19960533 Ver 1_Complete File_19960604

State of North Carolina
Department of Environment,
Health and Natural Resources AT.K;TA 0
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary p F= H N R
A. Preston Howard, Jr., P.E., Director
June 8, 1996
Clay County
DEM Project # 960533
APPROVAL of 401 Water Quality Certification
Mr. W. Trent Anderson
N.C. Dept. of Transportation
P.O. Box 1551
Andrews, NC 28901
Dear Mr. Anderson:
You have our approval to place fill material in 0.032 acres of wetlands or waters for the purpose
of improving and upgrading SR 1171, as you described in your application dated 28 May 1996. After
reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 2671. This certification allows you to use Nationwide Permit Number 26 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. 276 1 1-7447. 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.
Sincerely,
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Dorney
Central Files
I7 U7
P ston 1IoW d, Jr. P.E.
960533.1tr
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 9 50% recycled/10% post consumer paper
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.6053??: C
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT 1R.
GOVERNOR
CLAY COUNTY
SR 1171
Mr. Bob Johnson
US Army Corps of Engineers
Regulatory Field Office
Rm. 75, Grove Arcade Building
37 Battery Park Avenue
Asheville, NC 28801-2714
Dear Mr. Johnson:
DIVISION OF HIGHWAYS
P.O. Box 1551
Andrews, N.C. 28901
May 28, 1996
GARLAN I) B. GARRETL J R.
SECRE: FARY
The North Carolina Department of Transportation (NCDOT) is proposing to grade, drain,
base, and pave SR 1171, Dick Jones Road, primarily along the existing roadway. Inn order to
construct this project in accordance with our current secondary road standards and due to the
proximity of trout streams (Thumping Creek, Dave Barrett Creek, Eagle Fork Creek, and
tributaries, DEM Class C - Trout Water) and replacement of pipe culverts, we are requesting
authorization under Section 404 of the Clean Water Act.
I am sending a straight-Tune diagram with the proposed erosion control, stream, stream
bank, and construction limits at various sites along the project where we will be in coiillict with the
streams. In addition, I am sending a typical section of the road, cross-sections, drawings lbr pipe
culvert replacements, general notes and standards on some erosion control measures, and a marked
map. We propose to install the new culverts slightly below the existing streambed elevations where
bedrock is not encountered to minimize impacts to wildlife habitats and allow (lie existing stream
gradients to remain as unchanged as is physically possible.
The best management practices will be used to minimize and control sedimentation and
erosion on this project. The construction foreman will review all erosion control measures daily to
ensure sedimentation and erosion are being effectively controlled. If the planned devices are not
functioning as intended, they will immediately be replaced with better devices. The rock silt
screens and other erosion control devices will be in place prior to pipe culvert construction and will
remain in place until the project is stabilized.
?•J
Mr. Bob Johnson
Page 2
May 28, 1996
By copy of this letter, I am asking 1VU•. David Yow, North Carolina Wildlife Resources
Commission (NCWRC) District 9 Environmental Coordinator, to comment directly to you
concerning the 404 Nationwide Permit request.
A request will be made on this project for a temporary encroachment in the Trout Water
Buffer Zone of Eagle Fork Creek and I am asking Mr. Yow and Mr. Ed L. Ingle, Area Ioadside
Environmental Engineer (NCDOT) to comment directly to me concerning the Trout Water Bulrer
Zone Encroachment.
Also, by copy of this letter, 1 am requesting authorization to proceed under Seclion 401 of
the Clean Water Act from the Division of Enviromnental Management.
We would like to begin construction as soon as possible. If further information is required,
please call me at [phone]. Your early review and consideration will be greatly, appreciated.
