19960631 Ver 1_Complete File_19961007

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, J r., Govemor
Jon ath an B. Ho wes, Sec reta ry
A. Preston Howard, Jr., P.E., Director
A147JL0A
C) E-= F=1
October 18, 1996
Transyvania County
DWQ Project # 9690&
960631
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. JJ. Swain
N. C. Dept. of Transportation
P.O. Box 5189
Horse Shoe, NC 28742
Dear Mr. Swain:
You have our approval to place fill material in 0.03 acres of wetlands or waters for the purpose of
improving SR 1322, as you described in your application dated 2 October 1996. After reviewing your
application, we have decided that this fill is covered by General Water Quality Certification Number 2735.
This certification allows you to use General Permit Number 031 when it is issued by the Corps of Engineers.
This approval is only valid for the purpose and design that you described in your application except as
modified below. 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
and any additional conditions listed below. High Quality Waters BMP's shall be used for sediment and
erosion control. 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.
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 Domey at 919-733-1786.
Sincerely,
Pest Howard, Jr. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Central Files
960925.1tr
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

""Wb&
JAMES B. HUNT JR.
GOVERNOR
P.O. Box 5189
Horse Shoe, N.C. 28742
October 2, 1996
RECEIVED
4011SSOF-D
Mr. David Baker
U.S. Army Corps of Engineers
37 Battery Park Avenue
Room 75, Grove Arcade Bldg.
Asheville, N.C. 28801
SUBJECT: Proposed Culvert Extension
SR 1322, Diamond Creek Road
Transylvania County
Dear Mr. Baker,
OCT O a 1996
ENVIRONMENTAL SCIENCES
R'7?NCx
Please find enclosed herewith erosion control plans, an application form for a Nationwide
Permit, and a county map section locating SR 1322, Diamond Creek Road, in Transylvania
County. SR 1322 is a gravel road that we propose to clear, grub, grade, replace/extend pipes,
and pave for a distance of 2.0 miles. Grading will be moderate to heavy.
We are requesting permission to replace and extend pipes in live streams noted on plans at
survey stations 27+50, 28+15, 32+90, 69+50, 70+50, 86+15, and 89+50. Pipes will be replaced
using our standard method of pipe installation described in the erosion control plans. NCDOT
"Best Management Practices for Protection of Surface Waters" and proper phasing of erosion
control items will be used to minimize and control sedimentation and erosion.
By copy of this letter to Mr. Richard Phillips, P. E. (DEHNR) we are requesting a variance to
work in the Trout Water Buffer Zone at locations described as follows:
Stream Station Range Location
Diamond Creek 65+50 - 69+50 Lt.
Diamond Creek 69+50 - 70+50 Rt.
Diamond Creek 89+50 -106+00 Lt.
M?Aa 6 0 6 3 1
Mme,
a46
N Tr J?7`?' i E '
`S IOCT 7 1996
t! VATER
STATE OF NORTH CAROLINA
DEPARTMENT OF TZANSPORTATION
DIVISION OF HIGHWAYS GARLAND B. GARRETT JR.
SECRETARY
0)
Mr. David Baker
Page 2
October 2, 1996
Please note that we do not propose to disturb fill slopes in these locations with the exception of
pipe placement/replacement as indicated on the attached erosion control plans. We are
requesting that Mr. Phillips approve our request for said variance when he receives the required
comments from Mr. E. L. Ingle, Area Roadside Environmental Engineer, and Mr. David Yow, N.
C. Wildlife Resources Commission.
We are also requesting permission to relocate a small stream currently located in the roadway
ditch alongside Sta. 36+30 Rt. - 40+50 Rt. to Sta. 36+30 Lt.- 40+75 Lt. as indicated by the
attached erosion control plans. This proposed relocation would move the stream to the cut side
of the roadway as opposed to the current location where the stream is flowing in a ditch that
exists on a fill section from Sta. 39+50 Rt. - 40+00 Rt. and a cut section from Sta. 36+30 Rt. -
39+50 Rt.
By copy of this letter, we are asking Mr. David Yow, N.C. Wildlife Resources Commission, to
comment directly to the Corps of Engineers concerning the Nationwide Permit request and Mr.
Phillips, DEHNR, concerning the trout water buffer zone variance. Upon review for the Corps of
Engineers we are requesting that Mr. Yow forward a copy to us (NCDOT) as well.
By copy of this letter, we are also asking Mr. Ed Ingle, Area Roadside Environmental Engineer
(NCDOT), to comment directly to us on the above project and Mr. Phillips, DEHNR, concerning
the trout water buffer zone variance.
Also by copy of this letter, authorization to proceed under section 401 of the Clean Water Act is
being requested from Mr. Eric Galamb, Division of Environmental Management.
Your earliest consideration for this request would be appreciated. If any further information is
needed, please contact me or Mr. C. E. Dumas, Jr., Assistant District Engineer, at (704) 891-
7911.
Y
J. Swain, Jr., P. E.
15istrict Engineer
JJS/CED/ng
attachment
cc: Mr. E.L. Ingle, Area Roadside Environmental Engineer, NCDOT
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. David Yow, District Fisheries Biologist, NCWRC
Mr. D. B. Allen County Maintenance Engineer
D ID: •
I ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit #):
JOINT FORM FOR
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P.O. Box 1890
Wilmington, NC 28402.1890
ATM: CESAW CO-E
Telephone [phone]
WATER QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIRONMENT, likJ'tD
AND NATURAL RESOURCES
P.O. Box 29535
Raleigh, NC 27626-0535 p 1 T G 71996
ATTN: MR, JOHN DORNEY ENVIRONMENTAL. SCIENCES
Telephone [phone] ,q'w
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BB SENT TO THE CORPS OF ENGrTFI ERS.
SEVEN (7) COPIES SHOULD BE SENT*
ENT TO THE N.C. DrVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT?--?
1. Owners Name: _O_
2. Owners Address: _ FQ, 15m r 199, Aley:s : Shr e,,, &e-. e-Z! 7¢2
3. Owners Phone Number (Home): (Work): _O¢J0'
4. If Applicable: Agent's name or responsible corporate official, address, phone number.
ee r

