19990271 Ver 1_Complete File_19990325

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
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NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
May 21, 1999
Macon County
DWQ Project # 990271
APPROVAL of 401 Water Quality Certification
Mr. W.T. Anderson
County Maintenance Engineer
N.C. DOT
P.O. Box 1551
Andrews N.C. 28901
Dear Mr. Anderson:
You have our approval, in accordance with the attached conditions, to place fill material in 225 Linear feet of
streams for the purpose of widening and paving SRI 375, as you described in your application dated 1 March, 1999. After
reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3108.
This Certification allows you to use Nationwide Permit Number 26 when the Corps of Engineers issues it. In addition,
you should get any other federal, state or local permits before you go ahead with your project including (but not limited to)
Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this
approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General
Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us and send us a new application. If the property is sold, the new owner must be given a copy of
this Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for
this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC
2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification. This
approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General
Certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must
act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh,
N C ~2a-7447. This certification and its conditions are final and binding unless you ask for a hearing.
4-h1 letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
havtty quStions, please telephone John Domey at 919-733-1786.
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PrrTvers
Attachmenrjg `
cc: Wtlmirton District Corps of Engineers
Corgis of Engineers Asheville Field Office
Ashevillg DWQ Regional Office
Mr. John Ii'rney
Central Fill + 990271.1tr
Division of Water Quality - Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd, Raleigh, NC 27607 Telephone [phone] FAX # [phone]
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STATE OF NORTH CAROLINA
DEPARTMENT OF TkANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
March 1, 1999
MACON COUNTY
SR 1375
Mr. Bob Johnson
US Army Corps of Engineers
Reg. Field Office
151 Patton Avenue
Room 143
Asheville, N. C. 28801-5006
Dear Mr. Johnson:
E. NoRRis TOLSON
SECRETARY
The North Carolina Department of Transportation is proposing to widen and pave
SR 1375, Boga Memory Lane, in Macon County to conform to our current secondary
road standards. To construct this project, it will be necessary to extend a 72-inch
corrugated steel pipe culvert located on Camp Branch (DEM Class C, Trout Water) and
relocate 225 feet of stream channel which is a small unnamed tributary to Camp Branch.
Due to the nature of our proposed work, we are requesting authorization under Section
404 of the Clean Water Act.
We"intend to exercise every reasonable precaution to protect the environmental
integrity of these valuable natural resources. The channel change will be constructed
before stream flow is permanently diverted. By doing this under dry conditions, the
downstream movement of silt will be greatly minimized thereby protecting Camp Branch
as much as possible from the effects of our construction work.
I am sending a straight-line diagram, with the proposed erosion control, stream,
stream bank, and construction limits at various sites along the project where we will be in
conflict with the streams. In addition, I am sending a typical section of the road, cross-
sections, drawings for pipe culvert extensions, 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 steam gradients to remain as
unchanged as is physically possible.
Andrews District Office
Phone: [phone] P. 0. Box 1551, Andrews, N. C. 28901 Fax: [phone]
Mr. Bob Johnson
Page 2
March 1, 1999
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 and channel change 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.
A request will be made for a temporary encroachment in the Trout Water Buffer
Zone of the unnamed tributary to Camp Branch on this project and I am asking Mr. Davis
and Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT) to comment directly
to me concerning the Trout Water Buffer Zone Encroachment.
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 $200.00 is attached to
this application in accordance 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,
2.
W. T. Anderson
County Maintenance Engineer
WTA/rr
Attachments
- cc: Mr. Richard Phillips, P. E., Regional Engineer, DEHNR
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. Mark Davis, NCWRC
Mr. Wayne H. Lynch, Transportation Supervisor III, NCDOT
i
DEM ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #):
21(o
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: Mor-Lk Ca(ollna. Departa-kent Al T??hSpo????to?.
P. O ?dx' IS 5; l
2. MAILING ADDRESS:
SUBDIVISION NAME:
CITY: ^
?r,dr2wS STATE: m C ZIP CODE: 28`[O I
PROJECT LOCATION ADDRES S, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING
SR ADDRESS ABOVE):
13-7 S
Qo
Me moc
Lk
Nortahala &-Amun&, (Macon
Lane
9
, - . }
y
3. TELEPHONE NUMBER (HOME) : (WORK) : 1828 ?21 4 I bS
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: n 1 nn
\/, I Tri- n ?" A nAe< son_ Loun1y Mal nt.evonce- E r?q i nee(-
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE): TO tOn KC,
COUNTY: M ac0r't NEAREST TOWN OR CITY:
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SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.): SFZ IS-7S I ppUg0. Memo r l L - v e_
6. IMPACTED OR NEAREST STREAM/RIVER: Camp- s,ronck
RIVER BASIN: L i L, l e; 7-eyi n eSSe.e. R i v e 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 DQ NO [ J IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ J NO p<?.
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP1 DESIGNATION?
N/A
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ J NO bG] 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 [ J NO K IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 1. 7 A, (L
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
2

