19960557 Ver 1_Complete File_19960610

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 T441
I'm
ID EHNR
June 17, 1996
Macon County
DEM Project # 960557
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 0.044 acres of wetlands or waters for the purpose of
constructing improvements at SR 1629B, as you described in your application dated 30 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. 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 Domey at 919-733-1786.
Sincerely,
Pr ton How d, Jr. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Dorney
Central Files
960557.1tr
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
RECEIVED
JUN 104"6
SLAT IOI: NORM I I CAROLINA ENVIRONMENTAL SCIENCES
DEPARTMENT OF TRANSPORTATION k.rN
JAMES B. HUNT JR.
GOVERNOR
DIVISION OF HIGHWAYS
1'.0. Box 1551
Andrews, N.C. 28901
lav 30. 1996
GARLAND B. GARRErr JR.
960551
MACON COUNTY
SIR 1629B
Mr. Bob Johnson
US Army Corps of Engineers
Regulatory Field Office
Run. 75, Grove Arcade Builditi
37 Battery Park .Avenue
Asheville, NC 29801-2714
Dear N-h-. Johnson:
The North Carolina Dcparhncnl of I'ransportation (N('D()l') is proposing, to ,-lradc. drain.
base, and pave SR 1629B. Sa?n corn ]toad, primarily along the existing roa(1\vav. In order to
construct this project in accordance with our current secondary road standards and duc to the
proximity of the Little Tennessee Diver and tributaries (DENT Class C) and replace?nent of pipe
culverts, we are requesting authorization under Section 404 of tine Clean Water :pct.
I am sending a straiglit-lure diagram with the proposed erosion control. stream. stream
bank, and construction 1units at various sites along the project where we \\-ill be in conflict \vith the
streams. In addition, I am sending a typical section of the road, cross-sections, drawing s ror pipe
culvert replacements, general notes and standards on some erosion control measures. and a marked
map. We propose to install the new culverts sli2bily below the existing streambed elevations where
bedrock is not encountered to minimize impacts to wildlife habitats and allow the existing stream
gradients to remain as unchanged as is physically possible.
The best management practices will be used to nnnnitnize and control sednnentation and
erosion on this project. The construction foreman will review all erosion control measures daily to
ensure sedimentation and erosion are being, elf.ctively controlled. If the planned dc.\ ices are not
functioning as intended, they will inmiediatcly he replaced with better devices. Hic rock silt
screens and other erosion control de\•iccs will be in place prior to pipe culvert construction and will
remain in place until the project is stabilized.

Mr. Bob Johnson
Page 2
May 30, 1996
By copy of this letter, I am asking 1v1r. David Yow, North Carolina Wildlife Resources
Commission (NCWRC) District 9 Environmental Coordinator, to comment directly, to you
concerning the 404 Nationwide Permit request.
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.
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,
0, --(?4 tLOI-D
W. Trent Anderson
County Maintenance Engineer
WTA/lk
Attachments
cc: Mr. Richard Phillips, P.E., Regional Engineer DEYINR
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, DEM
Mr. David Yow, District 9 Enti ronmental Coordinator, NCWRC
r
;t 1
ACTION ID:
DEM 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 DIVISION
CORPS OF ENGINEERS OF ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, HEALTH,
RO, Box 1890 AND NATURAL RESOURCES
Wilmington, NC 28401.1890 P.O. Bo.*. 29535
i- Raleigh, NC 27626-0535
$ ATTN. CESAW-CO-E
Tielephone [phone] ATTN: MR..rOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS.
SEVEN (y) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE. PRINT.. r ; . .
I0o1L Carolina De?artmen-? o? TransP,0r - ,lor--
1: Owners Name:
'?,O,.Y$o)c 1551 ?r <eWS 2. Owners Address: tAC, 28901
(Work): C704) 321- 4105
3. Owners Phone Number (Home):
4. If Applicable: 'Agent's name or responsible corporate official, address, phone number:
W Tree A,?.?ec?r?

