20081845 Ver 1_More Info Received_20090121

tSBcME

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3718 Old Battleground Road
Greensboro, North Carolina 27410
Phone: [phone]
Fax: [phone]

LETTER OF TRANS MITT AL

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JAN 2 1 2009

Date:

1-19-09

Project Number:

1588-08-057

DEN\<', WF-.I:::\J~~~ BAANCM
~OS i>.NO S10R

From:

Melanie McKinney

To: Cyndi Karoly
NCDWQ 401 Wetlands Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604
[phone]

Copy to:

File

Subject:

18"\5
Additional Information for DWQ#08-1B48 - East of Eden Farms

Transmitted via
First Class I\Il
Mail ~

Overnight
Express

~

Hand D
Delivery

Other

Remarks:

Cyndi,

Please find attached S&ME's response to a request for additional information from the USACE
Raleigh office. The corresponding DWQ Project number is DWQ#08-1848. We are also
forwarding a copy of this submittal to Ms. Sue Homewood in the Winston-Salem Regional office
as well.

Thank you,
, ~ ytv
Melanie ,\

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January 19, 2009

United States Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587

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JAN 2 1 2009

Attention:

Mr. Andy Williams

OENR. WATERQUAUTY
WETLANDS AND STORMWAlER BRANCH

Reference: Response to Request for Additional Information
East of Eden Farms Dam Reconstruction
Rockingham County, North Carolina
Action ID No. SA W-2008-01068
S&ME Project No. 1588-08-057

Dear Mr. Williams:

S&ME, Inc. (S&ME) would like to submit additional information in response to your
letter received on January 13,2009 by S&ME via fax.

1. Attached is information from William E. Mitchell Associates regarding
estimated base flow and minimum flow release. The estimate for base flow
into the pond is less than one cfs and the pond has been designed to release all
flow continuously. No water will be impounded for use elsewhere. Any
additional flow will be carried through the emergency spillway which is
designed to carry up to 300 cfs.

2. As indicated on the plans under the "Construction Sequence" section, the
pond will be drained using a pump or siphon system at no more than a 1 foot
per day drawdown rate. The existing dam will be removed once the pond has
reached sufficient draw down and water will then be directed to a temporary
rock dam placed in the downstream channel. Flow will be maintained through
the pond's bottom after pond draining and the riser will be installed in the dry
(in an area that does not received direct flow from any channels that form in
the pond's bottom). It is also important to note that the existing dam does not
have a means of flow release other than water flowing over the dam. The
proposed dam will allow for continuous release of water downstream.

3. Attached are revised pages 6, 10, II, and 12 of the Pre-Construction
Notification along with a Revised Figure 7. The impact totals have been
changed to reflect 1.8 acres of temporary open water impacts.

S&ME. INC./3718 Old Battleground Road I Greensboro. NC 27410 I P 336.288.7180 f 336.288.8980 I www.smeinc.com

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Response to Request for Additional Information
East of Eden Farms Dam Reconstruction- Rockingham County, NC

S&ME Project No. 1588-08-057
January 19, 2009

4. The pond will be drained before the end of March 2009, during a time when
fish will not be spawning. This will reduce the likelihood of fish kills that
sometimes result in summer months from higher water temperatures. Slow
draining of the pond and allowing for flow during initial construction will
likely reduce the severity of any fish kills. East of Eden Farms, LLC is aware
that in the event of fish kills, the fish will need to be disposed or buried to
reduce odor and reduce the attraction of birds and other animals.

5. A copy of the construction plans broken into l1x17 and 8.5xl1 size format is
attached.

Please also note that Mr. Ed Wilson is no longer the appropriate contact person for this
project, and therefore we would like to request that any correspondence be mailed to the
attention of East of Eden Farms, LLC. A revised Page 6 of the PCN is attached,
reflecting this change.

CLOSING

By submittal of this letter we are responding to your request for additional information. If
I can provide any clarification or answer questions you may have, please feel free to
contact me at 336.288.7180.

Sincerely,
S&ME

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Melanie L. McKinney, L.S.S.
Natural Resources Project Manager .

