19970582 Ver 1_Complete File_19970703

J
U.S. ARMY F ENGINEERS
RICT
WILMING
?§11
Action ID. 199700946 & 199708135 County Guilford
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner/Agent Carroll Investment Properties. Inc.
Address Post Office Box 9846, Greensboro, North Carolina 27429
Telephone No. 910 274-8531
Size and Location of project (waterway, road name/number, town, etc.) Carroll Investment
Properties' proposed Wynmere Subdivision located off of South Elm-Eugene Street, adjacent to
an unnamed above headwaters tributary of South Buffalo Creek, near Vandalia, in Guilford
County. North Carolina.
Description of Activity
Proposed Wynmere Subdivision development that includes the drain and fill of an small pond
that result in approximately 1.0 acres of impacts to the jurisdictional waters of an unnamed above
headwaters tributary of South Buffalo Creek. Also the project includes the relocation of 450
linear feet of the referenced unnamed above headwaters tributary. Lastly the project includes a
proposed sewer outfall project tie with existing city outfall resulting in approximately 0.05 acre
of impacts to the jurisdictional waters of the referenced unnamed above headwaters tributary of
South Buffalo Creek.
X_Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Section 404 and Section 10.
NWP 26 & NWP 12 Nationwide Permit Number.
Any violation of the conditions of the Regional General or Nationwide Permit referenced above
may subject the permittee to a stop work order, a restoration order, and/or appropriate legal
action.
This Department of the Army Regional General/Nationwide Permit verification does not relieve
the undersigned permittee of the responsibility to obtain any other required Federal, State, or
local approvals/permits. The permittee may need to contact appropriate State and local agencies
before beginning work. / I
Regulatory Project Manager Signature \ h rU-V r4-
Date _ August 12, 1997 Expiratio Date February 11, 1999
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
III
W",
August 12, 1997
SUTTON-KENNERLY & ASSOCIATES • CONSULTING ENGINEERS
300 POMONA DRIVE PHONE [phone]
GREENSBORO, NORTH CAROLINA 27407-1604 FAX [phone]
Dept. of Environment, Health and Natural Resources (D.E.H.N.R.)
Division of Environmental Management (D.E.M.)
4401 Reedy Creek Road
Environment Sciences Building
Raleigh, North Carolina 27607
Attention: Mr. John Dorney
Reference: Vivian Lane Outfall - Wynnmere Development, Phase I
Guilford County, North Carolina
SKA Job No. 96-0182S
Dear John:
pvG 1 nti oeos
Enclosed is additional information which Jenny Rankin had requested on this project.
I have attached a sketch of the cross section for the proposed relocation of the existing creek.
The new channel may be excavated beginning with the low end of the channel and digging in an
uphill direction. The existing channel would not be released into the new channel until the
proposed channel had been stabilized to help prevent erosion. The new channel would be
stabilized in accordance with D.E.H.N.R. stream relocation/channelization guidelines. Rip-rap
would only be used in areas of high velocity (i.e. greater than 2 f.p.s.). Branch tree cuttings
would be spaced along the new channel.
The existing creek channel that is to be relocated is approximately 475 feet long. The proposed
channel that is to be constructed is approximately 500 feet long.
A field review by John Thomas of the U.S. Army Corps of Engineers indicated that the wetland
delineation of this creek is contained within the banks of the creek.
Should you have any questions or if you require additional information, please do not hesitate to
call.
Sincerely,
SUTTON-KENNERL & ASSOCIATES
V I
KelAE.Ha es, P.E.
Director of Civil Engineering
cc: Jenny Rankin
Al Leonard

Project Y??JME R-? No.
OC.
SUTTON-KENNERLY & ASS
CONSULTING ENGINEERS Subject
Design By _ Checked By
Date Ci - t2 _ 011 Sheet No.
ffF-0ff0sea) 6>?66K- 6IAArJNEL-
4 -r. e-,>.