5. Location of work (MUST ATTACH MAP). County:
Nearest Town or City:. Rosmar-l _
Specific Location '(Include road numbers, landmarks. etc.): Be 1-,7 ?7L 7? is t c,T?d? `
Sid / 30 9 a.-z/ SR 13Z2- CO-17 / ? u G .i-7 a ? ?s'?eo-?/ 4?i e e Ao 4,- --. T k/
.'s X.7 e e< o /D Gd0 ` Tn 7`"/7e Cnc/ o 7Z pro 'e e--
6. Name of Closest Strearn/River..__ ee- K
7, Rivcr Basin: _ `fell e/S GSioa °re r
8. Is this project located in a watershed classified rou A4?jRORW. WS I, or WS II? YES ['y" NO [
9. Have any Section 404 permits been previously requested far use on this property? YES [ J NO (yam
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: 0,43 & c
I1. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled: 0-03 ac-
Drained:
Flooded:
Excavated:
Total Impacted: D. 0 3 a_ c.
12. Description of proposed work?ttac
a S lirtd,i e a. ,e;/ IJi,/ It ?- c-
i, I ANS-8 1R" X 11"
e-
13. Purpose of proposed work: ?e ?-
', c c- -Ve e. t,0'
only):._ ?1?e.7 5'1322,
14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures
taken to minimize wetland impacts.
IS. You are required to contact the U.S. Fish and Wildlife Service • . andlor National (NMFS) regarding the presence or any Federally listed or proposed for listing endangered or thrr t '? ?e ?Service
? al
habitat in the permit area that may be affected by the proposed project. Have ou done so?
RESPONSES FROM TBE USFWS AND/OR NMFS SHOULD BE FORWARDED YES ?v NO C l
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 may be affected by the proposed project? Have y ? you done so. YES
RESPONSE FROM THE SHPO S14OULD BE FORWARDED TO CORPS. NO j )
17. Additional information required by DEM:
A. Wetland delineation map showing aU wetlands, streams, ahd lakes on the property.
B. If available, rcpresentative photograph of wetlands to be impacted by project.
C. If delineation was performdd by a consultant, include all data sheets relevant to the placement of the
delineation line.
D. If a stormwater management plan is required for this project, attach copy,
E. What is land use of surrounding property? u,-aI e P ,
F If applicable, what is proposed method of sewage-dis ?
j -
I wn aturn Date

• NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT SR 1322 (DIAMOND GREER Ro?4-D)
LOCATION 8,6&ld .4-r :rptrEp6r=cT-10.N OF SR 12
>0q kND SR 1322 4nID GonlTiNu iN
AN - E'ASTFRL Y D ? R EGT, DN r-PR A -rtrrA L Di 6rAde-E O F 10)(000' FEET 'T o -rH a Ejvb
-D F PROS E.GT.
WORK IATE GRAbE, DRbid', A-SG,/ PAVE AWD ERvsianl Gonh"RoL
WORK ORDER (n. DOZv90 (TFM-P) PRIORITY '7 F RURAL
COUNTY -rRAdS YLVA4N/A RIGHT OF WAY 5?•
DATE S/ 71949 SCALE 1 10D
NOTES
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POLE DATA MPN 61-03447
PROJECT __R j 3Z__2 ___________ TRiiIVYCYp1V/ _ `
----- COUNTY ----- - -- -- ------------------- Sheet-----/ --- of_?
OWNER OF POLE LINE _HC?Y_W_ODD _ E??cT?1?__COMPpI?(-----------------------

BTATION
POLE DIST. FROM CENTER
PRESENT ROAD DIET. FROM CENTER
PROJECT Dlllf. CENTER PROJECT
AFTER MOVING

NUMBER
LT.
RT.
LT.
RTC.
LT.
RT. REMARKS
3Z+(p4D - ) 7' 15' vovE uy WIRE OFF Mnln - 21 w
y3475 T5oos1 2y Z3 POWER FbcE U.K.
S,S* Z S F59517 29' Z 3' POWER POLE (O. K.)
S(o+85 _ )5l 14' MOVE Pow R ME (OFF IYMA)
59f85 60 move Guy W)RE >- M)41)VT. P)w
764 80 5(o ) Z ' I Z' _ MOVE PowER 60cF ON q? NT. R
79/35 55 ZI Zl POWER P61-F o. r,)
97+70 5y S I S MOVE W POL .. ON MA?N7 Rivi)
87455 53 Iy 15' POWER POLE 0.K.
90foo 52 13' )4' MOVE P00ER POLE 10V MAIN? R ?v
92, 05,0 51 11 1 21
MOVE oWER POLE ON AIP)IV7 R)vv
?Y480 Sd I S' 1 ql r&)VE POWER LE (ON MAIIVT R
96,4 Go - /2 I moVE POWER POLE FF tng1NT R)?n,
)00455 y8 g /0' OVA OWER POLt ON MAWNT. ins
1024 Z5 y7 10' 8 V PowER POLE ON MA)NT. Owl
)Dyf 56' yG 8 1 9, VF POWER POCE ON MAINT. Iw?

POLE DATA MPN 61-03447
PROJECT ___S R _I 3 ZZ _______________ COUNTY _ IRAN 5 yC V/9 NI A
----------
---------------- Sheet---------- of_ Z
OWNER OF POLE LINE __-CI TI ZEN _TEIEPNaA/F _CoMPANY______________

STATION
POLE DIOT. /ROM CENTER
PRESENT ROAD DIST. FROM CENTER
PROJECT 1311114. CENTER PROJECT
AFTER MOVING

NUMBER
LT.
RT.
LT.
RT.
LT.
RT. REMARKS
2 4 9 0 ) I G, 16' bV PEDF STp C FF M ?
9490 77 ?to ' /4, 11 . ,I I, I, it
11+60 19 VF kEDES7,41 ONfAA);V . R
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33+10 70 ) Z 11 ' I I It II ,I
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PIPE SCHEDULE
PROJECT: S R i3?-2 COUNTY: :2AtJS 7 L-VAN 1 A SHEET I OF
STATION EXISTING PROPOSED REMARKS
DIAMETER LENGTH SK DIAMETER ENO
o P
St DO "
3
70

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9 9+ 0
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30
00+ '" Z o 0 P

EROSION CONTROL
DETAILS AND
SPECIFICATIONS
Std. # Ddscrimlion Symbol
Pipe Outlet Dissipator 000
0000
245.03 Temporary Silt Ditch

245.05
Temporary Diversion
------------ ------------ 7SD --
893.01 Temporary Silt Fence --------
890.05 Temporary Slope Drain with Earth Berm ?- ..........
Silt B
i
T
A
as
n
ype
.................... ............. ------------
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
. :
.
:

894.01 ....
.......
...
.
......
Ulcpv°
Rock Silt Screen ........ .................................... ------
3
245.04 Stilling Basin
Rock' Inlet Protection:
896:01 Type A ----------------------------- -- All OR --A
896.02 Type B ................. ........... B - OR • B ) -----
896.03 Type C ................................ C : OR - C)) ----
Rip Rap Class "B" .............. .. 00 00 0
00000.
Ditch Liner Class "A" .......... .. x x x
xxx
Note: Type B Silt Basins will be used in conjunction with A Terporary Rock Silt Check -
Type B unless otherwise specified.
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 With Wire Without Wire
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
Silt Basin Sizes
7?
2T
Silt Basin - 1
(S.B. 7)
142
2:E

Silt Basin - 4
(S.B. 28)
Silt Basin - 3
(S.B. 21)
2T Length of Disturbed Area = 100'
?
2e/

Length of Disturbed Area = 200'
Length of Disturbed Area = 300'
Length of Disturbed Area = 400'
„Basin Sizes based on 600 cubic feet of storage per acre. Basins to be cleaned
out after every storm event and when basins are half full.
Silt Basin - 2
(S.B. 14)
ILT DASIN HYPE-k3: '
A silt basin type-B is a temporary basin built to collect sediment flowing through a
inage way. The silt basin is built at the base of the ditch with its length being at
it, t.2 times the width of the basin. The type-B silt basin is generally built in
F'. function with temporaryrock silt checks and other devices that control or slow
u jwn 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 C?tT?
S -S-ee Silt Basin Sizes Typical.
1
t` 23 March, 1992

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STATE OF 17-95 ENGLISH STANDARD DRAWING FOR ? 04
U
N ORTH CAROLINA TEMPO RARY ROCK SILT CHECK TYP E .
DEPT. OF TRANSPORTATION . M
DIVIST^N OF HIGHWAYS F- c7
R:: IGH, N.C.
T
SECTION 1042
-RIP RAP MATERIALS
1042-1 PLAIN RIP RAP.
Stone for plain rip rap shall consist of field stone or rough unhewn quarry stone. The
stone shall be sound, tough, dense, resistant to the action of air and water, and suitable in all
other respects for the purpose intended. Where broken concrete from demolished structures
or pavement is available, it may be used in place of stone provided that such use meets with
the approval of the Engineer. However, the use. of broken concrete which contains
reinforcing steel will not be permitted.
All stone shall meet the approval to the Engineer. While no specific gradation is
required, the various sizes of the' stone shall be equally distributed within the required size
range. The size of an individual stone particle will be determined by measuring its long
dimension.
Stone or broken concrete for Rip Rap shall meet the requirements of Table 1042-1 for the
cla-q and size distribution.
TABLE 1042-1
ACCEPTANCE CRITERIA FOR RIP RAP
AND STONE FOR EROSION CONTROL
REQUIRED STONE SIZES - INCHES
CLASS MINIMUM MIDRANGE MAXIMUM
A 2 4 6
B 5 8 12
1 5 10 17
2 9 14 23
No more than 5.0% of the material furnished can be less than the minimum size specified
nor no more than 10.0% of the material can exceed the maximum size specified.

