19960381 Ver 1_Complete File_19960423

State of North Carolina 10F"W."4
Department of Environment,
Health and Natural Resources T4 0
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary p E H N F4
A. Preston Howard, Jr., P.E., Director
May 3, 1996
Jackson County
DEM Project # 960381
APPROVAL of 401 Water Quality- Certification
Mr. C. R. Styles
District Engineer
N.C. DOT
Bryson City, NC 28713
Dear Mr. Styles:
You have our approval to place till material in 0.01 acres of wetlands or waters for :he purpose of
improving SR 1135, as you described in your application dated 17 April 1996. After rev awing your
application, we have decided that this fill is covered by General Water Quality Certification Number
3026. This certification allows you to use Nationwide Permit Number 3 when it is issue." by the Corps
of Engineers.
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 this approval to be valid, you must follow the conditions listed in the attached certification. In
addition, you should get any other federal, state or local permits before you go ahead wit your
project.
If you do not accept any of the conditions of this certification, you may ask for an -;ijudicatory
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 cenilication and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Environmental Management unir Section
401 of the Clean Water Act. If you have any questions, please telephone John Domey at 919-733-
1786.
Sincerely,
ton How Jr. P. E.
G'
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Dorney
Central Files
960381.1tr
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

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
Jackson County
SR 1135
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
Bryson City, NC 28713
April 17, 1996
411 ISSUED
GARLAND B. GARRETT JR.
SECRETARY
The North Carolina Department of Transportation is proposing to grade, drain, base, and
pave primarily along the existing roadway of SR 1135, Shook Cove Road in Jackson County.
In order to construct this project in accordance with our current secondary road standards, and
due to the proposed pipe replacement along six (6) unnamed tributaries of Tuckasegee River
(DEM Class WS-III B TR) and a proposed pipe replacement in Canoe Creek (DEM Class
WS III), we are requesting authorization under Section 404 of the Clean Water Act.
I am sending a straight line diagram with our proposed erosion control construction
limits at various sites along the project. In addition, a drawing for each pipe culvert
replacement, general notes and standards on erosion control measures, and a marked county
map are enclosed. We propose to install and extend the new culverts along the existing
streambed elevation where bedrock is not encountered to minimize impact to wildlife habitat
and allow the existing 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 are being effectively controlled. If the planned
devices are not functioning as intended, they will immediately be replaced with better devices.
The rock silt screen will be in place prior to pipe construction and will remain in place until the
project is stabilized.
evk
Mr. Bob Johnson
Page 2
April 16, 1996
By copy of this letter I am asking Mr. David Yow, North Carolina Resources
Commission, District Fisheries Biologist 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 Clean Water Act from Division of Environmental Management. In addition, I am
asking Mr. Yow, Mr. Ed Ingle, (NC DOT), 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 tinggineer
C. R. S E.
District CRS/wmt

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. David Yow, District Fisheries Biologist, NCWRC
DEM ID: .-..ACTION ID•
Nationwide Permit Requested (Provide Nationwide Permit 0 3
JOINT FORM FOR -
Nationwide permits that require notification to the Corps of Engineers
- -- - - - y Nationwide permits that require application for Section 401 certification'
WII.IvI NGTON DISTRICT ENGINEER WATER QUALITY PLANNING ___ __. _-.- • _
CORPS OF ENGINEERS DIVISION OF ENVIRONN ENTAL MANAGEMENT
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, HEALTH,
P.O. Box 1890 AND NATURAL RESOURCES
Wilmington: NC ._28402-1890 " P.O. Box 29535
ATM: CESAW-CO-E . Raleigh; NC 27626-0535
Telephone [phone] ATTN: MR. JOHN DORNEY - -
Telephone [phone] -
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PR24T : _ .
1. Owners Name:- North' Carolina_Debart Tit--o-f--Tr-ansnnrt-at;nn
2. Owners Address. P. O. Box 250, Bryson City,-NC 28713
4 8 8 - 2131
3. Owners Phone Number (Home): (Wodc): (704)
4. If Applicable: Agent's name or responsible corporaterofficial, address; phone number:
C. R_.Styles
-- 5. Location of work (MUST ATTACH MAP). County: Jackson
Nearest Town or City: Cullowhee, NC
•Sr--_cific Location•(Include road numbers, landmarks, etc.): Sr 1135, Shook Cove Road
6. NameofClosestS=amMv=_- Tuckaseegee River / Carioe Creek
7. River Basin: Little Tennessee River
8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS II? YES JX ] NO [ ]
9. Have any Section 404 permits been previously requested for use on this property? YES [ ] NO fJJ
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site:
11. Number of acres of waters of the U.S, including wetlands, impacted by the proposed projex:
Filled: 0.01
Drained:
Flooded
Excavated:
Total Impacted: 0 .01
22 Description of proposed work (Attach FLANS-81R" X 11" dmwin oid ---Te- e•?-
^?- -pave--SR l-1 ---t-e--•maiat-..:curre.nt. VC =-D©t ?tandardss. -Y,?
irrr ? 2f ^ ,....