DEM ID: 9 70 6" CORPS ACTION ID: 1?q ? o n? q (o
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): 26
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME: CARROLL.INVESTMENT PROPERTIES, INC.
2. MAILING ADDRESS: P-0. BOX 9846
SUBDIVISION NAME: WYNNMERE
CITY: GREENSBORO
STATE: N.C. ZIP CODE: 27429
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
SOUTH ELM-EUGENE STREET, GREENSBORO, N.C.
3- TELEPHONE NUMBER (HOME):
(WORK): 910-274-8531
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGPAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: GUILFORD
NEAREST TOWN OR CITY: GREENSBORO
1

NUMBERS, LANDMARKS, ETC.):
PECIFIC LOCATION (INCLUDE ROAD
6. IMPACTED OR NEAREST STREAM/RIVER: SOUTH BUFFALO CREEK
RIVER BASIN: CAPE FEAR RIVER BASIN
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES [ ] NO KX] IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO DM
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [X] IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION): NONE KNOWN
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [X] IF YES, DESCRIBE ANTICIPATED WORK:
NONE KNOWN AT THIS TIME
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 76.01
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
t 1.25
2

10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: ± 1.0 EXCAVATION:
FLOODING:
DRAINAGE:
OTHER:
TOTAL ACRES TO BE IMPACTED:
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION) :
LENGTH BEFORE: ± 450 FT AFTER: 500 FT
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER:
AVERAGE DEPTH BEFORE: FT AFTER: FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: XX PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND? NOT APPLICABLE
WHAT IS THE EXPECTED POND SURFACE AREA? NOT APPLICABLE
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY) : LOT GRADING WATER SEWER DRAINAGE, CURB & GUTTER, PAVEMENT AND UTILITIES
EARTHMOVING PANS, BULLDOZERS, TRACK BACKHOES, ETC.
13. PURPOSE OF PROPOSED WORK: RESIDENTIAL HOUSING SUBDIVISION
3
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS): LIMITED FRONTAGE ON SOUTH ELM-EUGENE STREET RELATIVE TO THE POND
S THE IMPACTS TO PROVIDE STREET CONSTRUCTION INTO THE PROPERTY
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR
PROPOSED FOR LISTING ENDANGERED OR THREATENED SP ?..
IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSEDRPROJETT. DATEITAT
CONTACTED:
FROM THESE AGENCIES.) (ATTACH RESPONSES
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC r,;--
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED:
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES [] NO M (IF NO, GO TO 18)
a• IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
POLICY ACT?
YES [ ] NO [ ]
b• IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [ ] NO f]
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION,
NORTH CAROLINA 27603-8003, TELEPHONE (91116 EST
9) 733-636gES STREET, RALEIGH,
4
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE 3F EXCA7i ATE;D OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26,
29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1
INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
RURAL RESIDENTIAL
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
PROPOSED PUBLIC SANITARY SEWER
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
OWNER'S/ GENT'S SIGNATURE

DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
5
. .. LOTS HATCHED SHALL MEET
RS-7 REQUIREMENTS.
RS-9 ZONING
REQUIREMENTS
LOTS 13-710.119.119
;i SIZE - 9,000 S.F.
WIDTH
INTERIOR LOT - 60'
CORNER LOT - 75'
'FET FRONTAGE
='EET SETBACK
;CAL. SUBCOLLECTOR, - 30/55
•LLECTOR-FRONT
CAL, SUBCOLLECTOR, - 15/40
LLEC TOR-SIDE
JOR THOROUGHFARE - 50/95
.RIOR SETBACKS
SIDE YARD - 5'
REAR YARD - 25'
:LDING HEIGHT
:.DING COVERAGE - 357.
ENGINEERS: SUTTON-KENNERLY & ASSOCIATES
300 POMONA DRIVE
GREENSBORO, NC 27407
910-855-0993
I
1TY EASEMENT
! 6-9-97 T.R.C. COMMENTS My
3-27-97 T.R.C. COMMENTS MV
V_4-16-97 T.R.C. COMMENTS MV
PRELIMINARY SUBDIVISION PLAN
SUMNER TOWNSHIP
1A
WYNNMERE
OWNER AND DEVELOPER
CARROLL CONSTRUCTION COMPANY
404-B N. EUGENE STREET
GREENSBORO, NC 27401
910-274-8531
GUILFORD COLIN
SUTTON-KENNERLY & ASSOCIATES
CONSULTING ENGINEERS
GREENSBORO, N.C. ASHEVILLE, N.(
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1 MILE S ROAD CLASSIFICATION
4000 5000 6000 7000 FEET Gt Heavy-duty Light-duty
1 KILOMETER
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AL 10 FEET r Interstate Route j U S Route
SEA LEVEL
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
AT400 -61 ?Orjv
?EHNR
August 19, 1997
Guilford County
DWQ Project # 970582
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Carroll Investment Properties, Inc.
P.O. Box 9846
Greensboro, NC 27429
Dear Sirs:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
material in 1.0 acres of waters for the purpose of constructing a residential subdivision at Wynnmere
Development, as you described in your application dated 2 July 1997. After reviewing your application,
we have decided that this fill is covered by General Water Quality Certification Number 3108. This
certification allows you to use Nationwide Permit Number 26 when it is issued by the Corps of Engineers.
In addition, you should get any other federal, state or local permits before you go ahead with your project
including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and
Water Supply Watershed regulations. This approval will expire when the accompanying 404 or CAMA
permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except
as modified below. If you change your project, you must notify us and you may be required to send us a
new application. 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) (6) and (7). For this approval to be
valid, you must follow the conditions listed in the attached certification and any additional conditions listed
below. Deed restrictions, conservation easements or similar mechanisms shall be placed in all lots with
remaining jurisdictional wetlands and waters to restrict future fill. These mechanisms shall be put in place
within 30 days of the date of this letter. A final plan describing the stream relocation shall be sent to DWQ
for written approval (see enclosed guidance). No wetland or water fill shall occur until written approval is
received for this plan.
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 Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. 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 John Dorney at 919-733-1786.
Sincerely,
ston Howard, Jr. P
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Feld Office
Winston-Salem DWQ Regional Office
Mr. John Domey
Central Files
Kelly Hayis; Sutton-Kennerly and Associates
970582.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled1l0% post consumer paper
State of Nortt l Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
August 4,
MEMORANDUM
A-
/VV
ED F= F=1
,
1995'
To: Water Quality un -visors
From: Steve Tedde
Subject: Stream Relocation/Channelization Guidelines
In 1993, several DE?VR staff met with DOT staff to develop
stream relocation/channelization guidelines. Comments from each
regional office were solicited on the draft guidelines. The
final guidelines were written in October 1993 and DOT
subsequently adopted them.
There are two categories of relocation. A minor relocation,
is defined as one that involves less than 100 total feet o .
stream relocation with no more than 50 feet of stream relocation 3
