19991051 Ver 1_Complete File_19990923

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
A I 7k 7 i • •
Adommommogdft
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 14, 1999
Mitchell County
DWQ Project # 991151
APPROVAL of 401 Water Quality Certification and ADDTPIONAL CONDUIONS
Mr. Roger Bryan
Post Office Box 3279
Asheville, North Carolina 28802
} Dear Mr. Bryan:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 108 feet
of stream and relocate 476 feet of stream for the purpose of improving SR 1302 as, described in your application dated 12 October
1999. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Numbers
3102 and 3108. These certifications allow you to use Nationwide Permit Numbers 14 and 26 when the Corps of Engineers issues
it. In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not
limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This
approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in 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 your project, you must notify us and you may be required to send us a new application. If the property is sold, the
new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all
conditions. 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 and any additional conditions listed below.
1. The stream channel shall be constructed in the dry to match existing dimension, pattern and profile.
2. Woody vegetation shall be planted in the newly established riparian zone. Planting in the channel shall include black willow, silky
dogwood and tag alder at 6,727 stems per hectare while plantings in the riparian zone shall include black cherry, sycamore, river
birch and red maple at 1,680 stems per hectare.
3. New culverts or extensions shall be installed in the streambed so as not to impede fish movement.
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. 276 1 1-7447. 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 Domey at 919-733-9646.
teven
P-'
Attachment
cc: Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
John Dorney
Central Files
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
Mountain Plant Species for Restoration Projects
9 December, 1999
Type 1 (in channel, 6,727 plants/hectare)
-Black Willow
-Silky Dogwood
-Tag Alder (Roger Bryan recommended)
Type 2 (upper riparian zone, 1680 plants/hectare)
-Black Cherry
-Sycamore
-River Birch
-Sweet Gum
05/20/1995
i
TO:
FAX #:
FROM
21:35 4
PAGE 01
N. C. DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES
DIVISION OF WATER QUALITY
WATER QUALITY SECTION
A,SHE'VILLE REGIONAL OFFYCE
59 WOODFIN PLACE
ASHEVILLE, NORTH CAROLINA 28801
PHONE: [phone] FAX: [phone]

DATE : -?? ,j
# OF PAGES INCLUDING THIS COYER:
-MESSAGE: It ggesti.ons. glease call 8281251-6208.

05/20/1995 21:35 4
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
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Have Project Changes/Conditions Sean Discussed With APPlicant? O Y ON
'Is Mitigation required? O Y ® N Recommsndetion: O Issue 4& issue/COnd O Deny
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Central Office
PAGE 02
michaei R. Parker
Forrest Westall
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Page Number 1

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% STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DAVID MCCOY
GOvERNOR SECRETARY
PO BOX 3279, ASHEVILLE,NC 28802
October 12, 1999
Mr. Steve Lund
US Army Corps of Engineers
y151 Patton Avenue, Room 143
Asheville, NC 28801-5006
Subject: Nationwide Permit #26
SR 1302, Sweet Creek 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 1302, Sweet Creek
Road, Mitchell County, NC.
Sweet Creek Road is currently a 14-16 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 1300 and proceeds north
for a distance of 0.91 miles.
We propose to extend four culverts on Sweet Creek at survey stations 12+73, 31+50,
34+25, and 35+93. The total linear feet of culvert extensions will be 108 feet. Existing
channel morphology will be maintained upstream and downstream of the culvert.
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 476 linear feet of Sweet Creek. The
proposed relocations are necessary due to location of existing residences adjacent to road
alignment. The proposed stream channel will be constructed according to existing
pattern, profile, and dimensions of Sweet Creek. Stream construction will be performed
in the dry and natural stream substrates and riparian vegetation will be reestablished
along the new channel.
490" N
Mr. Steve Lund
Page -2 SR1302, Mitchell County
October 12, 1999
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 2+46 to 9+50, 14+00 to 23+20,
and 27+28 to 45+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 (#6443) 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. If you have any
questions or information needs, please contact me at [phone].
Sincerely,' l L l
We- (
Roger D. Bryan
Division 13 Environmental Officer
Enclosures J`
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

