20010241 Ver 1_Complete File_20010216

. t
State of North Carolina
Department of Environment
and Natural Resources 4 TNIA."AA
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary Kerr T. Stevens, Director NCDENR
March 12, 2001
Burke County
DWQ Project No. 01-0241
SR 1435, Old Johns River Road
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. Roger Bryan, Division Environmental Officer
NCDOT Division 13
P.O. Box 3279
Asheville, NC 28802
Dear Mr. Gilmore:
You have our approval, in accordance with the attached conditions and those listed below, to
incur 62 linear feet of stream impacts for the purpose of paving SR 1435 (Old Johns River Road)
in Burke County. The project should be constructed in accordance with your application dated 7
February 2001 (received 13. February 2001). After reviewing your application, we have decided
that this project is covered by General Water Quality Certification Number 3289. This
certification corresponds to Nationwide Permit 14 issued by the Corps of Engineers. In addition,
you should acquire any other federal, state or local permits before you proceed with your project
including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply
Watershed regulations. This approval will expire with the accompanying §404 permit, unless
otherwise specified in the Water Quality Certification. The following additional conditions will
be required:
1. The dimension, pattern, and profile of the streams above and below the pipes should not be
modified by widening the stream channel or reducing the depth of the stream. Any existing
aquatic life and fish passage must continue.
2. If concrete will be used, work must be accomplished so that wet concrete does not contact
stream water. This will lessen the chance of altering the stream's. water chemistry and
causing a fish kill.
3. Heavy equipment should be operated from the bank rather than in the stream channel in order
to minimize sedimentation and reduce the likelihood of introducing other pollutants into the
stream.
4. Stringent erosion control measures should be installed where soil is disturbed and maintained
until project completion. A federally listed Species of Concern, the Brook floater
(Alasmidonta varicosa) may be located downstream of these activities.
1621 Mail Service Center, Raleigh, North Carolina 27699-1621 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper

5. Temporary or permanent herbaceous vegetation should be planted on all bare soil within 5
days of ground disturbing activities to provide long-term erosion control. We encourage
NCDOT to utilize onsite vegetation and materials for streambank stabilization when
practicable.
6. Instream work and land disturbance within the 25-foot wide buffer zone are prohibited
during the trout spawning seasons of October 15 through April 15 to protect the egg and fry
stages of trout.
7. All work shall be performed during low flow conditions.
8. Mowing of existing vegetated buffers is strongly discouraged, so that they may be utilized for
storm water sheet flow. -
9. Use of rip-rap for bank stabilization is to be minimized; rather, native vegetation is to be
planted when practical.
This approval is valid solely for the purpose and design described in your application (unless
modified below). Should your project change, you must notify the DWQ and submit a new
application. If the property is sold, the new owner must be given a copy of this Certification and
approval letter, and is thereby responsible for complying with all the conditions. If the proposed
fill is in excess of 150 linear feet of stream length or 1 acre of wetlands, compensatory mitigation
will required as described in 15A NCAC 214.0506 (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 above.
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 that conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C.
27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone John Dorney at 919-733-9646.
Sincerely,
Attachment
Pc:
Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
DWQ Asheville Regional Office
Central Files

