20000210 Ver 1_Complete File_20000207

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This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919-733-9646.
Attachment
Pc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Central Files
Sincerely,
P. Den
a - i
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 NCDENR
June 19, 2000
Clay County
DWQ Project No. 00-0210
SR 1342 (Penland Road)
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Brian C Burch, P.E., County Maintenance Engineer
North Carolina Department of Transportation
Andrews District Office
P.O. Box 1551
Andrews, NC, 28901
Dear Mr. Burch:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
material in 250 linear feet of streams for the purpose of paving SR 1342 (Penland Road) in the Shooting
Creek community, Clay County. The project should be constructed in accordance with your revised
application dated 30 May 2000 (received 8 June 2000). After reviewing your application, we have decided
that this fill is covered by General Water Quality Certification Number 3103. This certification corresponds
to the Nationwide Permit Number 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. The arch pipe 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 stream bed).
2. All culverts shall be installed at least one foot below the channel bed so as to allow passage of water
and aquatic life.
3. All work shall be performed during low flow conditions.
4. Care must be utilized such that live (wet) concrete does not enter the stream channel.
5. The presence of equipment in the channels must be minimized.
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 total wetland fills for this project (now or in the future)
exceed one acre, or if total impacts to streams (now or in the future) exceed 150 linear feet, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to
remain valid, you must adhere to the conditions listed in the attached certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a
hearing, send a written petition that conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, P.O. Box 27447; Raleigh, N.C. 27611-7447.
This certification and its conditions are final and binding unless you ask for a hearing.
1621 Mail Service Center, Raleigh, North Carolina 27699-1621 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
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•a,,,,,;?• ?p}?TLA?dD$ GROUP
pss R UA ICY SECU0`
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
May 30, 2000
DAVID MCCOY
SECRETARY
SR 1342
Clay County
Mr. Bob Johnson
U.S. Army Corps of Engineers
Reg. Field Office
151 Patton Avenue, Room 143
Asheville, N. C. 28801-5006

Dear Mr. Johnson:
Attached is a revised application for the proposed widening and paving of SR
1342, R- 'enland Road, in .Clay County. Several pipe extensions at stream crossings, which
were not in the initial application are included along with a revision of the Lynch Branch
stream crossing. Due to concerns expressed by the Division of Water Quality, the
Department of Transportation has reduced the 150 linear feet required to 145 linear feet
at the Lynch Branch crossing. This crossing was necessary due to lack of right of way
available on the existing location.
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.
Si?nan ly,
. urch , P. E.
County Maintenance Engineer
BCB/rr
cc: Richard Phillips, P. E., Regional Engineer, DEHNR
Ed Ingle, Roadside Environmental Engineer, DOT
John Dorney, Water Quality Certification Unit, DEM
Mark Davis, NCWRC
R. G. Watson, P. E., Division Engineer, DOT
Andrews District Office
P: 0. Box 1551, Andrews, N. C. 28901
Phone: [phone] Fax: [phone]
? t
Dcm ID:
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): /4
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: /V02rN ?.?C?nJA ?EO.4eTm??T OF Tnl?°o.Q.?v7.?o??
2. MAILING ADDRESS: PO, ax MS`S/
SUBDIVISION NAME:
CITY: r??S STATE: A/C ZIP CODE: Z9301
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):

3. TELEPHONE NUMBER (HOME):
(WORK) 3z/-34i04'
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
??2iA ?1?' j?ullcif, f? ? , ?'?..? ?/f .,?Tf?.o4.,,,? ? ?Gin.?f?. ?o , 3o x /55/ t..?s? nlC zB tom/

5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE): ????
COUNTY: ?c ,ati NEAREST TOWN OR CITY: 11 4_YEs?,14a, a.G'.
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Y

1 %
SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.) : SW /-3W ?fJ D ?g
6. IMPACTED OR NEAREST STREAM/RIVER: LWA?-,+ 4^VW
RIVER BASIN: W/mm---m Z"/r-,
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES [14 NO [ ] IF YES, EXPLAIN:
n,?6 Cear4 C4,#5 S C - 7A-01,7-
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO X
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?
A)/R
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES >I NO [ ] IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION) C?;r'eA JTF.A
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES ;>< NO [ ] IF YES, DESCRIBE ANTICIPATED WORK:
6
Y'eq,_
`I L lr T?Pim: ?S LJiY
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: #,A/-1Acros
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:

- - 2
' r
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING:
FLOODING:
DRAINAGE:
EXCAVATION:
OTHER:
TOTAL ACRES TO BE IMPACTED:
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: FT AFTER: 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: I,/
CHANNEL EXCAVATION:
OTHER:
CONSTRUCTION OF A DAM/FLOODING:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND?
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS /
ONLY) : %2r?.?i74etE S To S, n. f4 C2.C l C44-ISS GTeo?.? 1400, LLle.,? Zts>r ,4 (L46Sc)
/IlA?T /IR?C .0 i.o xrepalkc ? lid°?O/'Qc??? 1rORd G'lOSS[/1 f^ /ffi'S l..)/LC 1? ncT
f rn Ike sfi46oTi?.J& ?Q51rA- T r?7sb?i?.
A: o 2 /,,jE o-r ?o"C"n1P HJiGC ? E? ?D WiI-C.
K.rrc.c.c .c?i.• v /3 i
i3. PURPOSE OF PROPOSED WORK: :Tpwae., a. ?e SR/.fyZ ?i• ccco?c??,ce cJr`??
3
S K
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS):
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: (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: /00 -
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES t$ NO [] (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
POLICY ACT?
YES [ ] NO Di
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [I NO []
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
4
r
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 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?
t-
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
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.
ER' GENT'S SIGNATURE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
DATE
5
L0C-A-rlCN MAC
CLAY COUNTY
NORTH CAROLINA
F
COZTZ'17?'Y: cZ??[Y"
ROAD NAME: PENLAND RD.
ROAD NO. SR- 1342
WORK ORDER NO. 6.922072
FROM: STA. 0+00 CL OF SR- 1168
TO: STA. 39+00 END OF PROJECT
ADDITION: YES NO x
IMPROVEMENT: YES x NO
TO BE PAVED: YES X NO
GUY WIRES
POWER POLES TO MOVE: L 1 YES X NO
CABLE BOXES GUY WIRES
TELEPHONE POLES TO MOVE: YES NO X
RIGHT OF WAY.- x 50'
RIGHT OF WAY.-
45'
SCALE: 111=50' 60'
DATE. L09-18-98
CIL
1112. 1 slope
or flatter
9' 1 9'
. 6'
" SHLD.
------------------------------
1:1 slope
or flatter
i SHLD. 3'
I DITCH ?
I
--------------------- 1
J

