19960704 Ver 1_Complete File_19960726

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Govemor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
10
MOM
ED EHNR
August 5, 1996
Graham County
DWQ Project # 960704
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Brian C. Burch
N.C. Dept. of Transportation
P.O. Box 1551
Andrews, NC 28901
Dear Mr. Burch:
You have our approval to place fill material in 0.025 acres of wetlands or waters for the purpose of
replacing existing pipe culverts at SR 1288 and SR 1244, as you described in your application dated 22 July
1996. After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 3026. This certification allows you to use Nationwide Permit Number 3 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. The applicant is
reminded to install type A erosion control measures since the watershed is classified as trout water. 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,
A. Preston oward, 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
960704.1tr
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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401 ?...?
960704
Si-ATE OF Noivri I CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
DIVISION OF HIGHWAYS
GARLAN I) B. GARRETT J R.
Sn RI IARY
1'. t >..13o1 1551
lndre?? s. N. C. 28901
1uk- 22. 1996
GRAHAM COITN'ry
SR 1.214, SR 1288
k1r. Bob Johnson
US AtYnv Corps of Engincci :s
Reg. Field Office
Rm. 75, Grove Arcade I311i1diii
37 Battery Park Avemtc
.kslic."ille. N. C. 28801-2711
Dear Xh-. Joluison:
g
The North Carolina I )cpai wicrit of I raiisportation (N('DOT) is prop(,Nw - Io
grade, drain, base, and pave SR 1214. \ 1(,tintain Creek Road and SR 1 28R.
Creek Road. In order to consirt.tct this pl-0Wc1 in accordance with our ctn rent
secondary road standards and dut to the protimi(y of a trout stream (l\loniilain t 'i ct,1:
and tributaries, DE1\4 Class C - Trout Walci) and replacement of pipe culver(s. N, ii c
requesting authorization under Section 104 of the Clean `4'ater rkct.
I am sending a straight-line diagram with the proposed erosion cowrol. -IT
stream bank, and construction limits and \arious site,, along the protect N?hr,:r< \'\, \', Ili
be in conflict with the streanis. In addi(ion. I 1111 sendintz it typical section of 111,. ld.
cross sections, drawings Ior pipe ctilv,rt i-cplacernenis, general notes and Stan hl ,11; oll
some erosion control measures. and it niarl:cd neap. t47e propose to install 111c Two,
culverts slightly below the e?istin??. ,1r?anrl <d elevations <Nhere (lie bedroc.t, i; I,"t
encountered to minimize impacts to mldiiic habitat and allot- the existinp sir,_:uii
Ack
%Mj
\ir. 1'.oh It)hnsoll
Pa??c
Jillv 100(
<vradicw( 1n remain as unchan!Ted as is physically possible.
l'llc hest management practices will he used to minimize and control
sednnclilailon and erosion on this prOlc;cl. The Ci>n51111?1iotl foreman will review all
el•oslOI) 001111,01 treasures dally to ellstlre sZdinicillalloil and erosion are effective. If the
platul,:d devices are not functioning as in(encled, they will immediately be replaced with
better dc\i"s. The rock-silt screens and other erosion control devices will be in place
prior (,) pipe culvert constriction and will remain in place until the project is stabilized.
. By copy of this letter I am asking Mr. David Yow, North Carolina Wildlife
Resources Commission District 9 Em%ironimmlal Coordinator, to comment directly to
YOU ,:011CC1'1iin2 the 404 Nationwide Permit Requost.
1 request will be made on this pr(.jeci lot, ;t temporary encroachment in the
Troll( \Vatcr 13utTcr lone of :Oounlain Crccl: and I am asking Mr. Yow and Mr. Ed
In c..1n;a Roadside 1?nviron?newal Engineer (NUI X ) F) to comment directly to me
con?cl ?lin_. Ow Trout Water Buffer "Lots:; h.ncroadim,:nt.
ls,o, by copy of this letter, I ant requcstin? awho rization to proceed tinder
Section -101 of the Clean Watcr .pct l'oni the 1 >ivi;ion ol• I'.m.ironmental Management.
It \\ould lilac to begin construction a., quichlti as possible. If further
infnrmmi on V, required, please call me at (704) ' Q1 --1105. Your early re-%iew and
cou?i(t,:la(iorl ?Al bo greatly appreciated.
?io,.c;'clti
Brian U. 13urc.h
Cmuit' .N laliltenance Engineer
13UI? 1•I
All.i'Aml':Ills
cc: \ Ir. t'ichar(i Phillips, 1'. E., Regional I TILinecr 1 *1 INIR
\ 11.1. 1). Martin, N. E., Division 1 nt?incer
\ lr. l•.. I .. Ingle, Area Roadside Imrironnlcnlal Fn<2111cer
\ Ir. Marie ( Talamb, Water Quality Certification L. nit, D1` NI
h. I Yow. Dishict 9 Frl\ironincntal Coordinator. N('\VRC
\ Ir..1. B. Srtzer, P. E., District Enginccr