TO: Steve Lund, USACOE
Asheville Field Office
FROM: Ron Linville, Regional Coordinator
Habitat Conservation Program .
DATE: February 19, 2001
SUBJECT: North Carolina Department of Transportation (NCDOT), SR1435, Old
Johns River Road, unnamed tributaries to Johns River, Burke County
These comments are provided in accordance with the provisions of the Fish and
Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d) and the North
Carolina Environmental Policy Act (G.S. 113A-1 through 113A-10; NCAC 25). The
NCDOT proposes to widen and pave the referenced road. The 14-16 foot wide gravel
road will be widened to 18 feet and paved. Culverts will be extended 28 feet at Station
38+25 and 34 feet at Station 44+50 for a total of 62 feet of impacts.
We will not object to the project as proposed by Mr. Roger Bryan provided that
the following conditions are implemented:
1. The dimension, pattern, and profile of the streams above and below the pipes
should not be modified by widening the stream channel or reducing the depth
of the stream. Any existing aquatic life and fish passage must continue.
2. If concrete will be used, work must be accomplished so that wet concrete does
not contact stream water. This will lessen the chance of altering the stream's
water chemistry and causing a fish kill.
3. Heavy equipment should be operated from the bank rather than in the stream
channel in order to minimize sedimentation and reduce the likelihood of
introducing other pollutants into the stream.
4. Stringent erosion control measures should be installed where soil is disturbed
and maintained until project completion. A federally listed Species of
SR1435, Old Johns River Road 2
03/12/01
Concern, the Brook floater (Alasmidonta varicosa) may be located downstream
of these activities.
5. Temporary or permanent herbaceous vegetation should be planted on all bare
soil within 5 days of ground disturbing activities to provide long-term erosion
control. We encourage NCDOT to utilize onsite vegetation and materials for
streambank stabilization when practicable.
6. Instream work and land disturbance within the 25-foot wide buffer zone are
prohibited during the trout spawning seasons of October 15 through April 15 to
protect the egg and fry stages of trout.
Thank you for the opportunity to review and comment on this project during the
early planning stages. If you have any questions regarding these comments, please
contact me at 336/769-9453.
Cc: Roger Bryan, NCDOT
Re: SR 1435, Burke County, DWQ#010241
Subject: Re: SR 1435, Burke County, DWQ#010241
Date: Mon, 12 Mar 2001 10:09:55 -0500
From: Cynthia Van Der Wiele <[e-mail]>
Organization: NCDWQ 401 Wetlands Certification Unit
To: Roger Bryan <rdbryan @dot. state.nc.us>
CC: "Don G. Lee" <[e-mail]>,[e-mail]
Dear Mr. Bryan:
Thank you for the information. I can proceed with issuing the 401 water
quality certification.
Cynthia
Roger Bryan wrote:
> Dear Ms. Van Der Wi el e,
> In reference to your letter dated Feb. 27, 2001, the proposed
> pipe extensions will occur on a dead end secondary road with less
> than 10 homes and no industrial/factory sites. The road does not
> qualify as a rural/urban arterial and therefore hazardous spill
> basin are not required.
> I spoke with Beth Barnes from NC DWQ and forwarded a completed
> form to her that describe the project.
> If you have any questions, please contact me at [phone].
> Thank you for your attention to this matter.
> Roger Bryan
> Division Environmental Officer
Cynthia Van Der Wiele <[e-mail]>
Environmental Specialist
NCDWQ 401 Wetlands Certification Unit
1 of 1 3/12/01 10:24 An
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s

