20061145 Ver 1_COMPLETE FILE_20060713

f
?GF W ATFgo Michael F. Easley, Governor
William G. Ross Jr., Secretary
Cq r North Carolina Department of Environment and Natural Resources
.? Alan W. Klimek, P.E. Director
Division of Water Quality
August 28, 2006 11 '4- 5
DWQ Project # 06-0485-
Wake County
Bryerstone Development, LLC
111 W. Main Street
Garner, NC 27529
Subject Property: Bryerstone Subdivision
Coleman Branch/Black Creek [030404, 27-45-(2), C, NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions
Dear Sir or Madam:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 122 linear feet of intermittent stream and 5,987 square feet (ftz) of Zone 1
Neuse River basin protected riparian buffers and 2,706 square feet (ft) of Zone 2 Neuse River basin
protected riparian buffers to construct the proposed residential subdivision at the subject property, as
described within your application dated July 7, 2006 and received by the N.C. Division of Water Quality
(DWQ) on July 13, 2006, with additional information submitted and received by the DWQ on August 7,
2006. After reviewing your application, we have decided that the impacts are covered by General Water
Quality Certification Number(s) 3402 (GC3402). The Certification(s) allows you to use Nationwide
Permit(s) 39 when issued by the US Army Corps of Engineers (USACE). This letter shall also act as
your approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 213
.0233. In addition, you should obtain or otherwise comply with any other required federal, state or local
permits before you go ahead with your project including (but not limited to) Erosion and Sediment
Control, and Non-discharge regulations. Also, this approval to proceed with your proposed impacts
or to conduct impacts to waters as depicted in your application shall expire upon expiration of the
404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
401 Oversighl/Express Review Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet: htta://h2o.enr.state.nc.us/ncwetlands
One
i Carolina
Np
Nttrra!!y
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Bryerstone Development, LLC It
Page 2 of 4
August 28, 2006
Amount Approved
Units Plan Location or Reference
Stream - intermittent 122 linear feet PCN page 8 of 12
Buffer -Zone 1 5,987 (square ft. PCN page 11 of 12
Buffer - Zone 2 2,706 (square ft. PCN page 11 of 12
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 213 .0233 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
5. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe
within the buffer, wetland or water prior to any land disturbing activities to ensure compliance
with 15A NCAC 213 33 and GC 3402.
6. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically issued
e
Bryerstone Development, LLC
Page 3 of 4
August 28, 2006
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms may
be found at http //h2o enr.state.nc.us/su/Forms Documents.htm.
7. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall
be designed and installed to allow for aquatic life movement as well as to prevent head cutting of
the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall
be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-
installed correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culvert(s). Existing stream dimensions (including the cross section
dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each
culvert.
Placement of culverts and other structures in waters, streams, and wetlands must be placed below
the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches,
and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow
low flow passage of water and aquatic life. Design and placement of culverts and other structures
including temporary erosion control measures shall not be conducted in a manner that may result in
dis-equilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of the
above structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques
must be used where practicable instead of rip rap or other bank hardening methods. If rip-rap is
necessary, it shall not be placed in the stream bed, unless specifically approved by the Division of
Water Quality.
Installation of culverts in wetlands must ensure continuity of water movement and be designed
to adequately accommodate high water or flood conditions.
Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
completed. The responsible party shall complete the attached form and return it to the
401/Wetlands Unit of the NC Division of Water Quality upon completion of the project. Please
send photographs upstream and downstream of each culvert site to document correct installation
along with the Certificate of Completion form.
8. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
Bryerstone Development, LLC
Page 4 of 4
August 28, 2006
buffers approved for impact under this Certification Approval and Authorization Certificate. A
sample deed notification can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be modified
as appropriate to suit to this project.
9. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
10. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone Cyndi Karoly or Ian McMillan at 919-733-1786.
AWK/Unt
S' d rel ,
Alan W. Klimek, P.E.
Enclosures: GC 3402
Certificate of Completion
i
Bryerstone Development, LLC
Page 5 of 4
August 28, 2006
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Marty D. Bizzell, Bass, Nixon, and Kennedy, Inc., 10405 E. Ligon Mill Road, Wake Forest, NC 27587
Filename: 061145BryerstoneSD(Johnston)401+NBR
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BASS, NIXON & KENNEDY, INC.
CONSULTING ENGINEERS
0 6310 CHAPEL HILL ROAD, STE. 250, RALEIGH, NC 27607
TEL: [phone], FAX: [phone]
2p, 0405-E LIGON MILL ROAD, WAKE FOREST, NC 27587
EL: [phone], FAX: [phone]
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WE ARE SENDING YOU
? Shop drawings
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LETTER OF TRANSWTTAL
DATE JOB NO. p
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ATTENTION ?',.v ` ? We
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? Attached ? Under separate cover via the following items:
[Prints
? Change order
? Plans ? Samples ? Specifications

