20010366 Ver 1_Complete File_20010314

O?O? WA rF9pG Michael F. Easley
Governor
co )7 William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
March 15, 2001
Alexander County
SR 1431, Daniels Ridge Road
DWQ Project # 010366
APPROVAL of 401 Water Quality Certification with Additional Conditions
Ms. Trish Simon, Environmental Officer
NCDOT Division 12
P.O. Box 47
Shelby, NC 28151-0047
Dear Ms. Simon:
You have our approval, in accordance with the attached conditions and those listed below, to impact 100
linear feet of an unnamed tributary to South Yadkin River for the purpose of upgrading SR 1431 (Daniels
Ridge Road) in Alexander County. The project should be constructed in accordance with your
application dated 9 March 2001 (received 14 March 2001). After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification No. 3289 corresponding to the
U.S. Army Corps of Engineers Nationwide Permit Number 14. 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.
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 total wetland fills for this project (now or in
the future) exceed one acre, or of total impacts to streams (now or in the future) exceed 150 linear feet,
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.
1. In-stream work and land disturbance within the 25-foot wide buffer zone are prohibited during the
trout spawning season of October 15 through April 15, or as otherwise determined by the North
Carolina Wildlife Resources Commission, to protect the egg and fry stages of trout from
-sedimentation during construction.
2. Stormwater should be directed to buffer areas or retention basins and should not be routed directly
into streams.
3. Sedimentation and Erosion Control Guidelines for Sensitive Watersheds (15a NCAC 4B .0024) must
be implemented prior to any ground-disturbing activities to minimize impacts to downstream aquatic
resources. 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.
4. The culvert required for this project shall be installed in such a manner that the original stream profile
is not altered (i.e. the depth of the channel should not be reduced by a widening of the streambed).
Existing stream dimensions are to be maintained above and below locations of culvert extensions.
5. All work shall be performed during low flow conditions.
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
Page 2 of 2
6. All mechanized equipment operated near surface waters should be regularly inspected and maintained
to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic
materials.
7. The presence of equipment in the channels must be minimized. Under no circumstances should rock,
sand or other materials be dredged from the wetted stream channel under authorization of this permit,
except in the immediate vicinity of the culverts.
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. If necessary, rip-rap should be limited to the stream bank below the high water mark, and
vegetation should be used for stabilization above high water.
10. Rock silt screens at culvert outlets should be removed at project completion.
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, 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 919-733-1786.
Sincerely,
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Winston-Salem DWQ Regional Office
Central Files
KLL,
NCDOT
HAZARDOUS SPILL BASIN CHECKLIST
Division: 12 _ County: Alexander Project ID: WO. 6.782307
River Basin: Yadkin Bridge No: 40
Route: SR 1431 Daniels Ridge Road Stream: Unnamed tributary to
South Yadkin River
Water Quality Criteria:
Yes No
Stream Crossing Blue Line On USGS r r
ORW r r
WSI r r11-
WS 11,111 OR IV, Crossing Within 0.5mi of W.S. Critical Area r r
Roadway Criteria:
Route Designation-
Yes No
Arterial Urban f r
Arterial Rural r r
Additional Site Information:
Yes No
Is a Hazardous Spill Basin Required? F r
Criteria Based Upon NCDOT "Best Management Practices for the
Protection of Surface Waters" (March, 1997).
It _ r
r n
"gUl15gUED"
4 200!
STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GovERNOR SECRETARY
PO BOX 47, SHELBY, NC 28151
March 9, 2001
Mr. Steve Lund
US Army Corps of Engineers
151 Patton Avenue, Room 143
Asheville, NC 28801-5006
Subject: Nationwide Permit #14
SR 1431, Daniels Ridge Road
Alexander County, NC
Dear Mr. Lund:
010366
I have enclosed a straight line diagram with erosion control plan, a PCN application for
NWP #14, and a location map relative to the paving project and bridge project on SR
1431, Daniels Ridge Road, Alexander County, NC.
The Division of Highways plans to pave the Daniels Ridge Road to a 20-foot width, with
total width of grading being 34 feet from ditch to ditch. The improvements will consist
of grading and paving on the existing alignment with areas of new alignment (see
enclosed aerial photograph reflecting new alignment). Equipment, such as bulldozers,
backhoes, pans, graders, paving machines, and rollers, will be used to grade and pave the
road to the current standard and typical section. The project begins on the western end of
SR 1403 and proceeds 1.9 miles to the eastern end of SR 1403. The project consists of
approximately 13 acres of DOT right of way.
PAYMENT
RECEIVED
T .
Mr. Steve Lund
Page 2 - SRI 431, Alexander County
March 9, 2001
The project proposal is to replace a 20" x 20" timber and steel bridge (Bridge #040) at
Station 52 + 25 with a 100' long double line of 137" x 87" CMPA. The project will
impact a total of 100 linear feet of an unnamed tributary to South Yadkin River. The pipe
will be placed below existing streambed elevation and disturbed areas associated with the
bridge and culvert replacement will be stabilized. Existing channel morphology will be
maintained.
The stream is classified "WS-II" waters which automatically carries with it a
supplemental classification of "High Quality Waters" (HQW). Sedimentation and
erosion control measures will be those for HQW area. Enclosed is the NC DOT
Hazardous Spill Basin Checklist for this project.
At Station 61+00 there is a spring originating between the area of old alignment and new
alignment. The roadbed and pipe of the old alignment will be left in place and the new
alignment will shift right of the spring as not to impact it.
I have conducted a survey for the threatened species (due to similarity of appearance)
listed for Alexander County, the bog turtle (Clemmys muhlenbergii), in the project area
on February 1, 2001. None were observed. The area around the spring was also
evaluated by Chris McGrath, the Non-Game Endangered Species Coordinator for the
N.C. Wildlife Resources Commission. It was determined that neither the bog turtle nor
suitable habitat was located in proposed project area. No significant effect on this species
or its habitat is anticipated.
By copy of this letter, we are asking Edward L. Ingle, Area Roadside Environmental
Engineer, to comment on the above project. By copy of this letter, we are also requesting
a concurrence letter from the Wildlife Resources Commission, US Fish & Wildlife
Service and the State Historic Preservation Office.
By copy of this letter, I am forwarding seven (7) copies of the application package to
John Dorney, NCDENR, Division of Water Quality, 401/Wetland Unit for review. A
$200.00 check is enclosed for application processing.
Your earliest consideration for this request would be greatly appreciated. If you have
any questions, please contact me at [phone].
Mr. Steve Lund
Page 3 - SRI 431, Alexander County
March 9, 2001
Sincerely,