on one side of a structure. If more than a total of 100 feet or
greater than 50 feet on one side of a structure is to be
relocated, it As referred to as a standard relocation. Standard ;
relocations need to be coordinated with the Wildlife Resources
Commission but minor relocations do not unless the stream has a
r
HQW classification. The Guidelines are attached for your
i ?
information.
DEM wanted to be assured that the guidelines would worst '
before we apply them to all projects. It appears now that these
guidelines will be successful if properly implemented.
Therefore,. the guidelines for stream relocation/channelization
should be applied to all private and public projects that meet €
the condition in the paragraph above.effective immediately. r
Please make them available as appropriate. -`
Should you have any questions regarding the guidelines,
please contact Eric Galamb at [phone].
attachment
streamgd.mem
cc: David Foster
Fred Harris, WRC
Eric Galamb
P.O. Box 29535. Rdeigh. North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal opportuidy Affirmative Action Employer 50% recycled/ 10% post-consumer paper
.'Stream Relocation Guidelines
NOTE: These guidelines are for the piedmont and coastal regions. While these guidelines are similar to the trout
county requirements, they do not replace the existing process for trout counties. This'guidance is to be followed
prior to the permit process to facilitate that process and to minimize impacts
"Minor Relocations"
"Standard Relocations"
Applicable when:
- Lcss than 100 feet of total relocation is required at a
given crossing (from the end of the structure, inluding
headwalls), and no more than 50 feet is relocated on
any one side (upstream or downstream) .
Technical guidelines:
-Relocation should be similar to original channel in
Width
Deoth
Gradient
S ubstrate
-Bank vegetation should be re-established, but no
specific planting regime is required
Co-ordination with WRC field staff:
-No coordination is required unless in High Quality
Waters(fiQW), cortical habitat(as mapped by WRC),
or-at locations involving Federal/State listed species.
Treat these cases as "Standard Relocations".
Note: WRC coordination will be welcomed even on
"Minor"projects.
Applicable when:
- rrearer than 100 feet of total relocation. is required at
a given crossing (from the end of the structure inlud-
ing headwalls), or more than 50 feet is relocated on
anv one side (upstream or downstream)
Technical guidelines:
-Relocation should be similar to original channel in
Width
Deoth
Gradient
Substrate
For the following items, site specific requirements
will be determined through coordination with the
WRC field staff. These items will follow WRC's
established guidelines and will incorporate any
highway specific guidance jointly developed between
WRC, Hydraulics, and Roadside Environmental:
- Re-etablishment of bank vegetation with planting
regime required
- Meanders and habitat structures (root wads, wing
deflectors, etc.) approximating the original stream
Co-ordination with WRC field staff:
-Coordinate the relocation withthe appropriate WRC
district fisheries biologist
General Guidance: Minnimi e instream activities during peak spawning periods (April-June)
- Schedule instrearn activities during periods of low flow as much as possible
- Use vegetation to stabilize streambank vs. riprap to the maximum extent practicable
- Minimize use of fertilizer adjacent to stream
- Use native woody/shrub like species with small basal width within 25-50 ft. of the structure to reduc3 clog-
ging. Beyond that distance use native tree species. -
- It is preferred that bank vegetation be re-established prior to introducing flow into the channel.
- For reference utilize NC Wildlife Res. Comm. document "NC Stream Protection and Improvement Guide-
lines"
NOTE: Coordination with WRC on projects covered by nationwide permits (outside the 25 trout counties) is
voluntary. This is a proactive effort by NCDOT and WRC minimize habitat impacts from highway projects
and to facilitate communication and understanding at the field level.

