20000270 Ver 1_Complete File_20000303

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
AN4_(V
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
April 12, 2000
Mitchell County
DWQ Project # 000270
Mr. Roger Bryan
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
NCDOT
Post Office Box 3279
Asheville, NC 28802
Dear Mr. Bryan: listed
low, to
as described in your application deed February 29,12000• Afte 5reviewing1 linear
place You have our apviroad conditions at SRI 312 attached
for the purpose of improving application, Permit Number 26 whensthe Corps of Engineers issuesait Water Quality Certification Number 3 108. This certficatin allows you to use
addition, you should get any other federal, state or
Nationwide local permits before
Non
ter,
Coastal
Control
Erosion
and
Sediment
and you go ahead with your project including al will xi limited when the accompany ng 404 or CAMA permit a pares unl ssDotherwise specified in
Supply Water shed regulations. This his approval
the General Certification.
This approval is only valid for the purpose and design that you described in your application except as modified below. If you change
is sold, the new owner must be given a
your project, you must notify us and you may be required to send us a new application. If the property
copy of this Certification and approval letter and is thereby responsible for omplyindscnbed in conditions
NCAf total 2ta .well (h)f(6sandthis ro en is as 15A (now or in the future) exceed one acre, compensatory mitigation may be required
atio relocation plan shall follow thatloutlined in your February 29, 2000 over letter. DWQ hall be copied with an as built valid, you must follow the conditions in the attached certification and any additional 1 . The 8
approval to
plan upon completion. You must act within 60 days of
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
to receive this letter. To ask for a hearing, send a written petition, the Office of Administrative Hearings, P.O. Box 27447, Raleigh which 27611-7447. This cem cof the ation North and tss c nditions are
the date that you
General Statu
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 Domey at 919-733-9646.
PSS y
teIn'
Attachment
cc: Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
File copy
Central Files
Todd St John
Division of Water Quality • Non-Discharge Branch
1621 Mail Service Center Raleigh NC 27669-1621 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer -
50% recycled/10% post consumer paper
MEMORANDUM
TO: John Dorney Regional Contact: Michael R. Parker
Non-Discharge Branch WO Supervisor: Forrest Westall
Date: 4.12.12000 -
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NCDOT - SR 1312 Griffith Branch Road
Project Number 00 0270
Recvd From DOT
Received Date 313100 Recvd By Region
Project Type
County Mitchell
County2
Region Asheville
/G? 4U / I V
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
26 Stream Ct Y @) " F--F-F_c TR rF- F_-
Mitigation Wetland
MitigationType Type Acres Feet
I T_ F_ F_
Is Wetland Rating Sheet Attached? Q Y 0 N Did you request more info? Q Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant?Q Y O N
Is Mitigation required? p Y O N Recommendation: Q Issue 0 Issue/fond O Deny
Provided by Region: Latitude (ddmmss) 360230 Longitude (ddmmss) 821653
Comments:
Will relocate two streams Racoon Creek 401 feet and ut to Brummett Creek 250 feet. Have
discussed relocation with Roger Bryan DOT Div. 10 Env, Officer. He will be on site to help with the
relocations- DOT is doing this work themselvers.
Recommend issu'ng 401 with general conditions for sediment and erosion control and placement of
concrete. All new channel work should be completed in the dry and match the existing stream with
dimension, pattern- prolfile and slope,
cc: Regional Office
Central Office Page Number 1
Facility Name NCDOT - 5R 1312 Griffith Branch Road
Project Number 00 0270
Comments (continued from page 1):
County Mitchell
Regional Contact: Michael R. Parker
Date: 4/3/2000
cc: Regional Office
Central Office Page Number 2
O?O? W A T ?q?G
7
r
o ?c
Michael F. Easley
Governor
Gregory J. Thorpe, Ph.D.
Acting Director
DivisiaQ of Water Quality
DWQ Project No.: D 0 7 ?0 County:
Applicant: N(_Vt Project Name: SK 131 6-K l???lY1r
Date of Issuance of 401 Water Quality Certification
- I
zooz v - Nnr ?'
F
-IT
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return this certificate to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC,
27699-1650. This form may be returned to DWQ by the applicant, the applicant's authorized agent, or the
project engineer. It is not necessary to send certificates from all of these.
Applicant's C,e4tificaSjon
I, lalr_- ? , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature: Date:
Agent's Certification
I, , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature: Date:
If this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e., Engineer,
Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe
(periodically, weekly, full time) the construction of the project, for the Permitee hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance and intent of the 401 Water Quality
Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature Registration No. Date
?a?
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit: [phone]
Fax: [phone]
SUJF o
STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DAVID MCCOY
GovERNOR SECRETARY
PO BOX 3279, ASHEVILLE, NC 28802
February 29, 2000
39
Mr. Steve Lund
US Army Corps of Engineers
151 Patton Avenue, Room 143
Asheville, NC 28801-5006 _
K60
Subject: Nationwide Permit #26
SR 1312, Griffith Branch Road
Mitchell County, NC
Dear Mr. Lund:
I have enclosed a straight line diagram with erosion control plan, a PCN application for
NWP #26, and a location map relative to the paving project on SR 1312, Griffith Branch
Road, Mitchell County, NC.
Griffith Branch Road is currently a 12-14 feet wide gravel road. Division of Highways
plans to pave the road 18 feet wide and increase the typical section. Grading will be light
to moderate. The project starts at the end of pavement on SR 1312 and proceeds in a
horseshoe shape for a distance of 1.60 miles.
We propose to extend seven existing culverts and place one new culvert on two small
streams (<2 feet wide). The total linear feet of culvert extensions will be 145 feet on
Raccoon Creek and 145 feet on an unnamed tributary to Brummett Creek (see attached
culvert sheet). Existing channel morphology will be maintained upstream and
downstream of the culvert. If fish were present, new culverts or extensions would not
impede fish movements. Riparian vegetation will be reestablished along disturbed areas
associated with the culvert extensions. Natural substrates will be placed in disturbed
channels following placement of the culvert.
Stream channel relocation is also proposed for 401 linear feet of Raccoon Creek and 250
feet of the unnamed tributary to Brummett Creek. The proposed relocations are
necessary due to location of existing residences/structures adjacent to road alignment.
The proposed stream channel will be constructed according to existing pattern, profile,
and dimensions of the existing streams. Stream construction will be performed in the
Mr. Steve Lund
Page -2 SR1312, Mitchell County
February 29, 2000
dry. Natural stream substrates and riparian vegetation will be reestablished along the new
channel. Woody vegetation (black willow, silky dogwood, and tag alder) shall be planted
along the new channels at a rate of 6,727 stems per hectare.
By copy of this letter, we request Mr. Ron Linville, North Carolina Wildlife Resources
Commission Western Piedmont Coordinator, to comment directly to the Corps
concerning the permit request.
By copy of this letter, we are asking W. Neil Trivette, Area Roadside Environmental
Engineer, to comment on the above project. A buffer variance will be required temporary
encroachment into the 25-foot buffer zone from stations 1+00 to 40+00, and 50+00 to
92+00.
By copy of this letter, I am forwarding seven (7) copies of the application package to
John Dorney, NC DENR, Division of Water Quality, 401/Wetland Unit for review. A
$475.00 check is enclosed for application processing. Please forward comments directly
to the Corps with copy to Division 13 Environmental Officer.
Your earliest consideration for this request would be greatly appreciated. The anticipated
start date for the project is April 15, 2000. If you have any questions or information
needs, please contact me at [phone].
Sincerely,
Roger . B Pan
rY
Division 13 Environmental Officer
Enclosures
cc: Bill Smart, P.E.
Stephen A. Moore, P.E.
Lonnie R. Watkins
Neil Trivette
Ron Linville
John Dorney (7 copies)
Nancy Van Dolsen
Renee Gledhill-Earley
Brian Cole
C)
C1113
DWQ ID:_- CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 26
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
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 MUST BE SENT TO THE NC DIVISION OF WATER QUALITY,
ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC
27607. PLEASE PRINT OR TYPE
1. OWNER'S NAME: N.C. Department of Transportation
2. MAILING ADDRESS: P.O. Box 3279
SUBDIVISION NAME
CITY: Asheville STATE: NC ZIP CODE: 28802
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
SR 1312, Griffith Branch Road (1.60 miles)
3. TELEPHONE NUMBER: (HOME) (WORK) [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Mitchell -NEAREST TOWN: Tipton Hill
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.) Take Hwy. 226 North
from Bakersville, turn onto NC 197 at RedHill and proceed approximately 2.5 miles to the intersection on
SR 1312 and NC 197. Turn right onto SR 1312 at Tipton Hill School.
6. IMPACTED OR NEAREST STREAMIRIVER: Raccoon Creek and Unnamed trib. to Brummett Creek
RIVER BASIN: Nolichuc
