19930295 Ver 1_COMPLETE FILE_19930417

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31V1S
GARY D. MCKAY, P. E.
211 WEST MAIN STREET
POST OFFICE BOX 157
HAZELWOOD, NORTH CAROLINA 28738
April 7, 1993
Att: Mr. John Dorney
Water Quality Planning
Division of Environmental Management
NC Department of Environment, Health, and
Natural Resources
Post Office Box 29535
Raleigh, North Carolina 27626-0535
Dear Mr. Dorney:
APR i 2 ?o
Please find enclosed the request for. permit for the
installation of a culvert to replace an existing arm bridge on
the property of John Queen III.
Please direct any question or response to:
Gary D. McKay, P. E.
Post Office Box 157
211 West Main Street
Hazelwood, North Carolina 28738
[phone]
Sincerely,
Gary D. McKay, P. E.
Enclosures
GDM1jms
Ds* IOi ACTION IDs
X&TIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE 88RgIT #)s „
JOINT FORK FOR
NATIONWIDS rx"ITs TWIT RXQUIRS NOTIFICATION TO TALC CORPS OF ZWQIN4BRS
MATIAMWIDn PEANITB T"T REQUIRE APPLICATION FOR SECTION 401 CERTIFICATION
WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT
D
P.O. BOX EPARTMENT OF THE ARMY NC')SPARTMENT OF ENVIRONMENT, HEALTH,
1890 AND.NATURhL RESOURCE
M
WILMINGTON, MC 28402-1890 P.O. BOX 29535
ATTNs CBSAW-CO-8 RALEIGH, NC 27626-0535,
Tolepbww [phone] ATTNs MR. JOHN DORSEY APR 121993
Telephone [phone]
L
/ ONS (1) COPY OF THIS COMPLETED APPLICATION SHOULD 88 SENT TOT =A Ty(;?S GROUP
ZNGIN$ERS. SEVEN (7) COPIES SHOULD 88 SENT TO THE N. C. DIVISI UHLITY SECTION
XXVIROMNATAL MANAGTMENT. PLEASE PRI`NT'.
OWNsRS NAMES ?-owN /2-1 OWNERS ADDRESS 'e"'ee
0. OW NERS PHONE N UtWXR (HOME) ( WORK) s
10 IF APPLICABL89 AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBERS ._._.,.?, i
J9 LOCATION OF WORK (MUST ATTACH MAP). +COUMTV, NI?I YL?GrFr?
N8ARMST TOWN OR CITY&
SPECIFIC LOC.nicl (IN
j?
?P'• XW OF CLOSEST STREAM/RIVER:
17/, RIVER 8ASINs ?mw LAxk--) ?
®• 14 THIS PROJECT LOCATED-IN A WATERSHRO CLASSIFIED AS TROUT, SA, HQW, ORW,
WS I, as vs II? Ys8 ( I NO ftl--'`i
`Q HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES ( j NO
IF X88, EXPLAIN.
BSTIMATBD TOTAL NUMBER OF ACRES OF WATERS OF Tyr, U.S., INCLUDING
W*TLANDs# LOCATED ON PROJECT SITES
bA0 ?- -
Mow-
1/14/93•.

_-,.
, NUMBER OF ACRES OF WATaw OF TH$ U.S., ;NCLUDING WSTLAN,DS, IMPACTED or
1O< fRokoSED PAWECTt
P"CiapTlow OF PROP"" WORK (ATTACH PLANS-8 112n X 11" DRAWINGS ONLY)i
Pr?osg of
?FILLJiot '
DRAINJiQ t
FLOOQEQs
? EXCAVATJCD t
;e,TQTAL IN,PACTXD?2. ' ?L ?e7?i ?•JSi?LL?'??