COPIES DATE NO. DESCRIPTION
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THESE ARE TRANSMITTED as checked below:
[V For approval ? Approved as submitted
? For your use ? Approved as noted
? As requested ? Returned for corrections
? Resubmit copies for approval
? Submit copies for distribution
? Return corrected prints
? For review and comment ?
? FORBIDS DUE 20 ? PRINTS RETURNED AFTER LOAN TO US
REMARKS
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If enclosures are not as noted, kindly notify us at once.
a BASS, NIXON & KENNEDY, INC. CONSULTING ENGINEERS
® F. 10405-E LIGON MILL ROAD, WAKE FOREST NC. 27587
919/851-4422 FAX [phone] www.BNKinc.com
MEMORANDUM
DATE: August 4, 2006 .
TO: Mr. Ian McMillan
Division of Water Quality
Department of Environment and Natural Resources
FROM:Marty D. Bizzell, CPESC
RE: Bryerstone Subdivision
Per receipt of Request for More Information dated 7/25/06 from your office, the requested
information in being submitted for review. The following represents the response to each
comment.
Comment #1: A location map has been included on the Buffer Impact Map with primary road
names as well illustrating the site location with respect to local towns.
Comment #2: A profile sheet showing the location of the stream crossing is included with this
submittal. The culvert is shown to be buried 1' below the stream bed.
Comment #3: No sanitary sewer lines are proposed for this site.
Comment #4: Level spreaders have been designed and shown on the Buffer Impact Map.
Level spreader worksheets and a signed/notorized Operations and Maintenance Agreement is
also included with this submittal.
I am including 7 copies of the revised plans as well as worksheets and operations and
maintenance agreement for your review.
Please contact me at 645-2096 should you have any questions or require any further
information.
arty D, B' Ezell, CP C
Project Manager
Bass, Nixon and Kennedy, Inc.
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
Bryerstone Subdivision
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
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.
Printname: Michael Morrison
Title: Manager, Bryerstone Development, LLC
Address: 111 W. Ma' Street ui
Phone: 919 - 7 7-919 0 / -'?
Signature:
Date:
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, Ck c?4 J a; a Notary Public for the State of tV C.
County of do hereby certify that fy\ cNaA o rc- s cyn
personally appeared before me this _ day of Aot of r , a og (, and acknowledge the due
execution of the forgoing M ?XrYiYa d'e'fdna1X sTn maintenance requirements. Witness my hand and
Leve prea er
official seal,•???????????_
- nor -
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11111404
SEAL My commission expires 3 -(6 , C)g
Page 1 of 1
DWQ Project No. 06-1145
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Bryerstone Subdivision
Contact Person: Marty Bi zz 1 1 Phone Number: 1919 645-2096
Level Spreader ID:. Level Spreader 1
Level Spreader Length 37 ft. (perpendicular to flow)
Drainage Area 0. 60 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0 _ 1 S ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope 3 . 5 % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
Pre-treatment or Bypass Method
2.83 cfs
2.83 cfs
Ground cover
w/ forest
condition
N/A
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
MDB Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
N/A Pre-Form Scour Holes are on flat slopes only
MDB No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
NIA Bypass method is specified (if applicable) and plan details and calculations are provided
N/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
N/A No structures are located in protected buffers.
N/A Plan details for the bypass and outlets are provided.
N / A The operation and maintenance agreement includes annual erosion and vegetation repair.
NIA The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No. 06-1145
DIVISION OF WATER QUALITY . LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Bryerstone Subdivision
Contact Person: Marty Bizzell Phone Number. [phone]
LevelSpreaderlD: -
Level Spreader 2
Level Spreader Length 13 ft.
Drainage Area 0.20 ac.
Impervious Area 0.08 ac.
Maximum Filter Strip/Buffer Slope 3 %
grass
Max. Discharge from a 10 Year Storm 1.01 cfs
Max. Discharge to Level Spreader 1.01 cfs
Filter Strip/Buffer Vegetation Good ground
in forest
condition
Pre-treatment or Bypass Method N/A
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Aoolicants Initials
MDB Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
N/A Pre-Form Scour Holes are on flat slopes only
MDB No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
NIA Bypass method is specified (if applicable) and plan details and calculations are provided
N/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
NIA No structures are located in protected buffers.
N / A Plan details for the bypass and outlets are provided.
NIA The operation and maintenance agreement includes annual erosion and vegetation repair.
N/A The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No. 06-1145
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Bryerstone Subdivision
Contact Person: Marty Bizzell Phone Number. [phone]
Level Spreader ID:. Level Spreader 3
ft.
Level Spreader Length 47
Drainage Area 0.71 ac.
Impervious Area 0.28 ac.
Maximum Filter Strip/Buffer Slope 3 %
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
Pre-treatment or Bypass Method
REQUIRED ITEMS CHECKLIST
3.59 cfs
3.59 cfs
(moo ground
cover in forest
condition
N/A
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A lica? nth s Initials
MDB
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
NIA Pre-Form Scour Holes are on flat slopes only
MDB No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
N/A Bypass method is specified (if applicable) and plan details and calculations are provided
N/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
N/A No structures are located in protected buffers.
N4A Plan details for the bypass and outlets are provided.
NIA The operation and maintenance agreement includes annual erosion and vegetation repair.
N/A The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No. 06-1145
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Bryerstone Subdivision
Contact Person: Marty B i . .ell Phone Number. (919) 64 5 - 2 0 9 6
Level Spreader ID:. Level Spreader 4
Level Spreader Length 93 ft. (perpendicular to flow)
Drainage Area 1 . 60 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0. 16 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope < 2 % (6% for forested, leaf littler cover, 8% for thick ground cover)*
grass
Max. Discharge from a 10 Year Storm 7. 12 cfs
Max. Discharge to Level Spreader 7. 12 cfs
Filter Strip/Buffer Vegetation Ground co ver (thick ground cover or grass, canopied forest with leaf litter
in forest groundcover)
condition
Pre-treatment or Bypass Method N/A
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
MDB Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
N/A Pre-Form Scour Holes are on flat slopes only
MDB No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
N/A Bypass method is specified (if applicable) and plan details and calculations are provided
NIA Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
N/A No structures are located in protected buffers.
NIA Plan details for the bypass and outlets are provided.
NIA The operation and maintenance agreement includes annual erosion and vegetation repair.
NIA The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
FW: Bryerstone Subdivision - DWQ Project# 06-1145.
Subject: FW: Bryerstone Subdivision - DWQ Project# 06-1145.
From: "Marty Bizzell" <[e-mail]>
Date: Fri, 18 Aug 2006 20:09:37 -0400
To: <[e-mail]>
The maximum impervious area allowed per lot will be 3,809 square feet.
Please let me know should you have further questions.
Thanks,
Marty D. Bizzell, CPESC
Project Manager
BASS, NIXON & KENNEDY, INC.,
CONSULTING ENGINEERS
10405E Ligon Mill Road, Rake Forest, NC 27587
PHONE [phone] FAX [phone]
From: Marty Bizzell [mailto:[e-mail]]
Sent: Monday, August 14, 2006 2:54 PM
To: '[e-mail]'
Subject: Bryerstone Subdivision - DWQ Project# 06-1145.
Sam:
received your voicemail regarding impervious information for Bryerstone Subdivision (Total Site Area 91.83
acres).
The maximum proposed total impervious area for the site is 15%. The impervious surface area breakdown is
as follows:
o Roadway: 3.84% or 153,767 sf
o Recreation Site: 0.75% or 30,000 sf
o Residential Lot Impervious Area: 10.41% or 416,411 sf
Total Proposed Impervious Area : 15.0% or 599,821 sf
trust the above information provided is sufficient for your review.
Please let me know should you need any additional information.
Thanks,
Marty D. Bizzell, CPESC
Project Manager
BASS, NIXON & KENNEDY, INC.,
CONSULTING ENGINEERS
10405E Ligon Dlill Road, Wake Forest, NC 27587
111IONE 919/851-4422 FAX [phone]
1 of 1 8/21/2006 3:02 PM
I
BASS, NIXON & KENNEDY, INC.
© CONSULTING ENGINEERS
? 6310 CHAPEL HILL ROAD, STE. 250, RALEIGH, NC 27607
_ TEL: [phone], FAX: [phone]
ltill)405-E LIGON MILL ROAD, WAKE FOREST, NC 27587
TEL: [phone], FAX: [phone]
TO
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AUG 2 4 2006
? Shop drawings
? Copy of letter
LIETT0 OF TRANWA00L
DATE 6 JOB NO.
ATTENTION
RE:
;Or
F3D L
l

