19960914 Ver 1_Complete File_19960919

State of North Carolina
Department of Environment,
Health and Natural Resources A-;k • •
Division of Water Quality 10 James r., Governor p EH N F=1
Jonathan B B. . Fb Howes, Secretary
A. Preston Howard,Jr.,P.E.,Director
October 7, 1996
Henderson County
DWQ Project # 960914
APPROVAL of 401 Water Quality Certification
Mr. J. Swain, Jr.
N.C. Dept. of Transportation
P.O. Box 5189
Horse Shoe, NC 28742
Dear Mr. Swain:
You have our approval to place fill material in 0.15 acres of wetlands or waters for the purpose of
widening at SR 1572, as you described in your application dated 12 September 1996. After reviewing your
application, we have decided that this fill is covered by General Water Quality Certification Number 2674.
This certification allows you to use General Permit Number 030 when it is issued by the Corps of
Engineers.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application. For this
approval to be valid, you must follow the conditions listed in the attached certification. In addition, you
should get any other federal, state or local permits before you go ahead with your project.
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, P.O. Box 27447, Raleigh, N.C. 27611-7447. 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,
on Howard, Jr. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
960914.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
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STATE OF NORTH CAROLINA
DEPARTMENT OF 1PANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
Mr. Steve Chapin
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 143
Asheville, N.C. 28801
DIVISION OF HIGHWAYS
P.O. Box 5189,
Horse Shoe, N.C. 28742
September 12, 1996
SUBJECT: SR 1572, Kyles Creek Road
Grading and Paving
Henderson County
Dear Mr. Chapin,
RECEIVED
SEr 1 91996
ENVIRONMENTAL SCIENCES
.,r?H
1°'?s
GARLAND B. GARRETT JR.
SECRETARY
11
60'1'
4
Please find enclosed herewith erosion control plans, an application form for a Nationwide Permit, and a
county map section locating SR 1572, Kyles Creek Road, in Henderson County. SR 1572 is a gravel road
that we propose to clear, grub, grade, replace/extend pipes, and pave for a distance of 1.3 miles. Grading
will be moderate to heavy.
We are requesting permission to replace and extend pipes in live streams noted on plans at survey stations
10+00, 10+40, 11+50, 14+95, 17+00, 27+50, 29+20, 30+85 Rt., 37+50, 41+20, 65+25, and 66+30. Pipes
will be replaced using our standard method of pipe installation described in the erosion control plans.
NCDOT "Best Management Practices for Protection of Surface Waters" and proper phasing of erosion
control items will be used to minimize and control sedimentation and erosion.
By copy of this letter to Mr. Richard Phillips, P. E. (DEHNR) we are requesting a variance to work in the
Trout Water Buffer Zone at locations described as follows:
STREAM STATION RANGE LOCATION
Kyle's Creek 0+50-1+00 Lt.
Trib. to Kyle's Creek 11+70-13+50 Rt.
Trib. to Kyle's Creek 26+50-30+75 Rt. .
Kyle's Creek 32+25 - 32+75 Rt.
Kyle's Creek 38+00 - 39+50 Rt.
Kyle's Creek 39+85 - 41+20 Rt.
Kyle's Creek 50+00-52+00 Lt.
.J
Mr. Steve Chapin
Page 2
September 12, 1996
Please note that we do not propose to disturb fill slopes in these locations with the exception of pipe
placement/replacement as indicated on the attached erosion control plans. We are requesting that Mr.
Phillips approve our request for said variance when he receives the required comments from Mr. E. L.
Ingle, Area Roadside Environmental Engineer, and Mr. David Yow, N. C. Wildlife Resources Commission.
Due to steep rock cut slopes alongside stations 30+75 - 33+50 Rt. (Site 1), and 32+75 - 33+50 Rt. (Site 2)
we are requesting permission to relocate the channel of Kyle's Creek alongside said station ranges. We are
also requesting permission to relocate the channel of Kyle's Creek alongside stations 64+50 - 65+25 Lt.
(Site 5) due to the proposed alignment and steep cut slopes right of stations 64 +50 - 65+25. A straight line
type plan diagram, cross sections, and site sketches for Sites 1,2, and 5 are attached.
In addition to the proposed channel relocations, we are requesting permission to place fill material in the
trout water buffer zone in three locations as follows: Sta. 33+50 - 35+00 Rt. (Site 3), Sta. 39+50 - 39+85
Rt., Sta. 61+50 - 64+50 Lt., (Site 4). Placement of fill material at sta. 33+50 - 35+00 Rt. (Site 3), and Sta.
39+50 -39+85 Rt. is necessary to stabilize eroding Kyle's Creek stream banks. Placement of fill material at
survey station range 61+50 - 64+50 Lt. is necessary due to the steep cut slopes right of Sta. 61+50 - 64+50
Lt. and the location of a driveway as indicated by the sketch for Sites 4 and 5 . Proposed cross section,
straight line diagram, and site sketch for Sites 4 and 5 are attached.
By copy of this letter, we are asking Mr. David Yow, N.C. Wildlife Resources Commission, to comment
directly to the Corps of Engineers concerning the Nationwide Permit request and Mr. Phillips, DEHNR,
concerning the trout water buffer zone variance. Upon review for the Corps of Engineers we are requesting
that Mr. Yow forward a copy to us (NCDOT) as well.
By copy of this letter, we are also asking Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT),
to comment directly to us on the above project and Mr. Phillips, DEHNR, concerning the trout water buffer
zone variance.
Also by copy of this letter, authorization to proceed under section 401 of the Clean Water Act is being
requested from Mr. Eric Galamb, Division of Environmental Management.
Your earliest consideration for this request would be appreciated. If any further information is needed,
please contact me or Mr. C. E. Dumas, Jr., Assistant District Engineer, at (704) 891-79M.
J. ain, Jr., P. E.
i ct Engineer
JJS/CED/ng
attachment
cc: Mr. Richard Phillips, P.E. , Regional Engineer DEHNR
Mr. E.L. Ingle, Area Roadside Environmental Engineer
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. David Yow, District Fisheries Biologist, NCWRC
Mr. S. A. Brittain, County Maintenance Engineer
M?
D ID:. n 1 4 :.... _..ACTION
ID:
Nationwide Pen-nit Requested (Provide Nationwide Permit ?/
JOINT FORM FOR
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER WATER QUALrrY PLANNING
CORPS OF ENGINEERS DIVISION OF ENVIRONMENT°°-
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRO ' s
P.O. Box 1890 AND NATURAL RESOURCES s #''
Wilmington, NC 28402.1890 P.O. Box 29535 t
ATTN: CESAW CO-E Raleigh, NC 27626-0535 ! SEP 1 9 19%
Telephone [phone] ATT1MR. JOHN DORNEY
Telephone [phone] WETLA@SC
ONE (1) COPY OF THIS COI QLETED APPLICATION SHOULD BE SENT TO TBE4CORPS OF tN?S.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DrVISION OF ENVIRONMENTAL MANAGEMENT
PLEASE PRINT. _
1. Owners Name: 1)07
2. Owners Addrass: /moo, R6 aC 518 A/orSc: /V. . 2 z
3. Owners Phone Number (Home): (Work):
4. If Applicable: Agent's name or responsible corporate official, address, phone number.

