19990049 Ver 1_Complete File_19990121

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
WAIVER of 401 Watei Quality Certification
C.R. Styles
NC DOT
PO Box 250
Bryson City, NC 28713
Dear Mr. Styles:
11k,?WA
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NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 2, 1999
Jackson County
WQC 401 Project # 990049
Your application for a 401 Water Quality Certification was received in the Central
Office on January 21, 1998. According to our rules [15A NCAC 2H.0507(a)], if final
action is not taken within 60 days, the Certification is waived unless DWQ has objected
in writing to your application. Therefore, DWQ has waived the requirement for a 401
Water Quality Certification for your plans to impact 0.007 acres of wetlands for paving
SR 1318 as described in your application dated. However if additional impact occurs or
your development plans change, this waiver is no longer valid and a 401 Water Quality
Certification will be required.
Please call me at 919-733-1786 if you have any questions.
Si r vorney
L-1
0 cc: Asheville DWQ Regional Office
Asheville Field Office Corps of Engineers
Wilmington District Office Corps of Engineers
Central Files
John Dorney
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
E. NORRIS TOLSON
SECRETARY
January 7, 1999
Jackson County
SR 1318
Mr. Bob Johnson
215 Army Corps of Engineer
Reg. Field Office
Room 75, Grove Park Ave.
Asheville, NC 28801-2714
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JAN 2 1 j999
.?

Dear Mr. Johnson:
The North Carolina Department of Transportation is proposing to grade, drain, base
and pave primarily along the existing roadway of SR 1318, Calvary Church Road in Jackson
County. In order to construct this project in accordance with our current secondary road
standards and due to the extension or replacement of two (2) pipe culverts in Deets Creek
(DEM Class C), and one (1) pipe culvert in an unnamed tributary of Deets Creek, 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 Deets Creek and in the unnamed tributary of Deets
Creek, general notes and standards on erosion control measures, and a marked-Eounty Map
are enclosed. We propose to install the new culverts slightly below the existing stream bed
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.
P.O. Box 250, Bryson City, NC 28713 Phone [phone]
lot
Mr. Bob Johnson
19 Page 2
January 7, 1999
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.
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 ?r ly,
C r i
C. S es, P. E.
Distric gineer
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, Bryson City, NC 28713 Phone [phone]
DEM ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #)
r
4
PRE-CONSTRUCTION NOTIFICATIONAPPLICATION-,,
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: NCDOT - DISTRICT ENGINEER: C. R. STYLES, P.E.
2. MAILING ADDRESS: P.O. DRAWER 250
CITY: BRYSON CITY
SUBDIVISION NAME: N/A
STATE: NC ZIP CODE: 28713
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NA (IF DIFFE ENT FROM
MAILING ADDRESS ABOVE) : se 13 0? vo, P ln. ,r I,. i•., r ?

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) : ``ll
COUNTY: r c IC?p A NEAREST TOWN OR CITY: L,1Is 61?-o
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SPECIFIC LOCATION (INCLUDE ROAD
? _
NUMBERS, LANDMARKS, ETC.) u
r ?
6. IMPACTED OR NEAREST STREAM/RIVER: iDee's k/_r.? 0"s C cur.4 nno un'rwa-;tl -72 ' RIVER BASIN: Z-?-
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)? ''ES [ ) NO (X) IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COAST-:L
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 (LUP1 DESIGNATION?
N/A
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE CN
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 ( J NO N IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 7• ( `7 r", crzz
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SiTE:
O. 0 c 7 4
2

10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PRO }
JECT BY:
?-
FILLING: POT
C r EXCAVATION:-
FLOODING:
DRAINAGE:
OTHER:
TOTAL ACRES TO BE IMPACTED: ?• ?'( ``r;s, -
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION) :
LENGTH BEFORE:
FT AFTER:
WIDTH BEFORE (based on normal high water contours):
WIDTH AFTER:
AVERAGE DEPTH BEFORE:
AFTER:
(2) STREAM CHANNEL IMP?CTS WILL RESULT FROM:
OPEN CHANNEL RELOCATION:
CHANNEL EXCAVATION:
OTHER:
FT
(CHECK ALL THAT APPLY)
PLACEMENT OF PIPE IN CHANNEL: 1 J L F
CONSTRUCTION OF A DAM/FLOODING:
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) : SO WTDFN AND PAVE SR 131Fs TO MEET CURRENT NCOOT
STANDARDS BY usF nF
TRACK HOES, BULLDOZERS, DUMP TRUCKS, BACK HOES, MANUAL LABOR, ETC.
13. PURPOSE OF PROPOSED WORK: SAME AS ABOVE IN # 12
FT
FT
FT
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 -rlATM_THF NFFDFn WTnTH "Tn Rim n SR ' .2 1-?Q= TO NCDOT STANn_ARDS _ ''AI l
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 STREAMED 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 X NO (J (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 A
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES Cl NO Cl N/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, S'TREAMS,' LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 25,
29, AND 38). ALL STREAMS (INTERMI'T'TENT 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. T_F 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 WOODLAND,
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 PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
OWNER' S/AGEN "',S, SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF.AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
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R0A ... NAM E _ C;! VAR`! CHUOCH R"u.
S_R_
VY_ 0 _
6,962139
FROM US. 441 (4,685`) to End Of Project
RgVISED' 9-23-98
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Yes

