19930046 Ver 1_Complete File_20100726

State of North Carolina
Department of Environment, Health, and Natural Resources
512 North Salisbury Street * Raleigh, North Carolina 27604
James B. Hunt, Jr., Governor February 24, 1993 Jonathan B. Howes, Secretary
Mr. Roger Cates
District Engineer
N.C. Dept. of Transportation
P.O. Box 1460
Boone, N.C. 28607
Dear Mr. Cates:
Subject: Proposed fill in Wetlands or Waters
Road improvement, SR 1116
Watauga County
Project # 93046
Upon review of your request for 401 Water Quality
Certification to place fill material in acres of wetlands or
waters which are tributary to Watauga River for road improvement
located at SR 1116 in Watauga County, we have determined that the
proposed fill can be covered by General Water Quality
Certification No. 2732 issued January 21, 1992. A copy of the
General Certification is attached. This Certification may be
used in qualifying for coverage under Corps of Engineers' General
Permit No. 14.
If you have any questions, please contact John Dorney at
919-733-1786
Sincerely,
93046.1tr
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DEM Regional Office
Mr. John Dorney'
Central Files
? ? =ice
Preston Howard- Jr . P . E .
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] Fax # [phone]
An Equal Opportunity Affirmative Action Employer

MEMORANDUM
TO: John Dorney
Planning Branch
SUBJECT: WETLAND STAFF REPORT AND RECOlv1MENDATIONS
***EACH ITEM MUST BE ANSWERED (N/A-NOT APPLICABLE)4**
INITIALS:
SMIC i
Reviewer:
WQ Supv :
Date :
PERMIT_YR: 93 PERMIT-NO: 0000046 COUNTY: WA`I'AUGA
APPLICANT NAME: NC DOT - PAVE SR 1116
PROJECT TYPE: PAVE SR PERMIT-TYPE: N114
COE_1I: LOT_1I: ri304
RCD_FROM_CDA: DOT DATE_FRM_CDA: 01/20/93
REG_OFFICE: VISRO RIVER-AND-SUB-BASIN-4: W HTptkC,F1
STREAM-CLASS: is
"Tr -I-IQV?J
STR_INDEX_NO: b
WL_IMPACT? : &N t*reAw--j
WL_REQUESTED: ?
HYDRO_CNECT? : `J N
MITIGATION?: Y, NO
MITIGATION SIZE:
p cA -0'2- - Q 1
WL-TYPE: Sk r e A N`
WL_ACR_EST?: ON
WL_SCORE (1k) :
MITIGATION_`I'YPE :
IS WETLAND RATING SHEET ATTACHED?: Y,?
RECOMMENDATION (Circle One): CISSS?U)ISSUE/COND DENY
C014MENTS: ? re?ues+ -us TOr- ?-kP.. P,yi n,r
OiP A rN
Sk;r.ci C FA Je l ('or-,ca k%'%CAN loot-dcrS
-4-?•e?
% 16
lJjpr-Vptt_c w. Z Ue r (w t1 beJ ???-i-? e? A-v no More--.,, 1menc_-}S +o
-'K-Wer, oA? 4-kA r. u. ? ftt '%s Wt1re-A d. ui
,',Ae, Uist?- WAS Mc.
cc: Regional Office
Central Files

UP
VALLE CRUCIS QUADRANGLE
ITHORITY
NORTH CAROLINA
%NCH 7.5 MINUTE SERIES (TOPOGRAPHIC) 215
1 428 47 30' 1 180 000 FEET ELIZABETHTON 37 Ml. ` MOUNTAIN CITY 21 Ml.
29 1.5 M1. TO JU CTIO U.S. 421 ANO U. S. 3?I ^` 1431
432 /
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? Elk Park 5

JAMES G. MARTIN
GOVERNOR
THOMAS J. HARRELSON
SECRETARY
d.A STA7i ??
ti
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. Box 1460
Boone, N.C. 28607
January 12, 1993
Mr. Steve Chapin
U.S. Army Corps of Engineers
Regulatory Field Office
Room 75, Grove Arcade Building
37 Battery Park Avenue
Asheville, N.C. 28801
Dear Mr. Chapin:

JX-1 2 01993
I'
DIVISION OF HIGHWAYS
WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR

The Department of Transportation is scheduled to grade,
drain, base, and pave primarily along the existing roadway of
SR 1116 Watauga River Road in Watauga County during the
1992 - 1993 Fiscal Year. As part of this project, several
pipes with streams will be replaced in the same location.
The roadway follows the Watauga River and an unnamed
tributary. Therefore, we are requesting a 404 Nationwide
Permit for this project.
I am sending a roadway typical section, a straight line
sketch with the proposed erosion control, general notes on
erosion control, some erosion control standards, a plan
drawing and cross sections for three proposed encroachments
in trout water buffer zone, slope protection calculations and
cross sections for a stream from Sta 47+00 to Sta 55+00, and
a marked county map.
By copy of this letter, I am requesting Mr. Joseph H.
Mickey, Jr., N.C. Wildlife Resources Commission District
Fisheries Biologist to comment directly to you concerning the
404 Nationwide Permit request.
A request will be made for a Temporary Encroachment in
the Trout Water Buffer Zone of the Watauga River and an
unnamed tributary for this project. I am asking Mr. Mickey
to comment directly to me concerning the Trout Water Buffer
Zone Encroachment.
Also, by copy of this letter, I am requesting
authorization to proceed under Section 401 of the Clean Water
Act from the Division of Environmental Management.
An Equal Opportunity/Affirmative Action Employer

Mr. Steve Chapin January 12, 1993 Page 2
SR 1116 Watauga River Road
We would like to begin construction as soon as possible.
If further information is required, please let me know. Your
early review and consideration will be greatly appreciated.
Yours truly,
Rogld?f Cates, P.E.
District Engineer
RC:JMB
Enclosure
-,6q1 265- 5 3?o
cc: Mr. Doug Miller, P.E., Regional Engineer, DEHNR
Mr. Joseph H. Mickey, Jr., District 7 Fisheries Biologist
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. W.E. Hoke, P.E., Division 11 Engineer
Mr. Neil Trivette, Area Roadside Environmental Engineer
Mr. Martin Bolick, County Maintenance Engineer

JAMES G. MARTIN
GOVERNOR
THOMAS J. HARRELSON
SECRETARY

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. Box 1460
Boone, N.C. 28607
January 12, 1993
Mr. Steve Chapin
U.S. Army Corps of Engineers
Regulatory Field Office
Room 75, Grove Arcade Building
37 Battery Park Avenue
Asheville, N.C. 28801
Dear Mr. Chapin:
2017'3
ROUP
SECTIOtJ
DIVISION OF HIGHWAYS
WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR
The Department of Transportation is scheduled to grade,
drain, base, and pave primarily along the existing roadway of
SR 1116 Watauga River Road in Watauga County during the
1992 - 1993 Fiscal Year. As part of this project, several
pipes with streams will be replaced in the same location.
The roadway follows the Watauga River and an unnamed
tributary. Therefore, we are requesting a 404 Nationwide
Permit for this project.
I am sending a roadway typical section, a straight line
sketch with the proposed erosion control, general notes on
erosion control, some erosion control standards, a plan
drawing and cross sections for three proposed encroachments
in trout water buffer zone, slope protection calculations and
cross sections for a stream from Sta 47+00 to Sta 55+00, and
a marked county map.
By copy of this letter, I am requesting Mr. Joseph H.
Mickey, Jr., N.C. Wildlife Resources Commission District
Fisheries Biologist to comment directly to you concerning the
404 Nationwide Permit request.
A request will be made for a Temporary Encroachment in
the Trout Water Buffer Zone of the Watauga River and an
unnamed tributary for this project. I am asking Mr. Mickey
to comment directly to me concerning the Trout Water Buffer
Zone Encroachment.
Also, by copy of this letter, I am requesting
authorization to proceed under Section 401 of the Clean Water
Act from the Division of Environmental Management.
An Equal Opportunity/Affirmative Action Employer
Mr. Steve Chapin January 12, 1993 Page 2
SR 1116 Watauga River Road
We would like to begin construction as soon as possible.
If further information is required, please let me know. Your
early review and consideration will be greatly appreciated.
Yours truly,
Rogb-'r Cates, P.E.
District Engineer
RC:JMB
')uql 2'O - 5310
Enclosure
cc: Mr. Doug Miller, P.E., Regional Engineer, DEHNR
Mr. Joseph H. Mickey, Jr., District 7 Fisheries Biologist
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. W.E. Hoke, P.E., Division 11 Engineer
Mr. Neil Trivette, Area Roadside Environmental Engineer
Mr. Martin Bolick, County Maintenance Engineer