Attachments: USACE Letter dated January 13, 2009
Estimated Base Flow Data from William E. Mitchell Associates
Revised PCN pages 6, 10-12
Revised Figure 7
Copy of Construction Drawings (llxl7 and 8.5xll)

cc: East of Eden Farms, LLC
Ms. Cyndi Karoly, NCDWQ

2

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Acti.on ID:

U.s. ARMY CORPS OF ENGINEERS
Wilmington Distr.ict
SA W .2008.01068 County: Rockilllwam

Incomplete Application Notification

Property
Owner Ed Wilson
651 Highland Drive
Address Eden. North Carolina 27288

Authorized
Agent Melanie McKinney
S&ME. Inc.
Address 3718 Old Battleground Road
Greensboro. North Carolina 27410
Telephone Number 336-288-7180

Telephone Number 336-342-8750

Location/Description of Proposed Activity: The site is located approximately 4500 feet north ofthe
Smith Road, Quarter Road ~ntersection in Rockingham County, North Carolina, and is identified as the East
of Eden Farms Dam. Reconstruction.

TypeOfPermitAppUedFor(checkone):IP( ) NWP#-1L(X) GP#_( )
Applicable law: Section 404 of the Clean 'Vater Act (X); Section 10, Rivers and Harbor Act ( )

YOUR AP.PLICATION/PRECONSTRUCTION NOTIFICATION IS INCOMPLETE AND
CANNOT BE .EVALUATED UNTIL THE FOLLOWING INFORMATION IS RECEIVED
(CHECK ALL THAT APPLY):

_Your application/pre-construction notification form has not been completed and/or signed (see remarks).
_Under the conditions of Nationwide Permit #_. you are required to submit an aquatic resource mitigation
plan. The required plan is either insufficient or has not been included with your notification (see remarks).
_Your application/pre-construction notification did not include information describing measures you have
implemented to avoid and minimize impacts to Waters of the United States.
_Your submitted project plans or maps were insufficient, too large~ or not legible (see remarks).
_ Y OUf application/pre-construction notification did not include a delineation of affected special aquatic sites,
including wetlands, vegetated shallows, and riffle and pool complexes as required.
_Your project is in a designated trout water county. Nationwide permit regional conditions require that a copy
of your application be submitted to the local NC Wildlife Resources Commission (WRC) for comment.
(Address: Western Piedmont Region Coordinator, 3855 Idlewild Road~ Kemersville" NC 27284-9180)
-.LOther (see remarks)

REM..ft_RKS: Please provide the following infonnation:
1. As discussed in the 03 October 2008 pre-application meeting, you need to provide information
regarding the minimum flow release downstream upon completion of the project. The flow release
amount must be coordinated with the North Carolina Division of Water Quality.
2. A discussion and description of how flow will be maintained dOVVTlstream during the draining of the
existing pond and construction of the proposed dam.
3. Corrected/updated impact totals. Your application indicates there will be 1.88 acres of temporary
wetland impacts. However, the delineation indicates that much of the area where the temporary
impacts are proposed, are actually open waters. Please clarify these impacts.
4. A detailed discussion regarding methods and measures for fish management when the pond is
drained.

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5. A set of construction plans that are 11 x17 or smaller. If necessary, you may use match sheets to
provide the req\.lired details.

If you do not submit the requested information with.in 30 days from the date of this letter, your
application will be withdrawn. If you have any questions regarding the Co.rps of Engineers
regulatory program, please contact Andrew Williams
attelephone number [phone] extension 26

Project Manager Signature An4>> tJ~

Date /3' ..:.r../lN4/trj ;;>O~ 'f

cc: Sue Homewood
North Carolina Department of Environment and Natural Resources
Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107

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Data from William E. Mitchell Associates

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WILLIAM E. MITCHELL ASSOCIATES
CIVIL ENGINEERS, LAND PLANNERS & SURVEYORS

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GREENSBORO, NORTH CAROLINA 27455 .

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EXPLANATION

si te_

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ta ion number ,il),)q~le 4 or
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Continuous- record station not significantly affected by
regulation or diversion.
Dota listed by station number In table 2 or 3.

---- /.5-- Line of equal overage discharge, in cfs m (cubic feet per second
per square mile). Contour interval 0./ cfsm (after Hubbard).

Droinage basin for site number 822.02 J Little Sa pony near
Nashville J and /338.41, Raft Swamp near Dundarrach.
Illustrative problem in text.

See plate 3 for insets.

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Note: Some sites are located on streams too small
to appear on the map.

