20051689 Ver 1_Complete File_20051025

Y ~OF W ATF9Q Michael F. Easley, Governor

William G. Ross Jr., Secretary
UJ 7 North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 28, 2005
DWQ Project # 05-1689
Nash County
Phillip Miller
1900 Chase Court
Raleigh, NC 27607

Subject Property: Camp Miller Driveway
Beaverdam Branch [030302, 28-68-1-3, C, NSW]

Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Miller:

You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.038 acres of wetland, 84 linear feet of stream waters and 6,028 square feet
(ft) of protected riparian buffers (3,628 square feet Zone 1, and 2,400 square feet Zone 2) for the purpose
facilitating access to a land locked piece of property for recreational use as well as future timber activities
at the subject property, as described within your application dated September 2, 2005 and received by the
N.C. Division of Water Quality (DWQ) on September 2, 2005, with additional information received by
the DWQ on September 28, 2005 and October 17, 2005. After reviewing your application, we have
decided that the impacts are covered by General Water Quality Certification Number(s) 3404 (GC3404).
The Certification(s) allows you to use Nationwide Permit(s) 14 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 .0259. 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.
Conditions of Certification:
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 Oversight/Express Review Permits Unit d'~ L7Erq t
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/nmetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

Phillip Miller t
Page 2 of 3
October 28, 2005

Amount Approved (Units) Plan Location or Reference
Stream 84 linear feet PCN page 4 of 8
404/LAMA Wetlands 0.038 acres PCN page 4 of 8
Zone 1 TPBR Buffer Impacts 3,628 (square feet PCN page 7 of 8
Zone 2 TPBR Buffer Impacts 2,400 (square feet PCN page 7 of 8

Sediment and Erosion Control:

2. 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.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
3. 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 404/401Permit Application. 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. 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;

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 15 NCAC 2H,
Section.0500;
6. 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 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;

Phillip Miller
Page 3 of 3
October 28, 2005
7. Stormwater Management Plan

A written stormwater management plan (including a signed and notarized Operation and Maintenance
Agreement) shall be submitted to the 401 Oversight and Express Permitting Unit (2321 Crabtree
Blvd., Suite 250, Raleigh, NC, 27604) and approved by this Office prior to any development of the
subject property other than the activity authorized by this certification. The stormwater management
plan must include plans, specifications, and worksheets for stormwater management facilities that are
appropriate for the surface water classification and designed to remove at least 85% TSS according to
the most recent version of the NC DENR Stormwater Best Management Practices Manual.
Additionally, in watersheds within one mile and draining to 303(d) listed waters, as well as
watersheds that are classified as nutrient sensitive waters (NSW), water supply waters (WS), trout
waters (Tr), high quality waters (HQW), and outstanding resource waters (ORW), the Division shall
require that extended detention wetlands, bio-retention areas, and ponds followed by forested filter
strips (designed according to latest version of the NC DENR Stormwater Best Management Practices
Manual) be constructed as part of the stormwater management plan when a site-specific stormwater
management plan is required. These facilities must be designed to treat the runoff from the entire
project, unless otherwise explicitly approved by the Division of Water Quality. Also, before any
permanent building is occupied at the subject site, the facilities (as approved by this Office) shall be
constructed and operational, and the stormwater management plan (as approved by this Office) shall
be implemented. The structural stormwater practices as approved by this Office as well as drainage
patterns must be maintained in perpetuity. No changes to the structural stormwater practices shall be
made without written authorization from the Division of Water Quality.
I
8. 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 (NCG010000) administered by DWQ is automatically issued 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
httn://h2o.enr.state.ne.us/su/Forms Documents.htm.;
9. 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. Therefore, you must provide plans with adequate details that indicate that the current stability
of the stream will be maintained or enhanced. You must receive written approval from this Office for

Phillip Miller
Page 4 of 3
October 28, 2005
the above plans before the culvert(s) is installed. Culvert(s) must be installed according to approved
plans.

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 downstream 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.
10. Diffuse Flow (No Review)

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 2B .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.
Certificate of Completion:

11. 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 1 50B of

f Phillip Miller
Page 5 of 3
October 28, 2005
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.

This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Mike Horan in the DWQ Raleigh Regional Office at 919-791-4200.
Sincerely,

j~ Alan W. Klimek, P.E.

AWK/Unt D

Enclosures: GC 3404
Certificate of Completion
cc: Kevin Miller, Soil & Environmental Consultants, P.A., 11010 Raven Ridge Road, Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files

Filename: 051689CampM i IlerDriveway(Nash)401+TPB R

OF W A TF9 Nlichacl F. Easley, Governor
\O~ Q61 William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
> 'i
Alan W. Klimek, P.E. Director
Division of water Quality
October 27, 2005
DWQ Project # 05-1689
Nash County
Phillip Miller
1900 Chase Court
Raleigh, NC 27607
Subject Property: Camp Miller Driveway
Beaverdam Branch [030302, 28-68-1-3, C, NSW]

Approval of 401 Water Quality Certification with Additional Conditions

Dear Mr. Miller:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.038 acres of wetland, 84 linear feet of stream waters and 6,028 square feet
(ft2) of protected riparian buffers (3,628 square feet Zone 1, and 2,400 square feet Zone 2) for the purpose
facilitating access to a land locked piece of property for recreational use as well as future timber activities
at the subject property, as described within your application dated September 2, 2005 and received by the
N.C. Division of Water Quality (DWQ) on September 2, 2005, with additional information received by
the DWQ on September 28, 2005 and October 17, 2005. After reviewing your application, we have
decided that the impacts are covered by General Water Quality Certification Number(s) 3404 (GC3404).
The Certification(s) allows you to use Nationwide Permit(s) 14 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 .0259. 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.
Conditions of Certification:
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:

N,Opne arolina
401 Oversight/Express Review Permits Unit ,/l/lfl(rll!!f
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwettands
An Equal Opportunity/Affirmative Action Employer - 50°16 Recycled/l0°1 Post Consumer Paper

Phillip Miller
Page 2 of 3
October 27, 2005
Amount Approved (Units) Plan Location or Reference
Stream 84 linear feet PCN page 4 of 8
404/CAMA Wetlands 0.038 acres PCN age 4 of 8

Sediment and Erosion Control:
2. 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.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
3. 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 404/401Permit Application. 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. 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;
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 15 NCAC 2H,
Section.0500;

6. 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 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;
7. Stormwater Management Plan

A written stormwater management plan (including a signed and notarized Operation and Maintenance
Agreement) shall be submitted to the 401 Oversight and Express Permitting Unit (2321 Crabtree

Phillip Miller
Page 3 of 3
October 27, 2005

Blvd., Suite 250, Raleigh, NC, 27604) and approved by this Office prior to any development of the
subject property other than that described in your PCN application. The stormwater management
plan must include plans, specifications, and worksheets for stormwater management facilities that are
appropriate for the surface water classification and designed to remove at least 85% TSS according to
the most recent version of the NC DENR Stormwater Best Management Practices Manual.
Additionally, in watersheds within one mile and draining to 303(d) listed waters, as well as
watersheds that are classified as nutrient sensitive waters (NSW), water supply waters (WS), trout
waters (Tr), high quality waters (HQW), and outstanding resource waters (ORW), the Division shall
require that extended detention wetlands, bio-retention areas, and ponds followed by forested filter
strips (designed according to latest version of the NC DENR Stormwater Best Management Practices
Manual) be constructed as part of the stormwater management plan when a site-specific stormwater
management plan is required. These facilities must be designed to treat the runoff from the entire
project, unless otherwise explicitly approved by the Division of Water Quality. Also, before any
permanent building is occupied at the subject site, the facilities (as approved by this Office) shall be
constructed and operational, and the stormwater management plan (as approved by this Office) shall
be implemented. The structural stormwater practices as approved by this Office as well as drainage
patterns must be maintained in perpetuity. No changes to the structural stormwater practices shall be
made without written authorization from the Division of Water Quality.
6. Construction Stormwater Permit NCGO10000
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
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://It2o.cnr.state.iic.itsl..sttIForm,v Doctnnents.hon.;
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. Therefore, you must provide plans with adequate details that indicate that the current
stability of the stream will be maintained or enhanced. You must receive written approval from this
Office for the above plans before the culvert(s) is installed. Culvert(s) must be installed according
to approved plans.
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,

I

Phillip Miller
Page 4 of 3
October 27, 2005
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 mariner 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 docunient correct installation
along with the Certificate of Completion form.

Certificate of Completion:
8. 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.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Mike Horan in the DWQ Raleigh Regional Office at 919-791-4200.

Sincerely,

Alan W. Klimek, P.E.

Y ~OF W ATF9Q Michael F. Easley, Governor

William G. Ross Jr., Secretary
UJ 7 North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 28, 2005
DWQ Project # 05-1689
Nash County
Phillip Miller
1900 Chase Court
Raleigh, NC 27607

Subject Property: Camp Miller Driveway
Beaverdam Branch [030302, 28-68-1-3, C, NSW]

Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Miller:

You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.038 acres of wetland, 84 linear feet of stream waters and 6,028 square feet
(ft) of protected riparian buffers (3,628 square feet Zone 1, and 2,400 square feet Zone 2) for the purpose
facilitating access to a land locked piece of property for recreational use as well as future timber activities
at the subject property, as described within your application dated September 2, 2005 and received by the
N.C. Division of Water Quality (DWQ) on September 2, 2005, with additional information received by
the DWQ on September 28, 2005 and October 17, 2005. After reviewing your application, we have
decided that the impacts are covered by General Water Quality Certification Number(s) 3404 (GC3404).
The Certification(s) allows you to use Nationwide Permit(s) 14 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 .0259. 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.
Conditions of Certification:
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 Oversight/Express Review Permits Unit d'~ L7Erq t
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/nmetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

Craig M. Newton, PE
1641 Brook Run Drive
Raleigh, NC 27614
October17, 2005

NCDENR Division of Water Quality HAND DELIVERED
Ms. Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
2321 Crabtree Boulevard, Suite 250
Raleigh NC 27604

Subject: Camp Miller Driveway, Spring Hope, NC
UT to Beaverdam Branch [030302, 28-68-1-3, C, NSW]
DWQ Project Number 20051689

Dear Ms. Karoly:

The enclosed plans have been revised to address your comments dated
October 11, 2005. Each of the twelve level spreaders have been drawn on the
plan to show their relationship to the stream buffer and topography. Please
advise if you require additional information to complete your review. You may
contact me if necessary at 919-801-2805.

Sincerely,

Craig M. ewton, PE

cc Philip Miller, 1900 Chase Court, Raleigh NC 27607 (w/ plans)
Kevin Martin, S&EC, 11010 Raven Ridge Rd, Raleigh NC 27614 (w/ plans)

~O~r ~7%!zoo5

DENR - WATER QUALITY
V V VLANDS k4D STOR} f,`-ATER BRAT"

W A rF9p Michael F. Easley, Governor
William G. Ross Jr., Secretary
CONorth Carolina Department of Environment and Natural Resources
- Alan W. Klimek, P.E. Director
Division of Water Quality
October 11, 2005
DWQ Project # 05-1689
Nash County

CERTIFIED MAIL: RETURN RECEIPT REQUESTED

Mr. Phillip Miller
1900 Chase Court
Raleigh, NC 27607

Subject Property: Camp Miller Driveway
Beaverdam Branch [030302, 28-68-1-3, C, NSW]

REQUEST FOR MORE INFORMATION

Dear Mr. Miller:

On September 28 2005, the Division of Water Quality (DWQ) received your application dated
September 2, 2005, to impact 0.038 acres of wetlands, 84 linear feet of streams and 6,028 square
feet of Tar-Pamlico River basin riparian buffers to facilitate access to a landlocked property for
recreational use as well as future timber activities. 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. Although station numbers have been provided for the locations of the level spreaders,
the level spreaders should be drawn on the plans to show proper orientation to contours
and proper sizing to match level spreader calculations.