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'
Streambank Stabilization and Planting Guidelines for Stream Restoration and Relocation :.
Division of Wale: Quality, Environmental Sciences Branch .'
January 27, 1997
Streams and rivers throughout N.C. have been Ion; been eroded and degradedby increesd flow from.
urbanization and channelization. With large amounts of impervious surfaces, erosion rates are higher and invasive
vesetation often takes over and disrupts the functions of these aquatic systems. Consequently, there is a !-mat
demand for projects related to stream restoration and relocations. The Division of Water Quality would prefer act to
have streams buried ( piped or cnive:td) since this eliminates aquatic life in the affected stretch of stream. Detailed
sueam relocation guidance is being develops by the N. C- Wildlife Resources Commission (WRC) staff. The
smaance in this handout will serve as an interim basis until the WRC guidelines are complete.
Streams restoration may occur as a result of compensatorymitigation or to enhance stream conditions.
Dez-add streams or rivers in need of restoration may have eroded stream banks, a lack of or poorly vegetated
riparian zones or may be severely incised or dowacut below the natural riverbed. Impacted streams may also be foil
of sediment. Restored streams have inc-- sed habitat resulting in more diverse macrobenthic, fish or wildlife
populations as well as enhanced rwreadoaal use. Often invasive non-nadve vegetation should be removed and
replaced with native vegetation which has been Drover to have effective root systerns for stabilization.
Streams are often relocated during construction processes. During this process, it is important to rnini-ire
impacts to water quality, wetlands and wildlife habitat. The main' goal of relocating stream channels is to match or
i=rove the original stream to a pre-disturbance configuration. Variables such as width, depth, gradient, substrate
and meanders should be similar or better than the original stream configuration. Efforts for stream relocation or
stabilization may attempt to alter the stream cross sectional area or volume. The Division of Water Quality (DWQ)
prefers that the relocated or affec•.d channel be designed to the original dimensions. Since most natural channels
form to carry the two year storm within the streambanks, this design frequency will normaily be the largest anprovd
by DWQ. River channels widened to carry a larger storm may be acceptable to DWQ if threats to structures and
roads are apparent. However, the DWQ believes that floodplains should be allowed to function as water storage and
pollutant removal and that flooding in these floodplains should be recognized as a natural, acceptable phenomenon.
The opportunity exists in stream relocations to improve upon a stream that may have been altered by channelization
or development. Meanders in streams should be duplicated or created (if absent) so that the stream has sinuous
channels and pool to rife sequences should be established for piedmont and mountain streams. It is important to
have a variety of conditions from fast, shallow riffle areas to deeper, slower pool areas and an assorted load of
substrate which is naturally distributed in flowing streams. Pool to riffle sequences should be spaced at 5 to 7 times
the channel width. Pools are gene.-ally two times deeper than riffle areas. When possible, the substrate from the
original channel should be collected and reused at the new site. Sinuosity or windiness is measured as the thalweg
distance(deepest part of a stream such as during low flow conditions) divided by the straight line distance (as a crow
would fly) over a stretch of stream. If the goal for the new stream is to move material, sinuosity should be decreased
A program (XSPRO) is available to calculate shear stress to determine which size particles can be moved depending
t
t
on velociry,'sinuosity and the slooe of the stream bed -
The new channel should be comDIetely stabilized before water is. introduced into the new channel: Afte;
stream reconstruction is complete, the stream channel should be sinuous, the bank should be stable and the stream
should have a dec eased sediment load and a matched or increased value of biological diversity and aesthetics.
Currently there are many differeat types of bioen;_neering techniques available for streambarilk stabilization
whereas in the past, riprap was thought to be the answer to stabilization needs. The widespread use of riorap is
undesirable because it causes an increase in velocity and volume of water to downstream areas, creating erosion,
sedimentation and flooding downstream. Riprap also does not provide suitable habitat as does natural rock
substrate. I?Tatural rock has more of the small crevices and a diverse mixture or rock sizes in streams create
variations in flow hence more niches, so macrobeathic diversity is higher when natural substrate is present. There
are also problems with mowing or maintaining the aesthetics of rip rapped banks. During riprapping, trees along
river banks are removed which eliminates shading and increases water temperatures. The loss of organic mater
from streams (the absence of leaf litter, logs, branches) is also a negative factor associated with riprapping.
In areas of hi:i flow, such as outside curves of meanders or in severely eroded stitches, riprapping may be
necessary to prevent scour and undercutting of banks. In these situations, riprap should be extended into the channel
bank toe of the slope for a few fee: to bar'K full height. Bank full is considered to be the highest point that the :date:
level typically reaches on an average of every 1.2 years. Bank 5111 can sometimes be detected by sand deposits or a
change in vegetation.
Several new bioengineering techniques are available for streambank stabilization and are briefly mentioned
below. These methods in conjunction with native plantings can be used to produce aes-raedcally pleasing,
biologically diverse streams.
Root wads (along with 6-8 feet of tree trunk) from hardwood trees
have been used by the WRC in various projects for stabilization. These
structures are useful in areas that have high velocity, but bank height must
be at least 4 ft. Root wads are installed into the eroding bank and are
anchored with rebar or boulders. By the time the root wads rot out, native
vegetation is replaced. Tag alder and buttonbusd are frequently used as
plantings among the root wads.
Brush layering consists of laying willow cuttings (several feet-M:
length) horizonatally, with the branch tips toward the stream and rooting
end away from the stream Soil is piled on top of the cuttings and several
more layers are installed When installed during a dormant period (winter
or fall), growth new growth should be apparent the following spring. This
is a good method to use in areas of high waters.
A-jags are a new tool which were used in the Rocky Branch
restoration demonstration (NCSU) and were placed in the outside curves of
the eroded stream bank. A -jacks are 6-legged concrete structures which
interlock and can be stacked as a pyramid. A -jacks are used in combination
with coconut husk fixers which are soaked and compressed and made into
logs. These logs are used at the toe of the slopes and are placed so that they