DEM ID:
9 6 0 7 0 4 ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit #): 026. .
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
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P.O. Box 1890
Wilmington, NC 28402-1890
ATTN: CESAW-CO-E
Telephone [phone]
WATER QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIRONMENT, HEALTH,
AND NATURAL RESOURCES
P.O. Bor. 29535
Raleigh, NC 27626-0535
ATTN: MR..iOHN 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. Owners Name: NoRrtt CINymuN A DEPayarwetiT Uc TrtwNSyoA.T1A-T1uJ
2. Owners Address: P O Box 1551 o R N DRE WS . N C a 890 1
3. Owners Phone Number (Home):
(Work): (x104) 3al - 4106
4. If Applicable: Agent's name or responsible corporate official, address, phone number:
E7,11kN C. BaRCki
5. Location of work (MUST ATTACH MAP). County: CTRA N A IM
Nearest Town or City: R e RB 1 ru svt t_iX NC,
Specific Location (Include road numbers, landmarks, etc.): SK I a 14 . MaurimN CREEIK RuAD
AND SR la SB CT REFNS CREEK ROAD
6. Name of Closest Stream/River: MOUNTAIN CREEK
7. River Basin: L rIM& 76NK65SE8 AVER 065'N
8. Is this project located in a watershed classified as rou SA, HQW, ORW, WS I, or WS II? YES 1X1 NO [ 1
9. Have any Section 404 permits been previously requested for use on this property? YES [ ) NO DKI
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: 0 . QZ5 ACRE AT l'RoSS/NGS
Drained:
Flooded:
Excavated:
Total Impacted: 0.Od5 ACRES
12. Description of proposed work (Attach PLANS-8 1/2" X 11" drawings only): To 61//DE N AND
PjgyE /.S(o mu-es OF SR /214 'AND 0.57 MILES OF SR )QAA TO
me -r CURRENT /YCDOT STANDARD5-
13. Purpose of proposed work: SAm&
14. State reasons why the applicant believes that this activity must be carried out in wetlands. Mso, note measures
taken to minimize wetland impacts. 1V,J A
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 species or critical
habitat in the permit area that may be affected by the proposed project. Have you done so? YES [Xj NO
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS,
16. You are required to contact the State Historic Preservation Officer (SHPO) regarding'the resence of historic
properties in the permit area which may be affected by the proposed project? Have you done so? YES [XQ NO [ j
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, and lakes on theproperty.'
B. If available, representative photograph of wetlands to be impacted by project. , 1 .. - i .;
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 copy.
E. What is land use of surrounding property? Ruagt_ FAR-MI-troo5 AMb WOnDLANDS. RestoermAL.
F. If applicable, what is proposed method of sewage disposal? N / A
Owner's Signature Date
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t
EROSION CONTROL
DETAILS AND.
SPECIFICATIONS
Std. # Descriplion
1.
?=-
245.03 Temporary Silt Ditch ---- .... vi - 2
245.05 Temporary Diversion ............................. -T D V1- 4
01
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890.05 Temporary Slope Drain with Earth Berm .......... E- ? - V1-8
245.01 Silt Basin Type A ............................... ------ -- V1 - 10
245.02 Silt Basin Type B ................. . __ _ vi 12
892.04 Temporary Rock Silt Check Type-A ....... ... ---------- - V1 - 14
895.10 Temporary Rock Silt Check Type-13 ....... ..... )o - ---------- -- VI - 16
892.01 Temporary Rock Sediment Dam Type-A ............ __ _ VI -18
892.02 Temporary Rock Sediment Dam Type-B ,_. vI - 20
897.01 Rock Pipe Inlet Protection - .••--._.-.--_..... .....
?? ?% __
ao 0
_ Vi - 22
894.01 Rock Silt S creen .................................... ..... VI 24
245.04 Stilling Basin ....... ................
..............•-- ........... .. vi - 26
Rock Inlet Protection:
896.01 Type A ............................... A ? - OR A )? ----- VI 30
896.02 Type B ............................... B ' OR B)) ----- VI - 32
896.03 Type C ............................... C - OR C ) ---- VI - 34
VI-I March, 1993
CONTf?OL SYA17L-3(
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(WO . . . .. . . . . . . . . . . . . . . . . . . . . . . . `7.1•L).1.( '1?)?? -~?-
•I•(•lt'pholle u1. Tolograph Pole ..... ,r•IIoI• ? I
Tower i-')olc and L*
.Power Pule .............. ......... 11: Y1.; r o ? 11•ICC??• b r
?:asenient Line ...................... -- \_
t,Jr)??In,; I.inli[ .................. - '?
d;uard Rail ......................... - -
.mItary Sewer Line .................. ---: • ----- - 5?
A t e r Line .... ----=+ ?----i 1
1.1110 ............. ?? ............ c'? s -o-
( lia.in IAiJ.- Felice ................... -a n- --a---0-
10%,-C-!) Wire Fence .................. - o---?l- --?7---?-
.i:?S;C(1C(':iClUll . .. .. . .. . . . . . . . . . . . . . . . .
!i•.•foresiatioll .......................
TeI'.1por arv Sil[ Ditch ........ . ....... 'I s.7 Tin
Teli]rjoj-:IIwSIJe 1ei1Ce ................
e111,1POI•ary Slope Drain ..............
Muriel ........................
:;1't 11.'Ilc.ck Dam 'type A ............... .?r
:... ('heck Dam '1yq)e 8 .... . ........
it) 'I?Pe A .................... .
........... .......
..C CJ1c?Clc Danl ...... . . . . . . ..
i
TEMPORARY SILT DITCH:
TSD
i
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:
1
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
VI-6 March, 1993

