20010611 Ver 1_Complete File_20010410

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1V?ICHAEL F. EASLEY
I GovERNOR
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STATE OF NORTH CAROLINA ,0
DEPARTIVMNT OF TRANSPORTATION
1584 YANCEYVILLE STREET, GREENSBORO, NC 27415 LYNDo TIPPETT
SECRETARY
1C DENR Division of Water Quality
650 Mail Service Center
:aleigh, NC 27699
TTN: Ms. Cynthia Van Der Wiele
Wetlands/401 Unit
Ms. Van Der Wiele:
March 30, 2001
4011
010611
UBJECT: Orange County, Replacement of one line of 81" X 59" Corrugated Metal Pipe (CMP)
Arch located under a private driveway off of across from the intersection of
Brandywine Road (SR 1986).
ease find two courtesy copies of a Pre-Construction Notification Application form submitted to the
S Army Corps of Engineers in fulfillment of the "Notification" condition for Nationwide Permit 33.
you have any questions or need any additional information, please contact Dennis Johnson or I at
36) 375-5589.
i E. Smith, II, PWS
Seven Environmental Officer
Mrs. Jean Manuele, USACE
Mr. Dennis Johnson, NCDOT
r1 PHONE [phone] FAX [phone]
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
AEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415
GOVERNOR
March 30, 2001
J.S. Army Corps of Engineers
regulatory Field Office
1508 Falls of the Neuse Road, Suite 105
:aleigh, North Carolina 27615
.TTN: Mrs. Jean Manuele
NCDOT Coordinator
Mrs. Manuele:
LYNDo TIPPETT
SECRETARY
Orange County, Replacement of one line of 81" X 59" Corrugated Metal Pipe (CMP)
Arch located under a private driveway off of across from the intersection of
Brandywine Road (SR 1986).
North Carolina Department of Transportation (NCDOT) proposes to replace one (1) line of 30-
long 81" X 59" CMP Arch with two (2) lines of 117" X 79" CMPA 60-feet long to ease
ding of residential properties located along Brandywine Road (SR 1986). In conjunction with
pipe replacement activities the NCDOT also proposes to widen the existing upstream channel to
:et (as authorized under the permit for recently completed pipe replacement activities immediately
Cream) with 1 %2: 1 slopes; remove the rip-rap located on the western bank; and stabilize the
;tern bank using Coir fiber roils, natural fiber matting, seeding, and live staking. Areas on the
tern bank not covered by rip-rap will be undisturbed. These activities will be conducted in
)rdance with an agreement made between Heritage Hills Recreation Club and the NCDOT. No
lands occur in the project area; however the activity will occur in a High Quality Water.
NCDOT anticipates that the pipe replacement activity will be authorized under Nationwide
nit 3,the pump around dewatering opertation will be authorized under NWP 33, and the bank
ilization activity will be authorized under NWP 13. Because the stabilization activity authorized
:r NWP 13 will be under 500 feet formal authorization is not required. Coir fiber roil, natural
matting, seeding, and live staking will be installed in accordance with general NCDOT
ifications (attached). Disturbed soil will be covered and stabilized at the end of each work day.
PHONE [phone] FAX [phone]
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STATE OF NORTH CAROLINA
DEPARTNMNT OF TRANSPORTATION
AEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415
GOVERNOR
LYNDo TIPPETT
SECRETARY
B ause formal authorization is not required for NWP 3 or 13; this application is a request for formal
tten authorization to dewater the stream under NWP 33. Enclosed please find the project site
nu p and the pre-construction notification form for the above referenced project. By copy of this
le er we are also requesting General Water Quality Certifications 3114, 3258, and 3290 from the
N Division of Water Quality. This project is anticipated to begin as soon as possible and should be
co pleted in 4 weeks.
If ou have any questions or need any additional information, please contact Dennis Johnson or I at
[phone]. Thank you for your time and assistance.