1 •...
13 ' .Purpose of proposed work. ° 'E
me 3,
14. State reasons why the applicant evesA tt?,? vn.1 smust be carried out is wetlands. A
ee acYhme
taken to minimize wetland impacts:'
note measures
15. You are required to contact the U.S. Frsliand Wildlife Service (USFWS) and/or National e.Frsheries Service
(NMFS) regarding the presence or any Federally listed orproposed for listing endangered or ed species or critical
habitat in the permit area that may be affected- by the proposed proj=L Have you done so? YFx 11
• with Uplica91oi?
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE. FORWARDED TO CORPS...
16._ You are required to. contact the State Historic Preservation Officer, (SHPO) regarding the presence of historic
properties in the permit area which maybe affected by the proposed project? Have you done so? YES[ ] NO[x]
RESPONSE-FROM THE SHPO SHOULD BE FORWARDED TO CORPS: ":w i h alp l i c a t ion .
17. Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streamm and lakes on the property.
B: If available, .. -- --..
representative photograph.of wedaads to be impacted by project,
C. If delineation was performed by a consultant, include all data -them relevant to the placement of the
delineation 14=
_y D. If a stormwater management plan . , is required for this -project, attach copy.
_ E. What island use of surrounding property? Rural - Woodland
__._ __ F . If applicable, what is proposed method of sewage disposal?
Owner's 5