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: Z S FT AFTER: 2 FT

WIDTH BEFORE (based on normal high water contours): 2 ' 3 FT
WIDTH AFTER: 2 ' FT

AVERAGE DEPTH BEFORE: FT AFTER: FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: V 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):
A small lannameo? {ri?u ?oru '?o ear??p Brah??. h2e?S b?-
fe-10C A'ed to +-?e mo (tL o ? road c ue 4D eke r)co x irn1-L o
a resiJer,c
i dpn!!21 aYNA e2vlylq ??e, road ?o Cvc(evA syo'j'0rdS.
Qh eX 5t,? CuWerT oy\ O-Om grcrc,? 1S tD Le ex-644- z.U-tee?t.
13. PURPOSE OF PROPOSED WORK: -?O y.44er,, Gz 1-,c? 12Oye SR X3`75
IVA 0-Ccb4onc2. Vj Ak eStablisk4 N.CDb l Secor\AOrN
Roar,Q Star?.ords,
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. RDATE
ESPONSES
CONTACTED: (ATTACH
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 [] NO K (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
POLICY ACT?
YES [] NO [ ]
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [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].
WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
(INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
4
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 MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
ResJ,evtUat ar.A ?t.gricul?,u<a?.
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.
0 --F,
OWNER'S/AGENT S y GNATURE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
Mare
DATE
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MACON COUNTY
NORTH CAROLINA
IVIcAkIll V. ?L
CO 1Vl1.C4:>m
ROAD NAME: BOCA MEMORY LANE. ROAD NO. SR-1375
WORK ORDER NO. 6.972122
FROM BEG.' STA LT. OF SR- 1414 AT UNION HILL BAPTIST CHURCH
TO: 18+48 E . O. P .
ADDITION: _ EED.=?No x
IMPROVEMENT.
TO BE PAVED: YES x NO
GUY WIRES
POWER POLES TO MOVE: 1 YES 1 NO
CABLE BOXES GUY WIRES
TELEPHONE POLES TO MOVE: YES N O x
RIGHT OF WAY: 50'
RIGHT OF WAY.
I x 45'
SCALE: lit = 50' 60'
DATE: 3-10-98
i
I
1 112: 1 slope I
or flatter
CI L
9' 1 9'
6' I
SHLD.
1:1 slope
or flatter
I SHLD.
DITCH '
=-/ ------ i -------- - -----------L.._..------y------1---J
PIPES.XLS
PIPS
PROJECT NO. SR-1375 FLOW BOGA MEMORY LANE
STATION SIZE LT. RT. REMARKS
3+50 EXIST. 72" ADD TO INLET END OF EXIST. PIPE
6+50 EXIST. 15" REPLACE WITH NEW 18" CMP.
7+85 EXIST. 24" REPLACE WITH NEW 36" CMP.
13+90 EXIST. 15" -Im REPLACE WITH NEW 18" CMP.
16+50 NO PIPE ADD 18" CMP.