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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-13 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

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I
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 foot lower than the outer edges
(top of channel sides)
• The spacing (ft.) = (3 / % of ditch grade) X 100 ft.
VI-16

March, 1993

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VI-17 March, 1993
ROCK SILT SCREEN:
I
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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VI-25 March, 1993

GRAIIAM Co.
_ROAD MANI? UPPER MOUN'?AIN CREEK
1214-M
C R v
6.932085
W.O.
E O P S R 1214 STA O+hO TO 82+5n r,.0_M 176+00 SR 1214 !'h+Oh TO In-tan
AI?DiT].Ql'1_.
IMPROVEMENT
X
X
TO BE PAVED
1-POLE/?-CW
T. POLES TO BE MOVED 0
50'
R/W W3DTIl 1'1= 50'
SCALE
4-10-96
DATE
»w.w...w?....«+.?+.+.+w..»,-..,+r.^^^.-.w.r-Mtkill?h?tM? •v.+.w.»...............
?.... _._...?...w.?...:«.ww?nw.b.,..... . sV+wwlriN-?r•r..._..... ?..r _. .
POLE DATA
i

PROJECT UPPER MOUNTAIN CREEK SR-1214-M COUNTY GRAHAM :illEl'sT 1OF1
OWNER OF POLES NANTAIMA POWER & L LGIPC
.d

4
4.U. NO. 6. 932085

STATION

POLE UIST. FROM
CL
PRESENT RU. UIST. FROM
CL
PROJECT UIST CL PROI
AF'T'ER
MOVING

EMARKS
RT LT RT LT RT LT
10+00 41/19 28' 28' 40' MOVE POLE 40' LT NI-'.W Cl,
2-CW

J

I

•
HIL'AME A. GLADDEN
P.O. BOX 915
ROBBINSVILLE, N.C. 28771
(1)

BEG. CHECK DAMS SPACED AS
REQUIRED STA. 1+50
SITE # 1
'i I oo
(Y.
0
b?
ri
0100
25

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i

8'x 3'x 2' SILT BASIN TYPE B
?., (2)
i
`\' ADD till, CMP
--._ ...-
I
I
SITE # 2
BUFFER ZONE
(1)
END CHECK DAMS SPACED AS
REQUIRED STA. 7+00
i
i
(1)
BEG. CHECK DAMS STA. 7+50
K?
tl END RIP RAP DITCH STA. 7+50

w
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I
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oa,1°
Y
C v J 9 00
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PL
1 t3"
i
END BUFFER ZONE STA. 14+50
'i
<-
REPLACE W/ NEW 24" CMP
CMP
v Y

R I TA MATII I S
RT 3 BOX 231
ROBBiNSVILI.E, N.C. 28771
(2)
(1)
SITE # 3
(BUFFER ZONE

18"
r
BEG. BUFFER ZONE STA. 10+65
v
I3
cc
® 81x 3'x 2' SILT BASIN TYPE B
_CMP ?.?
?. REPLACE W/NEW 18" CMP
U'
V
1UfUU
ob. 'w^T'?MMb414.1Y1fHT.w1Yw?.?.r......... ........? .. ... ...... .. .. ..
SITE # 5
ar ?'af9
o° ?4c

