19940247 Ver 1_Complete File_19940318

State of North Carolina
Department of Environment, A1VA1
44
Health and Natural Resources
• •
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, , Secretary
ID E H N F 1
A. Preston Howard, Jr., P.E., Director
March 27, 1994
Mr. D.K. Bennett
N.C. DOT
P.O. Box 250
North Wilkesboro, N.C. 28679
Dear Mr. Bennett:
Subject: Proposed fill in Wetlands or Waters
Road maintenance for pipe replacement, SR 1999
Wilkes County
DEM Project #94247
We have reviewed your request for 401 Water Quality Certification
to place fill material in 0.2 acres of wetlands or waters which are
tributary to Roaring River for road maintenance for pipe replacement
at SR 1999 in Wilkes County as described in your submittal dated 14
March 1994. Based on this review, we have determined that the
proposed fill is covered by General Water Quality Certification No.
2745. A copy of the General Certification is attached. This
Certification is necessary for coverage under Corps of Engineers'
Nationwide Permit No. 3. This action completes DEM's review under
Section 401 of the Clean Water Act.
If this Certification is unacceptable to you, you have the right
to an adjudicatory hearing upon written request within thirty (30)
days following receipt of this Certification. This request must be in
the form of a written petition conforming to Chapter 150B of the North
Carolina General Statutes and filed with the Office of Administrative
Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. Unless such
demands are made, this Certification shall be final and binding.
If you have any questions, please contact John,Dorney at 919-733-
1786.
Sincerely,
P eston Howajd, Jr. P . E .
94247.1tr
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Winston-Salem DEM Regional Office
Mr. John Dorney
Central Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 501k recycled/ 1 01k post-consumer paper
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT. JP- DIVISION OF HIGHWAYS
GOVERNOR
P. O. Box 250
North Wilkesboro, N. C. 28659
Mar. 14, 1994 P-ft
Mr. John Thomas
U. S. Army Corps of Engineers
Regulatory Branch
11413 Falls of the Neuse Road
Wake Forest, N. C. 27587
Subject:.Nationwide Permit No.
replacement along S.R.
class B
Dear Mr. Thomas,
SAM HUNT
SECRETARY
MAR

3 for maintnance of pipe
1999 adjacent to Roaring river
The Department of Transportation is scheduled to grade, drain
and base, primarily along the existing roadway of SR 1199
(Rivercliff Rd.) Wilkes County during the 1992-1993 fiscal year.
The purpose of this improvement is to eliminate hazardious
horziontal curves for the safety of the traveling public. Due to
the proximity of Roaring River Class B we are requesting a 404
Nationwide permit no. 3 for the 2 existing cross line drainage
structures that will need ..replacing, extending, or upgrading.
Attached is a straight line sketch with proposed erosion control,
stream, stream embankment, pipe crossing, construction limits,
and marked county map.
By copy of this letter I am asking Mr. Joe Mickey, Jr., of North
Carolina Wildlife Resources Commission District Fisheries
Biologist to comment directly to you concerning the 404 Nationwide
Permit request.
7
t ? •
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.
We would like to begin construction as soon as possible. If
further information is required, please let me know. Your early
review and consideration will be greatly appreciated.
Sincerely,
D. K. Bennett
Asst. District Engineer
DKB
Enclosures
cc: W. E. Hoke, P.E., Division Engineer
D. J. Tetzlaff, District Engineer
B. G. Bumgarner County Maintenance Engineer
W. N. Trivette, Area Roadside Environmental Engineer
Eric Galamb, Water Quality Certification Unit DEM
Joe Mickey, Jr., District Fisheries Biologist, WRC

401 ISSUED
EH ID: ACTION ID:
D
?i /YdRru"tPrL?
NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT fl:

JOINT APPLICATION FORK FOR
NATIONWIDE PERMITS TEAT REQUIRE NOTIFICATION TO CORPS OF ENGINEERS
NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL SECTION 401 CERTIFICATION

WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEHE m
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, HEAL 4A
P.O. BOX 1890 AND NATURAL RESOURCES Gm
WILMINGTON, NC 28402-1890, P.O. BOX 29535 r-cam. 00
ATTN: 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 PRINT.
1. OWNERS NAME : /l? L T?FA.QTIYJr OF ?.QA?lSPo?e TAT/off
2. OWNERS ADDRESS: PO FoLC 25d
ic%eTl? - l.J,lfsES 600 .?/ C ZB! 7`J
3. OWNERS PHONE NUMBER (HOME): (WORK): 1?9'??O 7^ g?? 7
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,, ADDRESS,
PHONE NUMBER: -Z:) 05'
P O $oyc Z952;1
Ao&•eT7V C,4IAE3 a Z,0 679
k/?/KE5
5. LOCATION OF PLANNED WORK (ATTACH MAP). COUNTY:
NEAREST TOWN OR CITY: ?Ae'127 , IAII' /tE5 OAW
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): 61L/-fqq
f2o S,? /?90 ? i?D ENa•
r71.?6' .-Ce, -
?cr4
,
6. NAME OF CLOSEST STREAH/RIVER:
7. RIVER BASIN: yI?fS/?
8. IS THIS PROJECT LOCATED IN A WATERSHEDfLASSIFIED AS TROUT, SA, HQW, ORR,
WS I, OR WS II? YES [ ] NO
9. HAVE ANY SECTION 404 PERMITS BEEN PREV USLY REQUESTED FOR USE ON THIS
PROPERTY? YES [ ] NO [
IF YES, EXPLAIN.
-10. ESTIMATED TOTAL NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING
? ,E??p?i4cc??c.vT?
?