DAVID & SHARON FALCONER RIW
2500 BROWNING ST. LL
SARASOTA. FL. 34237 4•50 4 •50
(3) I
TERRY L. MILLER
1055 79 south
I ST. PETERSBURG, FL.
®
CHECK DAMS SPACED ,
- I
- ,.oo 33707
AS REQUIRED (2)
3-50 PL

_ c i
I

7-00 I_ 7.00
NOTE: REDUCE R/W TO 18' - I ZZ _
FROM STA. 2+25 to _
STA. 3+50 FOR _ - I
GRAVE YARD - - ( _ -
- -
- : 7-50
-
?'
S 10' ?? 7-50
-
R IW.
1

1
NOTE: REDUCE R/W TO
r
O0 -
-
1 2-00 20' FROM STA. 1+25
-- - ?
to STA. 3+00 for
BETHEL METHODIST CHURCH I GRAVE YARD

CHECK DAMS SPACED I- 1.50
;-
(1)
AS RE UI

. E

1.00 I
1.00

SILT BASIN TYPE B
8' X 317X' 2' o?so o•so
I SILT BASIN TYPE B
8,X;3'X--2'
REPLACE W/ NEW
1 V C
P r --0. `-
M
0+-0 0 0f00

slor (6)
. RIW
9.50 - 9•V+45
l
1 .
CHECK DAMS SPACED I
AS REQUIRED: 1
9.00 I 9.00
-I:
I
CHARLES T. & KATHRYN S. SMITH
177 BOB PENLAND RD. - 6.50 I 6.50
HAYESVILLE, NC 28904
(5) I .
6400 ? _ I_ 6.00 .
I •
I ti
1 tI?
SILT BASIN TYPE B
6' X3' X..2' [ I 7-50
7+45 - a 4 ---I REPLACE W/ 48" CMP
- R-rw -
SILT BASIN TYPE B ® I
8' X 3' X 2' I
7-00 I 7'00 JAMES H. & VELMA GRANT
Ln RT 1 BOX 390
I CRESENT CITY, FL. 32112
A I (4)
I
6450 Q•50
I
(3) I 6+25
ICHECK DAMS SPACED A I
AS REQUIRED 6400 i 6400
- I-
(2)
i
5.50 I 5.50
i
510.
- -RIw--?
Sf0 I Sf-00
PL
PI
STA 7+45
36" CMP

i
i
E???? moo' oN
v
NEW
I I I I
!
i I I I I I I I i I I
a
• I I I I I I I I I I ? I I I !!
'?I! ? ?I ;
il ! ? ! I
l!( I I I 1 ! I I ! l i
I I I I I I I I lil i ? I ? ? I i t i I I iI
I
I I
I I!
I
I
I II
I I I
I l i-
I `
l - I II i I I I I

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I
I
I
I
II I I I I I I
1- 1 jH
I
I I
I
I
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I II ? i I I

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I
I
I - -I I- - - - - -
I I
I
I I
t
I t
i _ _
I

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• I

_
klI I i
I
I
I

i
I I
! I I I I I I I
t Ii I II I I ! I I I
!I I I 9 7
' I it II ! I I i l ! tl I I I II 1 1 1 1 1 !I I
I I I I I I ! I i I ? i l l l l ? I I I I I .
I I'
?.0)
WANDA COOK 1 '
420 BOB PENLAND RD. 510'`r-
HAYESVILLE, NC 28904 R I W
(7) r!•50 r4•50

14+30 I
A I
14 I 14+00
i
I
- - - - 10'50 _- _ 13.50 NOTE- REDUCE R/W TO
I 201. FROM STA.
i
12+50 to
15+70
CHECK DAMS SPACED

AS REQUIRED
v I

i
a-0o I
-I
i u•oo
(5) . - i JAMES & KATHRYN THOMPSON
1697 EDITH ESPANDE
12.50
I t2'S0 CAPE CORAL, FL. 33904
RIW
I (6)
12-00 V - I
i 12-00

SILT BASIN TYPE B I
6' X 3' X 2'
I
' r?•5o 11.50
• ,}Ig.11
REPLACE W/ NEW I
1811 CMP
11-00 I 11-00
•
CHECK DAMS SPACED A i
i
AS REQUIRED I
10.50
- I- ro.50
? I
. w
R
30f-O - i ZOf00

SILT BASIN TYPE g v 0 1
8X 3' X 2' 5 fi0i' REPLACE W/ 48" CMP

3¢?LL-.
® (n l9+50
H
I

19+00 I
I
19+00
A 1
CHECK DAMS SPACED
AS RE UIRED i
18.50 - i 18+50

1-00 I
- I-
16'00
ANNA DEAN ANDERSON
I C/O MAUDINE HOGSED

A i 440JACKIE COVE RD.
I HAYESVILLE, NC 28904
(8) I (8)
17.50 17•50
510'
Riw
i

17•oo
A I
- 1
17.00
18+50 18.50 -
• ? I

15+00 I
i
18+00
REPLACE W/ 48" CMP
AZT :
3
15+70 1 1, 15+70
•
IL
T
SILT BASIN TYPE B -
6' X 3' X 2'- NOTE: REDUCE" RjW 15.50 LGd _ I_ r5+50
(7) TO'20' FROM I (6)
STA. 14+30 to
STA. 15+70 s 10'
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I WILLIAM P. & BRENDA G. CORMACK
I 1410 ANGELA ST.

