20050217 Ver 1_Complete File_20050131

MEMORANDUM

TO:

John Dorney
Non-Discharge Branch

Regional Contact:
WQ Supervisor:
Date:

Daryl Lamb
~tAVA T AnnAr

SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS

Facility Name City of Eden; Sanitary Sewer
05 0217

County Rockingham
County2
Region Winston-Salem

Recvd By Region

Acres
Req. Req.

Is Wetland Rating Sheet Attached? 0 Y @ N Did you request more info? 0 Y @ N
Have Project Changes/Conditions Been Discussed With Applicant? @ YON

Is Mitigation required? 0 Y @ N

Recommendation: 0 Issue @ Issue/Cond 0 Deny

Provided by Region: Latitude (ddmmss)

Longitude (ddmmss) 794114

Comments:

Site visit was made on 03/03/2005. This project will replace an existing sewer line that is >40 years
old Total replacement will consist of approximately 25,000 feet of line divided among three portions
of the sewer system Total land disturbance is - 13 acres Total cumulative stream impacts will be
less than 150 If Because of constraints imposed by the existing sewer line, topography, and site
characteristics, the project will not be able to fully comply with conditions 4 5, and 15 of woe #3374,
thus written authorization is required from DWO. Several stream crossing locations will require aerial
crossings of the line because of the surrounding topography Others will require the placement of
sewer line in the stream at or slightly above stream grade because of bedrock outcrops at streambed
level. At some sites it will be possible to place the line below stream grade All proposed stream
crossings will replace existing crossings In those cases where the line will require one or more joints
to cross above stream grade the sewer line will be encased in a steel encasement pipe which will be
sealed at both ends For buried crossings, the

cc:

Regional Office
Central Office

Page Number 1

Facility Name City of Eden; Sanitary Sewer

County Rockingham

Project.Number 05

0217

Regional Contact:
Date:

Daryl Lamb

3/4/2005

Comments (continued from page 1):
sewer line will be encased in concrete the entire lentgth of the crossing This will prevent spilling of
sewage into a stream at a crossing site in the event of line rupture. The City of Eden requires a 20'
wide maintenance access corridor for sewer lines, which conflicts with Condition 15 of wac #3374.
The increased width is to accommodate site constraints due to existing trees and buildings along the
route of the existing sewer line In several locations the line will parallel a stream closer than 10 feet
This cannot be avoided due to the physcal constraints at these particular locations In addition there
is one stream crossing that will not meet the required crossing angle due to the alignment of the
existing sewer line and the topography. This crossing will need to placed at an angle of -45 degrees
All of the proposed stream impacts will involve replacing existing impacts associated with the old
sewer line There will be no significant increase in impact lengths This project is part of a consent
order between DWO and the City of Eden which addresses the frequent overflows of the existing
sanitary sewer system. WSRO OWO will issue authorization, with additional conditions, to use wac
#3374 for these impacts

cc:

Regional Office
Central Office

Page Number 2

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Michael F. Easley, Governor

William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources

Alan W. Klimek, P.E. Director
Division of Water Quality

March 7, 2005
DWQ# 05-0217
Rockingham County

Mr. Brad Corcoran
City Manager
City of Eden
308 East Stadium Drive
Eden, NC 27288-3299

APPROVAL of 401 Water Quality Certification with Additional Conditions

Dear Mr. Corcoran:

The City of Eden has our approval, in accordance with the attached conditions, to place permanent fill in 145
linear feet of perennial stream for the purpose of installing gravity sewer lines in the Meadow Greens, Dan
River, and Covenant Branch wastewater collection subsystems in Eden, Rockingham County, as described in
your application received by the Division of Water Quality (DWQ) on January 31, 2005. After reviewing your
application, we have determined that this fill is covered by General Water Quality Certification Number 3374,
which can be viewed on our web site at http://h20.enr.state.nc.us/ncwetlands.This Certification allows you to
use Nationwide Permit Number 12 when it is issued by the U.S. Army Corps of Engineers. In addition, you
'shou1d secure any other applicable federal, state or local permits before you proceed with your project,
including (but not limited to) those required by Sediment and Erosion Control, Non-Discharge, and Water
Supply Watershed regulations. Also, this approval will expire when the accompanying 404 permit expires
unless otherwise specified in the General Certification.

This approval is valid only for the purpose and design that you have described in your application. If you
change your project, you must notify us in writing and you may be required to send us a new application for a
new certification. If the property is sold, the new owner must be given a copy of the Certification and approval
letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or
in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification, as
well as the additional conditions listed below:

1. The following impacts are hereby approved as long as all other specific and general conditions of the
Certification are met. No other impacts, including incidental impacts, are approved:

Amount Approved Plan Location or Reference
Streams 145 linear feet Meadow Greens, Dan River, and
Covenant Branch Wastewater
Collection Subsystems in the city
of Eden

N.1>{tbCarolina
;valurall!!

North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center
2321 Crabtree Blvd.
Customer Service Number: 1-877-623-6748

Raleigh, NC 27699-1650
Raleigh, NC 27604-2260

Phone [phone] FAX [phone]
I ntemet htto//: h2o.enr.state.nc. us/ncwetlands

An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

~ ,

Mr. Brad Corcoran
Page 2
March 7, 2005

...

2. The stream channel crossing depicted on Sheet C33 of the Design Plans for the Dan River Western
Section, and indicated as being between markers 14+61 and 15+ 11 (Impact #6, Attachment B of the Pre-
Construction Notification) shall be at an angle to the stream bank of no less than 45 degrees. All other
stream channel crossings shall be at an angle of not less than 75 degrees or more than 105 degrees (900
+/- 150) to the stream banle

3. Soft bank stabilization methods, such as the use of erosion control matting and the planting of
appropriate ground cover, shall be utilized to the maximum extent practicable. Riprap may only be used
below the normal high water level. The original grade and elevation of the stream's cross-section must
be maintained. Riprap placed in the stream bottom must be inserted into the bottom matrix to a depth
sufficient to provide the thickness of riprap required for scour protection. The elevation of the stream
bottom must not be increased by the placement of riprap. Placement of riprap must not result in
destabilization ofthe streambed or banks upstream or downstream of any crossing.

4. In those areas where the construction corridor must be installed parallel to and closer than 10 feet to a
stream channel, appropriate sediment and erosion control measures which equal or exceed those outlined
in the most recent version of the North Carolina Sediment and Erosion Control Planning and Design
Manual or the North Carolina Surface Mining Manual (available from the Division of Land Resources
at NCDENR regional offices or the central office), whichever is more appropriate, shall be designed,
installed and maintained properly to assure compliance at all times with the North Carolina water quality
standards that are applicable to Class C waters as described in 15A NCAC 02B .0211 Fresh Surface
Water Quality Standards For Class C Waters. Such measures must equal or exceed the requirements
specified in the most recent version of the North Carolina Sediment and Erosion Control Manual.
These measures must be maintained on all construction sites, borrow sites, and waste pile (spoil) sites,
including contractor owned and leased borrow pits, which are associated with this project.

5. Permanent, maintained access corridors shall be restricted to a maximum width of 20 feet, including
manhole locations and vehicle turnaround areas.

6. Where joints must be placed in sewer lines within the foot print of the stream channel at crossings
having topographic and bedrock constraints, the jointed section shall either be completely enclosed in a
steel encasement pipe sealed at both ends, for aerial crossings, or encased in concrete from bank to bank,
for buried crossings.

7. If concrete is used with any fill material, it shall not be allowed to come in contact with surface waters
until it has cured.

8. 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 40 1/W etlands
Unit of the NC Division of Water Quality upon completion of the project. Along with the Certificate of
Completion form, please send photographs upstream and downstream of each stream-crossing site to
document correct installation.

If you do not accept any of the conditions of this certification, 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 ofthe North Carolina General Statutes to the Office of Administrative

. f

.

Mr. Brad Corcoran
Page 3
March 7, 2005

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 Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-771-
4600 or Cyndi Karoly in the Central Office in Raleigh 919-733-9721.

Sincerely,

Alan W. Klimek, P.E.

