19991022 Ver 1_Complete File_19990920

A1^ .a .
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
F?WA
D E N R
September 30, 1999
DWQ# 99-1022
Jackson County
NCDOT
P.O. Drawer 250
Bryson City, NC, 28713
Attn: Mr. C.R. Styles
District Engineer
APPROVAL of 401 Water Quality Certification
; Dear Mr. Styles:
You have our approval, in accordance with the attached conditions, to construct a roadway crossing of
Locust Creek, as you described in your application received by the Division of Water Quality on
September 20, 1999. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Number 3103. This Certification allows to use Nationwide Permit
Number 14 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 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 for a new
certification. If the property is sold, the new owner must be given a copy of the 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.
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. 27611-7447. This certification and its
conditions are final and binding unless you ask for a hearing.
Environmental Sciences Branch • 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
A%?. . .
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.
Sincerely,
Kerr T. Stevens
Attachment
cc: Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
991022
,*, - I .
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.
Sincerely,
? ` J rT
G?
Kerr T. Stevens
Attachment
cc: Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
991022

Y

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DAVID MCCOY
GOVERNOR SECRETARY
August 31, 1999
N??;N?-
Jackson County PAY
SR 1787 RECE vED
Mr. Bob Johnson
215 Army Corps of Engineers
Reg. Field Office
Room 75, Grove Park Ave.
Asheville, NC 28801-2714
Dear Mr. Johnson:
The North Carolina Department of Transportation is proposing to grade, drain, base and
pave primarily along the existing roadway of SR 1787, Painter Road in Jackson County. In
order to construct this project in accordance with our current secondary road standards, and
due to the replacement and extension of one (1) pipe culvert in Locust 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 replacement/extension in Locust Creek, general notes and standards on erosion
control measures, and a marked County Map are enclosed. We propose to install the new
culvert 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
will remain in place until the project is stabilized. fri
-°°--
??_ r
IM
P.O. Box 250, Bryson City, NC 28713 Phone [phone] WERA, ??? ??
tr
Mr. Bob Johnson
Page 2
August 31, 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 Water Quality. In addition, I am asking Mr. Davis and Mr.
Ed Ingle, Area Roadside Environmental Engineer (NCDOT), 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 c sideration will be appreciated.
Yours r ly,
C. R. I , P. E.
District Engineer
CRS:sd
atta.
cc: Mr. F. D. Martin, P. E., Division Engineer
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. John Dorney, Water Quality Certification Unit, DWQ
Mr. Mark Davis, Habitat Coordinator W. Mtn. Dist., NCWRC
P.O. Box 250, Bryson City, NC 28713 Phone [phone]
DWQ ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) r
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
MUST BE SENT TO THE NC DIVISION OF WATER QUALITY, ATTN: JOHN DORNEY, 4401 REEDY
CREEK ROAD, RALEIGH, NC 27607. PLEASE PRINT.
1. OWNER'S NAME: NC DOT - District Engineer: C R. Styles, P.E.
2. MAILING ADDRESS: P.O. Drawer 250
SUBDIVISION NAME: N/A
Bryson City STATE: NC ZIP CODE: 28713
CITY:
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
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: -7-kC KS 4 /J NEAREST TOWN OR CITY: C (A I bJ k t
USPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ECT.) S? -7 8 -7 I cti ?n? Er k 6 ad i K lo.Lc_sn rJ
6. IMPACTED OR NEAREST STREAM/RIVER:
D

RIVER BASIN: LIi'. /??nee? ?i?L?S?1P1
7. (a) 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 0 NOj IF YES, EXPLAIN:
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES E] NON
[c] 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?
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES [-] NO k IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS
PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE'
FUTURE? YES M NO k IF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 2.6 Z
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
1\%IAF
to. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING:
FLOODING:
DRAINAGE :
EXCAVATION:
OTHER:
TOTAL ACRES TO BE IMPACTED:
(b) (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: FT
AVERAGE DEPTH BEFORE: FT AFTER: FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION:
OTHER:
CONSTRUCTION OF A DAMIFLOODING:
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?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS: 8 ''h" BY 11" DRAWINGS
ONLY): To widen and pave SR 17 87 to meet current NCDOT Standards by use of track hoes,
bulldozers, dunp trucks, back hoes, manual labor, etc.
13. PURPOSE OF PROPOSED WORK:
Sara as above in # 12
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 qai n the needed wi dth to bui 1 d SR 17 8 7 to NCDOT Standards. Al l - Channel changes wi 11 be
constructed in the dry Rip-rN will only be used for bank stabilization. Alders, Red Maples,
Black Walnuts Willows % arrares DogDgds etc will be re-established on the banks. All
pipe replacements will be placed slightly below the existing streaM)ed gradient so natural
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE 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
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY
BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: Handled by Corps.
N/A
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC
(STATE) LAND? YESA 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 ? N0
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO C3 N/A
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE 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].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF 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 STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON
THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OF 1 INCH EQUALS 100 FEET
OF THEIR EQUIVALENT.
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PRODUCT.
[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?
-Rwal 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 US 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 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
OGRAM.
ell
OWNER'S/A N 'S SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
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JACKSON
ROAD NAME PAINTER RD Co.
' ' 1787
S.R.
W_0- -6,9`' I39-
FROM SR 1728 to END OF SYSTEM 1900'
ADD ITION Do
IMPROVEMENT yes
TO BE PAVED yes
P POLES TO BE MOVED 1 & IgW wire
T POLES TO BE MOVED 0
R /W WIDTH 45