VICINITY MAP
Work Order: 6.962050T
State Road Number: SR 1135
(Sta. 00+00 to 70+80)
Jackson County
Cwk
lisp
to 1721. a a` B.ac°/
- nu Babas.
'? ?- Rkh Moumail
s ? - SZ.3. Cks
a
r' `? i74 q
.. lz!a u2z -
?Ty 1ZTQ .o ?% Pk
RIC
1Z2L 3os j C16 Cr«k BE
n
T t IT. 6 1T. ktr. N A T
'•• Caibw?h.. s `•
. A y ' 1> lZt4? ?a'btr ?.
137E ? L? • b ? it 1
?t? L?Tib ? ? a i.7 ?? ?^.
\ )' a o
sa Eod t°perf 17A3. ?s NORI EYHFAO ..<. ??? ti
t •• 17i? ? ?_„ 7?
e.
LLU
.+ to t ttt DgINETOP JII2 li MTK 0
1E SeIsG
Sill tc ..4 A nn EM
to fA5'7
>2? Tadca?-g.. s 2B C.der CRH CEDAR GUFF
FAMf6 KNOB Spoedwa L .:IIT Ck/ MM
4„010
1211 ?? p?
11221 I 1?
9. S
F
'? >r ac`Gi.J -1 a 1111 1135
Ss t wp4gt ,4C w CLn" LAKE C?
G BEV. 3.427 ??.. CEDAR CLIFF
LUL Ot00 ,. LAKE
' 0+ BEAR CREEK
,Sil off, stn ..
;yam F O R E S T
?J WOC KNOB ?
alenlr twos F -70-f-96 ?? M
S BEY. 4,292
-° D LoN G & BIG ?KN
,..
MOSS KNOB
3RR1 .?--? y Q 4 ?n ?P J.t2E.
1 ?, !>? w L+ MOT M
EAGIE 1? LiZ ?' b ?
_r KNOB 113E
..w
? 1114 1 1•8 IM 1130 Big Ride. v
` Doabi. Sprilg T UCKASEGEE .Q H Ck 1127
Ck z w FALLS .Q 3.1
° 17
wo1F J1it 11? 1 +tz. '
KNOB ?-.
ti
6
t y 1110 ./ 17•' 7 ?e
n IM e
lsu s n t? .1.?_ °?
• . r ?tii"
L^J 3 ' o
o
? J
of U
» F,
e
e
to
seoooo • • .
FEET ?p
X05 - =Tu ,*oo e
T 1 40
50 • ` °
• y ? r
3904
0
f F -? • ,' r
,
Z 't
0: J . ' ?.
?Cp o,
3903
?'• ? ? ?<<.?? L?,, ? .Inhian Plate :b - ?: mac' a?" ;., -
soo,
?•.. i /`I(, \ v, ...? zou
????. 1111 1 : Vt
QW a1 2
? ?L \ l I
lit At
,'? eft L TI 1
,? 11 '.2Y18
r= ,/ )Jy„ ?, 1, ,! Tj
\ \? `-• 2600?,?\ ` \`.•."\\\?.\ •?? ?/r i' I t J ?, f.'?^? Y?, J I •I / ,; i ' `
'AG 00
i000m.N- . - ?;??.:..?_...ai=•,;°? ?i?l l ?1 1 .?t.?\':?..?.? •\? l\? ?•?.?\ ; L/a% `_ ,? , t ?? •?d \
n •`f._ \ ,tom ltJ ? ??1 \"• \.?:?,\:.:``?`??\\= ?•.\\- ??? ?- ;i• j ? ;:?\ ,J ? d ?
? _-?_?? r ? 1\t•??1 - _ :;• Meek ?\\\\? ?? V \-'•tS?\ ?\`; .?. ?` \\???/? ii? `\??1:
3 00
-0- 1
14
3900 ', -' =j: \%• ?.: -?.?"? `_., ?,i?\ li? L ?o?° 5 s.= 1?
=L IL-It' 1 ip
_ -. aril, -• ???.????-.? ?:? ':,; ? ..; ,
-•.?? Jam., ? --?--"?`\?'=- ._ r \? •..??? ,;f ,,,, j! ;?,/./?„?',./=- , _-?_.
- ., - ---._ _?, ._, •.?-_.. =---_ =:.\___ ? _?• _ ? ?" . ? . ?%--?a?ti ..., .%i ills ? :- ) j`. ??_ .
i
ROAD NAME
- SHG?,? C'ovc.
S R.
'?CAIO ?p/?tS'T.t2c.lC 7-14 u AT 70 t'$ O
AOOITiON
I NI PROVEM ENT =
:1-0 BE PAVED '
P POLES TO BE MOVED = 3 ,ry ¢?./?
T. POLES TO 8E -MOVED
• • •= -" ?
V-W W! DTH
$CALE
vcsCd ?ec?cow. •?-f•?o -/g7fsv 4/S/ Flo
few 112= d '7 Z. a- IS t
sto 3/tzs ST . s4??? '
1

EROSION.-C-- ONTROL
- DET.AILS AND
SPECIFICATIONS
245.03 Temporary .Silt Ditch

245.05 .N...... 0....... NN......... . ??•????
-Temporary Diversion
893.01 Temporary Slit Fence
• 890.05 Temporary Slope Drain with Earth Berm .-. ?.
245.01
24 Silt Basin Type A •
.................
5.02 Silt Basin Type B
892.04 Temporary Rock Slit Check Type-A
895.10 """"" •
Temporary Rock Silt Check Type-8 .
892.01 Temporary Rock Se=iimeni Dam
Type-A
892.02 .
............
Temporary Rock - Sediment Dam Type-B .

