19920757 Ver 1_Complete File_19921214

. STATE a
A
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 8, 1993
W. Trent Anderson
NC DOT
Post Office Box 1551
Andrews, North Carolina 28901
Dear Mr. Anderson:
Subject: Proposed Fill in Wetlands or Waters
Road widening, SR 1310
Cherokee County
DEM Project # 92757
Jonathan B. Howes, Secretary
Upon review of your request for Water Quality Certification
to place fill material in waters of Persimmon Creek located at SR
1310 in Cherokee 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' Nationwide
Permit No. 14.
If you have any questions, please contact John Dorney at
919/733-1786.
Sincerely,
reston Howar Jr. P.E.
APH:JD
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Dorney
Central Files
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] Fax ;# 919-733-0513
An Equal Opportunity Affirmative Action Employer
MEMORAND.
TO: John Dor.ney
Planning Branch
FN?
SUBJECT: WETLAND STAFF REPORT
***EACH ITEM MUST BE ANSWERED (
INITIALS:
Reviewer
WQ Si_1pv.
:
JAN? 21993 yy Dat.e :.3
wi"- .
ABLE)***
PERMIT _YR: 92 PERMIT NO: 0000757 COUNTY: CHEROKEE
APPLICANT NAME: NC: DOT - SR 1310
PROJECT-TYPE: EXTEND CULVERTS PERMIT-TYPE: NW14
COE_#: DOT #:
R.CD_FROM_CDA: DOT DATE_FRM_CDA: 12/30/92
REG_OFFICE: A.RO RIVER-AND-SUB--BASIN-#: d 4? DS Ol-
STREAM_CLAS S : ••G
STR_INDEX_NO: 1- 63
WL_IMPACT?: yo
WL REQUESTED:
HYDRO-_CNECT? : ON
MITIGATION?: YO
MITIGATION SIZE:
fllw? rSt t.
WL _ TYPE: 5- K
WL AC.R EST'? : Y/N
WL_SC"ORE (#) :
MITIGATION-TYPE:
IS WETLAND RATING SHEET ATTACHED?: Y'/N
RECOMMENDATION (Circle One): ISSUE SSUE/COND DENY
COMMENTS : A Co n •7 e n J ?__ ,fop +? rya L-- C G y t ?t 'o -
?O?l?r b[ a??' delz ? [
cc: Regional Office
Central Files
v
r
NWI wetland type -S tom- e a rn C k a n n c j
? Coastal Plain ? Sandhills ? Piedmont Mountain
Nearest stream name UT_ -1 o _ Q,, s' ^ % 07. c k
River Basin and sub-basin _):1 W26 SS ee D y D 4- 0 2 _
Stream index number I- d,3 Classification '.OL "
+ -- , -- ??•?? ?-J nYUI VIVUIL d11V IS019LAA -
Adjacent special natural areas
Barest road dLG ?s ?_T3 o
Wetland area acres Wetland width feet
Endangered, threatened, rare species 4/IA
Source (NHP, USFWS, other)
Wetland type (select one)
? Swamp forest
• ? Bottomland hardwood forest
? Carol ina bay
• ? Pocos i n
? Pine savannah
' ? Wet flat
• ? Perched

? Shoreline
?'Stream channel
? Salt marsh
? Brackish marsh
? Freshwater marsh
? Bog/Fen
? Vernal pool
Water storage
Bank/Shoreline stabilization
PoI Iutant removal
00

Sensitive watershed
• Dispersal corridor Weclan

x 0.75 _ .:::.
;;>< .......................
<<> '<><`<>.

..............
.......

Special ecological attributes
• Wi Idl ife habitat
Aquatic I ife value
?.. x 1.00 =

