20010388 Ver 1_Complete File_20010316

O?O?WAT?9pG
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APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. Wesley T. Grindstaff, Asst. District Engineer
NCDOT Andrews District Office
P.O. Box 1551
Andrews, NC 28901
Dear Mr. Grindstaff:
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
. Kerr T. Stevens
Division of Water Quality
March 20, 2001
Cherokee County
DWQ Project No. 01-0388
SR 1417, Grindstone Road
You have our approval, in accordance with the attached conditions and those listed below, to impact 200 linear feet of
Grindstone Branch and its tributaries for the purpose of upgrading SR 1417 (Grindstone Road) in Cherokee County. The
project should be constructed in accordance with your application dated 8 March 2001 (received 16 March 2001). After
reviewing your application, we have decided that this project is covered by General Water Quality Certification Number
3289. This certification corresponds to Nationwide Permit 14 issued by the Corps of Engineers. In addition, you should
acquire any other federal, state or local permits before you proceed with your project including (but not limited to)
Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. This approval will expire with
the accompanying §404 permit, unless otherwise specified in the Water Quality Certification. The following additional
conditions will be required:
1. In-stream work and land disturbance within the 25-foot wide buffer zone are prohibited during the trout spawning
season of October 15 through April 15 to protect the egg and fry stages of trout from sedimentation during
construction, unless otherwise determined by NC Wildlife Resources Commission staff.
2. Stormwater should be directed to buffer areas or retention basins and should not be routed directly into streams.
3. The culvert required for this project shall be installed in such a manner that the original stream profile is not altered
(i.e. the depth of the channel should not be reduced by a widening of the streambed).
4. All work shall be performed during low flow conditions.
5. All mechanized equipment operated near surface waters should be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
6. The presence of equipment in the channels must be minimized. Under no circumstances should rock, sand or other
materials be dredged from the wetted stream channel under authorization of this permit, except in the immediate
vicinity of the culverts.
7. Mowing of existing vegetated buffers is strongly discouraged, so that they may be utilized for storm water sheet flow.
8. Use of rip-rap for bank stabilization is to be minimized; rather, native vegetation is to be planted when practical. If
necessary, rip-rap should be limited to the stream bank below the high water mark, and vegetation should be used for
stabilization above high water.
9. Rock silt screens at culvert outlets should be removed at project completion.
This approval is valid solely for the purpose and design described in your application (unless modified below). Should
your project change, you must notify the DWQ and submit 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 the conditions.
If the proposed fill is in excess of 150 linear feet of stream length or 1 acre of wetlands, compensatory mitigation will
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
Page 2 of 2
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 above.
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 that conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. 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.
Sincerely,
Attachment
Pc
Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
NCDWQ Asheville Regional Office
Central Files

J ? C
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
March 8, 2001
SR 1417
Cherokee County
Mr. Bob Johnson
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
Dear Mr. Johnson:
LYNDO TIPPETT
SECRETARY
01 0338
The North Carolina Department of Transportation (NCDOT) is proposing to grade, drain,
base and pave SR 1417, Grindstone Road, primarily along the existing roadway. In order to
construct this project in accordance with our current secondary road standards and due to the
proximity of a live stream (Grindstone Branch and tributaries, Class C), and extension of pipe
culverts, we are requesting authorization under Section 404 of the Clean Water Act.
I am sending a straight-line diagram with the proposed erosion control, stream, stream
bank, and construction limits and various sites along the project where we will be in conflict with
the stream. In addition, I am sending a typical section of the road, cross sections, drawings for
pipe culvert replacements, general notes and standards on some erosion control measures, and a
marked map. We propose to install all the new culverts slightly below the existing streambed
elevations where bedrock is not encountered to minimize impacts to wildlife habitats and allow
the existing stream gradients to remain as unchanged as is physically possible. No threatened or
endangered species are known to be present in or near the project area; therefore, no significant
impacts are anticipated from project construction.
The best management practices will be used to minimize and control sedimentation and
erosion on this project. The construction foreman will review all erosion control measures daily
to ensure sedimentation and erosion are being effectively controlled. If the planned devices are
not functioning as intended, they will immediately be replaced with better devices. The rocksilt
screens and other erosion control devices will be in place prior to pipe culvert construction and
will remain in place until the project is stabilized.
Andrews District Office
P. 0. Box 1551, Andrews, N. C. 28901
Phone: [phone]
`401 ISSUED.
Fax: [phone]
-T3
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n-,
r?-i Z
Mr. Bob Johnson
Page 2
March 8, 2001
By copy of this letter, I am asking Owen Anderson, North Carolina Wildlife Resources
Commission (NCWRC) Western Mountain Region Coordinator, to comment directly to you
concerning the 404 Nationwide Permit request.
Also, by copy of this letter, I am requesting authorization to proceed under Section 401 of
the Clean Water Act from the Division of Environmental Management. (A check payable to NC
Division of Water Quality in the amount of $200.00 is attached to this application with the new
fee schedule).
We would like to begin construction as soon as possible. If further information is
required, please call me at [phone]. Your early review and consideration will be greatly
appreciated.
Sincerely,
fi? 41y
Wesley T. Grindstaff
Assistant District Engineer
WTG/rr
Attachments
cc: Mr. Richard Phillips, P.E., Regional Engineer DEHNR
Mr. R. G. Watson, P.E., Division Engineer
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. John Dorney, DWQ, DENR (with attachment)
Mr. Owen Anderson, Western Mountain Region Coordinator, NCWRC
Mr. T. H. Kilpatrick, Transportation Supervisor III
Mr. Mark Davis, Division Environmental Officer
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE 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
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 MANAGEME14T PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
REST gESovRGE5. F/geMl.MNA, ?eGs1`F- NT/AL
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
rJ/A
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 MANAGEMENT
PROGRAM.
OWNER'S/AGENT' SIGNATURE
d3 0 5 0
D TE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
1
5
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS): ?J/R
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (S:E 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: 03-b5 - 0) (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: 3-05 - of
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES (vl NO (I (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 [I NO [v4"
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES (I NO [I
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
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: Al /A EXCAVATION: */A
FLOODING:
DRAINAGE: /J /A
OTHER: ,NSA
TOTAL ACRES TO BE IMPACTED: AJon/S
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: x.00 FT AFTER: 200 FT