Specific Location (Include road numbers, landmarks, etc.):
` 5. Location of work (MUST ATTACH MAP). County: Macon
Nearest Tdwn or City: ?C-
6. Name of Closest Stream/River: Little- -rey'neSSee ? i ve r
n-
7. River Basin: 1- ;+--Lle -re rre she River
NO W
, ' 8. Is this project located in a`ivatershed classified as Trout, SA, HQW, ORW, WS I, or W5 II? YES [ ]
9. Have any Section 404 permits been previously requested for use on this property? YES [ ] NO ?
Filled: d? O 4 4 f1c,(,e, a? s-E.reom. e <ossi na S
Drained:
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:
Flooded: •
• Excavated:
Total Impacted: O• C)U'q' ?<e, .
4
.
12. Description of proposed work (Attach PLANS-8 1/2" X 11 drawings only): ?p W Ider% 'Ctv-J RaVe.
Sit I (o29 6 -?o rriee.t cu rre, 'L NC DpT s-6' v-d S
13. Purpose of proposed work: Sa rn e. ,
14. State reasons why the applicant 1
taken to minimize wetland impacts. .
• i.
j
this activity must be carried out in wetlands. Also; note measures
}} ? a.
4, A, At
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marinq Fjsherieq SerYicc
(NMFS) regarding the presence or any Federally listed or proposed for listing endangered or threatened ' tes or Frit}caI
habitat in the permit area that may be affected by the proposed project. Have you done YEV09 EN
RESPONSES FROM THE USFWS AND/OR NMFS'SHOULD BE FORWARDED O CORPS.
16. You are required to co'ntacX the State Historic` Preservation Officer (SHPO)'"regarding'the rtrsence `if htstoiic s z
in the
properties permit area which may be affected by the proposed project. Have you dong qo?.??E? NO [;? )'?
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS aPPI`j'ut'or.'i
17. ' Additional information required by DEMt
A. Wetland delineation ma showin all wetlands streams, and lakes on the ro 3i Y " i I ?, t +,
p g p tu';a
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. 04
a'? Pa a •? n iii t A.V.
1D. If a stormwater management plan is required for thi roject, att ch copy.
-
E. What is land use of surrounding property? Rur:a arr?, o i2es iden?.ia .
F. If applicable, what is proposed method of sewage disposal? N
tai l i•i x ?1! +.,
Owner's Signature

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CLAYTON (r6ly v m'.
(TVA-167 SW Mapped and edited by Tennessee Valley u orl
ROAD CLASSIFICATION Published by the Geological Survey
heavy-duly ......... Poor motor road Control by NOSINOAA, USGS, and TVA
Medium-duly ....... -? Wagon and Jeep track Topography by USGS and TVA by photogrammetric methods
- --..__-;- ------
1CKY light-duty . . . . . . ... . Foot trail .......... Map field checked by TVA, 1946.
U. S. Route O Slate Route
Polyconic protection. 1927 North American datum
EE ; TI.C. 10,000-foot grid based on North Carolina
_.,Lrectangular coordinate system
S.C. 1000 meter Universal Transverse Mercator grid ticks,
GA. zone 17, shown in blue
LOCATION PReNTISS, N.C. To place on the predicted North American Datum 1983
.? ?:..., (:nne A mpters south and
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MACON
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90An NAME RAM rfIRM RU
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W . O. ¢,27Z 122--
J ROh SR-1631-STA. 0+00 TO 88+50 INTERSECTION SR-1683 R -0-P, ADDiT1(I!I_. -? ----- --, -
IMPROVEMENT
TO BE PAVED
F.• TMES-M BE dmo _
T. POLES TO BE MOVED
R/W WIDTtl-_-_
SCALE
DATE '
X
X
3-BOXES
50'
1"= SO'
3-23-95
Site 1
Sta. 4+82
1
1
' Replace with new
18 CMP
Silt Basin I
Type B
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Spaced as
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CHI[ 5+00 REPLACE W/NEW 18" CHP
(2)
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EDWARD L. BROWN
P.O. BOX 531
orro, N.C. 28763
(1)
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`Site 2 Sta. 9-x00

