19970155 Ver 1_Complete File_19970220

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
APPROVAL of 401 Water Quality Certification
Mr. Danny Tolar
N. C. Dept. of Transportation
P.O. Box 3279
Asheville, NC 28802
Dear Mr. Tolar.
LT.WYW,A
10 *
A&41
IE:) FE F1
March 4, 1997
Madison County
WQC 401 Project #970155
You have our approval, in accordance with the attached conditions, to place fill material in 0.03 acres of
wetlands or waters for the purpose of improving SR 1382, as you described in your application dated 17
February 1997. After reviewing your application, we have decided that this fill is covered by General Water
Quality Certification Number 3100. This Certification allows you to use General Permit Number 031 when
it is issued by the Corps of Engineers.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required
as described in 15A NCAC 2H .0506 (h) (6) and (7). 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. Also this approval will expire when the accompanying 404 or
CAMA permit expires unless otherwise specified in the General Certification.
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,
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
on How , Jr. P.E
,,,('Ie 970155.1tr

Division of Water Quality - Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NO 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper

Mr. David.Baker
U.S. Army Corp of Engineers
Regulatory Field Office
151 Patton Ave. Rm. 143
Asheville, NC. 28801-5006
P.O. Box 3279
Asheville, N.C.
February 17, 1997
,;I ';)? ?b
401
Subject: S.R. 1382, Madison Co.
Dear Mr. Baker:
We are providing a package of design sketches concerning wetlands that
will be impacted by this project. We have enclosed a completed N. C. D. E. M.
application for your use.
We are planning on replacing or extending two pipes in unnamed
tributaries flowing across SR 1382 into West Fork Creek. These are not trout
waters nor tributaries to any.
If you have any comments or questions concerning this project, please
contact J.N. Jarrett or myself of this office at 704-298-274
Thank you for your cooperation and assistance in this matter.
Sincerely yours,
balnll ? - TQcv-
District Engineer
DRT:JNJ:jnj
cc: Mr. Eric Galamb, Div. of Environmental Management
Mr. David Yow, Dist 9 Environmental Coordinator
ebb`
O
N.C. DEPARTMENT,,QF,TRANSPORTATION
DIVISON OF. HIGHWAYS
SECONDARY, ROAD SlJRVEY 970155
401 ISSUED
SR .(38?-/ Ttfows OR • Ro.
_OCATION FROM SR 138.3 To SR r38Q
WOR !< YP ?r 845f? PA-UE MAW
WORK O E PRIORI Zz
COUNTY ?t?DCSO TOWNSIIIP GpAFtmuF=
DATE Z-r4-77 SCALE r"? so
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7-71 rr
HOVIER TELL

EROSION* CONTROL
DETAILS AND
SPECIFICATIONS

Symbol PaQ
_e
245.03 Temporary Silt Ditch

245.05 -- -- -----
Temporary Di ------------ 'SD
version
VI - 2
---
893.01 Temporary Silt Fence - T°
890.05 --------•
Temporary Slope Drain-with--Earth-
rain with Earth Berm ----
? VI 6

----

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-
('' VI.8
245
.02 --------------•--------. -?- -----
Silt Basin Type B --- VI- 10
892.04 Temporary Rock -- Silt------Check------Type-----------A-- ----------------- ? --- VI -12
895.10
Temporary Rock Silt Check Type-g .......... -------- VI - 14
---
892.01 -- --
Temporary Rock Sediment Dam Type - -A ----. ------------
6
Temporary Rock Sediment Dam T e-B
yp --- VI -1
897.01 --- --
---°--
Rock Pipe Inlet Protection - VI - 20
---

894.01 o
-• -----------------------------
°° ',° °
Rock Silt Screen .....
°° ° -

--- VI 22

245.04 ..........

Stilling ............. °
--
Basin

24
--- VI
------------------------------ ® -- --- VI - 26
Rock Inlet Protection:
896.01 All Type A ----------- ----------•
-= - A

896.02
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.13--OR B

V1 - 32
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.....__..•. C OR C )
V
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I - 34
P(PE OUTLET EQERG? D(SSe}P4TdP' .'.'.
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ROADWAY DITCH AND MEDIAN LINING GUIDELINES
Percent of Grade S,
Type of Lining Recommended
0
Straw and Tack
1 --_
2 Erosion Control Matting
3 ---
4 Synthetic Roving
5 -----
greater Stone
VIII- 2
March, 1993
t ? C
TEMPORARY SILT FENCE:
Hi
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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d F
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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 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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9 .

