19960010 Ver 1_Complete File_19960111

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
A&4
C) EHNFi
January 22, 1996
Henderson County
DEM Project # 960010
APPROVAL of 401 Water Quality Certification
Mr. J. J. Swain, Jr., P.E.
N.C. Dept. of Transportation
P.O. Box 5189
Horse Shoe, N.C. 28742
Dear Mr. Swain:
You have our approval to place fill material in 0.01 acres of wetlands or waters for the purpose of
widening SR 1800, Deep Gap Loop Road, as you described in your application dated 2 January 1996 .
After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 2735. This certification allows you to use Nationwide Permit Number 031 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. i I j,
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 Environmental Management under Section
401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-
1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
-;JET Dorne?
Central Files
Sincerely,
1
ston Howard, Jr. P.E.
IJ
960010.1tr
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
r

StATE
aw.
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
DIVISION OF HIGHWAYS
P. O. Box 5189
Horse Shoe, NC 28742
January 2, 1996
Mr. Steve Chapin
U. S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 143
Asheville, NC 28801
SUBJECT: Proposed Culvert Extension
SR 1800, Deep Gap Loop Road
Henderson County
Dear Mr. Chapin,
10 00th
GARLAND B. GARRETT J R.
SECRETARY
401 ISSUED
Please find enclosed herewith erosion control plans, an application form for a Nationwide Permit and a
county map section locating SR 1800, Deep Gap Loop Road, in Henderson County. SR 1800 is a gravel
road that we propose to clear, grub, grade, pave, and replace/extend pipes for a distance of 1.03 miles.
Grading will be moderate.
We are requesting permission to replace and extend a pipe in a live stream as noted on the plans at survey
station 52+50. The pipe 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, we are asking Mr. David Yow, N. C. Wildlife Resources Commission, to comment
directly to the Corps of Engineers concerning the Nationwide Permit request. 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.
RECEIVED
JAN 91996
"IROWK-NrAI SCIENCES
BMNCH
.r

Mr. Steve Chapin
Page 2
January 2, 1996
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 Mr. Chuck Dumas, Assistant District Engineer at 704-89111.
3in,-Tr, P. E.
Engineer
JJS/CED/ng f
Attachment
cc: 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
Dal ID:, ACTION ID: .
Nationwide Permit 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 QUALITY PLANNING
CORPS OF ENGINEERS - DIVISION OF ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, HEALTH,
P.Q. Box 1890 AND NATURAL RESOURCES 401 ISSUE'),
Wilmington, NC 28402.1890 P.O. Box 29535
ATTN: CESAW-CO-E Raleigh, NC 27626-0535
Telephone [phone] AM MR. JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT_
PLEASE PRINT, -7-
1. Owners Name: . ?. /?, /
2. Owners Address: ,FO ' 8 9 1101'-5e v e 74Z-
3. Owners Phone Number (Home): (Work):L,0¢989/.7 7?/?
4. If Applicable: Agent's name or responsible corporate offzcial, address, phone number;
e.5, s 6 d?"w e .,? ' ??' o e-
5. Location of work (MUST ATTACH MAP). County:. 11er711e
Nearest Town or City: • .? i??` ??
Spec' a Location'(Include road numbers, landmarks, etc.): a /,'n a 7` e 11171e.l- $e e- 0,i
m J% 9 9 -a n SIF /SO d
ll i /7 a ,? S ?e r ? GYM / ?°L' , cn
6. Name of Closest S annlRiv=-. Q?e o l??rr> r /?'? e r
7. Rivcr Basin: 1-7 ? e ?e {
8. U this project located in ate hed classified rou SA, HQW, ORW, WS I, or WS II? YES [q- NO [ ]
9. Have any Section 404 permits been previously'requested for use on this property? YES [ J NO
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: d 0
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled: ?. b
Drained:
Flooded: In]
Excavated: -
Total Impacted: ©. D / JAN 1 I S?
12. Desc 'ption of propos
,F
? a
13. Purpose of proposed N
(Attach PL-8 1R"
o n ? Jfa