A WK/cdl

Attachments

cc: Andrea Wade, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
Wetlands/401 File Copy
Mark Fisher, W. K. Dickson & Co., Inc., 3101 John Humphries Wynd, Raleigh, NC 27612

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Michael F. Easley, Governor

William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources

Alan W. Klimek, P.E. Director
Division of Water Quality

March 7,2005
DWQ# 05-0217
Rockingham County

Mr. Brad Corcoran
City Manager
City of Eden
308 East Stadium Drive
Eden, NC 27288-3299

APPROVAL of 401 Water Quality Certification with Additional Conditions

Dear Mr. Corcoran:

The City of Eden has our approval, in accordance with the attached conditions, to place permanent fill in 145
linear feet of perennial stream for the purpose of installing gravity sewer lines in the Meadow Greens, Dan
River, and Covenant Branch wastewater collection subsystems in Eden, Rockingham County, as described in
your application received by the Division of Water Quality (DWQ) on January 31,2005. After reviewing your
application, we have determined that this fill is covered by General Water Quality Certification Number 3374,
which can be viewed on our web site at http://h20.enr.state.nc.us/ncwetlands.This Certification allows you to
use Nationwide Permit Number 12 when it is issued by the U.S. Army Corps of Engineers. In addition, you
should secure any other applicable federal, state or local permits before you proceed with your project,
including (but not limited to) those required by Sediment and Erosion Control, Non-Discharge, and Water
Supply Watershed regulations. Also, this approval will expire when the accompanying 404 permit expires
unless otherwise specified in the General Certification.

This approval is valid only for the purpose and design that you have described in your application. If you
change your project, you must notify us in writing and you may be required to send us a new application for a
new certification. If the property is sold, the new owner must be given a copy of the Certification and approval
letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or
in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification, as
well as the additional conditions listed below:

1. The following impacts are hereby approved as long as all other specific and general conditions of the
Certification are met. No other impacts, including incidental impacts, are approved:

Amount Approved Plan Location or Reference
Streams 145 linear feet Meadow Greens, Dan River, and
Covenant Branch Wastewater
Collection Subsystems in the city
of Eden

N~ImCarolina
;valurall!!

North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center
2321 Crabtree Blvd.
Customer Service Number: 1-877-623-6748

Raleigh, NC 27699-1650
Raleigh, NC 27604-2260

Phone [phone] FAX [phone]
Internet httpl/:h2o.enr.state.nc.us/ncwetlands

An Equal Opportunity/Affirmative Action Ernployer - 50% Recycled/10% Post Consumer Paper

.
..

Mr. Brad Corcoran
Page 2
March 7, 2005

2. The stream channel crossing depicted on Sheet C33 of the Design Plans for the Dan River Western
Section, and indicated as being between markers 14+61 and 15+ 11 (Impact #6, Attachment B ofthe Pre-
Construction Notification) shall be at an angle to the stream bank of no less than 45 degrees. All other
stream channel crossings shall be at an angle of not less than 75 degrees or more than 105 degrees (900
+/- 150) to the stream ban1e

3. Soft bank stabilization methods, such as the use of erosion control matting and the planting of
appropriate ground cover, shall be utilized to the maximum extent practicable. Riprap may only be used
below the normal high water level. The original grade and elevation of the stream's cross-section must
be maintained. Riprap placed in the stream bottom must be inserted into the bottom matrix to a depth
sufficient to provide the thickness of riprap required for scour protection. The elevation of the stream
bottom must not be increased by the placement of riprap; Placement of riprap must not result in
destabilization ofthe streambed or banks upstream or downstream of any crossing.

4. In those areas where the construction corridor must be installed parallel to and closer than 10 feet to a
stream channel, appropriate sediment and erosion control measures which equal or exceed those outlined
in the most recent version of the North Carolina Sediment and Erosion Control Planning and Design
Manual or the North Carolina Surface Mining Manual (available from the Division of Land Resources
at NCDENR regional offices or the central office), whichever is more appropriate, shall be designed,
installed and maintained properly to assure compliance at all times with the North Carolina water quality
standards that are applicable to Class C waters as described in 15A NCAC 02B .0211 Fresh Surface
Water Quality Standards For Class C Waters. Such measures must equal or exceed the requirements
specified in the most recent version of the North Carolina Sediment and Erosion Control Manual.
These measures must be maintained on all construction sites, borrow sites, and waste pile (spoil) sites,
including contractor owned and leased borrow pits, which are associated with this project.

5. Permanent, maintained access corridors shall be restricted to a maximum width of 20 feet, including
manhole locations and vehicle turnaround areas.

6. Where joints must be placed in sewer lines within the foot print of the stream channel at crossings
having topographic and bedrock constraints, the jointed section shall either be completely enclosed in a
steel encasement pipe sealed at both ends, for aerial crossings, or encased in concrete from bank to bank,
for buried crossings.

7. If concrete is used with any fill material, it shall not be allowed to come in contact with surface waters
until it has cured. .

8. 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 9401 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. Along with the Certificate of
Completion form, please send photographs upstream and downstream of each stream-crossing site to
document correct installation.

If you do not accept any of the conditions of this certification, 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

Mr. Brad Corcoran
Page 3
March 7, 2005

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 Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-771-
4600 or Cyndi Karoly in the Central Office in Raleigh 919-733-9721.

Sincerely,

d--z/.~

~ Alan W. Klimek, P.E.

A WK/cdl

Attachments

cc: Andrea Wade, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
Wetlands/401 File Copy
Mark Fisher, W. K. Dickson & Co., Inc., 3101 John Humphries Wynd, Raleigh, NC 27612

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MAR 1 1 2005
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vov. ~" R BRANCH

Triage Check List

Date:

2/10/05

Project Name: City of Eden: Sewer

DWQ#: 05-0217
County: Rocldngham

To: Daryl Lamb, Winston-Salem Regional Office

60-day processing time:

1/31/05

3/31/05

From: Cyndi Karoly Telephone: [phone]

The file attached is being forwarded,toyour for your evaluation.
Please call if you need assistance.

D Stream length impacted
D Stream determination
D Wetland determination and distance to blue-line surface waters on USFW topo maps
Minimization/avoidance issues
D Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
D Pond fill
D Mitigation Ratios
Ditching
D Are the stream and or wetland mitigation sites available and viable?
D Check drawings for accuracy
D Is the application consistent with pre-application meetings?
Cumulative impact concern
D
D
D

Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested infonnation to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!

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January 31, 2005

Ms. Virginia Baker
The Wetlands/401 Water Quality Certification Unit
North Carolina Department of Environment and Natural Resources - Division of Water Quality
2321 Crabtree Blvd.
Raleigh, North Carolina 27604

RE: Army Corps of Engineers Pre-Construction Notification and 401 Permit
Meadow Greens, Covenant Branch and Dan River Sanitary Sewer Improvements
City of Eden, North Carolina
WKD # 40358.00.RA

Dear Ms. Baker:

The City of Eden Public Utilities Department has contracted with W.K. Dickson & Co., Inc. for design
of approximately 25,000 linear feet of 8, 10 and 12 inch gravity sanitary sewer collectors and outfalls
to serve the Meadow Greens, Dan River and Covenant Branch wastewater collection subsystems. This
project will meet conditions set forth in a Special Order by Consent (SaC) by the Division of Water
Quality and Environmental Management Commission.

The project entails installing approximately 10,800 linear feet of 8-inch and 12-inch gravity sanitary
sewer in the Meadow Greens portion, approximately 8,800 linear feet of 8-inch and lO-inch sewer in
the Dan River portion and approximately 6,500 linear feet of 8-inch gravity sanitary sewer in the
Covenant Branch portion. Total land disturbing activity is estimated to be 13 acres. Total stream
disturbance is less than 150 linear feet combined.

The streams will be crossed using one of two methods, depending on the depth of the line. The first
will be an aerial crossing, which will have no impact to stream conditions. The other type will be
buried beneath the stream and encased in concrete.

Topological and geological conditions prevent several of these crossings from containing only one
joint or section of pipe. In these cases, the terrain is very steep on one side and then flattens out on the
opposite side. This type of situation combined with the presence of rock dictates the need to cross the
stream with multiple joints of pipe. Unfortunately, no viable and economical alternatives are available
that would reduce the length of these crossings.

In some cases, the proposed construction corridor comes within 10 feet of some streams. Given that
both sanitary sewer lines and streams tend to flow to the lowest points in a concerned watershed, this
conflict is likely to be common. Moreover, the depth and location of the relevant rock profile provides

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only a small corridor in which in would be feasible to construct without mandating blasting in an
urban area. These areas are short relative to the stream's length, and are so few in number that they are
unlikely to have any significant impact on buffer areas.

City regulations mandate a 20' easement for maintenance of sanitary sewer lines. The regulations are
to ensure that proper space is allocated and cleared so that it is possible to get maintenance equipment
to manholes. The mandated 10' easement would allow blockage of sanitary sewer lines by tree roots
growing at the edge of easements, and would not provide enough room to maneuver around manholes
set above flood plains.