7. (a) 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 X NO ? IF YES, EXPLAIN: Class C - Trout
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO X
(c) 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?
3. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ? NO X IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND
ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES ? NO X IF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 9.7
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0.0
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING: OTHER :
DRAINAGE : TOTAL ACRES TO BE IMPACTED: 0.0
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
PIPE EXTENSIONS/ADDITIONS 290 FT
STREAM RELOCATION - LENGTH BEFORE: 651 FT AFTER: 651 FT
WIDTH BEFORE (based on normal high water contours): 1_2 FT
AVERAGE DEPTH BEFORE: 0.2 FT AFTER: 0.2 FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: X PLACEMENT OF PIPE IN CHANNEL: X
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? N/A WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY)
We nronose to tirade, drain. base, nave, and install erosion control measures for SR 1312 (Griffith Branch
Road). The project will involve extension of seven existing culverts and placement of one new culvert (see
attached culvert sheet). The total length of the pipe extensions/additions will be 290 linear feet (145 feet on
Raccoon Creek and 145 feet on an unnamed tributarv to Brummett Creek. Culverts will not imnede fish
movements.
The nronosed nroiect will also involve the relocation of 401 linear feet of Raccoon Creek and 250 linear
feet of an unnamed tributary to Brnmmett Creek (see attached channel relocation sheet). The relocated
stream sections will be constructed in the dry according to pattern, profile, and dimensions of the existine"
channel( see plan and cross-section diagrams). Woody vegetation (silky dogwood, black willow, and tag
alder) will be planted along the new channel at a rate of 6,727 stems per hectare.
Mechanical equipment will include excavator; backhoe, graders, trucks, and paving machinery.
13. PURPOSE OF PROPOSED WORK: To provide a safe paved road for the traveling public.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
N/A
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE 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: 2/29/00.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICE (SHPO)
REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY
BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: 2/29/00.
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC
(STATE) LAND? YES X NO E] (IF NO, GO TO 16)
(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 X
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO ?
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE 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].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO
WETLANDS: N/A
(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 STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON
THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OF I INCH EQUALS 100 FEET
OF THEIR EQUIVALENT.
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PRODUCT.
(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?
(o IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US 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 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 MANAGEMENT
PROGRAM,
OWNER'S/AGENT'S SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
A7-7 r;
v ? ?"? ? V?1 y,?1'$, A :.y7yy ??-•? ` ? ?'j•,S ? ? ..:?-"i -f' ?il . y? ? ti :.?? I i ? I ? ??
??4 ?5??? ? •.k? ' ? "\ of .;7{4?.??
N'`" aka `t t.-.? ._..? E \ gat' \, C Yr'•y?? _ ?K 'J Yr' j?4r ( 1 '. x ?•+" f.- , ,
t)?
s f Cyy y) fa jR
3990
w lkzC
ENDPRO.IECT
j?- ^? '? l ` . --_ -~ ?\ / J?\` \. ?L- _ - •. _d 2,30„
- ? ? =" Q?O I ? `,J^ e:??/ ?; ' ` ?v,? ? • _? < ;`I\?= _ _ X99
600
312
R ITef= - _ - - _ _ • ( EGIN PROJECT - = "'/
- _ _ • ,t J,
Tipt0n-HiJ1 r\? -
?`;. \\? ?? c ? _ _ -, ..- III ??%,1L v'1 ?_ P 130<
// -.ti orlon ill, Ch?) 3986000m.
N.
J
Location Map: SR 1312, Griffith Branch Road, Mitchell County, NC (Huntdale
Quadrangle, Scale 1:24000).
Proposed Culvert Extensions and Additions
on Surface Waters
SR 1312, Griffith Branch Road
Mitchell County, NC
Raccoon Creek
Survev Station Existing Culvert (ft) Proposed Culvert (ft) Extension(ft)
18+50 24 50 26
23+50 0 80 80
33+50 24 50 26
38+50 57 70 13
Total Extensions 145 ft
Unnamed trib. to Brummett Creek
Survev Station Existing Culvert (ft) Proposed Culvert (ft) Extension (ft)
50+25 30 50 20
69+50 30 50 20
82+00 20 105 85
90+50 30 50 20
Total Extensions 145 ft
Proposed Channel Relocations
for Surface Waters
SR 1312, Griffith Branch Road
Mitchell County, NC
Raccoon Creek
Survey Station Linear Distance (ft
17+53 to 18+41 88
35+23 to 38+36 313
Total Relocation 401
Unnamed trib. to Brummett Creek
Survey Station Linear Distance (ft)
77+75 to 80+25 250