WIDTH BEFORE (based on normal high water contours): T FT
WIDTH AFTER:
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? N /A
WHAT IS THE EXPECTED POND SURFACE AREA? Al
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 112" X 11" DRAWINGS
ONLY) :
TA,5T-ALLA71ON o f 3 LINES OF 7S CMP l JZO LfT? 2 LINES

OF 3(0 CHP C 40 LF7? RJD I LINE OF 2¢- " GMP C 40 LFT>
TiTACKHOE , 8AI;KHaE7, qNr> LOADER WILL BE UTIL?ZE? 7a PERFOXI.1
FIFE /N STA LLr?77ON
13. PURPOSE OF PROPOSED WORK: mvFA! ACID SAVE EXIST/
S6cotiI1>ARj 7Z 0AD 7V MEET IV e- 1:;, c>-r
3
SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.) : SR 14177. 6R14DSTo14E. ff0,47:>, CNERoKL-E CoyniTy
6. IMPACTED OR NEAREST STREAM/RIVER: C7R1MZ)6jjE BRANCH 1? U95S G
RIVER BASIN: NIAWA55EE
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTAND NG RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES [ ] NO (V IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OFC9ASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO (vr
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?
8a. HAVE ANY SECTION 404 PERMITS EEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [?? IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMI REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [vj?IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: S 71 ACRES
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
. A Oo AI E
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DEM ID:
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #):
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 COLLETED 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: A/00W CA RVLIym DEPArTME*JT OF Tyti(SPOFTATIOAI

2. MAILING ADDRESS: P.D. ,Box /.5"51
SUBDIVISION NAME:
CITY: AAIPREW-S STATE: /&C ZIP CODE: 284o)
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER (HOME) : (WORK) : 828. 32). ?Llo5
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
A1661-El 69iNOSrAPF Oil• 828 32/ Lkios
PC. &x 1551 ICIAIOREWS , A)c Z89O /
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: C NERbKEb NEAREST TOWN OR CITY: Mv'rPN`f
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12' 30"'
3900

Name: MC DANIEL BALD Location: 035' 12'47.1" N 084° 00'25.7" W
Date: 3/5/101 Caption: SR 1417 - Grindstone Road
I inch equals 1000 feet 5 Permit Sites 1
5 Buffer Zone Encroachments -+?-
r, u
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cnerront
CO ZTl rrTY.
EROSION CONTROL PLAN
CHl?RO?LE
ROAD NAME: GRINDSTONE RD. ROAD NO. SR-1417
WORK ORDER NO. 6.912116
FROM: STA. 0+00 ON CENTER LINE OF SR-1338 BOILING SPRINGS RD.
TO: END OF PROJECT AT STA. 49+75
ADDITION: YES NO
IMPROVEMENT: YES ? NO
TO BE PAVED: E;?? NO
GUY WIRES
POWER POLES TO MOVE: YES NO
CABLE BOXES GUY WIRES
TELEPHONE POLES TO MOVE: YES NO
RIGHT OF WAY WIDTH: 50' 1
SCALE: lit = 50'
DATE: 2 / 13 / 01
C L
i i
I i
1 112: 1 slope
or flatter
6' '
/ i SHLD. I
/' 1
i /
1:1 slope
I or flatter
i SHLD. 3'
DITCH '
; I '
i vI
51 Q.
Rlw --
4+50 4+50
,4+50
- I- v
CHECK DAMS SPACED AS
I
CHECK
REQUIR
TEMP. SILT FENCE REQUIRED
ROCK BERM
4+00 I_ - 4>+00
I
I
I
3+50
_ 3+5
/I
1I I I
1
3+00 3+Ou 1`1
}
SILT BASIN - TYPE-B
I 12x3x2
z+
DOUBLE 48" SQUAT PIPES slp .,1
TO HAVE 20' ADDED TO RIw ROCK SILT
INLET END OF EACH PIPE v f _ SCREEN
I
-00 I
_ z+ao
I
I
1 CHECK DAMS SPACED
AS REQUIRED
1+50 I
1+50
I
CHECK DAMS SPACED
I
AS REQUIRED
I
vp
1-00 w0
? I
i ?
I SILT BASIN - TYPE-B
z I 12x3x2
0
0+50 _ 0+50
H I bl)
04 1 Q,•
SILT BASIN - TYPE-B
8x3x2 510'
J J,
+00 I _ 0+00
SR-1338 EROSION CONTROL PLAN BOILING SPRINGS RD.
TEMP. SILT FENCE
ROCK BERM
i v
510
RIW
9+50 9+50
I
v
I
9+00 l y+
8+5
8+0
7+00
6*?p
ROCK SILT SCREEN
------------------
6+00
TEMP. SILT FENCE
ROCK BERM
5+50
5+00
_ 00
I
I
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0 8+50
I
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I
0 I_ 8+00
I
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7+50
Slo,
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5+50
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510'
-RIW-^---
1_ V 5+00
(CHECK DAMS SPACED I
AS REQUIRED
1 SILT BASIN - TYPE-B
8x3x2 `
115" CMP. TO BE REPLACED
WITH 18" CMP. RT. TO LT.
I CHECK DAMS SPACED I
AS REQUIRED
I -
SIo
RIW
14+s0
14+50
ROCK SILT SCREEN , -I-
I
SILT FENCE & ROCK BERM