PIPE INSTALLATION
All pipe installed on the project will be installed using the standard method of pipe
installation - Method "A", Standard No. 300.01 of the NCDOT - "Roadway Standard
Drawings".
All pipes shall be laid in accordance with Section 300 of the North Carolina Department of
Transportation "Standard Specifications for Roads and Structures", July, 1995. Pipes will
be installed in the dry wherever possible.
Pipes laid in streams large enough to support trout will be installed six (6) inches below the
stream bed to allow the bottom of the pipe to silt over so that trout movement will be over
a natural stream bed.
Typical Section
Showurg Proposed Work , Erosion Control - In Butler Zone
Proposed
Slope
No grading to
be done on creek Butler
side of excisting Zone
roadway. f ---j
\ T
\ St
Existing
Slope
Grade; Base, and Pave Proposed
Widening
(Cut Side)
Berm shall be constructed on shoulder and will be maintained throuLmout
construction. The roadway is to be sloped to the cut side where possible. If not
possible, water ".U be released th a dovm siop'e pipe or ston_ lined ditches.
g606U
::........:._. 401 ISSUED.'
DEM 11): ACTION ID; RECEIVED
Natigfiwide Permit Requested (Provide Nationwide Permit #);
v1
JOINT FORM FOR
. EDIVIFtONMENTAISCIENCES
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL, 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
ATTN: CESAW CO-E Raleigh. NC 27626-0535
Telephone [phone] ATrN: 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 PRINT. / _
1. Owners Name: /,,Y 1: -Do
2. Owners Address: /?d, 156.e 5-192, 1-okse. Sl?e eZ87¢-2
3. Owners Phone Number (Home): (Work):D18
4. If Applicable: Agent's name or responsible corporate official, address, phone number.
es's " Sa 1" e. Cc s a- e-
5. Location of work (MUST ATTACH MAP). County:
Nearest Town or City: R65 rn al-)
Specific L•ocadon*(Include road numbers, landmarks. etc.): Re .°•/ 4,1- i%/-7??r?'r. e, ??,.
30 9 dri ?S'? /3 z 2 - C ?r1 T/:7 i[ G , %-7 4 cc C e Ay !7 74,- / o
??S an c o ,? ?d Gd0 ` 1-4, ?/7e .?nc?o 7? pro 'c L .
6. Name of Closest Stream/River. -_-? 4,-.7 alCr e?
7. River Basin: Areneli A-e4, / •'re,?
8. U this project located in a watershed classified rou A4f?OItW, WS I, or WS 11? YES [e NO [ ]
9. Have any Section 404 permits been previously requested for use on this property? YES (] NO [ti-]?
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 project:
Filled: 0-03 e-c.
Drained:
Flooded:
Excavated:
Total Impacted: 0.0 3 a- e.
12. Description of proposed work ( ttach L-A/NS-8 1/2" Y 11" drawin
13. Purpose of proposed work: Se G
only): - /V? S /32Z
i o i7 .
14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures
taken to muiitnize wetland impacts. _ ? e fZ
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Manne.Fisheries Service
(NNM) regarding the presence or any Federally listed orproposed for listing endangered or t1tr=tened species r cn'tical
habitat in the permit area that may be affected by the proposed 7
project. Have you done S07 YES ?'NO [ )
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
16. You are required to contact the State Histbric Preservation Officer (SHPO) regarding the presence of historic
properties in the permit area which may be affected by the proposed project? Have you done so? YES NO )
RESPONSE FROM THE SHPO S1=COULD BE FORWARDED TO CORPS.
17. Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, ahd lakes on the property-
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. If a stormwater management plan is required for this project, attach copy.
E. What is land use of surrounding property? ?•i
F. If applicable, what is proposed method of sewag 's ?
wn ature Date
A.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT 5R 132Z (DiA•Mon1D GREEk RoA-D)
LOCATION 13FG,n1 q-t- =gi-EpSECT-ioi? of _SR 1309 *tib SR 13ZZ A-nID c014TIHM5 ink
AN 'EASTERLY D?REG-riON FoR A ToTRL Di5Ti4nlGE OF /O?foDD' FED To -rHE LNil
-O F PRai EGT.
WORK TYPE GAAbE_, DRA id., A-SG,, PAVE AND ERaS/,od C.O/dTIZOL
WORK ORDER G. oozo9o (-rcmP? PRIORITY #7 F RURAL
COUNTY - -RAMS yL VA IV I A RIGHT OF WAY Jr?
DATE SI7I9? SCALE ??_ •
I - 1 Do
NOTES
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501-01
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POLE DATA MPN 61-03447
PROJECT 13Z2________________ COUNTY _TR/1/Y (_Y6R- -------------------- 2
-- - Sheet---------- of----
OWNER OF POLE LINE _11BY_wOOD _ Ec?cT.Ff?__COMPAIwr! _________________________---------------------