SU r
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/ V
DWQ ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #)
PRE-CONSTRUCTION NOTIFICATION APPLICAT`IrON, °
FOR NATIONWIDE PERMITS THAT REQUIRE:q
s_ 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). 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 1302. Sweet Creek Road (from SR 1300 - 0.91 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: Bakersville
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.) SR 1302, north of Hwy
226 between Bakersville and Loafers Glory.
6. IMPACTED OR NEAREST STREAM/RIVER: Sweet Creek RIVER BASIN: Nolichuc
:- r
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 E] 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?
8. (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 E] NO X IF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 5.0
(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: 108 FT
CHANNEL RELOCATION: BEFORE 476 FT AFTER: 476 FT
WIDTH BEFORE (based on normal high water contours): 3=4 FT
AVERAGE DEPTH BEFORE: 0.5 FT AFTER: 0.5 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 DroDose to erade, drain base. Dave, and install erosion control measures for SR 1302 (Sweet Creek
Road). The proiect will involve extension of four existing culverts on Sweet Creek and tributaries at
survey stations 12+73. 31+50, 34+25, and 35+93 (see attached culvert sheet). The total linear extension
will be 108 feet. Stream channel relocation is proposed from survey station 21+50 to 23+20 and from
27+38 to 30+44. A total of 476 linear feet of stream will be relocated. The relocated channel will be
constructed with similar pattern, profile, and dimensions to the existing channel (plan and cross-sections
attached). Mechanical eauiDment will include backhoe, eraders, trucks, and Davine machinerv.
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: N/A
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA
WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: 10/12/99
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC
(STATE) LAND? YES X NO ? (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].
y n 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 1 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?
(f) 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
P OGRAM,
O 'S/AGE S GNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
Location Map: SR 1302, Sweet Creek Road, Mitchell County, NC (Bakersville
Quadrangle, Scale 1:24000).
Proposed Culvert Extensions and Channel Relocations
on Surface Waters
Culvert Extensions
Survey Station
12+73
31+50
34+25
35+93
SR 1302, Sweet Creek Road
Mitchell County, NC
Existing Culvert (ft) Proposed Culvert (ft) Extension(ft)
24 60 36
36 60 24
40 60 20
32 60 28
Total Extensions 108 ft
Channel Relocations
Survey Station
21+50 to 23+20
27+38 to 30+44

Linear Distance (ft)
170
Total Relocations 476 ft
MITCHELL COUNTY
SR. 1302 SWEET CREEK RD.
SHEET 1 OF 1
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(PIPE 20, 60. y?()
BE REl0=E0) !I
C-1 I I Cn I
I SR 1,3c
BASIN & PIPE
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w I 22
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10'GR. OR.
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I 21
EPntlrH EXISTING CATCH
STA 22+90
(END CHANNEL CHANGE) 22.5 +
0
+4.5 3
15 /

/
-- -
- MITCHELL COUNTY
/-? -
-
- ?-- / SR. 1302

0-0 SWEET CREEK RD.
- 0_0 -0.1 0_0 -0,2 -0 7
- SHEET 1 OF 3
-0.8
35 -1.0 II 10 0.0
3
24 5
HORZ: i' = 10'
-3.5 -3,7 +3.0
STA 22+50 z2.5 VERT: 1' = 10'
20 16
/
/

/
1000, -0.3
-1.3 - -00.3 -08.1 0.0 5
0.0 -1.0
28 6
,. -4.1 -4.1 -3.9
21 17 15 STA 22+00
+3.0
+1.7 22.5
+0.5 +0.1 +0.4 13
28 4

