19981192 Ver 1_Complete File_19981209

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
1 ••
AMI1
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 14, 1998
Surry County
DWQ Project # 981192
APPROVAL of 401 Water Quality Certification and ADDITIONAL
CONDITIONS
Mr. W.O. Atkins, P.E.
District Engineer
North Carolina Department of Transportation
P.O. Box 558
Elkin, NC, 28261
Dear Mr. Atkins:
You have our approval, in accordance with the attached conditions and
those listed below, to place fill material for the purpose of paving SR 1601
(Wilson Road), in Surry County, as you described in your application dated 4
December 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, Non-Discharge and Water Supply
Watershed regulations. This approval will expire when the accompanying 404
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 except as modified below. If you change your project, you
must notify us and to send us a new application. If the property is sold, the
new owner must be given a copy of this 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 214.0506 (h) (6) and (7). For this
approval to be valid, you must follow the conditions listed in the attached
certification and any additional conditions listed below.
Sediment and erosion control measures shall adhere to the design
standards for sensitive watersheds (T 15A:04B .0024).
Division of Water Quality - Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer - 50% recycled/10% post consumer paper
December 14, 1998
Surry County
DWQ Project # 981192
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 or Cyndi Bell at 919-733-1786.
Sincerely,
Attachment
M
O.P?onH o a rd, J?r..
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DWQ Regional Office
Central Files 981192.1tr

4 `

7 DEPARTMENT OF TRANSPORTATION
.i?
4?B. HUNT, JR. E. Noms TOLSON
GOVERNOR SECRETARY
?? STATE OF NORTH CAROLINA
NOVEMBER 04,1998
Mr. Ken Jolly, Office Manager 4,01 ISSUED
U. S. Army Corps of Engineers Regulatory Branch
6512 Falls of the Neuse Road
Suite 105
Raleigh, North Carolina 27615
Re: Project No. 6.742510 - Grade, Drain, Base and Pave SR1601,
(Wilson Road), 1.44 Mile, in Surry County, North Carolina.
Dear Mr. Jolly:
The North Carolina Department of Transportation, Division 11, District I
Maintenance plans to Grade, Drain, Base and Pave SR1601 (Wilson Road) in
Surry County, to improve safety for the traveling public.
(1) Sta 19+00 there is an existing 42' of 24" CMP which we plan to replace
with 50' of 24" BCCS Pipe.
(2) Sta 24+35 there is an existing 40' of 30" CMP which we plan to replace
with 50' of 36" BCCS Pipe.
(3) Sta 28+30 there is an 60"X84" Arch Pipe which we plan to Extend by
10' with BCCS Pipe.
(4) Sta 46+70 there is 36' of 36" CMP which we plan to replace with 50' of
36" BCCS Pipe.
P. O. Box 558, ELKIN, NC 28621
PHONE [phone] FAx [phone]
Page 2
Ken Jolly
December 04, 1998
(5) Sta 48+25 there is an existing 48' of 72" which we plan to replace
with 60' of 72" BCCS Pipe.
(6) Sta 51+60 there is an existing 18" concrete pipe which we will not
replace.
(7) Sta 57+60 there is an existing 30' of 24" BCCS Pipe which we plan
to Extend by 10' on each end.
(8) Sta 63+88 there is an existing 50' of 60" CMP which we plan to
replace with 60' of 60" BCCS Pipe.
(9) Sta 72+10 there is an existing 50' of 24" RCP which we plan to
replace with 70' of 36" BCCS Pipe.
These streams are perpendicular crossings of unnamed streams which are
tributaries to Ramey Creek. This work does involve designated Trout Water.
We are requesting a 404 Nationwide Permit () Maintenance from your
Agency.
?y
I am sending a sketch with the proposed erosion control plan along with
a marked county map.
Also by copy of this letter, I am requesting authorization to proceed under
Section 401 of the Clean Water Act from the Division of Environmental
Management.
If further information is required, please let me know.
Your early review and consideration will be greatly appreciated.
Sincerely,

W. O. Atkins, PE
District Engineer
Page 3
Ken Jolly
December 04, 1998
Enclosures
cc: W. E. Hoke, PE, Division Engineer
R. M. Freeman, PE, County Maintenance Engineer
Matt Gant, PE, Regional Engineer DEHNR
Neil Trivette, Area Roadside Environmental Engineer
Joe Mickey, Mtn. Regional Coordinator
Eric Galamb, Water Quality Certification Unit DEM (7)
t. ,
DEM ID:
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #):
3