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FEB 1 3 2001

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
PO BOX 3279, ASHEVILLE, NC 28802
February 7, 2001
Mr. Steve Lund
US Army Corps of Engineers 010241
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
Subject: Nationwide Permit #14
SR 1435, Old Johns River Road PAYMENT
Burke County, NC RECEIVED
Dear Mr. Lund:
I have enclosed a straight-line diagram with erosion control plan, a PCN application for
NWP #14, and a location map relative to•the-propdsed.,paving project on SR 1435, Old
Johns River Road, Burke:County, NC
Old Johns River Road is currently a 14;,16 :feet wide ,.gravel road. Division of Highways
plans to pave the road 18 feet wide°and'increase the?typieal section. Grading will be light
to moderate.
We propose to extend two existing culverts on an unnamed tributary to Johns River.
Existing channel morphology will be maintained upstream and downstream of the
culvert. The culverts will be placed below existing streambed elevation. Riparian
vegetation will be reestablished along disturbed areas associated with the culvert
extensions.
No significant effect on federally listed species (threatened or endangered) or their
critical habitats is anticipated.
By copy of this letter, we request Ron Linville, North Carolina Wildlife Resources
Commission Western Piedmont Coordinator, to comment directly to the Corps
concerning the permit request.
Mr. Steve Lund
Page -2 SR 1435, Burke County
February 7, 2001
By copy of this letter, we are asking W. Neil Trivette, Area Roadside Environmental
Engineer, to comment on the above project. Temporary encroachment into the buffer
zone will not be required for the project. Streams within the project area are classified as
HQW and erosion control should reflect this designation.
By copy of this letter, I am forwarding seven (7) copies of the application package to
Cynthia Van der Wiele, NC DENR, Division of Water Quality, 401/Wetland Unit for
review and comment. A $200.00 check is enclosed for application processing. Please
forward comments directly to the Corps with copy to Division 13 Environmental Officer.
Your earliest consideration for this request would be greatly appreciated. If you have any
questions or information needs, please contact me at [phone].
Sincerely,
Roger D. Bryan
Division 13 Environmental Officer
Enclosures
cc: F. D. Martin, P.E.
S. A. Moore, P.E.
Bruce Taylor
Neil Trivette
Ron Linville
Cynthia Van der Wiele
Renee Gledhill-Earley
Richard Silverman
010241
DWQ ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 14
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).
1. OWNER'S NAME: N.C. Department of Transportation
2. MAILING ADDRESS: P.O. Box 3279
SUBDIVISION NAME
CITY: Asheville STATE: NC ZIP CODE: 28802
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
SR 1435, Old John's River Road, Burke County
3. TELEPHONE NUMBER: (HOME) (WORK) [phone]
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 TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Burke - NEAREST TOWN: Chesterfield
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) Old John's River Road
(SR 1435) is located approximately 1 mile northwest of NC 18 at Chesterfield.
6. IMPACTED OR NEAREST STREAM/RIVER: Unnamed trib. to Johns River RIVER BASIN: Catawba
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: Johns River is HQW
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES 0 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?
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ? NO X IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND
ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES ? NO X IF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 6.8
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0.0
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING: OTHER :
DRAINAGE : TOTAL ACRES TO BE IMPACTED: 0.0
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: 62 FT AFTER: FT
WIDTH BEFORE (based on normal high water contours): 2=4 FT
AVERAGE DEPTH BEFORE: 0.4 FT AFTER: FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: . PLACEMENT OF PIPE IN CHANNEL: X
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? 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)
We propose to grade drain base pave and install erosion control measures for SR 1435(Old Johns River
Road) We Eropose to extend two existing culvert on an unnamed tributary to Johns River Total culvert
extension will be 62 linear feet (see attached sheet). The culverts will be installed to insure aquatic life
passage within the stream Mechanical equipment will include backhoe, graders, trucks, and paying
machinery.
13. PURPOSE OF PROPOSED WORK: To provide a safe paved road to the traveling public.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
N/A
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: N/A
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 2/8/01.
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 17b 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 OR FILL MATERIAL INTO
WETLANDS: N/A
(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 I INCH EQUALS 100 FEET
OF 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?
(f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US 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 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,
OVtrR'S/AGEf'S SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
Quadrangle, Scale 1:24000).
Location Map: SR 1435, Old John's River Road, Burke County, NC (Morganton North
Proposed Culvert Extensions
on Surface Waters
SR 1435, Old Johns River Road
Burke County, NC
Survey Station Existiniz Culvert (ft) Proposed Culvert (ft) Extension(ft)
38+25 32 60 28
44+50 26 60 34
Total Extensions 62 ft
SHEET 1 OF 25
COUNTY: Burke TOWNSHIP: Lower Creek
PROJECT: SR. 1435, Old John's River Rd. LENGTH: 5,963.85 feet, 1.13 miles
WORK TYPE: grade, drain, base, pave, erosion control RURAL PRIORITY M 36
LOCATION: From SR. 1426, thence for 1.13 miles SUBD/RESID. PRIORITY M