?- ?
? , •? Tom.
x:
t
. L
%
overlap the Ajacks. Plants chabe planted directly into these logs and they `7=--=- - v
will biodegrade in 5-7 years after which plants have stabilized the area _ '•--
Used in this manner, A -jacks are much more stable than rip-rao.
%
s.?..
Lunkers are another stabilization device which are elongated bench-; . r ( a I
like structures that are open on 3 sides allowing waters to flow-through 1 ;
them, while also providing fish habitat- They can be made of recyclable _ I'.
material or of oak.
Riprap may be used when necessary to protect the outer toe of
meanders. Rip rap should be placed on the outside curves from the toe to - ''r
bank fullheight. Bank full is considered to be the highest point that the
water level typically reaches on a yearly average. Bank full can sometimes
-tar
be detected by sand deposits or a change in vegetation.
Rock joint plantings consist of insetting live stakes of plants betwmn g.
riprap. Plants growing among the rocks will help to stabilize the area and 'g
slow the flow of water.
J, -

Vegetative plantings
The use of native vegetation is desirable since native species are non-invasive and they reduce velocity, protect
banks from scour and have root systems which create bank support Vegetation also contributes organic mars and
provides shade to protect aquatic life. Shading helps reduce water temperatures and enables higher levels of
dissolved oxygen to be held in water.
In addition to establishing ban:` vegetation for shading, plantings should be placed on the erosional si& (or
outside curve) of seams where veiociry is ;rarest. Vegetative plantings dissipate erosive forces and hold sediment
in place. Plants most effective for bank stabilization have deep roots, low growth forms, dense branching patte.-ns
and are resilient under pressure such as flooding. It is desirable to have at least a 25 foot width of bank vepation
where feasible.
When replanting of banks is required, there should initially be 400 trees per acre with a total of 320 aster 3
years (8017a survival rate). Trees planted should be large enough (several feet in height) to ensure that they won't be
scoured away during adverse weather.
The following is list of desirable plants for seambank stabilization:
Plants Commonly Used for Streambank Stabilization or Bioengineering Technioues
;Common:namc - Bb .namEM •-• ,. -X rommeats. ^• t ?.s `r
Woody Wants
River birch (ut)= bank) Betula nizra I Grows well on upoer bank areas'
Green ash Frarinus Dennsti•lvanica Grows 50 to Win height.
Silky dogwood (lower
baak-) Comus amomum Great wetland planting potential - stick in the
ground and it grows.
Hazel-nut Corylus americana I Although not a wedand plant, does well in
wetland situations.
Tag alder Alnus serrulara WideIv used, low rowing.
Pawpaw Asimina triloba Understorv shrub - can get un to 15 or 20' tall.
Elderberry Sambucrs canadensis Grows easily, dies back every winter.
Buttonbush Cevhalanthus occidentalis Grows well in water, small shrub
Black willow (lower bank) Saliz nigra ( Good at becoming established, will root easily,
pod lateral root growth for stabilization.
Beauty berry Callicarpa americana Naturalized species, 3-4' tall Will grow in .
moist bank, may be hard to find in nursery.

Herbaceous plants
yWmmoIItn2.me'.rF????
? Ott3IllllCalmame ?•? w?.-._.
Duck potato or Arrowhead I
- Sagirtaria larifolia or I
Sagirtaria sob. = Grows effectively in wetter_ areas: Gobd .. •:
stabilization potential..
Arrow arum Peltan&a virvnica Similar to duck ootat.o.
Pickerel weed I Pontederia cordata Can be used in deeper waters and as seam
edse species.
Rose mallow I Hibiscus moscheutos Can be used on banks where you don't want
tall vezetation.
Blue flan iris Iris viroinica Showv iris flower. Mav be lazes divided.
Sedses. Rushes Carex svo. Juncus sno Can withstand some inundation....