REPLACE W/NEW 36" CMP
END RIP RAP DITCH STA. 18+75
8'x 3'x 2' SILT BASIN TYPE B
1 S" _CMl _ .?
REPLACE W/NI.W 18" CMP
of+b,,'R: - - • ©A"?------1 ._
I'll r (l[1 I _.__ -? 20+00
24" CMP

1?.:?
toc- cwt

o • h?S

5
- - U --->
(1)
END SILT FENCE & ROCK BERM STA.
17+75
r r:
Q
(2)
BEG. RIP RAP DITCH STA. 17+00

-51
BEG. SILT FENCE STA. 15+25

U'
BEG. CHECK DAMS STA. 15+25
15rUU
00
!'T) I) '- -- t.
25+00
BEG. BUFFER ZONE STA. 24+50
.Y
(1)
BEG. CHECK DAMS STA. 22+50
(1)
n-

BEG. SILT FENCE & ROCK BERM STA. 22+5
S I'fE // 7
END SILT FENCE & ROCK BERM
STA. 22+00
BEG. SILT FENCE & ROCK BERM
STA. 21+50
SITE # •6
; 22+35
BRIDGE # 106,,'
JOHNNY & OPAL LONG
- -- MILLTOWN RD. (3)
ROBBINSVILLE, N.C. 28771
22+00 END CHECK DAMS STA. 22+00
V BEG. CHECK DAMS STA. 21+50
?? 1nA O
.E __ REPLAC! E W 24" CMP
18" CMP
;'I I 1111 201 00
I
I
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' I
;Illillll I ;3UIUU
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BUFFER ZONE
8'x 3'x 2' SILT BASIN TYPE B
(1)
_',
j
18"
iV --

- CMP
ea r AUO 18" CMP
?e
(1)
SITE # 8
I BUFFER ZONE
PUFFER ZONE
1.._.-5
;'! ? i l 11 l
I -11-?- ?
I25100
a
1! i 11111 ! _ 35 100
END RIP RAP DITCH STA. 34+75
.Y
_5

(1)

1SITE T-9-1
END CHECK DAMS STA. 30+50
a
1
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1811
c>
Iq
vL--6
(1)
BEG. SILT FENCE & ROCK BERM'.-STA. 33+5(
CMP
a
NEW 24" CMP
lS_ p
END BUFFER ZONE STA. 31+20

:211 i 1111
30100
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SILT FENCE & ROCK BERM
BEG. CHECK DAMS STA. 38+00
END RIP RAP DITCH STA. 38+00
(4)

CLAUDii ADAMS HEIRS
7 EDDIE ADAMS
1369 POWDER SPRlNCS RD.
MARtErl-A, CA. 30064
(4)

(1)
ISITE # 10
1 -i
U-?
(11 1
18" CMP

?e
p?
I
t! o?l II I 3?

(1)

P1
Q;.p REPLACE. W/NEW 24" CMP
a a
tt U,
0
t
'l'.111III
J----5
45+00
?j
vi
LC
?Y

(4)
3
Q
BEG. CHECK DAMS STA.42+00
END RIP RAP DITCH STA. 42+00
(4)
fi I.

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SILT FENCE & ROCK BERM
?3TTE # 11_I
110100

RIP RAP DITCH
BRIDGE # 107
40+00
.?. ..-..,...Iw..e?.....?..,.,.MI?IHR+MMW.M»r,,.,a.d..?.»....... ? .,?.,.,..,.. ... .... ...._ . .. ...... .... .....? . -......... .... ,. .. ... ....
(4)
®I 501-00
I
i

1
cr

BEG. SILT FENCE & ROCK BERM STA. 46+00
END SILT FENCE & ROCK BERM STA. 45+60
_-.. L.-

i' f i l l /151(10
(4)
!)") I P0 I
(4)
END BUFFER ZONE STA. 52+50
55WO
?Y
I '
j 8'x 3'x 2' SILT BASIN TYPE B
ADD 18" CMP

---
(4)
1
CC
SITE h 13
SITE # 12
BUFFER ZONE
?i. 8'x 3'x 2' SILT BASIN TYPE B
C
i _
. REPLACE W/NEW 24" CMP
18"
U'
-

BEG. BUFFER ZONE STA. 50+00
!IIi11III 50I00
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W IM, II

ED ORR
P.U. BOX 1035
ROBBINSVILLE, N.C. 28771
(6)
00
PL 58+2o
dry
0) I.
BEG. SILT FENCE & ROCK BERM STA. 56+75
END SILT FENCE & ROCK BERM STA. 56+00
-?I
_1a"_I
-- VI GU+UU
DUN HOLLAND
R,r 3 BOX 7.:37
ROBE I NSV I LLE. , N. C. 28771
U-?
-
CMP
- ---I -- - -
Uc'
!I!?IMl