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GENERAL NOTES ON EROSION CONTROL
Silt Basin Type B's will be constructed to the dimension of
six feet by three feet by three feet unless otherwise noted
on the plans.
Where slope protection treatment is required, Section 868 and
Section 1042 of the 1990 Standard Specifications for Roads
and Structures will be followed. Any material obtained from
the project must be clean before being placed.
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 ditchline 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.

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Plpt; Ourt,t;-r ENI;RCY DISIPA'IOR:
00
0004
A pipe outlet energy disipator shall be used at pipe outlets to slow the water velocities when it
exits the pipe and flows out ditched or natural waterways. It is an apron of stone of a sufficient
thickness to protect the outlet area from scouring out and causing off site sedimentation dam-
age. Pipe outlet energy disipators should be built according to the guideline chart shown on
page 52 of this manual.
AREAS Or USE:
• Outlets of pipes and culverts to prevent from scouring.
DESIGN CRITERIA:
• In accordance with chart on page 52.
• Filter fabric, or six inch layer of gravel, shall be used under stone.
MATERIALS:
• Filter Fabric shall tneet requirements of section 1056 of Standard Specifications for

Pipe Outlet to Flat Area-
No Well-defined Channel
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W = width of apron (ft)
D = thickness of stone (in)
S = class of stone
=MPY
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STATE OF NORTH CAROLINA SUBJECT 02-5 CALCUTA- MS
PROJECT
,EPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS WATAUGA RIUEle XQAh (11liTAUCoA COUNTY
HIGHWAY BUILDING PREPARED BY DATE STATION
P. O. BOX 23201
RALEIGH. NORTH CAROLINA 27811 CHECKED BY DATE STR NO SHEET OF_

