19971079 Ver 1_Complete File_19971210

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
,&61 *
C) FE F1
December 22, 1997
Jackson County
WQC 401 Project #971079
APPROVAL of 401 Water Quality Certification
Mr. C.R. Styles
NC DOT
PO Box 250
Bryson City, NC 28713
Dear Mr. Styles:
You have our approval, in accordance with the attached conditions, to fill in 0.003 acres of wetlands or
waters for the purpose of paving SR 1389 as you described in your application dated December 4, 1997. After
reviewing your application, we have decided that this fill is covered by General Water Quality Certification
Number 3103. This Certification allows you to use Nationwide Permit Number 14 when it is issued by the
Corps of Engineers. 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 you may be required to send us a new application. 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 W. Fo this approval to be valid, you must follow 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 which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 276 1 1-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Sincerely,
P eston HowarZl, Jr. P.E.
I
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
971079.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
M STATE
401 ISSLIED
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
Jackson County
SIR 1389
Mr. Bob Johnson
215 Army Corps of Engineer
Reg. Field Office
Room 75, Grove Park Ave.
Asheville, NC 28801-2714
Dear Mr. Johnson:
DIVISION OF HIGHWAYS
P. O. Box 250
Bryson City, NC 28713
December 4, 1997

GARLAND B. GARRETT JR.
SECRETARY
a
G
cP
The North Carolina Department of Transportation is proposing to grade, drain, base
and pave primarily along the existing roadway of SR 1389, East Dicks Creek Road in Jackson
County. In order to construct this project in accordance with our current secondary road
standards and due to the replacement of two (2) pipe culverts in two unnamed tributaries of
East Dicks Creek (DEM Class C) we are requesting authorization under Section 404 of the
Clean Water Act.
I am sending a straight-line diagram with our proposed erosion control and
construction limits at various sites along this project. In addition, a typical section of the road,
drawings for the pipe replacements in the unnamed tributaries of East Fork Dicks Creek,
general notes and standards on erosion control measures, and a marked County Map are
enclosed. We propose to install the new culverts slightly below the existing streambed
elevation where bedrock is not encountered to minimize impact to Wildlife habitat and allow the
existing stream gradients to remain as unchanged as physically possible.
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 controls are being effectively controlled. If the planned
devices are not functioning as intended, they will immediately be replaced with better devices.
The silt fences and other erosion control devices will be in place prior to pipe construction and
will remain in place until the project is stabilized.
By copy of this letter I am asking Mr. Mark Davis, Habitat Coordinator Western
Mountain District, of the NCWRC to comment directly to you concerning the 404 Nationwide
permit request.
E)
Mr. Bob Johnson
Page 2
December 4, 1997
Also by copy of this letter, I am requesting authorization to proceed under Section 401
of the Clear Water Act from Division of Environmental Management. In addition, I am asking
Mr. Davis and Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT), and Mr. Richard
Phillips (DEHNR), to comment directly to me concerning this permit request.
We would like to begin construction as soon as possible. If further information is
required, please advise. Your early review and consideration will be appreciated.
Yours tr leer
C? %?c
C. R. St P. E.
District CRS:sd
atta.
cc: Mr. Richard Phillips, P. E., Regional Engineer DEHNR
Mr. F. D. Martin, P. E., Division Engineer
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. Mark Davis, Habitat Coordinator W. Mtn. Dist., NCWRC
P. O. Box 250
DEM ID:
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): 14
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 MANAGEtIENT
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: NCOOT - DISTRICT ENGINEER: C. R. STYLES, P.E.
2. MAILING ADDRESS: - P. 0. DRAWER 250
SUBDIVISION NAME: N/A
CITY: BRYSON CITY STATE: NC ZIP CODE: 28713
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE) : Ste- X389 * EAST -Di?S ? ?6. ?N JAcv-Z?0-4
3. TELEPHONE NUMBER (HOME):
(WORK): [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Same as above #1
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE) :
COUNTY: __s-kC._Sc _A NEAREST TOWN OR CITY: I)ILLSBOC-6