(4)

1551UU
-- T
IiW 3fi" CMl' -
PL ;5 i i
V (i5+00
.Y
(6)

BEG.BUFFER ZONE STA. 60+00
. 4
ICI
18"
ti

8'x 3' x 2' SILT BASIN TYPE B
CMP
_ od ADD I8":CMP
(S)
3
cl:
8'x 3'x 2',SILT BASIN TYPE B
CM /
o
REPLACE W/NEW 1811 CMP
a
GO100
r*mMMw.....?+...?pYwrTM?'?••-c..wl+?rrlMe?..•...?r. rr?wrwwwir+r.. .,-.... .... ....
71.)1O() I I
70 MO
(4)
.d
SITE # 15
o?
a t
p ?.
18tt
CMP
--

W/NI,W 36' CMP PL
(4)
END BUFFER ZONE STA. 67+50

SITE # 14
15"
U[r ,,, A
li'.i?llll
I3
v (5)
U'
-V
O 8'x 3'x 2' SILT BASIN TYPE B
CM
A'p't
a REPLACE W/ NEW 18" CMP
.......-
?J
-- --'S6rilUll
00 1.5100
? i
i
i
?'lJ e:l
i - 8'x 3'x 2' SILT BASIN TYPE B
_1_? CMI o..-
•Y
ADI) 18" CMP

(1?) ,
BEG. SILT FENCE & ROCK BERM STA. 73+00 I
l t: I

I
# 16
_5
a?
(4)
,
V BEG. CHECK DAMS STA. 71+00
8'x 3'x 2' SILT BASIN TYPE B
q? c
REPLACE W/NEW 36" CMP
It ? DO C
1811.1 CMP

10100

BEG. BUFFER ZONE STA. 79+00
(4)
BEG. SILT FENCE & ROCK BERM STA. 76+50
SITE # 17
END SILT FENCE & ROCK BERM STA. 75+50
P(lIUII

rr
18"
L
>o
- L
7!i Utl

w
(4)
w
3
d
Al
BEG. CHECK DAMS STA. 76+50
CMP
- - °t'- \ 76+00 SR-1214 - 0+00 SR-1288
z4z
d REIV AL CE W/NEW 36" CMP
4. ,
are
v END CHECK DAMS STA. 75+50
75FUU
v
' 115 1 l)ll _; . _ 85100
E.O.P.
END BUFFER ZONE STA. 82+50
82+50

3
82+
_ v
EARL BkJCHANAN HEIRS
% DILLARD & IIILDRED SIIULER
P.O. BOX 24
ROBBINSVILLE, N.C. 28771
(7)
rSITE # 18
A?
80+50
G R ? ?.
(4)
1111 1 ul )
(7)
BEG. CHECK DAMS STA. 81+50
48" CMP
.? REPLACE W/NEW 60" CHP PI
eR80+50
(4)
- I 80100
wmti.,....,......... ., ..,,,,.,...y..,.,..... __.,............... .,,.,:,,..,,.:
JACK & RUTH WIGGINS "???? - - ??
RT 1 BOX 204-A
ROBBINSVILLE, N.C. 28771
(2)
l8"
PL 4+25
4 nl
0 F?` 5
SITE # 19 -
1
CMP
(2)
f
REPLACI: W/NF.W Z(," CMP
G rY
4±.25 pi•
vi
CLAUDE ADAMS HEIRS
7 EDDIE ADAMS
1369 POWDER SPRINGS RD.
MARIETTA, GA. 30064
(1)
y
f-

BEG. SILT FENCE & ROCK BERM STA. 0+00
SR11214 76+001=? SR-1288 o wo

I-- V
(1)
BEG. CHECK DAMS STA. 0+00
Moo SP-1288 - 761oo ,,it-1214

h) - tu? I I 10100
CECIL & JUNE ROGERS
RT 3 21 GREENE CREEK RD. j
ROBBINSVILLE, N.C. 28771 i
(5)
I_1511 _CMP
O ? (7
?S I TE #_3J0 BILLY BUCHANAN
% JOANN GREENE
P.O. BOX 171
ROBBINSVILLE, N.C. 28771
(3)
BEG. SILT FENCE & ROCK BERM STA. 7+50
END SILT FENCE & ROCK BERM STA. 7+00 i
PL 6+85 I
Tr ,-? `I
i
(2)
I
BEG. SILT FENCE & ROCK BERM STA. 5+00
- v
k"
(5)
REPLACE W/NEW 24" CMP
Y
s
END CHECK DAMS STA. 8+00
CARL BARKMAN
411 BROWN RD.
OT'l0, N.C. 28763
(4)
K
BEG. CHECK DAMS STA. 7+25
END RIP RAP DITCH STA. 7+25

