19930057 Ver 1_COMPLETE FILE_19930125

e I,- STATE c,
State of North Carolina
Department of Environment, Health, and Natural Resources
512 North Salisbury Street • Raleigh, North Carolina 27604
James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary
February 8, 1993
Mr. Tony Dieste
Transcontinental Gas Pipeline Company
2800 Post Oak Boulevard
Post Office Box 1396
Houston, Texas 77251-1396
Dear Mr. Dieste:
Subject: Proposed Fill in Wetlands or Waters
Pipeline replacements and bank stabilization
Davidson/Forsyth/Guilford Counties
DEM Project # 93057
Upon review of your request for Water Quality Certification
to place fill material in less than one acre of wetlands or
waters in tributaries of Reich and Brushy Fork Creeks for
pipeline replacements and bank stabilization located at existing
Row in Davidson/Forsyth/Guilford Counties, we have determined
that the proposed fill can be covered by General Water Quality
Certification No. 2745 issued January 21, 1992. A copy of the
General Certification is attached. This Certification may be
used in qualifying for coverage under Corps of Engineers'
Nationwide Permit Nos. 3 and 13.
If you have any questions, please contact John Dorney at
919/733-1786.
Sincerely,
restor>/Howa Jr. P. E.
APH:JD
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DEM Regional Office
Mr. John Dorney
Central Files
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] Fax .# [phone]
An Equal Opportunity Affirmative Action Employer
STATE
State of North Carolina
Department of Environment, Health, and Natural Resources
512 North Salisbury Street • Raleigh, North Carolina 27604
James B. Hunt, Jr., Governor February 1, 1993 Jonathan B. Howes, Secretary
Mr. Tony Dieste
Transcontinental Gas Pipeline Company
2800 Past Oak Blvd.
Post Office Box 1396
Houston, Texas 77251-1396
Dear Mr. Dieste:
Subject: Proposed Fill in Wetlands or Waters
Pipeline replacements and bank stabilization
Davidson/Forsyth/Guilford Counties
DEM Project # 93057
Upon review of your request for Water Quality Certification
to place fill material in less than one acre of wetlands or
waters in tributaries of Rich and Brushy Fork Creeks for pipeline
repair and bank stabilization located at existing row in
Davidson/Forsyth/Guilford Counties, we have determined that the
proposed fill can be covered by General Water Quality
Certification No. 2745 issued January 21, 1992. A copy of the
General Certification is attached. This Certification may be
used in qualifying for coverage under Corps of Engineers'
Nationwide Permit Nos. 3 and 13.
If you have any questions, please contact John Dorney at
919/733-1786.
Sincerely,
reston How Jr. P.E.
APH:JD
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DEM Regional Office
Mr. John Dorney
Central Files
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] Fax # [phone]
An Equal Opportunity Affirmative Action Employer
MEMORANDUM F v m u V m INITIALS:
-? III Reviewer: \ -k
TO: John Dorney F f3 - 5 ?M WO Supv : -.`3?
Planning Branch - Date:_ 3
i
SUBJECT: WETLAND STAFF REPOR AN ATIONL'
***EACH ITEM MUST BE ANSWERED (N/A-NOT APPLICABLE)***
PERMIT_YR: 93 PERMIT-NO: 0000057 COUNTY: DAVIDSON
APPLICANT NAME: TRANSCONTINENTAL GAS PIPE LINE
PROJECT TYPE: STREAMBANY STABILIZA PFRMIT TYPE;: NW1'3
COE #: DOT #:
RCD_FROM CDA: APP DATE FPM CDA: 01/19/93
REG OFFICE: WSRO RIVER AND SUB-BASIN #:
STREAM CLASS:
STR INDEX NO:
WL IMPACT? : Y/N WI, `T'YPE :
WL REQUESTED: WL ACR EST?: Y/N
HYDRO CNECT?: Y/N WI SCORE(#):
MITIGATION'?: Y/N MITIGATION `TYPE:
MITIGATION SIZE:
IS WETLAND RATING SHEET ATTACHED?: Y/N
RECOMMENDATION (Circle One) : ISSUE ISSITF/COND DENY
COMMENTS : LA) S & Q C _S? r•^ ?'`-? _