TION
POLE 019T. FROM CENTER
PRESENT ROAD DIET. FROM CENTER
PROJECT DIST. CENTER PROJECT
AFTCR MOVING
STA
NUMBER
LT.
RT.
LT.
RT..
LT.
RT. REMARKe
3Z-f&0 )7' ?S MOVE uY WI E OFF MANVT. OW
y347S 7-5-005-1 zq z3' POWER Po(_ E U.K.
55-* 2S F59517 2Y Z 3 POWER POLE (U. 0
Slcf 85 - 1 S' 1 y MOVE FEW R LE OFF MAI
59* 85 Go 16 I (? 1 MOVE GuY W)QE (QrF M)4)1VT. )P)W
7(o f 80 56 1 Z' 1 Z' OVF PowER P&LE ON A t NT. Pill)
79-/35 55 ZI Z! ' POWER POLE 0.0
,7,170 Sy S 15 MME POWF-R POD _ ON MAINT. R
87-155 53 19, 15 POWER POLE U. K.
901,00 5z is' 14' MOUE POWER FUCK V MAI NT. R VV
90-0510 5/ 11 )21 M vE POWER POLE ON MOINT R)w
?9a80 SO 15' 1 y' MOVE POWER cE ON MAIIVT Plw)
9(,4 (DO /2 1 ftVE POWER PULE PF R9p1N7 R)
LL,
100455- y8 8 l0' vE OWER POLE ON MA)NT. w
1024 Z5 y7 10' 8 v PowER POLE ON MAWT. R w
/oyf 56- y? 8 1 9
Jrv?
vE FQWFR PotF ON AIA)A/7

POLE DATA MPN 61-03447
1-7
PROJECT SR_13ZZ _________ COUNTY _ ?RANSAVl9NJA
----------------------------- Sheet---------- of- Z
OWNER OF POLE LINE ___C 1 TI ZEN _TEIE_PNaA/F _CoMPANy_

STATION
POLE DIST. FROM CENTER
PRESENT ROAD DIST. FROM CENTER
PROJECT Dlflf. CENTER PROJECT
AFTEn MOVING

NUMBER
LT.
RT.
LT.
RT.
LT.
RT. REMARKS
;?4 90 I I (D' 160 ' MOVE PEDE 57A L FF M,
9490 77 Ito' llA' ,t 11 1,
11+80 -- 1 y' 19, MOVE PIEDES tIl ON MAIM. MIN)
1(o+2,S 75 2Z' Z2' PEVEsT?t U• K.
23'95 73 17 ?/'' M V PFDFS7AZ (oFF MAIN7 P
28425 77- 17? I5?
31 +2o 7/ 1 Z' I Z ' MOVE PEY3F5741 OFF MAINT. RI w)
33+10 70 12' I1 t, II It It
37+50 (08 I ' I U' It I%
40t75 67
'13445 )5'
y(0*8s 65 10' 10' DUE DeS WC fF MAINT. R1
y7fys (oil
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11 ,•
It !t It
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t) ,? ,t It !'
71 f 90 S-8 )s S /q ' Ir
7346.5 57 15' Iy' it
tr
76480 5 4. / 2 ' I Z ' MOvE EbESTiac (oN ni 14 N7, tPJ

PIPE SCHEDULE
PROJECT: SR 13 ZZ COUNTY: nAtJS' L.VAM 1 A SHEET I OF
STATION EXISTING
DIAMETER LENGTH SK
o PROPOSED
DIAMETER ----LENGTH S REMARKS

P

Zo-30 15" :io' o° "
Df90 '• 0 r?
4 o Ig -30' C/o"
Z 7+.5c " oa hA P L-i VF_ TF L -r--7
Z '9+ „ S. ,-

-9 7 + I oo
t 0 '' v ?' L?VE InI ATP T --,-
9
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Ov
70-45 1 fl a-5, 00 „ „
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70L ' LT L ?T
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100+60 " Z o ° p