SILT BASIN TYPE B (IOAx3'x 21)
b+VV I ? - ?rVv
I
415'
4.50 1 -+- 4+50
I
® t
I•
OSCAR A. MORGAN SILT FENCE
I
STAR ROUTE BOX 338 CHECK DAMS 4.00 4.00
TOPTON, N.C. 28781
(4) 1

ADD TO INLET END OF 72" CMP 1-?
SILT BASIN TYPE B (10'x 3'x 2') -
I CHECK DAMS
NORMA ZELMA MAY MORGAN DAVIS
3109 WILMA AVENUE
HIGH POINT, N.C. 27260
(1)
® I,
I NOTE: BEGIN CHANNEL CHANCE STA.
ti 3+60
1 ?
72" I CMP
3.00 7+00
I j
I 1
I f
2+50 I T 2.50
RI W
)o i
1+00 1+00
I
CHECK DAMS
i
I
i
CORA MORGAN
7709 SAMET DRIVE
HIGH POINT, N.C. 27260
(5)
HAROLD & MARIE MORGAN
3813 KLVETT DRIVE
JAMESTOWN,'N.C. 27282
\ (3)
SILT FENCE
SILT BASIN TYPE B (8'x-31'x-2')
2.00
-i
I 2+00

+50
I
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A
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So
® ( 0+65
o+5a 1 _ ®0.50
1
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Ot00 1 0x-00
PL
UNION HILL BAPTIST CHURCH
GENERAL DELIVERY
TOPTON, N.C. 28781
(2)
` • • - ` ZOf00 =- 1- ZOt00
' I
415
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9.50 v 9+50
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1
(5) (5)
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- I-
I ?-1SILT BASIN TYPE B (8'x 3'x 21)
8-00 _
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'L 7+85I? 785 --- - - - ---- - ---
J
24" I CMP REPLACE W/36" CMP
7.50 I 7+50
CIS,
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7.00 I i I
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SILT FENCE
500 I 6.60
'^'a o
15, I CMP
1 REPLACE W/18" CMP
(4) I
6400 ®- I- 6+00
i
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I
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REPLACE W/ 18" CMP
(5)
I CHECK DAMS I
SILT BASIN TYPE B (8'x 3'x 21)
REPLACE W/18" CMP
415• ?
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415'
--R I W-----/
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- I-
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18.00 ® 18+00
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18'1 _ I CMP
' -._ 4 I ' 1504- AllD 1811 CMP
16.00 1_ ® 16+00 - -_ i
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15+50 ® 15.50
(5) (5)
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-RI W_. -?
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SITE # 1

OLD
CL

ROCK SILT SCREEN
?,
24'

oC

SILT BASIN

TYPE B ..y
12'x 3'x 2'

G?

CHECK DAMS SPACED
AS REQUIRED

NEW
CL
rv

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x 72" ADD 201 STA. 3+50
NORTH
MACS '?

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'
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---, ? ?/?

SILT BASIN

TYPE B
R 12'x 3'x 2'

0
SILT FENCE

& ROCK BERM
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STA.5+75 BEGIN STA. 5+75 FOR
?< KROPOSED CHANNEL CHANGE
I '
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EXIST. - r
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©??! STD. 894.01 - ROCK SILT SCREEN
TO M -REMOVED AFTER PROJECT IS STABILIZED )
CHANNEL DETAILS
TOE OF ROADWAY FILL LOCATION OF TEMP. SILT
/ FENCE
(ENTIRE LENGTH OF CHANNEL)
12 1
ROADWAY
FILL SLOPE
2 1
BENCH
2'
BASE
VEGATATIVE COVER
ON SIDE SLOPES
1. "NEW " CHANNEL TO BE CONSTRUCTED AND STABILIZED BEFORE STREAM
IS DIVERTED.
2. VEGATATIVE COVER TO BE USED TO STABILIZE AND PROTECT CHANNEL
SIDE SLOPES.