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 MANAGEMENT
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 ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME : lUL' D EAA47-lYIcN/ ?F ?T
2. MAILING ADDRESS : 1194x"/ e,4R0
SUBDIVISION NAME:
CITY: 'tj STATE: /UCH. ZIP CODE: 2 81?Z/
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER (HOME):
(WORK) : -736 -835. 42 ¢/
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,
ADDRESS, PHONE NUMBER: Gl),D• AT/f'??n/s; P. E D?:s/• ,,4?'146,P.
_J?o2Tf-? CA2u??'N?4 Q c p.42_lm EryT of SAN-SPOT iAi ?'oi,/
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY-WITH SCALE):
rL ?tc> G'h'/?
COUNTY : ?'C/4k ?/ NEAREST TOWN OR CITY:

SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.) : See //a D/ W i 5o r' 4,9A v F,e o1X7 S"2 14,91)
?D Sie `Iv ?? r
6. IMPACTED OR NF_AP.EST STREAM /RIVER: ?r1 C I c c/?'

RIVER BASIN: yA 10 f(r I-? r // ?/2
7a. IS PROj'_7CT LOCATED NZ._.AR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (W6-I OR WS-II)? YES [v]im NO [ ] IF YES, EXPLAIN: SinA//
PERA5t4 1,C Z"t1A CP_ 05SiNg5 IJN?'C- R F._rAJ'hU%AR)'ES %o AorrnctZ0-4a,!F*
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGZM= AREA OF EIVIRONMENTAL CONCERN (AEC) ? YES [ ] NO
7c. IF THE PROSECT IS'LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIS^ OF COASTAL COUNTIES) , /7'rt1T IS _- IZITD ;SE PL;L,t (L%P) LES+G?TION?
",q ,e. ry? l Pe u ?e,g /
8a. ickVE 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
CERTT-FiCATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [K] IF YES, DESCRIBE ANTICIPATED WORK:
2

9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: d. d S D•Ac.
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY T.-EE PROPOSED PROJSCT BY:
FILLING: -0-
FLOODING:
-D'
DR.T?:NAGE : , ?
EXCAVATION: " D
oT -R: L_,:?io 7-//,4W 0 , ID Ac P-9
TOTAL ACRES TO BE L'??ACTED : 0• D Sa ,4G,
10b. (_) STM:kM CHANN"r_T, TO BE IMPACTED BY THE PROPOSED PROJEC'T' (T?
I :LOCATED, P30V_,DE DISTA.Y B0Tr' BEFORE AND AFTER R=-, OCATZOM .
=GT3 BEFORE : FT A-=TER: c'r
WIDTH BEFORE (based on norm? high wale= concou s) . t?
WIDT? A`=TER: z T'
AVERAGE DEPT3 BEFORE:
(2) S"'?T]M r-t: aVNtr, rM7IlC•rS WT-,-r, arc-;r,T .a-M: (=C{ ALL TF?AT APPLY)
OPEN CHANNEL RELOCATION: PLAC 4zNr OF PIPE IN C-HANNEL:
CHANTS, EXCAVATION: ?? CONSTRUCT=ON OF A DAM/=LOODING:
OTHER:
11. IT CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSF-TD DRAINING TO T?s. POND?
WHAT IS T'r." E EXPECTED POND STR.°ACE AR A?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
3
1
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
o ? e v T? ?'?
ONLY) : '+ G `o G UC
?' .A' - ?1?TCI'lt7 O/e ? G/?%GC ?PC .
L/.Pr_/?17 /
7 s
13. PURPOSE OF PROPOSED WORK:
,ev?'I ? / D f ? /Goo
? a !? .' lS o ,? ?v i40
14. STATE REASONS WHY IT IS BET-+IEVED T='-AT T-=IS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TA:=- TO MINIMIZE WETLAND
?p c
IMPACTS):

,,S %?1?
, . ,-r- 7, e- ? s7 7'
All 'c
AIM
15. ARE REQ I U•S. FISH AND WILDLIFE SERVICE
YOU ARc IIIRM TO CONTACT T-`' = AGENCY
NE NE FISrrRIES SL VICE (NM-S) (SEE
(IISF'rJS) AND/OR NATIONAL MART-
T: PRESENCE OF ANY FEDERALLY LISTED OR
ADDRESSES SHEET) REGARDING
OR TP'?T"-D SPECIES OR CRrTICAL HABITAT
PROPOSED FOR LISTING ENDANGERED
IN PERMIT AREA THAT MAY BE AFFECTED SY T'r?. PROPOSED PROS CT. DATE THE
RESPONSES
e o 7. (ATTACK
CONTACT=...D:
FROM THESE AGENCIES.)
?' D TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
16. YOU AR.. R-.QLTIR°..
(SHPO) (SEE AGENCY ADDRESSES SHE -T MAY G`A'B T ?D pqSENCE OF SY THE PROPOSEDRTC
PROPERTIES IN THE PERMIT AR._A WHICH
?of,/T,T?T ?fJ?E
PROJECT. DATE CONTACTED: b
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
4