RIW WORK ORDER NO: 6.852486 CONSTRUCTION W. O. NO.
DATE: 12/15/00 SCALE: V--50' DRAWN BY: DGM
NOTES AND PROVISIONS PERTAINING TO STRAIGHT LINE DIAGRAM
1. Assigned right of way agent needs to verify all property owners. Property owners shown on
the straight line diagram are taken from tax maps only.
2. Fences to be moved off the right of way and reset off right of way by the Department of
Transportation crews. Any new materials, posts, wire, etc.. to be supplied by the property
owner.
3. Existing asphalt or concrete drives to be tied in with asphalt if the existing driveway is
within 20 feet of proposed centerline. See any exceptions on straight line diagram.
4. Driveway pipes to be furnished and installed as needed by Department of Transportation
crews in existing driveways.
5. Existing water lines, sewer lines, drain lines, etc., under road project to be adjusted by
Department of Transportation as needed during construction. Property owners to supply
all materials and release Department of Transportation from any liability.
6. Underground utility lines to be located by owner. Lines to be adjusted by owner as needed,
otherwise retain.
7. Note proposed right of way markers shown on straight line diagram.
8. Please inform property owners that cuts and fills could exceed proposed right of way.
9. The erosion plan should be used for erosion control purposes only.
! eS
j3,A. Tityc,c,2 Z/c,lcI
L
RR?M a n WS RnfM An- S * ET--W Z-
W F" MI ITV
TYPICAL SECTION
5r
lo I SLOPE
A. FILL. SLOPE
B. SHOU.DM SLOPE
C. DITCH SLOPE
0. WT SLOPE
1 i ABC OOMPACTED
1' PER FT. ABC LOpc
4 s l _ TONS COMVE51
i i TONS QNTERgJ
TONS MAM
TONS CMTAU
STONE BY
1 V Oa a At L• 1
FULL
EVATnN-
SUPPEFaMMMN
SECTION - EE
2/9
7?4-T?! 2/3 LEYATDai
P. G at P. T.
SECTION - DD
9t143V3jEYATm .
MRHAL a"
SECTION - CC
UM . aWW
SECTION - BB
noranL a?
SECTION - AA
STANOARO METHOD FOR OBTAINING SUPERELEVATION
2 LANE PAVEMENTS
Ideally, 2/9 of superslevatton is obtained at P. C. or P. T.
as shown on Sootton - W
pla if max superelevatzon to +.06 -.86, the ??perelevation
Exam
at the point of curve or pout of tangent is +.84 - +
.06 X 2/3 = .04
Supee-elevafton for IS' Pavement
.82 8.4' E.P. to E.P.
.84 8.7' E.P. to E.P.
.06 Ll' E.P. to E.P.
is L4' E.P. to E.P.
Normal Crown - 8.2
Sheet 4 of 25
EROSION CONTROL PLAN SHEET
Generally, the order of installation of the erosion control measures will be as
follows:
Temporary silt basins shall be installed before clearing and
grubbing begins.
Silt fences and temporary silt ditches shall be installed after
clearing and before grading.
Temporary stone ditch checks shall be installed as soon as
ditch line is established.
Pipe outlet and inlet protection will be done as soon as the
pipe is installed.
Seeding and other permanent erosion control measures are
to be implemented as soon as practical.
Temporary rock silt checks (type B) will be spaced as required
by percent of grade as described on page VI-16 in the Erosion
And Sedimentation Guidelines.
No. 5 stone, or equivalent, will be used in conjunction with
temporary rock silt check Type-B in locations where water is
leaving the project or entering a pipe.
Silt basin size is 9'x3'x2' for 75 feet of disturbed ditch line unless otherwise
noted.
Silt basin (Type B) are designed for 1200 cubic feet per acre every storm event
and cleaned out when half full.
Per permit conditions for Corps of Engineers and the Wildlife Resources
Commission, all pipes in streams must be buried 12" below streambed
elevation.
Sheet 5 of 25
PIPE INSTALLATION NOTES
1) Install erosion control devices. In streams, where necessary, rock silt
screen will be used.
2) Remove material and existing pipe while limiting, as much as possible,
material and sediment from entering the stream and/or escaping from project.
3) Prepare pipe foundation while again taking care to limit, as much as possible
material and sediment from entering the stream and/or escaping from project.
Where possible, new grade will be below existing streambed. If needed,
bedding material will be clean stone.
4) Place the new pipe and compact backfill.
5) Install slope protection on outlet and inlet ends of pipe. Also complete
installation of erosion control measures and perform maintenance as needed
on existing measures.
6) Establish permanent vegetation as soon as possible.
A r
DESIGN FOR SILT BASIN SHEET 2
i280 CISIC FEET PER ACRE
CHECKED EVERY STORM EVENT APO GLEAM OUT W140 HALF FILL
NOT TO SCALE
Ar 91
2'
SILT BASIN - i
(S. B. 7 )
r
LENGTH OF OISTt F 3ED AREA 75'
r
SILT BASIN - 2
(S. B.14 )
r
SILT BASIN - 3
(S. B. 21)
r
LENGTH OF DISTURBED AREA 208'
r
LENGTH OF DISTURBED AREA 308'
r
SILT BASIN - 4
(S. B. 28 )
LENGTH OF MSIURBEO AREA 480'
SHEET I-W _M
EROSION CONTROL
DETAILS AND
SPECIFICATIONS
std.! omonanon