14+00 I
I_
I
A
I
14+00

13+50 I

I
I
13+50

13+00 I
I
I_

13+00
I
I

12+50 I
_ I
12+50
510, VA
R W
I
ROCK SILT SCREEN - - - -
12+00 I_ 1 0
I
SILT FENCE & ROCK BERM

1+50 I -
I
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I

11+51
I
I
11+00 _ I
I 11+00
I
I
10+50 1
- i 10+50
I
510'
RIW
10+00 1 v 10+00
SILT BASIN TYPE-B
8x3x2
EXIST 1511 CMP. TO BE REPLACED
WITH 1811 CMP. RT. TO LT.
STA. 14+35
I SILT BASIN TYPE-B
8x3x2
CHECK DAMS SPACED
AS REQUIRED
SILT BASIN TYPE-B
I EXIST. 1511 CMP. TO BE REPLACED I
WITH 1811 CMP. RT. TO LT.
CHECK DAMS SPACED I
AS REQUIRED
-? BASIN TYPE-B
ROCK SILT SCREEN [r8x3x2
RIW
EXIST. 18" CMP. TO BE 1 1 79+50
REPLACED WITH 24" RT. TO LT. -I-
STA. 19+80 RIP-RAP DITCH
I
I
19+00 I_ 19+
I
I
I
I
18+50 18+50
I
SILT FENCE & ROCK BERM I [:AS ECK DAMS SPACED
10 REQUIRED
18+00 I 18+00
-I
I
I
17+50 17+50
510,
RIW
I
I
17+00 I S 17+00
_ I-
I
I
I
16+50 _ I +50
I
I
I
16+00 16+00
I
® SILT BASIN TYPE-B
ROCK SILT SCREEN
-I-
20 1 8x3x2
'- EXIST. 15" CMP. TO BE REPLACED
15+50 15+50 WITH 18" CMP. STA. 15+70
I
510,
RIW..._._
15+00 1- V 15+00
J1L1 D11J 1111 11CG-D
x3x2
/ 5I0'
EXIST. 15" CMP. TO BE / R I w
REPLACED WITH 24" CMP. /
UNDER DRIVE WAY STA.24+75
I
ROCK SILT SCREEN I 1
I
RIP RAP DITCH
24+00
I
I
I
CHECK DAMS SPACED
AS REQUIRED 23+50 - -
I
I
I
I
23+00 V
I
I
I
I
2+50 _
510,
RIW
22.00
I
I
I
I
21+50 I_
I
?y I
SILT BASIN TYPE-B J I
8x3x2
I
ROCK SILT SCREEN 21+00
EXIST. 36" CMP. TO BE
REPLACED WITH 48" CMP.
RT. TO LT. STA. 20+95
zo+so
I, SILT FENCE & ROCK BERM I
20+00
24+50
24+00
+50 TEMP. SILT FENCE
ROCK BERM
122+50
22+00
21+50
IRIP RAP DITCH
I SILT BASIN TYPE-B
I 8x3x2
_ I 20+50
I
I
510,
_RIW_
?0+00
i
510•
RIW
29+50 29+50
I
I
SILT BASIN - TYPE-B ® I
8x3x2
C21+ 0 - - 29+00
CHECK DAMS SPACED
AS REQUIRED

26+50 I
I

I
I
I
28+00 I_
I
I
I
27-50
5 I o'
RIW
I

27+00
• I
_ 1_
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26+50 I
I
I
I

26 I

I
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I
I
25+50
I
I
510,
RIW_

25+00 I
28+50
26+00
27+50
27+00
TEMP. SILT FENCE
ROCK BERM
X1
l
5+00
TEMP. SILT FENCE
ROCK BERM
ROCK SILT SCREEN
ADD 18" CMP. LT TO RT.
STA. 29+00
SF&RB
SILT BASIN TYPE - B
8x3x2
I CHECK DAMS SPACED I
AS REQUIREDF
SILT BASIN TYPE - B
8x3x2
6!4 5 10,
R I W
4 :,?+50 - 1
t
I
I
34+00 ? 1
I
I
I
I
33+50
I
I
I
33+00
?
I
I
32+50 1
? 510,
RIW
I
C32+00 - - - I-
I
I
• I
31+50
I
I
I
I
I
+50 ROCK SILT SCREEN
33+50
ADD 18" CMP. LT. TO RT.
STA. 34+50
SILT FENCE & ROCK BERM
32+50
ROCK SILT SCREEN
32+00
1+50
31+00 • - - 31+00
I
CHECK DAMS SPACED
AS REQUIRED I
I
30+50 _ I 30+50
I
? 1
510'
R 1 W--- -
30+00 1_ 30+6
EXIST. 15" CMP. TO BE REPLACED
WITH 18" CMP. LT. TO RT.
STA. 32+00
S. F.
RB
I
510'
R I W --
39+5
I
I
I
CHECK DAMS SPACED I
AS REQUIRED 39+00 I
I
I
I
38+50
• I
I
I
I
38+00 1
I
_ I
I
CHECK DAMS SPACED I
AS REQUIRED 37+50
s i0,
R1W
I
• I
37+00 _
I
I
I
I
36+50
3
I
I
I
SILT BASIN TYPE - B
s I
STR50.8
39+50
+50
38+00
50
37+00
+50
} SILT FENCE & ROCK BERM i
I SILT FENCE & ROCK BERM I
+00 - 36+00
- - + - - T- ROCK SILT SCREEN
•
35+50 I
35+50
I
I
510'
• R?
35 + 00 - I -- 35 + 00
EXIST. 15" CMP.TO BE REPLACED
WITH 18" CMP. LT. TO RT.
STA. 35+90
SILT FENCE & ROCK BERM
I CHECK DAMS SPACED AS
REQUIRED `
SILT BASIN TYPE - B
8x3x2
-- i vv
44+00
1 4J+UU
510'
--RIw->
44+50
I
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44+00
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43+00
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42+50 _
510'
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42+00
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41+50 _
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a0+50 _ _ I - -
40 + 00
1
510'
R1w-
I
43+00
+50
+00
1+50
1+00
S 1850-9
CHECK DAMS SPACED
AS REQUIRED
SILT BASIN TYPE - B
ROCK SILT SCREEN
EXIST. 4811 CMP. TO BE REPLACED
WITH NEW 48" SQUAT CMP. LT. TO RT.
STA. 43+60
I SILT FENCE & ROCK BERM I
14
40+50 :2 N ROCK SILT SCREEN
EXIST. 1811 CMP. TO BE REPLACED
WITH NEW 1811 CMP. LT. TO RT.
STA. 40+50
40 + 00
I
E.O.P. STA. 49+75 _ 5is-
RIW
49+50 _
I
I
I
CHECK DAMS SPACED
AS REQUIRED
49+00 V
I
I
I a
I
48+50 - 1
I
I
I
I
48+00
I
I
SILT BASIN TYPE - B
8x3x2
47+50 _
47f0 1 I
SILT BASIN TYPE - B
8x3x2
I
48+50 I_
I
I
I
I
48+0
SILT FENCE & ROCK BERM I
I
I
45+50
I
I
510,
--R IA
45 + 00
JV T VV
STR50-10
E.O.P. STA. 49+75
49+50
49+00
48+50
SILT FENCE & ROCK BERM
47+
1 FROCK SILT SCREEN
1 1%
EXIST 18" CMP. TO BE REPLACED
SITE I
S. F.
HR.B.
SILT BASIN
TYPE B
8'x 3'x 2'
5' BRANCH ---?~ • ?'
(ROCK PIPE INLET
l PROTECTION'
A
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NEW OLD
CL CL
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Ln
0
Ln 5'
EDGE
OF
ROAD
EDGE
OF
X30,
STA. 2+60