1" _ 50
SCALE
DATE 2-17-99 '.

5'

5'i 3,
EROSION CONTROL
DETAILS AND
SPEC1F.1C..AT110NS

St. # [deg .r try inn S? mho
245.03 Temporary Silt Ditch
;
'
245.05 --
_-___•--
T5D
Temporary Diversion ....................
893.01 ,-„_,_
Temporary. Silt Fence
890.05 Temporary `' lope* Drain with Earth Berm •-=

45
0 .........
Silt Basin Type A

:.. .
..............................
.
2 Silt Basin Type B

892.04 ..... ---........ -...... ......... ...........
Temporary Rock Silt Check Type-A
895.10 Temporary Rock Silt Check Type-8

892.01 -••

Temporary Rock Sediment Dam Type-A

892.02 ............
Temporary Rock* pediment Dam 'Type-B

897.01 --
Rock Pipe Inlet Protection i ype-A .
897.02

894
0 Rock Pipe Inlet Protection Type-B ...........
;

'
U
.
1 Rock Silt Screen
,-
...................

245.04 ........................
Stilling Basin
R
k
I
oc
.
nlet Protection:
896.01 Type A
........................... .....A-OR--A?
896.02 • . ? ••
Type B . ............... ?........... ..... B -: OR .. B
896.03 • • ? ' •
Type C .....................
J
12 ? i
March, 1992 ..• A.jS ??.
r :fig

•?? .ms s
1
. - • - .'v ---
Railroa'. . • ........... .
Control of Access Liize.'.. • • • • • . • • - A
Slope Stake mine .
B rid
Culvert ....: .
Woods ... .. ....
• . 't:?t?'t' -a' ? +t?itot? •O- t
'TeleP.llone or,Telerrupli Pole .......
...... ?.
To«'er Pole end Line.... • ' • • • • -" _
• over Pole :. .. ..... , et:1t5'r S ?_tt'ttnt' .b t
l.-asemen Lille...:....... a .. e . e . .
.. ?...._.
lrfutiving niit'.'........................
T
?.
Guard Rail ..'...? .:.....:......•....'...
SQnitary. Sewer.Line..:............ .
... .
Water Lint ........................
• - GAS
' -0---
Gas Ling .'.. ; ..:.:.' ::...:........ •.?.• ,• t+tcoi'ust:D r:xtS't't?'G
Chain Liiil:Fence-*...... ••••••••••••.
' Woven Wire rence'i s e e e•s e a s s • • • • • s e ?'?
Reclcneramn ......: e e e•e .. , e .. .
•••••••••••ee••sssses••s•: Le
Rero, restatlo II
Tenlporsvv Silt Ditch ..... • .....:. .
Temporary Silt 1" eiic e .,.. e • ...... a ... r
'Teniporsry.Slope'Dr?lin• .:.:.,:........:. . .
Brush L,u•ri??r?:...:'+ :.. .................
Silt Check Dam Type A•.••::.........?.:..' A
Silt Check Dam lype•I3 e .'. , e . s .... • • . .
Silt Basin 1?•pe'A' ...:.:'....:?...........' ---r
Silt Basin Type B?.•.:.....?..:•.:....... x
Dock Silt Clieck Dam .............:. e e . ; . .
Temp, Slone Diich Check ., . • • . • •• .? `

.
L!?/?G?fC ?D EVERy 570?/?) E1/ -Alr /I/V-U ' G?LE??V6l? d!/T" LUfi'??? /yqL? f//
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(s . A3