These unavoidable and necessary circumstances are in conflict with Articles 4, 5 and 15 of the Water
Quality Certification 3374 (WQC #3374). Mindful of these stipulations, we, therefore, propose a rigid
and conservative design to protect and safeguard the streams in the event of line failure or leaking pipe
joints. We propose a rigid and conservative design for both aerial and buried crossings of any length.
For aerial crossings, the sewer pipe will be restrained joint and encased in steel encasement pipe
sealed on either end. For buried crossings, the sewer pipe will be encased in concrete the entire
length of the crossing from top of bank to top of bank. Full sediment control measures will be in place
to prevent sediment from running off in to the stream, and the access corridor will be reseeded after
construction activities to prevent post-project sediment runoff.

We trust this design meets or exceeds the expectations of your permitting unit and written concurrence
will be issued.

Please find the following items enclosed for your review and approval:

);> Seven Copies of the Pre-Construction Notification
);> Seven Copies of the Design Plans
);> Seven Copies of Attachment A - Vicinity Map
);> Seven Copies of Attachment B - Impact Map
);> Seven Copies of Attachment C - Affected property owners with PIN's
);> Seven Copies of Attachment D - UTM Coordinates of Stream Impacts, guide to attached site plans
);> Seven Copies of Attachment E - Soils Map of Site
);> Seven Copies of Attachment F - Nearby Water Bodies and Their Classification
);> Seven Copies of Attachment G - Conditions of Certification review

Please note that all stream crossings are shown on plan sheets C9, ClO, CB, C16, C18, C22, C30,
C32, C33, C35, C38, C45, and C46.

We respectfully request that the DWQ review the design of the sewer replacement in the vicinity of
Pierce Street (State Road 1962) including plan sheets C8, C9, C10 and C30 and if possible provide the
City of Eden authorization to construct the sewer improvements as soon as possible. The North
Carolina Department of Transportation (NCDOT) is currently in midst of enhancing Pierce Street by

of.

widening the road for installation of a center turning lane, improving drainage and installing a
pedestrian sidewalk. The NCDOT anticipates to be completed with construction by the spring.

The proposed sewer replacement work will require that this road be open cut and at times be closed
for deep excavation. The City would like for its work to be performed prior to or concurrent with the
completion of the roadway project. The City and NCDOT will greatly benefit from this approach by:

. Eliminating duplicate roadway construction work in Pierce Street
. Reducing the likelihood of additional restoration costs along Pierce Street
. Reducing the time that this road is disturbed
. Minimizing nuisances to motorists, pedestrians and adjacent property owners

These projects, as well as each of the other sub-projects, have independent utility work and could be
considered several separate small sewer projects. However, in the interest of expediting paperwork
and reducing workload on all parties concerned, we have submitted these projects together for
convenience.

We trust this request is both justified and well received by your agency. Please advise if you need any
additional information for our request to be considered and hopefully accepted.

If any steps can be taken to expedite the processing of this application so that the City can better meet
its SOC obligations, or if you have any questions or concerns, please don't hesitate to contact us at
[phone].

Sincerely,

W.K. Dickson & Co., Inc.

111 tWl } 1. ft::ti1

Mark W. Fisher

Enclosures

cc: Steven Tedder, Surface Water Protection Supervisor, NCDENR
Daryl Lamb, NCDENR
Brad Corcoran, City Manager in care of Kim Scott w/ attachments except plans and specs
Dennis Asbury, Public Utilities Director wi attachments except plans and specs
Bev O'Dell, Director of Engineering w/ attachments except plans and specs
File 40358.00.RA I w/ attachments except plans and specs

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JAN 3 1 Z005

DENR. WATER QUALITY
'ocr! "J WI" TER BRANCH

Office Use Only:

Fonn Version May 2002

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

I. Processing

1. Check all of the approval(s) requested for this project:
~ Section 404 Pennit D
D Section 10 Pennit D
~ 401 Water Quality Certification

Riparian or Watershed Buffer Rules
Isolated Wetland Pennit from DWQ

2. Nationwide, Regional or General Pennit Number(s) Requested: NW 12. GC 3374

3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: D

4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: D

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: D

II. Applicant Information

I. Owner/Applicant Infonnation
Name: City of Eden. NC
Mailing Address: 308 East Stadium Drive. Eden. NC 27288-3299

Telephone Number: 336-623-2110 Fax Number: 336-623-2726
E-mail Address:[e-mail]

2. Agent/Consultant Infonnation (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Not Applicable
Company Affiliation:
Mailing Address:

Telephone Number:
E-mail Address:

Fax Number:

Page 5 of 13

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 infonnation to be submitted on sheets no larger than 11 by 17-inch fonnat;
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: Meadow Greens, Dan River, and Covenant Branch Sanitary Sewer
Improvements

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

3. Property Identification Number (Tax PIN): Please See Attachment C

4. Location
County: Rockingham Nearest Town: Eden
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Sites vary, please see attached
cover sheet

5. Site coordinates, if available (UTM or Lat/Long): Please See Attachment D
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)

6. Property size (acres): 13

7. Nearest body of water (streamlriver/sound/ocean/lake): Covenant Branch

8. River Basin: Roanoke River Basin, ROA03
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h20.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: The current land use could best be described as mixed
residential.

Page 6 of 13

10. Describe the overall project in detail, including the type of equipment to be used: Removing
and replacing existing 8" clay sewer with 8" PVC and ductile iron sewer lines. Some lines
will also be enlarged to 10" and 12" PVC and ductile iron pipe. Trenching equipment such as
rubber tire backhoes, trackhoes for pipeline and manhole installation, tandem trucks to haul
pipe, bulldozers for clearing and grubbing, dump trucks for hauling debris and hydraulic
rams for pipe-bursting existing pipe will all be used.

11. Explain the purpose of the proposed work: This work is intended to replace faulty, leaking
and deteriorated pipe. The replacement of this pipe will reduce the number of sanitary sewer
overflows the city currently experiences thus complying with a current Special Order by
Consent.

IV. Prior Project History

If jurisdictional determinations and/or pennits 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 pennits and
certifications were issued or withdrawn. Provide photocopies of previously issued pennits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A

V. Future Project Plans

Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No

VI. Proposed Impacts to \Vaters of the United States/\Vaters 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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intennittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation fonns 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.

Page 7 of 13

I. Provide a written description of the proposed impacts: Impact will be limited to trenching
operations consistent with trench installation of sewer pipe. The proposed sewer lines each
have independent utility by sub-proiect, and can therefore be considered as separate entities
and not grouped as a whole. Please see Attachment G

2. Individually list wetland impacts below: There are no wetlands in the project area.

Wetland Impact Area of Located within Distance to
Site Number Type ofImpact* Impact IOO-year Floodplain** Nearest Stream Type ofWetland***
(indicate on map) (acres) (yes/no) (linear feet)

*

List cach impact scparately and idcntify tcmporary impacts. Impacts includc, but arc notlimitcd to: mcchanizcd c1caring, grading, fill,
cxcavation, flooding, ditching/drainagc, ctc. For dams, scparatcly list impacts duc to both structurc and flooding.
100-Ycar floodplains arc idcntificd through thc Fcdcral Emcrgcncy Managcmcnt Agcncy's (FEMA) Flood Insurancc Ratc Maps
(FIRM), or FEMA-approvcd local floodplain maps. Maps arc availablc through thc FEMA Map Scrvice Ccntcr at I -800-358-9616, or
onlinc at hltp://www.fcma.gov.
List a wctland typc that bcst dcscribcs wctland to be impactcd (c.g., frcshwatcr/saltwatcr marsh, forcstcd wctland, bcavcr pond,
Carolina Bay, bog, ctc.) Indicatc ifwctland is isolatcd (dctcnnination of isolation to bc madc by USACE only).

**

***

List the total acreage (estimated) of all existing wetlands on the property: 0
Total area of wetland impact proposed: 0

3. Individually list all intermittent and perennial stream impacts below: Please See Attachment
D

Stream Impact Length of Average Width Perennial or
Site Number Type ofImpact* Impact Stream Name** of Stream Intemlittent?
(indicate on map) (linear feet) Before Impact (please specify)

List cach impact scparately and idcntify tcmporary impacts. Impacts includc, but arc not limitcd to: culvcrts and associated rip-rap,
dams (scparatcly list impacts duc to both structurc and flooding), relocation (includc lincar fcct bcforc and aftcr, and nct loss/gain),
stabilization activities (ccmcnt wall, rip-rap, crib wall, gabions, ctc.), cxcavation, ditching/slraightening, ctc. If strcam relocation is
proposed, plans and profilcs showing thc lincar footprint for both the original and rclocatcd strcams must bc includcd.
** Strcam namcs can be found on USGS topographic maps. If a strcam has no namc, list as UT (unnamed tributary) to thc ncarcst
downstrcam namcd stream into which it flows. USGS maps arc availablc through thc USGS at 1-800-358-9616, or onlinc at

*

Page 8 of 13

www.m;gs.gov. Scvcral intcmct sitcs also allow dircct download and printing of USGS maps (c.g., wwW.topolonc.com,
www.mapqucsl.com. ctc.).