x
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SILT FENCE

ROCK BERM
f- [ROCK SILT SCREEN
OUTLET
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STA. 19+80
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SILT FENCE
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SCREEN
OUTLET
SILT FENCE
ROCK BERM
I
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ROAD
OLD NEW ?G4
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. CHECK DAMS
SPACED AS
REQUIRED
< 61 SILT BASIN
TYPE B
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EXISTING 18"x 30' CMP. 4- ROCK PIPE INLET
-? PROTECTION
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SILT FENCE
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SILT FENCE
ROCK BERM \ I II + r ?- RIP RAP DITCH
f? ROCK PIPE INLET
ROCK SILT G4• PROTECTION
SCREEN 30
OUTLET SILT BASIN
TYPE B
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4' BRANCH `? ?? \ • CHECK DAMS
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SILT FENCE ?& 3' A
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SITE 4
STA. 43+60
EXIST.
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SILT FENCE
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- CHECK DAMS
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ROCK PIPE , SILT BASIN
INLET / ?-- TYPE B
PROTECTION EXIST- / 12'x 3'x 2'
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CHECK DAMS - 1SQU?T cMP• ROCK SILT
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SITE 5
.
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REQUIRED lb,
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STA. 46+74
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SITE 1 STA. 5+50 - 8+00
JEND BUFFER ZONE]
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251
22'
33'
SILT FENCE
& f
ROCK BERM ?. --------------35-?--
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I\ 19,
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1
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BEGIN BUFFER ZONE / 39'
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OF
10+75
10±50
9+50
9+00
8+50
7+50
7+00
6+50
6+00
5+50
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0
SITE 2
t9ND BUFFER ZONE
----- ----- 40, -T.
18!_
15
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SILT FENCE
& fYk ?
ROCK BERM
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14'_.
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BEGIN BUFFER ZONE -27
STA. 15+00 - 23+00
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1
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22+50
I
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21-:50
21-fiOO
20+'00
1
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19- P00
18+50
i
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17+50
i
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16-50
i
16±00
i
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I
15±00
SILT FENCE
ROCK BERM
f r
PIPE
SITE 3 STA. 37+00 - 39+00
EDGE
OF
SILT FENCE
ROCK BERM
39+00
38+75
38±50
38+Q0
37+50
37+00
60'
39'
- - - - - - - - - - - - - - - - - - - -
?-
17' -
23'
- - - - - - - - - - - -
27'
SITE 4 STA. 44+00 - 46+00
Fm BUFFER ZONE 9 _ 46+00 CL
I
I
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I
I
I
I
I
I
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I
I
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I
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&
ROCK BERM
I
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1 I
I
44+50
I