( KEY WEST, FL. 33040

• 23450 _
-
I 2.50
(10)
CHECK DAMS SPACED

AS REQUIRED I

V

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(8) I
2150 - I - 12 2 +45 F
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*
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l +
I DONALD & WANDA COOK
I 410 BOB PENLAND RD.
22,00 72.00
- I- HAYESVILLE, NC 28904
I (9)

21.50
I 21450 NOTE: 3 BOARD FENCE TO BE MOVED
OFF R/WOFFROR'::STA. 20+40
I TO 22+25
i
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21.00 _ I 21.00
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;- RIW.....
20fOO I 20f00 (8)
I 1+LLIC'1VL A? JV VL11 I
I
SILT.BASIN TYPE B
8' X 3' X 2'

CARL & JEANETTE PARKER
C/o CLINE PARKER.
287BOB PENLAND RD.
HAYESVILLE, NC 28904
(11)

.

9.50

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AS RE UIRED I
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(8)

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28.00
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7 1. V Z 1 V 7 1
SITE 1
(12)
(11)
CHECK DAMS SPACED
AS REQUIRED
SILT BASIN TYPE B
8' X 3' X 2'
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31+50 1 31+50
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SILT BASIN TYPE B
12' X 3' X 2'
AnD Sfi!.!._X ,3611 ARCH 1
MARY CLYDE BECK
5070 OLD HWY 64 E.
HAYESVILLE, NC. 28904
-(12)
OfOO

MAGNETIC NORTH
CHECK DAMS
SPACED AS REQUIRED ?L7
TEMPORARY ROCK SILT Y
CHECK TYPE-B
?i /
EXISTING 16' GRAVEL NE can
STA 34+15
ROAD
/ o N t?
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/ SILT BASIN r3
30" 9MPI TYPE B
- - - - - ' 12'x'3-!22;
SILT BASIN
TYPE B
3' BRANCH 12' x ?3' x''2'
\ \ 11W x 58" x36" "' ?''' • ' ROCK SCREENILT
ARCH PIPE
SILT BASIN \
TYPE B 121014, ?c, TEMP SILT FENCE
-.
AND. ROCK BERM
1% GRADE
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CHECK DAMS SPACED js
AS REQUIRED
RUTH ANDERSON
2738 GOOD RD.
CLOVER, SC 29710
(14)
MARY CLYDE BECK
(12)
(12)
E.O.P.
JAMIE & BRENDA ANDERSON
784 BOB PENLAND RD.
HAYESVILLE, NC 28904
(13)
(12)
35+0 38f°00

9450

9.00 / 510• <-
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ENDS-sue. EROSION CONTROL
DETAILS & SPECIFICATIONS
STD. NO. DESCRIPTION: I SYMBOL:
PG. NO.
245.03 TEMP. SILT DITCH TSD
----
245.05 TEMPO RARY
- ----------- r --
DIVERSION
- - - - - - - - - - _._.-? TD .?
- - - - - - - - - - - - - -
893.01 TEMP.SILT FENCE I I VI-6
-- - - - - - - - - - - - - - - - - - - - - - - - - - -
890.05 TEMP. SLOPE DRAIN 8
'WITH EARTH BERM
SILT BASIN
245.02 -- ----------------
V1-12
C
TYPE-B
-- - - - - - - - - - - - - - - --- - - - - - - - - - -
895.10 TES. ROCK SILT CHECK V1-16
TYPE-B , ,
-- - - - - - - - - - -
89702 TEMPORARY --------- ?----- Vl_20
C
ROCK SEDIMENT DAM i
TYPE-B
89 r.01 ROCK PIPE INLET 7-22
PROTECTION
--------------------- V -
894.01
ROCK SILT SCREEN
-- - - - - - - - - - - - - - - - - - - - - - -

EROSION CONTROL
DETAILS AND
SPECIFICATIONS
Std. # DescriQlion Symbol
P
245.03 Temporary Silt Ditch VI.2
245.05 -- TSo
Temporary Diversion V1-4
893.01 Temporary Silt Fence ...................... ____ ____ VI 6
890.05 Temporary Slope Drain with Earth Berm F-
. 4 W-8
245.01 Silt Basin Type A ..........
....................... -0 --------- --- VI - 10
245.02 Silt Basin Type B
892.04 Temporary Rock Silt Check Type-A -------- --- VI - 14
895.10 Temporary Rock Silt Check Type-B _________ ___ VI.16
892.01 Temporary Rock Sediment Dam Type-A VI 18
892.02 Temporary Rock Sediment Dam Type-B ... VI.20
897.01 Rock Pipe Inlet Protection 0: VI-22
894.01 Rock Silt Screen ............. ........
245.04 Stilling Basin ..................................................... ® ----- VI 26
Rock Inlet Protection:
896.01 Type A ............................... A l l OR -- A ) ----- VI - 30
896.02 Type B ............................... B[3--OR --B) -- --- VI - 32
896.03 Type C ............................... C 11 -- OR C ) - --- VI 34
VI-1 March, 1993
TEMPORARY SILT DITCH:
TSD
A temporary silt ditch shall be used in place of silt fence in many situations.
Temporary silt ditches shall be used at the toe of fill slopes to divert runoff into
sediment basins, temporary rock sediment dams, temporary rock silt checks and/or
other sedimentation control measures. Temporary silt ditches are approximately 1
ft. deep, 2:1 side slopes with an optional earth berm.
AREAS OF USE:
• Toe of fill slopes where fill exceeds 3 ft in vertical height.
• Along streams to intercept flow and/or divert to a controlled outlet.
VI-2 March, 1993
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VI-3 March, 1993
` TEMPORARY SILT FENCE:
A temporary silt fence is commonly used at the toe of a fill section to prevent off-
site sedimentation. It is made of permeable filter fabric buried at the bottom,
stretched and supported by steel posts. The silt fence reduces the water flow while
retaining the sediment. They may also be used to divert water flow to protected
outlets. Silt fences need to be checked after each significant rainfall to ensure there
effectiveness. They must be maintained on a regular basis. Silt fences shall not be
installed across streams, ditches, or waterways.
AREAS OF USE:
At toe of fill sections where sediment runoff can be stored and contained
inside the project limits.
DESIGN CRITERIA:
Material With Wire Without Wire
Fabric Type 3 Class A Type 3 Class B
Steel posts length 5 ft 5 ft.
Post spacing 10 ft. 6 ft. maximum
VI-6 March, 1993
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VI-7 March, 1993
gILT BASIN TYPE-B:

A silt basin type-B is a temporary basin built to collect sediment flowing through a
drainage way. The silt basin is built at the base of the ditch with its length being at
least 2 times the width of the basin. The type-B silt basin is generally built in
conjunction with temporary rock silt checks and other devices that control or slow
down water flow. This device must be monitored closely and cleaned out on a
regular basis until grass is established along the ditch line and sedimentation is no
longer a problem.
AREAS OF USE:
• In conjunction with temporary rock silt checks and other devices used in
drainage ditches.
DESIGN CRITERIA:
• Width - variable
• Length - 2 times width
• Depth - 2 ft. minimum storage - 1800 cubic feet/acre (equals L x W x D)
VI-12 March, 1993

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VI-13 March, 1993
TEMPORARY ROCK SILT CHECK TYPE-B:

A temporary rock silt check type-B (also called check dam) is a small dam with a
weir used to reduce gullying in drainage ditches that are to be filled or
permanently stabilized at a later date. These type-B rock silt checks help reduce
the flow velocity and are generally made of class-B stone. They are used in ditches
during construction where the grade meets and/or exceeds 3%.
AREAS OF USE:
In channels, roadside ditch outlets, temporary silt ditches, and temporary
diversions.
In conjunction with type-B silt basins.
DESIGN CRITERIA:
Center of rock silt check shall be at least 1
(top of channel sides)
The spacing (ft.) = (3 / % of ditch grade) X
foot lower than the outer edges
100 ft.
VI-16 March, 1993
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VI-17 March, 1993
f R4, RM
OCK SILT SCREEN:
A rock silt screen is a low-level dam structure to be used in streams below culvert
sites. Rock silt screens shall be used to trap sediment transported by running water
and shall be placed in the stream below the construction site within the right-of-
way or easement boundary. The rock silt screen utilizes class B stone lined with #5
or #57 stone to produce a ripple-effect in the stream to settle the larger sediment
particles transported in the stream from the construction site. The trapped sediment
shall be cleaned out before the device is removed from the stream.
AREAS OF USE:
• In live streams below construction sites where construction occurs in or
adjacent to the stream.
• In live streams below a culvert construction site.
• Where it can be cleaned before it is removed from stream.
DESIGN CRITERIA:
• Structural stone - class B stone
• Sediment control stone - # 5 or # 57 stone
• Dam height - 1.5 ft. minimum and 3 ft. maximum ( shall not be higher than
1 ft. above normal flow of stream)
VI-24 March, 1993

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PHOTOREVISEO 19911
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Copyright (C) 1997,
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NCDOT - SR 1342 Pavin
Project Number 00 0210
Recvd From DOT
Received Date 2/7/00 Recvd By Region 2/21/2000
Project Type crossing
`Certificates
Permit Wetland
Type Type
Wetland Wetland
Impact Score
Stream
Stream Class
Index Prim. Supp.
County Clay
County2
Region Asheville
\J tD i?
Acres
Basin Req.
Feet
Req.
??- O Y O N ? 1-5-4 ??- 40,501.
Mitigation Wetland
MitigationType Type Acres Feet

