HomeMy WebLinkAbout19980206 Ver 1_Complete File_19980306State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
eJames B. Hunt, Jr., Governor NC ENR
Wayne McDevitt, Secretary NORTH CAROLINA DEPARTMENT OF
A. Preston Howard, Jr., P.E., Director ENVIRONMENT AND NATURAL RESOURCES
March 17, 1998
Jackson County
WQC 401 Project # 980206
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 place fill material in 0.02 acres of wetlands
or waters for the purpose of improving SR 1402, as you described in your application dated February 26, 1998. 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 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 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.
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.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
Sin ely,
Pr ston Howa Jr. P.E.
980206.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919-733-1786
FAX 919-733-9959
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
,..__.
401
• +' Jr
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. E. NORRIS TOLSON
GOVERNOR
February 26, 1998
SECRETARY
Jackson County
SR 1402
Mr. Bob Johnson
215 Army Corps of Engineer
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 1402, Albert Cook Road in
Jackson County. In order to construct this project in accordance with our current
secondary road standards and due to the replacement of nine (9) pipe culverts in
several unnamed tributaries of Tuckaseigee River (DEM Class B), and Bumgarner
Branch (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 Bumgarner
Branch and Tuckaseigee River, 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.
P. O. Box 250, Bryson City, N.C. 28713 Phone (704) 488-2131
Mr. Bob Johnson
Page 2
February 26, 1998
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 truly,
C2 r` ?
C. R. Style , . E.
District Engineer
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, N.C. 28713 Phone (704) 488-2131
DEM ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): I4-
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 mANAGEzmNT
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 ENVIRON14ENTAL 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 D FFERENT FROM \
MAILING ADDRESS ABOVE) : Sc )40Z - A?5ua Coon. 'RoA?j N?*,.,,Gm,aM ?'Fyv,ETEK `'1 J
3. TELEPHONE NUMBER (HOME):
(WORK) : (704)488-2131
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: ?{ _?AC.Y_SON NEAREST TOWN OR CITY: W)4 iTTIEz ( Ji t,MO*jT
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SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.) )407- ' CCoK- "Zt>•b?lurnGOV4V- Ck?^nE-T
7FIE-cwE-rp W l t-r'Nov. K 44r::' "rrn E2. pFE c F To?,-gas ????x-ti-? 1? .
6. IMPACTED OR NEAREST STREAM/ RIVER: -Ruv-v-\GfM9CZ- NCN (-I" C-LA--,S u AS6*e5 ZVQ
p - Cc?a s 5 B
RIVER BASIN: LI'? me- ,vcs5cr Fives. F451-/
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES [ ] NO [x] IF YES, EXPLAIN:
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 (LUP1 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. 41 ACRES
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
C ).OZ 5 - WILL BE LAa J I WG -pi-PE lN 3 Al??A-rl O"A -FtE'l of
2
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: _?. dz Acx -c.
FLOODING: O
DRAINAGE:
EXCAVATION: O
OTHER: O
TOTAL ACRES TO BE IMPACTED: Q, 02 A'e6a
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED. PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: AJA FT AFTER: YA
FT
WIDTH BEFORE (based on normal high water contours): A1,4
T
WIDTH AFTER:
_JI/?4
FT
AVERAGE DEPTH BEFORE: NA FT AFTER: /k/)4 FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: LF PLACEMENT OF PIPE IN CHANNEL: 4S0 LF
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING: N/A
OTHER: ONI. r
??- A s. O't-Is -?- 3C,8r5 1sT1A14 . cQC??N'TS
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 1402 TO MEET CURRENT N DQT Tq gY USE OF
TRACK HOES, BULLDOZERS, DUMP TRUCKS, BACK HOES, MANUAL LABOR, ETC.
13. PURPOSE OF PROPOSED WORK: SAME AS ABOVE (#12)
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 WTDTH Tn Riin n cQ 1402 TO NCOOT 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 Sim 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 KI NO (I (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 [J NO [] 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 (919) 733-6369.