EGIN BUFFER ZONE

9'
• ----- I
I
[44+00
?
SITE 5 STA. 47+00 - 47+75
EDGE
OF
ROAD
CL -
I
END BUFFER ZONE ( 47+75 25'
47+50 1 '
SILT FENCE
ROCK BERM
I
I
I
_ I
47
(BEGIN BUFFER ZONE] +00 6'
I
I
d ... ST,ATF
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
SR 1417
Cherokee County
Mr. Bob Johnson
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
Dear Mr. Johnson:
March 8, 2001
?QOl?SSUFp,
LYNDO TIPPETT
SI-TRETARY
()10386
The North Carolina Department of Transportation (NCDOT) is proposing to grade, drain,
base and pave SR 1417, Grindstone Road, primarily along the existing roadway. In order- to
construct this project in accordance with our current secondary road standards and due to the
proximity of a live stream (Grindstone Branch and tributaries, Class C), and extension of pipe
culverts, we are requesting authorization under Section 404 of the Clean Water Act.
I am sending a straight-line diagram with the proposed erosion control, stream, stream
bank, and construction limits and various sites along the project where we will be in conflict with
the stream. In addition, I am sending a typical section of the road, cross sections, drawings for
pipe culvert replacements, general notes and standards on some erosion control measures, and a
marked map. We propose to install all the new culverts slightly below the existing streambed
elevations where bedrock is not encountered to minimize impacts to wildlife habitats and allow
the existing stream gradients to remain as unchanged as is physically possible. No threatened or
endangered species are known to be present in or near the project area; therefore, no significant
impacts are anticipated from project construction.
The best management practices will be used to minimize and control sedimentation and
erosion on this project. The construction foreman will review all erosion control measures daily
to ensure sedimentation and erosion are being effectively controlled. If the planned devices are
not functioning as intended, they will immediately be replaced with better devices. The rocksilt
screens and other erosion control devices will be in place prior to pipe culvert construction and
will remain in place until the project is stabilized.
Andrews District Office
P. O. Box 1551, Andrews, N. C. 28901
Phone: [phone]
Fax: [phone]
-n
rr 1 ;cam
?YJ
.y
Mr. Bob Johnson
Page 2
March 8, 2001
By copy of this letter, I am asking Owen Anderson, North Carolina Wildlife Resources
Commission (NC WRC) Western Mountain Region Coordinator, to comment directly to you
concerning the 404 Nationwide Permit request.
Also, by copy of this letter, I am requesting authorization to proceed under Section 401 of
the Clean Water Act from the Division of Environmental Management. (A check payable to NC
Division of Water Quality in the amount of $200.00 is attached to this application with the new
fee schedule).
We would like to begin construction as soon as possible. If further information is
required, please call me at [phone]. Your early review and consideration will be greatly
appreciated.
Sincerely,
?V'q /-L .4?1
Wesley T. Grindstaff
Assistant District Engineer
WTG/rr
Attachments
cc: Mr. Richard Phillips, P.E., Regional Engineer DEHNR
Mr. R. G. Watson, P.E., Division Engineer
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. John Dorney, DWQ, DENR (with attachment)
Mr. Owen Anderson, Western Mountain Region Coordinator, NC WRC
Mr. T. H. Kilpatrick, Transportation Supervisor III
Mr. Mark Davis, Division Environmental Officer
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON TFiF 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?
REST Re5.oecES, F-,q Rml..MAIA, ? SIAEA/r/AL-
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
rJ /A
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 7WENTY 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' SIGNATURE
_03 05 0
DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
5
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS) : ?J f R
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: 03 - 05' -0) (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: '03-0,5 -01
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES (ITS NO [I (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 [I NO [v}/
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [I NO (I
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 SAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
4
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 'j /p
EXCAVATION:
W/A
FLOODING:
DRAINAGE: A/ JA
OTHER: ,N1A
TOTAL ACRES TO BE IMPACTED: A/OAlfi
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: 7.00 FT AFTER: 200 FT
WIDTH BEFORE (based on normal high water contours): + FT
WIDTH AFTER:
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? N /Ip
WHAT IS THE EXPECTED POND SURFACE AREA? A/
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 112" X 11" DRAWINGS
ONLY):
, y5TALLATIONJ OF .3 LINES OF 78 " CMP /20 LFr? Z LINES
T
OF 3(o cmp ( '/O LFr? , Aa/p I L)mE- OF ZY- "GMP ( 40 LFT> ,
TRACKHOE BACKHOE, gn17J LOADER WILL BE U7/I.IZ6a 7z) PERF0XM
PIPE /N STA LL./i 7704
13. PURPOSE OF PROPOSED WORK: WIDEN A..ID -PAVE EXISTYAJ67
SEcoAJDAszy FZ0AV 7a /-?E?T /1/GD07 S-r-An1p?rzDS
3
PECIFIC LOCATION (INCLUDE ROAD
?duMBERS, LANDMARKS, ETC.): SR 147 69)4DSTo/4E )?OAD. CNERoKr.E CoyNrV
6. IMPACTED OR NEAREST STREAM/RIVER: e7R-/A/D57jE BRANCH CLMSS C
RIVER BASIN: 1j/AwA55EE
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTAND NG RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES [ ] NO [ IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [vj
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?
N
°a. HAVE ANY SECTION 404 PERMITS EEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [?I IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMI REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [?IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND:
.S 71 ACRES
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
Aln A/E
2
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DEM ID
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #):
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 SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME : A/01?7}l CAROUAiA DEPArTMENT of TyAC5jpoy4TATlo4
2. MAILING ADDRESS: P.o. sox IS67
SUBDIVISION NAME:
CITY: 4NC1?EPVS STATE: /yC ZIP CODE: 2890/
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER (HOME) :
(WORK) : 828. 321. ?LlD$
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
D11661-El QquvnsT FF fit/ Aze 32/ 4105-
2o. $ox 1551 lqA/oREws , 'A)c Z8 9 o /
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: L-,ggn Es NEAREST TOWN OR CITY: mvKPN y
1
f 0 r?-.__..J

h

n
a? l.?r
?1
" .?i•-:..----_ ,r ??? f' ? `til
14
3'02
rl it 1.
3901
'? ( fy tv
1 (0
1 ?= t. Q
?.. ft\, \ _ ,I^^
f 1 r?o __qp,
olle "I
12' 00
f
%
?-?
J?
J 4 r
'e Jr 'I