wood E. Smith, II, PWS
ision Seven Environmental Officer
Ms. Cynthia Van Der Wiele, NCDWQ
Mr. Dennis Johnson, NCDOT
PHONE [phone] FAX[phone]
DWQ ID: - CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 3,13, and 33
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 MUST BE SENT TO THE NC DIVISION OF WATER QUALITY,
ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC
27607. PLEASE PRINT OR TYPE.
1. OWNER'S NAME: NC DEPT OF TRANS Division of Highways - 7- Bridge Department
2. MAILING ADDRESS: 4261 Camp Burton Road
SUBDIVISION NAME NIA
CITY: McLeansville STATE: North Carolina ZIP CODE: 27301
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE): Heritage Hills subdivision
3. TELEPHONE NUMBER: (HOME)
(WORK) [phone]
4 IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Agent: Lenwood E. Smith, 11, PWS, Division Environmental Officer
4261 Camp Burton Road, McLeansville, NC 27301
[phone]
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS
TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Orange - NEAREST TOWN: Chapel Hill.
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) One line of 81" X 59"
Corrugated Metal Pipe Arch (CMPA) located under a private driveway across from the intersection of
Brandywine Road (SR 1986) and King's Mountain Court (SR 1998).
6. IMPACTED OR NEAREST STREAMIRIVER: East Price Creek
RIVER BASIN: Cape Fear
7. (a) 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 X NO ? IF YES, EXPLAIN: The water is designated as a High
Quality Water
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO X
(c) 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? No
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROJECT? YES X NO ? IF YES, PROVIDE ACTION I.D. NUMBER ORPREVIOUS PERMIT
AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): _
The proposed channel widening was authorized during the replacement of the 2 lines of 72" Corrugate
Metal Pipes located upstream. The channel widening will be completed prior to beginning work on the
this project (USACE I.D. unavailable). The DWO I.D. number is 000121.
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES ? NO X IF YES, DESCRIBE ANTICIPATED WORK:
(a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: N/A
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: _
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: N/A EXCAVATION: N/A
FLOODING: N/A OTHER : N/A
DRAINAGE : N/A TOTAL ACRES TO BE IMPACTED: N/A
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: N/A AFTER: N/A
WIDTH BEFORE (based on normal high water contours): 6-feet
AVERAGE DEPTH BEFORE: 1 foot AFTER: 1 foot
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X
CHANNEL EXCAVATION: X CONSTRUCTION OF A DAM/FLOODING:
OTHER: Thirty (30) linear feet of steam impacts. Placement of temporary impervious dikes within the
East Price Creek. Channel excavation will include removal of previously placed rip-rap and widening of
the channel as previously authorized.
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? N/A WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY)
Replacement of one (1) line of 30-feet long 81" X 59" CMPA with two (2) lines of 117" X 79" CMPA 60-
feet long to ease flooding of residential properties located upstream. Road construction equipment.
13. PURPOSE OF PROPOSED WORK: To replace a currently undersized pipe and ease flooding of
residential properties located along Brandywine Road (SR 1986).
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IlVIPACTS)
No wetlands are present within the proposed. impact area.
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY
LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL
HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: No federally protected aquatic species are known from the Cape Fear basin within
Orange County. A site visit by the Division Environmental Officer indicated that no federally protected
plant species or their habitats were present. .
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA
WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED NC State
Historic Preservation Office records from March 8, 2000 indicate that there are no historic properties in
the project area.
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND? YES X NO E] (IF NO, GO TO 16)
(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 X
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO ?
IF ANSWER l 7b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE 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, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF 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 STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON
THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OF 1 INCH EQUALS 100 FEET
OR THEIR EQUIVALENT.
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH. OF WETLANDS TO BE IMPACTED BY
PRODUCT.
(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? Commercial/Residential
(f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N/A
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
I . ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF 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,
r 0_3Z 2(? c
OWNER'S/AGENT'S SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
F a.X • JJVJ N f UJr3 mar 2,-, 2UU1 14;'22 F. Ul
03.2"g
Construction Sequence & l9rosiess Control Max
For
lldve ay Pipe Replacement
Orange County off SR-IL"b
We are scheduled to start Mid-April, 2001
and complete around End of May, 2001.
1 Install Rip Rap Check Dam and Sand Bag/Stone Coffer Dam to allow water
to flow into existing drive-way pipe.
2. Excavate excess material around existing pipe above stream bed.
3. Excavate as needed, place base stone and single line of 117" x 79" C.M.P.A.
4. Partial back.-'ill and place rip rap at emds, detour water into raew line of pipe.
5. Excavate, place base stone and second line of C.M,P.A.
6. When backfill is complete and all rip rap is in place, pave and notify landscape
department for final seeding.