245.83 Temporary Silt Ditch >so
245.85 Temporary Diversion m _
893A Temporary Silt Fence
898.85 Temporary Slope Drain with Earth Berm
245JI Silt Bawn Type A -0
245.82 Silt Bann Type B .
89284 Temporary Rook Silt Check Two - A _
Ica=
895.18 Temporary Rook Silt Check Tpe - B ?)0o.
892.81 Twgwary Rook Swhment Dam Typo - A
892.82 T&Vorary Rook Sediment Dam Type - B
897A Rook Pipe Inlet Proteotton ?? _
894JI Rook Silt Screen
245.84 Stilling Bann

896.81 Rook Inlet Proteotion
TWe A
A -OR -A)
896x82 Two B B13-OR - B
896
83 T
e C OR - C
C E1
. yp 7
.JLOF 5
SHEET
(WIDTH OF ROCK AT THE OUTLET END TO BE 3 TIMES THE DIAMETER
OF THE PIPE AND TAPERED INTO EXISTING DITCH)
M?J
18' CSP
RR 18
M1. ° .J
-IF
E)QSTM DfTCH
24' CSP
RR 24
nil
EXISTING DITCH 7.5'
30' CSP
RR 30
1M ?.
EXISTING DITCH 10.5'
42' CSP
RR 42
z ,
BURKE COUNTY
SR. 1435 OLD JOHN'S RIVER RD
SHEET 9 OF 25
TERRY D.&
O LAURA FORD
OB. 888. PG. 2004. ' 97
2823 PAX HILL RD.
MORGANTON, NC. 28655

.18 ML -
TO St 1427
SR. 1426
BEGIN PROJECT STA. 0+00 t SR. 1426
BEGIN PROPOSED 25' R/W LT. & RT.
T
I 14' GR, OR.
?r
I
I? I
•'J I °r
I
0
-v
4?L I`

3
+57 GUY WIRE
13'RT. (MOVE)
+42 P.P.
13'RT. (MOVE)
EXISTING 18' X 48' CSP
2
O ROGER A. BOLICK
DB. 917, PG. 508. ' 99
3331 OLD JOHN'S RIVER RD.
MORGANTON, NC. 28655
±3f a-- 30.8'RT. (OK)
+34 W.M.
25'RT. (OK)
O DURWARD CLARKE
DB. 637, PG. 961, ' 83
P.O. BOX 381 0
49- j` MORGANTON, NC. 28680
I/i

BURKE COUNTY
SR. 1435 OLD JOHN'S RIVER RD.
SHEET 10 OF 25
O CAROLINA CENTERS LLC (ETAL)
DB. 000, PG. 0000
P.O. BOX 1003
CHARLOTTE. NC. 28201
6
O CAROLINA CENTERS LLC (ETAL)
OB. 000. PG. 0000
P.O. BOX 1003
CHARLOTTE. NC. 28201