Name: MC DANIEL BALD Location: 035° 12'47.1" N 084° 00'25.7" W
Date: 3/5/101 Caption: SR 1417 - Grindstone Road
Scale: 1 inch equals 1000 feet 5 Permit Sites 1
5 Buffer Zone Encroachments -+?-

c.
cnerront

EROSION CONTROL PLAN
C1?E140KEE
ROAD NAME: GRINDSTONE RD. ROAD NO. SR-1417
WORK ORDER NO. 6.912116
FROM STA. 0+00 ON CENTER LINE OF SR-1338 BOILING SPRINGS RD
TO: END OF PROJECT AT STA. 49+75
ADDITION. YES NO
IMPROVEMENT.•
NO
YES xX
TO BE PAVED: YES NO
GUY WIRES
POWER POLES TO MOVE: YES No
CABLE BOXES GUY WIRES
TELEPHONE POLES TO MOVE: YES NO
RIGHT OF WAY WIDTH: 50- 1
SCALE: l if = 50'
DATE: 2 / 13 / 01
I
I i
I i
1 112: 1 slope
or flatter I g?
CI L
6'
SHLD. I
------------------ ------------

1:1 slope
or flatter
9--4
i -/
i SHLD.
------------
I DITCH '
- --•------------I--- J
slo.
---RIw
4+50 1 4+50
I
QUIP
TCHECK DAMS SPACED AS
EMP. SILT FENCE
RE j
REQUIRED
ROCK BERM 1
4+00 1_
4>+00
I v 4+00
I
I
I 0
3+50 13+5
I 1\ \
'l
3+00 3+00 }
SILT BASIN - TYPE-B
\ I 12x3x2
? oo - - -1- - bbl
-- -- z+5a
DOUBLE 48" SQUAT PIPES 51 o ?J
TO HAVE 20' ADDED TO Rlu' ROCK SILT
INLET END OF EACH PIPE D I SCREEN
I
I
_ z-ea
I
I
I CHECK DAMS SPACED
® I AS REQUIRED
1.50 1+50
r I V
ri
CHECK DAMS SPACED 1-4
AS REQUIRED
I
1+00 I
® cn I
+00
? I
I v
I SILT BASIN - TYPE-B
z I 12x3x2
0
0+50 0 co I 0+50
z I
H
SILT BASIN - TYPE-B ?o
%
8x3x2 _ 510'/
0+00 I_ 0+00
t SR-1338 EROSION CONTROL PLAN BOILING SPRINGS RD
' v
RIW
s I o'
9+50 _ I 9+50
I
I v
TEMP. SILT FENCE
& I
ROCK BEF14 9+00 I
_ 9+00
I
I
I v
i
8+50 8+50
I
I
I
I v
8+00 I 8+00
I_
I
I
I
I © 7+50
slo•
- RIW
I
I
7.00 I 7+00
I
I
I
8+? - I ® 6+50
ROCK SILT SCREEN - - - ? - - ?
I
8+00 _ I 8+00
i
I
I v
TEMP. SILT FENCE I
ROCK BERM 5+50 _ I 5+50
I
I
slo•
- R I W---
5+00 1_ v 5+00
I CHECK DAMS SPACED I
AS REQUIRED
SILT BASIN - TYPE-B
8x3x2
15" CMP. TO BE REPLACED
WITH 18" CMP. RT. TO LT.
CHECK DAMS SPACED
AS REQUIRED
RCCK SILT SCREEN
SILT FENCE & ROCK BERM
? v
SIo'
RIW_
14+50 - I- ® 14+50
I
I
I
14+00 I_ 14+00
I
I
i
I
13+50 13+50
I
I
I
i
13+00 I_ 13+00
I
I
I
I
12+50 _ I 12+50
slo
RIW_
ROCK SILT SCREEN - - -
I
12.001
SILT FENCE & ROCK BERM
11+501
11+00
10+501 I
10+001
I
_ _ r o
I
I 0
I
I
ttso
_ I
I
I 17
i
I
tt+oo
I
I
I
I
10+50
I
I
slo•
R I W_.
v 10+00
SILT BASIN TYPE-B
8x3x2
EXIST 1511 CMP. TO BE REPLACED
WITH 1811 CMP. RT. TO LT.
STA. 14+35
SILT BASIN TYPE-B
8x3x2
CHECK DAMS SPACED
AS REQUIRED
SILT BASIN TYPE-B
I EXIST. 1511 CMP. TO BE REPLACED I
WITH 1811 CMP. RT. TO LT.
CHECK DAMS SPACED I
AS REQUIRED
-? SILT BASIN TYPE-B
ROCK SILT-SCREEN 8x3x2
R1W-----
EXIST. 18" CMP. TO BE 19+50
REPLACED WITH 2411 RT. TO LT. / I RIP-RAP DITCH
STA. 19+80
I
I v
19+00 I_ 19+
I
I
I
I
18+50 18+50
v
I
SILT FENCE & ROCK BERM I CHECK DAMS SPACED
AS REQUIRED
18+00 I 16+00
-i
I
I
I v
17+50 _ I 17+50
510'
RIW
I
I
17+00 I_ v 17+00
I
I
I
I
16+50 +50
I
I v
I
I
16+00 _ I 16+00
I
1 ® SILT BASIN TYPE-B
8x3x2
ROCK SILT SCREEN - ?- -? -
EXIST. 15° CMP. TO BE REPLACED
15+50
1 v
510'
----R1ur---
15+00 ?- v 15+00
WITH 1811 CMP. STA. 15+70
v _ 8x3-2 . - -- - .. I ? - / / i
510' r
EXIST. 1511 CMP. TO BE RIW
REPLACED WITH 24" CMP. /
7/4+s
UNDER DRIVE WAY STA I
-i 24«50
ROCK SILT SCREEN I
oi I
;
-41
RIP RAP DI
TCH (
24-00

