HomeMy WebLinkAbout19960034 Ver 1_Complete File_19960118State of North Carolina
Department of Environment, fflk?IWA IT Health and Natural Resources • 0
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary C) E"F1
A. Preston Howard, Jr., P.E., Director
January 22, 1996
Henderson County
DEM Project # 960034
APPROVAL of 401 Water Quality Certification
Mr. J. J. Swain, District Engineer
NC Dept. of Transportation
P.O. Box 5189
Horse Shoe, NC 28742
Dear Mr. Swain:
You have our approval to place fill material in 0.023 acres of wetlands or waters for the purpose
of grading and paving SR 1702, Edney Inn Road, as you described in your application dated 8 January
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. In
addition, you should gel 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 Environmental Management under Section
401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-
1786.
Sincerely,
I
reston ar?d Jr. P.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Central Files
960034.1tr
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
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JP-
-
GOVERNOR
Mr. Steve Chapin
U.S. Army Corps of Engineers
37 Battery Park Avenue
Room 75, Grove Arcade Bldg.
Asheville, N.C. 28801
JAN 1 8 ?
.... _ a
SUBJECT: SR 1702, Edney Inn Road
Grading and Paving
Henderson County
Dear Mr. Chapin,
Please find enclosed herewith erosion control plans, application form for a Nationwide Permit, and a
county map section locating SR 1702, Edney Inn Road, in Henderson County. SR 1702 is a gravel road
that we propose to clear, grub, grade, replace/ pipes, and pave for a distance of 0.85 miles. Grading will be
moderate.
We are requesting permission to replace pipes in live streams noted on plans at survey stations 29+00.
35+50, and 42+20. 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 mirnimize 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
Little Creek 3+20 - 4+50 Lt..
Little Creek 17 + 20 - 21 + 00 Rt.
Little Creek 30 + 75 - 33 + 00 Rt.
Little Creek 41 + 00 - 42+ 20 Rt.
DIVISION OF HIGHWAYS GARLAND B. GARRETT JR-
SECRETARY
P.O. Box 5189
Horse Shoe, N.C. 28742 RECEIVE
January 8, 1996
jh% 1 61996
EMVIROWN t u01EWES
M
Mr. Steve Chapin
Page 2
January 8, 1996
Please note that we do not propose to disturb fill slopes in these locations with the exception of pipe
placement/replacement at stations 4 + 40, and 42 + 20. 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.
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 ofthis 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 advise..
JJS/WHR/ng
attachment
cc: Mr. Richard Phillips, P.E. , Regional Engineer DEHNR
Mr. E.L. Ingle, Area Roadside Environmental Engineer
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. David Yow, District Fisheries Biologist, NCWRC
Mr. S. A. Brittain, County Maintenance Engineer
DEM ID: q6 003 _ ACTION ID: 401 ISSUED
Nationwide Permit Requested (Provide Nationwide Permit #):
U
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 284021890
ATTN: CESAW CO-E
Telephone (919) 251-4511
WATER QiJALTTY PLANNING
DIVISION OF ENVIRONMENT
NC DEPARTMENT OF ENVIRC
AND NATURAL RESOURCES
P.O. Box 29535
Raleigh, NC 27626-0535
ATlN: MR. JOHN DORNEY
Telephone (919) 733-5083
n
11
i t
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD 13E SENT TO ? Y ?? 1' A.Ul PLEASE SEVEN (7) PRINTCOPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT.
.
1. Owners Name: _ UC t)C)T
2. Owners Address: -P L (fit )x F 129 I ?? rce? ht-,a si(` P rt42
3. Owners Phone Number (Home):
(Work): 064) P9I - 7 Q I ( .
4. If Applicable: Agent's name or responsible corporate official, address, phone number:
5. Location of work (MUST ATTACH MAP). County: N e nrlp f- Or)
--
Nearest Town or City: )n+ r
Specific L•ocation'(Inciude road numbers, landmarks, etc.):
iiS 4.(}no i''1n7 and 'PC' 4i Sr-,, CIL
E) A 76 t ,ee j fir, Y1 P ?'r,r i !` 4 ?r?n i e r+
6. Name of Closest Stream/River. t4 le ('rr-e 14
7. R1vcrBasin: 'Rrcr:rl.- 12; v(-r-
8. Is this project located in a watershed classified as(jjj? SA, HQW, 'ORW, WS I, or WS IN YES [e f NO [
9. Have any Section 404 permits been previously requested for use on this property? YES { ] NO [ 4?
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:
Drained:
Flooded:. .