ie S S - K , e 2-5
5. Location of work (MUST ATTACH MAP).
Nearest Town or City: - Henon ???'!le
Specific Location'(Inciude road numbers, landmarks, etc.):
C2 61"S161-7ce d/ /, nl:.
7- 7"
-5R 1572
e ? - C, / ene- /,,.See elee /
6. Name of Closest Stream/River. Vle "S ewe e- A ?
7. River Basin:
j'o a&,' /`'.I ? e..-
Is this project located in a watershed classified Trou SA, HQW, ORW, WS I, or WS I1? YES ( yam NO ( )
9. Have any Section 404 permits been previously requested for use on this progeny? YES (] NO (4--
If ycs, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: ©• 344 c,
11. Number of acres of waters of the U.S.. including wetlands, impacted by the proposed project:
Filled:
Drained:
Flooded.
Excavated: D. 9 a c .
Total Impacted i?• 15--ac,

r
f2. Description of proposed work (Attach PLANS-8 12" X 11" drawings only): l? I??Ql7 c2 i7
it ?e
;Ze ?
•'r ?S'r ?e?,q ?_y 7r?
13. Purpose of proposed work, Ste' e / Z
14. taken to State rnitiitnireasonsu wewhytlanthed applicant nt believes that tl?js
ta ar 'vity m t be carried out in wetlands. Also, note measures
_a - 17 s
15. You are required to contact the U.S. Fish and Wtldiife Service
. ) regarding the presence or any Federally listed orproposed for Slistin endangered ered or tthhrea one speciei o Service
habitat in the permit area that may be affected by the listing 8 tcned species or critical
y proposed project. Have you done so? YES [ NO [
RESPONSES FROM TIM USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
15. You are required to contact the State Histbric Preservation Officer (SHPO) regarding the presence o histori
properties in the permit area which maybe affected by the proposed project? Have you done so? YES [NO c
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, acid lakes on the property,
B. If available, rcpresentadve photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the
delineation line.
D. If a stormwater management plan is required for this project, attach
E. What is land use of surrounding property? /?ur?? ?es V --el
If applicable, what is proposed method of se
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IENDERSON COUNTY
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DETA. ILS AND
.....SPEC I ' FICATIONS
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
JBJECT SR 5-72 KYLE S CREEK -RD.)
XATION'8 E61N AT THE INTERSECTION OF 5R Is73 ARID SR 1572 ANN) C'w&pVUE N
Nol?fNERy I]1?Et7;DJ? r-02 -rH E -DISrA NL.t?; ©r= 68-,50' TO. TNt ENS ?
?i:ose?r
'ORKT`1-PE GRADE', -DRIVEN, /ABC, --PAVE
AND ERas? O/V c0lvrRpL
'ORK ORDER PRIORITY
OUNTY HE DE R S Old RIGHT OF WAY
ATE SCALE 1 ? ? t / 0? !
OTES A PORT I DN OF Ty/s RDAD HAS BEE&I vvoRE:ED uA/DE A Z?4
APP?D)clMA.TELY FREM& STA71DA! Ze f 33 To RAH RDOIlS SEC7/At
*371-8(1.
so'-oRIGHT OF WAY
6'--0' 18'-A
SHOULDER PAVEMENT SHOULDER, DITCH
1-PER FT. V4 it T. I V4 iFT. YPER Fr. 5?0?1
S?Olt I T:1 y
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RESIDENTIAL COLLECTOR ROAD
o'-61
STBC OR ABC
EROSION CONTROL
DETAILS AND
SPECIFICATIONS
Z
Std. # D s .rioter Symbol
°
Pipe Outlet Dissipator ........................... oo 0
245.03 Temporary Silt Ditch 0000
245.05 Temporary Diversion
893.01 Temporary Silt Fence _- --------
890.05 Temporary Slope Drain with Earth Berm 4 4
.......... --------
245.01 Silt Basin Type A
245.02 Silt Basin Type B •-.--•---.-----••.• .•-.----•- _0 -----_-- ___
.._........................................ ?.
892.04 Temporary Rock Silt Check Type-A _ ------------
895-10 Temporary Rock Silt Check Type-B ............ ------------
892.01 Temporary Rock Sediment Dam Type-A
892.02 Temporary Rock Sediment Dam Type-B