cc: Regional Office
Central Files

T Transcontinental Gas
Pipe Line Corporation
A 1hwo :o Energy compeny
2800 Post Oak Boulevard
P. O. Box 1396
Houston, Texas 77251-1396
713-439-2000
Mr. John Thomas
U.S. Army Corps of Engineers
Raleigh Field Office
6512 Falls Neuse Road, Suite 105
Raleigh, North Carolina 27615
q 3,-)? I
January 11, 1993
JAN 1 1993
?'. ? ? LANJti
Re: Proposed Replacement of Two 1.098 Mile Sections of Existing
Natural Gas Pipeline in Davidson County
Proposed Pipeline Replacements and Bank Stabilization Work at
Streams in Davidson, Forsyth and Guilford Counties
Dear Mr. Thomas:
Transcontinental Gas Pipe Line Corporation (Transco) is proposing
to replace two adjacent 1.098 mile sections of existing natural gas
pipeline in Davidson County (see attached location map). The
replacement is necessary to comply with current Department of
Transportation regulations which require thicker-wall pipe to be
installed in densely populated areas. Recent development within
the subdivisions adjacent to Transco's right-of-way has
necessitated the replacement.
The banks of one stream within the replacement section, located at
Mile Post 1340.89, will be stabilized with rip-rap following
installation of the new pipelines. A rock-filled gabion will also
be installed downstream of the crossing to prevent future down-
cutting of the bed. The location of this stream, along with all
construction and stabilization details and specifications, is shown
on attached Drawing No. 26-09-50/CE-3A-001 (in four sheets).
In addition to the replacement, six (6) stream crossings have been
identified in which sections of pipe have been exposed by erosion.
Transco is proposing to replace the existing exposed pipe at three
of these locations. At the other three locations, gabions will be
installed downstream of the exposed pipe sections. The resulting
upstream deposition of sediments will cover the exposed pipe
without having to install replacement sections at these locations.
At all locations, bank and/or stream bed stabilization with rip-rap
is proposed. The following drawings show the locations,
stabilization details and construction specifications:
• Drawing No. 26-09-50/CE-3A-001, in 4 sheets - Proposed
replacement at M.P. 1350.57 in Guilford County;
Mr. John Thomas
January 11, 1993
Page 2
• Drawing No. 26-09-50/CE-3A-001, in 3 sheets - Proposed bank
stabilization at M.P. 1351.09 in Guilford County;
• Drawing No. 26-09-50/CE-3A-001, in 4 sheets - Proposed bank
stabilization at M.P. 1351.81 in Guilford County;
• Drawing No. 26-09-50/CE-3A-001, in 3 sheets - Proposed grade
stabilization at M.P/ 1354.28 in Guilford County;
• Drawing No. 26-09-50/CE-3A-001, in 4 sheets - Proposed
replacement at M.P. 1341.51 in Forsyth County;
• Drawing No. 26-09-50/CE-3A-001, in 4 sheets - Proposed
replacement at M.P. 1347.76 in Forsyth County.
Transco retained the services of a consultant to accompany its
engineering survey crew to determine if any wetlands were present
within the 1.098 mile replacement sections or at any of the six
locations of proposed pipe lowering and stream bank stabilization.
As indicated in the attached December 18, 1992 letter report from
Michael A. Johns of FB & D Technologies, Inc., wetlands were
identified at four (4) locations. These locations are: 1) within
the 1.098 replacement sections at M.P. 1340.18; 2) at the areas of
erosion stabilization at M.P. 1351.09, 1351.81 and 1354.28. The
wetland at M. P. 1340.18 is isolated and associated with a small
area of hydric soils and hydrophitic vegetation. The other three
wetlands were very narrow and confined to the area immediately
adjacent to the small streams.
As shown on the attached drawings, none of the stabilization
activities exceed 500' in length. The amount of fill to be placed
below the ordinary high water line does not exceed an.-average of
one cubic yard per running foot at any work location. Based on
this, we believe the activity could be authorized by Nationwide
Permit 13, "Bank Stabilization". The replacement of the two
pipeline sections is a very routine project and should be
authorized under the Nationwide permit 3, "Maintenance".
I spoke with Mr. John Dorney, DEM - Water Quality Section, this
afternoon regarding the project. According to Mr. Dorney, Section
401 certification has been issued for projects authorized under
Nationwide permit 13 where the length of the bank stabilization
does not exceed 500 feet. I will, however, be sending copies of
the project drawings to Mr. Dorney for his further review and
confirmation of Section 401 certification.
Mr. John Thomas
January 11, 1993
Page 3
Please review the information above, along with the enclosed
drawings, and provide me with your written determination of
authorization under Nationwide permits 3 and 13. Should you
require further information in order to complete your review,
please do not hesitate to call me at [phone]. Thank you
very much for your assistance.
Sincerely,
Tony Dieste
Permits Agent
TD/td
cc: Mr. John Dorney, DEM - Water Quality Section
bpc: J.A.
E. L.
Brad
R. E.
P. E.
File: Spre
Shannon
Wibner
Lushbaugh
Brink
Newton
ad 3 (1993)
T Transcontinental Gas
Pipe Line Corporation
A Varmco Energy company
2800 Post Oak Boulevard
P. 0. Box 1396
Houston, Texas 77251-1396
713-439-2000
Mr. John Dorney
Water Quality Section
Department of Environment, Health
and Natural Resources
P. 0. Box 29535
Raleigh, North Carolina 27626-9535
fl(o -?
January 11, 1993
JAN 191994
Re: Proposed Pipe Replacement and Stream Bank Stabilization Work
within an Existing Natural Gas Pipeline Right-of-Way in
Davidson, Forsyth and Guilford Counties (Spread 3)
Dear Mr. Dorney:
As we discussed this afternoon, I am attaching a copy of my January
11, 1993 letter to Mr. John Thomas, U.S. Army Corps of Engineers,
Raleigh Field Office, concerning the above project. I am also
sending you copies of all attachments which accompanied my letter
to Mr. Thomas.
You indicated that Section 401 water quality certification had been
issued for projects authorized by the Nationwide 13 permit where
the length of the bank stabilization does not exceed 500 feet.
Please review the enclosed material and provide me your written
verification that the above certification has been issued. If you
have any questions regarding the project, I can be reached at (713)
439-2631. Thank you very much for your assistance.
Sincerely,
L _
1
Tony Dieste
Permits Agent
TD/td
encl
cc: Mr. John Thomas, COE - Raleigh Field Office
bpc: J. A.
E. L.
Brad
R. E.
P. E.
File: Spre
Shannon
Wibner
Lushbaugh
Brink
Newton
ad 3 (1993)
i
JAN
-.,.?
--r-- ft,'I.ANO
JuALITYSEC i 101
DAVIDSON COUNTY, NORTH A
`?Y ; .. .
` r •
AT M.P. L34MBS ? I ``-? ?•a? DWG. NO.26-a9-30/CE-3A-OOL
rf
•904 ?l ` -+ %i-^' 1...? 1 • - •r ih /?.. +- .`?, `. .-' 4,,
29,
- END REPLACEMENT r
44
a3s
17
Isolated Wetland
at M. P. 1340.18
' `_„ ,? 1 / y •. 920 {jl1LQ '1?/F,, r? i j r.. •y.a^?s
BEGIN REPLACEMENT
910
R.f.r.rw. Orr
a TransCOnMIn4rAPI Gas
_ NO1 E: / ,. Pipe Line Corporation:.. *•...
BASE FROM WINSTON-SALEM EAST. N.C. DATED 1950. A Tranum c,+.." ee•..w
PHOTOREVISED 1987. AND KERNEr:SVILLE. N.C. DATED PROPOSED REPLACEMENT OF
1969. /.5a MIN.OUADRAWLE MAPS. NATURAL GAS PIPELINES
CROSSING CREEK AT M.P.1340.89
DAVIDSON COUNTY, NORTH CAROLINA
2,1`:!10' 0 2.000' pr. MORGAN pem 12/14/92 WPWM By ItO6 001T 13, .
SCALE IN FEET
.t Draft • Deb/'?
a w o " 50703 ?..?. smwN DWG. -09-
A-
1993 SPREAD 3 a,,,, 1 k Shee6 4 -NO. _CE-?
?305? ? A- T
? Di
JAN 19 199(1
GUILFORD COUNTY, NORTH CA - --
Poo
1 BRANCH OF REEDY FORK /
C M.P. 1350.57 A?
°?, _ I l l SEE DWG. 26-09-50/CE-3A-001?`.l
SHEETS 2.3 a 4 O 4
It r
IR" 77
' ••, •, sea ?!• - ? ?. ?? • ? ,_- _ ? ? ( `^.'
v too?
Y fry W041 G _ / _ \ .
ltd ?'t???\? • \ ??? i (r?" ,v?, ?? ??.

4
M BM• I ?,? o 95 ??•
• ens ' ??11 y
• . • 0 • .•.+ia7-
?y % y BM 972 l
'll ,, w s
14- )42t
NOTE: ro Transcontinental Gas Engfn..rlnq O.p.ra -
T Pipe Line Corporation .,o,.tp?. T....
BASE FROM BELEWS CREEK, N.C. 7.5 MIN. A r?..,.aa En.. gu oop o
QUADRANGLE MAP, DATED 1969 AND PROPOSED REPLACEMENT OF
KERNERSVILLE. N.C. 7.5 MIN. QUADRANGLE
MAP. DATED 1969. a 36, MAIN LINE 'B'
t BRANCH OF REEDY FO AK AT MY, 1350.57
a GUILFORD COUNTY, NORTH CAROLINA
2,000` o Z,ooo•
iiiR D..rn a LAURIA D.t. 12/ /s2 APPROVED By IIATE1.5 -Rj,
SCALE IN FEET ch.ok.d By D.i. 1 G -" (??i,?((n/!/_p
pA ?..d 0.4! " " i "3 A oval tnn`*1993 SPREAD 3 53 5..,. SNOMN DWG. 2 -09-50
I." IN 11 -11 Sheet I or 4 NO. ICE-3A-001

