HomeMy WebLinkAbout19960682 Ver 1_Complete File_19960719State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt,Jr., Governor
Jonathan B. Howes,Secretary
A. Preston Fbward, Jr., P.E., Directo r
Q??
C) FE F=1
July 29, 1996
Transylvania County
DWQ Project # 960682
APPROVAL of 401 Water Quality Certification and ADDITIONAL, CONDITIONS
Mr. J.J. Swain, Jr.
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 0.01 acres of wetlands or waters for the purpose of
paving SR 1523 at Brevard, N.C., as you described in your application dated 9 July 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. 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. The applicant is
reminded to install type A erosion control measures since the impacts occur in the trout watershed. In
addition, you should get any other federal, state or local permits before you go ahead with your project.
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 Dorsey at 919-733-1786.
Sincerely,
A. Prest n Howard, Jr. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
960682.1tr
Division of Water Quality - Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959
An Equal Opportunity Affirmative Action Employer - 50% recycled/10% post consumer paper
srn? ?
960682
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR.
GOVERNOR SECRETARY
P.O. Box 5189
Horse Shoe, N.C. 28742
July 9, 1996
Rec
,oe
0- g \996
?D(d ?RON?N? A^ ?C1EN?S
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 1523, Kemp Road
Transylvania County
Dear Mr. Baker,
Please find enclosed herewith erosion control plans, application form for a Nationwide Permit,
and a county map section locating SR 1523, Kemp Road, in Transylvania County. SR 1523 is a
gravel road that we propose to clear, grub, grade, replace/extend pipes, and pave for a distance
of 0.29 miles. Grading will be moderate.
We are requesting permission to replace and extend a pipe in a live stream noted on plans at
survey station 9+60. 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, we are asking Mr. David Yow, N.C. Wildlife Resources Commission, to
comment directly to the Corps of Engineers concerning the Nationwide Permit request. 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.
?a
I
Mr. David Baker
Page 2
July 9, 1996
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 advise.
Sincerily Yours,
. J. Wayh, Jr., P. E.
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
_..ACTION ID;
D1M ID:
Nationwide Permit Requested (Provide Nationwide Permit #); ___ aCh`?
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
ATTN: CESAW CO-E
Telephone (919) 251-4511
WATER QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIRONMENT, HEALTH,
AND NATURAL RESOURCES
P.O. Box 29535
Raleigh, NC 27626-0535
ATTN: MR. JOHN DORNEY
Telephone (919) 733-5083
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD B E SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT. ,? /
1. Ownczs Name: / YC 0D _
2. Owners Address: POI SOX: 518911 Mo r,f e- c??? e., /Y C ?? J¢ Z
3. Owners Phone Number (Home): (Work): (M)- 991/- 75>,//
4. If Applicable: Agent's name or responsible corporate official, address, phone number:
J. .J , c?lla,'.7? ?r. / . G• [?i i7ee-
5. Location of work (MUST ATTACH UkP). County: ?? •? ???: s.
Nearest Town or City:. -
f;c L•ocation'(Inciude road numbers, landmarks. etc.): 13e-4 i7 ,f,
C ?S? 115-Z ?S'/? /° / Z. qnC/ C'e? hu i7 a_ ,,7d s?I L1 /.?L° Ir ,7
r 71-0 6Z/ /STAw ee a `O, 2 9,,7/) A /"?e e,,741,0/ ??roi°e el' .
?
6. Name of Closest Strearn/River. v
7. River Basin: ?re? ct? . B,- o a d R ' ? r
S. Is this project located in a watershed classified Troll A, HQW, ORW, WS I, or WS II? YES (1]' NO ( ]
9. Have any Section 404 permits been previously requested for use on this property? YES (] NO
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: O. 4/
I1. Number of acres of waters of the U.S.. including wetlands, impacted by the proposed project:
Filled: D• D /
Drained:
Flooded:
Excavated:
Total Impacted:, D. o /
12. Description of proposed work (Attach PLANS-8 1R" X 11" drawings9nly) A Ciei2 0 e? j_24 ?ee-,
523 Alen-)p oa? 1-e, It ie'?1 XecL//Orf ,rc!e: ?114eX,i7e'l?7,-?
13. Purpose of proposed work: s? a /Z
14. State reasons why the applicant be?11'ieves th "s ar ivity m?t be coed out in wetlands. Also, note measures
taken to minimize wetland impacts. e. e
?5 er.C/J • s_
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service
(NMFS) regarding the presence or any Federally listed orproposed for listing endangered or threatened species critical
habitat in the permit area that may be affected by the proposed project, Have you done so? YES [NO [ l
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 o historic
properties in the permit area which may be affected by the proposed project? Have you done so? YES t-T NO
RESPONSE FROM THE SHPO SHOULD 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 requi
E. What is land use of surrounding property;
F. If applicable, what is proposed method of
M
NORTH CAR OF TRANSPORTATION
DIVISION ; -AYS
SECONDARY ROAD SURVEY
960682
SUBJECT SR 15 Z3 (K EMP RD) -
LOCATION 6E.G IN AT THE INT-R5EGTIoN OF 5R 15Zl ANO SR 1523 ANO GON-r INUE
IN'A NORI I F-R --Y D IREGTION FOR A ToTAL. O ISTANCE OF 1,520' To Ti-AE ENO
OF PROSEC,T.