7. Silt fences to be placed as site conditions require.
8, All de-watering will be into a 10' x 15` Dirt Bag.
9. Site conditions and weather may alter these plans.

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COIR FIBER MATTING:
Description:
Furnish material, install and maintain coir fiber mat in locations shown on the plans or in
locations as directed by the engineer. Work includes providing all materials, excavating,
backfilling, placing and securing coir fiber matting.
The quantity of coin fiber matting to be installed will be affected by the actual conditions
that occur during the construction of the project. The quantity of coir fiber matting may
be increased, decreased, or eliminated entirely at the direction of the Engineer. Such
variations in quantity will not be considered as alterations in the details of construction or
a change in the character of the work.
Materials:
(A) Matting:
Provide matting to meet the following requirements:
100 % coconut fiber (coir) twine woven into a high strength matrix.
. _ Thickness - 0.30 in. minimum (7.6 mm)
Tensile Strength - 1348 x 626 lb/ft minimum (1650.5 x 766.5 kg/m)
Elongation - 34% x 38% maximum
Flexibility (mg-cm)- 65030 x 29590
Flow Velocity- Observed 11 ft/sec (3.35 m/s)
Weight - 20 oz/SY (678 g/SM)
Size - 6.6 x 164 ft (120 SY) or (100 SM)
"C" Factor - 0.002
Open Area (measured) - 50%
(B) Staples:
Provide staples made of 0.125 in. (3.05 mm) diameter new steel wire formed into a "U"
shape not less than 12 in. (300) mm in length with a throat of 1 in. (25 mm) in width.
Construction Methods:
Provide a smooth soil surface free from stones, clods, or debris that will prevent the
contact of the matting with the soil. Place the matting immediately upon final grading.
Take care to preserve the required line, grade, and cross section of the area covered.
Unroll the matting and apply without stretching such that it will lie smoothly but loosely
on the soil surface. Bury the top slope end of each piece of matting in a narrow trench at
least 6 in. (150 mm) deep and tamp firmly. Where one roll of matting ends and a second
roll begins, overlap the end of the upper roll over the buried end of the second roll so
there is a 6 in. (150 mm) overlap. Construct check trenches at least 12 in. (0.3 m) deep
every 50 ft. (16 m) longitudinally along the edges of the matting or as directed by the
Engineer. Fold over and bury matting to the full depth of the trench, close and tamp
firmly. Overlap matting at least 6 in. (150 mm) where 2 or more widths of matting are
installed side be side.
Place staples across the matting at ends, junctions, and check trenches approximately 1 ft.
(90.3 m) apart.
Place staples along the outer edges and down the center of each strip of matting 3 feet (1
meter) apart. Place staples along all lapped edges 1 ft. (0.3 m) apart. Refer to details in
the plan sheets.
The Engineer may require adjustments in the trenching or stapling requirements to fit
individual site conditions.
of Measurement:
e quantity of coir fiber matting measured will be paid for according to the actual
"`Ttber of square yard (square meters) measured along the surface of the ground over
which coin fiber matting is installed and accepted.
Basis of Payment:
The quantity of coir fiber matting, measured as provided above, will be paid for at the
contract unit price per square yard (square meter) for "Coir Fiber Matting"
Payment will be made under:
Coir Fiber Matting ............................................................... Square Yard (Square Meter)

Coir Fiber Roll
Description
Furnish material, install and maintain coir fiber roll in locations shown on the plans or in
locations as directed by the Engineer. Work includes providing all materials; excavation
and backfilling; placing and securing coir fiber roll.
The quantity of coir fiber roll to be installed will be affected by the actual conditions that
occur during the construction of the project. The quantity of coir fiber roll may be
increased, decreased, or eliminated entirely at the direction of the Engineer. Such
variations in quantity will not be considered as alterations in the details of construction or
a change in the character of the work
Materials
(A) Coir fiber roll:
Provide material to meet the followin g requirements:
Outer Netting - 100 % Coconut Fiber (Coir) twine woven
into a high strength 2 inch x 2 inch (5 cm x 5
cm) matrix.
Tensile Strength Of Coir Twine Net- 80 lbs. (350 N) Minimum
Filler - 100 % Coconut Fiber (Mattress Grade Coir)
Density Of Inner Core - 7 lbs./ft3 (112 Kg/Nf) Minimum. [Approx. 5
lbs./ft. (8 Kg/M) Unit Weight]
Diameter Of Roll - 12 inches (30 cm) Minimum
(B) Stakes:
Provide 2 inch x 2 inch (5 cm x 5 cm) hardwood wooden stakes 3 feet (1 meter)
long. The stakes shall be notched according to the detail shown in the plans.