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SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.)
?-SD,?I ?,?t.1 NT
6. IMPACTED OR NEAREST STREAM/RIVER: E,-4s-r- Foe4 D?a5 Gem aA55 G
RIVER BASIN:. Llras- ?E7?'11E55 T7?V
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
EXPLATERS (ORW), WATER
(SA), HIGH QUALITY,WATERS (HQW), OUTSTANDING
IF REYES, SOURCE
SUPPLY (WS-I OR WS-II). YES,[ ] NO [X]
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?
N/A
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [X] 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 [X] IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 10 3
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
o. GYM 3 kR c5 ArFEC7- '
2
. 71
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.003 AZ2E$ EXCAVATION:
FLOODING:
DRAINAGE: b
OTHER: d
TOTAL ACRES TO BE IMPACTED: 0- 003 kezT
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED; PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: _N Q FT AFTER: NA
WIDTH BEFORE (based on normal high water contours): IV4
WIDTH AFTER: IY?
AVERAGE DEPTH BEFORE: NA T AFTER: JVA
FT _
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: KA LF PLACEMENT OF PIPE IN CHANNEL: 6D LF
CHANNEL EXCAVATION: F CONSTRUCTION OF A DAM/FLOODING: N/A
OTHER: • ? OT' W lA1 C N 3 5 ? I S ?,OLTY N? ? M A.i?//CN G.lps DT'
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND? N/A
WHAT IS THE EXPECTED POND SURFACE AREA? N/A
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY): TO WIDEN AND PAVE SR 1389 TO MEET CURRENT Nrnnr ire n BY HSF OF
TRACK HOES, BULLDOZERS, DUMP TRUCKS, BACK HOES, MANUAL LABOR, ETC.
13. PURPOSE OF PROPOSED WORK: SAME AS ABOVE (#12)
$rR)er
3
14. STATE REASONS WHY IT IS BELIEVED THAT.THIS ACTIVITY MUST BE.CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS): TO GAIN THE NEEDED WIDTH Tn RI in n sR 09" TO NCDOT STANDARDS. ALL
CHANNEL CHANGES WILL BE CONSTRUCTED IN THE DRY. RIP-RAP WILL-ONLY BE USED FOR
BANK STABILIZATION. ALDERS, RED MAPLES, BLACK WALNUTS, WILLOWS, SYCAMORES, DOGWOODS,
ETC. WILL BE RE-ESTABLISHED ON THE BANKS. ALL PIPE REPLACEMENTS WILL BE PLACED SLIGHTLY
BELOW THE EXISTING STS GRADIENT SO NATURAL SUBSTRATE CAN BE RE-ESTABLISHED.
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: HANDLED BY CORPS (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: HANDLED BY CORPS
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES Q(] 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 ' M
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [] NO [] (A
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
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? RURAL n-JOODLAND
RESIDENTIAL
f• IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N/A
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE:. WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF.A.SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE-ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY) , A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE EROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
OWNER'S/AGENT'S SIGNATURE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
DATE
5
oe-vrioj E,asT Fo,c K D, e- Ks C z e- k
Sx- 1389
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ROAD NAME* E4.5'r 2;)/pe- .t 4U-fF•k-
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ADO ITION
. IMPROVEMENT
TO BE PAVED
P. POLES TO BE MOVED --?
T_ POLES TO BE MOVED C
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SCALE I" = 50
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DETAILS AND.
SPECIFICATIONS
Sid_ # D .s _rip inn ,S=hot
245.03 Temporary Silt Ditch ___________ .no
245.05 Temporary Diversion _,, ........ To
893.01 Temporary Silt Fence
......................
890.05 Temporary Slope Drain with Earth Berm ... ?-- +-
245.01 Silt Bann Type A '
245.02 Silt Basin Type B
892.04 Temporary Rock Silt Check Type-A ..........
895.10 Temporary Rock Silt Check Type-B
892.01 Temporary Rock Sediment Dam Type-A ____........
892.02 Temporary Rock Sediment Dam Type-B ;__
897.01 Rock Pipe Inlet Protection Type-.-A
897.02 Rock Pipe Inlet Protection Type-B . ............
245 894.01 Rock Silt Screen
.04 Stilling Basin ............................................
...............................
Rock. Inlet Protection:
896.01 Type A ..........................»... A - OR -- A
896-02 Type B • .............. OR.-B
B QR•-B
? ..
896.03 '• ' ? '
Type C. • ..............:..........:..-- 'C. ? -- OR " C
12 March, 1992
• l
Control of Access Line.', .........., .. .
Slope Stalce I.Jine .................... -
ridge. ........'...., ..........
Culvert ' '. ::.:'.. .
0 Jo
' Woods... ...........••
1'el??liocit Or 'I'eIejrtaj.?li foie ......... i1:N 1S' -o- t ?t'tt0t' •O- J
Tower Pole and Line... ........ -" -
• Power Pole .. .... ........ , .. . IF:. ST (PRO11
Essenic jil- Line..:.::...:':..........:..: ---?--?''?_?•
...........................
Guard Rail ? ' ' •, ?• • ?' T 7 J
.:.............,
Sanitary Sewer Line.
Water Lint :'. •..'..'.' ....:............. =t
Cas
Gas Line .'.. • , . ' . • . , •-o----
........
• '` 111tUl10S1?D. f:X15•i'i1'G
Chaim Lint: Fence.... .............. -?-fir -- 1-L-
? %o ell Wire I,encc :................ .. -? ---??
Reacnuracion
Reforesz.1cion :. ........:... - ??
Tenlj)orurv Silt•Ditch ... TNO TST)
Teillpor:arvSilt 1'Cllcl' ...........'..... ?''• 4
• .
Terlpol•s1=y..Slope -Dt-aitt* .............
Brush ......
Silt Checlc Dam type A•.•::..........:. n '.
Silt Checlc Dam Type B ..'..........
.. .
Silt Basin 'I?•pe'A' ...:.:'....:?.......:..' ._ .
Silc lrasiri Type B.,'.:....•.?..:......... '
Roelc Silc Checlc Dam. ............:... .
Temp, Slone Dilch Checlc . • .....