PIPE OUTLET ENERGY DISSIPATOR:
A pipe outlet energy dissipator shall. be used at pipe outlets to slow the water
velocities when it exits the pipe and flows out ditched or natural waterways. It is
an apron of stone of a sufficient thickness to protect the outlet area from scouring
out and causing--off--site sedimentation damage. Pipe outlet energy dissipators
should be built according to the guideline chart shown on page VIII-3 of this
manual.
AREAS OF USE: {
• Outlets of pipes and culverts to prevent scouring.
DESIGN CRIMRIA:
• In accordance with chart on page VIII-3.
• Filter fabric, or six inch layer of gravel, shall be used under stone.
MATERIALS:
• Filter fabric shall meet requirements of section 1056 of Standard
Specifications for Roads and Structures, January 1, 1990, for type II filter
fabric.
VI-34 March, 1993

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-1 6 6
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 b
y-mnnng 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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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)

VI-12 March, 1993
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DEM ID:

CORPS ACTION ID:
SUBDIVISION NAME:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #):
x?
PRE-CONSTRUCTION NOTIFICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
APPLICATION
1) NOTIFICATION TO THE.CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY= ADDRESSES SHEET). SEVEN
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME: N' C. DEBT 0f: TR6l45fCMTT06J
2. MAILING ADDRESS: F• 0. BOX 3277
CITY: ASHEUlLLE STATE:

K c
ZIP CODE: Z880?-
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
SR (382. , Ti OWS 8k . RD , MAN SOLI co,
3. TELEPHONE NUMBER (HOME) : (WORK) : Z98-Z74I
4.. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
p. R • TcQ0rR Z?8-Z74-I
P. o . BOX 327 ? 45ffEUf LLE, Kc Z88ae-
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: MAD(som NEAREST TOWN OR CITY: MAiW Ef(LL, MC
c
1
?p

PECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.) : SR 1360, ?7-1WUfS 8R • Rp M
'?
SR (383 j4cFulft(RD TO A 1380
6. IMPACTED OR NEAREST STREAM/RIVER: yjEST CRC-k
RIVER BASIN: . MalCR . BRCAb 4 UER _
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES [ ) NO [ ] IF YES, EXPLAIN:
NO
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [<
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
WA
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [X IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [ Jj IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 3
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: ?.,
r,.
0.05 IBC
2

10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: -0-G( AC +
FLOODING:
DRAINAGE:
EXCAVATION: Q. 0'Z Ac- +
011
OTHER:
TOTAL ACRES TO BE IMPACTED: 0-C3 AC ±
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: N/A FT AFTER: - - FT
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER: FT
AVERAGE DEPTH BEFORE: FT AFTER: FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND? 91A
WHAT IS THE EXPECTED POND SURFACE AREA? NlA
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY) :
?t PE S To BE R?-Pt ACED l MIEUDED W UMAMGD TR(BU TAR( C5 F[ VII C
ASS SR (382! (9TD WE5F R7RK GREEK Al RACJ?40E W(LL 8E
S Q To RERME AUO P[AcC? f(PE fu s7tZEi4M ,

13. PURPOSE OF PROPOSED WORK: TO *C(L(T'AT-r--- TH•C WMEWUG 4gD
PA-V 9 U o F 5P, (382, TRokra-5 gR . RD
3

a ?
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS):
5F-E C2) ALL OiTTM '. AND N
ECEssAy MEASURES
TO CaRROL

Efoswl AID S--bfmE(tmTc&[ WILL Be UTILIZED ; S(LT FEUclrs,,
s(LT BAs(14S4 RACK SILT CffEQ,-7S lu D(TCKES R(fWfAI6 [UL?iT5-
MTLETS of PIPES
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) REGARDING THE PRESENCE OF 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. DATE
CONTACTED : m -c • W. R. c. ?- - f4-77 (ATTACH RESPONSES
FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED: 91A
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES [I NO C1 (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
POLICY ACT?
YES [ ] NO []
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [ ] NO [ ]
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
4
a _ ?'*
• i
18. THE FOLLOWING ITEMS SHOULD-BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISr,PARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26,
29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1
INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
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. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?-
669(000.T'Okc
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
91A
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMtNT
PROGRAM.
b•R• 7? z-(4--77
OWNER'S/AGENT'S SIGNATURE DATE
`:err ; .
(AGENT'S SIGNATURE VALID ONLY t*
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
5