JN`?
?I
?w

Is Wetland Rating Sheet Attached? Q Y (9 N Did you request more info? pQ Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y O N
Recommendation: Q Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) 350211 Longitude (ddmmss) 833858
Comments:
cc: Regional Office
Central Office Page Number 1
Facility Name NCDOT - SR 1342 Paving County Clay
Project Number 00 0210 Regional Contact: Kerry S. Becker
Date: 3/27/2000
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2
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
fflz'Mx;W'A
IT 0 0
A&4.1 2
woom
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
2000
DWQ Project #
County
CERTIFIED MAIL-RETURN RECEIPT REQUESTED
Dear Mr.
The Division of Water Quality has reviewed your plans for the discharge of fill material into
acres of wetlands and _ linear feet of streams located at in County for
as described in your application dated Insufficient evidence is present in our
files to conclude that your project must be built as planned in waters and/or wetlands in accordance with
15A NCAC 2H.0506. Therefore, unless modifications of the proposal are made as described below, we
will have to move toward denial of your 401 Certification as required by 15A NCAC 2H .0507(e) and will
place this project on hold as incompleted until we receive this additional information, we are requesting (by
copy of this letter) that the U.S. Army Corps of Engineers place your project on administrative hold.
Please provide us with information supporting your position that states your project must be
constructed as planned and that you have no practicable alternative to placing fill in these waters and/or
wetlands. Specifically can you ? Any
documentation such as maps and narrative that you can supply to address alternative designs for your
project may be helpful in our review of your 401 Certification. Also this project will require compensatory
mitigation as described in 15A NCAC 2H .0506(h). Your mitigation proposal is insufficient because
Please respond within three weeks of the date of this letter by sending a copy of this information to
me and one copy to Regional Office at
If we do not hear from you in three weeks, we will assume that you
no longer want to pursue this project and we will consider the project as withdrawn. I can be reached at
919-733-9646 if you have any questions.
Sincerely,
John R. Dorney
cc: DWQ Regional Office
Central Files
File Copy
my
Field Office Corps of Engineers
Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27669-1621
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper
03/29/2000 12:36
r?
NCDENR
DIVISION OF WATER QUALITY
AsmEVILLE RCGIONAL OFFICE
WATER QUALITY BRCTION
JAMrB 9. HUNT JR,
GQV4RNOR
WILL HOLMAN
SECRETARY
PAGE 01
NORTH CAROLINA DEPARTMENT OF
ENVIRONMQNT AND NATURAL RESOURCES
March 29, 2000
MEMORANDUM
"KTI 7 9 rieveNs
DIRECTOR TO Cynthia Vanderwiele
FROM: Kerry S. Becker
SUBJECT: TI?Dd.T Project: 00.-:0210
On March 22, 2000, I met with Brian Burch and Terry Woody of
the DOT to review the paving project on:NCSR 134,2 in Gkap
untr. Trent Anderson, the DOT Maintenance Engineer that
originally filled out the application, f 4116d to. include irO
P:appl.icatlon the number°lof feet of streamttaken up by
extending other culverts on the main branch. I have asked
Mr. Burch to provide this information. I am certain that
more than 150 feet of stream will be affected if these other
culvert extensions are taken into consideration.
Also, I asked Mr. Burch v tAter 'or hot it-was ixnperative?,
P road hazard-,, heavy traffic usatge, to straighten the V
,Tgad?. The curve is not sharp but rather a long sweep and
according to Mr. Burch and Mr. Woody maybe fifty cars a day
use this road. Their problem lay in obtaining the right of
way. A property owner gave a right of way at the lower end
of his property. it was to his benefit to relocate the road
there since the current road divides his property. By
relocating the road, his property is united into one large
tract.
T have asked Mr. Burch and Mr. Woody to speak with the
property owner concerning the problem they are encountering
with the stream crossing. They are of the opinion that he
really wants the road to be paved. It is my hope that he
wants it paved more than uniting his property and will grant
FrRSr
INTLRONANCR MUILOIN4. 50 WOOOMIN PLACC, As"9VILLt, NORYN GAROLIIIA 28801.2414
PNeNaA2a-201-8108 FAxez&-133-o45z
AN EgUAL OPPORTUNITY / AP/IRyATIVR AlTION RMPLOVRR . 50% R14eVc"0110% Pe*T.C4N2UNzR rASrR
U..
03/29/2000 12:36 4 PAGE 02
Cynthia Vanderwiele
March 29, 2000
rage Two
enough right of way to allow the DOT to di tine=aarn
present loeati--one
not1 ass1ble<=Rnd if the 150 feet maximum cannot
be achieved, the DOT will need to, guide stragm itigationr
This project is to be placed on hold until all the issues
have been resolved. I am sending a written notice to Brian
Burch regarding our concerns.

JAMEs B. HUNT JR.
GOVERNOR
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
January 6, 2000
CLAY COUNTY
SR 1342
Mr. Bob Johnson
US Army Corps of Engineers
Reg. Field Office
151 Patton Avenue
Room 143
Asheville, N. C. 28801-5006
Dear Mr. Johnson:
YMENT
EIVED
10
DAVID MCCOY
SECRETARY

The North Carolina Department of Transportation is proposing to widen and pave
SR 1342, Penland Road, in Clay County to conform to our current secondary road
standards. A new horizontal and vertical alignment is proposed across Lynch Branch
(DEM Class C) instead of following the existing alignment of Penland Road near Survey
Station 34 + 15. This is illustrated on the attached Shooting Creek Quadrangle and the
erosion control site plan. In order to accomplish this, 150 linear feet of 58" x 36"
corrugated steel pipe arch will need to be installed at the Lynch Branch crossing. Due to
the nature of our proposed work, we are requesting authorization to proceed under
Section 404 of the Clean Water Act.
We intend to exercise every reasonable precaution to protect the environment on
this project. I am sending a straight-line diagram, with the proposed erosion control
measures, stream, stream bank, and construction limits at the site where we will be in
conflict with the stream. In addition, I am sending a typical section of the road, a cross-
section at the stream crossing, general notes and standards on erosion control measures,
and a marked map. We propose to install the new culvert slightly below the existing
streambed elevations where bedrock is not encountered to minimize impacts to wildlife
habitats and allow the existing steam gradients to remain as unchanged as is physically
possible.
Andrews District Office
P. O. Box 1551, Andrews, N. C. 28901
Phone: [phone] Fax: [phone]
Mr. Bob Johnson
Page 2
January 6, 2000
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 rock silt 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.
By copy of this letter I am asking Mr. Mark Davis, North Carolina Wildlife
Resources Commission (NCWRC) Western Mountain Region Coordinator, to comment
directly to you concerning this 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 Division of Water Quality in the amount of $475.00 is attached to
this application in accordance with the Category C - Water Quality Certification - Major
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,
Alo
sW. T. County Maintenance Engineer
WTA/rr
Attachments
cc: Mr. Richard Phillips, P. E., Regional Engineer, DENR
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. Mark Davis, NCWRC
Mr. F. D. Martin, P. E., Division Engineer
Mr. T. A. Woody, Transportation Supervisor III,
i
DEM ID: CORPS ACTION ID: i
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): 1
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: HO( t\ u(01;no,_ ) ef actrneA 4 -ranspof-4cL4i6n.-
2. MAILING ADDRESS: P.C. s O x. I s 5 i
SUBDIVISION NAME:
CITY: And(ewS STATE: Nc, ZIP CODE: 28901
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
SR 1342 ) iDenlanct Roocl SkOA-0.11 creek Qbmmuni-1;-, -clay Co.
3. TELEPHONE NUMBER (HOME) : (WORK) : 0828) '321-4 105
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
W•-Focn. Anderson, N unlti MQinteaarice? E n q 1heer
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR OUNTY•AERIAL PHOTOGRAPHY WITH SCALE): NEAREST TOWN OR CITY:
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SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.) : SR 1342 , pen land ROQc(
6. IMPACTED OR NEAREST STREAM/RIVER:- C B TQ YIG?
RIVER BASIN: ri Gt W QSSee, R l'ver
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES [ ] NO ><L IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO DQ
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?
A
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [>4 IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO D4 IF YES, DESCRIBE ANTICIPATED WORK:
- ?XisL
9a. ESTIMATED TOTAL NUMBER?OF ACRES IN TRACT OF LAND: 4, . 47 Acy'eS(lmlvde5
9b. ESTIMATED TOTAL NUMBER OF ACRES-OF WETLANDS LOCATED ON_PROJECT.SITE:
2
I
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING:
FLOODING:
DRAINAGE:
EXCAVATION:
OTHER:
TOTAL ACRES TO BE IMPACTED:
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: FT AFTER: - 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?
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY):
L.y grarck ( DE M Class L' r,nv54 b.e- erosse w here rdac-
i S -? a lo'- r e. t o catlco , 71" i \,-i 0 t r e u; ( e_ n 4 0, , V% 11
150 ?;vieade-ej 56" X 3C" G0cru1C-+ed. Sgeet ripe aoc-k-
13. PURPOSE OF PROPOSED WORK: y W I d2r? `CL nc? - pGl ve ...5 R - 1 3 4 2
In aCGO(-dctn Ge, v1 i eS-? ?? isl?eo? t\lcl)or?:-s Cleo
3
14. STATE REASONS
OUT IN WETLANDS.
IMPACTS):
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: (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:
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES K NO [] (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 K
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [ ] NO [ ]
IF ANSWER TO 17b IS.YES, THEN-SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE,.TO.DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY-ACT:-
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS`SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES.STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
(INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
4
I I
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 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? /I
RsidevL46o,( t Aa f Gkl ?ulrgl, CLYJ W061 [anl
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
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'S
?c?.???ary . Co , 2 Od0
DATE
(AGENT'S SIGNATURE'VALID.ONLY-
IF AUTHORIZATION"LETTER FROM
THE OWNER IS PROVIDED (18g.))
5