2. Also, please overlay the protected stream buffers so we can be certain that the level
spreaders are located outside the protected buffers.

Please respond within three weeks of the date of this letter by sending this information to me in
writing and Mike Horan 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.

NQithcarolina
401 Oversight/Express Review Permitting Unit aturallil
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httl2://h2o.enr.state.nc.us/ncwctlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper

Phillip Miller
Page 2 of 2
October 11, 2005

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,

Cyn Iii Karoly, Supervisor
401 Oversight/Express Review Permitting Unit

CBK/ij?n

cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Kevin Martin, Soil & Environmental Consultants, PA, 11010 Raven Ridge Road, Raleigh, NC 27614

Filename: 051689 CampDtillerDriveway(Nash)On_llold

~0F W A rF9 p Michael F. Easley, Governor
\O ~i William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 19, 2005
DWQ Project # 20051689
Nash County

CERTIFIED MAIL: RETURN RECEIPT REQUESTED

Philip Miller
1900 Chase Court
Raleigh, NC 27607

Subject Property: Camp Miller Driveway, Spring Hope, NC
UT to Beaverdam Branch [030302, 28-68-1-3, C, NSW]

REQUEST FOR MORE INFORMATION

Dear Mr. Miller:

On September 2, 2005, the Division of Water Quality (DWQ) received your application dated
September 2, 2005 to impact 0.038 acres of wetlands and 84 feet of streams to construct the
proposed driveway. 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. Diffuse Flow

Please indicate the diffuse flow provision measures on the site plan.

2. Level Spreader

Level spreader worksheets have been provided along with station numbers but no station
numbers are on the plan, so it isn't possible to determine their location.

Please respond within three weeks of the date of this letter by sending this information to me in
writing and Mike Horan 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.

None Carolina
401 Ovcrsight/Express Review Permitting Unit Nhlrally
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/ncwctlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

Philip Miller
Page 2 of 2
September 19,2005

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,

Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit

CBK/bs

cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Kevin Martin, S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614

Filename: S:\2005 Correspondence\05-1689 Camp Muller Driveway (Nash) On llold.doc

DP-t # 05'!1689 Camp Miller Driveway

Subject: DWQ # 05-1689 Camp Miller Driveway
From: Laurie Dennison <[e-mail]>
Date: Tue, 20 Sep 2005 07:19:35 -0400

To: [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.
Content-Type: application/msword
05-1689 Camp Miller Driveway (Nash) On Hold.doc
Content-Encoding: base64

1 of 1 9/20/2005 7:30 AM

r

Craig M. Newton, PE
1641 Brook Run Drive
Raleigh, NC 27614
September 28, 2005

NCDENR Division of Water Quality HAND DELIVERED
Ms. Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
2321 Crabtree Boulevard, Suite 250
Raleigh NC 27604

Subject: Camp Miller Driveway, Spring Hope, NC
UT to Beaverdam Branch [030302, 28-68-1-3, C, NSW]
DWQ Project Number 20051689

Dear Ms. Karoly:

The enclosed plans have been revised to address your comments dated
September 19, 2005. The plans note the locations of level spreaders at points
where side ditches discharge to the tributary, and the centerline station numbers
are shown on the plans. Please advise if you require additional information to
complete your review. You may also call me at 919-801-2805.

Sincerely,

Craig M. Newton, PE

cc Philip Miller, 1900 Chase Court, Raleigh NC 27607 (w/ plans)
Kevin Martin, S&EC, 11010 Raven Ridge Rd, Raleigh NC 27614 (w/ plans)

o~c~~ad~D
SEP 2 g 2005

DENR. VJATER CIUALITY
V"r'ET~1DS AND STOWNXTER 6RANCH

09/27/2005 TLIE 14:05 FAX 919 881+9580 hake Internal Medicine 2002/003
0F VA TF
Wa
9oG Michael F. Easley, Govcmor
L7 y William G. Rocs Jr., Secretary
t_ Noah
Carolina Uepartarenl of Environment rnd Natural Resources
11
Alan W. Klimek. P.E. Diralur
Division of Watcr Quality
September 19, 2005
f 1 DWQ Project # 20051689
Nash County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED 6W611 J lo~
Philip Miller r~
1900 Chase Court 1
Raleigh, NC 27607
Subject Property: Camp Miller Driveway, Spring Hope, NC
UT to Beavcrdam Branch [030302,28-68-1-3, C, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Miller:

On September 2, 2005, the Division of Water Quality (DWQ) received your application dated
September 2, 2005 to impact 0.038 acres of wetlands and 84 feet of streams to construct the
proposed driveway. 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 21-1.0506 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. Diffuse Flow

Please indicate the diffuse flow provision measures on the site plan.

2. Level Spreader
Level spreader worksheets have been provided along with station numbers but no station
numbers are on the plan, so it isn't possible to determine their location.

Please respond within three weeks of the date of this letter by sending this information to me in
writing and Mike Horan of the DWQ Raleigh Regional Office. If we do not bear 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.

Nol
401 OvcnoVhtiCxpz ss Review Pcrnoninl; Unit N ihCarrdin
1650 Mail Scrvicc Ccntcr, Raleigh, North Carohna 27699-1650 ~~llf![!Yl/~If
2321 Crabtree Boulevard, Suite 250, Raleigh, North Caroluu3 27604
Phone: [phone] / FAX [phone] / Intcrna: l:nn•/ Flo cyst +e.uc/ncwrt
An Equal OF .qunity/AlTimi-,tive Action Employer- 50'.a R=),cled/10% Post Comurner Papcr

09/27/2005 TUE 14:06 FAX [phone] wake Internal Medlclne 07003/003
f
Philip Miller
Page 2 of 2
September 19,2005
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,

Cyndi Karoly, Supervisor
401 Oversight/Express Revicw Permitting Unit
Cslvbs
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Kevin Martin, S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614

Filename: S:V005 Carrespandetcei05-1699 camp Miller Driveway (Nash) on 11cid4ac

Phillip Miller t
Page 2 of 3
October 28, 2005

Amount Approved (Units) Plan Location or Reference
Stream 84 linear feet PCN page 4 of 8
404/LAMA Wetlands 0.038 acres PCN page 4 of 8
Zone 1 TPBR Buffer Impacts 3,628 (square feet PCN page 7 of 8
Zone 2 TPBR Buffer Impacts 2,400 (square feet PCN page 7 of 8

Sediment and Erosion Control:

2. 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.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
3. 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 404/401Permit Application. 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. 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;

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 15 NCAC 2H,
Section.0500;
6. 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 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;

Phillip Miller
Page 3 of 3
October 28, 2005
7. Stormwater Management Plan

A written stormwater management plan (including a signed and notarized Operation and Maintenance
Agreement) shall be submitted to the 401 Oversight and Express Permitting Unit (2321 Crabtree
Blvd., Suite 250, Raleigh, NC, 27604) and approved by this Office prior to any development of the
subject property other than the activity authorized by this certification. The stormwater management
plan must include plans, specifications, and worksheets for stormwater management facilities that are
appropriate for the surface water classification and designed to remove at least 85% TSS according to
the most recent version of the NC DENR Stormwater Best Management Practices Manual.
Additionally, in watersheds within one mile and draining to 303(d) listed waters, as well as
watersheds that are classified as nutrient sensitive waters (NSW), water supply waters (WS), trout
waters (Tr), high quality waters (HQW), and outstanding resource waters (ORW), the Division shall
require that extended detention wetlands, bio-retention areas, and ponds followed by forested filter
strips (designed according to latest version of the NC DENR Stormwater Best Management Practices
Manual) be constructed as part of the stormwater management plan when a site-specific stormwater
management plan is required. These facilities must be designed to treat the runoff from the entire
project, unless otherwise explicitly approved by the Division of Water Quality. Also, before any
permanent building is occupied at the subject site, the facilities (as approved by this Office) shall be
constructed and operational, and the stormwater management plan (as approved by this Office) shall
be implemented. The structural stormwater practices as approved by this Office as well as drainage
patterns must be maintained in perpetuity. No changes to the structural stormwater practices shall be
made without written authorization from the Division of Water Quality.
I
8. 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 (NCG010000) administered by DWQ is automatically issued 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
httn://h2o.enr.state.ne.us/su/Forms Documents.htm.;
9. 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. Therefore, you must provide plans with adequate details that indicate that the current stability
of the stream will be maintained or enhanced. You must receive written approval from this Office for

Phillip Miller
Page 4 of 3
October 28, 2005
the above plans before the culvert(s) is installed. Culvert(s) must be installed according to approved
plans.

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 downstream 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.
10. Diffuse Flow (No Review)

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 2B .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.
Certificate of Completion:

11. 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 1 50B of

f Phillip Miller
Page 5 of 3
October 28, 2005
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.

This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Mike Horan in the DWQ Raleigh Regional Office at 919-791-4200.
Sincerely,

j~ Alan W. Klimek, P.E.

AWK/Unt D

Enclosures: GC 3404
Certificate of Completion
cc: Kevin Miller, Soil & Environmental Consultants, P.A., 11010 Raven Ridge Road, Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files

Filename: 051689CampM i IlerDriveway(Nash)401+TPB R

OF W A TF9 Nlichacl F. Easley, Governor
\O~ Q61 William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
> 'i
Alan W. Klimek, P.E. Director
Division of water Quality
October 27, 2005
DWQ Project # 05-1689
Nash County
Phillip Miller
1900 Chase Court
Raleigh, NC 27607
Subject Property: Camp Miller Driveway
Beaverdam Branch [030302, 28-68-1-3, C, NSW]

Approval of 401 Water Quality Certification with Additional Conditions

Dear Mr. Miller:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.038 acres of wetland, 84 linear feet of stream waters and 6,028 square feet
(ft2) of protected riparian buffers (3,628 square feet Zone 1, and 2,400 square feet Zone 2) for the purpose
facilitating access to a land locked piece of property for recreational use as well as future timber activities
at the subject property, as described within your application dated September 2, 2005 and received by the
N.C. Division of Water Quality (DWQ) on September 2, 2005, with additional information received by
the DWQ on September 28, 2005 and October 17, 2005. After reviewing your application, we have
decided that the impacts are covered by General Water Quality Certification Number(s) 3404 (GC3404).
The Certification(s) allows you to use Nationwide Permit(s) 14 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 .0259. 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.
Conditions of Certification:
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:

N,Opne arolina
401 Oversight/Express Review Permits Unit ,/l/lfl(rll!!f
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwettands
An Equal Opportunity/Affirmative Action Employer - 50°16 Recycled/l0°1 Post Consumer Paper

Phillip Miller
Page 2 of 3
October 27, 2005
Amount Approved (Units) Plan Location or Reference
Stream 84 linear feet PCN page 4 of 8
404/CAMA Wetlands 0.038 acres PCN age 4 of 8

Sediment and Erosion Control:
2. 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.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
3. 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 404/401Permit Application. 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. 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;
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 15 NCAC 2H,
Section.0500;

6. 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 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;
7. Stormwater Management Plan

A written stormwater management plan (including a signed and notarized Operation and Maintenance
Agreement) shall be submitted to the 401 Oversight and Express Permitting Unit (2321 Crabtree

Phillip Miller
Page 3 of 3
October 27, 2005

Blvd., Suite 250, Raleigh, NC, 27604) and approved by this Office prior to any development of the
subject property other than that described in your PCN application. The stormwater management
plan must include plans, specifications, and worksheets for stormwater management facilities that are
appropriate for the surface water classification and designed to remove at least 85% TSS according to
the most recent version of the NC DENR Stormwater Best Management Practices Manual.
Additionally, in watersheds within one mile and draining to 303(d) listed waters, as well as
watersheds that are classified as nutrient sensitive waters (NSW), water supply waters (WS), trout
waters (Tr), high quality waters (HQW), and outstanding resource waters (ORW), the Division shall
require that extended detention wetlands, bio-retention areas, and ponds followed by forested filter
strips (designed according to latest version of the NC DENR Stormwater Best Management Practices
Manual) be constructed as part of the stormwater management plan when a site-specific stormwater
management plan is required. These facilities must be designed to treat the runoff from the entire
project, unless otherwise explicitly approved by the Division of Water Quality. Also, before any
permanent building is occupied at the subject site, the facilities (as approved by this Office) shall be
constructed and operational, and the stormwater management plan (as approved by this Office) shall
be implemented. The structural stormwater practices as approved by this Office as well as drainage
patterns must be maintained in perpetuity. No changes to the structural stormwater practices shall be
made without written authorization from the Division of Water Quality.
6. Construction Stormwater Permit NCGO10000
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
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://It2o.cnr.state.iic.itsl..sttIForm,v Doctnnents.hon.;
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. Therefore, you must provide plans with adequate details that indicate that the current
stability of the stream will be maintained or enhanced. You must receive written approval from this
Office for the above plans before the culvert(s) is installed. Culvert(s) must be installed according
to approved plans.
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,

I

Phillip Miller
Page 4 of 3
October 27, 2005
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 mariner 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 docunient correct installation
along with the Certificate of Completion form.