• Recreation/Education
Economic value
• & x0.25=

F
ATE
•m.r???
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
1'. (), Box 155t
Andrews, N. C. 2890.1
December 14, 1992
JAMES G. MARTIN
GOVERNOR
THOMAS J. HARRELSON
SECRETARY
CHEROKEE COUNTY
SR 1310
Mr. Bob Johnson
US Army Corps of Engineers
Reg. Field Office
Rm. 75, Grove Arcade Building
37 Battery Park Avenue
Asheville, N. C. 23801-2714
Dear Mr. Johnson:
y2
I,
DIVISION OF HIGHWAYS
WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR
The North Carolina Department of Transportation is
proposing to improve SR 1.310, Ware Road, in Cherokee County
by widening the road to conform to our, current secondary
road standards. Paving of the road is not budgeted at this
time. Since a wider typical section is proposed, it will be
necessary to upgrade and/or extend two (2) existing culverts
and relocate 105 feet of an unnamed tributary of Persimmon
Creek (Class C) and Hiwassee Lake (Class C) due to an
existing residence being situated across the road from the
area of the proposed channel change.
At. survey station 32+85 the existing 42" CMP is to be
replaced with 42 L.F. of 48'' CMP and at survey station 37+00
the existing 36" CMP is to be extended to measure 36 L.F.
We propose to install the new culverts slightly below the
existing strearnbed elevations to minimize impacts to
wildlife habitat and allow the existing stream gradient to
remain as unchanged as is physically possible.
The existing stream in the area of the proposed channel.
change is three (3) to four (4) feet in width and is on a
gradient of approximately two (2) percent. Our proposed 105
foot channel change ui i i zes- a three ( 3 ) foot base channel
w?I t,h 1 v(-.yn i.<.,ted .-,j It I npe. nd wi l l be c-on?',t.ruct.ed to
nrat.ch tl?? r <i,i i.r??,l rh.annnl c;l?._xrac:t.eri,Lic in every way
1"I_?r? k?e r in, -rn. -k y (>iii(+t)I K) r..tr:tic:E-rs wi l 1 Lw rased to minimize
An Eclual Opportunity/Affirmative Action Employer
. qR
60
a
'fill
._Md control, sedimentation and erosion on Phis project. The
c:ot,.t.rl-rc:t.ion foreman will review all erosion control
nc:Arsurc (,tAi-1y to en=Iure sedimentation and erosion :_iie being
r l`f'ect.ivc?.ly controlled. If the planned devices ai c--! not
tunctioning 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 removal of
the existing culverts or construction of the new channel and
will. remain in place until the project is st:_Abi.lizc?d.
By copy of this letter, we are requesting the N. C.
Wildlife Resources Commission to comment to your, concerning
our request. Also, by copy of this letter to the N. C.
Divi,ai.on of Environmental Management, we are requesting
;-iuthori.zat:ion under Section 401 of the Clean Water- Act.
Enclosed are a location map, straight-line diagram,
plan/profile sheets, channel crass-sections„ channel
details, erosion control, plans and details, and a U.S.G.S.
indicating location of project and culvert and
ch.-Annel -change locations. Please review this request for
ar_it'horizat.ion under Section 404 of the Clean Water Act.. if
you have any questions concerning this appli-cation, please
c:ont._ACt. me at. [phone].
Sincerely,
W. Trent Ander.:.> )n
County Maintenance Fngineer
W >-A/ r r
t.rlcIosure
cc: Mr. Mickey Clemmons
Mr. Eric: Galamb
Mr., V. A. Edwards, P. E..

y27s7
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0702-0036
(33 CFI? 325) Expires 30 June 1992
Public reporting burden for this corsoctan of information is estimated to average 5 lours per response for the majority of cases, including the time for roviewing
instructions, searching existing data sources, gathering and maintaining the data noMod, and completing and reviewing the collection of information.
Applications for larger or more complex projects, or those in ecologically sensitive areas, will take longer. Send comments regarding this burden estimate or any
other aspect of this collection of information, including suggestions for reducing this burden, to Washington Headquarters Services
Directorate for Information
,
Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of information and Regulatory Affairs, Office
of Management and Budget, Washington, DC' 20503.
The DeparUnent of the Army permit program is autlonzod by Section 10 of the Rivers and Harbors Act of 1899. Section 404 of the Clean Water Act and
Section t03 of the Marine, Protection, Research and Sanctuaries Act. These laws require permits authorizing activities'ln or affecting navigable waters of the
United Slates, the discharge of dredged or fill material into waters of the United Stales, and the transportation of dredged material for the purpose of dumping it
into ocean waters. Information provided on this form will be used in evaluating the application for a permit. Information in this application is made a matter of
public record through issuance of a public notice. Disclosure of the information requested is voluntary; however, the data requested are necessary in order to
communicate with the applicant and to evaluate the permit application. If necessary information is not provided, the permit application cannot be processed nor
can a permit be issued.
One set of original drawings or good reproducible copies whictl show the location and character of uo proposed acti ' m be atL?ctlod to this aoofi0tion
(see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the foca
Ut?xc?,sq?aqIj? 'F Agappl' ,, ion
that is not completed in full will be returned. IUr ?; ?f
D
?
1 APPLICATION NUMBER (To be assigned by Corps) 3 NAME, ADDRESS. AND TITLE OF RIZED AGENT l