Sincerely,
01
W. 'Trent Anderson
County Maintenance Engineer
WTA/lk
Attachments
cc: Mr. Richard Phillips, P.E., Regional Engineer DEHNR
Mr. F.D. Martin, P.E., Division Engineer
Mr. E.L. Ingle, Area Roadside Environmental Engineer
Mr. J.B. Setzer, P.E., District Engineer
Mr. Eric Galamb, Water Quality Certification Unit, DENT
Mr. David Yow, District 9 Environmental Coordinator, NCWRC
i
:DEM ID: AC'T'ION ID:
~ Nationwide Permit Requested (Provide Nationwide Permit #): 2
JOINT FORM FOR
Nation wide permits that require notification to the Corps of Engineers
Nation*lde permits that require application for Section 401 certification
WILMINGTON DISTRkT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, HEALTH,
P.O. Box 1890 AND NATURAL RESOURCES
Wilmington, NC 28402.1890 P.O. Boy 29535
,AM: CESAW-CO-E '1 Raleigh, NC 27626-0535
1 ,Telephone [phone] ATTN: MR.1OHN 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 (1
1. Owners Name: tA0AH comkn0. DeQar??e?`? of ?fahsQo ?IOVL
2. Owners Address: P 0. go I S S l A rXJ re_w S. t?lG Z 8 9 0 l
3. Owners Phone Number (Home): (Work): (,70 4) 32 I -- 410 5
4. If `ApQlieabit Agent's name or responsible corporate official, address, phone number:
W . -A'Cent Andefsom
i f
5. Location of work (MUST ATTACH MAP). County: C 4y -
Nearest Town or City:,-
Specific Location (Include road numbers, landmarks, etc.):
F-aq Ie Fork. Creek t ?f4.Umo ir?a Creek Dave F?arcmk
6. Name of Closest Stream/River:
7. River Basin: ti 1 W See, R i ve r $as ire.
8. Is this project located in a Watershed classified as rou SA, HQW, ORW, WS I, or WS II? YES P4 NO I ]
9, Have any Section 404 permits been previously requested for use on this property? YES I ] NO K
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site:
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled: ? , ??? ac,!'e a?. S?,t?pr?1 CruSSt nqS
Drained:
Flooded:
Excavated:
Total Impacted: ?' 032
Ac-re
12. Description of proposed work (Attach PLANS-8 1/2" X 11" drawings only); -1-b w?deyx 'avxA peve
SR 11-71 Ab rneei Curre- ,+, NC-DO-f" S4-cv 0rJS•
l3. Purpose of proposed work: SGm?°- .
14. State reasons why the applicant believes that this activity must be carried out in wetlands, 4klso? note measures
taken to minimize wetland impacts. ?J/Ac
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 or proposed for listing endangered or threatened ies or critical
habitat in the permit area that may be affected by the proposed project. Have you done sod Yi? ] 1?Ip [, J
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS. Opp 1`
16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the p?sence of historic'
properties in the permit area which may be affected by the proposed project? Have you done so? YES V 1 IN [ 1
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS. i w ?` ?.h Qep i C.;dUoru
17. Additional information required by DEMt
A. Wetland delineation map showing all wetlands, streams, and lakes on the property, •' ; IP
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 thiytat-w%looA roject, attach copy. r
E. What is land use of surrounding property? Rura\ a4 wcoA 6J. ReSjdenG CL
F. If applicable, whbt is proposed method of sewage disposal? to A
. ?'?°~ ,??.?, Mo 28 19110
Owner's Signature Date
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THOMAS ABBOTT
Z;, JAMES MOULDS
3712 KLONDIKE AD. (h
5319 DENVER 5T. NE
LITHONIA, CA 30038 ST. PETERSBURG, FL 33703
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493 MOSELEY DR.
STOCKBRIDGE, CA 30281
(5)
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RICHARD KELLER
471 WEST 36th PLACE
HIALEAH, I'L 33012
(4)
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Begin Buffer
Zone ?1
Buf f er Zone
Encroachment #1
S.R. 1171
Clay County, N.C.
(Dick Jones Road)
Silt Basin
Tyr B
8x 3x 2'
BRDGE #79
13+50
13+00
12+50
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Type B l
8 x 3'x 2' Silt Basin
Type 8
8 x 3'x 2'
' Sta. 11+80
End Rock Berm
Check Dams ?l'??
Spaced as
Req?.nred I
Silt Basin
Type B
8 x 3'x 2' ?
- - - - - - - - - - - - - - - - - - - - - - - - -