4
t
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 :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 MANAGZMENT (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 CONSASTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
OWNER'S/AGE
F6BLu IM
DAT
'S \SIGNATURE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
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?? •,? 1i `.. Iu? ' - Syr y/? .. ((? ? ? ?? ?)r ? _ ? 1 _ -- a
•1y , ? \?v_ ? ? ^\ ? C_ ???/.(1G ? K`t,/ ??ZD 31 I' ??/??\ \ ?/? ?// / ?l C 1 \ - --J -_. - _.=ez ?-;
i ?• `???\ N?, l?u I?%.??r-01J\ rr !`? ?A ? ?????????? A(o?????-?1?? •?r?r -' -? ?? _ •??• _.
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ROAD NAM E 4 1b'e t- f' Doll --
l qo
S.R _
W_0 _
la. 9Lo.2 /34
FROM 4 7, 4 , 41-00' 4-0 de- -I. 1Y ?F
J
ADD ITION
IMPROVEMENT
TO BE PAVED
P. POLES TO BE MOVED-
T_ POLES TO BE MOVED 1
R /W WIDTH L?5
I" =so'
SCALE
047tz4a 7- 3
3
DE
.3
N'S
Std_ # D .a .ri tp ion S=hnl,
245.03 Temporary Silt Ditch
--_-? o
245.05 Temporary Diversion ? -
.............................
893.01 Temporary Silt Fence
890.05 Temporary Slope Drain with Earth Berm «- ..........
Silt Basin Type A '
I..................o-**....___ _C J'
245.02 Silt Basin Type B
892.04 Temporary Rock Silt Check Type-A
'895.10 Temporary Rock Silt Check Type-13
892.01 Temporary Rock Sediment Dam Type-A
............
892.02 Temporary Rock Sediment Dam 'Type-B _-
897.01 Rock Pipe Inlet Protection TypeA ---
897.02 Rock Pipe Inlet Protection Type*
........... 894001 Rock Silt Screen
245.04 Stilling Basin ..................................................
Rock. Inlet Protection:
LCZN
896.01 Type A
........... o- R --A)
896.02 Type B ................................ B = OR, • B
? •
896.03 Type C .................................. Eli .-OR C
12 March. 1992
A*
SPECILFICATI
? •}^?' ±?t )'1.I?•'Ir!!7? '?M'M!ff.•.1 ! .O "414 o4M+AT?.'19-:11:..?'fe_ Q'+l+f'?oi.? Sr f?`,? S?{'c .w-•?? /r"?.• ?i}tM?.:`
a?rroad
,.-r+w., .•... •.W. ?? s..f ;, .. ,.. .j'7!"'?`,?'!??r.nrr+h .?},a.'. ?'V'. ,o -u..
Con trot; of Access Lme -
• Slope Stalca Line .... • :.. w ..........;_ -
C Iver,. = ?.•..• ....... ......
.'.Woods . ?.::: •. :..:......?.....?... ?,t??•aC?'t•t? -~-...._.
To -le pliune orTelc:rrupli Poie ......... WNISi` -o- ? fIMO11 •-a- t
Tower Pole and. Line... ; ' . • .. •• • • •-"
-• ? '' ?c?t?•a• 'S r ?rtcar .b .?
Power Pole .:'....:.............. _....,
". Dasenlcn I- Line • .?.?-r_?=?
Mowing l_inlit •..'..,. .................. •?
Guard Rail ? • '' -r t` T
S1?nitary.Sewer?Line. : .............: --?=s -t--55
Water Line : '.'.:..'.`•... ................ =-. - t----
• ~• Gas ?_.
Gas Line .'.....? ....:..............:.
' '',11HO.1'USt'D. EXISTINIG
Chain Linn.: Fence-' ................... -?-??- -?--?-
Woven IVire Fencc•:.. , ...............
RegcnUrLttioti ......:.....•... , ....... .
ReI'ores?;t:ioti ': ........................