Cumulative impacts (linear distance in feet) to all streams on site: 120

4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: N/A

Opcn Water Impact Area of Name of Water body Type of Water body
Site Number Type ofImpact* Impact (lake, pond, estuary, sound,
(indicate on map) (acres) (if applicable) bay, ocean, etc.)

*

List cach impact scparatcly and idcntify tcmporary impacts. Impacts includc, but arc not limitcd to: fill, excavation, drcdging,
flooding, drainagc, bulkhcads, ctc.

5. Pond Creation: No pond is proposed
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): 0 uplands 0 stream 0 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.):

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 altemative, 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.
An Erosion Control Plan has been submitted to the Land Quality Division to prevent any runoff
from entering streams. Trenching in the actual stream itselfwill be immediately stabilized with
Class 1 Rip-Rap, and the total disturbance area will be limited to 6' off of the centerline of the
pipe. It was not financially feasible given the location of the pump stations to which these sewers
drain to attempt to bypass or avoid crossing the streams. The streams were crossed at a
perpendicular angle to avoid any unnecessary disturbance where possible. Furthennore, the
construction of any and all lines that cross existing streams will be in full compliance with the

Page 9 of 13

anti-seep collar and concrete encasement provisions ofWOC 3374. The affected channels are
surrounded by sewer lines as well as buildings, making it impossible to relocate them. Some
streams are crossed multiple times in order to pick up sewer services on either side. This practice
was minimized where possible.

VIII. Mitigation No mitigation is proposed.

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.

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, 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 detennining 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 NCWRP 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://h20.enr.state.nc.us/ncwetlands/stnn gi de. htm I.

1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.

2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to detennine availability and to request written approval of mitigation prior

Page 10 of 13

to submittal of a PCN. For additional infonnation regarding the application process for the
NCWRP, check the NCWRP website at http://h20.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following infom1ation:

Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested ( acres):

IX. Environmental Documentation (required by D\VQ)

Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Y es ~ No 0

If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEP AlSEP A)?
Note: If you are not sure whether a NEP AlSEP A document is required, call the SEP A
coordinator at [phone] to review current thresholds for environmental documentation.
Yes 0 No ~

If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEP A or SEP A final approval letter.
Yes 0 No 0

X. Proposed Impacts 011 Riparian and \Vatershed Buffers (required by D\VQ)

It is the applicant's (or agent's) responsibility to detennine, 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.

Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes 0 No ~ If you answered "yes", provide the following information:

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.

Page 11 of 13

Zone'" Impact Multiplier Required
(square fcet) Mitigation
1 3
2 1.5
Total

*

Zone I extcnds out 30 fcet pcrpendicular from near bank of channel; Zone 2 cxtcnds an
additional 20 feet from the edge of Zone 1.

If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.

XI. Stormwater (required by D\VQ)

Describe impervious acreage (both eX1stmg and proposed) versus total acreage on the site.
Discuss stonnwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
There are no proposed changes to imperviousness on the site. and the site is less than 30%
impervious. A full Erosion Control Plan has been submitted to prevent damage to receiving
waters.

XII. Sewage Disposal (required by D\VQ)

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.
No additional wastewater generated.

XIII. Violations (required by D\VQ)

Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes D No ~

Is this an after-the-fact pennit application?
Yes D No ~

XIV. Other Circumstances (Optional):

Page 12 of 13

It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these pennits. 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).
The purpose of this proiect is to bring the City of Eden into compliance with the tenus of an
sac under the DWQ. It would be very beneficial to the city if this pennitting process could be
expedited to ensure full compliance with this measure.

'/~~/oJ-
I
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

4L--

Page 13 of 13

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D Approximate Project Boundary
PrImary Roads
D City Boundaries
I2J Basins
- Major Hydrography
[~1 County Boundaries
_ Major Watarbodles

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City of Eden
Vicinity Map

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3101 John Humphries Wynd
Raleiqh. NC 27612
Phone: [phone]
Fax; 919"782.9672

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Attachment B - Stream Impact UTM Coordinates

UTM UTM Length of Average Width Attached
Stream Impact Type of Impact Longitude Latitude Impact Stream Name of Stream Perennial or Site Plan
Site Number (ft) Before Impact (ft) Intermittent? Sheet #
1 Stablization 613479.8590 4040993.2202 12 Unnamed Tributary 6 Intermittent C16
2 Stablization 613717.3997 4040933.3058 12 Unnamed Tributary 6 Intermittent C18
3 Stablization 613800.2508 4040982.0158 12 Unnamed Tributary 8 Intermittent C22
4 Stablization 613899.5496 4040724.8772 12 Unnamed Tributary 9 Intermittent C13
5 Culvert 617180.4560 4041319.1982 12 Unnamed Tributary 8 Intermittent C32
6 Culvert 617374.1615 4041050.3223 12 Unnamed Tributary 12 I nterm ittent C33
7 Culvert 617533.0475 4040987.7263 12 Unnamed Tributary 5 Intermittent C35
8 Culvert 617514.6825 4041271.1872 12 Unnamed Tributary 7.5 Intermittent C46
9 Culvert 617418.5373 4041752.1974 12 Unnamed Tributary 3 Intermittent C45
10 Stablization 617892.4482 4041011.5808 12 Unnamed Tributary 11 Perennial C38