* Alnus and Myrica are able to fix Milro-aen atmospherically. High levels of N have been found in Alnus where
leaves of Alnus have had 4 times the nitro;en as those of other deciduous trees.
.4
MEMORANDUM PRINT NAMES:
Reviewer: R(-wbn itluille.
TO : JOHN DORNEY WQ SUPV.:
ENVIRONMENTAL SCIENCES BRANCH DATE:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
***EACH ITEM MUST BE ANSWERED (USE N/A FOR NOT APPLICABLE) ***
PERMIT YR: 97 PERMIT NO: 0000582 COUNTY: GUILFORD
APPLICANT NAME: WYNNMERE DEVELOPMENT PHASE I
PROJECT TYPE: SUBDIVISION PERMIT TYPE: NW26
COE #: DOT #:
RCD_FROM_CDA: APP DATE FRM CDA: 07/03/97
REG OFFICE: WSRO
RIVER AND SUB BASIN J: 0306 STR INDEX N0: 16-11-14-2
STREAM
CLASS: C
- t%
e?)
?
WL_IMPACT? : ?N WL?TYPE: Utrearn ??P
f'?
WL_REQUESTED: tN/A WL_ACR_EST? : Y? J
WL_.SCOREM : 23.Oo WATER IMPACTED BY FILL? : (?/N ? s
MITIGATION?: Y 6 MITIGATION-TYPE: N/r\
MITIGATION.-SI ZE:N/A DID YOU REQUEST MORE INFO?: ?N
IS WETLAND RATING SHEET ATTACHED?:K-YYN
HAVE PROJECT CHANGES/CONDITIONS BEEN DIS CUSSED WITH APPLICANT?:CY?'N
RECOMMENDATION (Circle One): ISSUE ISSUE/CON DENY
COMMENTS:
_C Rona to be- filled has the -?ollourirya wetlw,)d cx-,ca --
0. 58 acres with ?a 50' of 5I7eom -,,no 0,3'9 acres 50'-15o'
(rOm sh m_ A5 Ionq as C? L conditions afe Followed nn
mi hgwhon ne-eded .
QCAO?\ l5 on sneaVVN '- ocahon ore_ needed -- o, cross
SCLtiona CLY-M OF r4?-IoeC?JQC? SffeCk-m, Whe?? ?II?? GC
yQq ?t?, ?io?l w i l \ ?e used , CjC- They-c w 0l U e- 5cnt
Iv Thal 6 Q h as soon (a S -?h e? (IfC CC RI D l et e6 .
CC: Regional Office
Central Files
Project name wuY)A )ere ?)eVelopMcylt ?)County. Gu i I Ll Wetland area
???
Name of evaluator
Wetland type (select one)*

h/n I1i?
ev 0
fZI Bottomland hardwood forest ? Pine savanna El Bog forest
? Headwater forest ? Freshwater marsh El Bog/fen
L3 Swamp forest
? Estuarine fringe forest

? Seep
CJ Wet flat ? Ephemeral wetland ? Other
? Pocosin El Carolina Bay
}
*The rating system cannot be applied to salt or brackish marshes or stream channels
x
weight
Water storage x 4.00 = t€< ';
'
Q
Bank/Shoreline stabilization x 4.00 = , :::...:........
`fl>< WetlandScc ;
Pollutant removal x 5.00 = ?<;„;
Wildlife habitat ?- x 2.00
Aquatic life value x 4.00
Recreation/Education
x 1.00 =
3:::;
;

* Add 1 point if in sensitive watershed and > 10% nonpoint disturbance within 1 /2 mile uUstream, upslope, or rad:-s

hase S Nearest road _5o0h E I m- E ug the Sh eet
q(° acres Wetland width--I-M--L--fee.
SUTTON-KENNERLY & ASSOCIATES • CONSULTING ENGINEERS
300 POMONA DRIVE PHONE [phone]
GREENSBORO, NORTH CAROLINA 27407-1604 FAX [phone]
July 2, 1997
970582
Dept. of Environment, Health and Natural Resources (D.E.H.N.R.)
Division of Environmental Management (D.E.M)
4401 Reedy Creek Road
Environment Sciences Building 'QF
Raleigh, NC 27607 c
F????l?' cc?FO
Attn: Mr. John Domey 199,
Re: Wynnmere Development, Phase I
Guilford County, NC
SKA Job No. 96-0182S
Dear John:
Enclosed is the origina a , d a copy of the pre-construction notification application for the Nationwide
Permit (#26) and seve- J Copies of the plan for the project. Please review this submittal for approval
as soon as possible.
Should you have any questions or if you require additional information, please do not hesitate to call.
Sincerely,
SU TON-KE RLY & ASSOCIATES
Kelly E. H yes, P. .
Director of Civil Engineering
KEH Jm
cc: Al Leonard