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ANNIS KINSLAND
149 SLOAN ST.
FRANKLIN, N.C. 28734
(3)
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ROBERT D. CARVER
BOX 401 SAM CORN RD.
OTTO, N.C. 28763
(2)
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(3)
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10+00
15+00
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Type B
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Required -
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BERNICE M. DEAN
118 N. WOMACK ST. APT. 3
FRANKLIN, N.C. 28734
(5)
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JOHN W. McDOWELL
P.O. BOX 127
OTTO, N.C. 28763
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CHARLES-T. McDOWELL
625 SAM CORN RD.
OTTO, H.C. 28763
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LEON & DOROTHY PELRAH
3307 NORTH WILDER RD.
PLANT CITY, FL. 33565
(9)
50+00 50+00
PAUL LISTENBERGER
-5 2260 KEARNEY AVE.
NAPLES, FL. 33964
h (10)

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KIRBY POWELL
3209 NORTH CHITTY RD.
PLANT CITY, FL. 33565
(8)
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45+00
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I REPLACE W/NEW 36" CHP
(8)
145+00
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55+00
Tll
ELVA H. HALL
P.U. BOX 343
OTTO, N.C. 28763
(14)

#La 0 PHILLIP & JOYCE G. STURGES
RR 1 BOX 115-B
Q LIVE OAK, FL. 32060
(13)
. REPLACE W/NEW 24" CHP
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• .f PL
2+25
(9)
R8" CHP I
L .52+25
• PL_
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'"PAUL A. GERMAINE
1361 COCONUT DRIVE
FT. LAYERS, FL. 33901
(12)
51+25
PL-
I
50+00
CHARLES & SHIRLEY HOLLAND
3178 LAKEVIEW DRIVE
NAPLES, FL. 33962
?II
50+25
r PL
50+00 (10)

' 60+00 60+00
S &O+oo N T51=
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(14)
?I
ROBERT 6 MARY BIJESSE
P.O. BOX 1127
YOUNG HARRIS, GA. 30582
(15)
S

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55+00
I?
CMP REPLACE W/NEW 24" CHP
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55+45
PL.
(13)
85+00

65+00 65+00
JUDITH NIGHTINGALE DURANT
1828 BOLEN RD.-5
NORTH AUGUSTA, S.C. 29841
(16) Q (15)
PL
(14)

4811
o - -5
O?
60+00.
? REPLACE W/NEW 18" C
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Site 11
Sta. 68+75
I
Silt Basin / Silt Basin
Type B ------ Type B
8' x3' x2' 8' x3' x2'
Replace with new
60' P
Check Dams CW
Spaced as
Required 95
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70+00

70+00
LEOPOLD & MARJORIE DUPUIS
3516 SW. 15th ST.
FT. LAUDERDALE, FL. 33312
(17)
REPLACE W/NEW 6011 CMP
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68+70 PL 4
Lf3?X3?X2?38-8
5 ='TE #
75 WO _ 75+00
(19)
74+60 IL 74+60
-PL 7 71
(17)
PL --....
RAELENE A. BREAKBILL
219 CREENBRIAR DRIVE
FORT WALTON BEACH, FL. 32547
(18)
W X 3'X2-' 5R-B I
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7

(19)

JACK & II.E. & MAXIE REEVES EST.
% RONALD P. BROWN
4460 RIVOLI DRIVE
MACON, GA. 31210-4516
(20)
801-00
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REPLACE W/NEW 24" CNP
CMP
-- -"M78+25 P
(20)
I S'x3'X2' 513-Q

SAMUEL J. NEVILL
15 RICKEY AVENUE
FORT WALTON BEACII, FL. 32547
(19)
3
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80+00
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(19)

75+00
175+00
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RICHARD C. & SHERRY E. CABS
'••" +. i' Or ? L. Att .i.
BOX 45
OTTU N. C. 28763 d ?. ,...., .'
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80400