(2)
RIP RAP DITCH

P
...sn.ew...,?y...?ryr...?...,,,

15100 END RIP RAP DITCH STA. 15+00

_ ! i U-
- --

BEG. SILT FENCE & ROCK BERM STA. 13+75
END TEMP. SILT DITCH STA. 13+25
(5)
TEMP. ROCK SEDIMENT
DAM (TYPE -B)
n_
A
BEG. TEMP. SILT DITCH STA. 10+00
;Isl i
(5)
0'
Q
10100
RIP RAP D I TCII
' ;'Ilillll

1 20 00

Q
TEMP. ROCK 6EDiMI:NT I
DAM ( TYPE 13)
7175
v
-1---®
n_I

(6)
BEG. TEMP. SILT DITCH STA. 16+2

r
5 0
'
?..__ ..
__>

24" 5
CMP
,? r..
n
c1 o
? Cl
SITE # 2.1 c,
(5)
I`iil)II
END CHECK DAMS STA. 19+50
LYNN & DELORA 13UCIIANAN
R'P 3 BOX 60
ROBBINSVILLE,N.C. 28771
(7)
HD & BE'I"1'Y JO ORR
P.O: BOX 1035
ROBBINSVII.LE, NC. 28771
(6)
BEG. CHECK DAMS STA. 16+25
REPLACE W/NEW 24" CMP
4u
(5)
15+00
•.•..?._..nS+w+e?+w1^.wM«.M!/IwA?^r^?+.•: nr!M'T+MMfRH'q'N rr..s...........«» .-.....

I
NOTE: REDUCE R/W TO 20' ???
LT NEW CL FROM STA. 24+50 %
TO 25+50 FOR SAWMILL. REMOVE
PLANER OFF R/W.
BEG. CHECK DAMS STA. 24+00
i?
8'x 3'x 2' SILT BASIN TYPE B
r
END SILT FENCE & ROCK BERM STA. 22+75
(8)
i 15"
n.
BEG. SILT FENCE & ROCK BERM STA. 22+00
SITE # 22
(7)
I_ 48'S
C? r
6'
25 100
L .?1 NO`rE: REDUCE R/W TO 18'
R1' NEW Cl, I- ROM 24+30
TO 2550 FOR TROUT REARING
POOLS.
.a
- -? - c,+
BEG. BUFFER Z ONE STA. 24+00

R11'LACI: W/NI:W =lq"CMP

C"V I END CHECK DAMS STA. 24+00
--- -
TOM & DIANE IMCIIANAN
41 GREE..N S CRI:I:K RD.
ROBBINSVILLE, N.C. 28771
(8)

--- VI
CMP _ 1114
o
U-- > n
n
S
BEG. CHECK DAMS STA. 22+00
REPLACE W/NEW GO" CMP
Pi
(7)
20100
E.U.P. ;31111111 I-Ff 30t(E 1 E.U.P.
END SILT FENCE & ROCK BERM STA. 30+00
END CHUCK DAMS STA. 29+25 ZANE BUCHANAN
61 GEENS CREEK RD.
ROBBINSVILLE, N.C. 28771
(10) (10)
BEG. SILT FENCE & ROCK BERM SYA.29+1
END BUFFER ZONE STA. 29+00f
v I I REPLACE; W/NEW 18" CMP
8'x 3'x 2' SILT BASIN TYPE B
" CMP
27+60-..4Jao° - - - - A 27+60
'Vq j?pQ
17t? Ci '<y?
ran ??pn
'- -- SITE #23
1 BUFFER ZONE

l
(9)
1 0' >
v -1-
- --------- 2?f 6 S __
Pi
(8)
;'!?illlll__?
lfi 1 U(I
IIETT IE RIDDLE
P.O. BOX 544
ROBBINSVILLE, N.C. 28771
(9)
(8)
r
MAG.?- NORTH
SITE 1
OLD
O'
0
STA.1+O1
7BEGIN RIP RAP
DITCH
SILT FENCE 8ROCK BERM
V BRANCH
REPLACE W/ 40' x 36" CMP
t I

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1
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STA. 8+75 TO 9+75 SITE 2
END BUFFER ZONE 9+75
40'
NEW
ef -
}
'T j
-- I
1_ II

1k11111??fi1?f i??`
,ter
MAG_ NORTH
E
f
SITE 3
STA. 10+65 TO 14+50
MAC. NOR- - NEW
CL
40' END BUFFER ZONE STA. 14+50
20' 14+00
_ 19 13+50
1-
271 13+00
SILT FENCE i _ 311 12+50
ROCK BERM
• 26 12+00
--2 11+50
ff
? 28 _ 11-4-00
r_ 40 BEG. BUFFER ZONE STA. 10+65
I i i
t .- A- _
_
I

- 1

I-
i
r N -
H TA., 11 Rai 3 - -
i ? I - -

ME 6-11

,sl?