897.01 Rock Pipe -Inlet Protection ........... •:-•_:-
894.01 Rock Silt Screen ........ -................ ................. ------------
245-04 Stilling Basin
Rock" Inlet Protection:
896.01 Type A ............ A FE11 -- OR- A
896.02 Type B ----•----••-------------------- B - OR - B? -----
896.03 Type C ............................... C : OR - C? ----
Rip Rap Class "B" ................ 00 00 0
0 00 00
Ditch liner Class "A" ............ x x x
xxx
Note: Type B Silt Basins will be used in conjunction with A Terprary Rock Silt Check -
Type B unless otherwise specified.
CI-IANNM LININGS Al pl'
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jX' 1.•, •1 i ,
U E) to
VII than l? 'and Fless -..than 5%,.'•.;
er.thail 5y ,...:.•,: °ti:`?':,.;: .1,...,.,. ;
great
41
JZecarrinended `IreaLment
straw. and tack
fiberglass roving or higher velocity
excelsior
rip rap

thicluiess and filter cloth can be
Notes: rap class' size,
determined'by..District Engineer
3
!; !
-.;.channels should be excavated sufficiently to allow placement
r'- of *the rip. rap in a maruier such that the finished inside
:? :;_: N :•i:: ?1 design
_° . _-_.:_ ,a;,»An?; nns and grade of the rip rap meet

Silt Basin Sizes
I 7?
2T
Silt Basin - 1
(S.B. 7)
-3)

2T?

Length of Disturbed Area = 100'
Length of Disturbed Area = 200'
Length of Disturbed Area = 300'
Length of Disturbed Area = 400'
Silt Basin - 4
(S.B. 28)
*Basin Sizes based on 600 cubic feet of storage per acre. Basins to be cleaned
out after every storm event and when basins are half full.
Silt Basin - 2
(S.B. 14)
Silt Basin - 3
(S.B. 21)
3
6-
PIPE INSTALLATION
All pipe installed on the project will be installed using the standard method of pipe
installation - Method "A", Standard No. 300.01 of the NCDOT - "Roadway Standard
Drawings"
All pipes shall be laid in accordance with Section 300 of the North Carolina Department of
Transportation "Standard Specifications for Roads and Structures", July, 1995. Pipes will
be installed in the dry wherever possible.
Pipes laid in streams large enough to support trout will be installed six (6) inches below the
stream bed to allow the bottom of the pipe to silt over so that trout movement will be over
a natural stream bed.
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ENGLISH STANDARD DRAWING FOR
METHOD OF PIPE INSTALLATION
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SECTION 1042
RIP RAP MATERIALS
1042-1 PLAIN RIP RAP.
Stone for plain rip rap shall consist of field stone or rough unhewn quarry stone. The
stone shall be sound, tough, dense, resistant to the action of air and water, and suitable in all
other respects for the purpose intended. Where broken concrete from demolished structures
or pavement is available, it may be used in place of stone provided that such use meets with
the approval of the Engineer. However, the use. of broken concrete which contains
reinforcing steel will not be permitted.
All stone shall meet the approval to the Engineer. While no specific gradation is
required, the various sizes of the' stone shall be equally distributed within the required size
range. The size of an individual stone particle will be deterniined by measuring its long
dimension.
Stone or broken concrete for Rip Rap shall meet the requirements of Table 1042-1 for the
class and size distribution.
TABLE 1042-1
ACCEPTANCE CRITERIA FOR RIP RAP
AND STONE FOR EROSION CONTROL
REQUIRED STONE SIZES - INCHES
CLASS MINIMUM MIDRANGE MAXIMUM
A 2 4 6
B 5 8 12
1 5 10 17
2 9 14 23
No more than 5.0% of the material furnished can be less than the minimum size specified
nor no more than 10.0% of the material can exceed the maximum size specified.