I
24400
I
O 1

CHECK DAMS SPACED I
AS REQUIRED z3«so
I
I 23.510

23-00 I
I

I
I

23+00

2.50 I
I
_ I

22.50
510'
RI W
Q I
I .
r
22.00
I
I 22-00

21+50 I
I
_ I

21+50
® I

SILT BASIN TYPE-B I
?
8x3x2
I

21+00
ROCK SILT SCREEN I _
- - - 21+0
EGG

TEMP. SILT FENCE
ROCK BERM
I RIP RAP DITCII
EXIST. 3611 CMP. TO BE I SILT BASIN TYPE-B
REPLACED WITH 4811 CMP. I 8x3x2
RT. TO LT. STA. 20+95
20+50 20+50
I
I
510•
SILT FENCE 11 ROCK BERM RI W----_-
20+00 T1_ 20+00
I
510'
RIW-
v
29+50 29+50
I
I
SILT BASIN - TYPE-B ? ® I
8 :3x2 ,
C21 0 29+CO
CHECK DAMS SPACED
AS REQUIRED
I
I
28+50
I
I
v ,
26+00
-I
I
I
® I
27+50
510'
RIW
i
I
27•C0 v
_ I-
I
I
I
26+50 I
I
I
I
26
I
® I
i
I
25+50
I
I
510'
RI W--
25+00 ® I
28+50
28+00
27+00
TEMP. SILT FENCE
ROCK BERM
26+00
ell
f
25+50
SF &RB
25+00
TEMP. SILT FENCE
ROCK BERM
ROCK SILT SCREEN
I ADD 18" CMP. LT TO RT.
STA. 29+00
4 SILT BASIN TYPE - B
8x3x2
I CHECK DAMS SPACED I
AS REQUIREDF
SILT BASIN TYPE - B
8x3x2
I CHECK DAMS SPACED
AS REQUIRED
v 1
510
RIW
J34-50 _I y 34+50 `? RVV K SILT SCR EEl\ f
I
i
34+00
I
I
I
I
33+50 1
v -1-
/? I
I
I
33+00 1
v - I-
I
I
i
32+50 _
v 510.
RIW
I

(&-32-00 -- -" 1- - Q ROCK SILT SCREEN
J2+?
I
I
v i
31+50
- I-
I
I
i
31+00
?7 I
I
I
I
30+50 1
- I
® 1
S 10'
---- RIV
30+00 1
34+CO
33+50
ADD 18" CMP. LT. TO RT.
STA. 34+50
SILT FENCE & ROCK BERM
+50
31+50
31+00
EXIST. 15" CMP. TO BE REPLACED
WITH 18" CMP. LT. TO RT.
STA. 32+00
S.F.
RB
30+00
STP50-8
slo,
- RIIV-- -?
39a$ _ I J9+50
I
I
I
CHECK DAMS SPACED I SILT FENCE & ROCK BERM
AS REQUIRED 39+00 ® l
39+00
I
I
I
J8+50 _ I 38+50
® I
i
I
i
JB+OG I 38+00
I
O l
CHECK DAMS SPACED I
AS REQUIRED I SILT FENCE & ROCK BERM
37.50 J7jW
510'
RIW-
I
v
37.00 I 37+00
I
I
I
I
36+50 I 36+50
I
I
SILT BASIN TYPE - B I
6+00 _ l
1 36+ao ROCK SILT SCREEN
I
® I EXIST. 15" CMP.TO BE REPLACED
35+50 1 35«50 WITH 18" CMP. LT. TO RT.
-
I STA. 35+90•
I
510•
O RI '
35+00 - I - 35+00
?. I '4Z) -t- VU
v
_RII°->
I
SILT FENCE & ROCK BERM - - 44+50
I
I
I
I
44+00 I_ v 44+00
I
I
i '
v
63+50 - ` _
I
I
I
T
43+00 _
i
I
I
42+50
v SIo
--- RI W-
I
I
CHECK DAMS =SPACEDAS
REQUIRED 42+00 4
I
I
v I
I
41+50 _ I 41
I
I
I
® I
41+00 _ I 41,
I
I
SILT BASIN TYPE - B ® I
8x3x2 I
S TR50.0
I CHECK DAMS SPACED
AS REQUIRED
SILT BASIN TYPE - B
ROCK SILT SCREEN
43+50 Q3
EXIST. 48" CMP. TO BE REPLACED
WITH NEW 48" SQUAT CMP. LT. TO RT.
1? STA. 43+60
43+00
+50
+co
I SILT FENCE & ROCK BERM I
Q40+50 ^ - -I - -
ao+5o
Zd ROCK SILT SCREEN
I
I EXIST. 18" CMP. TO BE REPLACED
-¢-R II WITH NEW 18" CMP. LT. TO RT.
STA. 40+50
40 + 00 _ I- 40 + 00
?v t VV STR50-10
E.O.P. STA. 49+75 _ 5??- _ E.O.P. STA. 49+75
y-
49+50 49+50
I
I
I
CHECK DAMS SPACED
AS REQUIRED
49+00 49+00
I
I
I
SILT FENCE & ROCK BERM
48+50 48+50
I
I
I
48+00 1 48+00
v - I-
I
I
SILT BASIN TYPE - B
8x3x2
a7+50 47+50
'ice f ROCK SILT SCREEN
v '
EXIST 18" CMP. TO BE REPLACED
410 , I 47+0o WITH 24" CMP. LT TO RT.
11 1 STA. 47+40
SILT BASIN TYPE - B 3?.
8x3x2
I
46+50 46+50
I
I
I
I
46+0 46+00
SILT FENCE & ROCK BERM I SILT FENCE & ROCK BERM
I
I
45+50 45+50
I
I
510'
- RIW
45 + 00 i 45 + 00
SITE 1
S.F.
R. B.
N
SILT BASIN
TYPE B
8'x 3'x 2'
5' BRANCH ?•
ROCK PIPE INLET
PROTECTION D
i
A
F
NEW OLD EDGE
CL CL OF

EDGE
OF
ROAD
w
C7
Ln
IS1, ,
\1
o
Ln 5'
STA. 2+60

c?

z
0

SILT FENCE y
x

ROCK BERM
Q- ROCK SILT SCREEN
?.? OUTLET
- - - - - - - I-
I I I I

- - - -

- - -?