? Attached ? Under separate cover via the following items:
[Prints ? Plans ? Samples ? Specifications
? Change order ?
COPIES DATE NO. DESCRIPTION
./ultduy ?s
THESE ARE TRANSMITTED as checked below:
For approval ? Approved as submitted
n" s?" For your use ? Approved as noted
? As requested ? Returned for corrections
? For review and comment ?
? Resubmit copies for approval
? Submit copies for distribution
? Return corrected prints
? FORBIDS DUE 20 ? PRINTS RETURNED AFTER LOAN TO US
REMARKS
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14
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It enclosures are not as noted, kindly notify us at once.
Bryerstone Subdivision - DWQ Project# 06-1145.
Subject: Bryerstone Subdivision - DWQ Project# 06-1145.
From: "Marty Bizzell" <[e-mail]>
Date: Mon, 14 Aug 2006 14:53:43 -0400
To: <sum.aghimieli@ncmaiLnet>
Sam:
I received your voicemail regarding impervious information for Bryerstone Subdivision (Total Site Area 91.83
acres).
The maximum proposed total impervious area for the site is 15%. The impervious surface area breakdown is
as follows:
o Roadway: 3.84% or 153,767 sf
o Recreation Site: 0.75% or 30,000 sf
o Residential Lot Impervious Area: 10.41% or 416,411 sf
Total Proposed Impervious Area : 15.0% or 599,821 sf
trust the above information provided is sufficient for your review.
Please let me know should you need any additional information.
Thanks,
Marty D. Bizzell, CPESC
Project Manager
BASS, NIXON & KENNEDY, INC.,
CONSULTING ENGINEERS
10405E Ligon NUB Road, Wake Forest, NC 27587
PHONE [phone] FAX [phone]
1 of 1 8/15/2006 10:00 AM
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7
Office Use Only: Form Version March 05
2 0 0 6 1 1 4 5
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project: )
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
5
1. Owner/Applicant Information JUL 1 6 CUUb
Name:Bryerstone Development LLC
Mailing Address: l l l W Main Street ?r?< - ???;r? e?;u t Y
!"y'Ell r_?!f?s r? ?? ?Trrz? ?:".",Tr-? rar:>1r1{
Garner N.C. 27529
Telephone Number: 919-779-4930 Fax Number:-919-975-4797
E-mail Address: notefunderOaol.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Marty D Bizzell
Company Affiliation: Bass Nixon and Kennedy, Inc.
Mailing Address: 10405E Lion Mill Road
Wake Forest, N.C. 27587
Telephone Number: 919-645-2096 Fax Number: 919-570-1362
E-mail Address: marty-bizzellabnkinc.com
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name ofproject: Bryerstone Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1605-51-0345
4. Location
County: Johnston Nearest Town: Clayton
Subdivision name (include phase/lot number): Bryerstone Subdivision
Directions to site (include road numbers/names, landmarks, etc.): Easton 1-40 to NC210,
West on NC 210 to Jackson-King Road (SR 1531), right on to Jackson-King Road to
intersection of Landmark Rd (SR 1538). site is 1500' north of intersection.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.53 ON 78.64 °W
6. Property size (acres):
7. Name of nearest receiving body of water: Coleman Branch (Tributary to Black Creek)
River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Agyriculural and Forested
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Development consists of 87 lot residential subdivision with one crossing of a Neuse Riparian
Buffer. Equipment to be used would consist of trackhoe and dozer.
11. Explain the purpose of the proposed work: Purpose of proposed work is to construct a
residential subdivision.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: N/A
Page 7 of 12
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
.-.,gel.. 1;- ; -+o .l„P fn lhnth ctnirtilre and flnndinq_
Wetland Impact