MITCHELL COUNTY
SR. 1312 GRIFFITH BRANCH RD.
SHEET 1 OF 1
2
I

5'
? 25•
c

rt

3' c
I
I a
E

W
O

25'GR ?R ??
- I
I ,5gpP.
S

19
EXISTING 24'X 36" CSP
EXTEND OUTLET a6
l8

o.a ?t.o -z-O -25
/.fig 25.0

- t 63
f 1. l -t l,z
_ ?0 /9.4 zoo

17.o /S.o //,U D.G 5.c

_. -ro.o -ro.7 to3 fo.z
25.0 200 --- 5-c 2so

/oo
-?zp tzv

_ 05 0-0 0 0 ? o -0.3 0.0
12.0 5? o,o Ga /Z.o -Z.5 25v
18. o

MITCHELL COUNTY
SR. 1312 GRIFFITH BRANCH RD.
SHEET 1 OF 1
W
QD
12' GR. OR-
d
? EXISTING 5-fX 24' CSP
\ co \ EXTEND OUTLET (3 '
WOOD STORAGE SHED
C?l
C-V
"IV
POND DAM

M/TELL C o t/NTi

S/?.? c Eci L

_ _ =
- vim/
- _ . ---
-
- - - - -
7L

IL /DA /
- - 2Q0 _ / -

_
/
46,

ZS,a /

_0.9 -/,,0 37-t-DO
% ---.
- -- -----30.0 --?:0 --- -- -----------Td:O-- --. - - - --- - - - - - - -- -

tal
3.0

9-0 -a/
t 171
- -2.1 0-0 10.0 13,6 ;od z; c.
- - 36-50 - _ -
?

-----------??o--zs-0 ----
----- ----ion-----
-------- - . - - -- -----
- -
- - - - -------
----- -- -- - _

fa Z t2 Z 1

-O. Z 0-0
-z_Z 3,o co ?? 0

-Z_o -z.o -v_6 36fQ'? 575-
30.0

;

-46 -,V-7
Ch ,IJNEL -V.Ne7
_ zGa 2?ls l8• - - -
- - .._ . _ - -- - - -- --- - - - - - - - M/TCi?cLL CO?/VTY
- s2 /.?iz
5.?? 3 dF ?}-

.?.0` _ _ _ _ - tOS tGS .

3 °TQD
- - - - - --

_ . fioo Z5,

7.0
17,0

IL /

_ z 6.o s 9 3o°°-tGY> t/ iV D Gi/? NGc`? t!E-? .
'f/4{ 0 z so
zo Q /

!G 4

010
D O

- - 3,0 0.0 13,0

co
PROPOSED 40'X 18" CSP

° 2
P•P. o
??K) o
MITCHELL COUNTY
SR. 1312 GRIFFITH BRANCH RD.
SHEET 1 OF 1
0
0
/25 0
0
I STA80-f25
I, END CHANNEL CHANGE
s1lik
QQ:
N I
\G\
\I I
a
I? 1
N
V

. TA77+75
BEGIN CHANNEL CHANGE
fro 14 17 CHZ:-7L-L 41C41A17 '
-t3v - _ se ? 3iz
_ 15.0 .Lp•? ?O,Z?- ; / ?? /?'
7,0
6.0
_------- __?zso_=___ ----------80-tGY? - ---- - -- .. /9 ?? ----zs.o=-300 - --
i
a
3OD +6 - 790 -y_9 -°.7
!? o z?c? 30.0
-/S.o iza -20 lz.o iS.o -ta7 t0.6
ZS:o 30-0
+zv 79tc9 3,0
zco -to.3 tos -to ?
+? o l.ro //.U
-Oz o \ Lid GG ...L -2.a -G. U -O• ?
? 78+50 ?° zz.° 3oQ
9. o G o v.o ? 0 00
78-tOO -' -GS'
30_o
I ±Ic- TOWNSHIP : rag 5 ha W
G1-',-f ci{ L, B1cclY??-? sZd • LENGTH: 5?4VJ`; f-
PROJECT : S R \3 ?Z- bG S?-
9rade , I' a i o RURAL PRIORITY NO-
WORK TYPE: eve ,e?aS?o^? C-6YI'r LL
LOCATION: ire ?? eh? ?f D[?ileMP"? T° SUBDIVISION-RESIDENTIAL
S R ` b PRIORITY NO-
R/W WORK ORDER NO • : Cst • 20 `? T
CONSTRUCTION W. 0. 'NO.: g?'zo43 T
Sol DRAWN BY :
DATE: SCALE
-? -
Notes and provisions Pertaining to Straight Line Diagram
al'_ property owners•
l• Assigner R/W Agent needs to Verify
Proper-y owners shown on straight lire diagram are from from tai; map only-
moved tc b_ off r/w and reset c=r r/w by D'
e 0 ?0-
Fences Vcrews. Any new materials, Posts, wira, etc.,
suppired by property owner.
cchalt or concrete drives to be tied in w_tn
2. Existing 'f the existing driveway edge :s witnln 20 ' of
asphalt L. :;•
^.r:D_ Osc_ c°_r:ter l! ne. 5=°- any exC?pLlOn? On
Italia as nea ;ad by
veway pisas to be furn?shed and :n
fir,
1
D. 0. craws in existing crivewayS.
.1e,, drain
lle`', drain
-_^c wa lines, sewer
and roar pro3ect 7-0 C_ acDusteG by -0 SL:_ T. ' Y 31-
Operty Owi'er s rut T. any
s a-.c release D. 0. from
„?aterlai l
lots-ad by ownaer?.
Lncercrcunc utility lines to me c-nerwise retain. ?znes
to be ad Dusted by owner as neecea.
j
:.:iown on E. L. D.
7• Note _ropcs__' r/w marKers
Please inforr, property Owners that cuts and fllls could
exceed prcposed right of way.
COUNTY
. R/W
- TYPICAL SECTION
R/W