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Base from U. S. Geological Survey
State base map

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PLATE 2 -- MAP SHOW1~G
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LOW-FLOW MEASUREMENTS OF NORTH CAROLINA STREAMS

by Woodrow L. Yonts

ABSTRACT

This report lists the results of more than 7,500 low-flow measurements
made prior to January 1, 1969, at about 2,250 sites on streams in North Caro-
lina. Location data are also given. The graphical correlation techniques and
methods to determine low-flow characteristics for the low-flow site using the
simultaneous low flow at continuous-record gaging stations (index stations),
are described and illustrated. The average discharge and the annual minimum
7-day averages that may be expected to recur at 2-, 10-, and 20-year intervals
are listed for 87 continuous-record gaging stations that can be used as index
stations.

Maps showing lines of equal average streamflow enables the determination
of the average flow for any stream site in North Carolina.

INTRODUCTION

Data on the flow of streams is prerequisite to the design of reservoirs
and other water-supply, water-control, and quality control facilities. As the
State's population and economy have grown, the need for streamflow data has
increased.

The U.S. Geological Survey started collecting data on the flow of streams
in North Carolina about 1895. For many years the principal emphasis was on the
collection of continuous records of stredmflow.

With the expanding development of the State in the 1940's and 1950's there
was an accompanying need for additional data on a larger number of streams.
Therefore, new programs were undertaken to measure flows at stream sites at
which. continuoug~record stati.ons were not being operated. Measurements of
flow made at these stream sites. are commonly referred to as miscellaneous

1

Revised peN Pages 6,10-12
Revised Figure 7

Office Use Only:
05

F011l1 Version March

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

I. Processing

1. Check all of the approval(s) requested for this project:
[Z] Section 404 Permit D Riparian or Watershed Buffer Rules
D Section 10 Permit D Isolated Wetland Permit from DWQ
D 40 I Water Quality Certification D Express 401 Water Quality Certification

2. Nationwide, Regional or General Pern1it Number(s) Requested: NWP 18

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

4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is
proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete
section VIII, and check here: 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:
DN/A

I. Ownerl Applicant Information
Name: East of Eden Farms, LLC
605 Woodland Drive
Greensboro, North Carolina 27408
Telephone Number: 336.342.8750
Fax Number: unknown
Email Address:[e-mail]

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JAN 2 1 2009
WETLAN DENR. WATER QUALITY
DSAND STORMwATER BRANCH

II.

Applicant Information

2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization
letter must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Melanie McKinney
Company Affiliation: S&ME, Inc.
Mailing Address: 3718 Old Battleground Road
Greensboro, North Carolina 27410
Telephone Number: 336.288.7180 Fax Number: 336.288.8980
E-mail Address:[e-mail]

Page 6 of 17

Central Office), Ms. Melanie McKinney (S&ME) and Mr. Connel Ware (S&ME)
were in attendance.

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.

It is not anticipated that East of Eden Farms, LLC will require future 404/401 permits
from the USACE nor DWQ. No development is planned for this property.

VI. Proposed Impacts to Waters of the United States/Waters of the State

It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must
be listed separately in the tables below (e.g., culvert installation should be listed separately
from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed
impacts, permanent and temporary, must be listed, and must be labeled and clearly
identifiable on an accompanying site plan. All wetlands and waters, and all streams
(intermittent and perennial) should be shown on a delineation map, whether or not impacts
are proposed to these systems. Wetland and stream evaluation and delineation forms
should be included as appropriate. Photographs may be included at the applicant's
discretion. If this proposed impact is strictly for wetland or stream mitigation, list and
describe the impact in Section VIII below. If additional space is needed for listing or
description, please attach a separate sheet.

1. Provide a written description of the proposed impacts:

Approximately 0.04 acres of permanent wetland impacts are planned for this
project in association with construction of the new dam and excavation of upland
areas to extend the outer edge of the pond. Approximately 1.88 acres of
temporary open water impacts may occur in the event that heavy equipment is
needed for removal of trees that are cut from the pond bottom.

Approximately 111 linear feet of permanent stream impacts are proposed for this
project in association with construction of the new dam. Approximately 45 linear
feet of temporary stream impacts are planned due to the installation of temporary
best management practice devices during draining of the pond.

2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For
dams, separately list impacts due to both structure and flooding.