897.01 ..
Rock Pipe . inlet Protection Type4
.
'
897.02

894
01 ..........
Rock Pipe Inlet. Protection Type-8 -
............
-
. Rock Silt Screen

245.04 .................:....... ....................
Stilling Basin
...................
...................
Rock Inlet Protection:
896.01 Type A ...... ....... .............N... A.. pR
!
. ...,[?
896.02 .
Type.g -
'
........... ....:.............. .. 8 13'

• 896.03 .
T e C '
YP ..............:................ OR

C
12 •?,
March, 1992

?•'• R.ailro3d ..:'.•.• ......:........:........
..,» • . c
?"Control of Acc*ss Lined:'..'..'.........:. a
. .....................
• Slope Stake Line
.
:o 4 Is. A
+ w005 • • • .•• • • • • ••.•. . . • .•• . • • • • • . • •.,. O?l•?•;?/ /•t?? Q? !'•??.R.?
•-O- ?
?Telzp.iiunt or,Te le-ru?ili Pole ....•...:. ?I:?ia'? '-;o•- , 11)1101;
Tower Pole and Line...:.:..:.......... -?? ?-
Power Pole .:'::.' :.......:.....:.....• ?i:%I-i-rm S t witnt' t
• F ?,?• `
Easenleti!. LII2e...•::...• :.......:.....' -_ 1•fowina I_inttC'.'..:•.......:...•........:
Guard 11aiI
...........................
S4nitar}= Setiver•Line.::............. ; --*--=? .
Water Lint r-
Gas Line
' t'ltUt'UST:ll f:XISrING
Chain Lhil: Fence- ..................: - t-?- -t7--fl-
Woven Wire Fence* ...... ...........:. -
ReaCneraciotl..•..'..:.....?.•..,.....•... ??'?..?•'.
• ???
Reforestation •............ • • .......... • n '
Terilpo racy Silt Ditch :............:.. --- TSB -=ff- 'I3a -
•.•tlt: 1 • •. • •• '
Temporary S I•eiic:e ................. -411 •
Temporary.Slope•-Drain .
Brush Barrier :'.:::+...'. • ................?
Silt Check Dam I'A)e A•.•::..........:.
Silt Check Dam'I),pe.B . . ' . . . . . . . . . . O g g
.Silt Basin q?-pe A'...:.:'..?.?.:•.....:.:..' • • .-+ '
SiIc Basiri Type B . •. •........:•..........
Rock Silc Check Dam ..................
Earth Dorm ....?:.....::.•. •
Temp.' Stone Ditch Check . , ..... •.. ,
%

-- . ,-.• .. _...---.... ___ -??E S' /GN Fd2-` f•S'/t j'" ..I3.?s/?? ` ? 7L ?-:`!-? u
' : • boa ??rdic FE?t' /'.?/L ??c.',?.? _ ?? ::.:. =.' .
t4 yeCvC-&D EVE.CX .S"P-ly) E?E J"j /?N-Z7 ' GfLE,sJiV6.U t?lJT lr/h'EiV f?/LL
7 ,Vd r 7 S G/! E
X,11.7' .6A1? iv - / 1?.??GTy d? s?isrrre8? u /?R.EA 400
(?5. t3.7)
3•
/sc
1\•
V
S /i. ; ' .T.y t ; i?- ?.' /_ E.YGT?S/ aF y?sT/?RI3ED /?.?E/?
g-ftOF1
t blc%
SROSION
•. ?? ONLY

• 1-
X11-7
B, 2

Z.iW67/1 o.e vis7•!/•eBED /AREA 3d-d'
Ybo'
L E?vG?:? d r .niST?/.fBED RR?R-

O
a ,Qox /OV7
L G.S?i?•pOL OT7???/?'C ?+- so -r 5 0, ?L
• ?f .STR. Zfi6o to Ztra -•- _•
Radue6 R/(,cJ to
?9 ?_rar+•Ney
• Fog Cclcxdere ?jctr..
.44
• j ? o ?a •
I
E
Lm
.44
?
'i
51-00

D
ISM
too
' O
4
1
I ?

i

4
1
i ?
?Stav j 16 too
Yoe
O ? O
LM
. /ar

f
..
O ? ` O

.f
??
???
?.
?-?:
i ?,•
4 '
1
i
Z?.?1. 1 z5?o
. ` -?-.. -?;.:• •-- -- - ... _??•? - ??--rte--:-,??s+??=;,is.' ?•S%?t.?'?+??-?_."r?i .. _
'S 331-oe,: r'
3 ?P
4
• i8,
?P
. 30 iCO ? ? 30? .
• - .... - .? . .. .. .. C' -. ?ti._ • I. _.: •.. 2:11. .?. .. Y3?{?.:?:
O \?
/6a <Sh?do,? COUP .Q.p 2r cw R7 L ,L>x 9
37 /S ,137 4-
f
i 1 s-wo
s?*oo 3
1
T mss ?ie4-
PIL
s
4 •
l ?
¢atoo
0