Tele
hone no
durin
bu
i
h i
WETLANpS 001 ".
L WATER UALITY SI (": '
p
.
g
s
ness
ou
?.
2. NAME AND ADDRESS OF APPLICANT
V'4 , ?re-A /?ndersot\, (R
A/C ( ) (Residence)
W0( ?h Carolina
o? -rnaos•
Oe
or+a}18
A
v A/c( ) (Office)
P
-
(
,,
r
Pic). Qo)c 1651
1,r-J re.(ws
I'l C Zgclo I Statement of Authorization: 1 hereby designate and authorize
to act in my
t
Telephone no. during business hours behalf as my agent in the processing of this permit application and to
furnish, upon request, supplemental information in support of the application.
A/C ( ) (Residence)
A/C (704) 2 -' 0 5 (Office) SIGNATURE OF APPLICANT DATE
4. DETAILED DESCRIPTION OF PROPOSED ACTIVITY
4a. ACTIVITY
'I'o Lipyade le-Jen.c? Pope culverts in I.wo (2) Loca}iorlS Qnd relcco.?e-
IIS ?ee-L of ar,, unnamed +.rI, b%x6rty o? Pe(Simmoti &ek (C1, sse) aY,JL-
Niwassee Lake LCIaS5. 0 on SR 1310 Ware ROGA- ?n biero6e Cotink
N,C,
?i
tb. PURPOSE
c?en, SR I SI O +-b mee4;, c-urrenk NO-DOT -s} ar dar1!5 ?o r
kyPf C-al sec. 1,0M at'd CX nrtien? ?or paved 5econdory road S, `there are "ree(3)
tor-cJIons along ?-ke road COrS+ruc.-VIDw PrO?ec,? w?er? U"e t,erra?ll\,
?ri
'
Dro
?er?4, ahd proposcdl road wid?L make CulVIRA uP
radeS and ter- Gl O
nel
c1,
I
n
on? a necasscir^ .
DISCHARGE OF DREDGED OR FILL MATERIAL
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/? Q C? ?jQ_(- WARE RD .
R O
S. R SR - 1310
'
R.
F'RQM N.C. 294 0+00 E.O.P. TO STA. 52+00 DEAD END
• _ AQQITIQ14
IMPROVEMENT - x
• /d .
TO BE PAV E b x
--- -
P POLES TO BE MOVED 3
T. POLES TO BE MOVE D 0
WW WI DTN
SCALE 5 n
DATE 68 - 28 - 92
n
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(1)

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15+00
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T.L. McNABB
RT. 4
MURPHY, N. C. 28906
(1)
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(1)

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(1)

LARRY WARE
RT. 4
MURPHY, N. C. 28906
(3)
PL

GARY WARE
RT. 4
MURPHY, N. C. 28906
(2)
20+00 I I 20+00
I i
A
18+80 I 18+80
IA
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18" CHI' REPLACE WITH-NEW 18" CMP
- - „oo
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JOYCE BANDY I
RT. 4
MURI'IIY, N. C. 28906
I
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0
-- -- 27,00 / _
(3)
(4)
iry 3
27+00
I .
(3)
18 Cm 1, .- REPI.ACE WITH 24" CHI'
II
2 5 # 00 I `1
25.00
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(6) 35+00 I
Pl. 34460