WORK TYPE GRADE, ORA I tJN A Q G It PAVE, A40 ER0510 W C.ON T ROt_
WORK ORDER 0 0 20 9 0 - TI=Mf PRIORITY ?-+ SOB R ES
COUNTY TR ANS`(LV A N I A RIGHT OF WAY
DATE ?/I TI9? SCALE _
I -loo
NOTES
4
I ..
45'-0'
RIGHT OF WAY
SHOULDER PAVEMENT SHOULDER DITCH
( (
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1'PER FT. V4 ifT. Vd iFT. 1`P R FT. .S?
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LOCAL RESIDENTIAL ROAD
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NORTH CAROLINA
TIMOTHY GALLARo LAX
57Rf-'AM
NO i RA MITCHELL
O 2550 RANCHO OR,
R I VER5IOE. GA 9Z50 7
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LORETHA KtJOX
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GREVAROA NC 287?Z
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PO 130X 33 8
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MAPLE hi F_ ? C 14-fS 10 N If 4-137
POLE DATA MPN 61-03447
PROJECT _-- SR. J52 - ------------- COUNTY --T YLVA J 1X ------------- Sheet----- j---- o#_ Z
RHr15---------`
OWNER OF POLE LINE --- UKE
----- P-O W E R c0M PA-4Y
--------------------------------
-----------------------------------
STATION
POLE DIST. FROM CENTER
PRESENT ROAD DIST. FROM CENTER
PROJECT DISY. CENTER PROJECT
AFTER MOVING
K
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RT.
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LT.
RT. REMAR
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POLE DATA MPN 61-03441
. ------ RJ S 5 3 ____________ COUNTY ___ -T________RH s
PROJECT
_Y.LYJA-l!!p ------ _------- Sheet-
OWNER OF POLE LINE __ C rT !? ?? T6L??f/oNT= GOMPAM Y
------------------- ----- ----------------------------------------------
018T. FROM CENTER 019T. FROM CENTER bisl . CENTER PROJECT
POLE PRESENT ROAD PROJECT AFTER MOVING
STATION REMARKS
NuNRER LT. RT. LT. RT. LT. RT.
(o -f -715 Q/- 371- 1 /2 S ? T?,EI?ST?G . /<.
11-1-186 1A0VC
PFD/oFF?tA,?.A7lr,?/r
PIPE SCHEDULE
PROJECT: SR IS Z3 COUNTY: RAds f {. \ AN l A SHEET I OF
STATION EXISTING PROPOSED REMARKS
DIAMETER LENGTH SKEW DIAMETER LENGTH 11 SKEW
0+10 '' 9o° lc-mp
EROSION CONTROL
DETAILS AND
SPECIFICATIONS
td. # .Qcrin? tion S=bol
245.03 Pipe Outlet Dissipator
.........................
Temporary Silt Ditch
..
000 0
o 0 0 0
245.05
Temporary Diversion "-
•
893.01 Temporary Silt Fence -___ „D - "--
890.05 Temporary Slope Drain with Earth Berm
..........
245.01
245
02 Silt Basin Type A .................... ....
..... --==---=
-- ---
_E)
. 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 T
YPe-B -••-•---•- ---
897.01 .-
Rock
Pipe Inlet Protection ?
-
-----------
894.01 ................................
Rock Silt Screen ................................
---
245.04 ......
Stilling Basin ....
Rock Inlet Protection:
896.01 ..
Type A [IOR -- A
896.02 Type B ............................... B ..OR • B -----
896.03
Type C C)) ----
Rip Rap Class "B" ................ x x
x kX
Ditch Liner Class "A" ............ 0000
0000
Note. Type B Silt Basins will be used in conjunction with & T
, erTorary Rock Silt Check -
Type B unless otherwise specified.
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ENGLISH STANDARD DRAWING FOR 7-95 . STATE OF
GUIDE FOR RIP RAP AT PIPE OUTLETS NORTH CAROLINA
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, N.C.
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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.
Silt Basin Sizes
7?
Silt Basin - 1
(S.B. 7)
14
Z?
r
Silt Basin - 3
(S.B. 21)
C \28,
Z?
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)
Silt Basin - 4
(S.B. 28)
ID
A-silt basin type-$ 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 lencth being at
least 2 times the width of the basin. The type-$ silt basin is generally built in
conjunction with temporaryrock silt checks apd 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 tempor
aryrock'silt checks and other devices used in
drainage ditches.
DESIGN CpxmiA:
• See Silt Basin Sizes Typical.
S
23 March, 1992
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\ . STATE OF "ll ENGLISH STANDARD DRAWING FOR
NORTH CAROLINA TEMPORARY ROCK SILT CHECK TYPE' 'B'
DEPT. OF TRANSPORTATION
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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
class 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.