3' 3
S
Pavement I
?--6 ?? ? !; t SLOPF
u
PER FT. SLOPE
' ? I -
acte
ABC Ccr,= d
A. FILL SLOPE.' ABC Loose STONE BY
B SHOULDER SLOPE TONS (DRIVES).
. i I TONS (EUERS. )
C. DITCH SLOPE TONS (ROAD)
0. CUT SLOPE.
TONS (TOTAL)
-
FULL StFERELfVA1 t k OF PAYIT. LS
SUPERELE AVAV TION?K
I
SECTION-EE
2/3 SUPERELEVATION I 2/3 SUFERELEVATION
I P. C. OR P.T.
SECTION-DD
SUPERELEVATION I Xr-NORWL CROWN
NORMAL CROWN
SECTI ION-CC
LEVEL { ?--NORMAL CROWN
r
SECTION-BB
NORMAL CRO N? I "--71ORMAL CROWN
SECTION-AA
STANDARD METHOD FOR OBTAINING SUPERELEVATION
2 LANE PAVEMENTS
Ideally, 2/3 of superelevation is obtained at P. C. or P. T.
as shown on Section - DD
Example: if maximum superelevation is -.06-06, the superelevation
at the point of curve or point of tangent is -,.04-.04
.06 x 2/3= .04
Superelevation for 18' Pavement
02 0.4' E.P. to E.P.
.
04 0.7' E.P. to E.P.
.
06 1.1' E.P. to E.P.
.
.08 1.4' E.P. to E.P.
Normal Crown -0.2
, i ?H C ?C? - OU i L' I v?
ROC K.... -) t
o - t imp ro?ci
YQ? the OVi;12T end i
l ola he of k
spa Qnc? -i-npaP°d )nio
P
?-
G.,r
. f. r 2 ?.

A:111.
-
Sheet 4 of
ERgan CONTROL PLAN SHEET
Generally, the order of installation of the erosion control measures will be as
follows:
Temporary silt basins shall be installed before clearing and
grubbing begins.
Silt fences and temporary silt ditches shall be installed after
clearing and before grading.
Temporary stone ditch checks shall be installed as soon as
ditch line is established.
Pipe outlet and inlet protection will be done as soon as the
pipe is installed.
Seeding and other permanent erosion control measures are
to be implemented as soon as practical.
Temporary rock silt checks (type B) will be spaced as required
by percent of grade as described on page VI-16 in the Erosion
And Sedimentation Guidelines.
No. 5 stone, or equivalent, will be used in conjunction with
temporary rock silt check Type-B in locations where water is
leaving the project or entering a pipe.
Silt basin size is 12'x3'x2' for 100 feet of disturbed ditch line unless otherwise
noted.
Silt basin (Type B) are designed for 1200 cubic feet per acre every storm event
and cleaned out when half full.
L'' fif.= G/? ?.r7 EVE/ey
tout, ........, ? •?-.r ? /^ ? ?Lfi .sU%EN %1i:'Lr
S? aK
Nom; -? KCAL=

l7KGr1

4

L Er/C--r-i> CF :./STU.?L?E? r=?G r = JG
LENGTi? cF J
G r C/I/`?? \ \
LEGEIYU ?lJf? ?'frU??Urv c, urv , , sY.NBoz-
??, DES e el Or/D Al
E/flPDfay sir 7-3 D
x.03 ?
--TD
5.D5 TElNPDRxRy OIUE?s/D?V
TEI1POr dRy S/LT Facz-
0.05 EMP 91 SLOPEDfW)V `1Zy1fT119ER1f
ts02 s//T B4511Y Tt'PE B
?5I0 T?iNPDR??y?OCK sILTCH?CK TYPE-B
92.02 TK9,4K Alf YPOCKSEolly' TN A?1 TYPE B
c??ss B ?lrC? P?DT?cT?o?
RIP - R4P
" RD UI?UG D/T CH PPDTECT/D?/
OCYTL ET S/Z T PiPOjECT/DrV TyP? B
COLOR CODE
BZUE
RED
/?
-R ---R
-4--4
STlf E-M
TE?GIPD1fd,f y E C.
BROI?/?f/ F/LL AREA
LOW E.C. OlIR/tiG C[EAR/Al?i??iRUBBING
YELLOW
OPERAT/ONs
?E Cfl?-Z a2/rr=/TH ?? = ?? ? ?/ClriC ?rT
? ?K. /6o P.G. 3GSD
q
Nz. 7a7?
lof 8 ' ?95? _ .. ???
V
PA!'K 1/? ? .T?rN MAZY: PrT-"??N O