Attachment C - Affected Property Owners

Ic!t'nli(i(,llion of AffNlt'd Pro f'rh Own('f'. "w,Hlow r;rf'('n~ Pro'l"(t ""r.1
Affecled Property Q",ne,'s Street Addre~s of Adj.:J(cnl 10
Pm'("(t Art''' Se\\N Rrpl.lu'nwnt Pro;('(I Na~ of Alf('(trd Prnlll:'rf OwO('r "'\..lilinl': Acfdr('~' Afff'(If'd Pro lNty Pin Numht'r Imlr(l~'f'mt'n'sl
\If 4,OOW GRr [N'; COl'....TRY Cll-R 1'0 nox 459 F,lirw,wr-.;\Jrllhf'f 14 701"101951')024
\\'11 L 1.....1 A....n ~1...11'Kn)R r.QS1H<I"f\\\'(XmCT. (,05 IH<.,...R\\'{X)[1 Cf. 798~I07S8.1(,5J
148 M"''Ll W(){)U OR.
RORfRT ^''''N "tlfl TO'\l rOf'\l2nM 7'J8')075827<l{1
H2M4,'1lW(){)ULJR.
O:;YL\".... GROC......., fOf"" ~nf\13 7'1fl"07'iR175(
JJ6 M4,i'tl \\\)(.JLJ UK.
CtI(5TO~ !'.,^TI(l...." rpfN27J!\R 7')f]'lOf5Rflf\:'1 \
JUl'>\:\'ll\\OUUliK.
Sn"''l nf "~,~,,If'\\'f)(vi n,;\"(' O:;{,\\f'f HUH \\'111 ,..",<; " '....R.. (,lR-'US" 101 N 17:'.'1<'\ 7l)R'l()I,..l1J,~M'1 "
5] 1 ~oulh\...<xJd K.. l!Jen,
,,-('vin DW.-I 'rt El.lflpr 'C :!7:'tlB 7')!:l'J1)6.J,}1121,
30J t-.\..lj..llcwood Or., lden,
Llmp~ "-t !.. I inrl,l ,,,. R.l'l..o -..c 27:'RB 79R'JO{1'1<J).1f11
307 ,.,\..Ij..lle....oud Or, lden,
\Vi~li,llTll, !.. Cljh('rinf' r. ~\(>lt"od "'C272M 791'1')0';4')5347
09 ....\.,I~.)IeWOOO Uf., loen,
(,n,"""wnrvi n.i\'p<::"wf'r \WI;,llTl I. !.. Clthprinl' f. "'\I:>I pod ....C 27:'RIJ 7<1R\1(l{.,.1\1{,lRP
117 ( k:lng~ H...y, lden, ~C
'\.1n'rhf',mf\wfTlori.lIHmril.11 27:'fIR 79R\10f,29Q7R7
)47 [)o!'wood [Jr, f.dt'n, NC
\\'i!I',1r!l 5. A. K,l!f'n ~ \V.J!'!!'f' 272HIl l(lA()1BJO'i)7f .
22J2 I\.k'.Klow HII Rd,
~t!''1hl'n R. !.. IkhN (,1 P. [l,lll \\'i'1~ILlrl'("llf'rn, NC ()t"Wt)o.-] Pro Edt'fl....( 70i}OlB107J2f, .
)40 Oogwood Rd., lden,
How.-Nf T. !.. Ch{'f"vl R If",kit"l~ "C 27:'RR 70flO18305077
540 Oogwood Rd., lden,
How,l'd T. !.. n'f'fvl R Ipnkin~ -..;C 27:'f18 [){'ll!wond Or. Eol'". ".;( 70.<m1830:;077
5H Oogwood Rd. lllen, "-C
"M 5-rrHh"rnold 272M 70RO 18 )0809<1
521 L>ogwood IW. loen, NC
V~~hti H. Chpwn,n" 272R8 70flO18.10101",
PO BOJl; 1107, lden, NC
Ohornf' 'nvf'~tn1l'nl'-'. l L C 272R9 "outhw()(l({ Dr, rOf'n, ~ 79fl90(,49072',
520 Southwood Dr, lden,
,\'1'( !.. Cltl1!'rinf' E R oPm,l~on ""C,27:'R8 798~O6.19377.1
J 1 0 Pmc....ood PI, lden, !\iC
P{'ll"( P. !. I\.tl'Y I ou ~l '111,lnO.....;(1 272/HI 79890649)75:,
J 16 Plne....ood PI,I(e, lden,
t o....f'II f. .wd V,,~iniJ R ()f1f'~ ....C 27::RR 79B~0649771 (
PO BOJl; 459, lden, I'.C
''\[',l'low Grf'{'n~ CO<Ir1Ir.' (!lIh 27::fl9 Ll; rv. ,1 Nllfl'hf'r" 70131)1951502.1
511 Brlaf....ood Or., lden.
W l !.. I(.l'Pfl $. Prynr ....C 27:'fIR 7')1'l<"'l07593).1f
521 Brlarv.ood Or, Eden, I'.C
'1..11in G. ~,ll.'\{l';,lq 27::fIB 79B90759327)
514 Briar.....ood Or,lden, NC
nhn A. &. Annt" K. f'nnf'ttf' 27:'R8 79R')07)9(,)lfl
524 Briar.....ood Dr., Eden,
rlr.lnor C11(h."f'1I "'\nrr'~ '\;C 27:'1\8 7'lB<"'10759f.l.1f
JuB . ~I.x.llurn 01.. (ll'n,
\\.'('~'('fll (). ,,1,,11 C;ly of [ rlpn '\;C272M ...rli.ypnt '0 F,l;.....'Y" 7'lR'107'(,t}111f,
1.:'8 COLJNIRY CLUILJK.
FI..RRYG. TUTTLE EOr"l272f1R' 70A015))780',
PO BOX 5')0 lLJlN r-.C
S Of [[)fN ["'TfRrRl~r5 27289 132COUNTRYCLl'Rf 70R01554(,Q53
l'O BOX 590 lDlN r-.C
~Of rorN r!\iHRf'RNS 272'}0 134 COUNTRY CL l 'R I 701101554f,211
101 COUNIRY ULB OR.
'OH'\l51\.-1I11t " {[)f N 272f18 ;:roA01554118.1 ,
H5 GRIlN\\lAY ST.lDl"l
""'1($ O. !. {N"-;lffR no-nE 272M'! 70fJ015'j.11H11 \
PO BOX J141l0lN NC
..Rom P. t. \'I(l<:lf Hf ORICK 272A9 218 f\1r~"'f 5T 70110155.122(,"
241....'[B....M Sf. LDtN f'"C
"'\~IF \V. A It 'OfTH ", "-" ....r;l r 272R!J ink!)155414(l/l "
222 Ml[}4,N Sl.lLJlN
11 [ 0. tOflON 272tHJ ;'(\fH)lS54QSS4 \
22b"'IlBANSLIUlN
rll1t r. &. r..y[ f. ClM':K 17288 7()R01S540f,2f.? \
227 i\Il.BANl ~T.lUlN
I.;P'"MTH 1. !<..f1\(JRI(K 27::'138 70HQ144J7Sl)l-j '(
223 MlBAM ST.lOlN
RrllY ,..... H"1l :!71R8 70flO144.1842'.l
219 MlBAM ST.lUlN
r"'\E$W.F.. ......lCf f. "\IITH 272M 7(111)1.1.1.1Al'ir,
I}()l W. \\',"51 w....c. Hj.... Sf.
'["q r.. f.. AnR-'''.... o "[Et-." .rnE'" 172118 115 f\~rR"'E ST. I[)f' 70fl01.14.1Q::'0f X
~\J BU.X 528l0lN NC
'..In vr.... R. &. CAROl H. M"RTl"'l 2i2fl!3 213 \1[[1"....[ ST. 7(J/10144.1(,)42 ,
l:lRI.'N L & All R'l f. 220 \\lA\lR Sf. [LJlN,
C;"RR"RR"""T 27:'RR 70/101444(,41::'
228 \\,[AVlRST. lOlN
R1CH"RD H, !. OO""~"" 'OIl....50"'l 272M 7(l1\01444S(,(,1
t\J BOX 2Wti HrGH IVIN r
"'l $ M..TOf\1LlC 272(,1 Wr,..vrR ST. 701101444248"
H...f<OlD W. &. OORUIHY 118 COUNTRY ClUJ UR.
"..TTHf\\'S r[l[N272M 70flO155)7(,Q)
JOB L ::>1.lOlurn ur., (It'll,
CITY Of TOfN "C 2721\8 7(l11() 1 '}7.1]'}'11
\If "MW eRff...." (()I'lRY nl 'A ro (lOX -IS'} rn[ "'l 27:'R'l <:;T"Oll\, [)R ;'(1.'1I)155:'(,'}04 ,
l.,l(jf\I,..F.& ltllUUUk..t. "8t.> AUll;,\.1ljK.llIlN
'n"I,(','1 ()",1,11! H....P,...I" l7:'RR 7nF\() 1 ",{,11 11'1'.' ,
KlX~J~G~V.M lUlir-oTY ~UjUOt )11 HAKKINIUN 1l\'\iY,
Wsnf\, [DEN. 272fl8 P,>\'TIlERl."'f 70'101433922/'