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77

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
HIGHWAY BUILDING
P. O. BOX 25201
RALEIGH. NORTH CAROLINA 27611
SUBJECT / Vle '? ?? R04
PREPARED BY DATE / //0A
CHECKED BY DATE

PROJECT
COUNTY
STATION
STR NO SHEET OF_
w-v I
STATE `OF NORTH CAROLINA 5-10 X572 ?T
SUBJECT - PROJECT
DEPARTMENT OF TRANSPORTATION j / 7-1-
DIVISI N OF HIGH YS COUNTY
O WA
HIGHWAY BUILDING
P. 0. BOX 25201
RALEIGH. NORTH CAROLINA 27511
PREPARED BY C DATE STATION
CHECKED BY DATE STR NO SHEET OF_
STATL: OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
HIGHWAY BUILDING
P, O. BOX 25201
RALEIGH. NORTH CAROLINA 27611
SUBJECT /? / A
r
PREPARED BY DATE ?? 9G
Z7
PROJECT
COUNTY
STATION
CHECKED BY DATE STIR NO SHEET_ OF_
2YV-v I
STAT,F. OF NORTH CAROLINA SUBJECT PROJECT
DEPARTMENT OF TRANSPORTATION Ile ?J
DIVISION OF HIGHWAYS COUNTY
HIGHWAY BUILDING
PREPARED BY ? DATE STATION
P. O. BOX 25201 7
RALEIGH. NORTH CAROLINA 27611 CHECKED BY DATE STR NO SHEET OF_.

EXAM PL E
GIVEN :
DRRINRGE RRE17 32 RCRES RURAL
&-/. 2
WER FROM CIMRT /00.2630c 25 C., -515
CORRECTS 050 = 25 X / 3 = 33 C-A5.
T4
2

Q
L
Q
ILI
r
C 200.4
DMIA696E RREA 5HRPE PARAMETER
CORR,FCTION f R CTORS
NORTH CRROLINR 5TRTE H16HWRY COMM155ION
JRN, 1973

/'00,7.2
c
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onQ1?
Zo ??
O
w
Y_G
30

Example
C71YES:
HYDROLOGIC CONTOUR 50
ORMNRGE RREq 35 f1G
% AORE5T 7,0 9'c
R/YSWER FROh1 CWT Q.50 = 25 CFA
C6WRECTEO Q3o=25x0.54= 21.0 CF. /Gb
. , X05 80

o *70
p -
l
1100, too
- 50

"0
.? 40
101, 0.9
!.0
20
o ??? ? 1' 2 0

? 5 !•35 v O
o ?
4 a

V ?
5
p 3

1.4
142
O
DR91NR69 RRER COVER RR,WTER
?
CT095
CORRECTION
NORTH CAROLINiq 5TATE HIGHWAY COlYM15510IV
JRN l9T?
0 Zoo..
31

VVEN: 50
HYCROL061C CON704IR 5.0
"
REf? s .?2 AACRES
S
0-5 V 6 R
W R 030 25 C.f 5. 20 000
1 ,
,.
000000
cbo 4
1, 000 2
FIC
j COQ l
O (o J 500 Q
o •5 z 200 400 ?
V ? 3Gb ?
Szz
lAD ? - top ?
V ?, 5? `mac -? h 50 Q
0 4 ? 100
25
p 3.5 20? 50
X40
3 /D 3? Q
2 5 20
C?Z FROOR5 o, ?o 15
Q-5 OWE 0 x 0.39 3 !o
(210 r n N 0.55 _,. 2
0 25 tt ?r m O, 76- S
Q 100 m of v 1, 21 4
pzov ss 3
Q 600 i. 2
/.5
RUNOFF FRo4f RURAL AREH5 Up TO 50 5Q, MIL E.5
5T? H16#!'URY COMhfI5514N
NORT9 CRROL.T/YAN,
R 73 o .r o 0. ,2
32