19950486 Ver 1_Complete File_19950510

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B, Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Q0
ED F= F1
May 16, 1995
Wilkes County
DEM Project # 95486
APPROVAL of 401 Water Quality Certification
Mr. D. K. Bennett
Assistant District Engineer
NC DOT
P. O. Box 250
North Wilkesboro, N.C. 28679

Dear Mr. Bennett:
You have our approval to place fill material in 0.10 acres of wetlands or waters for the purpose
of replacing existing pipe along SR 1945 (Christian Home Church Road, as you described in your
application dated 5 May 1995. After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification Number 2745. This certification allows you to use
Nationwide Permit Number 3 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 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 30 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 Domey at 919-733-1786.
Sincerely,
r ton Howard Jr. .
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DEM Regional Office
Mr. John Domey
Central Files
95486.1tr
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/ 10% cost-consumer paper
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RECEIVED () .L? y
°µ ¢ MAY 1 o1995
ENVIRONMENTAL SCIENCES
PoAtrw
STATE OF NORTH CAROLINA
DEPARTMENT OF 1PANSPORTATION
JAMES B. HUNT. JR. DIVISION OF HIGHWAYS SAM HUNT
GOVERNOR SECRETARY
P. O. BOX 250
North Wilkesboro, N. C. 28659
May 5, 1995
Subject: Nation Wide Permit No. 3 to replace existing pipe along SR 1945 adjacent to small stream
trib. to East Prong of "Roaring River" class-c.
Mr. John Thomas
U. S. Army Corps of Engineers
11413 Falls of the Neuse Road
Wake Forest, NC 27587
Dear John:
The Department of Transportation is scheduled to grade, drain, base, and pave along the existing roadway
of SR 1945 (Christian Home Church Road) in Wilkes County during the 1995-1996 fiscal year. Due to the
proximity of small streams being trib. to East Prong of Roaring River class-c we are requesting a 404
Nationwide permit no. 3 to allow us to up grade the 2 existing cross line drainage structures that will need
replacing, and or extending.
Attached is a straight line sketch with proposed erosion control, stream, stream embankment, pipe crossing,
marked county map, and 8x11 drawing, showing pipe replacement.
By copy of this letter 1 am asking Ms. Stephanie Goudreau of the North Carolina Wildlife Resources
Commission Mt. Region Coordinator to comment directly to you concerning the 404 Nationwide Permit
request.
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.

f I
The purpose of this new alignment is to shift the roadway away from the stream to eliminate the frequent
flooding caused by high water covering the low lying areas of existing roadway. This flooding has occurred
frequently in the past 10 years and prohibits the safety of the traveling public and school buses.
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. Tetzlafl District Engineer
B. G. Bumgamer, County Maintenance Engineer
W. N. Trivette, Area Roadside Environmental Engineer
Eric Galamb, Water Quality Certification Unit DEM
Stephanie Goudreau, Mt. Region Coordinator
Doug Miller, DEHNR