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3

ROCK S_LI CHEC- DIM
SILT BASF - H
TEMP SLOPE DRAIN
TEMMP Slits I +
EARTH EMEAMIENT
SILT FENCE
FIBERGLASS ROVING
RI P RAP
T
1
r•

I',ailroad..........................
Con.cr'ol of Access Line.'........... .. - a
Slope Stale Line - ,
..... ... i.
... ..............
Tc:!enliontl ni:Tel??ral?li Pole ......... it:%I.S, -?- 1111tol' •-O- 1
Tower Pole and Line... ........'.. , -Y - '
1
.: • .. al:::s5't' S 1 tt?icC?t' b Power Pole . ............. ... .
Easeii??t?' Li1ie..:.:...•...............'
... ....... . ......
1•Iowin; Limic'
Guard Rail t t T
..........................
Sanitary Seveer-Line..:..............
Water Ling::'.•.:.:'.' ....:............. -? J- t--
• cas •-0-_
Gas Ling .•..-...? .:::...• .......:...:. _
• •. -t'(tt.?l'GSJa._ YtS't'Jti'C
Chain Link Fence ................... -? ?t- -?--?-
rT ?- - _
oVE7 Wire l encc'*: . • .••• • • • • • • • • . . . -t`r.•--?''
Rec,cneralcion ....'........' .. , ........ • . _ .,_?:,
Reforestation ............ .....,......
XZY
Temporary Silt Ditch :.? .............. ? 'a:?? TSD
................ --??=-tf r . ? t?--
Temporarv Silt Felice
= Temporaly.S'tope •Draill• .:.., ....•..... .
Y
Brush L?lrru?r ?:::::_:.•. , .'.:..... • .........
Silt Clieel< Dam Type A•.'::.........?.:. n --•
SUc Check Dam Type•B..'........ a ... .
Silt: Basin Z'?'pe'A' ...:.:'.. ..: . ......:..' --?.
.
Silc Sasin' T)I)e B*.*.:. ..........
Rock Silc Check Dam.............:.. • ._-b' •?ss
r ;` 1 O c r 111 ..........
1•emp. S iene Ditch Check - ......? .=

r
EROSION, CONTROL
DETAILS AND
''T
C.A--- IONS
SPE%?.,_ F-1

245.03 T
TemporarySilt D1tch

245.05 ?o
Temporary Diversion •_,..,-„-,............
..
.

893.01 .
.
.
Temporary Silt Fence
890.05 ' ` Tempos iSlo a 'Drain with Earth Berm •-= •-=
arY? . P ..........
245.01 Salt Basin T e A
1-
245.02
...
892.04 Silt Basin Type B
1......N-.__1•M•.-•N••N._•_•__-__•_....
Tem ri Rcck Silt Check. T e-A .
895.10 _ Temporary- Rock Sit Check Type-8
,
.
-
-
892.01 ,
-
, ON , .
?,
Temporary Rock. Sediment Dam Type-A
892.02 Temporary.Rack $Ediment Dam Type-8 ;_
897.01 Rock Pipe Inlet Protection T pe7A
897.02
Rock Pipe _Inlet Protection Type-B ,,,,,:..,,..
894.01 Rock Silt Screen

245.04 ................ ........................... -.-? - _.
- Stilling Basin : _• -
Rcck Inlet Protection: LEY
896.01 .: pR
.. A
TYPe
A A
... ......... .............
^
.

896.02 ?.
Type B • ................ :..........:.:.. B M.. OR .. B
896.03 . '
Type o ..'.............:......::..:....
'C¦ - OR - C
12 March, 1992.