Site Number
(indicate on map)

Type of Impact Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property:
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
--+ ham, -liirlPrl Tn r-nlrnlnta nrrenae multinly length X width- then divide by 43.560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
IPerennialntermittent t'? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
1 Trib to Coleman Br Road Crossing Intermittent 2' 122.25 0.0056

Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill -Yonvatinn rlrariainv flnndinxr_ drainage- bulkheads. etc.
Open Water Impact
Site Number
(indicate on ma) v v Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)

Total Open Water Impact (acres)
Page 8 of 12
6. List t
he cumulative impact to all Waters of the U.S. resulting from the project.
Stream Impact (acres):
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet):
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ? No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local storrnwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.litml.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o. enr. state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
LX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No ?
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet) Mitigation
1 5986.5 3 (2 for Catawba)
2 2705.9 1.5
Total I 8692.4 I 1 1
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or.0260. N/A
Page I 1 of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Impervious area for site will not exceed 15%.
XII. Sewage Disposal (required by DWQ)
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.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
App cant/Agent's Signature Date
's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
?F W
o\ ATFROG
.+. • C r
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Colleen H. Sullins, Deputy Director
Division of Water Quality
7?\Lti0.ry 90,2006
RRO# d(o -o11
County:
Da Y\: z l S . ?1, l0-
U k? S?cot?cl & -.
' mM j4 t { r 0C 15 1 ?
Attn: TGc?I- ?)I Il k-P ,
BASIN:
Neuse River -?
(I 5A NCAC 2B .0233)
Tar-Pamlico
(I 5A NCAC 2B .0259)
Project: 1???!G?lllt
Location of p
t- -e, "
Surface Water on Property: t_kT' ?tn c-L Creel`
Feature(s) field verified on. ' 0

Feature(s) Not
Subject
Subject
Start tai,
Stop aa. Stream
Form Pts. Soil
Survey USGS
To o
'PI
U ? of-fit., ('c? .? ???e ??
v