Oil
13
W ?j?--
REP", E
.
,
i
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.•af-

`9C SITE 4 , STA. 14+98
*Qp NEW
? OLD CL `
!'
I
_1.:. _R P E I_ j i
pi C& Pi
:
A
I
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VIE IT

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ti
SILT FENCE
&
ROCK BERM
[ROCK S I LT ? ft
SCREEN
SILT IT.NCE
ROCK BERM
13 6
NEW
OLD
CL
STA. 20+85
7 ACHECK DAMS
SPACED AS
REQUIRED
i
SILT BASIN
TYPE B
/ 8'x3'x2'

SILT BASIN
TYPE B
8'x3'x2'

CHECK DAMS
SPACED AS
REQUIRED

qnr-
l ..._ P-R )P S Dr 71-1 L - i.. _ .... i... { -{..
-?- -
EX I
-I-
.. RE Ir.Acr
c 24 1
I AL
:

SITE 7

?O

y.

CHECK DAMS
SPACED AS
REQUIRED

SILT BASIN
TYPE B
8'x3'x2'
BRIDGE # 106

SILT FENCE
ROCK BERM
NEW
iCL
M0?It1'f ntN
_ `---
SILT FE NCE ?
GQ`?
STA. 22+30?

SITE 8 ISTA. 24+50 - 31+201
NEW
CL
o
31+20 35____ _
a -_-?j END BUFFER ZONE
31+00 30- -- - -
30+50 21'
?. .
30+00 ?,,5
29+50
29+00 _-..36-__ -----
'
28+50 _ _ -3 72 28+00 _ - 2.3!.
?•
-- - / & FENCE
27+50 _ 23' - SILT
ROCK BERM
27+00 _ - 20_ -
26+50 24'
26+00 28
25+50 35'
25+00 251
.--'
24+50 40' _ _ - _ __?? BEGIN BUFFER ZONE
•Haw.•+srwMw.M.ww...a.?+»re.w...-..... ....,qr-.r?^nr ... .r ?IMfl'WI?•+... ...

-

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1 II
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SITE 9
R[1' RA
TCCDIT
SILT BASIN
TYPE B
8'x3'x2'
1' BRANCfI?
CHECK DAMS
SPACED AS -0
REQUIRED
STA. 31+30
NEW
OLD
...
SILT FENCE
8ROCK BERM
ROCK SILT
~- SCREEN
SILT FENCE
ROCK BERM
1... ?.. i PRO. 1) E
?' _ CUT i. I I -
I j 1l 1 1 I -
-?:
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I
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SILT :BASIN
TYPE 'B
8'x32'
i
NEW
OLD
?` - ROCK SILT
SCREEN
SILT FENCE
ROCK BERM
- i i
?IST
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1
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STA. 35+17
SILT FENCE
®- - &
ROCK BERM
_ _ _r
l I
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SITE 10
=_"?A

SITE 11 I
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SILT FENCE
& -- ?
ROCK BERM

CHECK DAMS
SPACED AS ----
REQUIRED
v
NEW
MOUNTAIN
- -- .
;REEK
STA. 40+10
I RIP RAP DITCH
SILT BASIN
TYPE B
8' x 3' x2'
IBRIDGE # 107
SILT FENCE
ROCK BERM

Mme.. N1?r1?1?MT!rt?wuwTf+w..1•+.r... ... ., ......,........ ... ......_... ._..._ -

SITE 12
(^?STA. SO+00 - 52+SQ
NEW --
_ 40! -1 (;L52+50 I END BUFFER ZONE

L v l

- -;

20'
22'
35'
30'
40'
i i
52+00
51+50
-SILT FL'NCE
51+00 ROCK BERM
50+50
50+00 i-cc.
i
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1_ J
I I R E T .(#1
j- -
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`?9C SITE 13
N?Nly
ROCK SILT SCREEN
SILT FENCE
& --r
ROCK BERM
NEW OLD
CL CL
-ti L r,
is
_...1. 40 43 ?- P1 -
i
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El,
STA. 51+50
CHECK DAMS
f- SPACED AS
® REQUIRED