80+00
(20)
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PROITECIT

EROSION CONTROL
DETAILS AND
SPECIFICATIONS t .
.
Std. # Descripfim Symbol
245.03 Temporary Silt Ditch ,.. TSD VI 2
-- r.
245.05 Temporary Diversion
7D --- ___V1-4
893.01 Temporary Silt Fenced ------- VI - 6 a:
890.05 Temporary Slope Drain with Earth Berm `
......_.. 1-4 ---_- VI - 8
245.01 Silt Basin Type A ?j
245.02 Silt Basin Type B ............................... ......... --- VI -12 ,
7
892.04 Temporary Rock Silt Check Type-A .......... ----------- VI -'14
895.10 Temporary Rock Silt Check Type-B
,._,,,,-,,,
892.01 Temporary Rock Sediment Dam Type-A VI - 18
892.02 Temporary Rock Sediment Dam Type-B ,._ __ ________ VI - 20 f,
. r
897.01 Rock Pipe Inlet Protection ......................... -- VI - 22 ,
894.01 Rock Silt Screen ................................... 1----U--- --------- VI - 24 >
245.04 Stilling Basin .................................................... ® ----- VI - 26 ;.
Rock Inlet Protection:
OR -- /?
1 Type A ............................... A ----
896.0 VI 30
Lui
.. .
896.02 Type B ............................... B []-- OR -- B ) ----- VI - 32
896.03 Type C ............................... C 11 _11 ..OR C ---- VI -'34
V1_1 March, 1993
?sxtst . r ??rl?e ........................ , ._ , ..
Proposed Road ..................... --- --
Eistirll; Road .......... Control of :access Lilt) ............... - --- ?\
Slope Stake Line .................... - -
Culvert . ............................
Woods ............................. L?•Il) I•L%Ii?or -
Telephone or Tolegraph Pole ......... 1-4- 1 11111011.0- 1
To%:rer Pole and Line ................. -?---i?t ---?---
Power Pole ......................... .I: a i 1III(OP U` 1
Easement Line ...................... -
Nfowing Unlit ........................ •_
Guard Rail .........................
Sanitary Se%./er Line ................. --•-' -?--s; -
Water Lint ......................... --T-+ I-- I
GAS Gas Line ....... ......... :.......... GAS
LXI.`TIN1r
Chain Link Fence ................... -e ?- -?-"---L
Woven Wire fence .................. - ?---?-
Regener•acion ........................
Reforestation .......................
Temporary Silt Ditch ................ I:sr) rsn
Temporary Silt Fence ................ --1 lli-----il?-
M*?..
'T'emporary Slope Frain .............. T
Brush BillTi1Nr ....................... ?f??% ?r ice:. -•?
Silt Check Dam 'lope A ............... .?
Silt Check Dam Type B ...............
Silt Basin I?pe A .................... ---r •
Silt Basin I)I)e B ....................
•?Tr1T"T I. ?TI
I?UC I( S1!I. Check Dam ........ .;., XX }T?r V X •--?'?
1:t?I lII !)cr ni .........................
Tellil). Slone Ditch Cl,n,?' ?`?;? . • .. __.,,?
1
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TEMPORARY ERO SlOl1 % CON Tf-OL SYML-?G
;•
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CK SAT CHECK 04M
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SIL T BASIN- B • , .,
TEMP SLOPE DRAIN
TEMP SILT D/ T CH
EARTH EM BANKMEN T
51LT FENCE
I DER- GLASS (;O VI ICJ G
TS D
F G R
TEMPORARY SILT DITCH:
TSD
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 no 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
t

VI-6 March, 1993
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VI-7 March, 1993

SILT BASIN TYPE-B:

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)

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VI-13 March, 1993
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TEMPORARY ROCK SILT CHECK TYPE-B:

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.
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:
8
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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 SCREEN:
3
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 stone
• Dam height - 1.5 ft. minimum and 3 ft. maximum ( shall not be higher than
1 ft. above normal flow of stream)

VI-24 March, 1993
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