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SR 1.116 WATAUGA RIVER ROAD
STA 47+68
CROSS SECTION SECTION SHOT 1
ELEVATION -.3
DISTANCE 98
CROSS SECTION SECTION SHOT 2
ELEVATION -5.8
DISTANCE 87
CROSS SECTION SECTION SHOT 3
ELEVATION -5
DISTANCE 71
CROSS SECTION SECTION SHOT 4
ELEVATION -6
DISTANCE 48
CROSS SECTION SECTION SHOT 5
ELEVATION -8
DISTANCE 43
CROSS SECTION SECTION SHOT 6
ELEVATION -8
DISTANCE 32
CROSS SECTION SECTION SHOT 7
ELEVATION -5.7
DISTANCE 28
CROSS SECTION SECTION SHOT 8
ELEVATION -5
DISTANCE 23
CROSS SECTION SECTION SHOT 9
ELEVATION -1.5
DISTANCE 15.2
CROSS SECTION SECTION SHOT 10
ELEVATION 0
DISTANCE 0
SR 1116 WATAUGA RIVER ROAD
STA 47+68
THE ASSUMED WATER ELEVATION (EXISTING CENTERLINE = 0) IS -3
THE 1st INTERSECTION OF WATER IS AT A DISTANCE OF 92.6 FEET
THE 2nd INTERSECTION OF WATER IS AT A DISTANCE OF 18.54286 FEET
THE COMPUTED WATER AREA IS 210.3472 SQ. FT.
THE WETTED PERIMETER IS 76.23604 FEET
im ?`7 -?60
THE HYDRAULIC RADIUS = AREA OF WATER / WETTED PERIMETER
= 210.3472 / 76.23604
= 2.759157
Q= (1.49/n) X A X (R^(2/3)) X (S"(1/2))
Q = FLOW IN CUBIC FEET PER SECOND
n = CHANNEL ROUGHNESS COEFFICIENT (AVERAGE n = 0.045)
A = CROSS SECTIONAL AREA OF WATER, SQUARE FEET
R = HYDRAULIC RADIUS = A/WETTED PERIMETER, FEET
S = STREAM SLOPE, FEET PER FEET
n = .045
A = 210.3472 SQUARE FEET
R = 2.759157 FEET
S = .04 FEET PER FEET
THE COMPUTED Q = 2740.257 CUBIC FEET PER SECOND
SR 1116 WATAUGA RIVER ROAD
STA 47+68
THE ASSUMED WATER ELEVATION (EXISTING CENTERLINE = 0) IS -6
THE 1st INTERSECTION OF WATER IS AT A DISTANCE OF 48 FEET
THE 2nd INTERSECTION OF WATER IS AT A DISTANCE OF 28.52174 FEET
THE COMPUTED WATER AREA IS 30.47826 SQ. FT.
THE WETTED PERIMETER IS 20.39743 FEET
THE HYDRAULIC RADIUS = AREA OF WATER / WETTED PERIMETER
= 30.47826 / 20.39743
= 1.49422
Q= (1.49/n) X A X (R"(2/3)) X (S^(1/2))
Q = FLOW IN CUBIC FEET PER SECOND
n = CHANNEL ROUGHNESS COEFFICIENT (AVERAGE n = 0.045)
A = CROSS SECTIONAL AREA OF WATER, SQUARE FEET
R = HYDRAULIC RADIUS = A/WETTED PERIMETER, FEET
S = STREAM SLOPE, FEET PER FEET
n = .045
A = 30.47826 SQUARE FEET
R = 1.49422 FEET
S = .04 FEET PER FEET
THE COMPUTED Q = 263.7973 CUBIC FEET PER SECOND
COMPurEv Q = 2&3.7873 > au = 2-13 cr-s
57-A 47-l &8 US c- 02S E? U = -(P
SR 1116 WA,TAUGA RIVER ROAD
STA 50+00
CROSS SECTION SECTION SHOT 1
ELEVATION .9
DISTANCE 72
CROSS SECTION SECTION SHOT 2
ELEVATION -.3
DISTANCE 58
CROSS SECTION SECTION SHOT 3
ELEVATION -2.9
DISTANCE 44
CROSS SECTION SECTION SHOT 4
ELEVATION -5.6
DISTANCE 40
CROSS SECTION SECTION SHOT 5
ELEVATION -5.6
DISTANCE 35
CROSS SECTION SECTION SHOT 6
ELEVATION -2.8
DISTANCE 33
CROSS SECTION SECTION SHOT 7
ELEVATION -2.3
DISTANCE 19
CROSS SECTION SECTION SHOT 8
ELEVATION -1.3
DISTANCE 16
CROSS SECTION SECTION SHOT 9
ELEVATION -1.1
DISTANCE 14.4
CROSS SECTION SECTION SHOT 10
ELEVATION 0
DISTANCE 0
SR 1116 WATAUGA RIVER ROAD
STA 50+00