4x
GUILFORD COUNTY,'NORTH CAROLINA
k \ ? 0+00 BEGIN
EXISTING 30"
MAIN LINE 'A'
EXISTING
BRANCH BANK
m
N 37°36' E
FLOW
N
-EXISTING
BRANCH BANK
cn
A
0tP +
d, 0 12
tp
. 0 O 03 i ? 00 ?c P
ALIGNMENT OF EXISTING
36' MAIN LINE "B' AND ITS
PROPOSED REPLACEMENT
PROPOSED RIP RAP
0
?- PROPOSED
PROPOSED 0 0 BRANCH BANK
BRANCH BANK 0 _1
i 0_?
- EXISTING 36'
MAIN LINE 'C"
20' 0 20'
SCALE IN FEET PLAN
NOTES3 °-- O
1. EXISTING MAIN LINE "B" 36' O.D. x .406' W.T. API-5L-X52
PIPE TO BE REPLACED BY 36' O.D. x .444• W.T. API-5L-x65 PIPE.
2. EXISTING MAIN LINE "B' PIPE ACROSS CREEK WILL BE REMOVED
AND REPLACEMENT PIPE INSTALLED IN OPEN CUT DITCH. '
3. EXPOSED 'Am AND 'C" PIPELINES MAY BE EXCAVATED TO INSPECT AND,
IF NECESSARY, REPAIRED OR REMOVED AND REPLACED.A ROCK AND WIRE
GRADE STABILIZATION STRUCTURE WILL BE INSTALLED DOWNSTREAM
OF THE PIPELINE CROSSING TO BUILD AND MAINTAIN COVER
OVER THE EXPOSED PIPELINE(S). THE OUTFALL GABIONS
WILL BE PLACED WITH THEIR TOPS AT PRESENT STREAM BOTTOM
ELEVATION. THE STABILIZATION GABION WILL BE INSTALLED ALIGNME
TO PROVIDE 2 FEET OF COVER. THE CHANNEL WILL BE Reference
RESTORED AS SHOWN AND WILL INCLUDE REGRADING
MRS. C. W. GRAY, st al
-EXISTING 550
36" FLUME
TO BE REMOVED
T
THE CHANNEL BED-WILL
THE CHANNEL BED AND BANKS Transcontinental Gas
. tion
C
Li
T P
BE REGRADED TO THE APPROXIMATE SLOPE SHOWN orpora
ne
ipe
_ SUCH THAT THE PIPELINES HAVE ADEQUATE COVER. THE A Tr.n.oo E.w•gy comp"
BANKS WILL BE GRADED WITH 2d SLOPES AND PROPOSED REPLACEM
STABILIZED WITH RIP RAP PLACED OVER A GEOTEXTILE 5 36' MAIN LINE
4. APPROXIMATELY 145 CU. YDS. OF RIP RAP AND
OF FILL DIRT WILL BE
YDS
CU
BRANCH OF REEDY FORK Al
.
.
APPROXIMATELY 26 . NORTF
GUILFORD COUNTY
USED OF WHICH 0.91 CU. YDS. PER RUNNING FOOT OF .
THE STREAM WILL BE BELOW THE ORDINARY HIGH 0.« % Mcw n u.t• ?2/9/92 A owed
WATER LINE.
"
' Checked Igrt(J o.t. I-7= 9
LINE STATIONS.
B
5. PIPELINE STATIONS SHOWN ARE
a Def
6. BEARING SHOWN WAS CALCULATED FROM 8 DWG
W.o.N..507L53 so.l. Shown .
ASTRONOMICAL OBSERVATIONS. 1993 SPREAD 3 e _ .... , ----- 7 . NO.
lD-7u/t-*UL f oV
0.q. No.
Er'w_ Ji g O.per tn.nt
W".t . T....
:NT F
S.
M.P. 1350.5 -?
CAROLINA
?- 13.1l . - 415'
c
GUILFOR(D COUNTY, NORTH CAROLINA
o z u
90 Zv- 90
_ ------- ----- - 4 - ^-? - _- -
PROPOSED -ut
(n w Cr BRANCH f 1 ,,
01n .? PROPOSED _ ?0 Cr BOTTOM 5- -- -- -
Ln FILL DIRT - 0 a® - rn
EXISTING
80 + PROPOSED
- ---
31 0 1' MIN. STREAM M j f 6' FLUME 2' x ' 80
U) 00 ©1 t 0 BE / GABIONS
0? 1' MIN. REt vED1 f PROPOSED
--- - - ------ - - - R{P- RA-P
/j/
5 MIN..
70
70
EXISTING BRANCH BOTTOM PROP3?GAD F N 2 _9'
20' 0 20' -- - PROFILE -- 10' - 0 -- 10'
SCALE IN FEET ALONG STREAM SCALE IN FEET
HORIZONTAL -- - VERTICAL
PROPOSED CHANNEL -?
SO NATURAL 80
12' IN WIDTH
f-PROPOSED' - - - `? --
- - BRANCH T 2/1 SLOPE 7 !`-??OPOSE 1?-- - --
--- --- -- 1 _5' MIN. _ BOT-TOM -- RAP
G _RAP
•PROPOSEO ,
IRT FILa
O ;? p
PROPOSED r _
- --- -- -
75 -- FILTER FABRIC 75
cEXX(JN GTF-4D0I -- °
--- --- -°-PROPOSED 36" MAIN LINE+'$"
70 --- -- - --- - REPLACEMENT 70
T.B.M. #1 - 60d NAIL IN 22' OAK TREE 42' RT.
5' 0 5' OF MAIN LINE "C", AT MAIN LINE "A"
SECT "A - A' STATION 5485+65
SCALE IN FEET ELEV. = 100' (ASSUMED)
T.B.M. #2 60d NAIL IN 8" POPLAR 27' RT.
OF MAIN LINE "C", AT MAIN LINE "A"
STATION 5488+20
ELEV. 80.57'
°j Transcontinental Gas ^° °°"?•?`
T Pipe Line Corporation 11"...'n T....
A Trams En gu caatpanu
I I 36' MAIN LINE 'B'
BRANCH OF REEDY FORK AT M.P.1350.
GUILFORD COUNTY, NORTH CAROLINA
Or- % Mod• An Deter 12/9/92 ? -d 8 G 1)nte 11,-5.41
Chocked 8 'rid Oeea
y o-.r -3!/ cats / ?' 13 o u.ed ?, 10,
".Nu 5071.53 Sce1a SHOWN DwG. 26-Q9-5C
1993 SPREAD 3
? 11
GUILFORD COUNTY, NORTH CAROLINA
-,E-- ----
?- Y1 (L F- Y
c U Z
- - - --. _ . sL .. - - - - ---
m; m
90 _. FitATIl 2AL - - ---- -? - - - - - -- - - - 90
+
GROUND--- ----- -- '` .. _ EXISTING 36"
cy- - - - - - f - - -- --b'------ MAIN L[NE ..8..
PROPOSE
80 y - - -? MIN._?-? - - - y/? BRANCH BOTTOM _(TO_ {3(= -REMOVEQ) 80
70 70
_ _ 10 MIN. _ I 10' MIN. FLO;
PROPOSED 36" MAIN
LINE 'B' REPLACEMENT- --HORIZONTAL PIPE -
T.B.M. #1 60d NAIL IN 22" OAK TREE 42' RT.
20' 0 20' OF MAIN LINE "C', AT MAIN LINE "A"
PROFILE STATION 5485+65
SCALE IN FEET - ° --- ELEV. = 100' (ASSUMED)
MAIN LINE "B" T.B.M. #2 ? 60d NAIL IN 8" POPLAR 27' RT.
OF MAIN LINE "C", AT MAIN LINE 'A"
STATION 5488+20
ELEV. = 80.57'
T Transcontinental Gas
Pipe Line Corporation ....
A Trer»oo Er»ryy eompony
PROPOSED REPLACEMENT OF
36' MAIN LINE -'B'
BRANCH bF REEDY FORK AT M.P.1350.57
Ir GUILFORD COUNTY. NORT+1 CAROLINA
Or- 99 MORGAN Deb 1219192 A roved a Q O Oete - Q 3
',:heked B ?/• v Dete ?? 4- C 7 3 , r
w
"?1> Deter /. .? app red
1993 SPREAD 3 w ° N. 5071.53 Scele SHOWN DJWG?.
D., Sheet 4 of 4
4
1 ?3051
GUILFORD COUNTY, NORTH CAROLINA
997
BRANCH OF REEDY FORK a9?
AT M.P. 1351.09
ur `????cJ
l DWG. NO. 26-03-50/CE-3A-001
039
= r9B /? A
- -
4, .??
71
Be•rv water GartleoS ?, - -
?IIl1T't ?? ?? -' 970 -`---
`m.
NOTEi
BASE FROM KERNERSVILLE, N.C. AND BELEWS CREEK, N.C.
7.5 MIN. QUADRANGLE MAPS BOTH OATEIJ 1969 AND
PHOTOREVISED 1986 AND 1987 RESPECTIVELY.
2.000' 0 2.000'
SCALE IN FEET 1993
Transcontinertal Gas .
79 Pipe Line Corporation
!. rran wo Ens ,% oo.p"
PRf1Pf1SFn BANK ST A

T rift Ioew12-1$ it
Enq>n..rlrq U.yarer..ns
r+o.,. «.. r..e.