DEM ID:
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): 26 s?2f O
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE
21 CORPS OF ENGINEERS 9 7 0,5'48 2
APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND
FIELD OFFICE OF THE (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
CORPS CO ENGINEERS
(7) COPIES SHOULD BE SENT TO THE N.C. DI(SEE AG ADDRESSES ET).
VISIONEOFYENVIRONMENTALEMANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME: CARROLL.INVESTMENT PROPERTIES, INC.
2. MAILING ADDRESS: P.O. BOX 9846
SUBDIVISION NAME: WYNNMERE
CITY: GREENSBORO
STATE: N.C. ZIP CODE: 27429
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
SOUTH ELM-EUGENE STREET, GREENSBORO, N.C.
3• TELEPHONE NUMBER (NOME):
(WORK): 910-274-8531
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS
PHONE NUMBER:
T
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: GUILFORD
NEAREST TOWN OR CITY: GREENSBORO
1
• r h ' ? h
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: ± 1.0
FLOODING:
DRAINAGE:
EXCAVATION:
OTHER:
TOTAL ACRES TO BE IMPACTED:
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: ± 450 FT AFTER: ± 500 FT
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER:
AVERAGE DEPTH BEFORE: FT AFTER: FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: XX PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION:
OTHER:
CONSTRUCTION OF A DAM/FLOODING:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND? NOT APPLICABLE
WHAT IS THE EXPECTED POND SURFACE AREA? NOT APPLICABLE
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 1'1" DRAWINGS
ONLY): LOT GRADING. WATER SEWER, DRAINAGE CURB & GUTTER, PAVEMENT AND UTILITIES
EARTHMOVING PANS, BULLDOZERS, TRACK BACKHOES, ETC.
13. PURPOSE OF PROPOSED WORK: RESIDENTIAL HOUSING SUBDIVISION
3
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DICC.L T?,GE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26,
29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1
INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
RURAL RESIDENTIAL
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
PROPOSED PUBLIC SANITARY SEWER
q. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
OWNER'S/ GENT'S SIGNATURE
DATE
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ENGINEERS: SUTTON-KENNERLY & ASSOCIATES
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GREENSBORO, NC 27407
910-855-0993
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OWNER AND DEVELOPER
R.E. CARROLL CONSTRUCTION COMPANY
404-B N, EUGENE SiREEi
SUMNER TOWNSHIP GREENSBORO, NC 27401
st0-27a-853t GUILFORD COUNTY
SUTTON-KENNERLY
& ASSOCIATES
CONSULTING ENGINE ERS
GREENSBORO, N.C. ASHEVILL
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C LE 1 ? _ 100, DESIGNED BY
SHEET N0.
DATE 1-22-97 DRAWN BY
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PROJECT N0.

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STREETS : 7378 L.F.t NOTES : ? 100 D So 100 200 ?
W R/W DEDICATION ; 9.17 ACRESt 1. TAX MAP REFERENCES: ACL-9-631-624-PT. OF 3,4,6,7,8,16,17,24,28,33,
NEAREST FLOODWAY : 4700'( 44,45,52,54,58,60,64,70,71.
EnB, EnC, CcB, MhC2, EnD, WkD AC1-6-342-671-13,31,41,51,56,60. ?:
REIIMINARY SUBDIVISIQN PLAN AND IS NOT 2. TREYBROOKE VILLAGE DRIVE TO BE EXTENDED TO RANDLEMAN ROAD
AS A SURVEY OR TO TRANSFER ANY DURING PHASE 3 CONSTRUCTION. ? (IN FEET )
?HOWN HEREON, 1 inch = 100 ft.
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- - - ?? „w„ v? ?? w wvu.uu NUKM. CKUWN 250'
OLD TREYBROOKE DRIVE 2 40 mph 15'21'01" 1335.67' NORM.
CROWN
250'

OlD TREYBROOKE DRIVE 3 40 mph 10'32'06" 1626.98' NORM. CR WN
O
250'
OLD TREYBROOKE DRIVE 4 40 mph 31'49'00" 491.20' NORM.
CROWN
250'
OLD TREYBROOKE DRIVE 5 40 mph 39'41'00" 440.00' NORM. R
C OWN
250'
OLD 1REYBROOKE DRIVE 6 40 mph 89'15'57" 440.00' N RM
0 .CROWN
250'
OLD TREYBROOKE DRIVE 7 40 mph 68'53'00" 440.00' NORM. R
C OWN
250'
LaSALLE WAY 8 35 mph 22'28'01• 300.00' NORM. CROWN
200'
CROSSBRANCH CIRCLE 9 35 mph 96'28'03" 350.00' NORM. CROWN
200'
CROSSBRANCH DRIVE 10 35 mph 44'05'40" 325.00' NORM. CROWN
200'
PICKERING PLACE DRIVE 11 35 mph 1879'00" 350.00' NORM. CROWN
200'
BRENiLEN WAY 12 35 mph 06'35'00" 1564.84' NORM. CROWN
200'
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