THE ASSUMED WATER ELEVATION (EXISTING CENTERLINE = 0) IS -3
THE 1st INTERSECTION OF WATER IS AT A DISTANCE OF 43.85185 FEET
THE 2nd INTERSECTION OF WATER IS AT A DISTANCE OF 33.14286 FEET
THE COMPUTED WATER AREA IS 20.42169 SQ. FT.
THE WETTED PERIMETER IS 12.84238 FEET
so f 00
THE HYDRAULIC RADIUS = AREA OF WATER / WETTED PERIMETER
= 20.42169 / 12.84238
= 1.59018
Q= (1.49/n) X A X (R"(2/3)) X (S"(1/2))
Q = FLOW IN CUBIC FEET PER SECOND
n = CHANNEL ROUGHNESS COEFFICIENT (AVERAGE n = 0.045)
A = CROSS SECTIONAL AREA OF WATER, SQUARE FEET
R = HYDRAULIC RADIUS = A/WETTED PERIMETER, FEET
S = STREAM SLOPE, FEET PER FEET
n = .045
A = 20.42169 SQUARE FEET
R = 1.59018 FEET
S = .04 FEET PER FEET
THE COMPUTED Q = 184.2438 CUBIC FEET PER SECOND
SR 1116 WATAUGA RIVER ROAD
STA 50+00
THE ASSUMED WATER ELEVATION (EXISTING CENTERLINE = 0) IS -2
THE 1st INTERSECTION OF WATER IS AT A DISTANCE OF 48.84616 FEET
THE 2nd INTERSECTION OF WATER IS AT A DISTANCE OF 18.1 FEET
THE COMPUTED WATER AREA IS 41.41577 SQ. FT.
THE WETTED PERIMETER IS 33.15353 FEET
THE HYDRAULIC RADIUS = AREA OF WATER / WETTED PERIMETER
= 41.41577 / 33.15353
= 1.249212
Q= (1.49/n) X A X (R"(2/3)) X (S"(1/2))
Q = FLOW IN CUBIC FEET PER SECOND
n = CHANNEL ROUGHNESS COEFFICIENT (AVERAGE n = 0.045)
A = CROSS SECTIONAL AREA OF WATER, SQUARE FEET
R = HYDRAULIC RADIUS = A/WETTED PERIMETER, FEET
S = STREAM SLOPE, FEET PER FEET
n = .045
A = 41.41577 SQUARE FEET
R = 1.249212 FEET
S = .04 FEET PER FEET
THE COMPUTED Q = 318.1219 CUBIC FEET PER SECOND
COQ PUT760 Q = 3/$. /2/q > 6?ZS = 213 CFS
.5 7r4 5-0 t60 use (!Z2s 6660 = - 2.
SR 1116 WATAUGA RIVER ROAD
STA 51+00
CROSS SECTION SECTION SHOT 1
ELEVATION -.5
DISTANCE 75
CROSS SECTION SECTION SHOT 2
ELEVATION -.9
DISTANCE 60
CROSS SECTION SECTION SHOT 3
ELEVATION -2.5
DISTANCE 48
CROSS SECTION SECTION SHOT 4
ELEVATION -4
DISTANCE 43
CROSS SECTION SECTION SHOT 5
ELEVATION -5.8
DISTANCE 38
CROSS SECTION SECTION SHOT 6
ELEVATION -5.8
DISTANCE 33
CROSS SECTION SECTION SHOT 7
ELEVATION -4.5
DISTANCE 30
CROSS SECTION SECTION SHOT 8
ELEVATION -3.7
DISTANCE 24
CROSS SECTION SECTION SHOT 9
ELEVATION -.3
DISTANCE 18
CROSS SECTION SECTION SHOT 10
ELEVATION 0
DISTANCE 0
SR 1116 WATAUGA RIVER ROAD
STA 51+00
THE ASSUMED WATER ELEVATION (EXISTING CENTERLINE = 0) IS -3
THE 1st INTERSECTION OF WATER IS AT A DISTANCE OF 46.33333 FEET
THE 2nd INTERSECTION OF WATER IS AT A DISTANCE OF 22.76471 FEET
THE COMPUTED WATER AREA IS 38.64903 SQ. FT.
a...r va.?uau• VuVL iJ A. V • V Y /n
S IZf4 S l \e'}/'''oo
THE HYDRAULIC RADIUS = AREA OF WATER / WETTED PERIMETER
= 38.64903 / 24.53673
= 1.57515
Q= (1.49/n) X A X (R"(2/3)) X (S"(1/2))
Q = FLOW IN CUBIC FEET PER SECOND
n = CHANNEL ROUGHNESS COEFFICIENT (AVERAGE n = 0.045)
A = CROSS SECTIONAL AREA OF WATER, SQUARE FEET
R = HYDRAULIC RADIUS = A/WETTED PERIMETER, FEET
S = STREAM SLOPE, FEET PER FEET
n = .045
A = 38.64903 SQUARE FEET
R. = 1.57515 FEET
S = .04 FEET PER FEET