GUILFORD COUNTY, NORTH CAROLINA
EXISTING X ISTING
BRANCH BANK BRANCH BANK
BEGIN RIP RAP
EXISTING 30'
N 41°34' E k o°• MAIN LINE 'A'
.o
5514+17 FENCE 5514+40 TOP OF BANK
5514+27 TOP OF BANK 5514+36 (L CREEK
r` BANK
ROY R.RAMPEY et ux PROPOSED o PROPOSED RIP RAP
5)2 BRANCH
BANK L-? °o
+P
EXISTING 36"
MAIN LINE "B'
"4
in
N
//.
EXISTING 36"
.? MAW LINE 'C"
/ ?? V.
FL-
:o.
o. o
•a?O.
.°
NOTES: °. END OF RIP RAP
'•. :':°•
[.EXPOSED PIPELINES MAY BE EXCAVATED TO
INSPECT AND, IF NECESSARY. REPAIR COATING. A t4)•-PROPOSED GABIONS TYPICAL AT
ROCK AND WIRE GRADE STABILIZATION STRUCTURE BOTTOM & UPBANKS OF STREAM PLAN
WILL BE INSTALLED DOWNSTREAM OF THE PIPELINE 2G' 0 20'
CROSSING TO BUILD AND MAINTAIN COVER OVcR
THE EXPOSED PIPELINE(S). THE OUTFALL GABIONS
SCALE W FEET
WILL BE PLACED WITH THEIR TOPS Al PRESENT
STREAM BOTTOM ELEVATION. THE STABILIZATION
GABION WILL BE INSTALLED TO PROVIDE 4 FEET OF
COVER. THE CHANNEL WILL BE RESTORED A SHOWN, Refwwce ora.l?q D.q No
AND WILL INCLUDE REGRADING THE CHANNEL BED t
AND BANKS. THE CHANNEL BED WILL BE REGRADED E„q,....,, Dopw"M
Transcontinental Gas
TO THE APPROXIMATE SLOPE SHOWN SUCH THAT T Pipe Line Corporation Noy.. T....
THE PIPELINES HAVE ADEQUATE COVER. THE BANKS
T A Tre„eoo Er qy oompwN
WILL BE GRADED WI
H 21L SLOPES AND STABILIZED
PROPOSED BANK STABILIZATION
WITH RIP RAP PLACED OVER A GEOTrXTILE.
2. APPROXIMATE 170 CU. YOS. OF ROCK RIP § OF BRANCH OF REEDY FORK
RAP WILL BE USED= APPROXIMATE .43 CU. i AT M.P. 135'51.09
YDS. PER RUNNING FOOT OF STREAM WILL GUILFORD COUNTY. NORTH CAROLINA
BE BELOW THE ORDINARY HIGH WATER LINE.
3
PIPELINE STATIONS SHOWN ARE "A' LINE aa^ MORGAN Deu 12/14/92 A ovW R°'j oeta2
.
STATIONS. Checked tllll o.u 1 ?-25-?z -7
4
BEARING SHOWN WAS CALCULATED FROM o-.r ??' °ate iZ
.
ASTRONOMICAL OBSERVATIONS. a w.o. No. 5071.53 scale SHO?rN owc. 1 26-09-50
-
1993 SPREAD 3 ' NO.
=
I CE
A
95
90
85
PROFILE ALONG C
Scale: 1'=10' T.B.M. 80d NAIL IN 12' POPLAR. 24' LT.
OF MAIN LINE "A" STA. 5514+98
ELEV. = 100.00' (ASSUMED)
Reference Urednq D.q.No.
Transcontinental Gas E-g--," U.parV.-t
/= Pipe Line Corporation H-tom T...
A Treneoo Energy co-". y
PROPOSED BANK STAIBILIZATION
OF BRANCH OF REEDY FORK_
AT M.P.1351.09
a GUILFORD COUNTY. NORTH CAROLINA
Ura.n By A AICCD Date 12/14/92 Approval By "<r<+ . Uote! "':* "t.
Checked 8u Z10 IDate 12'29'921"A J. a //// ?. /
P.! '% Date ; "-S •-r np ovec oy
1993 SPREAD 3 W. O. No. 5071.53 scat. SHOWN OwG.
Y, -,'- cheat 3 of 3 NO.
GUILFORD COUNTY, NORTH CAROLINA

X305 -7
GUILFORD COUNTY. NORTH CAROLINA
? // ? 850
UNon thou. • ?
?97t \\,WCh ,-
Cem' R
• ,tom. , _ e ?!~? i 1 ` 4 - ?'/??- 1 }1
0 ) tl
?BEAVER CREEK
x
~? ?; _ 1 1
AT M.P 135LBI _ l
r1?I ,N 5/CE-3A-OOt '""O\\
-
ORIG.NM 26o9-?J'G
.11934
\• ??? ; I ?I V? ??? - II ?? • 1? /. . i " ? • mss.
-moo
Zfwrw^ow Orwf 0.. No.
T Transcontinental Gas E^?"^'°'^B
NOTE, Pipe Line Corporation „?..., T....
A Trvrroo Enep" oomp"
BASE FROM BELEWS CREEK. N.C. AND SUMMERFIELD. PROPOSED BANK STABILIZATION
N.C.. BOTH DATED 1969. 7.5 MIN. QUADRANGLE MAPS.
w
t
K
2.000• 0 2.000'
SCALE IN FEET

D
1933 SPREAD 3 a
rt
.t
GUILFORD COUNTY, NORTH CAROLINA
EXISTING 5552+42 ?- BEAVER
30" MAIN LINE 'A" ti 5552+37 TOP OF
n
v
PROPOSED TOP
OF BANK --z
DAN F. RAY. at ux
556.2 EXISTING TOP
OF BANK-,
PROPOSED
RIP RAP /
EXISTING
36" MAIN LINE 'B'
PROPOSED CREEK
N REALIGNMENT -,
N
00
a
EXISTING
36' MAIN LINE 'C'
(2) PROPOSEO
3' x 2' GABIONS
NOTES,
L EXPOSED PIPELINES MAY BE EXCAVATED TO INSPECT
AND. IF NECESSARY, REPAIR .COATING.
2.A ROCK AND MIRE GRADE STABILIZATION STRUCTURE
WILL BE INSTALLED DOWNSTREAM OF THE PIPELINE
CROSSING TO BUILD AND MAINTAIN COVER OVER THE
EXPOSED PIPELINE(S). THE OUTFALL GABIONS WILL BE
PLACED WITH THEIR TOPS AT PRESENT STREAM BOTTOM
ELEVATION.THE STABILIZATION GABION WILL BE INSTALLED
TO PROVIDE 2 FEET OF COVER. THE CHANNEL WILL BE
RESTORED AS SHOWN, AND WILL INCLUDE REGRADING
THE CHANNEL BED AND BANKS. THE CHANNEL BED WILL
BE REGRADED TO THE APPROXIMATE SLOPE SHOWN SUCH
THAT THE PIPELINES HAVE ADEQUATE COVER. THE BANKS
WILL BE GRADED WITH 2,1 SLOPES AND STABILIZED WITH
RIP RAP PLACED OVER A GEOTEXTILE AND EROSION
CONTROL BLANKETS ABOVE THE HIGH WATER, 10 YEAR
STORM EVENT, LEVEL.
3. APPROXIMATELY 300 CU. YOS. ROCK RIP RAP WILL BE
USED (APPROX..42 CU. YDS. PER RUNNING FOOT OF
STREAM WILL BE BELOW THE ORDINARY HIGH WATER
LINE.)
4. STATIONS SHOWN ARE 'A' LINE STATIONS.
5. BEARING SHOWN WAS CALCULATED FROM ASTRONOMICAL
OBSERVATIONS.
1993 E
?• o
a
0
PROPOSED
RIP RAP
2
U
F--
oa.
?-PROPOSED PROPOSED CREEK m
REALIGNMENT +
TOP N
EXISTING TOP OF BANK LLn
OF BANK
5552+48 TOP OF BANK
N 45°12' E
FRED L. BENSON et al
556.3 PROP
` CER0
ON
PROPOSED
3' x 3' GABION
Q
00
0
a o'
o
0
RONNIE E. VENABLE, at al
557
PLAN
20' 0 20'
SCALE IN FEET
Reference Drawing U.9. Nc.
Ti Transcontlnental Gas Engin..ring D.p-"-t
Pipe Line Corporation Ho .te.., f....
A Tr.n.oo Enryy oomponV
PROPOSED BANK STABILIZATION
Ur CftAYtm
AT M.P. 13
GUILFORD COUNTY, Ni
Dra.n LAURIA Date 12/7/S2 App-.
Cherked yy Z Dealt-/6•9Z
tref r-/X Dat./Z•/G-9t pr ?vee
v.D. Na. 5071.53 sc.(. SHOWN
OSED M
SION
TROL W
NKET W
S
Ln
W
?y- r`??TTr I LtJ
W
Z
7- J

