permittee is responsible for compliance with all permit conditions until the
Director approves a transfer of ownership. Conveyance of common areas to third
parties, such as a homeowner's association, by the permittee, where the
required Name/Ownership Change form has not been submitted to and
approved by the Division, does not constitute transfer of the stormwater permit
and does not relieve the permittee of responsibility for maintaining compliance
with the permit or transferring the permit.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Water Quality,
in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C.
3. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules, and regulations contained in Session Law 2006-
246, Title 15A of the North Carolina Administrative Code, Subchapter 21-1.1000;
and North Carolina General Statute 143-215.1 et. al.
4. 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 the Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants permission to DENR Staff to enter the property during
normal business hours, for the purpose of inspecting all components of the
stormwater management facility.
6. The permit issued shall continue in force and effect until revoked or terminated.
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.
7. Unless specified elsewhere, permanent seeding requirements for the swales
must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. 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.
10. 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.
Page 4 of 5
State Stormwater Permit
Permit No. SW6110302
Permit issued this the 27`h day of April, 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Original signed by Ken Pickle
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 5
Permit No.
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
(to be provided by DWQ)
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in Session Law 2008-211, 15A NCAC 2H .1 000, Session Law 2006-246, and the DWQ BMP Manual.
Curb and gutter systems are allowed provided they meet the requirements in 15A NCAC 2H .1008(g).
1. PROJECT INFORMATION
Project Name : Overhills Creek Section 8
Contact Person: Scott Brown, PE Phone Number: ( 910 )426-6777 ext 102
Number of Lots: 13 Allowable Built Upon Area (BUA) Per Lot*:
Number of Dwelling Units Per Acre**: 1.96
Low Density Development (check one): ? without curb & gutter ® with curb & gutter, outlets to (check one):
® Swales ? Vegetated Area
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot.
The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be
shown in units of square feet.
**(Phase H Post-Construction (non-SA) only)
II. BUILT UPON AREA
Refer to DWQ's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects. (http://h2o.enr.state.nc.us/suibmp_forrns.htrn)
Complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. of Lots - the total number of lots in the subdivision.
• BUA per Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
• Total allowable lot BUA - the computed allowable built upon area for all lots combined.
• Total BUA from lot listing - the sum of built upon area allocated for each lot on the list of non-uniform lots.
Form SW401-Low Density-Rev.3-2/10/09 Page 1 of 4
IV. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H .1 000, NCDENR BMP Manual (2007), Session Law 2006-246, and Session Law 2008-211.
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 that the following requirements
have been met and supporting documentation is provided as necessary. If the applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If any item is not met,
then justification must be attached. Only complete items n through p for projects with curb outlets.
Page/Plan
Initials Sheet No.
a. t For projects in the 20 coastal counties: Per NCAC 2H.1005, a 50 foot wide vegetative buffer
is provided adjacent to surface waters. For Redevelopment projects, a 30' wide vegetative
buffer adjacent surface waters is provided.
b. t For HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer
is provided adjacent to surface waters.
C. t For Phase II Post-Construction projects: All built upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
d. Deed restriction language as required on form SW-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to the sale of any lots.
e. Built upon area calculations are provided for the overall project and all lots.
f. Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H .1007)