LOCA-riotq MAC
CLAY COUNTY
NORTH CAROLINA
tr
COETNW['Y: cZ..AY
ROAD NAME: PENLAND RD. ROAD NO. SR- 1342
WORK ORDER NO. 6.922072
FROM. STA. 0+00 CL OF SR- 1168
TO: STA. 39+00 END OF PROJECT
ADDITION: YES NO x
IMPROVEMENT.
TO BE PAVED: YES x NO
GUY WIRES
POWER POLES TO MOVE: 1 [YES X ?NO
CABLE BOXES GUY WIRES
TELEPHONE POLES TO MOVE: YES FNo x
RIGHT OF WA Y.- x 50'
RIGHT OF WAY.•
.45'
SCALE. 1 " = 50' 1 L- -r
60'
DATE. 09-18-98
i
i
1112. 1 slope I
or flatter I
C L
I
I
I 90
6'
SHLD.
..-._._._._._._._....L.-._._._._.
i
1:1 slope
or flatter
SHLD.
i I I DITCH i
-----------
J
' J
A
510
DAVID & SHARON FALCONER RIW
2500 BROWNING ST. LL
SARASOTA, FL. 34237 ,.so 4 ,5
(3) 1
TERRY L. MILLER
1 1055 79 south
ST. PETERSBURG, FL.

CHECK DAMS SPACED ,
- I
- 4.00 33707
AS REQUIRED (2)
3,50 I 3,50 PL

_ 3-00 V I 3-00
NOTE: REDUCE R/W TO 18' _ - 1 -zi
FROM STA. 2+25 to - I r
STA. 3+50 FOR _ - _ I
GRAVE YARD - -

_ 2-50 - I
$10 Z-SQ _
Riw

-
r NOTE: REDUCE R/W TO
2'00 -
- Z'0° 20' FROM STA. 1+25
I N
- to STA. 3+00 for
BETHEL METHODIST CHURCH I GRAVE YARD
(1) I _ .-

CHECK DAMS SPACED I- (1)
AS RE UI ? ?

E a
1-00
' 1-00
I
SILT BASIN TYPE B
I

8' X 3' X
2'
0-5
0
-
-
0#50
I SILT .BASIN TYPE B
1 8 ' X 3' X 1 2'
REPLACE W/ NEW - t? ,.
18" Ct ? \

Of00 1 Of00

510.
RIW
5-50 - -1-
l
I
CHECK DAMS SPACED I
AS REQUIREDT%
9.00
? I
CHARLES T. & KATHRYN S. SMITH I
177 BOB PENLAND RD.-- 6.50
HAYESVILLE, NC 28904
(5)

6.00
V I
I
I- .
I U-
c!)
SILT BASIN TYPE B
-- I
i
b' X3' X
2' rj I

7+45 s
-
`
-5

- 'j, v
RT-lv
-
SILT BASIN TYPE B ® I
8' X 3' X 2' I

)•00 I
_
U

I F-
A
I
6+50
(3)

CHECK DAMS SPACED A I
AS REQUIRED 6+00

. i
- t

5*50
• 1
I
I
510•
-- -Riw --
s+v I
(6)

6.00
7-50
REPLACE W/ 48" CMP
7400 JAMES H. & VELMA GRANT
RT 1 BOX 390
CRESENT CITY, FL. 32112
(4)
6+25
(2)
sfoo
PL
PL
(:AKL 15. YAK&LK
C/0 WANDA COOK I
420 BOB PENLAND RD. , 510'
HAYESVILLE, NC 28904 RIW
(7) .14+50 14450 .