RT. /
f2c'NM?uNTrr/N,

/2'...1;? rju,?G:./N/ C C)W//?.Z iGN'D?L? src
?ou/
'i

NEB
? S P? ?
C?
r

:?,2?=//11 L lN:r

-,T?7
lZr
F

X68-3/003 ?,
-. c, 1,??c.:=//
i ? ?L•1 tCi, ? _-

Z. ?, /G t cG ?.VJ P/:.'?,= GS ? ZZ?Si2f,-c! !1
c; v

FG. 2.y5

v
fir'
fi
1
v
(`n( L I
v ?-
N
fh ?1
`uW
?L
/? /TCh'ELL GOUNi Y r
C
r .
V1

4-
2?(
It
U
I ?J

-13

?x 11
102.5

ZE7110
t' 4 ? G8B-Z3?9
O J
-i ZO S CNr?'iS/UG:
TD P 57-
:'L
N
??M?
-
? zs•1 ?
Li
5'
i
y
o. ,
r V
INS ?\

/I.

5,4 S or= z ¢
b ..
2, x 3G"CSP _ . _.
` ENO PPo? CS ?
ci ?r'A//?- GF cR= K
CNPNN
9,,20 Zs'
•,L13 sg. /G2?
END _ _ --
7-16 7 f_.tlD F 25',PYWLT.)'
B a/N P?OrDS STA . /7t
E6 Al P.POP, 12'.P/W LT - _ Q
BE/JT2/Cc' .?1C?Poy /
,eT / ,BaX ¢ 9z ?
-ANGELA ,e9?r,?y zz /S/
9IF6 /// - - -.- - _r?uAiYN=
WALL -- -ti +Z
12'x3"CSP
n
It
WA1
- = 1

? Esron? P? rE .

?l
ti
v
c
•1
M
Q .7.
2T. /
? Ee -ZS?3

F2?N/!?'FAYE?'?z/FF/Ty ,?
9/' Z1/ Z, PC7. Z6Z,'o3
r=-5 Eir
(r' ?f s'gl? Fc,V, /8 R? Fi'?Cc'
1
y

`? CS
;1-
t?1 ? • V
Qt /? NI
1G ?=?i GN P.?ic J
lZi / Se;C 4°3
N.G. ZS 74G

' C;.4?FF/ref G.?%?vc?•? s.??/.?/
s??sr q o,? z¢ -
...: AT .STA. Z3',, Z-'1 cFS,?/3/Z&er4Z- 1/24
.-- I3EG7iy.P?oP?•?D_-CT?1t?f!/lr?L:^_.:_ ??
--
rti
b

Z?-
sP!?//C= P//Y , /'/C. L F777
?o ycE r??ro ? 7 ?.s ?s?3 -

?? ,, ^- _;;i L: 'C_.•'i mac:';.

BK. /c0 t-r. Cr?_U
?? ?//ILUP R ?,?REVDA Pki c
BK /oz, PG•/76
2T/ ?cx 4TZ
C-R, N- 1ve"T/.?/N, Ne ZY7440
GBs - 278.7

20,
i
:
,?-, , ?. ?1''.?,'C-.: ?.c rl tom= 4ti?.!?r:%!y.
/lGr 3 _ - 2
G• _
i

? i
I
i
t
I Irl
?I

C,e
0

Z9

:

i ;

16 SNP Q/LL PAT`Y C2/F,?/T!/ I - ci I - ? // II
C/ZEENMCI/rVTA/,1/, ' " -
Q
?I

F W. 10 2,
11'
114
I ? I
1
I' t
%?
?'V C f
\• f' I I
hI
1-51-11LI- C7
1) Arl7
?,?i Vn a L<.2?: ?L '
J?
-J?
30

2q
.? 11
st v? Rc [ncs?TE%A; 5-r=)- ?a t56 : ' 1 ?1
,
??'/T?X?LL CcU/YTY ? %I
??/tic/Tip L:PL. /?/G; •,?? .?,4!i
Sf?cET l z of 2 4-
-- - ? - f y5 • `TuvC.
• - ? _-: 0f1 NN_-?.e/FF/Tf/. _30
Rr. z ,?GX ?rz
w"'%r ,•':G?c-.2_=v': =? ZC'L7: (iC,?_,<_c."',J.'ic?? - - ? i 1

r ,
^.i,

I I
??
1n,

r?
C I v
F6 7 RD AM
aE2-'3°D!c -

,3 } TGSErf/ SST C-,Z//-;?/Ti7
!1 PC. 144 7, ' 2 9

3 ?F

_. 3
Q

I

11 of 24

9, P? 79?