ECDS-STR.
ISTD. NO. I DESCRIPTION:
EROSION CONTROL
I)ETAILS & SPECIFICATIONS
SYMBOL:
PG. NO.
245.03 TEMP. SILT DI'T'CH TSD VI-`L
- - - - - - - - - - - - - - - - r - -
245.05 TEMPORARY
DIVERSION -? TD
-- - - - - - - - - - - - - - - - - - - - - - - - - - --
893.01 TEMP.SILT FEN(',; I VI-G
-- - - - - - - - - - - - - - - - - - - - - - - - - - --
890.05 TEMP. SLOPE DRAIN ?_ ,- V1 8
WITH EARTH BEIZNE
-- - - - - - - - - - - - - - - - - - - - - - - - - - --
245.02 SILT BASIN
TYPE-B
-- - - - - - - - - - - - - - - - - - - - - - - - - -
895.10 TEMP. ROCK SILT CHI:CIi , , , , Vl 1G
TYPE-B
-- - - - - - - - - - - - - - - - - - - - - -
892.02 TEMPORARY I V1-20
ROCK SEDIMENT DAAI
TYPE-B :D?
-----------------------------
ROCK 01 PIPE INLET 1' V1-22
PROTECTION
- - - - - - - - - - - - - - - - - - - - - - -
894.01 ?0-`LAT.
ROCK SILT SCREEN
-- - - - - - - - - - - - - - - - - - - - - - - - - - --
DESCRIPTION SYMBOL
EXISTING FENCE: ? OR - +
---------------------------------
PROPOSED ROAD:
EXISTING ROAD: 1 --------------
----------------------------------
RAILROAD:
CONTROL OF ACCESS LINE--------- C
--
SLOPE STAKE LINE: _ . • - - •
----------------------------------
BRIDGE:
--------------
---------------- ;
-CONCRETE CULVERT: i?D-
---------------------------------
CMP PIPE CULVERT -?- _ _ _ _ -------------------
1
WOODS: OR
---------------------- - - ------
TELEPHONE OR TELEGRAPH POLE: ? EXISTING: -.o- PROPOSED:-O-
.. _ ... _ ... _ _
TOWER POLE LINE: -? __e__ _ _¦ _ -_ _•_11-_ _"_ _-'
_ __
POWER POLE: -? EXISTING: J PROPOSED: O
-----------------------------
EASEMENT LINE: -? --------------- ` I?_ ?.?_
GUARDRAIL:
---------------------------------
b.-- SANITARY SEWER LINE: -_ _ _S.S. S.S. -_ _1_
WATER LINE: -? -I E--? ?-
? -------^---- ^ ---------------
---------------------------------
GAS BRUSH LINE: ? BARRIER -? ----- _
EXISTING CHANNEL : - ' - ?• - " - - -- - -
--------------------------
PROPOSED CHANNEL CHANGE:
FIBER GLASS ROVING: ?-- F G R
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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SILT BASIN TYPE-B:

A silt basin type-B is a temporary basin built to collect sediment flowing through a
drainage way. The silt basin is built at the base of the ditch with its length being at
least 2 times the width of the basin. The type-B silt basin is generally built in
conjunction with temporary rock silt checks and other devices that control or slow
down water flow. This device must be monitored closely and cleaned out on a
regular basis until grass is established along the ditch line and sedimentation is no
longer a problem.
AREAS OF USE:
• In conjunction with temporary rock silt checks and other devices used in
drainage ditches.
DESIGN CRITERIA:
• Width - variable
• Length - 2 times width
• Depth - 2 ft. minimum storage - 1800 cubic feet/acre (equals L x W x D)
VI-12 March, 1993
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VI-13 March, 1993
W r
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TEMPORARY ROCK SILT CHECK TYPE-B:
)ON.
A temporary rock silt check type-B (also called check dam) is a small dam with a
weir used to reduce gullying in drainage ditches that are to be filled or
permanently stabilized at a later date. These type-B rock silt checks help reduce
the flow velocity and are generally made of class-B stone. They are used in ditches
during construction where the grade meets and/or exceeds 3%.
AREAS OF USE:
• In channels, roadside ditch outlets, temporary silt ditches, and temporary
diversions.
In conjunction with type-B silt basins.
DESIGN CRITERIA:
• Center of rock silt check shall be at least 1 foot lower than the outer edges
(top of channel sides)
• The spacing (ft.) _ (3 / % of ditch grade) X 100 ft.
VI-16 March, 1993
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VI-17 March, 1993
ROCK SILT SCREEN:
3
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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VI-25 March, 1993
- i
?. : ? ?? RECEtVE?
STATE OF NORTH CAROLINA
DEPARTMENT OF TMNSPORTATION
JAMES B. HUNT JR.
GOVERNOR
March 1, 1999
MACON COUNTY
SR 1375
Mr. Bob Johnson
US Army Corps of Engineers
Reg. Field Office
151 Patton Avenue
Room 143
Asheville, N. C. 28801-5006
Dear Mr. Johnson:
E. Nowus TOLSON
SECRETARY
The North Carolina Department of Transportation is proposing to widen and pave
SR 1375, Boga Memory Lane, in Macon County to conform to our current secondary
road standards. To construct this project, it will be necessary to extend a 72-inch
corrugated steel pipe culvert located on Camp Branch (DEM Class C, Trout Water) and
relocate 225 feet of stream channel which is a small unnamed tributary to Camp Branch.
Due to the nature of our proposed work, we are requesting authorization under Section
404 of the Clean Water Act.
We intend to exercise every reasonable precaution to protect the environmental
integrity of these valuable natural resources. The channel change will be constructed
before stream flow is permanently diverted. By doing this under dry conditions, the
downstream movement of silt will be greatly minimized thereby protecting Camp Branch
as much as possible from the effects of our construction work.
I am sending a straight-line diagram, with the proposed erosion control, stream,
stream bank, and construction limits at various sites along the project where we will be in
conflict with the streams. In addition, I am sending a typical section of the road, cross-
sections, drawings for pipe culvert extensions, 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 steam gradients to remain as
unchanged as is physically possible.
Andrews District Office
Phone: [phone] P. 0. Box 1551, Andrews, N. C. 28901 Fax: [phone]

Mr. Bob Johnson
Page 2
March 1, 1999
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 and channel change 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.
A request will be made for a temporary encroachment in the Trout Water Buffer
Zone of the unnamed tributary to Camp Branch on this project and I am asking Mr. Davis
and Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT) to comment directly
to me concerning the Trout Water Buffer Zone Encroachment.
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 $200.00 is attached to
this application in accordance 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,
2.
W. T. Anderson
County Maintenance Engineer
WTA/rr
Attachments
- cc: Mr. Richard Phillips, P. E., Regional Engineer, DEHNR
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. Mark Davis, NCWRC
Mr. Wayne H. Lynch, Transportation Supervisor III, NCDOT
. r _ ..
DEM ID:
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #):
z (o
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 : kl0 r t h Ca (o 1 1 h0.. De-
2. MAILING ADDRESS:
P.O. fox I S 5 --?,me,n?, 6- ?(ahSpoC????or?

CITY: An? rezwS STATE:
SUBDIVISION NAME:
m C ZIP CODE: zB101
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
SR I3-7S _ [>og0. Mcmory Lane, , Noyiahal0. (?orr.munx!d
3. TELEPHONE NUMBER (HOME):
Wocon L)
(WORK) : 0828) 2:,ZI `44109
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
w. e- Y\ A,ncde<sor, l??un ly mal ntev\QncP E-r li vie-e-
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE): To ton N C,
COUNTY: M Acoex NEAREST TOWN OR CITY: P-?
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SPECIFIC p LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.) : 3-7 S pUc?0. `V'er'xor y Lov%e--
6. IMPACTED OR NEAREST STREAM/RIVER: Cam gra r c?
RIVER BASIN: L;lE-Ue Te?neSSee R;ve?
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 D] NO [ ] IF YES, EXPLAIN:
C ICLSS C , -F?-ouk V.La
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO D<-
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
ea. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO Dq 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 K IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND:
1.7 Ac • (L nc.\vAes e.Y,14, ('0ad.)
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
!?L O Ifs 2., .
2

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 BO TH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: 2 S FT AFTER: 2 FT