Certificate of Completion:
8. 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.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Mike Horan in the DWQ Raleigh Regional Office at 919-791-4200.

Sincerely,

Alan W. Klimek, P.E.

DWQ# )06<(6 )19 Date 1('5- Who Reviewed: l~ Vie\

Plan Detail Incomplete
? Please provide a location map for the project.

? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.

? 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
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.

? Please indicate all stormwater outfalls on the site plan.
ff
u&a41ow-pr-ovis on-measures on e-site plan.- ~ lac t~ Ce L~;C~ rs t'~, fk-L
Pl~Jt'~w

El Please indic a whether or not the proposed impacts already been onducted.
Avoidance and/or Minimization Not Provided V t,-- Cyr, V% (t)~Oi1S
Onf6V:~~lc~n i~ CC.4'ys
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provideradditional (s )
information as to why it is necessary for this project.
Cc~(Ct -
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimithe impacts.
? 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 entire buffer. 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.
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.

lT Y
~,#P-A3 ~ ~ Cam }tee C~,~a~~FGu~" ~~e

a~~rz cw ~oc~ m~3;~a ~ kd4

s.

DWQ# 20 d u Date C W- !o S Who Reviewed:
AA I~ /
Plan Detail Incomplete

? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.

? Please show all wetland impacts including fill slopes on the site plan.
i
? 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

? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
Please indicate the diffuse flow provision measures on the site plan..VQ,YL,
ac W s
V CCXV\ , ~~Z' l~n So
? Please indicate whether or not the proposed impacts already been conduc ~tj 5~, 6n S ,tY, r ' (1 t J
Avoidance and/or Minimization Not Provided 4 1 Sn k V m ` ? b Ma min a ~Y 1
? 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 can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? 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 entire buffer. 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 I 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.
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 M.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 1

0 Soil & Environmental Consultants, PA

11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
September 1, 2005
S&EC Project # 9781.W2
To: US Army Corps of Engineers N.C. Division of Water Quality
Raleigh Regulatory Field Office 401 Oversight and Express Permits Unit
Attn: Jean Manuele Attn: Cyndi Karoly
6508 Falls of the Neuse Road, Suite 120 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27615 Raleigh, NC 27604-2260
From: Kevin Martin R P= Q V D
Soil & Environmental Consultants, PA
11010 Raven Ridge Road S E P 2 2005
Raleigh, NC 27614 2 0 0 5 6 8 9
DENR - WATER QUALITY
Re: Camp Miller Drive WETLANDS AND STCCIAWATERBRANCH
Spring Hope, Nash County, NC
On behalf of the owner, Philip Miller, please find attached a complete application and
supplemental information requesting written concurrence from the U.S. Army Corps of Engineers
(USACE) and the N.C. Division of Water Quality (DWQ) that the activities proposed below may
proceed under Nationwide Permits 14 & 13 and General Water Quality Certification 3404 & 3495.
Please'contact me at [phone] if you have any questions or require additional information.
PROJECT SUMMARY
Project Name Cam Miller Drive
Project Type Access Road
Owner / Applicant Philip Miller
Count Nash
Nearest Town Spring Hope
Waterbod Name UT to Beaverdam Branch
Basin / Sub-basin 030302
Index Number 28-68-1-3
Class C, NSW
IMPACT SUMMARY
Stream Impact (acres): 0.006
Wetland Impact (acres): 0.038
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.044
Total Stream Loss (linear feet): 84
Attachments:
Pre-construction Notification (PCN) Application Form
USGS Map (Castalia)
Nash County Soil Survey Map - Sheet No. 3
DWQ Letter dated 8/17/05
Impact Maps (1 overall 11x17, 1 inset)
Level spreader calculations and DWQ Level Spreader worksheets
$200 Application Fee to DWQ
Photos of Crossings A, B, and C
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]

Office Use Only: Fonu Vcrsion March 05

USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)

L 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: 14

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 Rig ~ !5 Ow~ Do

1. Owner/Applicant Information S E P 2 2005
Name: Philip Miller
Mailing Address: 1900 Chase Ct. UENR, WATER QUALI IY
Raleigh, NC 27607 Vm J , v I-VAVVF6fi6rRAACu

Telephone Number: 919-787-6115 Fax Number: 919-881-9586
E-mail Address:

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.)
Naive: Kevin Martin
Company Affiliation:S&EC, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614

Telephone Number: 919-846-5900 Fax Number: 919-846-9467
E-mail Address: kmartinnsandec.com

Pagel of 8

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 of project: Camp Miller Driveway

2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):

4. Location
County: Nash Nearest Town: Spring Hope
Subdivision name (include phase/lot number): None
Directions to site (include road numbers/names, landmarks, etc.): Northeast of Mays
Crossroads, east of SR 1321 and west of SR 1310, north of SR 1308

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): 36.0291 ON 78.0960 °W

6. Property size (acres): 160 acres, plus 3.5 acre easement

7. Name of nearest receiving body of water: Beaverdam Branch

8. River Basin: Tar-Pamlico
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://l12o.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: Wooded and agricultural with scattered single family
residences in the nearby area.

Page 2of8

10. Describe the overall project in detail, including the type of equipment to be used: To build
an access road on a dedicated easement to the northern half of the tract which ties into an
existing path on-site.

11. Explain the purpose of the proposed work: Allow access to a land locked piece of property
for recreational use as well as future timber activities.

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. Jean Manuele of the USACE has visited parts of the property with Dr.
Miller. Mike Horan of DWQ visited the site with Kevin Martin and verified buffers (see
attached DWO letter).
V. Future Project Plans

Are any future pen-nit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
At some point access to the southern half of the tract will be needed but definite plans for such
access are not readv at this time.

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: Three crossing impacts are
needed for the road, two are to headwater forest wetlands and one is to an intermittent stream
(photos of impact sites are enclosed.

Page 3 of 8

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,
se aratel list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
( es/no) (linear feet)
B Fill/culvert Headwater forest no >100' 0.010
C Fill/culvert Headwater forest no >100, 0.028

Total Wetland Impact (acres) 0.038

3. List the total acreage (estimated) of all existing wetlands on the property: Unknown >20 acres

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
must be included. To calculate acreage, multi 1 length X width, then divide b 43,560.
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
indicate on ma) Before Impact linear feet) (acres)
A UT Fill/culvert Intermittent 3' 84 0.006

Total Stream Impact (by length and acreage) 84 0.006

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, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Na Type of Waterbody Area of
Site Number (if me applicable) Watee) Type of Impact (lake, pond, estua
plicablle) ry, sound, bay, Impact
(indicate on ma) ocean, etc.) (acres)

Total Open Water Impact (acres) 0

Page 4 of 8

6. List the cumulative impact to all Waters of the U.S. resulting from the project.
Stream Impact (acres): 0.006
Wetland Impact (acres): 0.038
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0
Total Stream Impact (linear feet): 0.044

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.

8. 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 stormwatcr 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.
Road crossings are perpendicular to iurisdictional areas and are located within the only legal
means of access to the property.

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 5 of 8

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Pennits, 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://li2o.enr.state.nc.us/ncwetlands/stnn,vide.html.

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.
Miti,gation for impacts of this size is not typically required by the Corps. Impacts are below
DWQ mitigation thresholds.

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
(919) 715-0476 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 littp://h2o.enr.state.nc.us/wro/index.litin. 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): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0

Page 6 of 8

IX. 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.
I. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 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 3628 3 (2 for Catawba) 0
2 2400 1.5 0
Total 6028 0
* 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 2B .0242 or .0244, or .0260.
None required

Page 7 of 8

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.
No development other than the road is proposed. Level spreader calculations for the road by the
project engineer are attached.

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.
None required

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).

Applica Agen 's ignature Date
(Agent's signatu only if an authorization letter from the applicant is provided.)

Page 8 of 8

08/17/2005 VVED 11:30 FAX 919 881+9580 Wake Internal Medicine 0002/002

AGENT AUTHORIZATION FORM
All Blanks To Be Filled In B The Current Landowner

Name: 11V 1 L M ~L Lc 2 I`JA J w i G E'e

Address: uJ C/~AS~ c

Phone: /-"g
- 6
Project Name/ Description: L.°_ tl S&EC Project : 9781.W1_
Date: 1 1 l C~

The Department of the Army
U.S. Army Corps of Engineers, Wilnungton District
P.O. Box 1890
Wilmington, NC. 28402
Attn: Jean Manuele
Field Office: Raleigh

Re: Wetlands Related Consulting and Permitting

To Whom It May Concern:

I, the current ro er owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications, etc. from this day forward. The day of

This notification supersedes any previous correspondence concerning the agent for this project.

NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site.

ai,/,, I- P , L cue ILL
Print Property Owner's Name Property 16wner'S'Signature
cc: Ms. Cyndi Karoly cc: Mr. Chris Flowers
NCDENR - DWQ Soil & Environmental Consultants, PA
2321 Crabtree Boulevard
Raleigh, NC 27604

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1000-meter Universal Transverse Mercator grid, zone 17
1927 North American Datum
' To place on the predicted North American Datum 1983
move the projection lines 12 meters south and uTM GRID AND 1979 MAGNETIC NORTH
25 meters west as shown by dashed corner ticks DECLINATION AT CENTER OF SHEET
Fine.red dashed lines indicate selected fence and field lines where
L generally visible on aerial photographs. This information is unchprkprl

INSET

I
IMPACT A:
STREAM= 84 LIN. FT.
BUFFERS: \
ZONE 1 = 3628 SF (0.083 AC)
ZONE 2 = 2400 SF (0.055 AC) }

IMPACT C:
IMPACT B: WETLAND = 62 LIN. FT.
N 1 WETLAND = 85 LIN. FT. 1240 SF (0.028 AC)
w w w / 425 SF (0.010 AC)
o o

GRAPHIC SCALE
1 100'
100 0 100 200 J

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Miller Property
8/17/2005
Page 2 of 2

This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWQ or Delegated Local Authority that a surface water
exists and 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/o Cyndi Karoly, DWQ
Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination
by the DWQ 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. DWQ recommends that the applicant
conduct this notification in order to be certain that third party appeals are made in a timely manner. 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
determination is final and binding unless you ask for a hearing within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State,
and Federal Agencies) of this decision concerning any future correspondences regarding the subject property
(stated above). This project may require a Section 404/401 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 (Raleigh Regulatory Field Office) at (919)-876-8441.
,Rye~spectfully,
/1 i r
Michael Horan
Environmental Spec. I
CC: Kevin Martin, S & EC, 11010 Raven Ridge Road, Raleigh, NC 27614
Nancy Nixon-Nash County Planning & Development, 120 W. Washington St. STE 2110, Nashville, NC 27856
Jean Maneule, US Army Corps of Engineers, Raleigh Regulatory Office
John Holley, Land Quality Section, 1628 MSC, Raleigh, NC 27699-1628
Nash County NRCS, Room 107, Agricultural Center Dr., Nashville, NC 27856
Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
File Copy
Central Files

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system (Lambert conformal conic) 107 MILS 31*44'
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Aug-02-05 08:34P C NEWTON 919-866-1095 P.02
i

;I JAIF

CNR
North Carolina Department of Environment and Natural Resources
Raleigh Regional Office
Michael F. Easley, Governor William G. Ross, Jr., Secretary

DIVISION OF LAND RESOURCES
LETTER OF RECEIPT
July 28, 2005
Dr. Phillip Miller
1900 Chase Court
Raleigh. NC 27607

RE: Project Name: Camp Miller Driveway
County: Nash
Submitted By. Craig M. Newton
Date Received: July 15, 2005
Date Processing Initiated: July 15, 2005
Watershed: Tar-Pamlico #1/03-03-02
Dear Dr. Miller.
This office has received an erosion and sedimentation control plan for the subject project
as required by the Sedimentation Pollution Control Act of 1973 (Act), North Carolina General
Statute (NCGS) 113A-57.