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TEMP STONE DITCH CHECK
RQCR SILT CHECK DAM
SILT BASIN:- S
TEMP SLOPE DRAIN T
TEMP SILT DITCH, -TSD
EARTH EMBANKMENT ' -+ -4
-lit
SILT FENCE
FIBERGLASS ROVING ?-- FGA
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EROSION OOL
ETAILSAND
SPECIFICATIONS
245.03 Temporary Silt Ditch ..................... .........
245.05 Temporary Diversion ...................... .......
,D
893.01 Temporary'. Silt Fence '
890.05 Temporary Slope Drain with Earth Berm •......... ?-- '-
1:
245.01 Silt Basin i ype A ........................ ......... -0.
245.02 Silt Basin Type B •------------------------ ------------------ '?
892.04
895.10 Temporary Rock Silt Check Type--A
Temporary Rock Silt Check Type-B ..........
............ }
892.01
892.02

897.01
897.02
894.01
245.04 Temporary Rock Sediment Dam Type-A ............
Temporary Rock Sediment Dam Type--8 •..

Rock Pipe Inlet Protection Type-A --•--..-.--
Rock Pipe Inlet Protection Type-B ............
Rock Silt Screen .............................................
Stilling Basin ..........................................

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896.01 Rock Inlet Protection:
Type A -------------------------------
A ME] --OR .
•- A
896.02 Type S ............................... B F01- OR .. B
896.03 Type C ............................... C I n-- OR •• C y

12 March, 1991
TEn,WoRAay Sax FENCE:
i it it HF
A temporary silt fence is commonly used at the tae of a fill section to prevent off-
site sedimentation. It is made of permeable filter fence buried
the water t m while
stretched and supported by steel posts. The ted retaining the -sediment. They may also be used to divert rainfall to ensure these
outlets. Silt fences need to be checked after each significant
milar basis. Silt fences shall not be
effectiveness. They must be maintained on a rem
installed across streams, ditches, or waterways.
AREAS OF USE
• At toe of fill sections where sediment runoff can be stared and contained
inside the project limits.
DESiw CRrrEmA:
With Wire Without Wire
Material
Fabric Type 3 Class A Type 3 Class B
Steel posts length 5 ft 5 ft-
Post spacing 10 ft. 6 ft. maximum
17 March, 1992
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March,1992

SILT BAm 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.
DEsicx CRrrmuA:
• Width - variable
Length - 2 tunes width
• Depth - 21 minimum storage - IS00'cubic feet(acre (equals L z W z D)
23 March. 1992
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Rocx PIPE INLET PROTEcrioN TYPE-A:
o ? .
A rock pipe inlet protection type-A is a horseshoe shaped structure with a built-in
sediment storage area around the outside perimeter of the structure. The type
rock pipe inlet protection shall be used at pipe inlets no larger than 36 inches in
diameter where it is receiving flow from several directions. The ?e-A rock pipe
inlet protection utilizes class-B stone lined with #5 or #57 stone to protect drainage
pipe structures by trapping sediment before it enters. They have a sediment storage
pit which is designed by the same procedures as a silt basin.
AREAS OF USE:
• At inlets to pipes no larger than 36 inches in diameter where it receives flow
from several directions.
• In areas where it can be cleaned and maintained on a regular basis.
DESIGN CRITERIA:
• Structural stone - class-B stone
• Sediment control stone - 1#5 or #57 stone
• Sediment storage area - 1800 cubic ftlacre
• Dam height - 3 ft minimum

33 biamh, 1992

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W
U-W
Rocx 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 rack -silt screen utilizes class B stone lined with lr'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 - T 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)

37 March, 1992

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