1
?

h
4

n
_ . `
Tom GR/rr// f/
20 SCOTT GA/L ?
?
' bi rr /oo, Pte. sob

?? 1-
+ G,eEEN /'%OU/YTA/N, N.C. Zo°7//D
?
. i - ----- --_ CBS--3?i 9 ----- -
zs'

a
a

i

71K

+
T° Qom/
? I \ i ^ Sr?p Na?;yEa

y
' ?
! ?6 ,??tTsY GR/FF/l
P/C,

1 P --
'? `? Ex,ST. ZO;?w!?'I'?° f RG?/N pEAYY
17
; ?. , r -
5
` 8 B -423 7 ,eT / ?ox•So/A
!o
e
GREc%Vm,04/NlA/N, ,Za7-
3?r u.S ENS i?,2o,.??b /S;Q//•siGT
mac'!/iV PfZ-^?°G ?F zS'R/W GT. ,
t Z ? Alz) 21-RI/

--
?FK.Ir i ? I - -
All
I s?E=- 7- 14- or= 24-
?
I lu
c .?
x"
Ap- 13,44
tJ
11AMGL4N_.:_.. - -- ?1j-- - p ?2 /=•eEGK?NP./D?E_?--- ./1f?M_ BL?N.
YK. / 93, PG, z 4`S, '86
4 ,eT. 3 Box 499
? efE6- l 14ou1V1'A1I? /1/G 22 7fe0
. f
I , a 47
4 j 32 E 111.i
N,•?? ?G vim`.
I
EXIST. SF
r
'l _ E1uJQ. C.
?2ESVR• . $01?-
16
?G X00
r+ rl 4 /Z7'
I I
f
I I S SPei,A/6- -- -
. II
J Zd
Q
3X Z19

W
?

Y
?y

CZ
--- -- - ---r

I
1
I III
Sf/?c T /5 D,G 2-4-

VII
53
i .:
i 1
I I

'
R

1
?I vl
.V
\ \ I
?? qA

Q
h
c i
J I
I
I
I
n?

5
1-f ?
3. _ ..0r
VFN --
DO T Nom, a.

Q
q
.Q
q
- --_ - ,?1/TCHEG L c ouwrr J
?S'?P /3/Z OAP/ff/TH 3?RNCH ?-
syEFT i? of 2¢
-1-?
LT. ?c_RINC?,?_.._ L•o?, o i?
?Z-
fro
-
--.._. 8
23
2
I ? rn
IV 7-
2 3 ?teEES,5
/35 WAiF?TR/JK N/GL RD. ?
TOHNSDd c ATY TiV 3 7 &
.(42 ?? -- - 8 1
3)92?-850
Y/
f? Z-1' CCI?IC.TlLG" (? I
z5' LT VFW /6 kz??F VC !AZ
I
v '
uj + +
w
1C
57

56
Ck fi3, F6.
JJ
5f
r
? I
I
I
.? I
?lln . ?jj
? I
it I
MITC,YE-L_ CLU.N i 1 C7
&2rFili r 324NG k21.,2. /312
SNE?I7 -4
23 PEA E /MAgV q. 39 VAR! ,.
U 182
I - - -- _._ ---- - . _._ -
63
G -
? (mil 1CA?L ? M'?z?LFIJ?uGx,Q.?Jv --
I ? [X 2 63, I'6. X28 -
2?r
62c_.?IMCXr"l -'irtY, N.C. 287,04
2 fl
I

?? L'1? • r2
?P-4.1? ?
C;J
ti
? ??+ ram +7lJ
6D
v: M I
oo
cal(
i-?. I.-1 }2 o f7c
n ? rj 23' ?'T I ,?LFr' c.? 7 gr val ?- -
I
4- 10
Lc L S
K, //u//u Pl. q63?
G,rz? ? /vIGUNTA/N, N. C. 2B7?f 0
a
U
_ _- _ ? ll1 ? ? /vIAGK ? FRGNCc'S ?, G"E?=-?Y
U , 1 - i ( b '?' ? G7.C. //?f, ?a . 963•
it
Ro?n?
K _ ; n6 21/
a
\\? , 1N I ? `. i n