(C) Twine
Tensile strength - 80 lbs. (350 N) minimum
Construction Methods.
Place Coir Fiber Rolls, as shown in the plans. Immediately stabilize rolls with stakes and
twine according to the details shown on the plans.
Place stakes on both sides of each roll, spacing the stakes approximately 4 feet (1.2
meters) apart. Secure and tie coir twine tightly across each roll. The twine should be
wound around each stake and over each roll so that each tied section has a minimum of 4
:,
strands of twine securing the roll down. Once the twine is tied tightly, drive stakes to the
final depth so that a minimum of 6 inches (15 centimeters) of each stake is above ground.
Using the Coir twine, sew the outer netting at the ends of one roll together with the net of
the next roll. Sew the netting the complete diameter of the rolls.
The Engineer may require adjustments in the staking and/or tying requirements to fit
individual site conditions.
Method of Measurement
The quantity of Coir Fiber Rolls measured will be paid for according to the actual number
of linear feet (meters), as measured along the surface of the ground, over which Coir Fiber
Rolls are installed and accepted.
Basis of Payment
The quantity of Coir Fiber Rolls, measured as provided above, will be paid for at the
contract unit price per linear foot (meter) for "Coin Fiber Roll."
Payment will be made under:
Coir Fiber Roll ................................................................................................. LF (M)

LIVE STAKING
Description:
The work covered by this section consist of furnishing, installing and maintaining live
stakes as shown on the plans or in locations as directed by the Engineer. Work includes
providing all materials necessary to install the live stake cuttings.
The quantity of live stakes to be installed will be affected by the actual conditions that
occur during the construction of the project. The quantity of live stakes may be
increased, decreased, or eliminated entirely at the direction of the Engineer. Such
variations in quantity will not be considered as alterations in the details of construction or
a change in the character of the work
Materials:
Live staking plant material shall consist of a random mix made up of 75% Black Willow
(Salix nigra) and 25% Silky Dogwood (Corpus amomum). Other species may be
substituted upon approval of Engineer.
All plant material shall be harvested locally (within the same physiographic ecoregion
and plant hardiness zone) or purchased from a local nursery, with the approval of the
Engineer. All live stakes shall be dormant at time of acquisition and planting. Live
stakes shall be installed between November 15 and March 15.
Live stakes shall be 1/2-2" (12-50 mm) in diameter. Stakes shall also be 2 - 3 feet (.6 - 1
meter) in length. Store cuttings between 30° and 401 F and 60 -70% Relative Humidities
protected from sunlight and wind. Live cut plant material shall remain moist at all times
before planting.Dry, sprouted or molded cuttings will not be accepted.
Construction Methods:
Preparation:
During preparation, the basal ends of the live stakes shall be cleanly cut at an angle to
facilitate easy insertion into the soil, while the tops shall be cut square or blunt for
tamping. All limbs shall be removed from the sides of the live cutting prior to
installation.
Installation:
Live stakes shall be installed within 48 hours of cutting.
Install live stakes according to the details in the plan sheets.
In compacted or rocky soils, a started hole will be needed. Tamp live stakes vertically
into the slope with a dead blow hammer, with buds oriented in an upward direction.
Stakes should be tamped until approximately 3/ of the stake length is within the ground.
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STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
November 9, 2000
L r. Phil May
02 Concord Drive
DAVID MCCOY
SECRETARY
ubject: Drainage Improvements along Brandywine Road
Located Adjacent to Heritage Hills Recreation Club
ear Mr. May:
'er your request, I am writing to clarify our proposal to help alleviate flooding in the subject
rea. I am addressing the open ditch that runs along Brandywine Road from the newly
istalled culvert to the Pumping Station at the end of the road. Our proposal is to open the
rainage way to provide an 8 foot flat bottom with 1 '/2:1 side slopes. In order to do this, we
rill need an additional drainage easement and we will need.to upgrade the existing driveway
ipe located in the Heritage Hills Recreation Club's driveway.
he permanent drainage easement will have to be dedicated. It is located to contain the
itch area with about five feet additional to work in. We will only remove the trees necessary
accomplish our work. I counted approximately 21 larger trees that will have to be
emoved. Ribbons were placed on the trees to be removed.
he driveway pipe will be replaced with two lines of pipe like the pipes just installed under .
randywine Road. The cost of the pipe ($6,400.00)-will be borne by the property owner. All
:her costs for this project will belong to NCDOT.,
her issues include an alternative treatment in lieu of rip rap. Rip rap will be used on the
adside of the ditch. On your side of the ditch, we propose to use an alternative treatment
Iled "coconut hair logs" or roving.