e-
14. STAT8,1Rg"ONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BS
CARRIED OUT IN WXTL1 q ,Sp NOT SU S TAKEN O HIM;
HIS* WETLAND
-r, l ? n 0'7r....- ''.. ¦'?¦*?.a?!.????i--?;.. -. =-Wes...-..-.-?.?...? _
AN01 0--'
• YOU ARB R&QUIR$Q TO CONTACT THS U.S. FISH AND WILDJ-IFIi SERVICE
(M?irwo) "WOR NATIONAL MABINS rZaHakla$ 8SHVICd (N"Fu "GA"ING
) THS PJiJCSJiNCJi
OR ANY I'ADERALLY LISTED OR PROPOSED FOR LISTING SNDANGZ$zo OR THREATENEQ
CPECIBB QR CRITICAL HABITAT IN THE VX MIT AR" THAT ,KAY Sax AFf$CTJsV $Y THS ? ,
Mew" PROJ$CT. HAVE YOU DONS SO? YES-4'-r- NO ( j
"sPoorm$ FROM THJi USFWS ANQ/OR NMFs &HOULC BE FORWAA.0" TO CORPS.
YOU ARE REQUIRED TO CONTACT THS STAT$ HISTORIC PRESERVATION OFFICER
ism) REGARDING THE PRESENC$ OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH
MAY " AFFECTED by THS PROPOSED PROJECT?
HAVS YOU DONE SO? YES NO j
Riiof"61; FROM THE SHPO SHOULD D$ FORWARDEDTo CORPS.
ADDITIONAL INFORMATION REQUIRED BY DSMt
A. WSTLANQ DELINEATION MAP' SHOWING .ALJ. WFTLJWASf STREAMS. AND LAKES ON
Tug PROPERTY.
a. IF AVA "I"E, REPRESSNTATIVM PHOTOGRAPH OF WETLANDS TO aN IMPACTED aY
PROJMCT.
C. IF DELINEATION WAS PERFORMED By A CONSULTANT, INCLUDE ALL DATA SHESTS
N"VANT TO THE K ACSMENT OF THS QSLINSATION LINS.
D. IF A STORMWATSR MANAGEMENT PLAN IS REQUIRED FOR THIS Pji,O,TSCT, ATTACH
$• WHAT 16 LAND UsS OF SURROUNQING PROPERTYY
F. IF APP:.IC,P8L$, WHAT IS PROPOSED METHOD OF 6SWAG$ DISPOSAL?
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nil:
,
I-OK-CO Should be used only when round pipe will not
R Pipe-Arch satisfy the specific site requirements regard-
ing minimum cover and flow characteristics.
Desirable Characteristics of Pipe-Arch:
Useful in conditions of limited cover.
Provides adequate capacity without raising grade or installing several smaller openings.
Valuable in case of flash-flood-producing storms where fast, unrestricted runoff is required
ml
41 d T
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x,.;.11,, •.? ? ,
Installing a Republic Corrugated Steel Pipe-Arch Storm
sewer System for a Shopping Center near Sharon, Penna.
12
DESIGN DETAILS OF CORRUGATED
STEEL PIPE-ARCHES' (3 x 1 In.)
Diameter -'
i
f
of
E
ual
Span,

Rise

Waterway
Periphery, .
Inches'
Inches' Area,,
Sq Ft
Inches
60
66 66 51
73
19.3
72 55
81 59 23.2
78
84 87 63 27.4
32.1
90 95 67
103
71 37.0
96
102
11112 75
7 42.4

48.0
108 79
128
83 54.2
114
120 137
87 60.5
67.4
142 91
74.5
Data in this table jr, subject to manufacturing toerances
DESIGN DETAILS OF CORRUGATED
STEEL PIPE-ARCHES (22/3 x tb In.)*
Diameter
of Pipe

of Equal
Pe
riphery
Span, Rise,

' Waterway
Area,

,
Inches
Inches
Inches'
Sq Ft
15
18 17 13
21
1.1
21

24 15
24 18 1.6
2.2

30 28 20
2.9
36 35 24
42 g 4.5
42
48 49
33` 8.5
8.9

54 57 38
64 43 11.6
60
66 71
47 14.
18.1
1 ,

72 77 52
83
57 21.9"
_ 26.0
'Data in this table is subject to manufacturing tolerances.