14+30
A
'4

•
I
I
I
- - - - - 17.50 - _ 13450 - - NOTE • REDUCE R/W TO
201. FROM STA.
I
12+50 to
15+70
CHECK DAMS SPACED

AS REQUIRED
v I

I
17+00 I
- I- 17+00
(5) V I JAMES & KATHRYN THOMPSON

I 1697 EDITH ESPANDE
`?+SO -
_ 12+SO CAPE CORAL, FL. 33904
RIW
I (6)
12+00 v _ I 12-00

SILT BASIN TYPE B I
I
61 X 31 X 2'
I
11+50 11.50

REPLACE W/ NEW I
1811 CMP - L-
I.
11+00 v 11+00

CHECK DAMS SPACE
< i
AS REQUIRED
10#50
i 10.50 .
V I
. R
w
ZOf-O ' ( ZO +OO

.'L
' SIL
T BASIN TYPE B

8' X 3' X 21
? '
s to'--
REPLACE W/ 4811 CMP

3¢11 LL-
® 19+50
i

19+00 I
I
- 1-
19+00
A 1
CHECK DAMS SPACED 1
AS RE UIRED
16.50 - 1 - 16+50

' '00 I
- 1-
10400

ANNA DEAN ANDERSON
I C/O MAUDINE HOGSED

A 1 440JACKIE COVE RD.
I HAYESVILLE, NC 28904
(8) 1 (8)
17+50 _ I 17+50
510'
` Rlw

17+oo
A I
- 1
i
17+00

16+50 I

I
16+50
? i
16+00 I 16400 REPLACE w/ 48" CMP
3?TM
15+70* ® 15+70
.

SILT BASIN TYPE B

61 X 31 X 21

NOTE. REDUCE R/W
15+50 I

I
15+50
(7) TO'20' FROM I (6)
STA. 14+30 to
STA. 15+70 . 510'
RIW
A
ZS{-00 i ZB t00
t
CHECK DAMS SPACED
AS REQUIRED
(8)

i 510' <
-
RIW
i
'
-
1 21.50
4-
00
2 ?
. _ .)
I 24+00

29.50 I
I
I
- I-

29150
I
29-00

22.50 _ I._ 22 LLL30. +45
5 10'

RIW \
+
22+00 22-00

? I
I
21150
- 1 2x•50

i 4
21100 I
- I 21+00
? I

20.50 _ I 20150
I 20+30
510'
1 W..
R ...
I ?
201.0.0 , I 20
WILLIAM P. & BRENDA G. CORMACK
1410 ANGELA ST.
KEY WEST, FL. 33040
(10)'
P
DONALD & WANDA COOK
410 BOB PENLAND RD.
HAYESVILLE, NC 28904
(9)
NOTE: 3 BOARD FENCE TO BE MOVED
OFF R/WOFFROWISTA. 20+40
TO 22+25
PI
100 (8)
• IREPLACE W/ 36" CMP - L-- .
5 0'
Ri W
I
SILT-BASIN TYPE B LL-
81 X 3' X 2' 29.50 U') 29,50
CARL & JEANETTE PARKER
C/o CLINE PARKER.
287BOB PENLAND RD.
HAYESVILLE, NC 28904
(11)
CHECK DAMS SPACED
AS REOUTRFn
(8)
i ? .
29.00 1
I
i

28.50 i
1
_
I
I

.
28.00 I
i
I_
I

27.50 I
_ i
510'
/ Rlw

27.00
. i

i

26 I
1
- I
O
i
I
28,00 1
- I
i
25450
- I-
I
1
•
/ 5
0

2Sf0O ® I
•50
•00
77.00
28.50
28400
2Sf-OO

(10

I
o -
- n slo ?-
R l W,-,-
34+50 I 34450
SILT BASIN TYPE B
12' X 3' X 1
SITE 1
(12)
I SILT BASIN TYPE B
I 12' X 3' X 21'
- I
® i
? 00 1 3 AnD _5$_!!.:X .36" ARCii
33#50
I- 33450
i
LL
I
Lf)
V
M.
I
37+00 37W0
. _
i

32.50 I
I
32.50

32+25
I

32-00 I
-I 32.00

V-50 I

I
31#50
(11) I MARY CLYDE BECK
5070 OLD HWY 64 E.
i HAYESVILLE, NC 28904
(12)
CHECK DAMS SPACED
AS REQUIRED
SILT BASIN TYPE B
8' X 3' X 2"
3l4M 31+00
? i
A30+50 30450
? I
RIW 1-
30? ? _ I - 3?f•00

\ MAGNETIC
NORTH

CHECK DAMS
SPACED AS REQUIRED `?t]

\
TEMPORARY ROCK SILT
1
Y
CHECK TYPE-B
? /

EXISTING 16' GRAVEL i / NE N r
STA 34+15
ROAD / / ?•

/ SILT BASIN I-3

N
1 30" CMPI TYPE B

\- ??-

\ \
• `
' SILT BASIN
TYPE B
3' BRANCH
-- `' 12' x 31 x 21

150' x 58" x35" ?`
v ?•?'' •"?
?'
y ROCK SILT
ARCH PIPE ``- - SCREEN
SILT BASIN \

TYPE B 121 x3'x ' TEMP SILT FENCE
N
AND ROCK BERM

II 1% GRADE
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L
t
E.O.P.
CHECK DAMS SPACED
AS REQUIRED
RUTH ANDERSON
2738 GOOD RD.
CLOVER, SC 29710
(14)
&
MARY CLYDE BECK
(12)
(12)
1 ?'
.
Rlw
39-50 3
I 9.50 .
I E.O.P.
39.00 _ 39400
A I

I
1
38.50
A
- i- Z IA
i 38.50.
38+00 I ` 38-00
1 JAMIE & BRENDA ANDERSON
i 784 BOB PENLAND RD.
1 HAYESVILLE, NC 28904
I (13)
. I S
37.50 _ 37.50
510'
RIW ,
I

37+00
V I
I -
37.00
-i
I
4

38.50 1
I
-

38450
36+35 36+35

38+00 _ I 38+00
? I
to
H 1
I (12)
D
i cn
35+50 _ 1 ~ 35450

. i
510• :
RIW
i
35{-00 38f0O
?r

I ECDS-SM. EROSION CONTROL
DETAILS & SPECIFICATIONS
STD. NO. I DESCRIPTION: SYMBOL: JPG. NO.
245.03 TEMP. SILT DITCH TSD

245.05
TEMPORARY _ _ _ r
DIVERSION
- - - - - - - - - - -? TD
- - - - - - - - - - - - - -
893.01 TEMP.SILT FENCE L V1_6
- - - - - - - - - - - - - - - - - - - - - - - -
890.05 TEMP. SLOPE DRAIN
WITH EARTH BERM
245.02 - _ - - - - - - - ._ - - - - - - -
SILT BASIN
x_12
C
TYPE-B
895.10 TEMP. ROCK SILT CHECK , , , , V1-16
TYPE-B
-- - - - - - - - - - - - - - - - - - - - - - - - - -
892.02 TEMPORARY V1-20
ROCK SEDIMENT DAM :D!
TYPE-B
- - - - - - - - -
897.01 ROCK PIPE INLET VI-22
PROTECTION
--------------------- V -
894.01
ROCK SILT SCREEN
-- - - - - - - - - - - - - - - - - - - - - - - - - - -