O
ff 4
-4 5,
6 f NC?s?i p t prs P02
3/4u WA-= LTMC

O
4
t ?
Soto* ? ? 5afoa
,?"9 tov t S9to ?
4
f
i l -155-fCo
I
I
Jfjrn2S CXas
fl f- 6S fox/O ? ? ? •
,?L v?9.-f-s'o Syt sa ?L
1 j •
goo ? '. 1 • f? ?°o
- - - .. ? ? '.'°?? .?. .. ./?. ... :+'n' :;4•»:_?'_• `_. -t_t..?. r .ASK` ?^.•?;.
aw
• ?.f ? 8 ?3dx /O
• - - -fig 7g 3
4 '
I
?- ??r? 1 1 ?rtoa
?? _ t? _ ... .? 11 _.: _ `: < Mawr _ ?:r°s:x^?. r ?•- ` - _...
lo?
JAL
? .LCNd Cons?•?va?-?o•-- ?Q?''$O /?O 7`BO E.vd CcnS"t'?cite?v ?ZJ?
0 4
2P? NP ? '
G 6fYX
. .moo ?L
_ r ..•?+.? ?? •.'?IS".?"?•'..-F.'.•r--fir. ¢r•.••s>.. ..•..rr .y •.?.>?•: w••r•7. '?; •- of .?ir!^?7'.?:r.?•,.iCC: ?cNTuS'r..'r.,l%v.-?*.'b"?Ei?'iic+.?Yx'?:..`=°+•r?.:ciiT.ri.L.eS+. _
`?; 9?02l39 - = DATA
_ M 61-03447
POLE PROJECT S?_?ct?L??1L'? COUN'T'Y ------------------- Sheet--__ of___.
OWNER. OF POLE LINE naC:L±4h al=et ___F_'

'
'POLL DIST. FROM CUTTER
PRcscNT ROAO DIST. FROM CLNTSR
PROJcCS DIET. CzNTCR PROJECT
AFTER MovtmG

REMARKS
STATION NyYLtR LT. RT. LT. RT. LT. RT. ,
439 r. 3o'
n ,
111- v-' Q21C .36'97 ev?
534- IZ ' ' ?g' ??• ?? 01 a ?' ? r n w- ?
I lOs 9 ?. w.7
ZR
29
?o /I
rn 16 c?1;re . 4aLc
-36
U 7 I • p 1 / ` / /' Z 5'
11
me.,- /e 2S L7
7?t PPG.-r Z8' 24' 3d rna?>:. Gwd? W.r? 30' T. nc?.
1,10+13 f''? cv ll' 2?? m (J;r? Z 1?7'- d E
D p,P.r ? ' 13' 25' moue Gw?o w•?ti ' ,Pl. , a4

-?.-• f=em. _. ;
PROJECT COUNTY ?-y-- ---------°----------------?___-Sheef ,:.? -...?_ _. c?
OWNER OF POLE LINE _?'o•JTI---??r-°='-?=? -??- =------------- --- ='`=.'` ....

Pout DIET. FROM CSNT[R
PRCSCMT ROAD DINT. FROM CtMISR
PROJ[CT DIET. CXNTZR MIOJtCT
AFT[R MOVING
-
STATION
Nuraoe
LT.
Rs.
Lr.
FIT.
LT.