THE COMPUTED Q = 346.4896 CUBIC FEET PER SECOND
cOM M7'EA Q=7 346,40rfG > o2s = 213 CF-5
S_Cp 67l-?0 0 GISE Qzs 6 LE 0 = - 3
SR 1116 WATAUGA RIVER ROAD
STA 51+00
THE ASSUMED WATER ELEVATION (EXISTING CENTERLINE = 0) IS -3.5
THE 1st INTERSECTION OF WATER IS AT A DISTANCE OF 44.66667 FEET
THE 2nd INTERSECTION OF WATER IS AT A DISTANCE OF 23.64706 FEET
THE COMPUTED WATER AREA IS 27.50197 SQ. FT.
THE WETTED PERIMETER IS 21.78251 FEET
THE HYDRAULIC RADIUS = AREA OF WATER / WETTED PERIMETER
= 27.50197 / 21.78251
= 1.262571
Q= (1.49/n) X A X (R^(2/3)) X (S^(1/2))
Q = FLOW IN CUBIC FEET PER SECOND
n = CHANNEL ROUGHNESS COEFFICIENT (AVERAGE n = 0.045)
A = CROSS SECTIONAL AREA OF WATER, SQUARE FEET
R = HYDRAULIC RADIUS = A/WETTED PERIMETER, FEET
S = STREAM SLOPE, FEET PER FEET
n = .045
A = 27.50197 SQUARE FEET
R = 1.262571 FEET
S = .04 FEET PER FEET
THE COMPUTED Q = 212.7509 CUBIC FEET PER SECOND
SR 1116 WATAUGA RIVER ROAD
STA 52+56
CROSS SECTION SECTION SHOT 1
ELEVATION 1
DISTANCE 44
CROSS SECTION SECTION SHOT 2
ELEVATION .3
DISTANCE 34
CROSS SECTION SECTION SHOT 3
ELEVATION -5.2
DISTANCE 28
CROSS SECTION SECTION SHOT 4
ELEVATION -5.2
DISTANCE 21
CROSS SECTION SECTION SHOT 5
ELEVATION -4.7
DISTANCE 19
CROSS SECTION SECTION SHOT 6
ELEVATION .7
DISTANCE 15
CROSS SECTION SECTION SHOT 7
ELEVATION 0
DISTANCE 0
SR 1116 WATAUGA RIVER ROAD
STA 52+56
THE ASSUMED WATER ELEVATION (EXISTING CENTERLINE = 0) IS -3
THE 1st INTERSECTION OF WATER IS AT A DISTANCE OF 30.4 FEET
THE 2nd INTERSECTION OF WATER IS AT A DISTANCE OF 17.74074 FEET
THE COMPUTED WATER AREA IS 23.01037 SQ. FT.
THE WETTED PERIMETER IS 14.43291 FEET
THE STREAM SLOPE IS .04
THE HYDRAULIC RADIUS = AREA OF WATER / WETTED PERIMETER
= 23.01037 / 14.43291
= 1.594299
Q= (1.49/n) X A X (R^(2/3)) X (S"(1/2))
?/ri -c 1 ?%LJ
n = CHANNEL ROUGHNESS COEFFICIENT (AVERAGE n = 0.045)
A = CROSS SECTIONAL AREA OF WATER, SQUARE FEET
R = HYDRAULIC RADIUS = A/WETTED PERIMETER, FEET
S = STREAM SLOPE, FEET PER FEET
n = .045
A = 23.01037 SQUARE FEET
R = 1.594299 FEET
S = .04 FEET PER FEET
THE COMPUTED Q = 207.9571 CUBIC FEET PER SECOND
.
SR 1116 WATAUGA RIVER ROAD
STA 52+56
THE ASSUMED WATER ELEVATION (EXISTING CENTERLINE = 0) IS -2.2
THE 1st INTERSECTION OF WATER IS AT A DISTANCE OF 31.27273 FEET
THE 2nd INTERSECTION OF WATER IS AT A DISTANCE OF 17.14815 FEET
THE COMPUTED WATER AREA IS 33.72391 SQ. FT.
THE WETTED PERIMETER IS 16.6124 FEET
THE HYDRAULIC RADIUS = AREA OF WATER / WETTED PERIMETER
= 33.72391 / 16.6124
= 2.030045
Q= (1.49/n) X A X (R"(2/3)) X (S"(1/2))
Q = FLOW IN CUBIC FEET PER SECOND
n = CHANNEL ROUGHNESS COEFFICIENT (AVERAGE n = 0.045)
A = CROSS SECTIONAL AREA OF WATER, SQUARE FEET
R = HYDRAULIC RADIUS = A/WETTED PERIMETER, FEET
S = STREAM SLOPE, FEET PER FEET
n = .045
A = 33.72391 SQUARE FEET
R = 2.030045 FEET
S = .04 FEET PER FEET
THE COMPUTED Q = 358.0514 CUBIC FEET PER SECOND
COMPUTEb 0,= 35, 5. 0,514 ? Q2S = 2-13 Srh 5Z-FS6 usc- Qzs E6GU= _2, 2