GUILFORD COUNTY, NORTH CAROLINA
FRED L. BENSON et 01
e36. PROPOSED TOP
OF BANK--\
1<
5553+80 TOP OF BANK (APPROX.) -,
N 45°12' E
PROPOSED EROSION
(V CONTROL
BLANKET
W
W
= EXISTING TOP
W OF BANK---
w
W
Z o .D
"a
o -5553+87 C BEAVER CREEK
00 5553+96 TOP OF BANK
o (APPROX.)
-EXISTING
30" MAIN LINE "A'
PROPOSED TOP
OF BANK

PROPOSED CREEK
REALIGNMENT
J oo' Dt --PROPOSED
RIP RAP
= a EXISTING TOP - EXISTING
U . o .o • o OF BANK 36" MAIN LINE 'B"
Q .o a
? o•
j.0
Ol RONNIE E. VENABLE, et of
N 557 N
In
LO
- - EXISTING
36" MAIN LINE 'C"
PLAN
20' 0 20'
SCALE IN FEET
Reference Dro.lnq D.q. No.
T Transcontinental Gas E" D'p.rt-t
Pipe Line Corporation Ho?...?, T....
A Trerwoo Erwryy coerpeN
€ OF BEAVER CREEK
AT M.P.1351.81
GUILFORD COUNTY, NORTH CAROLINA
Dr- Bu LAURIA Dete 12/7/92 Approved By Q„& .oaten-11• L
1993 SPREAD 3 15 IH.D.No. 6071.53 Is,.j. SHOWN OW0. z
IO.ran R Shat . 3 of _4 NO. I CE 3X
-.
GUILFORD COUNTY, NORTH CAROLINA
901
10' 0 10' SECTION "A - A"
Cr Al v TA1 CCCT
... ....
--
- - -~-
o
f? ..

7.. A;j
z

i vt - - _ x x

- -
- FOR
PQIZ N
- -
-_PROPOSED CREEK 13Af?f?t3f?
- 3 x
GA
100 - BOTTOM W _ FILL DIRT N ---- - ---
-- - 100
o
ca
c? 2
N A NW/A?03
- ---
90
90

_
EXISTING CREEK
-PROPOSED
7
7
7
BOTTOM 11
1
_ RIP RAP
- - - - - -
- - -- :(2YPROPOSED .
--U ' x 3 -- - - BO
80 .. .?.??
....- ........::.: :.:..:::........ ........:
T.B.M. #1 - 60d NAIL IN 14" POPLAR. 69' RT.
OF MAIN N MAIN LINE
PROFILE- "A" STATION 55 2+05,
20' 0 20' ELEV. = 100.00' (ASSUMED)
iiQ ALONG T.B.M. 02 - 60d NAIL IN 14" POPLAR, 66' RT.
SCALE IN FEET OF MAIN LINE "B" AT MAIN LINE
BRANCH "A" STATION 5553+62.
Reference Dra.ing D.g. No.
Transcontinental Gas Eng,n.¦rfng 0.p-f-t
T Pipe Line Corporation Heu.Mn T....
A Tronooo Energy ce p¦ny
I ur OtAVtm tlmttR
AT M.P. 1351.81
I GUILFORD COUNTY. NORTH CAROLINA
Checked % (" Oet¦ /t'K' `1 Z '
1933 SPREAD 3 a V.D. No. 507L33 Scel¦ SHOWN DWG.

GUILFORD COUNTY, NORTH CAROLINA
'fCrOjv
.00
• 9JA!?.••
N, i Uak a (/? 4 ,?.?'t l
f
,_:. _.. _ ?`? . • J_?, R % ?-_.?.-_-? \ 111 ??
95, .000"?"
r L CREEK \
F' AT M.P.1354.28
DWG. N0.26-C9-50/CE-3A-001 ?-
a '976
Z\

L 4

NOTES
BASE FROM BELEWS CREEK, N.C. AND SUMMERFIELD.
N.C., BOTH CATED 1969. i.5 MIN. QUADRANGLE MAPS.
2000' 0 2000'
SCALE IN FEET
1993 SPREAD 3
f
I ply
R•f-.no• 0...1n .W..
m Transcontinental Gas
T
Pipe Line Corporation H-t %i....
A Tr*n* o E, gV oowp..+y
PROPOSED GRADE STABILIZATION
IN BRANCH AT M.P.1354.28
GUILFORD COUNTY. NORTH CAROLINA
0?*- B MORGAN D.- 12/ 7/92 APPROVED 81 DA`tZ• 1-t '-I t
Lh•ok.d 9 7f D.? /2.16-`12 ---

.
W.O. No. 5071.53
S-1. 9"N DWG.
•-09-50
owl . I Sheet 1 or 3 NO. CE-3A-001
7CCn.rlcn AiAkca-77im nnkl
GUILFORD COUNTY, NORTH CAROLINA
ti
5683+54 TOP OF BANK

PROPOSED
TOP OF BANK
N 36°06' E
FLO- w _vm-
N I ?A
EXISTING 30"
MAIN LINE "A'
5683+58 ?_ BRANCH
-5683+62 TOP OF BANK
?- EROSION
CONTROL
BLANKET
PR GNP` NEB'
5
EXISTING
TOP OF BANK
AA
EXISTING 36"
MAIN LINE "C'
-PROPOSED RIP-RAP
PROPOSED 3' x 3' GABION
(2) PROPOSED
NOTES: 3' x 2' GABIONS
1. EXPOSED PIPELINES MAY BE EXCAVATED TO INSPECT
AND, IF NECESSARY, REPAIR COATING.
2.A ROCK AND WIRE GRADE STABILIZATION STRUCTURE
WILL BE INSTALLED DOWNSTREAM OF THE PIPELINE
CROSSING TO BUILD AND MAINTAIN COVER OVER THE
EXPOSED PIPELINE(S). THE OUTFALL GABIONS WILL BE
PLACED WITH THEIR TOPS AT PRESENT STREAM BOTTOM
ELEVATION. THE STABILIZATION GABION WILL BE INSTALLED
TO PROVIDE 2 FEET OF COVER. THE CHANNEL WILL BE
RESTORED AS SHOWN. AND WILL INCLUDE REGRADING
THE CHANNEL BED AND BANKS.THE CHANNEL BED WILL
BE REGRADED TO THE APPROXIMATE SLOPE SHOWN SUCH
THAT THE PIPELINES HAVE ADEQUATE COVER. THE BANKS
WILL BE GRADE WITH 2,1 SLOPES AND STABILIZED WITH
EROSION CONTROL BLANKETS.
3. STATIONS SHOWN ARE "A" LINE STATIONS.
4. BEARING SHOWN WAS CALCULATED FROM ASTRONOMICAL
OBSERVATIONS.
5. APPROX. TOTAL ROCK FILL (RIP RAP & GABIONS) IS 24
CU. YDS. OF THIS, 0.1 CU. YDS. PER RUNNING FOOT OF
STREAM ARE BELOW THE ORDINARY HIGH WATER LINE.
1993 SPREAD 3
20'
EXISTING
WOODEN
BRIDGE PLAN
20' 0 20'
SCALE IN FEET
JERRY COOKE et ux
573
-EXISTING 36'
MAIN LINE 'B"
! o-?
0
n w.0. No.
Reference Dreanq N% t"
Transcontinental Gas Cng,"-'n°
T Pipe Line Corporation H-.t.r.. T....
A Tr.n.oo E. % corep.ny
PROPOSED GRADE STABILIZATION
IN BRANCH AT M.P.1354.28
GUILFORD COUNTY, NORTH CAROLINA
Dre.n a BILLER[ Deu 12/7192 A oved a Oete 2•Ll•9't
M4
Checked B Dea IS-?L-9Z
A-d so -Igo 'f I- . '4
® ..,.rdit-h
GUILFORD COUNTY, NORTH CAROLINA
SECTION "A - As
N. T. S.
.. _
.. ..
a . / _.
? ..
f') _ __--? .. ..
a
Z - 3