-Mm

O
r n i + n.......t..
Rt. 2
Sylva, N.C. 28/89

5+00
I I
NOTE: STA. 3+50 - 3+80
R/W is to be reduced
to 17' left of new
centerline.
..j+40
4 5'
i

-4 5'
I
0+00
Ci
Francis Jones & Lyle Jones

O
Calvary Baptist Church
8+70
Im" 7+00
Veol 18" '
4 5'
5+00

15+00
I
L rlacs? _ !?
15

c/o SCROOP ALLISON
L
? F

I 20 + 00
i
I

4
I "?-l I I
15 + 00
ROBERT R. GREEN
RT. 2, BOX 131
'WHITTIER,'N..C. 28789
25 + 00
I
14?5?
I
I
1
l I
20 + 00
ROBERT R. GREEN

4
I
I
l I
25+00

35 + 00
I

1, 7

S x

ROBERT F . BUCHANAN - "
ROBERT R . GREEN 622 CALVARY CNURC1i RD.
SYLVA N.C. 28779

-'` NOTE . LIVE WATER E1 J.ilL' R 1101' ING
UNDER ROAD OR SPING HEAD ,-
3144 18" ROAD BID.

PIPE UNDER FIELD. NEED TO
TIE IN TO EXISTNG PIPE. l
` PROPOSED DROP INLET

I TJ 1 30+85 _
ROBERT R. GREEN
0
f 1
30+00

p_

Q
ROBERT R. GREEN
40 + 00
I
';f 41I5
39+10
v
t
36+08
EDWARD F. & LINDA GRIMPE
P.O. BOX 832
DILLSBORO, N.C. 28725
O
JACK DEITZ
311 W. MAIN ST.
SYLVA, N.C. 28779
0
36+08
4 replace 36"
I
? I
35 + 00
0
ROBERT F. BUCHANAN
1
45 + 00
ODIS W. & RUBY ALLISON -
44+75
I
j
X
1?--415'
JOHN W. BROOKS
873 CALVARY CHURCH RD.
JOHN W. BROOKS I SYLVA, N.C. 28779
add ?+25
43+20 I +
U
EDWARD F. & LINDA ALLISON
U
GLENN & MINA D. ALLISON
4
I I
I I
l
40 + 00

50 + 00
I
i
I
415 G
I
?I
END OF PROJECT 46+85
/z 4
ELBA & JAMES RUDDER I
1509 FIELDCREST CIRCLE
ROCK HILL, S.C. 29730
ODIS W. MINA D. ALLISON
724 CALVARY CHURCH RD. I
SYLVA, N.C. 28779
45 + 00
JOHN W. BROOKS
0
TENWORARY SILT FENCE:

tem or:?rv silt fence -is commonly used Zt,..the,aoe of.a fill section o pre?t off :.
`? P a f fabri c buried at the bottom
si*w sedimentation. It is made of permeable-x_lte` _
stretched and supported by steel posts. The silt fence reduces the water flow-while
retaining the sediment. Thev 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
Fabric
Steel posts length
Post spacing
With Wire
Type 3 Class A
5 ft
10 ft.
Without Wire
Type 3 Class B
5 ft.
6 ft. maximum
17 March, 1992
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18 March, 1992

SILT BASIN TYPE-B:

A silt basin type-B is a temporary basin built.to..coliecz sediment flawing thrauQn a_ .
d*ainage'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.
ALAS 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)
23 March, 1992

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ON
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^ cd sm;c-,.?ie with a roe snap ,rP.-'I -r- t 4 pp---k
Edon type-Fj is a rorses e`imetpr of the s ct' 36 inches
Grote.. ,tsid., p - Qe, than
around the °?- lets no loo e_A rock pipe
are: used at P'Pe ections• The typ ?t drainage
atecu te..
on shall be several dire stone to pro
flow from #5 or storage
is receivin.,? stone lined with They have a sediment
LtiliZeS clansQ ediment before it entars silt basin.
`y epby ie same Procedures as
B. an 36 inches m diameter where it receives flow
to pipes no larger
ed on a regular basls-
reral directions- d maintain
where it can be cleaned an
?gIA:
class-B stone
zal stone - #5 or #57 stone
,,,It control stone _1800 cubic ft.Jacre
ent storage area
nirnum
,eight - 3 ft. mi
March. 1992
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:BEEN:.
'eea is a tow-ievedam structure u U, o in strj 3= is.Delay culvert
.t screens shall be used to trap sediment trzsported by rur ring water
laced in the stream below the construction site within the right-of
,ent boundary. The rock silt screen utilizes class B stone lined with #5
;o produce a ripple-effect in the stream to settle the larger sediment
;ported in the stream from the construction site. The trapped sediment
,ed out before the device is removed from the stream.
JSE:
streams below construction sites where construction occurs in or
at to the stream.
streams below a culvert construction site.
it can be cleaned before it is removed from stream.
MRIA:
iral stone - class B stone
ent control stone - # 5 or # 57 stone
ieight - 1.5 ft. minimum and 3 ft. maximum shall not be higher than -
3ove normal flow of stream) -
I
37 March, 1992

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March.1992
39
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CALV AR?' CHURCH
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