RT.
RW ARVS
SOt T'P 14' 11' 2d' ?.
?i?>L4 T P 21 ' 20'
?Z¢f T, P. 21 Z 191 i 30' Moog 04g- :10, T

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
Fabric
Steel posts length
Post spacing
With Wire
Type 3 Class A
5 ft
10 fL
Without Wire
Type 3 Class B
5 ft•
6 ft. maximum
17
March, 1992

I z m
f L`
. III= c? z
111 v
- i l 1- ?.w z
LLJ.
?? a? ----------' zo LL
z J
mod
r?z 4 ca ra
3
?E.. 0:0 - m C zr.
Ems- III- O -f
-.{Z cV
rr? Z
? i 6 m _ U .FJ 5 -,
" ?- ° III o ?---
1 fsl _ Z ? Q'J.
CM ca C[?
?avEi a-'f Q
?
z?- u?E"zr?w z
a? ? - .s f' ?zwzaF' F--
<z aa? r"da?QOa ! co
f•a?u?c??
tAW 3Zy' mpQ EIm
06 aa3 ?36m?aca oiwt
v - ra a. z w x.
F rzz xzca de-•vl?
oa e-_Ow ww-3 0 zi
mba cam- ?iot,?c?c?z? _o
zm araC
<.a z orn ot?.c xe c? >! E
a. a w,
Iz¢!
1 $ M=h,1992
TEMPORARY ROCK SELT CHECK TYPE-B:
APP,
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 CRnmuA:
• 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•
27 March, 1942

2
v
~ W
0 0
J -?
D =
N
W O
CL 0
w W
I- ? O
O O a -
CD
w w
• y.

V
p m

w l-- p d ho

w °D¢ .
i- a,
?.m
=
O J o '
3
t-JQZ
NOSOZZ

O
?
i
W
SN000 ? 12 >

«..
LLJ I.- m
IM Z O LLf cn ¢ z
CZ=o
-JU<1-W=-
??-
o
W
LL.
CD
C
;
SO• Qw0•
N-m UOm
p
>
}-
N• CG?w• w
N J
w0 Om
ZSNLLCLWO

m
'

N

w
?

v
?
w l-- co--C<
W

0 OUQZNU
Z :LL - a. Z - -- ' U

m... Lo
N
r
W ¢ .Z
m
O E-..:j

$ ¢N
0 QO
Q
E"
CL
=

i
\ O W
H c)
Z ? Zo Q w

_ - 1 o
-? U w (n N Q
CL LU
I
ac ( z:
ti ?? z c I t-
1 C!LU
f
F
•ri
i OI
f OI
!
1
ln
i? c
D

2°
March,19k

ROCK P)PE INLET PROTECTION TYPE-B:
A rock pipe inlet protection type-B is a small horseshoe shaped structure. The
type-B rock pipe inlet protection. shall be used at pipe inlets which are 24 inches
and less in diameter where there is insufficient space for a type-A rock pipe inlet
protection with storage area. The type-B rock pipe inlet protection utilizes class A
stone lined with #5 or #57 stone to protect drainage pipe structures by impounding
the sediment laden water before it enters the pipe to trap sediment. This device can
also be used around the inlet of temporary slope drains where space is limited at
the outlet end of slope drain such that a basin or other device can not be used.
AREAS OF USE:
• At inlets to pipes no larger than 24 inches in diameter where it receives flow
from several directions.
• In low flow areas where right of way is limited.
DESIGN CRITERIA:
• Structural stone - class A
• Erosion control stone - # 5 or # 57 stone.
• Dam height - 1.5 ft. minimum. . .
35 March, 1992'
"Yt.: - :T6io:'•:..:a... i'sySf"' - :.fir^i~R:» Yfa.•j•? -AT'?:?Cy??ir.L: «.; ....
r i, SY• wr'*=Yv::•?t•••? 4 fi F'. •!.'{.^ t"q ::?f?.pi??r't r?4. ?? kA,j.'i ?:.?.i. .. ??:..:,..•+?
.3 W w F
?DE,WO .F 0. W m
z6?'U7; mO F? _z
zamw0=?-3ZmC-3 u
60
?tnc°
OWOVWGI=C?E? Wtcn-
.zE- aE. 0co 0?2C?zZ60ca
CL=
<- -4
u FOB
VFW . =Ca O a W O Z V z W Q== h c m w z
u <mVMOEmdFpW„OZFAZ
E-mv6zzzydp4CVzaU=w ?.
O W;000 "FOZO UE-=
z MWQ _ u tnMCUD.U a0F LL
w
CL .J
a. 4x
cr_

> LL ~
?
O
Ln
r r
r r
I
r r
1
J
0
z
u Z
Z cn
w
0
w
5 w , X
?? r L L t (L
r ? D..
1
?• iW N
1
r r
? r
r
Z z
Q ?
J O
?. L
?•
Z
O pJ
I m
m

LU

H
O
_
H
U
W

z
^
CC
CL
-o
C
W -
Q
z c
?
Q
LU
? v
O ,
a-.. a_ fs:i
=
F-
U
Y E
LLI U
?