y w - - --

r -- -

_
z
_ LIJ 4C
90 -EXISTING - 90
-PROPOSED BRANCH PROPOSED ao FI
WAQ'3
° ----- ---- BOTTOM _--- ° FILL °
- - + ?
BRI ut

a
o
o+ - - -
2'
80 --- --
80

70 STREAM
P05E{J
P

EXIST WG BRANCH ..:
-::
. _
Otier
70

-
- -. _? BOTTOM

-
GABION

-=------ (2) PROPOSER --
_ GABIONS
T.B.M.' BOd NAIL IN ROOT OF 14' WHITE OAK,
PROFILE 37.5' LT. OF MAIN LINE 'A", AT MAIN
- - ---- - ------ LINE "A' STATION 5RR2+99
20' 0 20' ALONG
_ ELEV. = 100.0' (ASSUMED)
SCALE IN FEET BRANCH
a
1993 SPREAD 3 a
Ref eeno. Drewlny D•9, Ho.
Transcontinental Gas Enptnw.lnp 0•p•.tr.•nt
T Pipe Line Corporation e.,.,.....
A Tr.rwoo Erwrgy ao p&N
PROPOSED GRADE STABILIZATION
IN BRANCH AT M.P.1354.28
a GUILFORD COUNTY. NORTH CAROLINA
Oren B LAURIA Date 12/7/92 A oral B OG Dotd Z•7.1•
?heched B Deu 11' Ir4-9Z
G./uno C,*/. Datw/G''y L. red u •?' ..
5071.53

g3os1
FORSYTH COUNTY-,NORTH CAROLINA
N ,Z.•'`..•. •'•'?f • • •4 . ??? ^Y. r.. . ..aIFI r°rOen S' ? v?
r ?_ f• tea. - i `!?'
? •,??,. .?. :fin,-?-. :=????? ,
0 (j
Kernersville
HM 10'31-??'\ ^..?+- ..?
h. f'-SewaRa -- -' 1? ,• •••, •`-southern Pilgrim, •----?- I
of lege
16-r 1y, rswile
• 11 ,
BRANCH
AT M.P.1347.76
DWG. NO. 26-09-50/CE-3A-001
'ei SHI O$• '
'+n
NOTE:
BASE FROM KERNERSVILLE, N.C.
7.5 MIN. QUADRANGLE MAP,
DATED 1969, PHOTOREVISED 1987•
2.000' 0 2,000'

I
• aly
Zia
E.
L W ;4
f _
?I
j
I

R.f'- 0 r..4nq I1..} wu
Transcontinental Gas
' °°°
°
Pipe Line Corporation ....
A Tren Energy corepeny
PROPOSED REPLACEMENT OF
36' NATURAL GAS PIPELINE 'C'
CROSSING BRANCH AT M.P.1347.76
FORSYTH COUNTY. NORTH CAROLINA
n. n w MORGAN 1—- 12/16/92 APPrrnvf 0 Rr V. nn1G•? A H
. if
n Awd u ?ih?C? ogle /2 Z .r. I I t.?/r ?o
w? .
1993 SPREAD 3 l,?N..50 3 1. ,•1. SHOWN owG, 26-g9-50
_ Ain f`C_ A -nn1
1
i,
v
6
N
FORSYTH COUNTY, NORTH CAROLINA
TO BE
36" CULVERJE
REMOVED
N 40° 18RIP RAP
d5O=6"
NSA R-3
EXISTING TOP OF BANK
?J A
PROPOSED TOP OF BANK
ROADWAY EXPRESS INC.
` 529

5339+55 TOP OF BANK -?
5339+65 ?- BRANCH
GABIONS PLACED WITH
TOPS AT PRESENT
STREAM ELEVATION
FILLED W/NSA A-3
d50=6" STONE
t'4 --I- TE --l '.
?. EXISTING MAIN LINE 'C' 36" O.D. x .406" W.T. API-5L-X60 PIPE
TO BE REPLACED WITH 36" O.D. x .444" W.T. API-5L-X65 PIPE.
2. EXISTING PIPE ACROSS CREEK WILL BE REMOVED AND
REPLACEMENT PIPE INSTALLED IN OPEN CUT DITCH.
's. CREEK BED WILL BE MODIFIED AS SHOWN. THE BANKS
WILL BE STABILIZED WITH RIP RAP OF THE SIZE AND
THICKNESS INDICATED ON 2:1 SLOPE, OVER A GEOTEXTILE.
GABIONS WILL BE INSTALLED DOWNSTREAM OF THE
PIPELINES TO PREVENT FURTHER HEADCUTTING IN THE
CHANNEL,WITH THE TOP OF THE OUTFALL GABIONS
AT PRESENT CHANNEL BOTTOM ELEVATION.
•4. TOTAL ROCK FILL (RIP RAP « GABIONS) = 203 CU. YDS.
(APPROX..45 CU./YD. PER RUNNING FOOT OF STREAM A E
BELOW ORLINARY HIGH WATER LINE.)
S. STATIONS SHOWN ARE 'C" LINE STATIONS.
'e. BEARING SHOWN ON SHEET 2 WAS CALCULATED FROM
ASTRONOMICAL OBSERVATIONS.
1933 SPREAD 3
TO BE FILLED
WITH DIRT

PLAN
40' 0 40'
iiiii
SCALE IN FEET
Reference Drewlnq Drq. No.
[oTranscontinerdal Gas
Pipe Line Corpordfon ?..?, ?....
A Tronsoo Energy coepoN
g I 36' NATURAL GAS PIPELINE 'C'
CROSSING BRANCH AT M.P.1347.'
rc ?.. ...,... .? .. ?1AA T1 1 r ? nnl tl
nrIDets 12/16/921 Appror"d N Rn ?, I Do(7.•"Lll•9 t- I
?.+a..
Date n
_ stn ,!z , / c cHnVN
ti
EXISTING 30" MAIN LINE 'A'
--T-
FLOW
EXISTING 36" MAIN LINE "B'
5340+24 TOP OF BANK
AOPOSED LIGNMENT OF EXISTING
" MAIN LINE "C' AND ITS
REPLACEMENT
OWG.
FORSYTH COUNTY,NORTH CAROLINA

?.... r ... ... .......:......
20' 0 20'
PROFILE
SCALE IN FEET MAIN LINE °C'
T.B.M. #1 - 60d NAIL IN 8" HINt, Z1' L 1. Ur
MAIN LINE "A' STA. 5341+43.
ELEV. = 100.01' (ASSUMED)
T.B.M. 02 - 80d NAIL IN 10" POPLAR. 38' RT.
OF MAIN LINE "C" AT MAIN LINE
'A" STA. 5339+19.
ELEV. = 79.69'
Reference D-J q D.q. N..
Transcontinbntal Gas F"q,ne -q
T Pipe Line Corporation Ha...., T-
A Tre. Energy canPWV
5 36' NATURAL GAS PIPELINE 'C'
CROSSING BRANCH AT M.P.1347.76
FORSYTH COUNTY, NORTH CAROLINA
Dra.n By N. KICKS Date I2/16/92 A roved By 90cl Do to 1 .4--
Checked 8y U) ti' Deu i 'ZB'?4
a?jY
f
'
?y
Del "
. ' /a Aepr o
Date 4
=
W'0'"e' 503TC-i S`-I- SHOWN DWG. -
1993 SPREAD 3 4 ? 77 sheet 3 of a No. -3A-O(

_cn.rl?n_?1/usr7_ /moraan/a53392103.c1:

FORSYTH COUNTY, NORTH CAROLINA
80
70
- .................... _
::LIJ :::...:::::::::::::::::::::::: u.:
.....:...:: s-
::........ aIJ .. . _ _?
........... .
.......................
....................... _ ........
.... ..