Attachment C - Affected Property Owners

Idt"nlific.llinn of Arrf"clrd p((lH'rh Ownt"r~. '-'w,ldow Grf"f'n~ Pw'f"ct Arra
AHecled Property Owner's Slreet Address of Adjacent to
pro'f"{t Ar,.a S"Wf'( Rf' 11.l(f",""nt Proit"ct Namt' nf Affl;'("!f'd PHl~r1V Ownf'r ~~ilin~ Addr"", AHpctf"d Prnpf"rt't' Pin Numtwr ImpfO\,('nw",s.
..ui vl\.ll~\"",~'( llK..ll.JlN
frl...., "'l,,,,,l'...~rl fIr" (r"nnl <<>\,...r PHil tP """0 IOnlf f1fRl.rR 2?:'I1R r""'TllrR I "....F ;'()!'l014J lJ(.n'. '(
248 f ,".U<W...,V UK.. lUlN
I"~,'r, R ~.qp"....... :'7::'flR ;-,n.~01l5S5(,F '(
2..4 f ,"'11-\\\,:0\, Y UK. L DlN
! R.......K j( ""1nH'::IP[ ::'72f\fi 70nOll'j'j'j'j')/ '(
24QfAlf\.W^Y lJK.lD[N
R0fl( RT ,...t <; Tt W...R f ~nAI\ 7O[JOll'j'i{,..l]i '(
2JtdAIR\VAY UI{ EVlN
0.\\'10 W""'F f\APHR 2n'<\~ 70R01155(,l'jI' \
.;:32 . AII<.WAY UI{ LVlN
HflfN O. fRf'fTTf 2n.91\ 7f)fH)1155f,2,)'l X
;?:::8 fAIK\VAY ST.ll>LN
CllOl\11....HR l7HII\ 7(1R(l11S'ii'I:.?" X
nlfAIR.\\'AYSl.lDlN
Rl'~Y""l \\.1111"'" RORf.:fR 27:'llIj 70.'jf)I1'i570,~4 X
216 L",IK\\'AY UK. lUlN
"....IT" F. n"VIf) L HA,f.'ROtR 27:'(!Il 70,'1015548'.104 '(
214 f,A,tt\W,4,Y Uf{ lLJlN
'1\l "I~, RHYNf MAMTTA :'7:'fHl 70UD15548844 '<
210 fA!t\\VAY ST.lUlN
\ylt II....,.....' n. ~ STACEY n. f'H Rn :'7:'flR 7OflO15S4R7i't, \(
II <:.q W. ^ p"t 'I ," R "1A,,''''ar l 1"011(1'( -I)) [PI.... :'i':'(1') ~'fV'lL"IR\\'.Wlll{ 701101 554'-)(,O~ '<
:?02 f,"II<W,,,y lll{. fLJlN
GROG".... 1""'H5 I1()W"RO 27::'.'38 70.'31)155-i')53(.'<
249 fAIKWAY S I. lOlN
R"RRYW. F. O""l C. B....lt[y 27281:1 i'OflO1155355l"l
245 fAIRWAY OR.lDlN
'lICH"fl O. !. T """"W ~HfLTO"'" 272M i'OflO1155348'1
351 M",I'UWOOD UR
\\"f "-or I I F. OOROTHY K. [YAN'S F[1f"4 '172RR F....IRWW OR. i'0801155441(\
JLJUY 51UKGIlL N...O Rt\Y 137 fAIKWAY Sf. lUlN
CAROWfl1 272M i'08011554)-i{1
233 fAIKWAY Sf.lOlN
lOt !I<:'[ Il BROWN 272M 708011554:'81
229 fAIKWAY OK. lUlN
I""lf' G. '" P4,TTIK W,4,T501\1 272M 70801155511;,'
223 FAIRWAY Sf.lOlN
\lICH"" R. '" CORr....'f f. BR(X)KS 272f1R 708015S459S(
219 fAIRWAY Sf.ll>lN
! 1....0" R. H"ROl [) 27:'flR 7080155-iUlOf
215 fAIR\VAY Sf.llJlN
\IRI f"-i" " (1R""''1,1fR 172R8 708015546737
209 FAlt\\VAY Sf. H>lN
RORfRT f. A. "1"RTH4, G. l''iTU5 272M 70R01554(,f,(,1"
205 FAIR\VAY UK. lDlN
C.",R'11~E(;RVI4,"-1 272RR i'OAOt5S-l(,591'
,2UI AIRW^, UK. LUlN
f,)irW,l nri"f'C::('WN n"vlo I So ARI rl\;f C GRAONER 272M i'()fI()15'i47-12'1
4752 ~dlLl !\\LAUUW RD.,
[LlEN f. ~\nT'..MY "XTO~ V,", 14054 25B (OU~TRY Cll'B 7()flOllS51593
]5111.t4,fUWOOUOR..
OOROTIfY K. (V.,.....5 ff)fN 27:'fIR 256 COL"TRY Clt R i'O,90115S241J
254 COU~ IY ClL-B OR.,
l Hill' MA"f (;ORrX1~ fOf"l272M 7 (\fl012E ...11
250 COUN I KY ClL-B OR..,
or.......'" K. So RUTH f. nr,4,\'[R f[)fN 272flB 70AOll552:'13S
2-16 COUNT KY ClUB OR..
....4,'Cy R. FOnORf It nRl'STfrl for"l 27:'1'\~ 701'\011553115
242 (DUN JRY CLUB UR..
Wltll4,"-1 R. TUCHR fOfN 27288 70fJ0115530-l5
407 VAN BURlN KU,
05fPHW.CllA".....OlfR [O[N,27:'M 238 COU"ORY CtllR 0 70R0155-1-1')1)(1
230 COUNlRY ClL-'B DR.
"ONTE R. A. P"'''I[t ,... H. (OX f[)f~ 27281l 70flO155-1-iB31
226 (OUN I KY ClLB OR..
IR["-E K. PO\\Ttt fm"l2i'2RIl 70R0155-14761
222(OUNTKYUL8VR.
I rUff~. R...."'[Y FOr"t2i':'M 70flO1554-1('91
220 COUNIKY ClLS DR.
\V4,L TfR G, ATKI....50~ R. ror.... 272M 701'1015545532
216 COUr-...KIY ClLS OR.
'110i"-fl T. & SIt[ II Ali ~l(CORORY fOfN 272M 70R0155454t;4
PO BOX 3141l0lN NC.
.,R(Hlf P. " VICKIE t n ORICK 27:'fl9 "f~\R[f\;E OR. 70RQ155422f,P
1391 lllLU\\H KU.llJlN
[OOlf A. fR"'crS ROI4,'f) 27288 '\\f"R['[ OR. 70!'\O15543414
223 (OUN I KY ClLS DR..
R.."'OA"tt K!. Ol...."""-f R. SfXTO.... [Of'" 272fl,R 701'\0155-12564
bb2 E STADIUM OR..lDlN
""nIHW $. '" OY H TO"-\S 2i'2M 227COUNTRYCtl'R I i'0130155-1:'64]
PO BOX 475 PA 1 KICK
O{\\'[Y R. ~HOL 'GH <:.pRIV;S V.4, 241 n 23 1 COU>."jTRY Ct L'R I i'OflO15542702
2H COUr-.RTY CLL'S OR..
(4,THY R. Ol""-EY f DfN "'c. 70R015541863
2]9 COUr-.RTY CLUB OR..
A4,RRY I. M"f\f fDfN 27288 70flO15541927
247 COUr-.iKIY ClL'B OR.
ROAfRT W. M"RTl"t ~R. fOf"l272f\R 70R011550087
253 SfA\VAICH WAY.
RICH "RO R. A. OYcf N. PR.".....\\'[ l l "TRF flr",CH. "-( 251 COt"RTYClt'R f 7011011550147
]55 \\(j(JU~UU<KY
SHO'...l5 DR. DU'CA""l SC
\,11J,K 1<. '" AI'OU 5-fXlO :'9334 2'i5 COL.....TRY CI t 'R f i'(lR011S5n22(
!\(\lRlYM,HOI11 25i' rOt.....1RY n lA DR. 701lQl0-l5937f
(n,rn',v ("1,,1, (,f'\~"" ...,....RY H. \\l ,,\'( R ::'61 COt'.....lRYC!1 Ii IlR 70R()10-.1')(j-i-lC,

Attachment C - Affected Property Owners

"'t'nlifiC.lljon (If Af{t'Clf"d ProPf"rty O""nf'r~' '~,Hjow Crt"t'n~ Pro"f'e' Arf"a
Affe<:led Property Owner's Streel Addre~s of Adjacent 10
Pro'f'(1 AT(''' St'wt't Rf'[!t.1Cf'rTWnl Proif'("1 N.unf' 0' Af_f~~I('d Prf'Pf'rt,. OWnt'f ,..t~ilint Addrf"\o; Aff~(.'~~ Propf"rty Pin NumhN Improvt'nwnto;l
-1'Oi>ux 98.10'), A llA'l t.....
Il'i ~ ,,",r ,qX)\V r,Pf EN ,""SOC. \,....1(11.)<) f. "RflOR IN 7"(1'l()(':','j'l7',(l '(
IUW \Y. WHITF f>() 1;0, ')1,1, f [1,...., :'7:'f("J 104 \\p,rX")WVlfW I 7Qn'}i\(, 1,'jrll)i~, ,
(/l8S. U....UlN UR..llJl'\l,
\\IOlY 0/0,1 F t,....O\V ....C:'7:'WI 7~IR()rv,1812' J ,
1....1\,~llIU( "IOIUK lOlXA__ at IOU) Bl,lL.&..KU (J SUl1l
R..'" IFGtf. ''\.C 100, R"-t!lr;If. r--;C 271)15 '- ARfl(IRA....Dll'\iPI~ i()W,II)(,17(l(,4',1 ,
216 GKAr-.T SL l UlN, NC
f1rTTY r...'\l A.I"RU R 17:'fl~ 7(lIF)1RH].I17 ,
III GK.'\NT ST. Ll>lN. NU
c,U~^N "-,ITrHrt I T....IIFV J7~RIl ;'[I,'J01R)lJ47" ,
217 l,KAJ".. I S I. lDlN. J"..C
I A\\Rr....cr r,. ~ r~fTTV rn. WI UTE ~ 7~rl'l ;"(\;'~Ol R31177:' ,
221 LK....r-.r ST.IUlN, I'.C
\\1115 F...~r;o ['.......1( ~ 7~11.11 ;(\'101R)1l74" ,
301 GK....)\, r sr. I fA N, I'.C
!...RRY C O-'R'\.' L l :>np.., 7nf1(11811'i:;Al ,
Toil< ',^"Jll" UK. ll!l~.
"'If',rlnw (;'........"~ r;f.,.,t li",I....,.'''rfF.....I,.,'''1.''""...f'.<; rlTY0F" FDf\! ?7:P..'I CRI.,,,,yq 7(lAr"'l1 ~l:'R14;- ,