'iming is another issue that needs to be addressed. We will not do anymore work in this
rea until we receive additional right-of-way and a check for the culvert expense. Once
eceived, we will schedule the work as soon as practical.
0. Box 14996 Greensboro, NC 27415-4996 Telephone No. [phone] Fax No. [phone]
ti
r. Phil May
ovember 9, 2000
age Two
11ease call Mr. Tommy Dyer, P.E., Division Maintenance Engineer, if you have any questions
garding this proposal. It would probably be helpful to meet at the site and discuss it. I am
cluding revised plans showing the right-of-way needed.
Sincerely,
rn `(T ?
J. .Mills, P.E.
DIVISION ENGINEER
M/TJ D/g m
District One
C. N. Edwards, P.E., County Maintenance Engineer
D. L. Johnson, Bridge Maintenance Engineer
. 0. Box 14996 Greensboro, NC 27415-4996 Telephone No. [phone] Fax No. [phone]
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State of North Carolina
Department of Environment
and Natural Resources
D,ivision of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
WAIVER of 401 Water Quality Certification
Mr. Dennis Johnson, NCDOT
4261 Carys Burton Road
McLeansville, NC 27301
Dear Mr. Johnson:
1 • ?
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
August 17, 2000
Orange County
WQC 401 Project # 000121
Your application for a 401 Water Quality Certification was received in the Central
Office on February 21, 2000. According to our rules [15A NCAC 2H.0507(a)], if final
action is not taken within 60 days, the Certification is waived unless DWQ has objected
in writing to your application. Therefore, DWQ has waived the requirement for a 401
Water Quality Certification for your plans to impact 450 feet of streams for the
replacement of culverts at SR 1984 over East Price Creek in Orange County as described
in your application dated. However if additional impact occurs or your development
plans change, this waiver is no longer valid and a 401 Water Quality Certification will be
required.
Please call me at 919-733-9646 if you have any questions.
ce e
R. Dorney
Office
cc: Raleigh DWQ Regional 51, .
Raleigh Field Office Corps of Engineers
Wilmington District Office Corps of Engineers AUK 2 3 QUO
Central Files
File Copy EPA. pg TRA?St'0? UNIT
N. BR pGE MAI;VTENANDE
Dept. X3078 Ca #49
Wetlands/401 Unit • 1621 Mail Service Center • Raleigh, North Carolina 27669-1621
Telephone [phone] • FAX # [phone]
An Equal Opportunity Affirmative Action Employer
50% recycled/10% post consumer paper
•. ? kh I
Betty
Additional information is needed (maps, photographs, other).
No comment.
We have reviewed the requested information and have no comment.
Signed a?" ":LU--
Renee Gledhill-Earley
Environmental Review Coordinator
Historic Preservation Office
919/733-47.63
FAX [phone]
Date 31 ? 100
k- .
B. Hunt Jr., Governor
,lay McCain, Secretary
APPLICANT:
ER 00-8945
Received 2/25/00
?y Due 3/10/00
tip- 61?
North Carolina Department of Cultural Resources 317/00
NATIONWIDE PERMIT REVIEW Division of Archives and History
Jeffrey J. Crow, Director
NCDOT
4261 Camp Burton Rd.
McLeansville, NC 27301
Project Location: Orange County
VU.J..,cv Hills SD
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Proposed Project: Pike.- IVpl 74 acv°il Heri+o
We have received the application for the above project from the Division of
Environmental Management and our comments are noted below.

L• f^t:a1 ! 6 C.?J1i9
N .C• D PT. OF 7RANS,vFifiT{ON
E ?? c '.,;MITTEN„NCE UNIT
Dept. Y33073-Co #49
MAR o - 2009,-.,
EBB 2 8 2000
109 East Jones Street • Raleigh, North Carolina 27601-2807