Te nl p o r a rv Silt D i t c ll :................ ----- 't:5.I? ---- •?'sn Temporary 5 LI c I' a n e e ................ : -41
-----1 I i-----I I f-
Toni porac=y.Slope Drain• .:.......:...... •
Brush G irril?t•??'"' 't .• ' . ?!??_ - r
Silt Checl( Dam 1'yj)e A..' :...........:.?' n
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---
)WNEI. OF POLE LINE ------------- --- - -- -- -- -- - ---------------------------
OItT. rwa C[NT[R OUL ?R011 C[NT[R OIK. C[NT[R r110J[CT
Pau, r11[[tMT ROAD T r11OJ[CT AK[R MOVING
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VOLE DATA .:.
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PROJECT _ - -----
DWNER OF POLE LINE G!c?=------------------------------=- -
.
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PII[[tHT ROAD DI[T. FROM C[HT[R
P11oJ[Q DIST. C[HT[n r110J[GT
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REMARKS
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TES STONE BITCH CHECK
ROCK SILT CHECK DAY'
SILT BASIN - B
TEMP SLOPE B RAI N
TEMP SILT B_TCH
EARTH EMBANKMENT
SILT FENCE
FIBERGLASS ROVING
RI P RAP
S3
L-- EGA
TEU-10RAaY SaX FENCE1, , t
A temporary silt fence is catnmoniy 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 promcmd
anincant rainfall to ensure there
outlets. Silt fences need to be che..sed after each si
e=ecdveness. They must be maintained on a regular basis. Slit fences shall not be
iiistailed moss streams, ditches, or waterways.
AxE.,?s of Us-
r_-At toe of nil sections where sediment runoff can be stored and contained
inside the project limits.
DaicY C.R rr-
Materlal With Wire Without Wire
Fabric Type 3 Class A Type 3 Cass B
Stet: posts lengfh 5 ft 5 ft
Post spacing 10 fr. 6 fr. maximum
17 Mara. 1992
Cal -.. 9 2
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13 Mamh.1992
SILT BAsw 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 trPneraily built in
conjunction with temporary rocs silt checks and oche: devices that control or stow
down water flow. This devics must be monitored closely and c:eyned out on a
reglliar basis until pass is established along the ditch line and setflmentadon is no
longer a problem.
Axes of Uss:
• In conjuncdoa with temporary roc's silt checla and oche: devices used in
drainage ditches.
DESiw QuzmmA:
• Width - variable
• Lenzh - 2 times width
• Depch - 2 ft. minimum storage - 1300, conic feet/acre (equais L z W z D)
23
March. 1992
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24 Murch.I992
ROCS PME INLET PROTEC=CN TYPE-A= ?•
pv Q(O
i
?. A rocs 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-A
rocs pipe inlet protection shall be used at pipe inlets no larger than 36 inches in
diameter where it is rec°iving flow from several directions-The ?;Te-A rocs pipe
inlet protection utilizes class-3 stone lined with 15 or 457 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 diame- r where it rec°ives flow
from several directions.
• In areas where it can be cleaned and maintained an a revilar basis.
DESIGN C.Pd RIA:
• Stlucural stone - class-3 stone
• Sediment cantral stone - . or X57 stone
• Sediment storage area - 18GG cubic ft./acre
• Dam height - 3 ft minimum
?3 Marc:, 1992
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Rocco Snx Smart-
-A rocs 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 snail be placed in the stre= below the construction site within the right-of-
way or easement boundary. The rack silt screen utiaes class B stone lined with-45
or -457 stone to produce: a appie-effect in the stream to senie the larger sediment
particles transported in the stream from the construction site. The trapped sediment
snail be c?eaued out before the device is removed from the stream.
AREAS OF USE:
• In live streams below construction sites wa= construction oc :urs in or
adjacent to the stream.
• In live streams below a culvert construction site.
• Where it can be cleaned before it is removed from suesm.
DESIGN CRITERIA:
• Strucm=[ stone - class B stone
• Sediment control stone - =' 5 or =' 57 stone
• Dam heiQnt - 1.3 ft- minimum and 3 ft. =,imum ( shall not be hiaher than
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