The Act requires that all persons disturbing an area of one or more acres of land must
obtain approval of an erosion and sedimentation control plan prior to the commencement of the
land-disturbing activity (NCGS 113A-54(d)(4)). The Act further states that this plan must be fled
a minimum of 30 days prior to the activity and the approving authority must approve or
disapprove the submitted plan within 30 days of receipt of a complete application (Date
Processing Initiated). Failure of the approving authority to approve or disapprove the submitted
plan within the 30 day period will be deemed approval of the plan. Commencement or
continuation of a land-disturbing activity under the jurisdiction of this Act prior to the approval of
an erosion and sedimentation control plan is a violation of the Act.
Due to the location of this project, it should be noted that a rule to protect and maintain
existing buffers along watercourses in the Tar-Pamlico River Basin became effective on January
1, 2000. The Tar-Pamlico River Riparian Area Protection and Maintenance Rule (15A NCAC 213
.0259) applies to all perennial and intermittent streams, lakes, ponds, and estuaries in the Tar-
Pamlico River Basin with existing vegetation on the adjacent land or"riparian area." In riparian
areas with existing vegetation in the first 30 feet directly adjacent to the stream, the rule prohibits
lancTdrtMH3ance'rf'ew development within the first 30 feet of land next to the water (the
remaining 20 feet of the total buffer must be revegetated upon completion of any proposed land-
1628 Mail Service Center, Raleigh, North Carolina 27699-1628 One
Phone: [phone] FAX: [phone] / Internet: www.enr.state.nc.us/ENR/ N4 hCarolina
An Equal ~ur~l[1
Opportunity / AffimiaLve Acton Employs - 5084 Recycled / 1096 Post Consumor Paper

CAMP MILLER DRIVEWAY
DITCH CALCULATIONS
August 25. 2005 - Added Calc for Level Spreader
Ditch Lining Calculations
0.35 = runoff coefficient
5.76 = 2-yr rainfall intensity
7.22 = 10-yr rainfall intensity
0.03 = ditch friction coefficient - grass lined swale
0.729 = Cm for 2:1 side slopes
5.0 = max velocity for grass lined swale
Left Ditch Right Side 2-Yr Flow 2-Yr Flow Depth 2-Yr Flow Velocity 10-yr Flow
Station Exist. Proposed Ditch Incr DA Cum DA Incr DA Cum DA Q2 Left 02 Right Left Right Left Right Left Right
CL Elev CL Elev Slope (SF) (SF) (SF) (SF) (ds) (ds) (ft) (ft) (f/s) (f/s) (cfs) (cfs)
0+00 254.3 254.3
0+10 254.1 254.1
1+00 251.8 250.9 -0.0358
1+70 250.0 248.4 -0.0358
2+00 246.8 247.3 -0.0358
2+65 240.0 245.0 -0.0358
3+00 237.8 243.7 -0.0358 10800 10800 5600 5600 0.5 0.3 0.28 0.22 3.1 0.6 0.3
3+20 236.6 243.0 0.0127 5750 13750 3000 3000 0.6 0.1 0.37 0.21 2.3 0.8 0.2
3+80 240.0 243.8 0.0127
4+00 241.0 244.0 0.0127 8000 8000 0.4 0.31 2.0
4+80 245.0 245.0 0.0127
5+00 244.6 245.3 0.0127
6+00 242.3 246.6 0.0127 8400 8400 2400 2400 0.4 0.1 0.31 0.19 2.0 0.5 0.1
6+10 242.1 246.7 0.0127 3250 3250, 5400 5400 0.2 0.2 0.22 0.26 1.6 0.2 0.3
7+00 248.0 247.8 0.0127
7+30 250.0 248.2 0.0127
8+00 251.2 249.1 0.0127
8+80 252.5 250.0 0.0127
9+00 252.1 249.4 -0.0308
10+00 250.4 246.3 -0.0308 5250 5250
10+20 250.0 245.7 -0.0308
10+95 240.0 243.4 -0.0308
11+00 239.9 243.2 -0.0308 2100 7350 0.3 0.25 2.7
11+40 242.0 -0.0308 800 8150 5200 5200 0.4 0.2 0.26 0.22 2.8 2.5 0.5 0.3
11+50 239.4 242.5 0.0489 2600 11000 8800 8800 0.5 0.4 0.27 0.25 3.6 3.4 0.6 0.5
11+80 240.0 244.0 0.0489
12+00 241.7 244.9 0.0489
12+95 250.0 249.6 0.0489
13+00 250.3 249.8 0.0489 5200 8400 0.4 0.24 3.3
14+00 256.4 254.7 0.0489
14+60 260.0 257.6 0.0489
15+00 261.4 259.6 0.0489 3200 3200 0.1 0.17 2.6
16+00 265.0 264.0 -0.035
16+75 260.0 261.4 -0.035
17+00 260.7 260.5 -0.035 2000 2000 2000 2000 0.1 0.1 0.15 0.15 2.0 2.0
18+00 257.9 257.0 -0.035 2000 4000 2000 4000 0.2 0.2 0.19 0.19 2.4 2.4
19+00 255.1 253.5 -0.035 2000 6000 2000 6000 0.3 0.3 0.23 0.23 2.7 2.7
20+00 252.2 250.0 -0.035 2000 8000 2000 8000 0.4 0.4 0.25 0.25 2.9 2.9
20+30 250.0 249.0 -0.033 8000 8000 0.4 0.26 2.8
21+00 246.7 246.7 -0.033 2000 10000, 6500 14500 0.5 0.7 0.28 0.32 3.0 3.3
22+00 241.9 243.4 -0.033 2000 12000 10500 25000 0.6 1.2 0.30 0.39 3.1 3.8
22+40 240.0 242.1 -0.033 12000 25000 0.6 1.2 0.30 0.39 3.1 3.8
23+00 238.5 240.0 -0.033 2000 14000 14000 39000 0.6 1.8 0.32 0.46 3.3 4.2
24+00 235.9 236.7 -0.033 2000 16000 22000 61000 0.7 2.8 0.33 0.55 3.4 4.7
25+00 233.4 233.4 -0.033 2500 18500 8325 69325 0.9 3.2 0.35 0.57 3.5 4.9
26+00 230.9 230.0 -0.033 2000 20500 8500 77825, 0.9 3.6 0.36 0.60 3.6 5.0
26+35 230.0 228.3 -0.05 20500,
27+00 225.8 225.0 -0.05 2000 22500 1.0 0.35 4.3
27+90 220.0 220.5 -0.05 22500
28+00 219.8 220.0 -0.05 2000 24500 1.1 0.36 4.4
29+00 217.4 218.3 -0.017 11200 35700 1.7 0.51 3.2
30+00 215.0 216.6 -0.017 22500 58200 8000 8000 2.7 0.4 0.61 0.29 3.6 2.2
32+15 210.0 210.0 -0.017
Swale Discharge Calculations
Apron Apron Rip Rap
Station Depth Velocity Width Length Type d50
(ft) (f/s) (ft) (ft) (in)
26+20 RT 0.60 5.0 6 12 Class B 6
30+40 LF 0.61 3.6 6 12 Class B 6
30+40 RT 0.29 2.2 6 12 Class B 6

DWQ Project No

DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please complete the following information):
Project Name : _ (O rno 111110A Contact Person: Cara i g rJewl e t. Phone Number (q0 1 e b 6 f ory t~-
Level Spreader ID. - Z+00 L-o-P+

Level Spreader Length 13 ft. (perpendicular to flow)
Drainage Area 0. ZS ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0 ac- (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffo Slope Rte/ % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm 0 cfs
Max. Discharge to Level Spreader 0. cfs
Filter Strip/Buffer Vegetation (thick ground cover or grass, 4arwpie44ores4 w IHcaf+tter
Pre-treatment or Bypass Netted

II. REQUIRED ITEMS CHECKLIST

Initial in the space provided to indicate the following design requirements have boon met and supporting documentation is attached. /to
requimmenf 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 cal;ulations, plans and specifrca5ons showing all I3MPs 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
Applicant3 Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or mass or 100 ft par cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
C411- No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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 Lever 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 butter area.

DWQ Project No

DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please complete the following information):
Project Name:
Contact Person: rn,~'e Ale"'IPhone Number:
Level Spreader ID: 3 ±o p r.~ n
Level Spreader Length 13 ft. (perpendicular to flow)
Drainage Area D, ac. (on-site and off-site drainage to the level spreader)
Impervious Area ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope 8 ° o % (6%for forested, leaf littler cover, 8%for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm 0.3 cfs
Max. Discharge to Level Spreader 0-3 cfs
Filter Stripsuffer Vegetation (thick ground cover or grass, tter
grouudcoverj
Pro-treatTgnt or Bypas,%Uethed
11. REQUIRED ITEMS CHECKLIST

Initial in the space provided to indicate the following design requirements have boon 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
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with loaf
litter.
Pre-Form Scour Holes are on flat slopes only
? No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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

DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please complete the following information):
Project Name: ,n; lP11 i vo.,n
Contact Person: C ccr', • w o ^ Phone Number:
Level Spreader ID: 514 3f Z o l-
Level Spreader Length 3 ft. (perpendicular to flow)
Drainage Area O ~l Z ac. (on-site and off-site drainage to the level spreader)
Impervious Area ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope rP % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm b cfs
Max. Discharge to Level Spreader D • 8 cfs
Filter StriplBuffer Vegetation thick ground cover or grass, canGp4d4ofostwiMeatfitt
grouf?doovec)
Pretreatment or$ypass-Method
If. REQUIRED ITEMS CHECKLIST

Initial in the space provided to indicate the folkiMng design requirements have been met and supporting documentation is attached. It a
requirement has not been met, attach an explanation of why. At a minimum, a complete stommater management plan submittal includes
a worksheet for oath B&F, design calculations, plans and specifications shaving all 13MPs 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
ADDI"nt3 Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or mass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculatim are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agroormnt includes annual erosion and vegetation repair.
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 vath leaf littler cover or on slopes of up b 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 IeW spreader cannot be located in Zone 1 of a protected buffer area.

DWQ Project No.

DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATIO~j(please corrileta the followir} information):
Project Name : ( O %n a / ; h'c ~f ye,o y
Contact Person: _ CY A, A/2!~ton Ph neNumber. fa iq) 6 b 6 l0 9
Level Spreader ID: 7 2J fm
S -y,
Level Spreader Length 3 ft. (porpondicula to flow)
Drainage Area O. b~ ac. (on-site and oft-site drainage to the level spreader)
Impervious Area p ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope % (6% for forested, leaf littler cover, 8% for thick ground cover)`
grass
Max. Discharge from a 10 Year Storm b . cis
Max. Discharge to Level Spreader 0.7-- cfs
Filter Strip/Buffer Vegetation (thick ground rover or grass, canopied{orestwIWeaHd"
groundcover)
Pre-treatment or $ypas~-
If. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have boon met and supporting documentation is attached. It a
requirement has not been met, attach an explanation of why. At a minimum, a complete stommrater 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 Hell result in a request for
additional information and will substantially delay final review and approval of the project
lican Initials
Level spreader is at bast 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with loaf
litter.
y. Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to bvol spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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 loaf 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

DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION„(pleaso complete the follomn information
Project Name n rn n ~i1 i 1 r' r rP a
Contact Person: N 1 r n Phone Number. I l l b/ 09
Level Spreader ID: S' --A 6
Level Spreader Length ft. (perpendicular to flow)
Drainage Area ac. (on-site and off-site drainage to the level spreader)
Impervious Area O ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope % (6% for forested, leaf littler cover, 8%for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm 0 . 5 cls
Max. Discharge to Level Spreader cis
Filter Strip/Buffer Vegetation (thick ground cover or grass, cenopied-foreal-wilhJeaf-litter
groundeover),
Pre-treatment or-Qypags Method
It. REQUIRED ITEMS CHECKLIST

Initial in the space provided to indicate the folk»ving design requirements have boon met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stom vrater 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 ft project.
lica is Initials
Level spreader is at bast 13 ft. per ds for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
-finer.
Pre-Form Scour Holes are on flat slopes only
}1/ No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge b level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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 loaf 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.

DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please comp eta the following information):
Project Name : 'fl-N') M 1' 11 ' ~r r t.,n
D
Contact Person: fa',n It, n Phone Number: L91~ 1 1
Level Spreader ID:.
~ ' It
Level Spreader Length % ft. (perpendicular to flow)
Drainage Area D -01, ac. (on-site and off-site drainage to the level spreader)
Impervious Area O ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope R % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm cfs
Max. Discharge to Level Spreader b cfs
Filter StripBuffer Vegetation (thick ground cover or grass, canopied-fofestwlh4eat-litter
g*wtdcover)
Pre-treatment or-Bypass-Method
It. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have boon met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete slormwater 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
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.
Pre-Form Scour Holes are on flat slopes only
r No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge b level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are boated in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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 wfIh 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.

i
I

DWQ Project No

DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please complete the following information):
Project Name : r"le) rr- )v1 ; !.e r ; v P 6-~ti (f
Contact Person: N r t' -ro Phone Number. ( it 1 1) 0 q .
Level Spreader ID. } c1 ! L,2
Level Spreader Length S ft. (perpendicular to flow)
Drainage Area 0 . D-:~- ac. (on-site and off-site drainage to the level spreader)
Impervious Area 47') ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Stnp[Buffer Slope % (6% for forested, leaf littler cover, 8%for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm Z? , 2 cfs
Max. Discharge to Level Spreader d 2 cfs
Filter Strip/Buffer Vegetation (thick ground cover or grass, canopiedforest with leaf litter-
Pre-treatment or Bypr=TVetl5i -

It. REQUIRED ITEMS CHECKLIST

Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. It a
requirement has not been rant, attach an explanation of why. At a minimum, a complete stommater management plan submittal includes
a worksheot 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 wilt result in a request for
additional information and will substantially delay final review and approval of Me project.
Applicapts Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with loaf
litter.
L Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Opbon Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge lo level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and r*tarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with loaf 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 potenbally 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

DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please complete the following information):
Project Name : O .v 1 " I' e d 'D f : v ? " ~ t
< ; ?
Contact Person: rA n r-A n s J o Phone Number. ` I J)
Level Spreader ID:. p )<z , A j-
Level Spreader Length 13 ft. (porpendicular to flow)
Drainage Area 0 -I y ac. (on-site and off-site drainage to the level spreader)
Impervious Area ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Stnp(Buffor Slope % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm 0_3 cfs
Max. Discharge to Level Spreader 0_3 cfs
Filter Strip/Buffer Vegetation (thick ground cover or qrass, car+o0oJJorost- wth-1eaf+fter-
grondeoverj
Pro-treatment or BypauAilc=
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 slommwator management plan submittal includes
a worksheot for each BNP, 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.
fi nts Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with loaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Opbon Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge Io level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and oullets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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 loaf 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 evel spreader cannot be located in Zone 1 of a protected buffer area.

DWQ Project No

DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please complete the following information):
Project Name : r" ' ! 1 f.- Dr ; v F w a
Contact Person: (G, r.1(! - - D r- Phone Number: ( Iq) (r
Level Spreader ID: _ S q I c1 Lo. 4
Level Spreader Length ) ft. (perpendicular to flow)
Drainage Area , 1=1 ac. (on-site and off-site drainage to the level spreader)
Impervious Area C> ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Stnp/Buffer Slope % (6% for forested, loaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm S cfs
Max. Discharge to Level Spreader • cfs
Filter Strip/Buffer Vegetation (thick ground cover or grass, canopiedToreshvit"eo"tter
grc~rmdcairer)
Pre-treatment or Bypass Method
If. 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 beery met, attach an explanation of why. At a minimum, a complete stommater management plan submittal includes
a workshoet 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
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with loaf
litter.
-Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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 I of a protected buffer area.

DWQ Project No

DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please complete the following information):
y . J
Project Name : ' r 'r
Contact Person: ; ? p Phone Number Lela) ;7-i f, ) h
Level Spreader ID:. ¢ o , q
Level Spreader Length / ft. (perpendicular to flow)
Drainage Area 7 _ / Z ac. (on-site and off-site drainage to the level spreader)
Impervious Area o ac. (on-site and oft-situ drainage to the level spreader)
Maximum Filter Stnp/Buffer Slope % (6% for forested, baf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm - 3 cfs
Max. Discharge to Level Spreader cfs
Filter Strip/Buffer Vegetation (thick ground cover or grass, canopied forest with-leaf litter
Pre-treatment or Bypass.tirr®tbod--
If. 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
tic nts Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with loaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge b level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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 Wth loaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass d 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

DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION lease complete the following ipformation):
Project Name : e) v,- (J M : I ) P Yf't., c r
Contact Person: C A' o n Phone Number: 1 86 ! 0
17 5-
Level Spreader ID. 4~ o ; ! ei 0 Lei
Level Spreader Length 3 ft. (perpendicular to flow)
Drainage Area D • Z!5r ac. (on-site and off-site drainage to the level spreader)
Impervious Area d ac. (on-site and off-site drainage to the level spreader)
Maximum Filter StnplBuffer Slope 9- % (6% for forested, loaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm 0.4 cfs
Max. Discharge to Level Spreader b • cfs
Filter Strip/Buffer Vegetation (thick ground cover or grass, oanopied- rest-vvitf_lea€4rtfer
greendeaver)
Pro-treatment or Bye
If. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the folkyMng design requirements have boon met and supporting documentation is attached. It a
requirement has not been met, attach an explanation of why. At a minimum, a complete stomwater management plan submittal includes
a worksheet for each BW, design calculations, plans and specifications shuMng 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
Apphca03 I iti
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with loaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge lo level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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 loaf 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

DIVISION OF WATER QUALITY LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATIOA (please complete the following information):
Project Name: (-0"" P .fitr ~Ler Dr. r9wQr
Contact Person: CCOl 5a- N e ~ or. Phone Number: t, 10 q T
Level Spreader ID. 3+ot f 1 4- 3 D R,) ~
Level Spreader Length 13 ft. (perpendicular to flow)
Drainage Area D, a ac. (on-site and off-site drainage to the level spreader)
Impervious Area _ ac. (on-site and off-site drainage to the level spreader)
Maximum Filter StripfBuffer Slope % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm 0 • S ct8
Max. Discharge to Level Spreader O , s cfs
Filter Strip/Buffer Vegetation (thick ground cover or grass, c
gwadcoveo -
Pre-treatment oraypaLC~
if. 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 stormwator management plan submittal includes
a worksheet for each BAS, 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
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with loaf
litter.
OYJI/ Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures am located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintonance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in sons can be used on slopes of up to 15% in forested areas with loaf 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 varianco in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)

Project/Site: Camp Miller Drive Date: 8/12/05
Applicant/Owner: PR Miller County: Nash
Investigator: Kevin Martin State: NC

Do Normal Circumstances exist on the site? X Yes No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: Crossing C Wetlands
(If needed, explain on reverse.)

VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Woodwardia areolata herb OBL 9.
2. Acer rubrum tree FAC 10.
3. Liquidambar styraciflua tree FAC+ 11.
4. Carex sp. herb FAC 12.
5. Alnus serrulata shrub FACW+ 13.
6. Smilax rotundifolia herb FAC 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 100%
Remarks:

IL -

HYDROLOGY
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
Stream, Lake or Tide Gauge Primary Indicators:
Aerial Photographs _ Inundated
_ Other _ Saturated in Upper 12 Inches
X No Recorded Data Available _ Sediment Deposits
X Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: (in.) X Water-Stained Leaves
X Local Soil Survey Data
Depth to Free Water in Pit: >14 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soil: >14 (in.)
Remarks:

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]

Project/Site: Camp Miller Drive Plot ID: Crossing C (wetland)

SOILS

Map Unit Name Drainage Class: Poorly
(Series and Phase): Wehadkee Field Observations
Taxonomy (Subgroup): Typic Fluvaquents Confirm Mapped Type? X Yes No

Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-6 A 2.5Y 6/2 - - Sand loam
6-14+ Btg 10YR 6/1 10YR 3/2 & 10YR 5/8 Common distinct Sand clay loam

Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulridic Odor Organic Streaking in Sandy Soils
X Aquic Moisture Regime X Listed on Local Hydric Soils List
_ Reducing Conditions X Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:

WETLANDS DETERMINATION

Hydrophytic Vegetation Present? X Yes No Is this sampling point within a wetland?

Wetland Hydrology Present? X Yes No X Yes No
Hydric Soils Present? X Yes No

Remarks:

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)

Project/Site: Camp Miller Drive Date: 8/12/05
Applicant/Owner: PR Miller County: Nash
Investigator: Kevin Martin State: NC

Do Normal Circumstances exist on the site? X Yes No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area?. Yes X No Plot ID: Crossing C upland
(If needed, explain on reverse.)

VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Pinus taeda tree FAC 9.
2. Liquidambar styraciflua tree FAC+ 10.
3. Lirodendron tulipifera tree FAC 11.
4. Toxicodendron radicans vine FAC 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 100%
Remarks:

HYDROLOGY
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
_ Stream, Lake or Tide Gauge Primary Indicators:
Aerial Photographs Inundated
Other Saturated in Upper 12 Inches
X No Recorded Data Available Sediment Deposits
Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: (in.) Water-Stained Leaves
_ Local Soil Survey Data
Depth to Free Water in Pit: >24 (in.) _ FAC-Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soil: >24 (in.)
Remarks:

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]

Project/Site: Camp Miller Drive Plot ID: Crossing C (upland)

SOILS

Map Unit Name Drainage Class: Well
(Series and Phase): Wedowee Field Observations
Taxonomy (Subgroup): Typic Hapludult Confirm Mapped Type? _ Yes X No

Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-4 A 10YR 4/3 - - Sand loam
4-8 BE 10YR 5/4 - - Sand loam
8-14+ Bt 7.5YR 5/6 10YR 6/2 Common distinct Sand clay loam

Hydric Soil Indicators:
_ Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
_ Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: Soil series is actually more like a somewhat poorly drained soil rather than well drained.

WETLANDS DETERMINATION

Hydrophytic Vegetation Present? X Yes _ No Is this sampling point within a wetland?