Excavated:
Total Impacted: tl . c) 21 Q-, rp
12.. Description of proposed work (Attach PLANS-8 1/2" X 11" drawings only): } t d C
13. Purpose of proposed work: SeC A tc 4 ,
14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures
taken to minim wetland impacts.
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 or critical
habitat in the permit area that may be affected by the proposed project. Have you done so' . _ YES
NO C ]
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
16. You are required to contact the Stato Historic 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 [v]' NO ( j
RESPONSE FROM THE SHFO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, afid lakes on the property.
B. If available, representative photograph of wetlands to be impacted by pmject-
C. If delineation was perforrncd by a consultant, include all data sheets relevant to the placement of the
delineation line.
D. If a stonnwater management plan is required for this project, attach copy.
E. What is land use of surrounding property? _ -RI s r,r i Q ?? ?•ro ?l i
F. If applicable, what is proposed method of
Ob
EROSION CONiTROL
DETAILS AND
SPECIFICATIO14S
NOR'I•II CAROLINA DEPARTMENT OF TRANSPORTXI*ION
DIVISION OF 11IGHWAYS
SECONDARY ROAD SURVEY
d? T_ ? _ .rJ
SUBJEC'T' -SR 1702 (EOPJEY' I NN RO.)
LOCA'T'ION WG IN AT THE iNTERSrCT iON or= US Ga ANO SR (-(OF- AN?J Got.ITINUE
S
Soun-I FoR A-roTal- O s-rANcE OF 4,-470' F-F- To THC ENO pF PRoSEc.T
WORK. TYPE,
. &RAQF, ORA t N, Azc., PA\IEI EROs I o-? CO1VTR0L_
WORK ORDER G.9E?-l 7G - 1 Ei\'\P PRIORITY 5z RES/sur.-
COUNTY t-IF?JoEPSoN RIG11'TOFWAY So,
DA'Z'E
I SCALE. I,i: ? oo•
NOTES
SEC ATTACHrA N T
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EROSION CONTROL
DETAILS AND
..:'SPECIFICATIONS
Std. # ??[,Qlk a
pipe -OU"let d 15i pai-o1"
245.03. Temporary Silt Ditch _..._..__. -_.--.
245.05 Temporary Diversion .............................
Temporary Silt Fence ...................... 890.05 Temporary Slope Drain with Earth Berne ..........
+-
245.01 Silt Basin Type A
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 Type-A
897.02 Rock Pipe Inlet Protection Type-B --_-_ -__
894.01 Rock Silt Screen
245.04 Stilling Basin
Rocl. Inlet Protection: LLq-
896.0.1 Type'A --• A r0j-_ OR A
------------------------ ...... B F B
896.02- Type B
896.03 Type C ------------------------------- C U- OR C
C lass l3 ? Xx
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Oom ENGLISH STANDARD DRAWING FOR 17-951 STATE OF
co GUIDE FOR RIP RAP AT PIPE OUTLETS NORTH CAROLINA
• [DEPT. OF TRANSPORTATION
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ENGLISH STANDARD DRAWING FOR 7-95
m
STATE OF
w ? TEMPORARY ROCK SILT CHECK TYPE 'B' NORTH CAROLINA
o DEPT. OF TRANSPORTATION
p " DIVISION OF HIGHWAYS
N RALEIGH, N.C.
o 17,
'. `???'r.. w:}; fit:: /.,, i..?Y'. ::,... :" •; I•!^'?'•A,?:•'i. .,:1 %•.11?.•!•\•? , ,?1•? /'•!/.•?•?'•' •
ININGS •'i,:' ';ts ..ra:. • s ,, Y! ti<
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_ ?,••? •'?tr ,,,??,. •;,' Y?f?:,,.,?•,;r•?,?,:'1•'l;i''a' •'• Iu:CCillll('1]ded ''realai)ent
UP 't O /?Zi '? ''':'y? •?: ':';•r'•. •L'•t?f,; ..'•: /;' ` ., strata and
.tlian4 l% `arid less = than ;5% ?,?/:'?`••f Fiberglas
greater; • _, ,, .':;;
,;,;.? :.?,?•••:7v.:cih.. .d n_i.:t'.>• ?.."••. i<•• f .;: r,; ? 2}CC21Slor
zip rap
greater:;than.:?5? ^:.