A T
15+00 15+00
JOSEPH IIOGSED NEAL DREADIN
RT. 3 BOX 295 1912 RUDGATE DR.
IIAYESVILLE, NC 28904 PLAIN FIELD, IN 46168
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Site 2 Sta. 19+75
20+00 24" CM 20+00
:?• : ' ' - -' REPLACE W/36" CHP.
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111 HULL. S'C.
- LAKE LAND, FL 33805
(9)
STA 18400 13G 63:7V 7-5F
17+45
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(7)
• DEE BRADLEY
I? RT. 3 BOX 418
HAYESVILLE, NC 28904
I
15+60
(6)
15+00 15+00

• 25+00 25+00
J.W. BENTLEY
1330 BARNES MILL RD. NE
MARIETTA, CA 30062
(10)
REPLACE W/18" CMP.
r5" CFfP
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(7)

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Site 3 Sta. 28+35
Sta. 29+50 \
Begin TSD `
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P.O. Box 56-A
WALESKA, CA 30183
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1
EROSION CONTROL
DETAILS AND
SPECIFICATIONS

Sid, Description Sym bol. r=
245.03 Temporary Silt Ditch ..... ........................ V1-2
245.05 Temporary Diversion - --VI-4
893.01 Temporary Silt Fence ..................... ---FFt-----f+l--- ------ -- V1 6
890.05 Temporary Slope Drain with Earth Berm
.......... _!- • -_ VI - s
245.01 Silt Basin Type A ............................... - ---------
? ---- VI 10
245.02 Silt Basin Type B ,,,,.,• ...............•,.. = __ _ VI - 12
892.04 Temporary Rock Silt Check Type-A ......... . ---------- - VI 14
895.10 Temporary Rock Silt Check Type-B .....•,• ,, _________ __ VI 16
892.01 Temporary Rock Sediment Dam Typ A .. .......... __ _ vi - 1s
892.02 Temporary Rock Sediment Dam Type-B „ .
U ,
__________
VI - 20
897.01 Rock Pipe Inlet Protection ..... ?.?....•..,,;,,,A„• VI - 22
894.01 Rock Silt Screen -
245.04 Stilling Basin ....................................... .......... . ® ----- vi - 26
Rock Inlet Protection:
-• OR --A ----- vi - 30
896.01 type A ............................... A
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896.02 Type B ............................... B IFI-- OR • B) ----- VI 32
896.03 Type C ............................... C ..OR •• C ---- VI - 34

V1- I
March, 1993

r0posL'() )(el l ................... . .
• ,?I ?
x.;stil)t Road .... . ................
r -
Railroad ...........................
Control of ;Access Line ............... --- -" n
Slope Stttlce Line ....................
Bridge . . . .. . ......................
CUlvt!rt . ............... .
Woods I1 .................
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TelepholW or '1'el???r:liil? Pole .........
Totter Pole and Line ................. --•-----_??--?=??
'0oiVQr oolo .. ...................... .6 II'It(li' b I
L'`?Sellll'l1t L111C ................ • • . • • .
11'lt?win l.ltitit ........ • ............ . .
Guard 11'ail ?, ?+. • .................. .
Sahltary Sewer Line .................
Water tint + ...................•+.•.
Gas Line , . . J . . . . . . . . . . . . . . .. .. . .
Chain Link Pence ...................
1+?'ovetllVit•t: T'encc: ...:..... . ....... .
IZe;t:ner:xtiott ... . ......... • ...... , . .
Rcrol•estntion .. ............. ; ; .
'lTentpot';11;ySilt Ditch ............. , , . .
--?•---III------; I ?--
Te n i p o r:?1•, V, Silt Fence ........ ...... -411
.
`fentporni'y1.`ilope Drain ........... . .. T
Brush 641111,11.1'' ....... . .............. Silt'Chech Clam 'type A .... • ...... • ... ^
Silt Check bilm 7yUe B .............. .
sat Mhbin`ly?peA .....••••••• ••••?••
Silt Basin '1?pe B ....................
bock Silt Check Dam., ...............
rarlli hcrm . ................. • .
T011h. Stone `bitch Check .... .
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TEIIilPOR/1 RY CROS/OIV CONTfrOL SYMDG
`TEMP STONE DITCH CHECK
ECK
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TEMP SLOP' DPWN
rE"M P SILT O1FCV
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TEMPORARY SILT DITCH:
-'MD
A temporary silt ditch shall be used in place of silt fence in many situations.
Temporary silt ditches shall be used at the toe of fill slopes to divert runoff into
sediment basins, temporary rock sediment dams, temporary rock silt checks and/or
other sedimentation control measures. Temporary silt ditches are approximately 1
ft. deep, 2:1 side slopes with an optional earth berm.
AREAS OF USE:
Toe of fill slopes where fill exceeds 3 ft in vertical height.
Along streams to intercept flow and/or divert to a controlled outlet.
VI-2 March, 1993
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VI-3 March, 1993