YES (I NO K (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIR=4ENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
POLICY ACT? /Y/j9 _
YES ( I NO (I
b. IF YES, HAS THE DOCUM_L`*IT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE.? 111h
YES (I NO (I
IF ANSWER TO 17b IS YES, T:-HN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMEENTAL MANAGEMENT REGARDING
COMPLLANCE WITH =-- NORTH CAROLINA ENVIRONMENTAL POLICY ACT. /////)
QUESTT-CNS REGARDING THE STATE CLEARINGHOUSE R.?'JiEW PROCESS S'r.OLZD BE
DIRECT...D TO MS. C:-aYS BAGGETT, DI?rCTOR STATE CLEARING'H'OUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD SE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES = DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, =-S
AND PONDS ON T=- PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 25,
29, AND 38). ALL STREAMS (INTE?MT_TTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES S"r_OULD BE 1 INCH: EQUALS 50 FEET OR 1
INC: 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 THEEE PLACr,` ENT OF THEE DELINEATION LINE.
d. ATTACH: A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? ? L "C4-"e
£. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?,cyd-
5

' -r I s
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTZ: 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 THv ISSUANCE OR WAIVER OF A 401 DIVISION OF
MMRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN = TWENTY COASTAL COUNTIES ONLY) , A. LETTER FROM THE
NORTH. CAROLINA DIVISION OF COASTAL MANAGE.''= STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH T-E NORTH CAROL= COASTAL MANAGEMENT
PROGRAM.
Gi.o.
OWNER'S/AGENT'S SIGNATURE
(AGENT'S SIGNATURE VALID ONLY
i.F AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))

DATE

6

V
Std # Description Symbol
1630.03
1630.05
1605.01
1622.01
1630.01
1630.02
1633.01
1633.02
1634.01
1634:02
1635.01
1635.02
1636.01
1630.04
Temporary Silt Fence
Temporary Silt Ditch
Temporary Diversion
Temporary Slope Drain
Silt Basin Type-A
Silt Basin Type-B
Temporary Rock Silt Check Type-A
Temporary Rock Silt Check Type-B
Temporary Rock Sediment Dam Type-A
Temporary Rock Sediment Dam Type-B
Rock Pipe Inlet Sediment Trap Type-A -
Rock Pipe Inlet Sediment Trap Type-B -
Rock Silt Screen
Stilling Basin
Rock Inlet Sediment Trap:
1632.01
1632.02
1632.03
Type-A
Type-B.
Type-C
TSD
TD

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Silt Basin Type B's will be constructed to the dimension of
six feet by three feet by three feet unless otherwise noted
on the plans.
Generally, the order of installation of the erosion control
measures will be as follows:
Temporary silt basins shall be installed before
clearing and grubbing begins.
Silt fences and temporary silt ditches shall be
installed after clearing and before grading.
Temporary stone ditch checks shall be installed as
soon as ditchline is established.
Pipe outlet and inlet protection will be done as
soon as the pipe is installed.
Seeding and other permanent erosion control
measures are to be implemented as soon as practical.
q
'Rs
Always SUPER toward ditch line as a
temporary measure in this situation!
w
*DITCH LMR REQUIREMENI'SR
ROAD NAME: SR 1601 WILSON ROAD
STATION STATION RT. I LT. TYPE LE*UM REQUIRED _
11+00 13+85 LT. RIP RAP
18+00 18+70 LT. MAT _
19+20 20+90 LT. RIP RAP
21+10 22+00 LT. MAT
23+00 24+40 LT. RIP RAP
24+50 24+75 LT. RIP RAP
24+75 27+00 RT. / LT. MAT
28+30 34+00 LT. RIP RAP
29+00 29+80 RT. MAT
30+00 42+50 RT. ' RIP RAP
44+90 46+70 RT. RIP RAP
49+50 50+80 LT. RIP RAP
49+50 51+30 RT. RIP RAP
51+50 54+00 RT. RIP RAP
59+00 63+00 RT. / LT. RIP RAP
70+00 71+00 RT. / LT. MAT
71+00 71+40 LT. RIP RAP
71+00 77+40 RT. RIP RAP
a
14-+00 MATCH LINE

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