WIDTH BEFORE (based on normal high water contours): 2 • 3 FT
WIDTH AFTER: 2 ' FT

AVERAGE DEPTH BEFORE: 0 FT AFTER: 0.1() FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: Ll"'? 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) :
A SrY,aj' LAnnarnep? _LCI Aory 10 corrlp gr-ar,('k- heeds ?0 b.p-
reloca-Eed to - I,e No(U o? tie road due 4-o ike r?cox.iy-?I L, o-?
^a resident,
An
ex?S? i
i A pn i not
a ?-? or?v i
r- Al e r? e3 n l' a vmo PS
L I
,?e, r0acl to cuc(evil s?"a'J'ordS•
5 to be ex64,-k z.n 4ee,t
J ' 1 I
13. PURPOSE OF PROPOSED WORK: -fo y-iiAerx Gt1,. ?Oye- SR 13`75
?VA occa (Jovlce. wt' ?k e-Saab isked- N.CDb l SeCbnbr?j
8004 S+_avjords,
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. RDATE
ESPONSES
CONTACTED: (ATTACH
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 [) NO K (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 [ ]
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

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 MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
Res4evtUext a,,oL A9r4-('kl ,u<aJ.
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.
0-7-;?j OWNER'S/AGENT ty GNATURE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
March 1 0119
DATE
1
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MACON COUNTY
NORTH CAROLINA
Ivlal.II UI IL

GO U?ATTY: MACON
ROAD NAME: BOLA MEMORY LANE ROAD NO. SR-1375
WORK ORDER NO. 6.972122
FROM BEG' STA LT. OF SR- 1414 AT UNION HILL BAPTIST CHURCH
TO: 18+48 E.O.P.
ADDITION. _ YES NO x
IMPROVEMENT. 1-(YES x I I NO
TO BE PAVED: YES x NO
GUY WIRES
POWER POLES TO MOVE: 1 YES 1 NO
CABLE BOXES GUY WIRES
TELEPHONE POLES TO MOVE: YES NO x
RIGHT OF WAY: 50'
RIGHT OF WAY.
x 45'
SCALE: 1 " = 50' y 60'
DATE: 3-10-98
1 112: 1 slope
CI Jr..
or flatter 9'
6'
SHLD.
_ . _ . _ . _ . _ . _ . - . _ . _ . i . _ . _ . - . _ . _ .
i ?
1:1 slope
I or flatter
9-1 4
i SHLD. ;
I DITCH '
1
I '
........... ...... ._.J
PIPESALS
PIPS
PROJECT NO. SR-1375 FLOW BOGA MEMORY LANE
STATION SIZE LT. RT. REMARKS
3+50 EXIST. 72" ADD TO INLET END OF EXIST. PIPE
6+50 EXIST. 15" pp' REPLACE WITH NEW 18" CMP.
7+85 EXIST. 24" REPLACE WITH NEW 36" CMP.
13+90 EXIST. 15" REPLACE WITH NEW 18" CMP.
16+50 NO PIPE ?- ADD 18" CMP.

?*vv I - a*vv
415
RIW- _ ?
SILT BASIN TYPE B (IOAx3'x 21) CORA MORGAN
7709 SAMET DRIVE
4'? 4+50
fll'11 POINT, N. C. 27260
® I{
OSCAR A. MORGAN ( i SILT FENCE
STAR ROUTE BOX 338 ??E DAMS 4+00 - I 4+00
TOPTON, N.C. 28781
(4)
1 NOTE: BEGIN CIIANNEL CHANGE STA.
3+60
ADD TO INLET END OF 72" CMP 1'
I CMP
7211
SILT BASIN TYPE B (1O'x 3'x 2') - -? 1
3-00 3+00
i i
I
I
I
2+50 IIAROLD & MARIE MORGAN
_ I = 2+50 3813 K IVFTT DRIVE
415' T? JAMESTOWN,'N.C. 27282
RIW (3)
y- _ 2+3Q 1 I
CHECK DAMS 1 SILT FENCE
2.00 1 2.00
-i
NORMA ZELMA MAY MORGAN DAVIS I
3109 WILMA AVENUE 1
HIGH POINT, N.C. 27260
(1) I
1+e0 1
ISILT BASIN TYPE B (8'x 3'x 2')?
A
1.00 ® 1+00
I
I
CHECK DAMS
® I
0+6s PL
0+50 ® 0+50
I UNION IIILL BAPTIST CHURCH
GENERAL DELIVERY
T0PTON, N.C. 28781
415-
R w (2)
I
0f00 I 0-00
?L