3 ?I?\
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,?
G E,VCII' N o,-- -VIS7'1, I3Ey &EA -L
-
f- OR SROS/ON
'?/o ONLY

i
3 • (5.13.2 l?
-6N6711 0/7
WILLIAM CARL PAINTER
(1)
BLANCHE PAINTER
RT. 3 Box 454
Sylva, N.C. 28779
.sfoO
4+50
4+05
JOANN PAINTER MILLS
c/o JOANN PAINTER STAMEY
77 Purple Mtn. Rd.
Sylva, N.C. 28779
(2) I'
existing 72"
replace 72"
i? 2+85 ?-• . -r
WILLIAM CARL PAINTER
91 Purple Mtn. Rd.
Sylva, N.C. 28779
(1)
1
0-/-00'1
I s?jO
tir.g 18"
replace 18"
WILLIAM CARL PANITER
(1)

0400
J
/0400 ( I /O too
KEVIN & LETTIE J. ROPER WILLIAM B. & ALTA J. PETTIGREW
27 Ellistone Court 216 Purple Mtn. Rd.
Sylva, N.C. 28779 Sylva, N.C. 28779
(6) (5)
a '
add8+45 8+45
PAVED
DRIVE WAY NEEDS
TD BE REICX=
DOE TD OTC. ROBERT J. & JANICE ADAMS
LIPS. (4)
ROBERT J. & JANICE ADAMS
244 Razor Back Trail ?l 4ri u-der road
Sylva, N.C. 28779 block spring house
(4) Reduce R/W to 15' rt. of
sta. 6+80 - 6+95
6+55 6+55 t
WILLIAM CARL PAINTER
(10
1
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-5460
WILLIAM CARL PAINTER
(1)
KAREN D. CODY
P.O. Box 1899
Sylva, N.C. 28779
(10)
fT-
ARTHUR B. & JACQUELINE PAINTER
166 Fallen Barn Rd.
Sylva, N.C.28779
(7)
-LZ
KEVIN & LETTIE J. ROPER
(6)
/sfo o -
14+00 '4--4
y -
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add 18"
I
10+55 '
1
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I /SAO O
FRANCES G.COFFEY
1240 Watermark Court
High Point N.C. 27265
14+60 (11)

FRANK C. & LOUISE BURRELL
191 Grand Oaks Lane
Sylva, N.C. 28779
(9)
13+85
L.D. & SARA QUEEN
I 185 Gulledge St.
China Grove, N.C. 28023
(8)

111+10
f;
WILLIAM B. & ALTA J. PETTIGREW
(5)
/o /0 0
END OF PROJECT 1900'
I
4 5END OF PROJECT 1900'
ad
KAREN D. CODY
(10)

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I.
exist 18" -
replace 18
/Sfo 0
FRANCES G. COFFEY
(11)
/51-00
TEMP SLOPE DRAIN T
TEMP SILT' DITCH - Ts1)
EARTH EMBANKMENT
SILT FENCE
FIBERGLASS ROVING +=-- FGR
F6
RIP RAP %
TEMPORARY SILT FENCE:_
commonly used at the toe of a fill section to prevent off
silt
tein?r?rY silt fence is
ntation.It is made of permeable filter fabri ebduri s at the A t °iflow.while
sedime
stretched and supported by steel posts. The silt fence
The May also be used to divert water flow to o to protected ensure there
retaining the sediment. They
regular 1 is.S? fens shall not be
outlets. Silt fences need to be checked after each
effectiveness. They must bemainO?waterways.
n installed across streams, ditches,
AREAS OF USE:
sediment runoff can be stored and contained
sections where
At toe of fill
inside the project limits.
DESIGN CRnT-R'A:
Wi= Wtre
Without Wire
Mater al
Fabric
Steel posts length
post spacing
Type 3 Class A
5 ft
10 ft.
Type 3 Class B
5 ft.
6 ft. maximum

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SELT 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)
t
23 March, 1992

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ROCK PIPE INLET PROTECTION TYPE-A:.

k Pipe inlet protection type-A is a horseshoe shaped structure with a built-in
A :roc
sediment storage area around the outside p irim?le.s no the s?largerucrurethan. 36 p The type-A
in
rock pipe inlet protection shall be used at p p
diameter where it is receiving flow from several directions. The type-A crock pipe
drain ge
inlet protection utilizes class-B stone lined with #5 or #57 stone to pre
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 - #5 or #57 stone
Sediment storage area - 1800 cubic ft./acre
• Dam height - 3 ft. minimum
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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)
37 March, 1992

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