g. Side slopes of swales are no steeper than 3:1; or no steeper than 5:1 for curb outlet swales.
h. Longitudinal slope of swales is no greater than 5%; for non-curb outlet projects, calculations
for shear stress and velocity are provided if slope is greater than 5%.
i. At a minimum, swales are designed to carry the 10 year storm velocity at a non-erosive rate.
j. Swales discharging to wetlands are designed to flow into and through the wetlands at a non-
erosive velocity (for this flow requirement into wetlands, non-erosive is velocity < 2 ft/s).
k. Swale detail and permanent vegetation is specified on the plans.
1. Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
m. Swales are located in recorded drainage easements.
n.tt Length of swale or vegetated area is at least 100 feet for each curb outlet.
o." The system takes into account the run-off at ultimate built-out potential from all surfaces
draining to the system (delineate drainage area for each swale).
p tt Curb outlets direct flow to a swale or vegetated area.
t Projects in the Neuse, Tar-Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
ft Only complete these items for projects with curb outlets.
Form SW401-Low Density-Rev.3-2/10/09 Page 3 of 4
V. SWALE SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time; and grass will not be mowed too close to the ground or "scalped".
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title: William S. Wellons - Manager
Address: 511 Highway 210 North, Spring Lake, NC 28390
Phone: [phone] Date:
Signature:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I, , a Notary Public for the State of , County of
do hereby certify that personally appeared before me this _
day of , and acknowledge the due execution of the forgoing swale maintenance requirements.
Witness my hand and official seal,
Notary signature
SEAL My commission expires
Form SW401-Low Density-Rev.3-2/10/09 Page 4 of 4
Permit Number:
(to be provided by DWQ)
? o??F W A tF9oG
A.*A i
NCDENR °
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
GRASSED SWALE SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must also be filled out, printed and submitted along with all of the required information.
L PROJECT INFORMATION
Project name Overhills Creek Section 8
Contact name Scott Brown, PE
Phone number 910-426-6777
Date March 17, 2011
Drainage area number 1, Swale #1
II. DESIGN INFORMATION
Site Characteristics
Drainage area 124,146.00 fe
Impervious area 29,795.00 ftz
Percent impervious 24.0% %
Design rainfall depth 1.00 inch
Peak Flow Calculations
10-yr storm runoff depth 1.58 in
10-yr storm intensity 7.29 in/hr
Post-development 10-yr storm peak flow 12.10 ft3/sec
Velocity
Maximum non-erosive velocity (peak 10-year storm) 4.50 ft/sec
Soil characteristics (enter "x" below)
Sand/silt (easily erodible)
Clay mix (erosion resistant) x
Grass Type (enter "x" below)
Bermuda
Tall fescue
Bahiagrass
Kentucky bluegrass
Grass-legume mixture x
Swale type: Fill out one of the options below:
Option 1: Curb Outlet Swale: y (Y or N)
Maximum velocity 1.14 OK
Side slopes 5.00 :1 OK
Swale length 261.00 ft OK
Option 2: Conveyance Swale, Seeking Pollutant Credit: n (Y or N)
Maximum velocity for 10-yr storm ft/sec
Side slopes :1
Swale length ft
Form SW401-Grassed Swale-Rev.3 Parts I and II. Project Design Summary, Page 1 of 2
Permit Number.
(to be provided by DWQ)
Swale Characteristics
Swale Shape: Enter an Y in the appropriate cell below:
Trapezoidal
Parabolic
V-shaped
Width of the bottom of the swale
Width of the top of the Swale
Additional Information
Is the swale sized for all runoff from ultimate build-out?
Is the BMP located in a proposed drainage easement with a
recorded access easement to a public Right of Way (ROW)?
What is the distance from the bottom of the swale to the SHWT?
What is the ground level elevation?
What is the elevation of the bottom of the swale?
What is the SHWT elevation?
What is the longitudinal slope of the swale?
What is the depth of freeboard?
2.00 ft
17.00 ft
y (Y or N) OK
y (Y or N) OK
u.uu tt
_ fmsl
fmsl
fmsl
0.44% OK
0.50 ft OK
Form SW401-Grassed Swale-Rev.3 Parts I and II. Project Design Summary, Page 2 of 2
ik -038D
O???Fy\NATF?
O Nim?M11aw T
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification PC Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ? Yes ® No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ® No For the record only for Corps Permit:

? Yes ® No
If. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes ? No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Overhills Creek - Section 8
2b. County: Harnett
2c. Nearest municipality / town: Anderson Creek
2d. Subdivision name: Overhills Creek 0
2e. NCDOT only, T.I.P. or state
project no: D
3. Owner Information 5 2011
3a. Name(s) on Recorded Deed: North South Properties, LLC

3b. Deed Book and Page No. USA
DEED BOOK 02180
DEED PAGE 0305
DEED DATE 20060119 WUALrry
e &
3c. Responsible Party (for LLC if
applicable):
3d. Street address: PO Box 766
3e. City, state, zip: Spring Lake, NC 28390
3f. Telephone no.: (910)-436-3131
3g. Fax no.: (910)436-242
3h. Email address:
Page I of 10
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ? Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Adam Carter
5b. Business name
(if applicable): Wetland Solutions, LLC
5c. Street address: PO Box 244
5d. City, state, zip: Bunnlevel, NC 28323
5e. Telephone no.: [phone]
5f. Fax no.:
5g. Email address: [e-mail]
Page 2 of 10
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 0514-34-5445.000
1 b. Site coordinates (in decimal degrees): Latitude: 35.24559 Longitude: - 78.954714
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 7 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to UT to Lake Holton
proposed project:
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: Cape Fear; HUC code 03030004
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Site is undeveloped. Land use in the area is residential, commercial and institutional
3b. List the total estimated acreage of all existing wetlands on the property:
0.925 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
2,500'
3d. Explain the purpose of the proposed project:
Single family housing residential development.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will involve the construction of single family houses and associated infrastructure. Equipment used will
include bulldozers, trac hoes, back hoes, cement trucks and other construction equipment.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes ? No ? Unknown
project (including all prior phases) in the past?
Comments: see USACE Action ID 2006-454
4b. If the Corps made the jurisdictional determination, what type
? Preliminary ®Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): unknown Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
USACE Action ID 2006-454
5. Project History
5a. Have permits or certifications been requested or obtained for ® Yes ? No ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
USACE Action ID 2006-454 - NWP #14 issued on Aug 9, 2007.
6. Future Project Plans
6a. Is this a phased project? ® Yes ? No
6b. If yes, explain.
Page 3 of 10
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ? Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary
W1 ®P ? T Road Crossin
g Bottomland
Hardwood Forest ® Yes
? No ® Corps
® DWQ .1730ac
W2 ®P ? T Road Crossing Seep ® Yes
? No ® Corps
® DWQ .0463ac
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? PEI T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts .2193ac
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ®P ? T Road Crossing UT ® PER
? INT ® Corps
® DWQ 3ft 64ft
S2 ? P ® T Road UT ® PER ® Corps 3ft 20ft
Construction ? INT ® DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? PEI T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts 84 ft
3i. Comments:
Page 4 of 10
PCN Form - Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4E Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
511 Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse ? Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporary impact required?
131 ?P?T ?Yes
? No
B2 ?P?T ?Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts
6i. Comments:
Page 5 of 10
PCN Form -Version 1.3 December 10, 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The subdivision plan for Overhills Creek has been modified to minimize wetland impacts. Where possible, lot lines have been
oriented to follow the wetlands so that lot fills would not be necessary. Construction of the subdivision roads necessitates
impacts to most of the specified acreage.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All BMPs will be utilized and adhered to throughout the project, to include proper construction sequences. BMPs will include
silt fences, erosion control matting, seeding and mulching, check dams, rip rap lined channels, and other methods approved
by the NC Departemnt of Environment and Natural Resources.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ® Yes ? No
2b. If yes, mitigation is required by (check all that apply): ? DWQ ® Corps

2c. If yes, which mitigation option will be used for this
project? ? Mitigation bank

®Payment to in-lieu fee program
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: EEP, Ecosystem Enhancement Program
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ® Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: 5 acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form - Version 1.3 December 10, 2008 Version
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 7 of 10
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
? Yes ? No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 24%
2b. Does this project require a Stormwater Management Plan? ® Yes ? No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ® DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
? Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
? HQW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply):
? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ? No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ® Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 8 of 10
PCN Form -Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ? Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ? No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ? Yes ? No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B.0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Wastewater will be transferred off site via Harnett County sewer utilities.
Page 9 of 10
PCN Form -Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No
impacts?
E] Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NC Natural Heritage Virtual Workroom: http://nhpweb.enr.state.nc.us/publicKorms/.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
South Atlantic Habitat and Ecosystem IMS available at: http://ocean.flofdamadne.org/efh-corairiims/viewer.htm
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? NCDOT GIS FEMA Q3 Flood Maps;
http://www. ncdot.org/it/gis/DataDistribution/FEMAFloodData/default.html

Applicant/Agent's Printed Name Applican gent's gnature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 10 of 10
PCN Form - Version 1.3 December 10, 2008 Version
v Billy Wellons - PIN: 0514-34-5445.000; 7 acres
Spring Lake, Harnett County, NC
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