I" drawings only): A IWel? die ./80 D

14. State reasons why tine applicant believes th &,f is tivity m t be carried out in wetlands. Also, note measures
taken to minim Welland impacts. Sec' rn S
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service
(NMFS) regarding the presence or any Federally listed orproposed for listing endangered or ihrr?tcncd speci r critical
habitat in the permit area that may be affected by the proposed project. Have you done so? YES C NO C ]
RESPONSES FROM TBE USFWS AND/OR NMFS SI4OULD BE FORWARDED TO CORPS.
16. You are required to contact the State Historic Preservation Officer (SHPQ) regarding the presence of historic
properties in the permit area which maybe affected by the proposed project? Have you done so? YESLl-
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS. [ NO j )
17. Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, abd lakes on the property.
B. If available, representative 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 co Y
E. What is land use of surrounding property
l If applicable, what is proposed method of
M
TA- ILS ANA
- SPECIFICATIONS
vvtcz tl ?.tu?vLttvli Ul -Pd< I =i,4 1 Ut' 1IQ Z YUK I A 11UN
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
:N9/e
> UL3J L' C; l ? K i o-v? c ??-trGH? c.?o.?f
.OCATION OE611V,97- THE 1WTERSECT/oN OF SR 17 9 9 9,V S!? /800 9A/ CO N71;9 /N
F79S TERL y DIRECT/ aN FOR, /9 To TA! D!S TANCE OF ?S/SD' TD 7- END o? TIDE
:'RO?E•CT
,YORK TYPE
GRADE, DRI?i?t/, Ac3C, ?A1/F, SOS/Dry Co,vT?DL
,FORK ORDER
9SZ17& (Tc-MP)
6 PRIORITY
.
'-OUNTY RIGHT OF WAY
NFMAERS0N
)ATE SCALE
//i19S
COTES
V?. ? , ?g5Z497
6'-0.
SHOULDER
J-PER FT.
OQ?
50'-0'
PJGHT Or- WAY
18'-0'
PAYEMERT
i
VA /FT. I U4 ,f T.
RESIDENTIAL COLLECTOR ROAD
6'-0' . 3'-0-
SHOLIWER DITCH
I' PER FT.
-fa
S?Olt
Y
0•-6-
STBC OR "
T""OL
EROSION CON

DETAILS AND
?..... SPECIFIC ATIONS

OC C?
245.03.:' -.' Temporary Silt Ditch ---------------------- ------ TSD
245.05 Temporary Diversion ............................. _TD
893.01 Temporary Silt Fence ...................... ---+F+---?++-
690.05
f- *-
Temporary Slope Drain with Earth Berm ..........
... 245.01 Silt Basin Type A -----------
245.02 Silt Basin Type B
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 ...
PU

897.01 0 0
:Rock Pipe Inlet. Protection Type-A
---- o0 0 -.
. 897.02 Rock Pipe Inlet Protection Type-B -_---_...___
894.01 .: : Rock Silt Screen --
245.04 Stilling Basin .-----• ...................................
Rock Inlet Protection:
.896.01 :. Type A ----------------------------.. --OR

OR
Type B
896.03
C
Type C ------------------------------- C FI_? --OR
1 Z i 1, -f-t?'1 ( I? I s
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12 March, 1992
z
Silt Basin - 1
(S.B. 7)
G

Silt Basin - 2
(S.B. 14)

J
zr
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Silt Basin - 3
(S.B. 21)
t \28,
2T
Silt Basin - 4
(S.B. 28)
Length of Disturbed Area = 100'
Length of Disturbed Area = 200'
Length of Disturbed Area = 300'
Length of Disturbed Area = 400'
*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.

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Co m ENGLISH STANDARD DRAWING FOR STATE OF
Co ; GUIDE FOR RIP RAP AT PIPE OUTLETS NORTH CAROLINA
DEPT. OF TRANSPORTATION
O T DIVISION OF HIGHWAYS
A temporary silt fence is commonly used at the toe of a fill section to prevent off-
site sedimentation. It is made of permeable filter fabric buried at the bottom,
stretched and supported by steel posts. The silt fence reduces the water flow while
retaining the sediment. They may also be used to divert water flow to protected.
outlets. Silt fences need to be checked after each significant rainfall to ensure there
effectiveness. They must be maintained on a regular basis. Silt fences shall not be
installed across streams, ditches, or waterways.
AREAS OF USE: '
• At toe of fill sections where sediment runoff can be stored and contained
inside the project limits.
DESIGN CRITERIA:
Material With Wire Without Wire
Fabric Type 3 Class A Type 3 Class D'
Steel posts length 5 ft 5 ft.
Post spacing 10 ft. 6 ft. maximum
17 March, 1992
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O " DIVISION OF HIGHWAYS
N - RALEIGH, N.C.
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STATE OF