FT Ti

f
zi
?
r ?tol
i?
r T
E
n
1
36 March,1992
_^..:.? C :. .. r, "- .f: ?' 1}?r•yatin+`n.•?11 - a•'.. _ _" :?'oy +re^..L?. a ?e y^+:w'-•?.:.
...; .i'L^ `:. _ "•.. -?Y ..t i. ;:y `?•,e'y„ .,ter aZRS,rr'?;
71- 7
i 't _ ' ":i. f?l. ^_•:..: i .. . !.i??.p's,;Y.? - ; ' S,(,.x
- - •. a ,r?_?;Y,•a H r 4 .w ? _ r -
ROCK SILT SCREEN:
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 & maximum ( shall not be higher than
1 & above normal flow of stream)
37 March, b92

1
4N >
O °
N ~ '
-a .
m
I•
1
$
a QE-cc?z CFa?Z C.3
a. o E'r' o. ? Q " o
?oaaUO oak.
za?z?? ozm?w ??
vFir E?w=
CLQ
Q -E- 0 04-0=WW
-a Zq
aoaaz ?ov? pzooz
?CT' '-I CL W E-z C4 zr?
FW?C*1Epm?Cs7ZE-?O?G]>
?ocmevFi?map..a'p?mm .
?Zac?'?e.-saE=
wfz-•MEZ•.-2 ca
FfA 2_azzc?apCVZ?QE-p
s ©°mui-V r?inC,aa..u rWn?c
;LU w
W
C Z 1..1?
° U
LL (! )
J
CIS
V v'
O
rr-
Ov_
MM i
rr F' .
X C '1.
?--- W OZ
y c Q
z a ?= Lo
S s. W
?•? X, N N
l?,t O 2,I
NL • V OI
vj
Z12 FKE
• ? 'gym
vi O+ .
j ?.
38
M=h,1992
,•. :? L::"1?'6?.'ii.r?.l?',•..°Y-•r??{{ i<c t a ••Y?.'f d'r"sa•o' - ,•G•-.y,. .?:', si'?LL%i .SA?2
'Y auk
.? .L?-• .i:.-,?.••??:, ':..
?1:.'% :•.:?' ?•t:=?!f?.a;: ; ;rr .:r :._:_Z..?'•?••r.,+rtrt.- =:.';; _., _ - - :?^.:7E"s::•':•5K.° -- ? ?%F., ;:? c?`;wt:?,
='• w_+ r ?lry ?a• j? yr+ ....•t....• ?.tiwrw.w ?.• ?i s.'..
-? ) r^""r ?'..- ? t ."C ?'j s? a ?,4D•,.`.. Lr/ryY?9 ti' i Y j'4 1 `ti."a?`::e?:?r' _ e.iw s. k. r r.. _g•9• v... ?«
N
F?-4
V I
e Z ri
F Z C .
a O Q =z
0 o Q F..
-- ?. ~ °
a
O CD r
rr-
o Q
IQI? I ? -
t
of
Zn C p
N
. F ?' i
sr?l YEN?G
14+-9 o
r
IMP AP

?x%sf fic??p?

;;",Of .f fo( i" U- SW

)2orofd : 55 " t 3t " c 1 P
i
s,?r
fEµ?
NEB( 00
pgopof? Am, Swpt
Fnsf: yD ?g?
Ex;st Stop
J?BoPos?d " 85'- Z?/"Gyp,
i(xX 3;1f
31fi15

"-X.,! ;t f I(-L SICJt??c
- Z 411 ok i i
CM ? !

Ex?sF fic?S?p?
i,?c. Sw pG _ ?;

/-2
ito j?osEd - So'-
3t?"
A) 1)
%135
25
NEv1
o I.-DI
r' ?5y;<l r;-// Sloyd-
pw-,21 yS ' 36 ""en/
doff
Cam!!
T?,eosNS?% G 5 y,,
CM1'
f s?- %4 , - yrz/'?