EROSION CONTROL
DETAILS AND
SPECIFICATIONS
Std. # Nscription Symbol
Pipe Outlet Dissipator 0°0 0
0000
245.03 Temporary Silt Ditch
...--• ........................ 7SD
245.05 Temporary Diversion
893.01 Temporary Silt Fence --------
890.05 Temporary Slope Drain with Earth Berm E - ..........
Silt Basin Type A I
• ................................ ------------
245.02 Silt Basin Type B
YPe .....................----------..-.-....... E ---
892.04 Temporary Rock Silt Check Type-A
895.10 Temporary Rock Silt Check Type-B ............)p - ------------
892.01 Temporary Rock Sediment Dam Type-A
892.02 Temporary Rock Sediment Dam Type-B ,_- ------------
897.01 Rock Pipe Inlet Protection ------------.................... ..
894.01 Rock Silt Screen ....... ................ * 245.04 Stilling Basin
Rock Inlet Protection:
896.01 Type A .............
896.02 Type B .............
896.03 Type C
Rip Rap Class "B" ..
Ditch Liner Class "A"
A - OR -A)
B [3-- OR B))
C : OR - C )
00000
00000.
x x x
xxx
Note: Type B Silt Basins will be used in conjunction with A Temporary Rock Silt Check -
Type b unless otherwise specified.
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 CP=RIA:
Material With Wire Without Wire
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
Silt Basin Sizes
Silt Basin - 1
(S.B. 7)
3?
14'
2 ?I

Silt Basin - 4
(S.B. 28)
Silt Basin - 3
(S.B. 21)
t \28,
Length of Disturbed Area = 100'
Length of Disturbed Area = 200'
Length of Disturbed Area = 300'
Length of Disturbed Area = 400'
*Basin Sizes based on 600 cubic feet of storage per acre. Basins to be cleaned
out after every storm event and when -basins are half full.
Silt Basin - 2
. (S.B. 14)
XT BASIN TYPE-B: '
A silt basin type-B is a temporary basin built to collect sediment flowing through a
inage way. The silt basin is built at the base of the ditch Nvith its length being at
it, t 2 times the width of the basin.
The type-B silt basin is generally built in
junction with temporaryrock silt checks and other devices that control or slow
t,,jwn 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 ocher devices used in
drainage ditches.
DESIGN CRnTyjA: '
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STATE OF 17-95 ENGLISH STANDARD DRAWING FOR ? 04
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' c
NORTH CAROLINA TEMPORARY ROCK SILT S
CHECK TYPE
DEPT. OF TRANSPORTATION - M
DIVIST^N OF HIGHWAYS W
R;; - IGH, N.C. _ ,..
r-
SECTION 1042
RIP RAP MATERIALS
1042-1 PLAIN RIP RAP.
Stone for plain rip rap shall consist of field stone or rough unhewn quarry stone. The
stone shall be sound, tough, dense, resistant to the action of air and water, and suitable in all
other respects for the purpose intended. Where broken concrete from demolished structures
or pavement is available, it may be used in place of stone provided that such use meets with
the approval of the Engineer. However, the use. of broken concrete which contains
reinforcing steel will not be permitted.
All stone shall meet the approval to the Engineer. While no specific gradation is
required, the various sizes of the' stone shall be equally distributed within the required size
range. The size of an individual stone particle will be determined by measuring its long
dimension.
Stone or broken concrete for Rip Rap shall meet the requirements of Table 1042-1 for the
cla,-q and size distribution.
TABLE 1042-1
ACCEPTANCE CRITERIA FOR RIP RAP
AND STONE FOR EROSION CONTROL
REQUIRED STONE SIZES - INCHES
CLASS MINIMUM MIDRANGE MAXIMUM
A 2 4 6
B 5 8 12
1 5 10 17
2 9 14 23
No more than 5.0% of the material furnished can be less than the minimum size specified
nor no more than 10.0% of the material can exceed the maximum size specified.

PIPE INSTALLATION
All pipe installed on the project will be installed using the standard method of pipe
installation - Method "A", Standard No. 300.01 of the NCDOT - "Roadway Standard
Drawings".
All pipes shall be laid in accordance with Section 300 of the North Carolina Department of
Transportation "Standard Specifications for Roads and Structures", July, 1995. Pipes will
be installed in the dry wherever possible.
Pipes laid in streams large enough to support trout will be installed six (6) inches below the
stream bed to allow the bottom of the pipe to silt over so that trout movement will be over
a natural stream bed.
r

Typical Section
Showing Proposed Work-, Erosion Control - In Butler Zone
Proposed
Slope
No grading to
be done on ere-k Buffer
side of existing Zone
roadway. F---]
T
St
Existing
Slop-,
Grade, Base, and Pave Proposed
«'idenins
(Cut Side)
Bean shall be constructed on shoulder and ti=,ill be maintained LhrouQiiout
construction. The roadway is to be sloped to the cut side where possible. If not
possible, water v,-ill be released thus dov,n slope pipe or stun ° lined ditches.