PROJECT REFERENCE N0. SHEET N0.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
REV1S10NS
P.I. = 17+49.02 P.I. = 15+72.90
P.I. = 13+14.14 _ '00' RT = 0 LT Q 1615 ° ~ Q 3107 0
Q = 39 09 00 RT D = 26°00 00
_ e ~ D = 30°00 00 D - 17 30 00 ,
T = 31.46 T = 53.17
T = 116.42 f L = 62.50 L = 103.72
L = 223.71 , R = 220.368
_ R = 190.986 R - 327.404
VELT &REVA CLARE.
DB 78 PG 358
3
RT. 6 P.O. BOX III
MARSHALL, N.C. 28753 M O
v ~ 6' + +
t9• N M
Q (V N
~ v 1, ~ ~ k~
LUTHER ROY & N C~ r, Q N ~ r~ r
JOLENE C. COATES ~ ~ J ~ r~r D- ~ + +
DB Iza Pc 65a k ° ~'ki ' \A
I J ~ R D ~ N 03 41 00 W , ! 1g'
T. 6 P.O. BOX ILO ~ ~ R o- Q ~ ~ c ~ 2~ o ~ W ~ O 'O~ LT S k
O MARSHALL, N.C. 28753 p~• ~ O~ X ~ N + ° 9 saw 8 0o Q - O 5 W 3 + 0 23 1 _ _ ~ $
EXTEND INLET 5' REPLACE WITH ~ + O ~ LEC 30'-18' CMP ~ ~ i ~ RK ~ R 1 1 LEWIS VELT CLA ~ N N ~ , h~ , - , 5 x~ '
O W 25E Pc $o - 5 ~ a ~ DB 98 0 _ , , ~ , pP 2
O ~ Q ~ - GR Q r '-18' CMP / ~ ~ 'Z p11. - ~tNP - - ~ 30 1 ~ ~ 2 p, P / _ Q ~ ~ ~ i ~ , r 20' ~ , O_
N t~ / ~ c ~s~4G Y ) S ~ 12~~ SI r , RT. 6 P.O. BOX III r5 ~ / r r PEAR 4 ~ O L , ~ \ ~ P~ N.C. 28753 12' MAPL G r ~ r O l
0 : x 29- 2 ,z~A ~,e GA MARSHALL, 3' DOGWOOD -,J + o HOLD z ~ ~ + 1 Z ~ ~ r ~ WATER . -I-
o X ~ ; ~ oo ° , o w ,w.l ~ 0 ~ ~ - 5 ~ e E 38 N ° ~ ~~P ~ ~ + + ~CUTOFF~ ~ to ° 237 ~ ~ B E~'~ ~ 00 / W
~ w 1~ /w00~ ~ d ~ ~ ~ IO 0 POPLAR ~ 1 MP ~ - \ ' R 3 ~ ~ - t E ' 1. SP CE ' POPLAR
. 8i / 9 0 30~ / / 9 \ OGK Wq ~ X ID' T 16' GR. _ L30 Q5 S
~ pP05~ / 24" \ C L L~ _ rn PR / ~ ~ ~ pNCH _ - - -L - ~ ~ P ~ c - - - ~ ~C/ - g ~ ~
~ ~ ~ / E-- Sa EP BLK SR 1.382 T~
5 G~ S _ i RUIN _ ~ ~ o soy = ~
~ 0 pRppOSE
/ n RO~~ ~ 6'p 4r
2~ ~5 X
~ ~ t0 U (Q J
50 0 OX s O W
5 0 p LUTHER ROY & ~ ~
50 ~ C. COATES "x ~ + JOLENE
- R ROY & ~ + x ~ LUTHE ~ OB 178 PG 658
s p JOLENE C. COATES f U ~ L}I K ~ ~ I VELT &REVA CLAR ~
1 OB 178 PG 658 a ~ ~ RT. 6 P.O. BOX 110 DB 78 PG 358 Q
I MARSHALL,N.C. 28753 3
BOX ILO ~ RT. 6 P.O. MARSHALL, N.C. 28753 RT. 6 P.O. BOX III
MARSHALL, N.C. 28753
_ +61.15 P.I. = 24+85.80 _ + 74 P.I. 23 P.I. 22 16. 9 - 0" RT = 55°26'30' LT
P.I. = 19+60.19 ° 0 - 60'110 Q T Q = 2018 00 RT
Q = 26°36'00' LT JO L ~ ° " ° p = 150 00 00 D = 43 00 00
D = 30°00'00' 0~ D = 32 00 00
T = 45.15' _ T = 22.13' T = 70.02' T - 32.05 ,
, L = 40.12' L = 12$.93 LEGEND L = 63.44
L = 88.67' R = 38.197' R = 133.246`
P R = 190.986' R = 179.049 -__+,i- EROSION CONTROL MATTING
~ g PIPE OUTLET ENERGY DISSAPATOR
PR®P®SED READ II o RIPRAP CLASS-B
I (Not t° Scale D i ROCE PIPE INLET PROTECTION
V ROCg SILT SCREEN
q~ 9' ~ ~ TEMPORARY SILT FENCE
TEMPORARY ROCY SILT CHECC TYPE - B
SILT BASIN TYPE - b
SCALE 1' = 50' 50'
0 50' 50' 100'