Explanation: The feature(s) listed above has or have been located on the most recent paper copy of the Soil Survey
Map and/or the most recent copy of the USGS Topographic Maps. Each feature that is checked "Not Subject" has
been determined not to be a stream or is not present on the property. Features that are checked "Subject" have been
located on the property and possess characteristics that qualify it to be a stream. There may be oth ln, =alxcl rr
located on your property that do not show up on the maps listed above, but still maybe a jurisdictio according to the US Army Corps of Engineers and/or to the Division of Water Quality.
CSL?I-:u
r
Raleigh Regional Office 1628 Mail Service Center `phone [phone] Cust Fvice,
Water Quality Section Raleigh, NC 27699-1628 facsimile [phone] 1-877483 1
2006
,. 1 1
Page 2 of 2
This oat-site determination shall expire five (S) years from the date of this letter. Landowners or a ffectetl pru•ties
that dispute a determination made by the D{VO or Delegated Local Authority that a surface water exists antl that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing c% Cyndi Karoly, DIVO WetlandsI401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the D1VQ or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask for an ad judicatory hearing. You must
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutorY
appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of
this decision. DlVO recommends that the applicant conduct this notification irr order to be certain that third
party appeals are made in a timelti, manner. To ask fbr a hearing, send it writterr petition, whieh conforms to
Chapter 150B of the North Carolina General Statutes to the Office of, lthrriuistrative Hearings, 071-! Mail
Service Center, Raleigh, N. C. 27699-6714. This determination is final and biudin, unless you ask for it hearing
within 60 days.
The (owuet/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision conceruin; any ftture correspondences regardin, the subject properly (stated
above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1736, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-376-3441.
Respectfully,
Michael Horan
Envirorunental Spec. I
CC: j3cZ5S, tJt i.q?t r?ne?4, A-Fkr.:?v\r'rV- j Q 3? Ze.ll, ICAO°5 L_ ,S3 ? t11; ?? ?? l,??SccForosl: NL X15 3 Z
US Army Corps of Engineers, Aaleigh Regulatoty Office
Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
File Copy
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BASS, NIXON & KENNEDY, INC.
CONSULTING ENGINEERS
? 6310 CHAPEL HILL ROAD, STE. 250, RALEIGH, NC 27607
TEL: [phone], FAX: [phone]
7,0405-E LIGON MILL ROAD, WAKE FOREST, NC 27587
// TEL: [phone], FAX: [phone]
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? For your use ? Approved as noted
? As requested ? Returned for corrections
? For review and comment ?
? Resubmit copies for approval
? Submit copies for distribution
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BASS, NIXON & KENNEDY, INC. CONSULTING ENGINEERS
k 10405-E LIGON MILL ROAD, WAKE FOREST NC. 27587
919/851-4422 FAX [phone] www.BNKinc.com
MEMORANDUM i
DATE: August 4, 2006
TO: Mr. Ian McMillan
Division of Water Quality
Department of Environment and Natural Resources
FROM: Marty D. Bizzell, CPESC
RE: Bryerstone Subdivision
Per receipt of Request for More Information dated 7/25/06 from your office, the requested
information in being submitted for review. The following represents the response to each
comment.
Comment #1: A location map has been included on the Buffer Impact Map with primary road
names as well illustrating the site location with respect to local towns.
Comment #2: A profile sheet showing the location of the stream crossing is included with this
submittal. The culvert is shown to be buried 1' below the stream bed.
Comment #3: No sanitary sewer lines are proposed for this site.
Comment #4: Level spreaders have been designed and shown on the Buffer Impact Map.
Level spreader worksheets and a signed/notorized Operations and Maintenance Agreement is
also included with this submittal.
I am including 7 copies of the revised plans as well as worksheets and operations and
maintenance agreement for your review.
Please contact me at 645-2096 should you have any questions or require any further
information.
`
arty D, 4BI'zv'ell, CP C
Project Manager
Bass, Nixon and Kennedy, Inc.
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
Bryerstone Subdivision
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
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.
Print name: Michael Morrison
Title: Manager, Bryerstone Development, LLC
Address: 111 W. Ma,?n_ Street ?uit_jp? 202
Phone: 919 - 7 7 0
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, ?? w J a;?,UaQ,?? , a Notary Public for the State of C. ,
County of o , do hereby certify that o cn
personally appeared before me this day of oG , and acknowledge the due
execution of the forgoing r??rde`'n`GcYt'sYn maintenance requirements. Witness my hand and
Leve Area er
official seal, •???????????,
J* UlUtp-"'
'VAI
covN`,? ,
SEAL My commission expires 3 -(6 , 09
Page 1 of 1
DWQ Project No. 0 6 -114 5
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Bryerstone Subdivision
Contact Person: Marty Bi zzel l Phone Number: ( 919 645-2096
Level Spreader ID:
Level Spreader 1
Level Spreader Length 37 ft. (perpendicular to flow)
Drainage Area 0.60 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0 _ 1 8 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope 3 . 5 % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
Pre-treatment or Bypass Method
2.83 cfs
2.83 cfs
Ground cover
w/ forest
condition
N/A
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
MDB Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
NIA Pre-Form Scour Holes are on flat slopes only
MDB No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
N/A Bypass method is specified (if applicable) and plan details and calculations are provided
N/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
N/A No structures are located in protected buffers.
N/A Plan details for the bypass and outlets are provided.
NT / A The operation and maintenance agreement includes annual erosion and vegetation repair.
N/A The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No. 06-1145
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Bryerstone Subdivision
Contact Person: Marty Bizzell Phone Number: [phone]
Level Spreader ID: -
Level Spreader 2
Level Spreader Length 13 ft. (perpendicular to flow)
Drainage Area 0. 20 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0 . 08 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope 3 % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Sto rm 1 . 01 cfs
Max. Discharge to Level Spreader 1 .01 cfs
Filter Strip/Buffer Vegetation Good ground (thick ground cover or grass, canopied forest with leaf litter
in forest groundcover)
condition
Pre-treatment or Bypass Method N/A
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Aoolicants Initials
MDB Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
N/A Pre-Form Scour Holes are on flat slopes only
MDB No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
NIA Bypass method is specified (if applicable) and plan details and calculations are provided
N/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
NIA No structures are located in protected buffers.
N / A Plan details for the bypass and outlets are provided.
N/A The operation and maintenance agreement includes annual erosion and vegetation repair.
N/A The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No. 06-1145
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Bryerstone Subdivision
Contact Person: Marty Bizzell Phone Number: [phone]
Level Spreader ID:. Level Spreader 3
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
47 ft. (perpendicular to flow)
0.71 ac. (on-site and off-site drainage to the level spreader)
0. 28 ac. (on-site and off-site drainage to the level spreader)
3 % (6% for forested, leaf littler cover, 8% for thick ground cover)*
3. 59 cfs
3. 59 cfs
GO0(1 ground (thick ground cover or grass, canopied forest with leaf litter