EROSION CONTROL
DETAILS AND
SPECIFICATIONS
Std, # Description Symbol Page
245.03 Temporary Silt Ditch VI.2
245.05 Temporary Diversion VI 4
893.01 .............................
Temporary Silt Fence ,--.- -T D
890.05 Temporary Slope Drain with Earth Berm
. ?- < - V1-8
245.01 Silt Basin Type A
..........
....................... -E) I
--------- VI 10
245.02 Silt Basin Type B ................................... -- - VI 12
892.04 Temporary Rock Silt Check Type-A _.__.___ ---------- - VI - 14
895.10 Temporary Rock Silt Check Type-B _ 16
892.01 Temporary Rock Sediment Dam Type-A ............ VI 18
892.02 Temporary Rock Sediment Dam Type-B •_. ___ _ VI - 20
897.01 Rock Pipe Inlet Protection ..................... .... _ 4 ° A __ _ VI 22
894.01 Rock Silt Screen .........................................
3 VI - 24
245.04 Stilling Basin ........................................ . v:q
VI - 26
Rock Inlet Protection:
896.01 Type A .. A 0-- OR --A) ----- VI - 30
896.02 Type B ............................... B 11 -- OR -- B )) ----- VI - 32
896.03 Type C ..............................• C E3--OR .-C) ---- VI - 34
VI-1 March, 1993
TEMPORARY SILT DITCH:
TSD
A temporary silt ditch shall be used in place of silt fence in many situations.
Temporary silt ditches shall be used at the toe of fill slopes to divert runoff into
sediment basins, temporary rock sediment dams, temporary rock silt checks and/or
other sedimentation control measures. Temporary silt ditches are approximately 1
ft. deep, 2:1 side slopes with an optional earth berm.
AREAS OF USE:
• Toe of fill slopes where fill exceeds 3 ft in vertical height.
• Along streams to intercept flow and/or divert to a controlled outlet.
VI-2 March, 1993
Y

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VI-3 March, 1993
TEMPORARY SILT FENCE:
A temporary silt fence is commonly used at the toe of a fill section to prevent off-
site sedimentation. It is made of permeable filter fabric buried at the bottom,
stretched and supported by steel posts. The silt fence reduces the water flow while
retaining the sediment. They may also be used to divert water flow to protected
outlets. Silt fences need to be checked after each significant rainfall to ensure there
effectiveness. They must be maintained on a regular basis. Silt fences shall not be
installed across streams, ditches, or waterways.
AREAS OF USE:
At toe of fill sections where sediment runoff can be stored and contained
inside the project limits.
DESIGN CRITERIA:
Material With Wire Without Wire
Fabric Type 3 Class A Type 3 Class B
Steel posts length 5 ft 5 ft.
Post spacing 10 ft. 6 ft. maximum
VI-6 March, 1993
iWi-
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VI-7 March, 1993
a r
SILT BASIN TYPE-B:

A silt basin type-B is a temporary basin built to collect sediment flowing through a
drainage way. The silt basin is built at the base of the ditch with its length being at
least 2 times the width of the basin. The type-B silt basin is generally built in
conjunction with temporary rock silt checks and other devices that control or slow
down water flow. This device must be monitored closely and cleaned out on a
regular basis until grass is established along. the ditch line and sedimentation is no
longer a problem.
AREAS OF USE:
• In conjunction with temporary rock silt checks and other devices used in
drainage ditches.
DESIGN CRITERIA:
• Width - variable
• Length - 2 times width
• Depth - 2 ft. minimum storage - 1800 cubic feet/acre (equals L x W x D)
VI-12 March, 1993
I
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,. 7
11 TEMPORARY ROCK SILT CHECK TYPE-B:

A temporary rock silt check type-B (also called check dam) is a small dam with a
weir used to reduce gullying in drainage ditches that are to be filled or
permanently stabilized at a later date. These type-B rock silt checks help reduce
the flow velocity and are generally made of class-B stone. They are used in ditches
during construction where the grade meets and/or exceeds 3%.
AREAS OF USE:
• In channels, roadside ditch outlets, temporary silt ditches, and temporary
diversions.
• In conjunction with type-B silt basins.
DESIGN CRITERIA:
• Center of rock silt check shall be at least 1
(top of channel sides)
• The spacing (ft.) _ (3 / % of ditch grade) X
foot lower than the outer edges
100 ft.
VI-16 March, 1993
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ROCK SILT SCREEN:

A rock silt screen is a low-level dam structure to be used in streams below culvert
sites. Rock silt screens shall be used to trap sediment transported by running water
and shall be placed in the stream below the construction site within the right-of-
way or easement boundary. The rock silt screen utilizes class B stone lined with #5
or #57 stone to produce a ripple-effect in the stream to settle the larger sediment
particles transported in the stream from the construction site. The trapped sediment
shall be cleaned out before the device is removed from the stream.
AREAS OF USE:
• In live streams below construction sites where construction occurs in or
adjacent to the stream.
• In live streams below a culvert construction site.
• Where it can be cleaned before it is removed from stream.
DESIGN CRITERIA:
• Structural stone - class B stone
• Sediment control stone - # 5 or # 57 stone
• Dam height - 1.5 ft. minimum and 3 ft. maximum ( shall not be higher than
1 ft. above normal flow of stream)
VI-24 March, 1993

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