'•}:,:`: ?. t:+.:. fit, r' ?:. .1.,.•t•:' %? :SvL.t, ir:';J`„?If: ,>?
t; .'i : r.! : t:.t:.;..7::•" -?'. =L:: t. ' y...j ?,IF1?:?;y .l? r:t• .
tack
roving or higher velocity
+'(•?,?' ;: F_'• .. :'i,;A'';;;;-t.?'i?j?4 •I•" •. •1 " f• and filter cloth can be
ss 'size thicluiesP ?
determined b {District Engineer
?,?• ? :?; nl. .• : ::: ^:i., :. ?.. k');?.. '?. ?•r. .tj.9.•:yt tai .., ..t nl: :
_ avated sufficiently to a11oW placement
°? .: •'•`? •?':'`"•? channels"should be e.c
r` the finished inside
:. •;•.: :, .;•.; ?..,;..(': o the
`rip. rap' in a nlaruier such that
':';•??. .,:;; ;'
`?•-?'? ? and • grade "of the rip rap .meet design
?
lleI1Sl01"l5
•;:?:. ,..•.: ::?,. ":??::•.-:?;?;.?'•dli
specificat
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• c,': "!"v a.;••: ,t is • , /' ' ,' •
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.
Silt Basin Sizes
21
Silt Basin - 1
(S.B. 7)
d
3?
Length of Disturbed Area = 100'
Length of Disturbed Area = 200'
Length of Disturbed Area = 300'
Length of Disturbed Area = 400'
Silt Basin - 4
(S.B. 28)
-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 - 3
(S.B. 21)
Silt Basin - 2
(S.B. 14)
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W M ENGLISH STANDARD DRAWING FOR STATE OF
_
° METHOD OF PIPE INSTALLATION
F
NORTH CAROLINA
° -? P,
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O
F TRANSPORTATION
METHOD 'A' rvrcrnti nF WTr_uwevc
POLE DATA NPN 61-03447_
PROJECT 29_-r7o2 ADNE% ,6MN ZD-A- COUNTY -llElY!???&S9 L&-_---_-_ /
------------ Sheet---------- of----
OWNER OF POLE LINE
DIST. /ROM CENTER DIST. rnOM CENTER DIST. CCNTEn PROJECT
POLE PRESENT ROAD PROJECT AFTER MOVING
STATION REMARKS
Numman LT. Rr. LT. RT. LT. RT.
?04 so 4WFR POLE
38-jL/D
13
flto?cc.T SR 1702(kwary tPlAl 1R1? cov r.! ry FRS0N SN r a:
'. ExIST11?1? PRoPoSED
3rATIot1
owNCQ -
LCNGTN
5X C%4
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t_c,16rl1 -
'SKkEW FZE MARKS
y440 zy" 3 9p0 ---
294oo 20 90? m -(tIVF WATFP0 LTART
St5'o •2LI ZU' 1190° _ rr1P (LW? LTj RT
2125 3l0' 20' /?? _ CmP (LvV) LT>RT
ATTACHMENT "A"
I)
The right of way is measured /!n ft. on the wes-F side of the
center line of said proposed road from a point 5 ft. NO R Th! of the
NORTNF,qST corner of the 6pRpC'? to a point 5 ft. Sot -r IA
of the s [Tly,?: 9ST coiner of said 4'14 RAI Z
3q495-.---> L/D42Y
The right of way is measured 'ft. on the side of the
center line of said proposed road from a point 5 ft. of the
corner of the to a point 5 ft.
of the corner of said
The right of way is measured ft. on the
center line of said proposed road from a point 5 ft.
of the corner of said
The right of way is measured ft. on the side of the
center line of said proposed road from a point 5 ft. of the
corner of the to a point 5 ft.
corner of the to a point 5 ft.
of the corner of said
The right of way is measured ft. on the
center line of said proposed road from a point 5 ft.
corner of the to a point 5 ft.
of the
comer of said
side of the
of the
side of the
of the
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