4 MARY K.OLLIS
DB. 893, PG. 369, ' 98
3124 PAX HILL RD.
MORGANTON. NC. 28655

TERRY 0.&
O LAURA FORD
DB. 888. PG. 2004, ' 97
2823 PAX HILL RD.
MORGANTON, NC. 28655

ROGER A. BOLICK
DB. 917. PG. 508, ' 99
3331 OLD JOHN'S RIVER RD.
MORGANTON. NC. 28655
5
4
3
1 ,
BURKE COUNTY
SR.1435 OLD JOHN'S RIVER R0.
SHEET 11 OF 25
10
O CAROLINA CENTERS LLC (ETAL)
OB.,000. PG. 0000
P.O. BOX 1003
CHARLOTTE. NC. 28201

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O CAROLINA CENTERS LLC (ETAL)
DB. 000. PG. 0000
P.O. BOX 1003
CHARLOTTE. NC. 28201
E:1
EXISTING 20' PIPE
7
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BURKE COUNTY
SR. 1435 OLD JOHN'S RIVER RC
SHEET 12 OF 25
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MATCH LINE STA. 10+00

BURKE COUNTY
SR. 1435 OLD JOHN'S RIVER RD.
SHEET 13 OF 25
O CAROLINA CENTERS LLC (ETAL)
OB. 000. PG. 0000
P.O. BOX 1003
CHARLOTTE. NC. 28201
EXISTING 20' PIPE
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DB. 000. PG. 0000
P.O. BOX 1003
CHARLOTTE. NC. 28201
15
14
A.13+50

BURKE COUNTY
SR. 1435 OLD JOHN'S RIVER RD.
SHEET 14 OF 25
5 CAROLINA CENTERS LLC (ETAL)
O OB. 000, PG. 0000
P.O. BOX 1003
CHARLOTTE. NC. 28201
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CHARLOTTE, NC. 28201
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SR. 1435 OLD JOHN'S RIVER RD.
SHEET 15 OF 25
24
23
CAROLINA CENTERS LLC (ETAL
DDB.000-PO-0000
P.O. BOX 1003
CHARLOTTE. NC. 28201
CAROLINA CENTERS LLC (ETAL)
D DB. 000. PG. 0000
P.O. BOX 1003
CHARLOTTE. NC. 28201
22
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BURKE COUNTY
SR. 1435 OLD JOHN'S RIVER RC
SHEET 16 OF 25
28
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WRT. (MOVE)
27
O CAROLINA CENTERS LLC (ETAL)
OB. 000. PG. 0000
P.O. BOX 1003
CHARLOTTE. NC. 28201
O CAROLINA CENTERS LLC (ETAL)
DB. 000, PG. 0000
P.O. BOX 1003
CHARLOTTE, NC. 28201
26
25

BURKE COUNTY
SR. 1435 OLD JOHN'S RIVER RD
SHEET 17 OF 25
O CAROLINA CENTERS LLC (ETAL)
DB. 000. PG. 0000
P.O. BOX 1003
CHARLOTTE. NC. 28201
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31
30
O CAROLINA CENTERS LLC (ETAL)
DB. 000, PG. 0000
P.O. BOX 1003
CHARLOTTE, NC. 28201
29
28
7 '
BURKE COUNTY
SR. 1435 OLD JOHN'S RIVER RD
SHEET 18 OF 25
O CAROLINA CENTERS LLC (ETAL)
DB. 000, PG. 0000
P.O. BOX 1003
CHARLOTTE, NC. 28201

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35
34
O CAROLINA CENTERS LLC (ETAL).
DB. 000, PG. 0000
P.O. BOX 1003
CHARLOTTE, NC. 28201
EXIST. DRAIN 33
T/0 RT.
32

BURKE COUNTY
SR. 1435 OLD JOHN'S RIVER RE
SHEET 19 OF 25
EXISTING 32' PIPE
NOTE:
PER PERMIT CONDITIONS
FOR CORPS & WILDLIFE,
ALL PIPES IN STREAMS
MUST BE BURIED 12' DEEP.