....... ......... .y. ............
.... .......... ..........................
...... ... _ ?
.....
....... ... ?_
¦ .:::

_ _ .

L12 ....:::....
..

................................
.
Z

W

PROPFlSED
............... ,.,
............. . ...............

w
.z LLJ

...........
,.
............................. EXISTING
.... m . :...:.:::. ....... P?iDP
::SOT:TOM }
o ........... .
.. ........... ..... .........
...
. :: ... -:. ......... :. Z?l.
70

.............. . .......... ..... - : .
o::

............................ .
..::
::
20' 0 20'
In J=
SCALE IN FEET
PROFILE
SECTION "A" - 'A'
T.B.M. Ski - 60d NAIL IN 8 PINE, 21' LT. OF
MAIN LINE "A' STA. 5341+43.
ELEV. = 100.01' (ASSUMED)
T.B.M. #2 - 80d NAIL IN 10' POPLAR. 38' RT.
OF MAIN LINE "C" AT MAIN LINE
'A" 3T A. 5339+19.
ELEV. = 75.69'
Reference Drerfnq D.q'NO.
?-. Transcontinental Gas F,q,e..r'nq U.F.-"""
Pipe Line Corporation ?a .,.,.....
A Treneoo Energy co.epwN
? ,3d NA I UnP'lt_ VnJ ? a? 4..?a?•? v
CROSSING BRANCH AT M.P.1347.7
rc -.. ......r.. unnTU - AOnl Th
1993 SPREAD 3
Dro.n tl K 'RIM Dot.. L2/16/92 App - r."d B GCO G Oete 1 -4" •q
Checked By 1 N"CJ Det• 4W-?2. ^ /I/.)
a (w
00
.. n u., ?'i(1 3 7.Ce9 Gnl. SHOWN DWG.

i
1305
FORSYTH COUNTY, NORTH CAROLINA
10
95 . ;'3. Gj c`
48
948
i 1
MARY REICH CREEK
AT M.P. 1341.51
! : I DWG. NO. 26-09-50/CE-3A-001 9zo V1 ill Burg
71
T. Transc
NOTE: /W Pipe L
A Tr voo
BASE FROM WINSTON-SALEM EAST, N.C. DATED 1950, PROP
PHOTOREVISED 1987, AND KERNERSVILLE. N.C:. 0i,TED NAT
1969. PHOTOREVISEO 1987. 7.5 MIN, QUADRANGLE MAPS.
CROSSING MI
FORSYTH
2000' 0 2000' MORGAN
ChmAod 6i Zrnt?
App. 66
" W.U. No. 5071.53
1993 SPREAD 3 6 r

Gec
nental Gas
Corporation
P
12/16 192 ?
12 •l4 •T?
EnglnN.ing D•pM UIIMt
T-
NT OF
fNES
f M.F. 1341.51
;AROLINA
?& .51 T
4 1 NO. I CE-3A-001

FORSYTH COUNTY, NORTH CAROLINA
EXISTING TOP
RIP RAP BLENDED OF BANKS-
INTO EXISTING - o
STREAM BANKS--.---'
o
--ALIGNMENT OF
' EXISTING 36"
MAIN LINE "C"
& ITS PROPOSED
REPLACEMENT

oo•
a •O°
' RIP RAP
°
SHERLIE B. WEAVIL, at ux o,° • NSA R-5
o
0°
a 050=9'
?•
)
,? 496 °
-ALIGNMENT OF
°' o• EXISTING 30"
_ > oa MAIN LINE 'A"
•o ° & ITS PROPOSED
N 44°33' E 0° REPLACEMENT
PROPOSED TOP - FLOW
OF BANK --- o
a -PROPOSED TOP
OF BANK

. Q = 't
o,`,C u p0?.. PROPOSED CREEK
9?h REALIGNMENT

? (PROP. STABILIZED CREEK
,• m Cr h BANKS WILL BE MERGED
gp0 E INTO EXISTING BANKS)
° o
Lw ALIGNMENT OF
°.
' N . EXISTING 36"
o
, MAIN LINE "B"

o? •?
•a & ITS
SED
bp P .a° " REPLACEMENT

0
0 0
oQ•
O QO
•a PLAN
20' -- - 0 -- 20'
SCALE IN FEET
? 0-Y x 3' .. 30' GABIONS
FILLED WITH NSA A-3 STONE 050=6.5"
1993 SPREAD 3
Reference Droring Drq. No.
AYTranscontinental Gas Enyin..ring Dop..trn.nt
Pipe Line Corporation ,?,..?,.....
A Trerom Energy aompeny
14A 1 UMAL VAS r1rtL11Vt5
CROSSING MARY REICH CREEK AT M.P. 1
FORSYTH COUNTY,NORTH CAROLI
Drorn d Morgan. Date 12118192 A rowd IZ6 t).wL-
Checked eq, U Dete ?Z'?6•y 1.
a M1 (!;W,. Date/1-014 •9'Z pp • y
a v.0. No. 8071.53 Sceie SMOWN DwG.
f uw ; sheet 2 0/ 4 NO. r_MW
FORSYTH COUNTY, NORTH CAROLINA
MAIN LINE "A'
20' 0
SCALE IN FEET
MAIN LINE "B' T.B.M. - 80d NAIL IN 8" FENCE POST, 74' RT.
20' MAIN LINE "A". STATION 5009+36
PROFILE ELEV.- 100' (ASSUMED)
fief - -- D o.ing 0.g. No.
T Transcontinental Gas Englnevlnq D•p-%.•nt
Pipe Line Corporation H-.ten. T."„
A Twr»oo Erw.gy ocomwN
PROPOSED REPLACEMENT OF
NATURAL GAS PIPELINES
F CROSSING MARY REICH CREEK AT M.P.1341.51
FORSYTH COUNTY, NORTH CAROLINA
0ro.n a MORGAN oat. 12/16/92 A Quad BW 9t C6 De41-17-q-=-
Checked B v,+y 0.'. i1•r?-9t
Ref lletn ?l -/L' 4'L App .e 4• n••r
0
w.0. lb. 5071.53 Scale SHOWN owu.1 26-09-50

FORSYTH COUNTY,NORTH CAROLINA
-
o -- - XISTING 36'-
GR. N ----= MAIN -}.IL _?-
-- LL LL tTO BE REMOVED)
3' MIN. _
..: +
°PRS1Pg5E0-R
<&-
01
-
---- -- --- -
-

-
OCHANNEL y
u 0

?
p
o bPOSE6
3' MIN.
100 ?-2d SLOPE --. .. u
, c RIP-RAP
_
--
too
-
h T MIN.
- _. _. _... _, ...- ...- _
90 .-. - _
a 90

80
-
- _ FLAW _
-
- - 80
?1T65Oi-IAEF(EAfi_- -

MADJ
(IF 36"
LINE '"C" 10' MIN

--
F7 CH' lt?'