?9G
P
WETLANDS, LOCATED ON PROJECT SITE: 49124v
3/30/92
r.
,f -2-
11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY
THE PROPOSED PROJECTS
FILLED:
DRAINED:
FLOODED:
EXCAVATED:
TOTAL IMPACTED: ?2D/aG2? P?DEP/?C?!lG.c J J ,
12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS): /t?i•J/.?t,X4 5 ,e'O?K/ %D e_/r/YI/NA /LZ/O.cJA-G /G GG9/c?CrJ/ /
r ?/?s'y1 ? ? / CIS rl/?/,?= ©L3C%t/ ? ,5
13. PURPOSE OF PROPOSED WORK: T &a/Rt.c ?? EX/tit Eke To
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS. %v ?f?Lil _ i e ?J:OG?t//Na3 . e e c XIS7 ib S Lfi9 ZAr?r?ts
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 OR -PROPOSED FOR LISTING ENDANGERED OR THREATENED
SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAfi MAY BE AFFECTED BY THE
PROPOSED PROJECT. HAVE YOU DONE SO? YES [ NO [ )
RESPONSES FROM THE OSFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
16. YOU ARE JEQUIRED 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 YOU DONE SO? YES ( ) NO [
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO'CORPS.
17. ADDITIONAL INFORMATION REQUIRED BY DEM:
A. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, AND 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.
/rte
E. WHAT IS LAND USE OF SURROUNDING PROPERTY?
'. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? OWNER'S SIGNATURE DATE

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t#hs tON cONT(#bt;Cf(EDt1L'
( i 1 All Adec#tidto t§Mpordtj etb§1bfi cbfitfoi M6A§fites will be
ihstAlied bAfot@ cl@Ating And btubbing opetdtibfia begin.
(i ) At cbti§ttubtloli litbgr@s§L@ tAtii citdry And permdn@ht
@tosloH cohttol d4olc@s §hAllbA Installed in d timely
mahiiAt; Accordlhg to Ahy 61p@6141 permit regttirements
Ahd /bt t@juit§meHta §et bdt;.1h 0.g. 11IA-570
MANDATbNy STANDARDS P01t NAND-DISTURBING ACTIVITY
Pdt§JAht to O.H. 110-91(fl; Brovision§ for d ground
coven €0ffi6i@ht to t0-§tt•A1h @toslofi initict be
Accompllshed within 30 Wotking days or 120 calendar
ddy§ following complbtloh of construction or
development; Whichevet b§rlbd It shorter; except as
brovided In 19A NCAC 48 :baO4(@).
bEsfoN $TANDAEDS IN $EN9fTfVE WATERSHEDS
but§dAftt to ".§. i i AA-51(1 f bkovi§lon§ for a ground
cov@t +40tticl@nt to r@q-ttaih Orosloh must be
btovided for thy portion bf A land-disturbing
Actiifity in A kQW tone Withih 15 Wot•king days or 60
bAlendot dove followth} bbf Motion of bonstrttction
bt d6volopmont, Which4vet b4tiod is sh6ttet.
All 411tAtloh And bro§lon cbtittol dedices 'shall be
btopLtly Mdlhtdlh@d dhtil hd longer heeded.
(4y On prd34ctd petfotmed by b.O A MalntenAnce Forces,
t-egdA§t Will promptly bo MAO tb the DIvlslon Roadside
Env3rohmental Uhit fot stdg@ Ahd jDermdnent seeding.
( ) Any t4moQdl of 411tatiah d@o1cae Will be bAsed on the
condition bf A§tablished dkddhd hover of that area the
§ervlHg.
device, 16

CONSTRUCTION SEQUENCE FOR INSTALLING ROADWAY CULVERTS
1. Clear only enough area and install the downstream measures
such as silt check dams, silt screens, and silt basins as
noted on plan.
2. Excavate the 2' base tail ditch.
3. Excavate and install the roadway culvert.
4. Install sediment control measures at"inlet as noted on
plan.
5. Install additional pipe outlet protection and inlet
protection as noted.
f?

SECTION 1042
HIP RAP MATERIALS
1042-1 PLAIN RIP RAY.
Stone for plain rip rap shall consist of fieldstone 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 avail-
able, 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.
The stone or broken concrete shall be graded to meet the following
requirements:
1. For Class 1 Rip Rap. Stone shall vary in weight from 5 to 200 pounds.
At least 30 percent of the total weight of the rip rap shall be in
individual pieces weighing a minimum of 60 pounds each. Not more
than 10 percent of the total weight of the rip rap may be in individual
pieces weighing less than 15 pounds each.
2. For Class 2 Rip Rap. Stone shall vary in weight from 25 to 250
pounds. At least 60 percent of the total weight of the rip rap shall be in
individual pieces weighing a minimum of 100 pounds each. Not more
than 5 percent of the total weight of the rip rap may be in individual
pieces weighing less than 50 pounds each.
691