•- •••n-,,,,o - I c ww w-gage (0.1id") Republic
Corrugated Steel Pipe-Arch used to solve this culvert
proDlem-limited cover with a relatively low,
wide waterway area required.

HEIGHT-OF-COVER LIMITS, IN FEET, FOR H-20 HIGHWAY LOADING
GOOD BACKFILL, 85% COMPACTIONt

2 2/3" x 1/2" and 2 x 1/2" Corrugations
Site in Inches Minimum Maximum Haight-ol-Fill Over Pipe-Arch
Specified
Thickness for the Following Corner Bearing
Pressures in Tons per Sq. Ft.
Equiv Span x Rise Required
.
Pipe in Inches
Diam. 2 Tons 3 Tons 4 Tons
15 17 x 13 0.064 15 22 30
18 21 x 15 0.064 14 21 28
21 24 x 18 0.064 12 19 25
24 28 x 20 0.064 12 18 24
30 35 x 24 0.064 12 18 24
36 42 x 29 0.064 10 15 20
42 49 x 33 0.079 9 14 19
48 57 x 38 0.109 9 14 19
54 64 x 43 0.109 9 14 19
60 71 x 47 0.138 9 14 19
66 77 x 52 0.168 9 14 19
72 83 x 57 0.168 10 15 20
5" x 1" ;or 3" x 1" Corrugations
Site in Inch" Minimum Maximum Height-of-Fill Over
Specified Pipe-Arch for the Following
Thickness Corner Bearing Pressures
Equiv.
Pipe
Span x Rise Required
in Inch
s Minimum
Cover in Tons per Sq. Ft.
Diam. ' 2 Tons 3 Tons 4 Tons

60 66 x 51 0.109 12 inches 21 31 42
66 73 x 55 0.109 12 inches 21 31 42
72 81 x 59 0.109 12 inches 17 26 35
78 87 x 63 0.109 12 inches 17 26 35
84 95 x 67 0.109 12 inches 17 26 34
90 103 x 71 0.109 18 inches 17 25 34
96 112 x 75 0.109 18 inches 17 25 34
102 117 x 79 0.109 18 inches 16 25 34
108 128 x 83 0.109 24 inches 16 25 33
114 137 x 87 0.109 1 24 inches 16 25 33
120 142 x 91 0.136 24 inches 16 25 32
Minimum cover from top of pipe-arch to top of subgrade - 1 It.
HEIGHT-OF-COVER LIMITS, IN FEET, FOR E-80 RAILROAD LOADING
GOOD BACKFILL, 85% COMPACTIONt
2 2/3" x 1/2" and 2" x 1/2" Corrugations
Site Height of Cover in Feet
2 3-4 5-7 8-15
Equiv
.
Pipe
Span x Rise. in In.
Diam. Specified Thickness in Inches
15 17 x 13 .079 .079 .079 .079
.18 21 x 15 .079 .079 .079 .079
21 24 x 16 .1'09 .079 .079 .079
24 28 x 20 .109 .109 .079 .079
30 35 x24 .138 .109 .109 .109
36 42 x 29 .168 .138 .138 .109
42 49 x 33 .168 .138 .138
48 57 x 38 .168 .168
54 64 x 43 .168
60 71 x 47 .168
The above table is an gmpin"I "gage" table based on experience.
5" x 1" or 3" x 1" Corrugations
Site in Inches Maximum Height-ol-fill Over
Minimum Pipe-Arch for the Following
Specified Minimum Corner Been g Pressures
Thickness Cover in Tons par Sq. Ft. .
uiv
E Required
q
.
Pipe Span x Rise in Inches
Diem. 3 Tons 4 Tons.
60 66 x 51 0.109 36 inches 31 42
66 73 x 55 0.109 36 inches 31 42
72 81 x 59 0.109 42 inches 25 35
78 87 x 63 0.109 48 inches 25 35
84 95 x 67 0.109 48 inches 24 34
90 103 x 71 0.109 54 inches, 24 34.
96 112 x 75 0.109 60 inches 24 34
102 117 x 79 0.109 Winches 23 34
108 128 x 83 0.109 72 inches 23. 33
114 137 x 87 0.109 72 inches 22 33
120 142 x 91 0.138 72 inches 22 32
tSelected granular backfill material compacted to 85% of standard
density based on AASHTO Specification T-99.
The information for the tables above was taken from the American
Iron & Steel Institute's "Handbook of Steel Drainage 8 Highway
Construction Products" 1983.
The following values are used for the soil and steel parameters:
Unit Weight of Soil-120 lb. per cu. ft.
Helative Density of Compacted Backfill - Minimum 65% Std
AASHTO
Yield Point of Steel -33,OGiD psi.
Thickness requirements in this -table assume the pipe to be bedded
on an adequate, uniform foundation backfilled with selected granu-
lar material placed in 6" layers evenly on both sides of the structure
and tamped thoroughly.
`Additional cover may be required during construction to protect the
conduit from heavy wheel loads of construction equipment.
13