O CAROLINA CENTERS LLC (ETAL)
DB. 000, PG. 0000
P.O. BOX 1003
CHARLOTTE. NC. 28201
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37
5 CAROLINA CENTERS LLC (ETAL)
DB. 000, PG. 0000
P.O. BOX 1003
CHARLOTTE, NC. 28201
36

BURKE COUNTY
SR. 1435 OLD JOHN'S RIVER RD.
SHEET 20 OF 25
43
42
5 CAROLINA CENTERS LLC (ETAL)
DB. 000, PG. 0000
P.O. BOX 1003
CHARLOTTE, NC. 28201
O CAROLINA CENTERS LLC (ETAL)
DB. 000, PG. 0000
P.O. BOX 1003
CHARLOTTE, NC. 28201
41
40
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BURKE COUNTY
SR. 1435 OLD JOHN'S RIVER RD
SHEET 20 OF 25
43
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42
O CAROLINA CENTERS LLC (ETAL;
DB. 000. PG. 0000
P.O. BOX 1003
CHARLOTTE. NC. 28201
O CAROLINA CENTERS LLC (ETAL)
DB. 000. PG. 0000
P.O. BOX 1003
CHARLOTTE. NC. 28201
41
40
t, it ,
BURKE COUNTY
SR. 1435 OLD JOHN'S RIVER RC
SHEET 21 OF 25
5 SSW FENCE (VERY POOR)
MOVE OFF R/N DOT
46
O CAROLINA CENTERS LLC (ETAL)
DB. 000. PG. 0000
P.O. BOX 1003
CHARLOTTE. NC. 28201
+n5 PED
13'RT. (MOVE) 45
O CAROLINA CENTERS LLC (ETAL)
OB. 000. PG. 0000
P.O. BOX 1003
CHARLOTTE. NC. 28201
EXISTING 26 PIPE
44
SOIL DR. V/ 2B' PIPE
43
BURKE COUNTY
SR. 1435 OLD JOHN'S RIVER RE
SHEET 22 OF 25
50
49
O CAROLINA CENTERS LLC (ETAL)
DB. 000, PG. 0000
P.O. BOX 1003
CHARLOTTE, NC. 28201
O CAROLINA CENTERS LLC (ETAL)
DB. 000, PG. 0000
P.O. BOX 1003
CHARLOTTE, NC. 28201
48
5 SBM FENCE (VERY POOR)
MOVE OFF R/N DOT
47

BURKE COUNTY
SR. 1435 OLD JOHN'S RIVER RD
SHEET 23 OF 25
53
O CAROLINA CENTERS LLC (ETAL)
DB. 000, PG. 0000
P.O. BOX 1003
CHARLOTTE, NC. 28201
O CAROLINA CENTERS LLC (ETAL)
DB. 000, PG. 0000
P.O. BOX 1003
CHARLOTTE, NC. 28201
52
51
t, 1 , .
BURKE COUNTY
SR. 1435 OLD JOHN'S RIVER R(
SHEET 24 OF 25
57
O CAROLINA CENTERS LLC (ETAL)
DB. 000, PG. 0000
P.O. BOX 1003
CHARLOTTE, NC. 28201
14,
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56
O CAROLINA CENTERS LLC (ETAL)
08.000, PG. 0000
P.O. BOX 1003
CHARLOTTE, NC. 28201
U'RT. (MOVE)
55
54
A. 53+50
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BURKE COUNTY
SR. 1435 OLD JOHN'S RIVER RC
SHEET 25 OF 25
PROJECT STA. 59+63.85 t SR. 1435
PROPOSED 25' R/W LT. & RT.
a
STA 59+34 END PROP. 40' R/W LT. a ? ` .
BEGIN PROP. 25' R/W LT. I I
PROP. T
AREA
40', I
STA 59+09 END PROP. 25' R/W LT.'
BEGIN PROP. 40' R/W LT. `
9
O CAROLINA CENTERS LLC (ETAL)
OB. 000, PG. 0000
P.O. BOX 1003
CHARLOTTE. NC. 28201