Wetland Hydrology Present? Yes X No Yes X No

Hydric Soils Present? Yes No
Remarks:

Crossing A

F'.L

t

4 4
~r
d}

tt~A
SGT

8/12/2005

Crossing B

8/12/2005

I

i

Crossing C

i

I tee; 4

i 1

8/12/2005

i i

Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
September 1, 2005
III
2 0 0 5 •1 6 8 9 S&EC Project # 9781.W2
To: US Army Corps of Engineers N.C. Division of Water Quality
Raleigh Regulatory Field Office 401 Oversight and Express Permits Unit
Attn: Jean Manuele Attn: Cyndi Karoly
6508 Falls of the Neuse Road, Suite 120 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27615 Raleigh, NC 27604-(22260
From: Kevin Martin I,( F v Q D
Soil & Environmental Consultants PA Lill D
11010 Raven Ridge Road S E P 2 2005
Raleigh, NC 27614
DENR - WATER QUALITY
Re: Camp Miller Drive WETLANDS AND STORVOTER BRANCH
Spring Hope, Nash County, NC
On behalf of the owner, Philip Miller, please find attached a complete application and
supplemental information requesting written concurrence from the U.S. Army Corps of Engineers
(USACE) and the N.C. Division of Water Quality (DWQ) that the activities proposed below may
proceed under Nationwide Permits 14 & 13 and General Water Quality Certification 3404 & 3495.
Please'contact me at [phone] if you have any questions or require additional information.
PROJECT SUMMARY
Project Name Cam Miller Drive
Project Type Access Road
Owner / Applicant Philip Miller
Count Nash
Nearest Town Spring Hope
Waterbod Name UT to Beaverdam Branch
Basin / Sub-basin 030302
Index Number 28-68-1-3
Class C, NSW
IMPACT SUMMARY
Stream Impact (acres): 0.006
Wetland Impact (acres): 0.038
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.044
Total Stream Loss (linear feet): 84
Attachments:
Pre-construction Notification (PCN) Application Form
USGS Map (Castalia)
Nash County Soil Survey Map - Sheet No. 3
DWQ Letter dated 8/17/05
Impact Maps (1 overall 11x17, 1 inset)
Level spreader calculations and DWQ Level Spreader worksheets
$200 Application Fee to DWQ
Photos of Crossings A, B, and C
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]

Office Use Only: Form Version March 05

USACE Action ID No. DWQ No.
(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 Pen-nit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification

2. Nationwide, Regional or General Permit Number(s) Requested: 14
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), checkhehere: ?
k r=
II. Applicant Information ~~~U " 1 D

1. Owner/Applicant Information SEP 2 2005
i
Name: Philip Miller [)U!R _ WATPP 01IALI BRANc
Mailing Address: 1900 Chase Ct. \YETLMDSaNDSTORUNATER
Raleigh, NC 27607

Telephone Number: 919-787-6115 Fax Number: 919-881-9586
E-mail Address:

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: Kevin Martin
Company Affiliation: S&EC, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614

Telephone Number: 919-846-5900 Fax Number: 919-846-9467
E-mail Address: kmartin a,sandec.com

Pagel of 8

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 of project: Camp Miller Driveway

2. T.I.P. Project Number or State Project Number (NCDOT Only):

3. Property Identification Number (Tax PIN):

4. Location
County: Nash Nearest Town: Spring Hope
Subdivision narne (include phase/lot number): None
Directions to site (include road numbers/names, landmarks, etc.): Northeast of Mays
Crossroads, cast of SR 1321 and west of SR 1310, north of SR 1308

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): 36.0291 ON 78.0960 °W

6. Property size (acres): 160 acres, plus 3.5 acre easement

7. Name of nearest receiving body of water: Beaverdam Branch

8. River Basin: Tar-Pamlico
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://112o.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: Wooded and agricultural with scattered single family
residences in the nearby area.

Page 2 of 8

10. Describe the overall project in detail, including the type of equipment to be used: To build
an access road on a dedicated easement to the northern half of the tract which ties into an
existing path on-site.

11. Explain the purpose of the proposed work:_ Allow access to a land locked piece of property
for recreational use as well as future timber activities.
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. Jean Manuele of the USACE has visited parts of the property with Dr.
Miller. Mike Horan of DWO visited the site with Kevin Martin and verified buffers (see
attached DWQ letter).

V. Future Project Plans

Are any future pen-nit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
At some point access to the southern half of the tract will be needed but definite plans for such
access are not ready at this time.

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:_ Three crossing impacts are
needed for the road, two are to headwater forest wetlands and one is to an intermittent stream
(photos of impact sites are enclosed.

Page 3 of 8

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,
se arately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
Floodplain Stream (acres)
(indicate on map) herbaceous, bog, etc.)
(yes/no) (linear feet)
B Fill/culvert Headwater forest no >100' 0.010
C Fill/culvert Headwater forest no >100' 0.028

Total Wetland Impact (acres) 0.038

3. List the total acreage (estimated) of all existing wetlands on the property: Unknown >20 acres

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
must be included. To calculate acreage, multi ly length X width, then divide by 43,560.
Stream Impact , Average Impact Area of
Number Stream Name Type of Impact Intermitte I termitte or Stream Width Length Impact
indicate on ma) nt? Before Impact linear feet) (acres)
A UT Fill/culvert Intermittent 3' 84 0.006

Total Stream Impact (by length and acreage) 84 0.006

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, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name Waterbody Type of Waterbody Area of
Site Number (if applicable) e) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on ma) ocean, etc.) (acres)

Total Open Water Impact (acres) 0

Page 4 of 8

6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.006
Wetland Impact (acres): 0.038
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0
Total Stream Impact (linear feet): 0.044

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.

8. 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.
Road crossings are pernendicular to jurisdictional areas and are located within the only legal
means of access to the property.

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.

Pagc 5 of 8

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.html.
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.
Mitigation for impacts of this size is not typically required by the Corps. Impacts are below
DWQ mitigation thresholds.

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
(919) 715-0476 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://li2o.enr.state.nc.us/wr2/index.litin. 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): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0

Page 6 of 8

IX. 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
(Neuse), 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 3628 3 (2 for Catawba) 0
2 2400 1.5 0
Total 6028 0
* 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.
None required

Page 7 of 8

XI. Stormwater (required by DWQ)

Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stonmvater 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.
No development other than the road is proposed. Level spreader calculations for the road by the
project engineer are attached.
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.
None required

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 pennit 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).

Applica Agent's ignature Date
(Agent's signatu ' only if an authorization letter from the applicant is provided.)

Page 8 of 8

08/17/2005 IYI:D 11:30 FAX 919 881+9586 Rake Internal Medicine Z002/002

AGENT AUTHORIZATION FORM
All Blanks To Be Filled In l 3v Current Landowner

Name: L/~l L 1 M 4- L 6P l`I A J w i L E'Q
Address: uJ CWAS~_ L

h
Phone:
Project Name/Description: KLS&EC Project : 9781.W1_

Date: 1 } C~
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC. 28402

Attn: Jean Manuele
Field Office: Raleigh

Re: Wetlands Related Consulting and Permitting

To Whom It May Concern:
1, the current proper owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications, etc. from this day forward. The day of

This notification supersedes any previous correspondence concerning the agent for this project.

NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site.

Print Property Owner's Name Property wner's Signature

cc: Ms. Cyndi Karoly cc: Mr. Chris Flowers
NCDENR - DWQ Soil & Environmental Consultants, PA
2321 Crabtree Boulevard
Raleigh, NC 27604

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I M PACT A:
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ZONE 2 = 2400 SF (0.055 AC)

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425 SF (0 . FT.
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Michael F. Easley, Governor
C1~ W AjFR William G. Ross Jr., Secretary
`O~ QG North Carolina Department of Environment and Natural Resources
Uj y Alan W. Klimek, P.E. Director
55 Colleen H. Sullins, Deputy Director
-----t a A Division of Water Quality
August 17, 2005
TPBRRO#05-200
County: Nash
Dr. Phillip Miller
1900 Chase Court
Raleigh, NC 27607

Attn: Dr. Phillip Miller

BASIN:
Neuse River Tar-Pamlico X
(15A NCAC 213 .0233) (15A NCAC 213.0259)
Complaint NOV Buffer Determination X
Incident # Appeal Call

Project Name: Camp Miller Driveway, Miller Property

Location/Directions: North. North East of Mays Crossroads and Northwest of Edwards Crossroads

Subject Stream: UT to Beaverdam Branch

Date of Determination: 8/16/05

Feature Start Buffer End Buffer Stream Appeal Located Located on
GPS Points (if Form Call on Soil USGS
provided) Survey Topographic
A Subject Intermittnet x X
B Not Subject X
C Not Subject
D Not Subject
E Subject Intermittent
F Not Evaluated
G Subject Perennial x
Comments: Southern area of property was not evaluated

Raleigh Regional Office 1628 Mail Service Center irCUEha phone [phone] Customer Service
Water Quality Section Raleigh, NC 27699-1628 facsimile [phone] 1-877-623-6748

Miller Property
8/17/2005
Page 2 of 2

This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWQ or Delegated Local Authority that a surface water
exists and 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/o Cyndi Karoly, DWQ
Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination
by the DWQ 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. DWQ recommends that the applicant
conduct this notification in order to be certain that third party appeals are made in a timely manner. 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
determination is final and binding unless you ask for a hearing within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State,
and Federal Agencies) of this decision concerning any future correspondences regarding the subject property
(stated above). This project may require a Section 404/401 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 (Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully,
A-CL-/ 4r#-"\
Michael Horan
Environmental Spec. I
CC: Kevin Martin, S & EC, 11010 Raven Ridge Road, Raleigh, NC 27614
Nancy Nixon-Nash County Planning & Development, 120 W. Washington St. STE 2110, Nashville, NC 27856
Jean Maneule, US Army Corps of Engineers, Raleigh Regulatory Office
John Holley, Land Quality Section, 1628 MSC, Raleigh, NC 27699-1628
Nash County NRCS, Room 107, Agricultural Center Dr., Nashville, NC 27856
Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
File Copy
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,,,Aug-02-05 08:34P C NEWTON 919-866-1095 P.02

CR
North Carolina Department of Environment and Natural Resources
Raleigh Regional Office
Michael F. Easley, Governor William G. Ross, Jr., Secretary

DIVISION OF LAND RESOURCES
LETTER OF RECEIPT
July 28, 2005
Dr. Phillip Miller
1900 Chase Court
Raleigh, NC 27607

RE: Project Name: Camp Miller Driveway
County: Nash
Submitted By. Craig M. Newton
Date Received. July 15, 2005
Date Processing Initiated: July 15, 2005
Watershed: Tar-Pamlico #1/03-03-02
Dear Dr. Miller.
This office has received an erosion and sedimentation control plan for the subject project
as required by the Sedimentation Pollution Control Act of 1973 (Act), North Carolina General
Statute (NCGS) 113A-57.