-- -

-- -

-

- -

- -

- -

- -

-

- -I-

-- -

-- -

-

- -

- -

- -

- -

- -

- --

-

- - - - - 1- - OL : _ _ -,_ - - - - - - - - - -- - - - -
- - - - _ - - I I I J CL - -I - -I- - - - - - - - - -

I G S
- J I - - - - I_ - - - -

_ .. _ 1.. .. 1 i i - _ - __ .- -

I D ' L D I T 0 3 3
- - - O F 7A I . " M - - - - - - -- - - - - - - - -

-' L OF _ _ - - _ -
- - -- - - - -- - -- - - -

' I R

- - - I_ _ I 1 .. I I - - - I - - - - - - -
SITE 2
STA. 19+80

SILT FENCE
ROCK BERM
1' BRANCH
ROCK SILT
SCREEN ® -
OUTLET
SILT FENCE
ROCK BERM
EDGE
OF
ROAD
P D F 11 FE
__ I I
O 0 ?' 4 •
OLD NEW
CL C
vQ` CHECK DAMS
SPACED AS
REQUIRED
SILT BASIN
TYPE B
8'x 3'x 2'
I
EXISTING 18"x 30' CMP. ROCK PIPE INLET
PROTECTION
I
EDGE
OF
ROAD
I
I
i
fi
I
I
I
Il'
I
L E I

I R
I

X-3 I-Iqm
i'11 i
SITE 3
EXIST.
CL
l
SILT FENCE
i
ROCK BERM
1 `
ROCK SILT ?; Oy
SCREEN -? 30
OUTLET 3b??x?? \\
SILT FENCE
& ? 3' \
ROCK BERM t - \
t?'G •
SILT FENCE
ROCK BERM
-t'
??? RIP RAP DITCIi
ROCK PIPE INLET
PROTECTION
SILT BASIN
TYPE B
8'x 3'x 2'
CHECK DAMS
SPACED AS
A REQUIRED
i
EDGE
OF
ROAD
- - - - ; - -------, -----_ -
------------
P 'n Y' I I --
--- - -I iv
11 NE - --
I I I I I " -3 P.? -
- -- - - - - ---------
lit - -
- 1 - - - - --- --
IT
SITE 4
EXIST.
CL
SILT FENCE
ROCK BERM
ROCK PIPE
INLET
PROTECTION
CHECK DAMS v
SPACED AS
REQUIRED
0
??l ?I

I I I I
- - - - lie 1,10 !. _ . I

CHECK DAMS
SPACED AS
Q REQUIRED

® SILT BASIN
TYPE B
12'x 3'x 2'

Q ROCK SILT
SCREEN OUTLET

4' BRANCH

SILT FENCE

ROCK BERM

1-1-1
STA. 43+60
Exls ?,. 48 "x --
301
S4uAT C
1
I
I
I
I
I
I
li
I !
NEW
CL
-
I
I- - ? r ls T I-

SITE 5
CIIECK -DAMS A
SPACED AS G•?
REQUIRED
i
4' BRANCI1 e ' ?-
rte.
--ll EDGE Or ROAD
0 '1? ' I 0 I t
- I
- ? 1
I I
I 1 I
---- - - I- 1 II I
- - - ' 1 R
STA. 46+74
EXIST.
CL
1
0

-- ,----------,----------
? -- -- Iii - -----
7f

I.

. nl

L

I - i

- o
-
- n

-

- o

aft u

- rl
31 'i
11
-

-

-

SITE 1
JEND BUFFER ZONE _-_------_

?

\

SILT FENCE r
ROCK BERM ----------_

I 301
_
20
35'

251
22'

_35!_
25'

,
19
161
231
BEGIN BUFFER ZONE _ _
t 391
EDGE
OF
10+75
10+50
9+50
9+00
50
6+00
5+5•
c?
z
0
Pd
H'
x
STA. 5+50 - 8+00
NEW
CL
SITE 2
STA. 15+00 - 23+00
C

L
I

TEND BUFFER ZONE 40-1--t I
I
23;00
11

\ I
22-x50
I
22+;00

r / 15' 21+50

l 21+'00
'

l

SILT FENCE 0?'So
i
20-},'00
I

19+150
&
'
ROCK BERM I
19+'00
I
18-50
..5! 18-++00
1J'_ 17+50
_ L4'_
??.9
l&1-
t
5'

IBEGIN BUFFER ZONE -7i-t- 17b00
16-50
16+00
I
1550
I
15+00
t I
SILT FENCE
ROCK BERM
3 I;/
YIYE
SITE 3 STA. 37+00 - 39+00
EDGE
OF
SILT FENCE
ROCK BERM
39+00
38+75
38+50
38+00
3
60'
39'
- - - - - - - - - - - - - - - - - - - -
18'
23'
- - - - - - - - - - - -
r 27,
SITE 4 STA. 44+00 - 46+00
END BUFFER ZONE 91 46+00 CL
I
I
I
I
I

71--- I
i
I
I
.45+50
I
I
I
I
I
I

SILT FENCE
611 I
45+00
& "'
.
ROCK BERM
i
I
I
I

1 : I
I
44+50
I

9' I
I
44+00
IBEGIN BUFFER ZONE _
SITE 5
STA. 47+00 - 47+75
EDGE
OF
END BUFFER ZONE
SILT FENCE
ROCK BERM
BEGIN BUFFER ZONE
CL
I
47+75 251----
47+50 J.
47+00 6'I,