SR 1116 WATAUGA RIVER ROAD
STA 53+32
CROSS SECTION SECTION SHOT 1
ELEVATION .4
DISTANCE 47
CROSS SECTION SECTION SHOT 2
ELEVATION -1
DISTANCE 37
CROSS SECTION SECTION SHOT 3
ELEVATION -2
DISTANCE 32
CROSS SECTION SECTION SHOT 4
ELEVATION -5
DISTANCE 29
CROSS SECTION SECTION SHOT 5
ELEVATION -5
DISTANCE 21.4
CROSS SECTION SECTION SHOT 6
ELEVATION .6
DISTANCE 13
CROSS SECT ION SECTION SHOT 7
ELEVATION 0
DISTANCE 0
SR 1116 WATAUGA RIVER ROAD
STA 53+32
THE ASSUMED WATER ELEVATION (EXISTING CENTERLINE = 0) IS -3
THE 1st INTERSECTION OF WATER IS AT A DISTANCE OF 31 FEET
THE 2nd INTERSECTION OF WATER IS AT A DISTANCE OF 18.4 FEET
THE COMPUTED WATER AREA IS 20.2 SQ. FT,.
THE WETTED PERIMETER IS 14.03398 FEET
THE STREAM SLOPE IS .04
THE HYDRAULIC RADIUS = AREA OF WATER / WETTED PERIMETER
= 20.2 / 14.03398
= 1.439364
0= (1.49/n) X A X (R"(2/3)) X (S"(1/2))
Q = FLOW IN CUBIC FEET PER SECOND -D(ft ?-
n = CHANNEL ROUGHNESS COEFFICIENT (AVERAGE n = 0.045)
A = CROSS SECTIONAL AREA OF WATER, SQUARE FEET
R = HYDRAULIC RADIUS = A/WETTED PERIMETER, FEET
S = STREAM SLOPE, FEET PER FEET
n = .045
A = 20.2 SQUARE FEET
R = 1.439364 FEET
S = .04 FEET PER FEET
THE COMPUTED Q = 170.5306 CUBIC FEET PER SECOND
SR 1116 WATAUGA RIVER ROAD
STA 53+32
THE ASSUMED WATER ELEVATION (EXISTING CENTERLINE = 0) IS -2
THE 1st INTERSECTION OF WATER IS AT A DISTANCE OF 32 FEET
THE 2nd INTERSECTION OF WATER IS AT A DISTANCE OF 16.9 FEET
THE COMPUTED WATER AREA IS 34.05 SQ. FT.
THE WETTED PERIMETER IS 17.25097 FEET
THE HYDRAULIC RADIUS = AREA OF WATER / WETTED PERIMETER
= 34.05 / 17.25097
= 1.973802
Q= (1.49/n) X A X W(2/3)) X (S"(1/2))
Q = FLOW IN CUBIC FEET PER SECOND
n = CHANNEL ROUGHNESS COEFFICIENT (AVERAGE n = 0.045)
A = CROSS SECTIONAL AREA OF WATER, SQUARE FEET
R = HYDRAULIC RADIUS = A/WETTED PERIMETER, FEET
S = STREAM SLOPE, FEET PER FEET
n = .045
A = 34.05 SQUARE FEET
R = 1.973802 FEET
S = .04 FEET PER FEET
THE COMPUTED Q = 354.8052 CUBIC FEET PER SECOND
c044 puM0 Q _ .354, 90.5 2 > 0zs = 213 cis
57-
A 534 3 0 u.S C Q2 s E& V= - 2

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5R 1116 WATAQGA RIvrtz ROAD
GRADE I ARAINi MSE I AND PAVP,
LEN&TW : 1.91 MILIr
WATAUGd 7aWNSHl1°
WATAU6ta COUNTY
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