cov r in forest groundcover)
condition
N/A
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A licants Initials
MDB Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
N/A Pre-Form Scour Holes are on flat slopes only
MDB No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
N/A Bypass method is specified (if applicable) and plan details and calculations are provided
N/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
N/A No structures are located in protected buffers.
N4A Plan details for the bypass and outlets are provided.
N/A The operation and maintenance agreement includes annual erosion and vegetation repair.
N/A The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No. 06-1145
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Bryerstone Subdivision
Contact Person: Marty Bi .z 11 Phone Number: [phone]
Level Spreader ID:. Level Spreader 4
Level Spreader Length 93 ft. (perpendicular to flow)
Drainage Area 1. 60 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0. 16 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope < 2 % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm 7. 12 cfs
Max. Discharge to Level Spreader 7. 12 cfs
Filter Strip/Buffer Vegetation Ground co v e r (thick ground cover or grass, canopied forest with leaf litter
in forest groundcover)
condition
Pre-treatment or Bypass Method N/A
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Aoolicants Initials
MD B Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
N/A Pre-Form Scour Holes are on flat slopes only
MDB No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
N/A Bypass method is specified (if applicable) and plan details and calculations are provided
N / A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
N/A No structures are located in protected buffers.
N/A Plan details for the bypass and outlets are provided.
N/A The operation and maintenance agreement includes annual erosion and vegetation repair.
NIA The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
oFWATF9
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
July 25, 2006
Bryerstone Development, LLC
111 W. Main Street
Garner, NC 27529
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-1145
Johnston County
Subject Property: Bryerstone Subdivision
Coleman Branch/Black Creek [030404, 27-45-(2), C, NSW]
REQUEST FOR MORE INFORMATION
Dear Sir or Madam:
On July 13, 2006, the Division of Water Quality (DWQ) received your application dated July 7,
2006 to impact 122 linear feet of intermittent stream and 5,987 square feet (ft2) of Zone 1 Neuse
River basin protected riparian buffers and 2,706 square feet (ft) of Zone 2 Neuse River basin
protected riparian buffers to construct the proposed residential subdivision. The DWQ has
determined that your application was incomplete and/or provided inaccurate information as
discussed below. The DWQ will require additional information in order to process your
application to impact protected wetlands and/or streams on the subject property. Therefore,
unless we receive the additional information requested below, we will have to move toward
denial of your application as required by 15A NCAC 2H .0506 and will place this project on
hold as incomplete until we receive this additional information. Please provide the following
information so that we may continue to review your project.
Additional Information Requested:
1. Please provide a location map illustrating the location of this site with respect to a local town
or primary roads.
2. Please provide cross section details showing provisions for aquatic life passage.
3. Please locate any planned sewer lines on the site plan.
4. Please indicate the diffuse flow measures on the site plan, and submit level spreader
worksheets and a signed and notarized Operations and Maintenance agreement.
Please contact the DWQ within three weeks of the date of this letter to verify that you have
received this letter and that you remain interested in continuing to pursue permitting of your
project and will be providing the DWQ the requested information at a later date. Please contact
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htti)://h2o.enr.stile.nc.us/ncwetlands
One N Carolina
Naturallil
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Bryerstone Development, LLC j
Page 2 of 2
July 25, 2006
me in writing and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you
within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian
McMillan at 919-733-1786 if you have any questions regarding or would like to set up a meeting
to discuss this matter.
Sincerely,
or-x /1?;-4
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Marty Bizzell, Bass, Nixon & Kennedy, Inc., 10405E Ligon Road, Wake Forest, NC 27587
Filename: 061145BryerstoneSD(Jo6nston)On_llold
DWQ # 06-1145 Bryerstone SD
1 \
Subject: DWQ # 06-1145 Bryerstone SD
From: Laurie Dennison <[e-mail]>
Date: Wed, 26 Jul 2006 11:23:48 -0400
To: [e-mail]
CC: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being
forwarded to you electronically so that you may expedite preparation of your
response. Please do not send your response as a reply to this e-mail or via fax.
The hard copy is being sent via Us Mail. All response correspondence is to be
mailed via hard copy to the 401 Oversight and Express Permits Unit, 2321 Crabtree
Blvd., Raleigh, NC, 27604 unless otherwise noted.
061145BryerstoneSD(Johnston)On_Hold.doe
Content-Type: application/msword
Content-Encoding: base64
Iof I
7/26/2006 11:24 AM
RE: Bryerstone Subdivision
Subject: RE: Bryerstone Subdivision
From: "Marty Bizzell" <[e-mail]>
Datc: Tue, 18 Jul 2006 15:15:12 -0400
To: "'Laurie Dennison"' <[e-mail]>
Laurie:
2066114
5
The individual's name associated with Bryerstone Development, LLC is Michael
Morrison.
Please let me know should you need additional information.
Thanks,
Marty D. Bizzell, CPESC
Project Manager
BASS, NIXON & KENNEDY, INC.,
CONSULTING ENGINEERS
10405E Ligon Mill Road, Wake Forest, NC 27587
PHONE [phone] FAX [phone]
-----Original Message-----
From: Laurie Dennison [mailto:laurie.j.dennison©ncmail.net]
Sent: Tuesday, July 18, 2006 9:34 AM
To: marty.bizzellobnkinc.com
Subject: RE: Bryerstone Subdivision
DWQ is in need of an individual's name associated with Bryerstone
Development, LLC (as permit owner/applicant) to enter Bryerstone
Subdivision project into the DWQ database. Please reply to this email
with that information at your earliest convenience.
Thank you,
Laurie Dennison
Administrative Assistant
DENR-DWQ
Wetlands/401 Unit
1 of 1 7/18/2006 3:28 PM
RE: Bry •rstone Subdivision
f ?
Subject: RE: Bryerstone Subdivision
From: Laurie Dennison <[e-mail]>
Date: Tue, 18 Jul 2006 09:33:43 -0400
To: [e-mail]
DWQ is in need of an individual's name associated with Bryerstone Development, LLC
(as permit owner/applicant) to enter Bryerstone Subdivision project into the DWQ
database. Please reply to this email with that information at your earliest
convenience.
Thank you,
Laurie Dennison
Administrative Assistant
DENR-DWQ
Wetlands/401 Unit
1 of 1 7/18/2006 9:34 AM
RE: DWQ # 06-1145 Bryerstone SD
Subject: RE: DWQ # 06-1145 Bryerstone SD
From: "Marty Bizzell" <[e-mail]>
Date: Wed, 26 Jul 2006 14:01:46 -0400
To: "'Laurie Dennison"' <[e-mail]>
CC: <[e-mail]>
Laurie:
I received your e-mail and will submit all requested information.
Thank you for your help.
Marty D. Bizzell, CPESC
Project Manager
BASS, NIXON & KENNEDY, INC.,
CONSULTING ENGINEERS
10405E Ligon Mill Road, Wake Forest, NC 27587
PHONE [phone] FAX [phone]
-----Original Message-----
From: Laurie Dennison [mailto:[e-mail]]
Sent: Wednesday, July 26, 2006 11:24 AM
To: notefundergaol.com
Cc: marty.bizzellobnkinc.com
Subject: DWQ # 06-1145 Bryerstone SD
Please see attached the Division of Water Quality's request for more
information related to your recent application. Please note that this
message is being forwarded to you electronically so that you may
expedite preparation of your response. Please do not send your response
as a reply to this e-mail or via fax. The hard copy is being sent via
US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd.,
Raleigh, NC, 27604 unless otherwise noted.
I
1 of 1 7/26/2006 2:51 PM