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59
O CAROLINA CENTERS LLC (ETAL)
DB. 000. PG. 0000
P.O. BOX 1003
CHARLOTTE. NC. 28201
58
57
t. I A SR / 1/ 3S
POLE DATA.
PROJECT ------------------------%? COUNTY --------- __ Sheet ---- L ---- o!
OWNER OF POLE LINE ______________ S_°_?Tf?E/?/?%??1?__ 7 Q

STATION
POLE DIET. FROM CENTtR
PREfENT ROAD DIST. FROM CENTER
PROJECT DIET. CtNTax PROJECT
ArTER MOVING
DlUMKR LT. - RT. LT. RT. LT. RT. REMARKS
_ Ff 4- o/ PED /41 M?v?
Z7? 37 /ocD 17' MOVE'
L1-5't05 PEA 13
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1 A se ??35 POLE DATA.
PROJECT _ oLD_ SD/f/?!SYE/2_?21) COUNTY ---- g Uiel??
-------------------------- Sheet---- L ---- ot.
OWNER OF POLE LINE ----------------------------??h!LZ ------------------
STATION
11 DIST. FROM C[NT[R
PoL[ PR[3[NT ROAD
NUMSCR LT. RT.
DIST. FROM CCWMR II DIET. C[NTLR PROJ[eT
PnoJ[CT AFT[R MOVING
LT. RT. LT. RT.
REMARKS
_ z t ?z P. P, l3' Mo?C
2 -t 5 7 G u 13"
t, se i?3s POLE DATA.
GLD To Rli/t,?°
PROJECT ------------1? -
N--S --------COUNTY ---- ----------------- Sheet----
OWNER, OF POLE LINE ----------------------------- L-ZA-ZEX ----------------------
DIST. /ROM C[NT[R DIST. ?ROM C[NTzR DIST. CtNT[R PROJ[CT
STATION POLK PRta[NT ROAD PRoJtcT A/T[R MOVING
NUMttR LT. RT. LT. RT. 11 LT. RT. REMARK!
0 f 3 4k 11 wm 11 1 ?? 1 2-511 _ 1 11
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43-
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246
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1 %R V'R CREEK ?.?•\.- r.J 1 / /.. c• `t
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,?-SR. 1435, Old John's River Rd: begin project at survey station EC
0+00.00, in the centerline of SR. 1426, thence in a southwesterly 5 GWOOD
direction for a distance of 5,963.85 feet, 1.13 miles, to the end of ELEv.2546
KNC9
project at survey station 59+63.85. 3E"" 2894 '
:LEY. 2894
COUNTY
BURKE C L e v F L A
IF INCrRRECT RETURN TO
NC DEPARTMENT OF TRANSPORTATION
DIVISION 13 OFFICE
8282516136
WARRANT NO. 7920
INVOICE NUMBER INVOICE DATE
SR1435 02/07/2001
INVOICE AMOUNT
$200.00
On ? 0
Detach Stub Before Depositing TOTAL:
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION 13 OFFICE
P O BOX 3279
ASHVILLE, NC 28802
$200.00
DATE 02/08/2001
NET AMOUNT
$200.00
200.00
WARRANT NO. 7920
DATE 02/08/2001
66-1059 STATE TREASURER, RALEIGH, NORTH CAROLINA
531 PAYABLE AT PAR THROUGH FEDERAL RESERVE SYSTEM
Pav uio _ u re o ark an
O"w-3,4444-)444: ' 4 TWO 2ER0 ZERO /EIWO ZERO 2£R?
Pay NC-DENR
to the DIVISION OF WATER QUALITY
Order of 4401 REEDY CREEK ROAD
RALEIGH, NC 27607
NON-NEGOTIABLE
00000792011' 1:0S3110S941: 611100011165311'
IF INCORRECT RETURN TO
NC DEPARTMENT OF TRANSPORTATION
= rrx,E -
8282516136
WARRANT NO. 7920
INVOICE NUMBER INVOICE DATE
SR1435 02/07/2001
DATE
INVOICE AMOUNT
$200.00
G 02/08/2001
FEB 1 6W
YVE .Aid S P
NET AMOUNT
$200.00