The Act requires that all persons disturbing an area of one or more acres of land must
obtain approval of an erosion and sedimentation control plan prior to the commencement of the
land-disturbing activity (NCGS 113A-54(d)(4)). The Act further states that this plan must be fled
a minimum of 30 days prior to the activity and the approving authority must approve or
disapprove the submitted plan within 30 days of receipt of a complete application (Date
Processing Initiated). Failure of the approving authority to approve or disapprove the submitted
plan within the 30 day period will be deemed approval of the plan. Commencement or
continuation of a land-disturbing activity under the jurisdiction of this Act prior to the approval of
an erosion and sedimentation control plan is a violation of the Act.
Due to the location of this project, it should be noted that a rule to protect and maintain
existing buffers along watercourses in the Tar-Pamlico River Basin became effective on January
1, 2000. The Tar-Pamlico River Riparian Area Protection and Maintenance Rule (15A NCAC 2B
.0259) applies to all perennial and intermittent streams, lakes, ponds, and estuaries in the Tar-
Pamlico River Basin with existing vegetation on the adjacent land or"riparian area." In riparian
areas with existing vegetation In the first 30 feet directly adjacent to the stream, the rule prohibits
" lan3'drMfl5ance 8F'rfew development within the first 30 feet of land next to the water (the
remaining 20 feet of the total buffer must be revegetated upon completion of any proposed land-
1628 Mail Service Contor, Raleigh, North Carolina 27699-1628 One
Phone: [phone] FAX: [phone] / Intemet: WWW.enr.state.nc.uslENR/ N4 hCarolina
An Equal aturall~
Opportunity/ Affim?aLve Action Employor_ 50°h Recycled 110% Post Consumor Paper
I

CAMP MILLER DRIVEWAY
DITCH CALCULATIONS
August 25, 2005 - Added Calc for Level Spreader
Ditch Lining Calculations

0.35 = runoff coefficient
5.76 = 2-yr rainfall intensity
7.22 = 10-yr rainfall intensity
0.03 = ditch friction coefficient - grass lined swale
0.729 = Cm for 2:1 side slopes
5.0 = max velocity for grass lined swale
Left Ditch Right Side 2-Yr Flow 2-Yr Flow Depth 2-Yr Flow Velocity 10-yr Flow
Station Exist. Proposed Ditch Incr DA Cum DA Incr DA Cum DA 02 Left 02 Right Left Right Left Right Left Right
CL Elev CL Elev Slope (SF) (SF) (SF) (SF) (cfs) (cfs) (ft) (ft) (f/s) (f/s) (cfs) (cfs)
0+00 254.3 254.3
0+10 254.1 254.1
1+00 251.8 250.9 -0.0358
1+70 250.0 248.4 -0.0358
2+00 246.8 247.3 -0.0358
2+65 240.0 245.0 -0.0358
3+00 237.8 243.7 -0.0358 10800 10800 5600 5600 0.5 0.3 0.28 0.22 3.1 0.6 0.3
3+20 236.6 243.0 0.0127 5750 13750 3000 3000 0.6 0.1 0.37 0.21 2.3 0.8 0.2
3+80 240.0 243.8 0.0127
4+00 241.0 244.0 0.0127 8000 8000 0.4 0.31 2.0
4+80 245.0 245.0 0.0127
5+00 244.6 245.3 0.0127
6+00 242.3 246.6 0.0127 8400 8400, 2400 2400 0.4 0.1 0.31 0.19 2.0 0.5 0.1
6+10 242.1 246.7 0.0127 3250 3250 5400 5400 0.2 0.2 0.22 0.26 1.6 0.2 0.3
7+00 248.0 247.8 0.0127
7+30 250.0 248.2 0.0127
8+00 251.2 249.1 0.0127
8+80 252.5 250.0 0.0127
9+00 252.1 249.4 -0.0308
10+00 250.4 246.3 -0.0308 5250 5250
10+20 250.0 245.7 -0.0308
10+95 240.0 243.4 -0.0308
11+00 239.9 243.2 -0.0308 2100 7350 0.3 0.25 2.7
11+40 242.0 -0.0308 800 8150 5200 5200 0.4 0.2 0.26 0.22 2.8 2.5 0.5 0.3
11+50 239.4 242.5 0.0489 2600 11000 8800 8800 0.5 0.4 0.27 0.25 3.6 3.4 0.6 0.5
11+80 240.0 244.0 0.0489
12+00 241.7 244.9 0.0489
12+95 250.0 249.6 0.0489
13+00 250.3 249.8 0.0489 5200 8400 0.4 0.24 3.3
14+00 256.4 254.7 0.0489
14+60 260.0 257.6 0.0489
15+00 261.4 259.6 0.0489 3200 3200 0.1 0.17 2.6
16+00 265.0 264.0 -0.035
16+75 260.0 261.4 -0.035
17+00 260.7 260.5 -0.035 2000 2000 2000 2000 0.1 0.1 0.15 0.15 2.0 2.0
18+00 257.9 257.0 -0.035 2000 4000 2000 4000 0.2 0.2 0.19 0.19 2.4 2.4
19+00 255.1 253.5 -0.035 2000 6000 2000 6000 0.3 0.3 0.23 0.23 2.7 2.7
20+00 252.2 250.0 -0.035 2000 8000 2000 8000 0.4 0.4 0.25 0.25 2.9 2.9
20+30 250.0 249.0 -0.033 8000 8000 0.4 0.26 2.8
21+00 246.7 246.7 -0.033 2000 10000 6500 14500, 0.5 0.7 0.28 0.32 3.0 3.3
22+00 241.9 243.4 -0.033 2000 12000 10500 25000 0.6 1.2 0.30 0.39 3.1 3.8
22+40 240.0 242.1 -0.033 12000 25000 0.6 1.2 0.30 0.39 3.1 3.8
23+00 238.5 240.0 -0.033 2000 14000 14000 39000 0.6 1.8 0.32 0.46 3.3 4.2
24+00 235.9 236.7 -0.033 2000 16000 22000 61000 0.7 2.8 0,33 0.55 3.4 4.7
25+00 233.4 233.4 -0.033 2500 18500 8325 69325 0.9 3.2 0.35 0.57 3.5 4.9
26+00 230.9 230.0 -0.033 2000 20500 8500 77825 0.9 3.6 0.36 0.60 3.6 5.0
26+35 230.0 228.3 -0.05 20500
27+00 225.8 225.0 -0.05 2000 22500 1.0 0.35 4.3
27+90 220.0 220.5 -0.05 22500
28+00 219.8 220.0 -0.05 2000 24500 1.1 0.36 4.4
29+00 217.4 218.3 -0.017 11200 35700, 1.7 0.51 3.2
30+00 215.0 216.6 -0.017 22500 58200 8000 8000 2.7 0.4 0.61 0.29 3.6 2.2
32+15 210.0 210.0 -0.017
I
I
Swale Discharge Calculations
Apron Apron Rip Rap
Lff Velocity Width Length Type d50
(f/s) (ft) (ft) (in)
5.0 6 12 Class B 6
3.6 6 12 Class B 6
2.2 6 12 Class B 6

DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (Please co plats the following information):
Project Name: _ (~Omo flwA Dfiyf'-'sr?
Contact Person: (,ra i g_ rJew+ Phone Number: (ql 1 g6 l o4 cr
Level Spreader ID.. 3 4 o o Lo-j +
Love] Sproader Length 13 ft. (perpendicular to flow)
Drainage Area D. ZS ac. (on-site and off-site drainage to the level spreader)
Impervious Area o ac. (on-situ and off-silo drainage to the level spreader)
Maximum Filter Strip/Buffor Slope n~/n % (6% for forested, loaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm a • cts
Max. Discharge to Level Spreader 0. (o cfs
Filter Strip/Buffer Vegetation (thick ground cover or grass, caao0ed4ofesf MIhgeaKflcr
Pro-treatment or Bypass-M&thed

It. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have boon met and supporting documentation is attached. It a
requirement has not been met, each 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.
Aimli-canests,I_nitaal_s
wiy Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with loaf
O7~kA// litter.
Pro-Form Scour Holes are on flat slopes only
e411-- No structures are located in protected buffers'
If bypass method specified in tho Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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 loaf 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 protectod buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATI N (please complete the following information):
Project Name: /t);)Jl2r' Sr,'vo4,,oL
Contact Person: rn~ N ~i o Phone Number. 01~`h ~P G /015-
Level Spreader ID:. 3 f o o ~j r
Level Spreader Length 13 ft. (perpendicular to flow)
Drainage Area 0, IS ac. (on-site and off-silo drainage to the level spreader)
Impervious Area ac. (on-site and off-sito drainage to the level spreader)
Maximum Filter Stnp/Buffer Slope 8 ° o % (6%for forested, loaf littler cover, 8%for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm 0.3 cfs
Max. Discharge to Level Spreader 0.3 cfs
Filter Strip/Buffer Vegetation (thick ground cover or grass, canopied-form7tz h-IeaHitter
Pretreat or Bypa;z.Methed

It. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have boon met and supporting documentation is attached. It a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwator management plan submittal includes
a workshoot 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 )cans Initials
6 y/'y Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft par cfs in canopied forest with loaf
litter.
? Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includo3 annual erosion and vegetation repair.
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.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please complete the following information):
Project Name: ,n lPr
Contact Person: rt~ r AA# c.r o r Phone Number: f C) 6) 109 ir
Level Spreader ID: sfA 3 f Z o LQ r -
Level Spreader Length 3 ft. (perpendicular to flow)
Drainage Area - O • 2--_ ac, (on-site and oft-site drainage to the level spreader)
Impervious Area O ac. (on-site and otf•sito drainage to the level spreader)
Maximum Filter Strip/Buffer Slope % (6% for forested, loaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm t7 cfs
Max. Discharge to Level Spreader D - S, cfs
Filter Strip/Buffer Vegetation thick ground cover or grass, ca»sp444ores~rvRHeaH tter--
gmuftdoovac)
Pro-troatment or$ypass-Method

11. REQUIRED ITEMS CHECKLIST
Initial into space provided to indicate the following design requirements have boon met and supporting documentation is attached. if a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwator management plan submittal includes
a workshoet for each BMP, design calculations, plans and spocifications 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 ican Initials
Level spreader is at least 13 ft. per 6 for thick ground cover or grass or 100 ft per cfs in canopied forest with loaf
litter.
(I'Wl Pre-Form Scour Holes are on flat slopes only
t''/ No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicablo) and plan details and calculatiorm are provided
Discharge lo level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agroomont includes annual erosion and vegetation repair.
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 butter area.

DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATIO (please complete the followiq information):
Project Name: "r
Contact Person: C ~p ° Na r? *o n Ph ne Number. L9 rg 1 T G l 0 9
Level Spreader ID: S4-A 3 Level Spreader Length 3 ft. (perpendicular to flow)

Drainage Area O. ~27-7 ac. (on-site and off-site drainage to the level spreader)
Impervious Area _ O ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffor Slope % (6% for forested, loaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm d . Z cls
Max. Discharge to Level Spreader D . ~2-- cfs
Filter Strip/Buffer Vegetation (thick ground cover or grass, canopied• eshmfMeaf-f L"
.groundeova-)
Pre-treatment or $ypass4"hert-
It. REQUIRED ITEMS CHECKLIST