Office Use Only:

u u.'-, to ? l.? 3
Form Version March 05
USACE Action ID No. DWQ No. 2 0 0 6 1 -1 11 5
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed`Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
LE
Owner/Applicant Information JUL i J LUUb
Name: Bryerstone Development LLC
uf_Nk - ?VRI LR QJAIIiY
Mailing Address:I I I W Main Street --
'
Garner N.C. 27529
Telephone Number: 919-779-4930 Fax Number: 919-975-4797
E-mail Address: notefunder(a)aol.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Marty D Bizzell
Company Affiliation: Bass Nixon and Kennedy, Inc.
Mailing Address: 10405E Ligon Mill Road
Wake Forest N.C. 27587
Telephone Number: 919-645-2096 Fax Number: 919-570-1362
E-mail Address: marty.bizzell(@bnkinc.com
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name ofproject: Bryerstone Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
N/A
3. Property Identification Number (Tax PIN): 1605-51-0345
4. Location
County: Johnston Nearest Town: Clayton
Subdivision name (include phase/lot number): Bryerstone Subdivision
Directions to site (include road numbers/names, landmarks, etc.): Easton I-40 to NC210,
West on NC 210 to Jackson-King Road (SR 1531), right on to Jackson-King Road to
intersection of Landmark Rd (SR 1538). site is 1500' north of intersection.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.53 ON 78.64 °W
6. Property size (acres): 91.79
7. Name of nearest receiving body of water: Coleman Branch (Tributary to Black Creek)
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Agriculural and Forested
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Development consists of 87 lot residential subdivision with one crossing of a Neuse Riparian
Buffer. Equipment to be used would consist of trackhoe and dozer.
11. Explain the purpose of the proposed work: Purpose of proposed work is to construct a
residential subdivision.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: N/A
Page 7 of 12
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
-lv 1-+ imnartc r1r1i, to tenth ctrur.ture and flooding.
Wetland Impact

Site Number
(indicate on map)

Type of Impact Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property:
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
mnct hP inrlnriprl Tn rn1r111ntP nrrenoe multinly length X width- then divide by 43.560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
Perennial o;
Interrittent'. Average
Stream Width
Before Impact Impact
Length
(linear feet)
linear feet Area of
Impact
(acres)
1 Trib to Coleman Br Road Crossing Intermittent 2' 122.25 0.0056

Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill exrnvntinn rlredvinv flnnding- drainage- bulkheads. etc.
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody

(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)

Total Open Water Impact (acres)
Page 8 of 12
6
List the cumulative impact to all Waters of the U.S. resulting from the project.
Stream Impact (acres):
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet):
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ? No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
ide.html.
http://h2o.enr.state.nc.us/ncwetlands/strmg
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o enr. state. nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX.
X.
Environmental Documentation (required by D`VQ)
1. Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federal/state) land? Yes ? No ?
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet) Mitigation
1 5986.5 3 (2 for Catawba)
2 2705.9 1.5
Total 8692.4
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or.0260. N/A
Page 11 of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Impervious area for site will not exceed 15%.
XII. Sewage Disposal (required by DWQ)
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.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No 21
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
-7-&
Apppicant/Agent's Signature Date
s signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
- aF W A T FRPG

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Colleen H. Sullins, Deputy Director
Division of Water Quality
`YCtyvLary 90 2006
l RRO# 0 (o
County: ?,c<lo,?

Attn: 1 )C> !? jaj k-e j
BASIN:
Neuse River
(15A NCAC 2B .0233)
Tar-Pamlico
(15A NCAC 213.0259)
Project: t^? 1 -CrazL?
Location of
Surface Water on Property: t_kT, '{ ::? 111acIL C f.e ..-
Feature(s) field verified on

Feature(s) Not
Subject
Subject
Start (i?
Sto a. Stream
Form Pts. Soil
Survey USGS
To o
a 91