Trish Simon
Division 12 Environmental Officer
Enclosures
cc: Mr. Michael L. Holder, P.E., Division Engineer
Mr. Mark Stafford, P.E., District 2 Engineer
Mr. Clay Lunsford, Alexander County Maintenance Engineer
Mr. Dan Holderman, Division Bridge Engineer
Mr. Ed Ingle, Area Roadside Environmental Engineer
Mr. Richard Silverman, Historic Architecture
Ms. Renee Gledhill-Earley, SHPO
Mr. Brian Cole, USF&WS
Mr. Ron Linville, NCWRC
Mr. John Dorney (7 copies)
File
010366
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). 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: N.C. Department of Transportation
2. MAILING ADDRESS: P.O. Box 47
SUBDIVISION NAME
CITY: Shelby STATE: NC ZIP CODE: 28151
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
SR 1431 Daniels Ridge Road 0.9 miles)
3. TELEPHONE NUMBER: (HOME) (WORK) [phone]
4. IF APPLICABLE: AGENTS NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
Trish Simon P.O. Box 47, Shelby NC 28151 704-480-5400
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE): LAT/LONG: 36°00'08N/81°07'25W
COUNTY: Alexander - NEAREST TOWN: Taylorsville
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.) Take Hwy 16 North
from Taylorsville turn right onto SR 1403 and foceed approximately 3.5 miles Turn right onto SR 1431.
6. IMPACTED OR NEAREST STREAM/RIVER: Unnamed tributary to South Yadkin River, Class WS-II
Waters RIVER BASIN: Yadkin
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 South Yadkin River is classified
WS-H Waters; therefore, automatically carrying the supplemental classification of High Quality Waters.
(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?
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ? NO ® 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: 13 acres of DOT Right of way
(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:
PIPE EXTENSIONS/ADDITIONS: 100 feet
LENGTH BEFORE: FT AFTER: FT
STREAM WIDTH BEFORE (based on normal high water contours): 8-10 FT
AVERAGE STREAM DEPTH BEFORE: 0.5 FT; AFTER: 0.5 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)
The project proposal is to replace a 20" x 20" timber and steel bridge (Bridge #040) at Station 52 + 25 with
a 100' long double line of 13T' x 8T' CMPA on an unnamed tributary to South Yadkin River. A total of
100 linear feet of stream channel will be impacted by the proposed project. The improvements will consist
of grading and paving on the existing alignment with areas of new alignment and will include the use of
equipment such as bulldozers, backhoes, pans, graders, paving machines, and rollers to grade and pave the
road
13. PURPOSE OF PROPOSED WORK: To upgnide an unpaved road to current raved road standards and to
replace a structurally deficient bridge to provide safe passage for the traveling Dublic.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MININ= WETLAND. IMPACTS)
N/A
I
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: Copy sent 3/9/01.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICE (SHPO)
REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY
BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: Copy sent 3/9/01.
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC
(STATE) LAND? YES X NO ? (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.
(c) WHAT IS LAND USE OF SURROUNDING PROPERTY?
(Q 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
-PROGRAK
OWNER'S/AGENTS SIGNATURE DATE
(AGENTS SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
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W.O.: 6.782307 SR 1431
ROAD NAME: Daniels Ridge Road
COUNTY: Alexander
FROM: '
WIDTH STA R/W WIDTH 6O
PROPOSED IMPROVEMENT.
Grade Base Pave
DATE
SCALE 1"=100
SHEET
NCDOT WILL REMOVE AND REPLACE EXISTING FENCES
OR WILL REMOVE AND DISPOSE OF FENCE AND
RESET WITH THE SAME TYPE OF FENCE IF
SUPPLIES ARE FURNISHED BY THE LAND OWNER.
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245.05
893.01
890.05
245.01
245.02
892.04
895.10
892.01
892.02
897.01
894.01
245.04
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Temporary Silt Ditch
Temporary Diversion --
................. .------ •----
Temporary Silt Fence T -- V1-4
-
Temporary Slope Drain with Earth Berm