MIN.
? 11
+ - -
- PROPOSED
GEOTEXTILE
_
_ HORi?-ONtAL PIPE EXXON GTF 40D _
MAIN LINE "C' T.B.M. - 80d NAIL IN 6" FENCE POST 74' RT.
20' 0 20'
PROFILE MAIN LINE "A', STATION 5009+36
SCALE IN FEET _ _ ELEV. = 100' (ASSUMED)
(2) PROPOSED
3' x 3' x 30'
[
'
to, _+
ABIONS TO BE
G
NOTESo FLUSH WITH BOTTOM
RESTORED CREEK
1. EXISTING MAIN LINE "A" 30' O.D. x .312" W.T. BOTTOM --
4•+
AP[-5L-X52 PIPE TO BE REPLACED WITH
_
30' O.D. x .375" W.T. API-5L-X65 PIPE.
N.
2. EXISTING MAIN LINE "B" 36' O.D. x .406' W.T. --EXISTING
API-5L-X52 PIPE TO BE REPLACED WITH RIP RAP CREEK
36" O.D. x .444" W.T. API-5L-X65 PIPE. -PROPOSED NSA R-5-1 BOTTOM
3. EXISTING MAIN LINE "C' 36" O.D. x .406" W.T. LINE "B" D50=9"-
REPLACEMENT
API-5L-X60 PIPE TO BE REPLACED WITH
36" O.D. x .444" W.T. API-5L-X65 PIPE. CREEK FLOW
4. EXISTING PIPE ACROSS CREEK WILL BE REMOVED Tr
AND REPLACEMENT PIPE INSTALLED IN OPEN CUT
DITCH. SECTION 'A - A'
5.CREEK BED WILL BE RESTORED TO PRE-REMOVAL (NOT TO SCALE)
ELEVATIONS AND THE WIDTH SHOWN IN PLAN ON
SHEET 2.
6. CREEK BED AND BANKS WILL BE STABILIZED WITH H.f ...,.c• u ..., 0. N..
RIP RAP ON 2e1 SLOPES, OVER GEOTEXTILE. GABIONS Transcontinental Gas `"°'?""`^° °"°""•"`
WILL BE INSTALLED DOWNSTREAM OF THE PIPELINES Pipe Line Corporation H..?
T....
TO PREVENT ANY FURTHER HEADCUTTING IN .
„ T."n.oo E, r" o p"„y
THE CHANNEL,WITH TOP OF GABIONS AT PRESENT
CHANNEL BOTTOM ELEVATION. PROPOSED REPLACEMENT OF
7. APPROX. TOTAL ROCK (RIP RAP & GABIONS) FILLi 62 CU. NATURAL GAS PIPELINES
YDS. (APPROX. 0.88 CU. YDS. PER RUNNING FOOT OF STREAM CROSSING MARY REICH CREEK AT M.P,1341.51
ARE BELOW THE ORDINARY HIGH WATER LINE). car FORSYTH COUNTY. NORTH CAROLINA
8. STATIONS SHOWN ARE "A' LINE STATIONS.
or s..n 8 Mo en o.a (2/16/92 rnvr+oven e. oaTS47 •qL
9. BEARING SHOWN WAS CALCULATED FROM ASTRONOMICAL CMok.d o.u?z ?? qZ
OBSERVATIONS. a
1993 SPREAD 3 w,). N.. 5071'" g°•?• SHOW, DWG. ?26-09-50
A
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W
.. " 9.., 4 ur 4 NO. CE-3A-001
u
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J A
JA
189 TECHNOLOGIES, INC.
10497 Town & Country Way
ENGINEERS
CONSTRUCTORS
Houston, Texas 77024
PO. Box 79031 77279-9031
[phone] 9 FAX [phone]
Transcontinental Gas Pipe Line Corporation
Post Office Box 1396
Houston, Texas
ATTN: Mr. Robert Dieste
q-)05?
December 18, 1992
FB&D Technologies, Inc. conducted wetlands investigations on Transcontinental Gas Pipe
Line Corporations' (TRANSCO) mainline in association with the maintenance and
replacement project between Station 150 and Station 160 in Davidson, Forsyth, and Guilford
Counties, North Carolina during October 12-16, 1992.
Sites within the replacement section of the 30" M/L "A" and 36" M/L "B" between Station
M.P. iaao.ia 150 and Station 160 include a wetland site at approximately 4939+36 and a creek crossing at
approximately station 4976+38 both in Davidson County, North Carolina. Based on this
investigation, the wetland site was not associated with a creek but was a small area of hydric
soils and hydrophitic vegetation. The hydrology of the area included saturated soils. The
second area is an acutely incised creek channel at the bottom of two steep inclines with no
associated wetlands. Soils were not hydric up to and including the top of the stream bank
based on a field analysis using Munsell Soil Color Charts and the Hydric Soils of the United
States. Vegetation on top and to either side of the bank was common Bermuda C nodon
dactylon) and mixed grasses. Hydrology of the area was associated with the creek and was
contained in the incised streambed. Based on this investigation, this incised channel was
designated a Waters of the U. S.
The second site is at station 5009+03 in Forsyth County, North Carolina and; is an incised
creek channel known as Mary Reich Creek with no associated wetlands. Soils were not
hydric up to and including the top of the stream bank based on a field analysis using Munsell
Soil Color Charts. Vegetation on top and to either side of the bank was predominantly
common bermuda and mixed grasses. Hydrology of the area was associated with the creek
and was contained in the incised streambed. Based on this investigation, this site was
designated a Waters of the U. S.
The third site is at station 5339+70 in Forsyth County, North Carolina and is an unnamed,
incised creek channel and has no associated wetlands. Soils were not hydric up to and
including the top of the stream bank based on a field analysis using Munsell Soil Color
Charts. Vegetation on top and to either side of the bank was predominantly common
bermudagrass and other mixed grasses. Hydrology of the area was associated with the creek
and was contained in the incised streambed. Based on this investigation, this creek was
A Ford Bacon & Davis Company
designated a Waters of the U. S.
The fourth site investigated is at station 5487+8 in Guilford County, North Carolina and is
an unnamed, incised creek channel with no associated wetlands. Soils were not hydric up to
and including the top of the stream bank based on a field analysis using Munsell Soil Color
Charts. Vegetation on top and to either side of the bank was common bermudagrass and
other mixed grasses. Hydrology of the area was associated with the creek and was contained
in the incised streambed. Based on this investigation, the tributary to Sills Creek was
designated a Waters of the U. S.
(7u.i Ford
The fifth site is at station 5514+46 in County, North Carolina and is an incised
M.P. 1351.08 creek channel with associated wetlands and is a tributary to Reedy Creek Soils outside but
adjacent to the creek were hydric based on a field analysis using Munsell Soil Color Charts.
Vegetation within this area was hydrophytic and included Sedges, Smartweed, Willows,
Daisy Fleabane, and mixed grasses. Hydrology of the area was associated with the creek
and an adjacent area which included saturated soils outside the incised streambed. Based on
this investigation, this creek was designated a Waters of the U. S with associated wetlands.
The sixth site investigated is at station 5553+37 in Guilford County, North Carolina and is
M.F. 1351.81 known as Beaver Creek is an incised channel with associated wetlands. Soils were hydric
adjacent to the stream bank based on a field analysis using Munsell Soil Color Charts.
Vegetation on top and to either side of the bank included typical hydrophytic vegetation and
mixed grasses. Hydrology of the area was associated with the creek and an area of saturated
soils adjacent to the incised streambed. Based on this investigation, Beaver Creek was
designated a Waters of the U. S with associated wetlands.
The seventh site is at station 5683+06 in Guilford County, North Carolina and is an
M.F. 1354.28 unnamed, incised creek channel with associated wetlands. Soils were hydric adjacent to the
stream bank based on a field analysis using Munsell Soil Color Charts. Vegetation on top
and to either side of the bank included typical hydrophytic vegetation and mixed grasses.
Hydrology of the area was associated with the creek and an area of saturated soils adjacent to
the incised streambed. Based on this investigation, this creek was designated a Waters of
the U. S with associated wetlands..
If you have any questions, please feel free to call at [phone].
Sincerely,
Michael A. Johns
Senior Environmental Scientist