SILT FENCE
(5)
l40too
415
RIW
9#50 - I_ v
i
I
I
I
9-00
1
I
-?- O
8#50 T I
I
I
i_
\\\A6
I
8.00
+8
10+4040
9+50
I CHECK DAMS I
(5)
4- SILT BASIN TYPE B (8'x 3'x 21)
1+00
;?.7 85 --
2411 1 CMP REPLACE W/36" CMP
7.50 1 _ 7.50
als -r
RIW I ;
i
I
7.00 1 - 7.00
I ?
SILT BASIN TYPE B (8'x 3'x 21) --? I
oo?I
1
15" I CMp
i
(4) I
6400 ®_ I .?
I- -
I
I
CHECK DAMS 1
5-50 V - _ :
I f
I
R1w
sfoo ?_ 1-.
(4)
I SILT FENCE I
I REPLACE W/18" CMP I
6*00
ENU CHANNEL CHANGE STA. 5+75
Lam' -------
5#50
(5)
sa-oo
. 1 .
-ISf00 - - I- ZS+00

(5) /
SILT.FENCE

ppa
- 1?'I CFIP
4 15•.
RIw ,
ZO+00 7 ( ZOfi00
SILT BASIN TYPE B (8'x 3'x 21)
REPLACE W/ 18" CMP
(5)
I CHECK DAMS
I
I *--- SILT BASIN TYPE B (8'x 3'x 21)
REPLACE W/18" CMP
I
a 15'
R1w--,
14.50 14450
I
I
I
14•00 5 CAP 4100
I
13.50 ® 13+50
I
i
i
I
13.00 v f3•00
I
I
? I
I
12450 ® 12.50
415
RIw ,
I
I
12.00 ® 12.00
I
i
I
I
f f .50 ® 11.50
I
I
i
11.00 1 11+00
I
I

i
(3)
SILT F`E\NCE
1 \

(5)
I
415
--R I W.---?
19.50 19#50
I
I
I
I
19+00 1 19+00
- I-
I
I
18+50 18+50
16+46 10+448 E. U. V.
I
i
I
18400 v18+00
I
I (3)
I
I
17.50 ® 17.50
' 415 ` '- ?TE END OF LOG HOG PEN
RIW?i
- MOVED OFF K/W
1
I
17+00 ® 17+00 CHECK DAMS
I i
I
SILT BASIN TYPE B (6'x 3'x 21)
18t1 CMP
ADD 1811 CMP
i
r I
18.00_ ®- 18+00 - --
(
15.50 ® 15+50
I
i 415' (5)
?
\ -RIw..._-
.ISf00 _ I_ - 2Sf00

SITE # 1

OLD
CL

ROCK SILT SCREEN

24'
;Ys.
?C

SILT BASIN

TYPE B
12'x 3'x 2'

HECK DAMS SPACED
AS REQUIRED

NEW
CL
N
e
n
x
x 7211 ADD 20'CMP STA. 3+50
NORTH

c
'
,

- SILT BASIN

TYPE B
12'x 3'x 2'

a
dtA SILT FENCE
& ROCK BERM
1 1 I I I I I I I I I
I
I I I I I , I
I 1
I I

I

F T
I
I
I

I I
I I i i
I I
I
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I
I
I 1
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I
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V
I
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I