l
ACTION ID:
DEH ID:
NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT
JOINT APPLICATION FORM FOR
XATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO CORPS OF ENGINEERS
NATIONWIDE PERMITS TEAT 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 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] 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: 9.C- 1)PPAeTMg-JT of TR.aµs POPTA-004
2. OWNERS ADDRESS: PO. Box 250
1?1 o Q.zH u1 ? ISCES bc2o i?t c . Z 8!0 -19
3. OWNERS PHONE NUMBER (HOME):
(WORK) : 910 -lv??- 9//7
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,.. ADDRESS,
/-<-
PHONE NUMBER: 01
1!7A sz 7 ?cn
.L_ ZS
5. LOCATION OF PLANNED WORK (ATTACH MAP). COUNTY: Icti?KES
NEAREST TOWN OR CITY: 20 D Se i Q 4-'S
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
?5 EPfIAR?S `? P-r1 FEow? S? IQ4Co I v 'S? ?-l am A?r?PCt-1 __-
?YIA
6. NAME OF CLOSEST STREAM/RIVER: EAsT ?QO?? T`?OA1Z' ??? ?'?VE? CIAO G?
7. RIVER BASIN: P,DK1?
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW,
WS I, OR WS II? YES ( ) NO ( L-4?
9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES ( ) KO
IF YES, EXPLAIN.
10. ESTIMATED TOTAL NUMBER OF ACRES OF WATERS OF THE U.S., INCLuulnv
WETLANDS, LOCATED ON PROJECT SITE: D'KO AcZ? 3/30/92
v
-2-
1
11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY
THE PROPOSED PROJECT:
FILLED:
DRAINED:
FLOODED:
EXCAVATED: _
TOTAL IMPACTED:
0,10 AcaE
12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS) : ?t?C'jE., DeA?? L, ?ASt W?1c?
-P?.vt= S PI M45 / t?l E 1_o AT o ,? fM A t-o,c_ i vin A -7lu Boo FTo -
13. PURPOSE OF PROPOSED WORK:
-Fo A ?a E-r-) eA . ? • To
1945 F>?am vaQ uIo opAv
loc= -
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND.
IMPACTS. A?i?titn??uT p4- ?y?sT1F,C? ?oAd to ?gtsE G2,a?c T c-hm PAZ
FTLF1?u?,.rr' ;loo:411 y, AOA ,`,R-osier will L?-?4u/ys //?tia /38" Gl a'c
s, ldl aAnew-y w/ // 6e 76 Avoid 6720S/8ti ? 5 i f f,P
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 THAT MAY BE AFFECTED BY THE
PROPOSED PROJECT. HAVE YOU DONE SO? YES (L)/-NO ( )
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 OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH
MAY BE AFFECTED BY THE PROPOSED PROJECT?
HAVE YOU DONE SO? YES ( ) NO (L]?
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
=c
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.
E. WHAT IS LAND USE OF SURROUNDING PROPERTY?
F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
N?i9- GIN f; ,cJou/r? -
DATE
SIGNATURE
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STATE OF NORTH CAROLINA SUBJECT IF'- ?/?5 ll?'' ?i?`? PROJECT s?'?? ¢s
DEPARTMENT OF TRANSPORTATION?? 5 _ X - ??A Q I?11 I (< COUNTY
DIVISION OF HIGHWAYS _
HIGHWAY BUILDING PREPARED BY ?K?- DATE g-' 1177 STATION -?' '1O-4-Sb
P. O. BOX 25201 _ ? ' ? }45
RALEIGH. NORTH CAROLINA 27611 CHECKED BY DATE STR NO SHEET OF_
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EROSION CONTROL
DETAILS AND
SPECIVICATIONS
31d'A
DescM101. 5 mbA tftt
245.03 Temporary Sill bilch --- 4't -
245.05 Temporary Diversion ............................. ib --- ?'t -
893.01 Temporary Sill pence --111--111-= -=----== tit - r
890.05 Temporary Slope Draln Willi - lEarlh Berta ..
....••--
245.01 Sill Basin Type. A ................................. _? _• --------
245.02 Sill Basin Type B ........................................
892.04 Temporary hock Silt Check Type-A .......... ----------- V1- 14
.
895.10 Temporary Mock Sill Check type-b ............ ------------ 116
892.01 Temporary hock Sedlmehl bawl. Type-A ._....._..:
892.02 Temporary flock Sedimeht barn Type-8 : - ? _________ Vi 20
.
897.01 flock ripe Inlet ptoleciloh --- ?'t - 22
894.01 flock Sill Screen ......................................... --=-t'- ----- V1- 24
----- tit - 26
245.04 Stilling Basin ....................................................
flock Inlet Protection: s
896.01 Type ... A U-- on -- A ) ----- ? t - 30
896.02 Type B M-'- on -• ?3 ----- Vt - J2
--
896.03 Type C ........ C a-- on C ---- tit -,14
e? I h Ip tt?p t..ti,r?t b? tclt ............... :....... t6..
sgj P'lbet-cl]Aomi havlhd LIHA-d b.ttrh ............. lrtnnnrtl?ltlU'-•
snu.u? trip tt:lp trAil slc7pp t'rdtottjntj ............. Ate,
smA I 1 81:1•a.iM vt- ht -mtch...... ...........
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V1-1 Much. 1993

SECTION 1042
HIP HAP MATERIALS
1042-1 PLAIN IZI13 RAP.
Stone for plain rip rap shall cons istof field stone or rough Lill hewn 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.
Wliere 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 I 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
EROSION CONTROL
The Contractor shall exercise every reasonable precaution throughout the life of the
project to prevent erosion and siltation. Silt fence and erosion control measures shall be
installed in accordance with the plans for this project, Section 893 of the Standard
Specifications, and in locations directed by the Engineer or his representative.
(1) All adequate temporary erosion control measures will be installed before cleating and
grubbing operations begin.
(2) As construction progresses temporary and permanent erosion control devices shall be
installed in a timely manner, according to any special permit requirements and/or
requirements set out in G.S. 113A-57.
MANDATORY STANDARDS FOR LAND-DISTURBING ACTIVITY
Pursuant to G. S. 113A-57(3), Provisions for a ground cover sufficient to restrain
erosion must be accomplished within 30 days or 120 calendar days following
completion of construction or development, whichever period is shorter, except as
provided in 15A NCAC 4B .0024(e).
DESIGN STANDARDS IN SENSITIVE WATERSHEDS
Pursuant to G.S. 113A-57(3) provisions for a ground cover sufficient to restrain
erosion must be provided for any portion of a land-disturbing activity in a HQW
zone within 15 working days or 60 calendar days following completion of
construction or development, whichever period is shorter.
(3) All siltation and erosion control deices shall be properly maintained until no longer
needed.
(4) On projects performed by D.O.T. Maintenance Forces, request will promptly be made
to the Division Roadside Environmental Unit for stage and permanent seeding.
(5) Any removal of siltation devices will be based on the condition of established ground
cover of that area the device is serving.
CONSTRUCTION SEQUENCE FOR INSTALLING ROADWAY
CULVERTS
I. Clear only enough area and install the downstream erosion control devices as noted on
erosion control plan.
2. Excavate the 2' base tail ditch.
3. Excavate and install the roadway culvert.
4. Install sediment control measures at inlet of culvert.
5. Install pipe inlet protection as noted on the erosion control plan.
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