'ICI .
? IM
j?
G
G

7 ZiV
c
g4!EM?zYf1 g,?1,4N7
e,?C /3 7 PG. /F2, '75,1

?r sue. ?s X/o "cs?
a

6%
- G
72 t7SE?V0 PLOP. /L 'P/?? L T.; -
BFG -P.20P ZZ . S'
I

r

.e/y? LT. - - 41
72
1.
/?'Lf ?P '? ? 2L,?CK ? ???I?? I/o ? {? ? ?!?/v/rT= h/QT.=?-; U?`/= - - -. _..- -- -- ----- . _.... _. _ .
16 ,? 5 U/LD//?a j r < ^ = X Tc ND DR. P/P=
72 s "D P.gDP15- 0;,/ LT.;
BE4 /?/ P.PQP. /6'iP?hl L T. /o ?i? Di^, - ? •? r- /o 'G2. DR:
,{L
72
MA CX FRANCES A. pETER5251A/_. IrW2 7-21?-O/v
2-5
PG. y6?1? i ?l S Lk,
OK. 11,41,
1
t Tt
IV)

Q
t
?..GCOR6C A/. TP' BlzcN /y<Y?Y- - ..: i_" `- -h.
?T / ? ?oX.So 9 Y
2cCNMGL'?NT/t//Y, N.C
_ V
ti
IM.
4
GS ' LIZj
I r
\ .ice \

s
9 MAGK ?`G ?/CFS A .PETE. N
Rk //??. PG. %C39
ti
V

l
1
I
I
I
1
I
`1\111 !
?r
1
I
11
M
?i
i
I?
1
s?E= T 2 0 0? 2?
r
//CLP?Tcr?N%J?MESN?7T_. ?g
Z-7
_ - f3/l_ /DDS P4, OG?J.
- ,eT /, ?aX_JSGO
- - 6U,eNs1//GL? N_C ZS7/?
77,
,V .
\\ t5- 7 RI-7
76
--- @ N/?ClC /=?NC?S. A .P?i?;PS?a^i
/4/ ?G.9630
j7-,',:
.

syc?r z ? ? 2 ?
o ZVi
17,1E ,519ML T
SK. z63, PG.7OZ IR
_ - ? z ?? • zs' D
!.'P ?` / 9',er
DSX36 C ,
Il1 b f p5- AND ,BARN
?
?.I

I
40
?a 4
_o
Y
is• ? r PEA ?? ??' I

nEN10L lS J? ? ?,\ ? I?

4o EaD P ^Po?v zs
?rx1.sr zD'x;;G" .9 i

t /o P. P.
/ L/v.?E- L,2F- K -

i
I I ?
Q I .,

r p6 L -,14
END P<oPoSED `??• cUt
77
J I I
M
/O'So/L cNTiV?V=? '?
aea, pcEy/?1??c?A co?E Ho??.yA? ,nK. 277,
zo744? p
I
z
PK. Z63 . r?- 7e,

,6?/ST. Ro
>.
IC
J
N?
_NI
I r?.
,
-I
I
1
C ? I
i I
v I
i
i
J .
ri q
/?/TU-/G <-L Co'?NlY 8 ?l
?TCG 2.L 24-
I ?

27 .. cTH.?f ES BA,ei1/ETT -
A
v
0
a
a
tzl n?
/o P? <MGYc)
?I

ss
a

4
401,C 17101Z'Wlll
S72
r
-- i - -.- --
?` cl.c? pF 24-
b
-- - -Q- 28 ??eD«y? e?ZR cow ?or?MRnl/ .---
1 O _ l3K • 277, F6,1 73
u
zs' 1

I
.
. r E

- ? N

t
? I

?c Q
I
?l

_ f ?
C,J I
I

,
59
s?E?T 2 ? of -2?-
_._
Pi C? 3/
Sly. /3/6
<X/ST ML ?6 /E- QG
4 1`? , ? G f!D/L ?? F .
28 BPAD/EY?MR?!'/q COGS f10/GMH?1/ Z5'
0 1. 1
6e. 2 77, PG, /7.5
?. Y
q•\
n
\a SSo \ t _
LP
O h•_ I? f
Z
or?
cr ? '?'s.?s ?y.'Ilia •. 'n ` ?..? •i'ar' c•r
1 ? "lo is r? c• ?. `-' ^% (/i ??•. ? - `•? %i
v • .am.•>h n „ N J
A-i
I t l - J ?- - ? = ? Y
f W
% t Ip\ Jl e
- - - - - - - - - - - -
' ? /? \ , c_ ' m i j °c_ < CAD ? (? ''• s . ? j
' ? I '? N S CJ C? ?
\IC
U? ' _ W _