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I
I II
t l '
I ?1

1 I

I - - - - - - - - - - - --
- - - - - -

E

I
I I
I r ? 1 ? # 1
I I w I I 1 1 1 1 1 1 F - I 1 1 1 1 1 1 -

r
PROPOSED CENTER LINE
STA.5+75 BEGIN STA. 5+75 FOR
PROPOSED CHANNEL CHANGE
I I !;
? + I W?
STA.5+50 I `
O l! 1
EXIST.
r
RD. BED EXIST. CHANNEL
I I rr I
1 I i'
'r I
I f
STA. 5+00 a o 11 I j
I i ? l II
I I I•
I I ?
I ?r
I ? I I' I
STA. 4+501
itr 1
?r
STA. 4+001
I ? 'I
,. i
I l I,
STA.3+50 1?©I Elk SCREEN
_ __-__? TO $? REMOVED AFTER PROJECT IS STABILIZED )
PROPOSED CHANNEL CHANGE
I?, , END CHANNEL CHANGE STA.3+60
?! STD. 894.01 -ROCK SILT S

CHANNEL DETAILS
TOE OF ROADWAY FILL
ROADWAY
FILL SLOPE
2'
BENCH A 1
2'
BASE
VEGATATIVE COVER
ON SIDE SLOPES
LOCATION OF TEMP. SILT
FENCE
(ENTIRE LENGTH OF CHANNEL)
1. "NEW " CHANNEL TO BE CONSTRUCTED AND STABILIZED BEFORE STREAM
IS DIVERTED.
2. VEGATATIVE COVER TO BE USED TO STABILIZE AND PROTECT CHANNEL
SIDE SLOPES.

Egos-S?. EROSION CONTROL
DETAILS & SPECIFICATIONS
STD. NO.I DESCRIPTION: I SYMBOL: IPG. NO.
245.03 TEMP. SILT DITCH TSD VI-2
- - - - -
245.05 TEMPORARY - - - - - - - - - - - r - -
DIVERSION -? TD -? Vl 1
- - - - - - - - - - - - -
SILT FENCE'
01 TEMP
893 - - - - - - - - - - - -
I - -
VI-1;
.
.
- - - - - - - - - - - - - - - - - - - - -
890.05 TEMP. SLOPE DKAIN
WITH EARTH I3E101
245.02 SILT BASIN VI 12
TYPE-B
$95.10 TEMP. ROCK SILT CHI:Cl:
TYPE-B
892.02 TEMPORARY I VI 20
ROCK SEDIMENT DANI
TYPE-B
- - - ----------------------
2
ROCK 01 PIPE INLE 1' V-112
PROTECTION
- - - - - - - - - - - - - - - - - - - - -
894.01 VI-2?I
ROCK SILT SCREEN
-- - - - - - - - - - - - - - - - - - - - - - - - - - -

DESCRIPTION SYMBOL
EXISTING FENCE: - OR - + +
---------------------------------
PROPOSED ROAD:
----------------------------------
EXISTING ROAD: = --------------
----------------------------------
RAILROAD: =
CONTROL OF ACCESS LINE--------------- --------------- 6
-
-E3?mw-
---------------------------------
SLOPE STAKE LINE: _ . • - - -
---------------------------------
BRIDGE: -
-------------------------------.
CONCRETE CULVERT:
CMP PIPE CULVERT ?
--------------------------------
WOODS: 'I® OR
-------------------------i,
TELEPHONE OR TELEGRAPH POLE: ? E_ XISTING: --a- PROPOSED: O-
TOWERPOLELINE: -_e_---_-_-_ m- __0_- _-_"___
POWER POLE: -? EXISTING: I - PROPOSED d
---------------------------------
- - _ - - - - . - - -< I ? ...........
EASEMENT LINE: -? --------------- I
GUARD RAIL: -----------------------------
SANITARY SEWER LINE: -_ _ _?_ S.S. S.S. -_ _ _1_ _
WATER LINE:
GAS LINE: ? -------------- ^ --------•---•--
lor
---------------------------------
BRUSH BARRIER -?
--
EXISTING CHANNEL :
-----------------------------
PROPOSED CHANNEL CHANGE:
---------------------------------
FIBER GLASS ROVING: -?- F G R
--------------------------------
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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A
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 C'P=RIA:
• 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
.It
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
VI-16
foot lower than the outer edges
100 ft.
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VI-17 March, 1993

ROCK SILT SCREEN:
7
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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VI-25 March, 1993