.. .. .,
ci

Explanation: The feature(s) listed above has or have been located on the most recent Wiper copy of the Soil Survey
Map and/or the most recent copy of the USGS Topographic Maps. Each feature that is checked "Not Subject" has
been determined not to be a stream or is not present on the property. Features that are checked "Subject" have been
located on the property and possess characteristics that qualify it to be a stream. There may be oth a --
BASS.- -x0- (-
located on your property that do not show up on the maps listed above, but still maybe a jurisdictio ea"nif=tip",
according to the US Army Corps of Engineers and/or to the Division of Water Quality.
Raleigh Regional Office 1628 Mail Service Center
Water Quality Section Raleigh, NC 27699-1628
tii iA
z"ZCE71- phone [phone] Cust Force,
facsimile [phone] 1-877483
2006
1[\
9_0 ?4_ C)(0-01-1
I/ z-0/0Q
Page 2 of 2
This on-site determination shall expire five (S) years from the elate of this letter. Landowners or affLcted parties
that dispute it determination made by the DIVO or Delegated Local Authority that it surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request./or a determination by the
Director shall be referred to the Director in writing c% Cyndi Karoly, DIVO IVetlauels/401 Unit, 2321 Crabtree
Blvd., Raleigh, NC27604-2260. Individuals that dispute a determination by the DIVA or Delegated Local
-luthority that "exempts" a surface water from the buffer rule may risk for an rut judicator}, hearing. You must
act within 60 clays of the date that you receive this letter. Applicants tire hereby notified that the 60-day statutory
appeal time does not start until the ufficted party (including downstream and adjacent landowners) is nut{fed of
this decision. DiVO recommends that the applicant conduct this notifrc•ation in order to be certain that third
parry appeals are awhile in a timely manner. To ask for a hearing, send it written petition, which c wqu )rm .? to
Chapter 150B of the North Carolina General Statutes to the Office of,ldministrative Hetuurgs', 6714 Mail
Service Center, Raleigh, N.C 27699-6714. This determination is final and bindin, unless you usA for it heur•in
within 60 days.
.` A4
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal:lgencies) of this decision concerning ally future correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Ralei(,,h Regulatory Field Office) at (919)-376-8441.
Respectfully,
Michael Horan
Environ.nental Spec. I
CC: 3c15S,tJ V le v\-rXe'k r r.:hart Q ??cllr LC'103 ?-`So,? i11:k\p? l,.S cForc?lc t.tC 15137
US Army Corps of Engineers,?Aaleigh Regulatory Office
Wetlands/ Storntwater Branch, 2321 Crabtree Blvd, Suite 250, Ralei-,h, NC 27604
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DWQ# Date Z L Who Reviewed: C d.? ??-
1 '
Plan DetallYncomplete
1_'i _
Please provide a location map for the project t f 'A 4,- S
? Please show all stream impacts including 0 fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
1
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
[Please provide cross section details showing the provisions for aquatic life passage.
Please locate any planned-sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
M'Pina fS Ct1fYEifv thr nrry- nt fnrnirrt imn cnrea n nn #1- pc -*f"4 )",;I _n»f nnnriitinn ?f.? ? ??(/ i'?T?
x k\_ ? Please indicate all stormwat r ou&lls on the site plan. a= "i
L'
Please indicate the diffuse flow provision measures on the site plan ?Lg +?
? Please indicate whether or not the proposed impacts already been conduct 'k _ L f-
Avoidance. and/or Minimization Not Provided
? - The labeled as on the plans does not appear to be necessary. Please eliminate the . or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as
. Please revise the plans to avoid the impacts.
?. This Office believes that the labeled on the plans as
Please revise the plans to minimize the impacts.
can be moved. or reconfigured to avoid the impacts to the
can be moved or reconfigured to minimize the impacts to the
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entirebuffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer. .
Other
? . The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information:
? Please submit electronic CAD files showing , via email to [e-mail] and CD:
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
/
~ I ~ A ~ 1 / r~~ / / I I i 1 ~ i ~ ~ I ~ v v ? ! I I I i ~ i / / I I / ~I ~ I ! ~ / r / ! , f f1 r!!! I
~ ~ - ~ ~ ~ ~ 1 - v ` / I / v y- ~ - !-j--j ~ 1 I A A 1 / I ! / , A ~ A / ! ! / , ! A ~ ' ' . ' SITE SUMMARY DATA:
/ I 1 ` ' ~ ~ ' ' I ' ' P 1 N NUMBER: 1605-51-0345
~ - - - I II I i I ~ ~ /l / I I / _ v vv v v ~ l v ~ i t ~ I~ _ ! I 1 r A A A~ ~ / / I \ I l i l ~ l r I / / / \ \ \ ` I \ ~ \ \ I _ ~ I l / / / / , l ///l ~ ~ v ~ ~ ~ , ~ ~ ~ /~11 I AREA. 91.79 ACRES
l I I ~ i 1 1 r rrr I A \ V A ~ I 1 1 1 ~ l V I I~~ ! r r / 1 / A V I I ~ A v ~ ~ v r"~~~- i'i ~ ' ' ! II I ZONING-AR: AGR 1 CUL TURAL RES 1 DENT 1 AL v / ~ , , f ~ , ~ ,
I I ~ I I I / r / / _ / / / / v v v v, v v ~ v - ~ , ~ I „ , li,; , , PROPOSED RECREATION SITE . 3.72 ACRES
i l ~ ~ ~ ~ I I 1 1 r' / / ` v v v i _ r I ~ I f r ~ / ` v 1 v v v v ` ` ` ` \ \ ~ ' ' ' ! ' - _ PROPOSED R 1 GHT-OF-WAY AREA: 8.35 ACRES
I ~ ~ I ~ t I ( / / / / v v v ~ v I ~ ( ~ 1 / r - / / / / / V ~ A i it ~ I l l l l I / r~----------- r ~ I V v 1 \I 1 vv I I V ` `V AV11 f l I I f '/i'~ _ ~ / t ~ I / ~ ~ , ~ SEPTIC REPA 1 R AREA. 1.94 ACRES v 1.1 1 / 1 1 r / / / ~ / / ~
I ~ I I l I I ! I r ~ ~~_.i l/ A 1 v A - ~I ` ` 1"' PR P P N PACE: 4.69 ACRES _ III„1 f , / / , ~ ~ 0 OSED 0 E S
I I V f ~ - , , l I I I i ( V I i ~ , / l l l I / r ~ V I ! I ~ 1 I I 1 r` \ r / r I 11 NUMBER OF PROPOSED LOTS: 87 v \ 1 I 11vv 1 ~ I ~ i~ ~
I r , I i 1 1 I ~ / a / , / / 1 V~1 1111 V i' t /f/ , / i I i~ _ 1 'l /i / i i i I I - ~ I I ! I' ~ AV RA T S E. 0.84 ACRES E GE LO IZ III I t / I I I ~ , ! ! r f I I , / . / '
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