Attachment C - Affected Property Owners

T

~ If I'd

o

c

A

It ('nll 1(,\lum f A ('(I PrOJlrrty wn('n- o\im.lnt Br.ln( Pm ('(-I ...
D Affl"<.ll-d Property Owner's .M.liling SIred Address of 6
S("W('f' Rcplac("mml ProjN:f N.lmp of AH('( ll'd Prop('f'ty OwnM' Addrl"'~ Aff('(11'd Proo....tv
329 COlLI>\A" 5 r. , WL", "C
IR"'1 IR""KIIN GAllOWAY 272A8 MARYlA"D A\'f 709010255425
1032 E. 51ADIUM DR., WLN, "c
I R""KII'I O. '" IHIRI LY lTOWE 27288 70901025&158
329 COlLI>\A" 51, WLN, r-.C
ROY I 1"\T5 27288 .\\ARYIA"O AVI 709010218218
40& A N LUGLM 51,
G"RorN OF lorN APT. I~RII NSRORO. r-.C 27401 WOOOW"RO OR 709014249839
KFITH T & MICHfllfAROAD'\lAX 'lOR SHARPE Sf. F DEN, 27288 KNOTT STRFfT 70901.040531
1'0 BOX 107, WLN1WORlIi, r-.C
lJI\KNO\VN 27375 KNOTT ITRIIT 709014341125
VA"ISSA Cl ARK GARRETT 1022 KNOTT 5TR!IT, WLN, 27288 709014341310
\11(;UFL AN1WAN CAt RK 1022 K"OTT 5T, 101'1. 2728B 709014342355
Wf""'tr>rnOlltf.111 AlICE I>\AE HMII'ION 313 W 57 5T (,(, NY, NY, 10019 K"OIT 51RHI 709014342355
107 S. Ilt\ll: Sf. APT N, fUEN.
GfOR.(;[ TYf\;F R H"lRflfl D 17:'88 70'J{)103','l{)55 X
313 DA"1lL AUKIN5 5T.. WLN,
Om'H B '" I<\M H H""KINI 27288 70'1010157&34 X
I A"RR"R" F. DlINN 42710.....C HOOK RD. [DEN 7090103595(,ry
Will "'M I '" PA TRICIA A. ARTlI 218 M"RYlA"D AVE. fOlN 709010450798
IOH'\l W. [(. KAY M. BlIR'HTE 1318 SOUlH AVE. F DEN 70'10104511174
ROlll"-l l. CORll"", 1277 DflA\\'ARf AVr. rorN ,090104:.l7Rl X
"CK RORAY ROB! RTSO~ :w-*~. HAlf STRfET, for~ 709010450223
RO'\j~lf F. !. RARRAR^ T. HOOKfR 2105. H'" 151, IDrN 709010159067
3Gb [5A'-IJLLY DR. ASHLVIIL
\1I\HA.fl .~1 ,\ VICKI PIN!fN 28[\05 )IIAW"RI5T 701010414522 X
3b7l 5ANIJLL Y DR. ASf IL VIIL
.....,IrHAfl M ,\ VICKI PI"rrN ~RROIj DrIAW"Rf 51. 70')0104IJIP,0 X
3b8 L 5A"DLL Y IJR. ASHL VILI
\\lOIAlI M '" VICKI PI"[LN :'8R05 PIl AW.<\RI 51 70')010~S3-*",9 X
A,CK BORBY ROHf RT~ON 2041. HALE 51RIIT, ILJ[N [)[IAW"RE 5T 709010452-*45
POROTHY H '" OH~ CA""O~ 1551 lIfSI'\,IHRRY RO. 27188 70901045.U11
'\,1(;fL ^ BllIST 414 '-IW ST. 272RB 70l}OO-*513213
Gf R"11l 00'1 .\!D OIAMBfRS 4)9 MfRF\I,\l'\'l ST, 271f',R 70f)015531791 X
PHil liP SAP 4(,1) Mf RRIM.A,'l ST. 271RR 709015131610
\VAY~[ &. ~\AR.THA STOf'H[l ~S& Mf RRI[J\PIN ST. 271R8 70~I01SS3~&37 X
o ARI "rE M. '" I IMIRA K H"IE PO ROX 630, 101 'I 1/214 HAI!5 51. /I 70110 1 ~4..W803
ClARI"rE M '" IfMIR" KH"'E PO ROX 630. !P[" 1/216 H"I I IT. /I 70l)0144~O527
n ARI ~n M. t<. t[NlIRA K HA,IE PO BOX 610, lOrN !/ 218 H'" F ST./I 7WI014432978
CA..RY Dr A'J ~TR"TTON (,() M( RRI,\\A'l Sf. 27:'PP, 7()q01553~)7R X
n".....lf I RlJSI.,f II If ,\'\;D), (,~ MfRRI,....,,\'l ST. 271f;R 70()o15'iJ~~:?9 X
F.l':lf'fnOutf,l1l [AKlt &. lOlll"f 11AM.\10CK .\21 s. t llJr'\,DIl Y OK, 21 lRB 70')014445103
V,H1<.If'r I(>.m lirim '0 IlOX lon, fdc-n. NC, 272RR "".A,RYLAND AVr 70'l0092S21 n 1(
5401 Hyde rJrk Bt \'0. Chic.lgO, Il,
Rivf'rM,Ol..l'rI'dfor f,Of,lS \IARYI A"D "VI 70'IOQl.J251.l92 ,
1)6 51l'UY GROVL RIJ, WLN, "c
\1.1,",'" G, [)jl1.lrd 17:'fl.~ \1,A,RYLASD,AVE 70')(i(J'J253171 X
13& ~IIADY GROn RD, WIN, r-.C
ROO\[V[[ T GAllOWAY 272~R .\-l,A,RYI.A!'\;[}A\'E 70(JOOQ252396 X
1012 M"RYlA'D .'VI.. WLN, NC
Or8RA. KAH HAIRSTO'l .?nflll 70'1OOQ2S4145 X
ICiO 219 CHARLIE 5T. WIN, r-.C
'\,rwsr, PAtl1 RAPTI'ftOt 272gB ",vRYI A" P A Vf 70'IOO1l2S139Q X
1'0 UOX 37&4, IJANVILLI. VA
CHA.RI f St. Dr RRICK 2~S.H \lA.RYl A!\;[) ,,"VF 70'IOl0:?552(,O '(
329 COI [M"N 5 I, IllI", r-.C
ROY I. '" M"Rlt IAvr~ 272BB ""RYI ANO AVf 7(N010259J02 X
1032 E. 5TAIJIUM IJR., EDIN, r-.c
IRANKII~ O. '" IllIRtlY ~TO\\'F 1272RB 70<1010257f,R.t X
1034 I>\ARYlA'D AVE, WLN, NC
RFATRICf WAm [l1.\.\\"[RI 1272RR 7W)01(125q~71 X
1807 IV. WASHi"GTO" 5T, WIN,
If S'5 " ADRIAN Mf I KS '\,C 272118 MA,RYl A~ [) .AVE 70';01025'1527 X
10~0 E 5IAOIU,\\ UR, EDIN r-.c \"\ARYlA/'.;[) A'\i[)
II IRY M RtACKITOCK :?7:'RIl VOOOVI[IV 70')010110475 X
1039 I>\ARYlA'D AVI. WLN, r->C
,fX)R(,f~l" .ARTI~ 272M 70'I0101:;Of,lD X
1040 E STADIUM DR, WLN,
H-\' CKST()('K IOf '" '\,IS fT AI\ 271gB VOOD\VARD OR 70'1{l1 O:?5 fJf,7"::l X
1038 ^,"RYlA'1J AVI. WLN, TADIUM DR A"D
Merrim.ln and Dela.....are r lfRY M fll ACKSTOCK 272P.R VOOD\VAR.D 70')01025qR",O '(
Strcet .and '\\Jryland ,,"venue I j/~1 LUKAI L,AKIJ N IN,
\o\'f'nJnt Rr,ln(h "'(>\\'f'~ .A"~ F ~IIM1IR WIN5TO~-IAII M. r-.C 27106 HARPE AVE. 70')0141J4')02 X