Initial in the space provided to indicate the following design requirements have boon met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwator managemont plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications shoving 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 ican Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with loaf
litter.
Y Pro-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includos annual erosion and vegetation repair.
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 loaf 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.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION {please complete the followin information
Project Name : ~r /V1"))(--,
Yr? w
Contact Person: At 0 L) o Phone Number: 0 E 09
Level Spreader ID:. S-. -a `6 t " a L_
Level Spreader Length J 3 ft. (perpendicular to flow)
Drainage Area 0. 1q ac. (on-site and off-site drainage to the level spreader)
Impervious Area O ac. (on-site and off-site drainages to the level spreader)
Maximum Filter Strip/Buffor Slope R % (6% for forested, loaf littler cover, 8%for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm . 5 cfs
Max. Discharge to Level Spreader d cfs
Filter Strip/Buffer Vegetation (thick ground cover or 2ass, canopiedaorool•with-loat-liEfer
groundcovea}
Pro-treatment or~se-Method-
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have boon met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwator management plan submittal includes
a workshoot 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.
APDlicarits Initials
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.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method spoofed in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected butters.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includos annual erosion and vegetation repair.
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.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please complete the following information):
Project Name : _('4 erg M .1A
Contact Person: - L~ Pho aNumber: Q)9-1-
Level Spreader ID:
t
Level Spreader Length J ft. (perpendicular to flow)
Drainage Area O _ D lA ac. (on-site and off-situ drainage to the level spreader)
Impervious Area p ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip[Buffer Slope R % (6% for forested, loaf littlor cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm D cfs
Max. Discharge to Level Spreader b / cfs
Filter Strip/Buffer Vegetation (thick ground cover or grass, caaopiecHoro;+! wi}Mea{ titter
gwuftdcove~
Pre-treatment or-Bypa3s-Method
11. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the fdkmring design requirements have boon met and supporting documontation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stomnvator management plan submittal includes
a workshoot for each BMP, design calculations, plans and specifications shoving all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreemont. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A 4canN Initials
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.
COY Pro-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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 loaf littler cover or on slopes of up b 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.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (Please complete the follow'n information):
9
Project Name: _ r,r ,a " ; 11P r vPwa
f
Contact Person: rr~ "ol 9 r 4N -hv Phone Number: f q 11) -e 1, 1, ~f D 9
Level Spreader ID: , + 1-0 I e f
Level Spreader Length 13 ft. (perpendicular to flow)
Drainage Area 0 • D-;~- ac. (on-site and off-site drainago to the level spreader)
Impervious Area n ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope % (6% for forested, loaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm Z- cfs
Max. Discharge to Level Spreader 0. 2 cis
Filter Strip/Buffer Vegetation (thick ground cover or grass, canopied forost•withleaf-litter-
gr cover
Pro-treatment or Bypass Nt nSU"
If. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have boon met and supporting documentation is attached. It a
requirement has not been met, attach an explanation of why. At a minimum, a complete stommwateu 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
lica its Initials
Level sproader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with loaf
litter.
L Pro-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please complete the foiloy~rng information):
Project Name: C p , 1) - t U v PL~j A
Contact Person: _ r r o r~ Phone umber: ) r(';, L, )
Level Spreader ID. L) nC~ , h fi
Level Spreader Length 1 3 ft. (perpendicular to flow)
Drainage Area . 17, ac. (on-site and off-site drainage to the level spreader)
Impervious Area r') ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffor Slope % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm . 3 cfs
Max. Discharge to Level Spreader n 3 cfs
Filter Strip/Buffer Vegotabon (thick «ound cover or~rass, carwp4d.fowsHmIh4eef+fter
groundoov&r
Pro-treatment or Bypass.M,athad

If. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have boon met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stomm+ater management plan submittal includes
a worksheot for each BMP, design calculations, plans and specifications shoving all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agro mont. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A 4i is Initials
Level spreader is at least 13 ft. per cis for thick ground cover or grass or 100 ft per cfs in canopied forest with loaf
n litter.
Pro-Form Scour Holes are on flat slopes only
1' No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agroomont includes annual erosion and vegetation repair.
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.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please complete the following information):
Project Name : 1!'a rr ?a h; ! 1 Dr ; v c? tNa
Contact Person: (A ,4 NJ i' w' a r-- Phone Number: I . /q I v 1 d 9 15-
Level Spreader ID:. 34A Lo ~
Level Spreader Length ft. (perpendicular to flow)
Drainage Area o , 1=1 ac. (on-site and off-sits drainage to the level spreader)
Impervious Area c~ ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffor Slope % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm 0- S CIS
Max. Discharge to Level Spreader 0. 1` cfs
Filter Strip/Buffer Vegetation (thick ground cover or grass, canopied4ofest-w Mr eaPtter
groundcover)
Pro-troatment or Bypass•Method-

if. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have boen met and supporting documentation is attached. /to
requimment has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a workshoot 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 Inibals
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with loaf
litter.
rlrly Pro-Form Scour Holes are on flat slopes only
r>1V11_ No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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 oath 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.

I

DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION (please complete the following information):
Project Name : "9 r+- t2\ T ,'4 P YJ r
Contact Person: _ f U "'t P ! n r~ Phone Number: M )A °
Level Spreader ID. J t~ / 4- • D 12~ -
Level Spreader Length / ft. (perpendicular to flow)
Drainage Area n _ 17- ac. (on-site and off-site drainago to the level spreader)
Impervious Area O ac. (on-site and off-situ drainage to the level spreader)
Maximum Filter StriplBuffer Sk>pe Sr % (6% for forested, leaf littler cover, 8%for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm d cfs
Max. Discharge to Level Spreader o . cfs
Filter StripBuffor Vegetation (thick ground cover or grass, canop . ed-forostwithr4eaNitter
grcziaES;'-& -
Pro-treatment or Bye

11. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have boon met and supporting documentation is attached. If a
requirement has not been mot, attach an explanation of why. At a minimum, a complete storffrvater management plan submittal includes
a worksheot 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
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with loaf
litter.
Pro-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge lo level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement include annual erosion and vegetation repair.
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 loaf 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
frnnor variance in protected buff or areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATION lease complete the following information):
Project Name: n 1 r, yPta~r
Contact Person: cv ' Aje-i-ron Phone Number: 8 /017-5-
Level Spreader ID: - ; 1 ( + 5 u L p 41-
Level Spreader Length 3 ft. (perpendicular to flow)
Drainage Area D • 7-5- ac. (on-site and off-site drainage to the level spreader)
Impervious Area d ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope Fr % (6% for forested, loaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm D • 1. cfs
Max. Discharge to Level Spreader 0.1" cis
Filter Strip/Buffer Vegetation (thick ground cover or grass, oaflopied foreel witf~er
greartdeever)
Pre-treatment or Bypay-l+dcitred•
II. REQUIRED ITEMS CHECKLIST

Initial in the space provided to indicate the following design requirements have boon met and supporting documentation is attached. Ito
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a workshoot 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 lira I
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with loaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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 loaf 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 buff or areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET

1. PROJECT INFORMATIO (please complete the following information):
Project Name: ~Q Y e ,{/1"IL4 D r-;V'a-JA6=
Contact Person: (-OA /V e L.) C) Phone Number: (ficl ) ?1,1, 1 O q
Level Spreader ID:. '3-j o 1 3 0
Level Spreader Length 1-3 ft. (perpendicular to flow)
Drainage Area Ta ac. (on-site and off-site drainage to the level spreader)
Impervious Area ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope % (6% for forested, leaf littler cover, 8%for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm s cfs
Max. Discharge to Level Spreader 0,57 cfs
Filter Strip/Buffer Vegetation (thick ground cover or grass, cano*44owA.1- itlzkafliEter
gt9 "dG"04-
Pre-treatment or$y~h

if. 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 slomn ator management plan submittal includes
a workshoot for each BMP, design calculations, plans and specifications shvvving 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
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with loaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
if bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreadef and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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 loaf 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.

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)

Project/Site: Camp Miller Drive Date: 8/12/05
Applicant/Owner: PR Miller County: Nash
Investigator: Kevin Martin State: NC

Do Normal Circumstances exist on the site? X Yes No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: Crossing C Wetlands
(If needed, explain on reverse.)

VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Woodwardia areolata herb OBL 9.
2. Acer rubrum tree FAC 10.
3. Liquidambar styraciflua tree FAC+ 11.
4. Carex sp. herb FAC 12.
5. Alnus serru/ata shrub FACW+ 13.
6. Smilax rotundifolia herb FAC 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 100%
Remarks:

HYDROLOGY
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
Stream, Lake or Tide Gauge Primary Indicators:
Aerial Photographs Inundated
_ Other _ Saturated in Upper 12 Inches
X No Recorded Data Available _ Sediment Deposits
X Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: (in.) X Water-Stained Leaves
X Local Soil Survey Data
Depth to Free Water in Pit: >14 (in.) FAC-Neutral Test
_ Other (Explain in Remarks)
Depth to Saturated Soil: >14 (in.)
Remarks:

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]

Project/Site: Camp Miller Drive Plot ID: Crossing C (wetland)

SOILS

Map Unit Name Drainage Class: Poorly
(Series and Phase): Wehadkee Field Observations
Taxonomy (Subgroup): Typic Fluvaquents Confirm Mapped Type? X Yes No

Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-6 A 2.5Y 6/2 - - Sand loam
6-14+ Btg 10YR 6/1 10YR 3/2 8 10YR 5/8 Common distinct Sand clay loam

Hydric Soil Indicators:
_ Histosol Concretions
_ Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
X Aquic Moisture Regime X Listed on Local Hydric Soils List
_ Reducing Conditions X Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:

WETLANDS DETERMINATION

Hydrophytic Vegetation Present? X Yes No Is this sampling point within a wetland?

Wetland Hydrology Present? X Yes No X Yes No

Hydric Soils Present? X Yes No
Remarks:

IL- I

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)

Project/Site: Camp Miller Drive Date: 8/12105
Applicant/Owner: PR Miller County: Nash
Investigator: Kevin Martin State: NC

Do Normal Circumstances exist on the site? X Yes No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area?. Yes X No Plot ID: Crossing C upland
(If needed, explain on reverse.)

VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Pinus taeda tree FAC 9.
2. Liquidambar styraciflua tree FAC+ 10.
3. Lirodendron tulipifera tree FAC 11.
4. Toxicodendron radicans vine FAC 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 100%
Remarks:

HYDROLOGY
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
Stream, Lake or Tide Gauge Primary Indicators:
Aerial Photographs Inundated
_ Other _ Saturated in Upper 12 Inches
X No Recorded Data Available _ Sediment Deposits
Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: (in.) Water-Stained Leaves
_ Local Soil Survey Data
Depth to Free Water in Pit: >24 (in.) _ FAC-Neutral Test
Depth to Saturated Soil: >24 (in.) Other (Explain in Remarks)
Remarks:

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]

Project/Site: Camp Miller Drive Plot ID: Crossing C (upland)

SOILS

Map Unit Name Drainage Class: Well
(Series and Phase): Wedowee Field Observations
Taxonomy (Subgroup): Typic Hapludult Confirm Mapped Type? Yes X No

Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-4 A 10YR 4/3 - - Sand loam
4-8 BE 10YR 5/4 - - Sand loam
8-14+ Bt 7.5YR 5/6 10YR 6/2 Common distinct Sand clay loam

Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
_ Aquic Moisture Regime Listed on Local Hydric Soils List
_ Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: Soil series is actually more like a somewhat poorly drained soil rather than well drained.

IL- I

WETLANDS DETERMINATION

Hydrophytic Vegetation Present? X Yes No Is this sampling point within a wetland?

Wetland Hydrology Present? Yes X No Yes X No

Hydric Soils Present? Yes No
Remarks:

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8/12/2005

DWQ# )06<(6 )19 Date 1('5- Who Reviewed: l~ Vie\

Plan Detail Incomplete
? Please provide a location map for the project.

? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.

? 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
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.

? Please indicate all stormwater outfalls on the site plan.
ff
u&a41ow-pr-ovis on-measures on e-site plan.- ~ lac t~ Ce L~;C~ rs t'~, fk-L
Pl~Jt'~w

El Please indic a whether or not the proposed impacts already been onducted.
Avoidance and/or Minimization Not Provided V t,-- Cyr, V% (t)~Oi1S
Onf6V:~~lc~n i~ CC.4'ys
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provideradditional (s )
information as to why it is necessary for this project.
Cc~(Ct -
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimithe impacts.
? 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 entire buffer. 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.
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.

lT Y
~,#P-A3 ~ ~ Cam }tee C~,~a~~FGu~" ~~e

a~~rz cw ~oc~ m~3;~a ~ kd4

s.

DWQ# 20 d u Date C W- !o S Who Reviewed:
AA I~ /
Plan Detail Incomplete

? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.

? Please show all wetland impacts including fill slopes on the site plan.
i
? 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

? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
Please indicate the diffuse flow provision measures on the site plan..VQ,YL,
ac W s
V CCXV\ , ~~Z' l~n So
? Please indicate whether or not the proposed impacts already been conduc ~tj 5~, 6n S ,tY, r ' (1 t J
Avoidance and/or Minimization Not Provided 4 1 Sn k V m ` ? b Ma min a ~Y 1
? 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 can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? 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 entire buffer. 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 I 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.
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 M.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.