ENGLISH STANDARD DRAWING FOR

r
NORTH CAROLINA

METHOD OF PIPE IN

STALLATION U.
O
DEP T. OF TRANSPORTATION `
'
DIVISION OF HIGHWAYS METHOD
A W
RALEIGH, N.C. = M
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 determined 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.

;r CI'MNL7, LININGS
' IZecanncndcd Treatment
Slope (?)
and trick
:.° : s tr •iw
UP to. 1.
than 5
-
'l
'
fiberglass
ess
.-
and
1`?
`greater, than: excelsior

rip rap
t' yreaterthan
?.. S y ?' , J• . i

class' size
i thicluless and
,
p rap
Notes: r
Distri
•. ..,'. i';.:.^; aetermined•by, ct Engineer
,

roving or liiglier velocity
filter cloth can be
sufficiently
-'.channels should be excavated
er such that the
in a ntiaiui
', of the rip rap
ra meet
d nsions and grade of tlie rip p
ime
' specifications.

4 j.

, '
'
'
R • i .1
Vii, ?
?,'•
?•
' .

to allow placement
finished inside
design

LILY SD9ToN
R T 1 BOX 377 C
FL4 T ROCX, We 28731
O
JAMES TUT 14I LL
Po. Box 3Dy
PEAIROSF Me.* .18766
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51,1S
OSCAR NONEYCUTT
PO. Box .573
EAST FIAT ROCK, NC.
2872

SR 1799
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FIAT ROCK, NC 2873/
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NFNIY)?so vmtE, NC 28793
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M,IC'A)?TIIUR STEP
POLE DATA
NPN 61-03447
ROJECT '32 __l PDO------------ COUNTY __ ??ND??Sa-- ----------------- Sheet---- - --- of-Z•
OWNER OF POLE LINE
-----------------------------------------------

iTATION
POLE DIST. FROM CENTER
PRESENT ROAD DIST. FROM CENTER
PROJECT DIET. CENTER PROJECT
AFTER MOVING

NUMBER
LT.
RT.
LT.
RT.
LT.
RT. REMARKS
-3t? z ZZ W

-t-5o - /7'
Zo I I r I
4, .5 lD 19' Zo' It

V-f- oo ! Yz Z 3 Zo ' I `,
5 x-95 d95/ . /7' . ?£? ? GCS W?IZF
Age F
?tgd - /9' Z ?' .1 11
7 -f- / 5 -- Z! ' Zz I I. I ,

POLIE DATA NPN 61-03441
ROJECT SrL, ABCi0 --------- COUNTY -_1okY4.1F.IL?s'M! Z
-------- -------- Sheet---------- of- Z -
WNER OF POLE LINE Sc f ??V__! _ TFI A?i?¢.?[ -- -----------------------
DIST. FROM CENTER DIST. FROM CENTER DIET. CENTER PROJECT
POLE PRESENT ROAD PROJECT AFTER MOVING
iTATION REMARKe
NUMBER LT. RT. LT. RT. LT. RT.
3170 p _b[E
7f ?? _ Z?' 22 ? nnn.7 a.>>c
CUUNTy i ??
LoJC?-r' .) ?, r C-) (-K-)
5F1E6Y' r o' /
EXISTIVA G PRLGP0SED
5TAT I O t1 ' -
D?ANETER LIZ VAC.Til 5xk %4 1IAHF IZ Lrjl(.TII SKe V J
?Zfgs Z? ?r 25 ? ? 800 ---

RE MARKS
G/n1?
7 W#ZER) l f -? .
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UPR PARK'
Rider
?r IA 1tr
PH
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Q-
vii ---? ' J

iQ
HENDERSON COUNTY
NORTH CAROLINA
PROPOSED
IMPROVEMENT
FOR PAVING
SR. 1800