Attachment C - Affected Property Owners

T

f Aff ed

A

I pnlllC.1tlnno Kt Proorrtv Ownf'n. 0.10 RI\'N Pro ("(-t rf';
Sewer Rrpldcement Affected Property Owner's Mailing Street Addre~s of Adjacent to
Pro"f'(-t Arf'J Pro'pt! N.lrnt of Affp(tpd Proo{'rfv Ownrr Addrt'<iilli Affected ProMrtv Pin Numht'r Improvt'mf'nt\1
\\11 ION It. & BA~BA~A S. MANNI liS ~ItA~1'1 5l. WI N 272HR ~OUTIt AVI. 70(~)11 hS57(l1' X
t t9t ItA~RISON CR05S~OAO lP
GRIGORY 5. & IINNlff R B. GUNN RI IIlSVII I E NC 2732C sOUTIt AVE. 70001166308;'
IAsON C. REYNOIIlS t 706 MARYI ANIl AVINUE If)fN ,NC .\,\ARYI ANIl AVINUE 7000.1177.3181
151 Ml RRIGOllJ RO. RUOSVlllE Nt
IIISIO B. & IUANIT A B. Mli'Don 27320 SOUTH AVE. 709011f,6408f
ROBBIE R. & SHIRL LY H. IRIIMAt-. 1305 MEADOW RD. WIN 27288 DflAWARE ST. 700011 (,6422
AUIlIE !.IAND 797 CHUMNIY I I' RD. EDIN 27288 DflAWARE ST. 70001166521,
1191 HAR~ISON C~OSS~OAO lP
GRIGORY S. & JINNlflR B. GUNN RflDSVlI1 E NC 2732C SOUTH AVE. 70001166308;'
Cf'nfr,lIOutf,lll ~"'~ll Y OVI ~BY 1428 W. IlllA\VA~l AVE 7(l\j()116h1241 X
HARBOR IN &
IOHN H. & ARDfll STOVAll 521 lORD ST. flJIN, 27288 WOODROW 70'lO16947751
RICKY & IlIlABETH HINDRICKS 1828 WOODROW AVE., WIN, 272M 70901694486'
IIIlABETH WHITH & PAUL IONES (,8 OUESlNBERRY RD" Ef)fN, 27288 fill DCRlsT AVE 700016940291
f.1,tf'rn Outf.lll ~OBIN A. KNIGH I l'lOJ SCOTT Sl.IDI N, 27288 IIf[DCRIST AVL 70901694114
709016840006,
IOHN R. & ElAINE BURCHETT 503 lONG ST. WEN, 27288 700016737874
~ONAlll l. & BONNIE fARCl' 426 OVI RBY ST. EDEN, 27288 70001674733
MUS ARTUCH OHN50N 361 LAKE 51. WEN, NC 27288 OVE RBY 5T. 70901674619
980 B~OOKRIDGE DR., RIOGlWA Y,
IISA R. & Tf RRY W, DOYl E VA,24148 OVIRBY ST. (lS 1051 70001674523'
~ONAlll l. & IINDA S. I ARGIS 413 OBE~IlY 5T, I DEN 27288 70901574444
5' ACY II VIA PRICE 438 lAKE 51.EDlN 27288 7090157424S{
IlRI NIlA MOORE I'RICE 4341AKE 5T. EDLN 27288 70901574255'
\\lCHAfl T. & IISIA E. ED\VARIl~ 1'0 BOX 4743 I III N 27289 lAKf 5T~lfT 70901564971l
II E HtACY lttOMAS SR 4191AKE 5T.IIlIN 27288 70QOl17S003:
NORA R. AmdN5 J 14 RIO,~I.~N 51. WIN 272118 70(K)117301 J{ X
KINNETH RAYSfARO JJOC!NTlR51.11lIN 27288 70~)015645qOl
lIE ~OY GAMMON 2053 Mill AVEI III N 27288 701)0116582(,(
IAMI5 CliNTON AL5TOt-. 126S.C!NTlR5T. JiliN 27288 709011656121
IAMI5 ARTHUR OtiNSON 3611AKl51.1IJIN,NC27288 70()Ol16584<J<
Ilff R. &CATHERINE GARREll 1451 RHODI5 RD, I DIN NC 27288 70~)0116SS44~'
DE NI5E M. III NNY J18 S. C! Nlf R 5T. IIlI N 27288 709011(JSS531
4100 LUtltl, KU, IVAL~lKIU\VN NL
D;m Rivrr \Vrqrrn Otrl(l!l CE NL L. PACK 27051 CENTfR 5T. 709011655601

Attachment D - Stream Impact UTM Coordinates

UTM UTM Length of Average Width Attached
Stream Impact Type of Impact Longitude Latitude Impact Stream Name of Stream Perennial or Site Plan
Site Number (ft) Before Impact (ft) Intermittent? Sheet #
1 Stablization 613479.8590 4040993.2202 12 Unnamed Tributary 6 Intermittent C16
2 Stablization 613717.3997 4040933.3058 12 Unnamed Tributary 6 Intermittent C18
3 Stablization 613800.2508 4040982.0158 12 Unnamed Tributary 8 Intermittent C22
4 Stablization 613899.5496 4040724.8772 12 Unnamed Tributary 9 Intermittent C13
5 Culvert 617180.4560 4041319.1982 12 Unnamed Tributary 8 Intermittent C32
6 Culvert 617374.1615 4041050.3223 12 Unnamed Tributary 12 Intermittent C33
7 Culvert 617533.0475 4040987.7263 12 Unnamed Tributary 5 Intermittent C35
8 Culvert 617514.6825 4041271.1872 12 Unnamed Tributary 7.5 Intermittent C46
9 Culvert 617418.5373 4041752.1974 12 Unnamed Tributary 3 Intermittent C45
10 Stablization 617892.4482 4041011.5808 12 Unnamed Tributary 11 Perennial C38

c..G Men t
5hee+ a eDc.b~hl:w) (OI.At'lty 50ib

'""
I, '

~G.trvey

BENny

CQUNTY

.,
!

Pt

AyC

N

o

I
SCALE 124 000

I
2 KlcQr.1ETERS

2 MILES
]

I

I

ley map was complied by the U.S. Department of Agriculture.
'allon Service. and cooperating agenCies. Base maps are
.aphs prepared by tile US Department 01 ttle Inl0nor. Geological
1 1977 aerial photoqraptw Coord,ndW arid ticks and land

1 34
~ t-----{
1---1

1/2
~
00

1/4
t=f'G

o

Attachment F - Stream Classification

Location 10 Name of Waterbody Stream Waterbody
on Map Waterbody County River Basin Index Classification
1 Unnamed Tributary Rockingham Roanoke
2 Unnamed Tributary Rockinqham Roanoke
3 Unnamed Tributary Rockinqham Roanoke
4 Unnamed Tributary Rockinqham Roanoke
5 Unnamed Tributary Rockingham Roanoke
6 Covenant Branch Rockinqham Roanoke 22-44 C
7 Unnamed Tributary Rockinqham Roanoke
8 Unnamed Tributary Rockinqham Roanoke
9 Unnamed Tributary Rockinqham Roanoke
10 Unnamed Tributary Rockingham Roanoke
11 Unnamed Tributary Rockinqham Roanoke
12 Unnamed Tributary Rockinqham Roanoke
13 Unnamed Tributary Rockinqham Roanoke

Attachment G - Conditions of Certification

The following applies to all relevant Conditions of Certification as established in
WQC #3374.

1) The proposed activities do not comply with all conditions of the certification,
which is why a written concurrence is sought.
2) Please find the proper fee enclosed
3) The project impacts less than 150 linear feet of stream, negating the need for
mitigation.
4) The construction corridor passes within 10' of the stream on several
occasions. Proper erosion control has been provided, and the corridor will
be re-seeded after construction to prevent post-construction runoff.
5) There are some stream crossings that are too wide to be crossed with only
one section of pipe. However, concrete encasement is being provided to
prevent any seepage from pipe joints.
6) The project is not within the Tar-Pamlico, Catawba, Neuse or Randleman
watersheds.
7) Measures will be taken to prevent live or fresh concrete from coming in to
contact with stream waters.
8) No herbicides will be applied to this project.
9) Rip-Rap will only be applied to areas directly affected by installation of the
sewer line. No extraneous pipe will be installed.
1 O)An erosion and sediment control plan has been submitted.
l1)AII sediment and erosion control measures placed in the waters will be
removed at the end of the project.
12) No species will be planted.
13) No fertilizers will be used.
14)The construction corridor does not exceed 40' at any point in the project.
15) The permanent easement exceeds 10' of total width. 10' of total width is too
small for the City of Eden to maintain the line, and would not prevent tree
roots and other concerns from entering the permanent easement. The entire
project will be re-seeded after construction to offset any runoff issues.
16)The project is crossing no wetland areas.
17)There will be no change in pre-construction stream contours.
18) No environmental document is required.
19)The project is not in a coastal county.
20)There is no compensatory mitigation required.
21 )There is no compensatory mitigation required.
22)AII other relevant state and local permits will be acquired.