13-FEB-1997 14:52 ~ D:*rdy-PROJECT*sr1382*sri382s-/.p
d~v 13
- - -

i

_
PROJECT REFERENCE N0. SHEET NO.
REVISIONS 6,$6~?~?88 3
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
P.I. = 24+85.80 P.I. = 29+53.42 P.I. = 31+45.44
= 55°26`30' LT = 5°53'30' RT = 29°24'00° LT ~ ~ ~
- D = 43°00'00' D = 2°00'00' D = 35°00'00"
T = 70.02' T = 147.42' T = 42.95'
~ = 128.93' L = 294.58' L = 84.00'
R - 133.246' R = 2864.789' R = 163.702'
SUE SUE ALLON & ANNA BELLE SILVER
OB 125 PG 426
ti 7
c RT. 6 P.O. BOX 113 ~
v ~ r, ~ ~ ~ O ~ c-• MARSHALL, N.C. 28753 In ~ d~ ~ N
° ~n r r ~ + ~i r
~ N o } r~ ~ ~ } ~ ~ c~ M ~
~ ~ ~ TAMELA CARRELL & BETTY CLARK O a DB 185 PG 557 + V ~ + h ~
~ ~ ROGER EOMONOS ~ 4 N ~ o- v Q M
m 5 r
~C/ RT. 6 P.O. BOX III U Q Q RT. 6 1`~ v MARSHALL, N.C. 28753 a
' . , p S ni ~9 l~ k . , ~ELEC k MARSHALL.N.C. 28753 p ~ 0 N~° 0
k 'R X 2 (PROPO ± ~ ° SED 20'_1 . ~ti' 23 ~ . ti, 2 p , D 0
0 -R~X--~. ~ ~ 0~ 03, ~ 8 INP) ~ ~ ~ aStiD ,c~0~ . ~ PR 30 E ~ oP , \ t OPOSED 30'- ~ ~ a U PR 'GA'P,
18 CMP a 4~ q~~-16 , i 15 5 ~ o ~a N RAYMOND & ELIZABETH WYATT
<v - _ ; ~ PRp ~ w / - ? ~ PO$ , o iacoNC ~~acR ~ o ~ / ~ \ o ~ ~ DB 197 PG 92
xr En , 14 / ~ E?vc R/ 2 i /X x-~
/ X~ ~ ~ ~ RT. 6 P.O. BOX 114
_ Tom. SR ~ 25 ~ Qo / / x - ~ ~ ~ .re2 -L - f 1 ~ / ~ ~ ~ rHOa/,gs a ~ t _ / 0~ ~ ~ _ MARSHALL, N.C. 28753
~ ~ RaYCH Rp WHITE PINES / ~ R V ~ ~ is / oP~a t~ P~ ~ \
Q i i X--_ - 56W _ _ X--_X 9' ~ A ~ S ~
PRp ~ Pp / 3 SEO ~0 w
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PROPOSED ~ kP _ 0
0- m P O ~
M~
N v ~ ~ m
VELT & REVA CLARK ~ ~ x M ~ m
DB 78 PG 358 ~ _ ~ x M N V! A ~ f
3 o Q Y v
RT. 6 P.O. BOX III p a
MARSHALL, N.C. 28753 ~ WAYNE & IVA GLENN THOMAS
DB 127 PG 487
6 RAYMOND & ELIZABETH WYATT
1060 HWY. 213 OB 197 PG 92
MARSHALL, N.C. 28753 8
RT. 6 P.O. BOX 114
MARSHALL, N.C. 28753
P.I. = 34+57.21 P.I. = 36+39.29
Q = 34°59'00' RT Q = 27°57'30' LT
LEGEND
D = 23°00'00' D = 90°00'00'
T = 78.50' T = 15.85' EROSION CONTROL MATTING
L = 52.10' ~ = 31.06' ,it PIPE OUTLET ENERGY DISSAPATOR
PId~I~®SED ROAD
~ N°E to 5cal°) ~ R = 249.112' R = 63.662` o R[PRAP CLASS-B
,h ROC% PIPE INLET PROTECTION
Y ROCg SILT SCREEN
TEMPORARY SILT FENCE
TEMPORARY ROCg SILT CHEC% TYPE - B
SCALE 1' = SILT BASIN TYPE - B
50' 0 50' 100'
i
13-FEB-1997 15:26
D:*rdy*PROJECT*sr1382*sr1382s3.pIn di ~l ~

STATE STATE PROTECT REFERENCE N0. SHEET TOTAL
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