L. 1
IT
RONNIE WARN.
RT. 4
MURPHY, N. C. 28906
(5)
I 35+00
I 34+6U
--r I
(6)
Pl.
I I
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< 30" CMP - RF:1'I.ACE WITH CMl' •
ADD 10' TO INLET & Ol1Tl.N.T END
(5)
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(4)
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(7)
JERRY WARE
RT. 4
MURPHY, N. C. 28906
(6)
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5. -r
I +00
• • ??;_ 3' I3RANC11
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(6)
36"
CHI' I -i RFI'I.ACF WITH 48'! CHP l
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ADD 10' TO I NLF,T & OUTLET N.ND'
I
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35f00
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l)#00

Pr. _--
45+00 I I 45+00
DOUG WIGGINS
RT. 4
MURPHY, N. C. 28906 I
(8)
_ 44+15_ 44+15
i I
I
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JAMES R0IIERSON
RT. 4 I
MURPHY, N. C. 28906
(7) Cr
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40:00 i I 4o:oo
COLON WARE
RT. 4
MURPHY, N. C. 28906
(9)
(6)
NOTE: CHANNEL CHANGE FROM
STA. 40#00 TO STA.
41#50
..3'_ ItRANC1II
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(9)

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50+00
(9)
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46#50 1
CMP REPLACE WITH 36" CMI'
FADD IO' TO INLET_& OUTI.ET ENDI
CA.HncE'.
STORAGE IIUII.DINC'
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45+oo
50+00 I
1 14,
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45+00
NOTE: GARAGE & STORAGE BUILDING
TO iii; MOVED BY OWNER

(g)
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55+00 I
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CHANNEL DETAILS
'..r--70E OF ROAr---,%A/Ay FILL
ROAD W AY
F I Lt_,:S:L 0
LOCA'TrON OF 'TEMP. SILT FENCE
(ENTIRC LENGTH' OF CtAA??1NEL)
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SEFORE SYREaM IS i>IVERTED.
Z.: `VCGE=TA`fIVE COVC1k f0 `BE USED 'TO 'S'TABILIZE
AND PROTECT C,N hN N Ej- "510E -bL.a PE 4S .
3. 'r0 PREVENT SGDUR ON 5ECT10N5 WIaERE CHAMWEL.
C.URVE.S? CLASS Fti EROSION CONTROL -,- fQE 15
C.o A TVA I CKNEt> S Of= I ESQ` D N
C.N/ hl NE: L. SIDE SI.OF'ES . SEE P E LOW.
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CLASS a EAOSIorl \
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EROSION CONTROL
DETAILS AND
SPECIFICATIONS
245.03 Temporary Silt Ditch .............................. no
245.05 Temporary Diversion .............................
893.01 Temporary Silt Fence --ft}---ttf--
890.05 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 ...
897.01 Rock Pipe Inlet Protection Type-A ...........
897.02 Rock Pie Inlet Protection Type-B ............ 894.01 Rock Silt Screen ............................................
245.04 Stilling Basin ® a
Rock Inlet Protection:
896.01 Type A F01 OR A
896.02 Type i:3 .......................... BED], .. OR " B ))
896.03 G 1c .. Ufa " ?, ??
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TEMPORARY EROSION CONTI;'OL S7'M1-301
TEMP STONE DITCH CHECK
/SOCK. SILT CHECK DAM
I SIL T BASI/V - B
TEMP SLOPE DRAIN
TEMP SILT D17-CH
EAPTH EMBANKMENT
S/ LT FE-IV Cl_=
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Proposed IZoacl -? - ---
l;risLirlg IZoacl .................. .. . _______---•---

C ontr(,i of .......... --
Slope Snake I,il)e ....... ..... -- _ - '?_-- - -"

Bridge ............................ . ,
Culver* . ................. ..... .. --
Wooi s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . `? .I L) 1• L%•?.?? pr -^?- - .._
Tc:lepiwile Or Tolr'gropll Pole ... . .. . .