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
'NILMINGTON. NORTH CAROLINA 28402-1390
!N REPLY REFER TO May 10, 1993
Regulatory Branch
Action ID. 199302275 and Nationwide Permit No. 14 (Road Crossing)
Mr. John Queen III
Muckle Cove Road
Waynesville, North Carolina 28786
Dear Mr. Queen:
i5
Reference your application of April 7, 1993, for Department of the Army
authorization to construct a culverted road crossing of Raccoon Creek at your
property located off of SR 1818, Ratcliffe Cove Road, in Waynesville, Haywood
County, North Carolina. The culvert is to replace a deteriorated wooden
bridge. The project has been reviewed by the NC Wildlife Resources Commission
(WRC) for potential adverse impacts to designated trout waters.
For the purposes of the U.S. Army Corps of Engineers' Regulatory Program,
Title 33, Code of Federal Regulations (CFR), Part 330.6, published in the
Federal Register on November 22, 1991, lists nationwide permits.
Authorization, pursuant to Section 10 of the Rivers and Harbors Act of 1899
and Section 404 of the Clean Water Act, was provided for fills for roads
crossing waters of the United States (including wetlands and other special
aquatic sites) provided:
a. The width of the fill is limited to the minimum necessary for the
actual crossing;
b. The fill placed in waters of the United States is limited to a filled
area of no more than one-third acre. Furthermore, no more than a total of 200
linear feet of the fill for the roadway can occur in special aquatic sites,
including wetlands;
C. The crossing is culverted, bridged or otherwise designed to prevent
the restriction of, and to withstand, expected highflows and the movement of
aquatic organisms;
d. The crossing, including all attendant features, both temporary and
permanent, is part of a single and complete project for crossing of a water of
the United States; and
e. For fills in special aquatic sites, including wetlands, the permittee
notifies the District Engineer in accordance with the "Notification" general
condition.
77
t
-2-
Your work is authorized by this nationwide permit provided it _3
accomplished in strict accordance with the enclosed conditions. This
nationwide permit does not relieve you of the responsibility to obtain any
required state or local approval. Information regarding issuance of a section
401 Water Quality Certification may be obtained through John Dorney, Division
of Environmental Management, at [phone].
This verification will be valid for 2 years from the date of this
letter unless the nationwide authorization is modified, reissued, or revoked.
Also, this verification will remain valid for the 2 years if, during that
period, the nationwide permit authorization is reissued without modification
or the activity complies with any subsequent modification of the nationwide
permit authorization. If during the 2 years, the nationwide permit
authorization expires or is suspended or revoked, or is modified, such that
the activity would no longer comply with the terms and conditions of the
nationwide permit, activities which have commenced (i.e., are under
construction) or are under contract to commence in reliance upon the
nationwide permit will remain authorized provided the activity is completed
within 12 months of the date of the nationwide permit's expiration,
modification or revocation, unless discretionary authority has been exercised
on a case-by-case basis to modify, suspend, or revoke the authorization.
Questions or comments may be addressed to David Baker in our Asheville
Regulatory office at [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
Copies Furnished (without enclosure):
Mr. John Parker
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
r. John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687