TEMPORARY SILT FENCE:
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 B
Steel posts length 5 ft 5 ft.
Post spacing 10 ft. 6 ft. maximum

VI-6 March, 1993

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VI-7 March, 1993

SILT BASIN TYPE-BS
A silt basin type-B is a temporary basin built to collect sediment flowing through a
drainage way. The silt basin is built at the base of the ditch with its length being at
least 2 times the width of the basin. The type-B silt basin is generally built in
conjunction with temporary rock silt checks and other devices that control or slow
down water flow. This device must be monitored closely and cleaned out on a
regular basis until grass is established along the ditch line and sedimentation is no
longer a problem.
AREAS OF USE:
• In conjunction with temporary rock silt checks and other devices used in
drainage ditches.
DESIGN CRITERIA:
• Width - variable
• Length - 2 times width
• Depth - 2 ft. minimum storage - 1800 cubic feet/acre (equals L x W x D)

VI-12 March, 1993

TEMPORARY ROCK SILT CHECK TYPE-B:
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A temporary rock silt check type-B (also called check dam) is a small dam with a
weir used to reduce gullying in drainage ditches that are to be filled or
permanently stabilized at a later date. These type-B rock silt checks help reduce
the flow velocity and are generally made of class-B stone. They are used in ditches
during construction where the grade meets and/or exceeds 3%.
AREAS OF USE:
In channels, roadside ditch outlets, temporary silt ditches, and temporary
diversions.
In conjunction with type-B silt basins.
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DESIGN CRITERIA:
Center of rock silt check shall be at least 1
(top of channel sides)
The spacing (ft.) = (3 / % of ditch grade) X
VI-16
foot lower than the outer edges
100 ft.
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VI-17 March, 1993
ROCK PIPE INLET PROTECTION:
A rock pipe inlet protection is a horseshoe shaped structure with a built-in
sediment storage area around the outside perimeter of the structure. The rock pipe
inlet protection shall be used at pipe inlets no larger than 24 inches in diameter
where it is receiving flow from several directions. The rock pipe inlet protection
utilizes class-B stone lined with #5 or #57 stone to protect drainage pipe structures
by trapping sediment before it enters. They have a sediment storage pit which is
designed by the same procedures as a silt basin. This device can also be used
around the inlet of temporary slope drains where space is limited at the outlet end
of the slope drain such that a basin or other device can not be used.
AREAS OF USE:
• At inlets to pipes no larger than 24 inches in diameter where it receives flow
from several directions.
• In areas where it can be cleaned and maintained on a regular basis.
DESIGN CRITERIA:
• Structural stone - class-B stone
• Sediment control stone - #5 or #57 stone
• Sediment storage area - 1800 cubic ft./acre
• Dam height - 3 ft. minimum
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VI-22 March, 1993
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VI-23 March, 1993

ROCK SILT SCREENS

A rock silt screen is a low-level dam structure to be used in streams below culvert
sites. Rock silt screens shall be used to trap sediment transported by running water
and shall be placed in the stream below the construction site within the right-of-
way or easement boundary. The rock silt screen utilizes class B stone lined with #5
or #57 stone to produce a ripple-effect in the stream to settle the larger sediment
particles transported in the stream from the construction site. The trapped sediment
shall be cleaned out before the device is removed from the stream.
AREAS OF USE:
• In live streams below construction sites where construction occurs in or
adjacent to the stream.
• In live streams below a culvert construction site.
• Where it can be cleaned before it is removed from stream.
DESIGN CRITERIA:
• Structural stone - class B stone
• Sediment control stone - # 5 or # 57
• Dam height - 1.5 ft. minimum and 3
1 ft, above normal flow of stream)
stone
ft. maximum ( shall not be higher than
VI-24 March, 1993

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