2' BRANCH
SITE 14 1STA. 60+00 - 67+50
NEW
CL _
40' 67+50 L'ND BUFFER ZONE

--401-- 60+00 BEG. BUFFER ZONE
10
35 67+00
I
351. 66+50
I
35' 66+00
35' 65+50
70' 64+60
18 18' TROUT RUNWAYS
I
- - - - - - - - - 501 - - 63+50
63+00
35'- _ 62+50
29'- 62+00
21' 61+50
21' 61+00
35' 60+50

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ROCK BERM
END TEMP. SILT
DITCH ,@ STA. 69+
ROCK SILT SCREEN) 10
BEG. TEMP. SILT
DITCH @ STA. 68+50
SILT'FENCE
ROCK BERM
I
SITE 15J
OLD
i
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X 11- c, 1
STA. 68+85
® CHECK DAMS
SPACED AS
REQUIRED
SILT BASIN
TYPE B
8' x 3' x 2'
RAP DITCH
I P
CHECK DAMS
- SPACED AS
REQUIRED
i
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SILT FENCE
ROCK BERM
ROCK SILT
SCREEN
SILT FENCE
ROCK BERM
SITE 16?
NEW
OLD
+-
R(PM) E i,.
2• -?- - - -+- - - I- + -
R C _ -1
1 _ - -- -- -i -- - -? -I- -? .
I
I
STA. 70+76
r
CHECK DAMS
SPACED AS
REQUIRED
SILT BASIN
TYPE B
g, R
?- ' 3' BRANCH
CHECK DAMS
SPACED AS
REQUIRED

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NEW
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P
STA. 76+0ifl

SILT
FENCE
ROCK BERM
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ROCK SILT
SCREEN
JIP
SLIT FENCE \
& R0
P O O ED
Taj is ,
71 7
'f CHECK
DAMS
6% SPACED
AS
v REQUIRED
SILT BASIN
TYPE B
81x 31x 2'
2' BRANCH
- - J-
?r- -
Rif

'? .. 35' NEW
' CL
7 ?
O
y - 31'
I
26'
r
\ lg?
SILT FENCE
& 1% RUCK BERM
SITE 18 STA. 80+55j
82+50 END BUFFER ZONE
82+00
81+50
81+00
_ EXISTING Q481'
ROCK SILT SCREEN
i
fi
i
1%
rl T F CE
&
K BERM
79+0
?:.. DSO
BEG. BUFFER _ZQNI;)
x,40
80'00
,-'
??6' BRANCH
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sITE 191
9
END TEMP. SILT
DITCH @ STA. 5+00
Ll
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1-
ROCK SILT SCREEN
2% 4
/
BEG. 'lEMI'=4+00
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STA. 4+25
NEW
OLD
CL DRIP RAP DITCH
2%
8'x 3'x 2'
SILT BASIN
E B
;J?3' BRANCH
30'
_?-
2% CHECK DAMS
SPACED AS
REQUIRED
V

G, SITE 20 STA. 9+301
NEW OLD
CL CL
RIP RAP DITCH
TEMP. SILT
DITCH q
y
L
?1
2' 2%
8'x 3'x 2'
SILT BASIN
TYPE B

ROCK EXISTING 30 x 15"?CMP
SILT 1' BRANCH
SCREE
0 4
8'x 3'x 2'
SIFT BASIN
A rYPE B
SILT FENCE
&

ROCK BERM -
IECKDAMS
_ ACED AS
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iQD I RED
R
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SIT-E2 1
NORT /
H
410
2
BEG. TEMP.
SILT DITCH
Q 16+00
SILT FENCE
& 5.
ROCK BERM
asp= _ 35' x
ROCK SILT E
SCREEN._?
2%
SILT FENCE
&
ROCK BERM
P OI040 FILL
'
SLOPE.
?I T NC F I_
f ,
OLD NEW

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STA. 15+56
D
RIP RAPDITCH

SITE 22
NEW OLD CL
CL
STA. 21+00?
14
CHECK DAMS
SPACED AS
2% REQUIRED
® 8'x 3'x 2'
SILT BASIN
TYPE/ B
6 BRANCH
ux 8'x 3'x 2'
SILT BASIN
TYPE B
TEMP. SILT
DITCH 2%
1
i
ROCK SILT SCREEN--+
TEMP. SILT
DITCH 2%
3'
STING 20' x 48" CMP
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qC SITE 23 STA. 24+00 - 29+00
29+00 CNEW 40'
- - --- - • -- - END BUFFER ZONE
ry
28+50 35'
28+00 _ _10! SILT FENCE
-- &
ROCK BERM
27+50
27+00 25'
26+50 _ _ _21'_ •_ _..
26+00'
25+50 SILT FENCE
4- &
ROCK BERM
25+00
24+50 40
24+00 _ 40' T _ _ _ _ _ BEG. BUFFER ZONE

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