_> /

0.0
-0.& -0.3 0.0
31
:. -4.0 -4.0 -3.4
12
23 19
STA 21+50
+2.0
18
+1.0
35 . +0.7 +0.1 +0.2
A: 14 7 II

0.0 -0.4
-0.5 0.0 7
26
-4.3 -4.3
22 18 STA 21+09
(BEGIN CHANNEL CHANGE)
+4.3
22.5
+0.3
12
/
00-
/

/ -0.1 0.0
-2.0 1 0.0
5
F
j -
5
.2 STA 19+50
1
0
-4.0 -11.2 -11.2
35
28 24
MITCHELL COUNTY
SR. 1302 SWEET CREEK R0.
SHEET 1 OF 1
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28
27
+0.1
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-1.2
30
... - ? 0.0 -0.1 -1.4
- 12 17
-18 II 0.0
2.5 -2.5 0.0 -1.6 -1.6
8 5 1 14 16
STA 28+50
+0.2
2
-IN
`? - ? 0_0 -0.3 -0.7 -0.2
0.0 -1 2 0.0 12 15 19
22.5 13 -2.2 0.0 -0.9
-3.3 -3.3 4 1 16
10 7 STA 28+00
+0.1
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? ` - ?-? o:o to o.o
-2.2 -2.2 -
30 18
-4.4 -4.4
11 7 STA 27+50
+0.1
4
Ole
?' ? ?' 0.0 -0.1 -0.3
L0 -1-0 0.0 9 12
35 30 II
-4.4 -4.3 -4.3
22 20 16
STA 27+15
STA 27+10
f~ (BEGIN CHANNEL CHANGE)
k
MITCHELL COUNTY
SR. 1302
SWEET CREEK RD.
SHEET 2 OF 3
HORZ: I' = 10'
VERT: 1" = 10'
+0.2
27
+0.6
33
+0.5
30
-.5
30
MITCHELL COUNTY
SR. 1302
SWEET CREEK RD.
SHEET 3 OF 3 +5.5
HORZ: 1' = 10' 35
+2,3 VERT: 1' = 10'
+0.3 15
11
00_3 -0.8 -0.7 -0.1 00 -0.1
.0 8
40 30 -4.0 14 9 STAB
30+44
24-4.4 -4.4
22 18 (END CHANNEL CHANGE)
+0.2 +0.1
7 12
0.0 0.0 -0J
-1.4 5 0.0 9
'35 -1.4 -0.5 -2.3
24 22 18 -3.9 -3.9
15 12 STA 30+00
.L?
+0.6
18
-0.2 -0.1 0.0 -0.1
35 -0.4 13 4 3 0.0 II
-2.9 -2.13
22.5 12 8
STA 29+50
+0.1 +0.5
2 14
-0.2 0.0 -0.3 -0.5
-1.0 12 0.0 II 12-
18 -2.5 -2.5 0.0 0.0
10 6 3 1
b STA 29+00
+4.1 +4.1
22 32
+2.8
30
+0.1
25
+2.0
30
SECONDARY ROAD PAVING PROJECT
SHEET 1 OF I (o
COUNTY: Mitchell
PROJECT: SR 1302, Sweet Creek Road
WORK TYPE: grade, drain, base, pave, erosion coy <iroi
LOCATION: From SR 1300 for 0.91 mile
TOWNSHIP: Bakersville
4,806 feet, 0.91 mile
RURAL PRIORITY #:
SUBD/RE3:D. PRIORITY #:
R/W WORK ORDER NO: 6.882188 CONSTRUCTION W. O. NO.
DATE: 9/18/98 SCALE: 1"=50' DRAWN BY: D. G. Myers
NOTES AND PROVISIONS PERTAINING TO STRAIGHT LINE DIAGRAM
1. Assigned right of way agent needs to verify all property owners. Property owners shown on
the straight line diagram are taken from tax maps only.
2. Fences to be moved off the right of way and reset off right of way by the Department of
Transportation crews. Any new materials, posts, wire, etc.. to be supplied by the property
owner.
3.,; Existing asphalt or concrete drives to be tied in with asphalt if the existing driveway is
within 20 feet of proposed centerline. See any exceptions on straight line diagram.
4. Driveway pipes to be furnished and installed as needed by Department of Transportation
crews in existing driveways.
5. Existing water lines, sewer lines, drain lines, etc., under road project to be adjusted by
Department of Transportation as needed during construction. Property owners to supply
all materials and release Department of Transportation from any liability.
6. Underground utility lines to be located by owner. Lines to be adjusted by owner as needed,
otherwise retain.
7. Note proposed right of way markers shown on straight line diagram.
8. Please inform property owners that cuts and fills could exceed proposed right of way.
9. The erosion control plan should never be used for construction purposes.

Page 1
J WL.e_? -t- L?'CeG'? ?a
PROJECT 0 2,
COUNTY C 4 to Z

r
A. FILL SLOPE.
8. SHOULDER SLOPE '
;'rN C. DITCH SLOPE . . .
D. CUT SLOPE.

TYPICAL SECTION
LlSl- 6 D /
Sheet 2 of )(p
';,1
lis.
i
Pavement I
?-- 6 ON
? ( .._._ /:l SLOP
PER FT. SLOPE
ABC Camacted
ABC Loose
TONS (DRIVES). STONE BY
TONS (INTERS.)
TONS (ROAD)
TONS (TOTAL)
Sheet 3 of j

FULL SUPERELEVATION I .?EL OF PAV'T. IS PROFILE GRADE
FULL SUPERELEVATION
SECTION-EE
2/3 SUPERELEVATION I 2/3 SUPERELEVATION
I P. C. OR P. T.
SECTION-DD
SUPERELEVATION = l
NORMAL CROWN - NORMAL CROWN
SEC I I ION-CC
LEVEL { NORMAL CROWN
I
SECTION-BB
NORMAL CROWN I '-NORMAL CROWN
I
_ 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
Sheet 4 of
EROSION 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.
Ripe 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.
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POLE DATA
S1c1302 S/r/EEJ"GIIEFK COUNTY _-M1?GNE_L----------------------- Sheet____1_____ oi_=
PROJECT -------------- -----------=-
---------------------------------
OWNER OF POLE LINE ---------------G _P,_ s?-Z=s--- -------------------
`

POLE DIST. FROM CENTER

PRESENT ROAD DIST. FROM CENTER

PROJECT DIST. CENTER PROJECT

AFTER MOVING
M
REMARKS
STATION NUMBER LT• `RT. LT. RT. LT. RT.
0 f ISLE UN?E2 Ueo?,s?D GotL?? ?oi<
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