Page 10 of 17

TOTAL: 0.037 acres of permanent impacts

Located
Wetland Impact Type of Type of Wetland within Distance to Area of
Site Number (e.g., forested, marsh, IOO-year Nearest Stream Impact (acres)
(indicate on map) Impact herbaceous, bog, etc.) Floodplain (linear feet)
(yes/no)
Wetland Impact A Fill Pond bottom & No 75 ft. 0.003
W ctland Impact B Fill Pond bottom No 50 ft. 0.005
Wetland Impact C Fill Pond bottom No 50 ft. 0.009
Wetland Impact D Flooding Emergent wetlands No >200 ft. 0.01
Wetland Impact E Flooding Emergent wetlands No >200 ft. 0.01
Total Wetland Impact (acre) 0.037 ac

3. List the total acreage (estimated) of all existing wetlands on the property: 4.7 acres of
open water, 0.97 acres of directly abutting wetlands, and 262 linear feet of stream
was delineated within the project area. This does not include all wetlands on the
subject property.

4. Individually list all intermittent and perennial stream impacts. Be sure to identify
temporary impacts. Stream impacts include, but are not limited to placement of fill or
culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement
walls, rip-rap, crib walls, gabions, etc.), excavation, ditchinglstraightening, etc. If
stream relocation is proposed, plans and profiles showing the linear footprint for both
the original and relocated streams must be included. To calculate acreage, multiply
length X width, then divide by 43,560.

Page II of 17

Average Impact
Stream Impact Type of Perennial or Stream Length Area of Impact
Number Stream Name Width
(indicate on map) Impact Intermittent? Before (linear (acres)
Impact feet)
Stream Impact A UT Paw Paw Pipe Intermittent 13 0.0009
Creek 3 ft.
Stream Impact B UT Paw Paw Fill Intermittent 9 0.0008
Creek 4 ft.
Stream Impact C UT Paw Paw Fill Perennial 89 0.012
Creek 6 ft.
Temp. Stream UT Paw Paw Rock Perennial 45 0.006
Impact Creek check 6 ft.
Total Stream Impact (by length and acreage) 156 If 0.02 ac

TOTAL: 111 I.f. of permanent impacts and 45 I. f. of temporary impacts

5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds,
Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are
not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc.

Open Water Impact Name of Type of Waterbody Area of
Site Number Waterbody Type of Impact (lake, pond, estuary, sound, Impact (acres)
(indicate on map) (if applicable) bay, ocean, etc.)
Open Water Equipment Temporary Pond 0.78 ac
Impact A access (pond bottom)
Open Water Equipment Temporary Pond 1.1 ac
Impact B access (pond bottom)

TOTAL: 1.8 ac of open water temporary impacts

6. List tl

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1e cumu atlve impact to a aters 0 t 1e . resu tmg rom t 1e prolect:
Stream Impact (acres): 0.02 ac
Wetland Impact (acres): 0.037 ac
Open Water Impact (acres): 1.8 ac
Total Impact to Waters of the U.S. (acres) 1.94 ac
Total Stream Impact (linear feet): 156 I.f.

7. Isolated Waters
Do any isolated waters exist on the property? DYes [g] No
Describe all impacts to isolated waters, and include the type of water (wetland or
stream) and the size of the proposed impact (acres or linear feet). Please note that this
section only applies to waters that have specifically been determined to be isolated by
the USACE.

Page 12 of 17

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TEMPORARY STREAM & WETLAND
IMPACTS MAP
EAST OF EDEN FARMS DAM REPAIR
ROCKINGHAM COUNTY, NC

FIGURE
NO.

Revised

DRAWN BY:

7

PROJECT NO:
1588-08-057

Construction Plan Details

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f;Ji! ;s be:,t tor l,-,il iescu~} and iate WlIl\CH lor lesp,',dnz3s Owns>2p.diI1Q
Kobe \I,spedv:,} f;::Il\.s.Joded lalllescue 's Vt,ry 'J([,}Cl:ve

nr o!h~,' e(!ncli'N channel lining maturial 10
a~,d dltch~s, o)nd st<.lplo securely, The lining
h:ghi3~;t c-dcul<l\I:;':.1 chJp\h 011\0""', On channel sick
,1nd in drCliJ\dfF's nc'i roqlJii'lng temporary linings
S\;-,JW ~lild c1n~~h,ll :',I:aW t~y stJpling nnllirii,;

Soli amendments
Apply lim;" ,-1nd kltiiiZEH according to soil tests, or ;,:pply <1,000 \b!a-:::rc
,1(1)1H1d'J9ii;'u'liIL'-t! i ,;18slon8 and 1,000 Ib/3crf} 1 D-' 0-10 fsr'tilizer

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lacking with asphalt, neliin~l, rJ[ ,oving or by crimp-
hDlinq looi. A disk with biadcs SGt iloarly straight can
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