Silt Basin Type A
..........
-
- VI - 8

--'
Silt Basin .................................
Type l3 ? -'---- --- VI -10

Temporary Rock Silt Check Type-A .- - VI -12
Temporary Rock Silt Check Type--B

Temporary Rock Sediment Dam Type-A --------- --- VI -16

Temporary Rock Sediment Dam Type-B _ M-N

--------- VI-18

-- VI - 20
Rock Pipe Inlet Protection o
?
.........
Rock Silt Screen ....................................... _
.. - .
•% a•
-- °==?-- -
- VI - 22
- VI 24
Stilling
Basin ------- ® VI - 26
--- --
Rock Inlet Protection:
896.01
896.02
896.03
Type A ............................... A 0-- OR •- A ) -----VI - 30
Type B .. B G-OR •• B I ----- VI - 32
Type C C FEJI-- OR " C) VI - 34
VI- I March, 1993

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STA. 9+00
18" C.M.P.
BASIN # 3
21' X11'X 4

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STA. 5+90
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20+00

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BASIN # 8
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22+00
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BASIN #7
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25+00
24+00
23+00
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INTERSECTION
OF
LONA DANIELS ROAD
SR1521
STA 21+40
18" C.M.P.
40+00
39+00
D 38+00
r.. , •
-37+00
break point
33+00
32+00
17
31+00
30+00
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24" C.M.P.
BASIN # 9
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48+00
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41+00 Cl
40+00
STA. 49+00
36" C.M.P.
BASIN # 11
34X18'X4
STA. 44+00
24" C.M.P
STA. 41+00
18 " R.C.P.
BASIN # 10
20'X70'X 4

v
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STA. 52+25
LIVE WATER
137"X80"X87'
{ DOUBLE LINED 100'
LENGTH
P
56+00
v
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7
54+00
11
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5?+00
® 51+00
50+00
STA. 56+25
24" C.MP.
BASIN # 12
25X13'Xa
STA. 63+50
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BASIN # 13
20'X10'X4
v v
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-- C 1 64+00 1
v
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61+00
60+00

STA. 61+00
LIVE WATER
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A
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BASIN # 18
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77+00

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75+00
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73+00
72+00
-Jj- V 71 +00
70+00

STA. 85+90
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BASIN # 20
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0
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Q
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7
86+00
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BASIN # 21
20'X10'X4
85+00
84+00
83+00
82+00
STA. 82+75
TURN OUT
BASIN #19
20'XICY X4
.r
90+00

Lonnie & Mildred B.
PEARSON
BK.368@ Pg. 223
- - -Propefty-Line- - -
James L. Daniels
Bk. 195@ Pg. 387
William G. Daniels
BK. 195@ PG.389
I?ou?
60+00
Lonnie & Mildred B.
Pearson
59+00
- - -P-ropeFty-tine- - -
58+00
57+00
James L. Daniels
56+00
55+00
54+00
53+00
-ProPe#?-Line- - -
52+00
William G. Daniels
51+00
50+00
a ???
Stream Crossing Narrative
Daniels Ridge Road
SR-1431
Alexander County
Work consists of upgrading existing unpaved road SR 1431,Road with areas of new
Alignment to current paved road standards. This work will include use of bulldozers,
Pans, backhoes, rollers and pavers to upgrade existing alignment and construct new
Alignment work is to be completed on 13Acres of Right of Way.
STA. 52+25 New alignment will construct (2) 13T'x 8T' C.MP. 100' in length.
Note; ALL pipes over 48" are to have headwalls upstream and riprap for 5' downstream
,On both sides of stream no riprap is to be placed in the bottom of the streambeds.
Note; All pipes larger than 36" are designed and will be constructed so that they can be
Installed approximately one foot below strcambed grade.Smaller culverts will be either
At or below streambed grade.
Note: Grading will be 34' ditch to ditch grading will be consider as heavy the road width will
Be 20' in paved width.
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in Alexander County
Mvc-009s.jpg (640x48Oxl6M jpeg)
Mvc-010s.jpg (640x48Oxl6M jpeg)
. 4.,
Downstream of Bridge #040 on SR 1431 on an unnamed tributary to the South Yadkin
River in Alexander County
?qw?o
STATE or NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY j
010366
MEMO TO: John Dorney, DENR/DWQ/401/Wetlands Unit
FROM: Trish Simon, Division 12 Environmental Officer 1 ?p91
DATE: March 9 2001
- u,y sr:? a t,?p
SUBJECT: Pre-construction Notification
,I I
Enclosed are seven copies of 'a pre-construction notification nationwide permit
application for a secondary road/bridge project in Alexander County for your review and
comments.
is I I
?MENr
;EjVED
?d