To%.,er Pole and Line ...... .......... -?---? °--

Power Pole ......................... 1
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Cascincia Line ...................... --:1 \: --?
IN-fo vill I.illtit ....................... `?.._----- -` -?
Guard Rail .........................
Sraniulr)' Sewer I-,in(:.................
- _.. ?. -- -
VI/ater Line ......................... -----? r---- - -I I-
Gas Ling ........................... ---:?- - GAS --- o -----
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Chain Link r'end` ................... ?]-
Wove!) Wire I'crlcc .................. - o--©- -o- --o--
Rc•;enc?r?ltic?n ..................... ?-
ell-
1'cnlprir,lrv gilt 17itc11 ----
'I'enl?Jor;trv 5tlc I'enc'. ................
'I'ernuor•ar'y 51opt: Dr,lin ..............
Brush I.J'arrir. r ..................
Silt Check Dam "1?I1c A ...............
Silc C11CCK Uar11 'I`yl)e I3 ...............
Si!t Basin Type A ....................
1b:;1,11 '!`)'pe B .... .. ...
ROCI( ,';I:t CIICCk Darrl ................
1at-lh l;c rnl ......................
Vettip, ;:lone Mich ?t

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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.
13 March, 1992

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14 March, 1992
TEMPORARY ROCK SILT CHECK TYPE-B:
D
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 foot lower than the outer edges
(top of channel sides)
• The spacing (ft.) = (3 / % of ditch grade) X 100 ft.
27 March, 1992
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ROCK SILT SCREEN:

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)
37 March, 1992
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3 8 March,1992
011:2 7 s?
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0702-0036
4 (33 CFR 325) Expires 30 June 1992
Public reporting burden for this collection of information is estimated to average 5 hours per response for the majority of cases, including the time for reviewing
instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviowing the collection of information.
Applications for larger or more complex projects, or those in ecologically sensitive areas, will take longer. Send comments regarding this burden estimate or any
other aspect of this collection of information, including suggoslons for reducing this burden, to Washington Headquarters Services, Directorate for Information
Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of information and Regulatory Affairs, Office
of Management and Budget, Washington, DC 20503.
The Department of the Army permit program is authorized by Section 10 of the Rivers and Harbors Act of 1899, Section 404 of the Clean Water Act arid
Section 103 of the Marine, Protection, Research and Sanctuaries Act. These laws require permits authorizing activilies"in or affecting navigable waters of the
United States, the discharge of dredged or fill material into waters of the United Slates, and the transportation of dredged material for the purpose of dumping it
into ocean waters. Information provided on this form will be used in evaluating the application for a permit. Information in this application is made a matter of
public record through issuance of a public notice. Disclosure of the information requested is voluntary; however, the data requested are necessary in order to
communicate with the applicant and to evaluate the permit application. If necessary information is not provided, the permit application cannot be processed nor
can a permit be issued.
One set of original drawings or good reproducible s which1o>Cf?Ac>OrAU1e proposed tivity must be attached to this application bca (see sample drawings and instructions) and submitted to tie DisUict Engineer having jurisdietion over the lion of the proposed activity. An apgfilgition
that is no( completed in full will be returned.
fl!;
1. APPLICATION NUMBER (To be assigned by Corps) 3 NAME, ADDRESS ,AND TITL i i
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2. NAME AND ADDRESS OF APPLICANT aOftil ?1011t1a 1Ni ur
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Telephone no. during business hours behalf as my agent in the processi
furnish, upon request, supplementon.
A/C ( ) (Residence)
ac (-704? 2 -' 10 5 (Office) SIGNATURE OF APPLICANT DATE

EfLAN S GROUP
WA R UA TY SECTI
4. DETAILED DESCRIPTION OF PROPOSED ACTIVITY
4a. ACTIVITY
To 4(D9rade-,/e)JenA pipe culvert s ir% two (2) LoccJiotnS ctnA relocc&e_
10S ?ee4, of arx unnamed. -?.ribu}-ary of Pecsimmo, &eek (C1as50 arJ,
A i wa4See- Lake CC14.', C) on SR I S10 ) Ware. Roo A-
i n Cherftf6 e Counk'
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?o w i de1n. SF? I31 O ?o Y--•ee?-- eurrend 140-00Y s?or'jd s Or-
?y pI ?a? sec, ;Om anA al ijnm,en? ?or Paved 5ecoacdarl roaAs. where are i hree(3)
lOca?Ions along the road. CorS+(Lwt iaw Pro?e.4 Vdkere_ t,4,e, Cefrgtyt
rivate
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Pe4iil I ahd Proposed. roctd \Aj*A ,,. make eulvect uP9raAe cincx ?Or" Ghonn2t
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on? a neCe.sbac? ,
DISCHARGE OF DREDGED OR FILL MATERIAL
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