20160825 Ver 1_RE_ Reforestation question regarding NCDOT_20200831

Wanucha, Dave
From:Hining, Kevin J
Sent:Monday, August 31, 2020 4:24 PM
To:Latham, Tim; Wanucha, Dave
Subject:RE: Reforestation question regarding NCDOT
Dave and Tim - thanks, this helps a bunch. I have a meeting with Lori Beckwith, our Corps rep, in a couple of weeks and
I’ll check with her regarding the Corps possible review of reforestation areas.

Thanks again,

Kevin

Kevin Hining
Division 11 Environmental Officer
North Carolina Department of Transportation

828-386-7202 cell
[e-mail]

801 Statesville Rd.
PO Box 250
North Wilkesboro, NC 28659

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
_____________________________________________________________

From: Latham, Tim <[e-mail]>
Sent: Monday, August 31, 2020 4:08 PM
To: Wanucha, Dave <[e-mail]>; Hining, Kevin J <[e-mail]>
Subject: RE: Reforestation question regarding NCDOT projects

Dave,
I agree with comments. For reforestation plant population would suggest NC Forest Service as additional source.

Have good day
Tim

1

From: Wanucha, Dave <[e-mail]>
Sent: Monday, August 31, 2020 3:23 PM
To: Hining, Kevin J <[e-mail]>; Latham, Tim <[e-mail]>
Subject: RE: Reforestation question regarding NCDOT projects

I have never been asked that question. It seems to me that since it is part of your 401 permit application
plans, it falls under DWR’s review (and quite possibly the Corps as well). Tim can certainly chime in if I’m
incorrect in that assumption. Seems like Roadside would have a role as well since it is reveg is involved with
intent to stabilize soil. Having said that, what you propose sounds reasonable. I would probably take a good
look at what’s there, and then add to if needed per the plan, being careful not to destroy what is there now. If
next year we find that the site is experiencing soil loss and instability, we would require a reveg -- again. This
is a pretty small area so probably not a big issue. But for larger reforested areas, it cold be a bigger deal.

Dave W.

Division of Water Resources
401 & Buffer Transportation Permitting
NC Department of Envirionmental Quality

336-776-9703 office
336-403-5655 mobile
[e-mail]

NC DEQ Winston Salem Regional Office
450 West Hanes Mill Road, Suite 300
Winston Salem, NC 27106

Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.

From: Hining, Kevin J <[e-mail]>
Sent: Monday, August 31, 2020 2:52 PM
To: Latham, Tim <[e-mail]>; Wanucha, Dave <[e-mail]>
Subject: Reforestation question regarding NCDOT projects

Hey Tim and Dave,

I apologize, as I may have already asked one or both of you the following question…. When DOT finalizes the erosion
control plans for a project, we will sometimes have a reforestation clause that will specify an acreage (and in some cases
a specific location for planting livestakes and/or bare root trees. My understanding is it is often up to the project
manager to determine the quantity and location. However, I wasn’t sure if that was something that one of your groups
monitored or not?

The reason I’m asking, is that we have a project in Lenoir that had a specific area slated for reforestation – it was a
stream relocation site beside Caldwell R-5745. See the bottom right on page 8 above, as well as page 9 for the
details. However, we have lots of natural regeneration in the specific area that we are supposed to reforest, and the
species that have naturally come up are the same ones we were supposed to plant (sycamore, poplar, black cherry,
2

etc.). My thought would be that when that happens, we are better off just leaving things as they are since 1) we might
damage a lot of plants stomping around planting new ones, and 2) the nursery stock we would plant might be less
suitable for the area than what comes up naturally. There are tons of other non-woody plants that have come up in the
area as well.

All that said, I don’t want to give the ok to do nothing additional if there is a non-DOT group or entity in charge of
reviewing those reforestation areas. If that’s the case, I’d seek them out for the ok. Would either of your groups be in
charge of reviewing reforested areas on our projects?

Thanks in advance for any assistance,

Kevin

Kevin Hining
Division 11 Environmental Officer
North Carolina Department of Transportation

828-386-7202 cell
[e-mail]

801 Statesville Rd.
PO Box 250
North Wilkesboro, NC 28659

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
_____________________________________________________________

Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
3

LOWER CREEK IMPACTS
Length
Type
Description
Permanent
58 ft
Fill
Proposed Reinforced Concrete
Box Culvert (131-73=58ft)
Permanent
154 ft
Stream Bank Stabilization
Class I Rip Rap at
Inlet and Outlet
Temporary
247 ft
Temporary Dewatering
Impervious Dikes,
Line Diversions and
Pump around (See Sheets 6&7)
Temporary
17 ft
Waterline Relocation/
Dewatering
Temporary dewatering,
impervious dikes, pump -around,
and temp. excavation for
relocation of 8" WL
UT TO LOWER CREEK IMPACTS
Length
Type
Description
Permanent
Restored
Stream
63 ft
Natural Stream Design
Relocated Stream in east quad
due to widened roadway
Permanent
201 ft
Fill
Relocated Stream in east quad
due to widened roadway
Temporary
0 ft
None
No temporary impacts
BEGIN PROJECT R-5745
-L- STA. 10 + 00.00
EIP 0
----------
NOTES:
1. LOWER CREEK IS IN THE CATAWBA RIVER BASIN.
2. CLEARING SHALL BE PERFORMED PER
NCDOT METHOD II PLUS 5' BEYOND
TOE OF FILL SLOPES.
GRAPHIC SCALE
20 10 0 20 40
EXISTING CULVERT DIMENSIONS - 1@8'X7',2@8'X12',1@8'X7'RCBC, 81 DEG. SKEW
PROPOSED CULVERT DIMENSIONS - 3@12'X12'-4" RCBC, 73 DEG. SKEW
TOTAL PROJECT LENGTH - 2600'
II �
FLOQDPLAIN BENCH
WITH1 RIP RAP (TYP.)
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LINED
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CMP
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CALDWELL COUNTY
0
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50200.1.1(R-5745)
TGSS
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TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY. NC 28/50
PH (704) 476 -0003
STREAM & WETLAND IMPACTS
LIMITS OF DISTURBANCE AND
PROP.TEMPORAWATERLINE Y LIERLINE(17RLF) FOR
57"x38" CS PIPE -ARCH
BURIED 8"
PROP. GREENWAY
SEE:DETAIL K
RESTORED
REALIGNED
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END END PROJECT R-5745
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SEE DETAIL E
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LOWER CREEK IMPACTS
Length
Type
Description
Permanent
58 ft
Fill
Proposed Reinforced Concrete
Box Culvert (131-73=58ft)
Permanent
154 ft
Stream Bank Stabilization
Class I Rip Rap at
Inlet and Outlet
Temporary
247 ft
Temporary Dewatering
Impervious Dikes,
Line Diversions and
Pump around (See Sheets 6&7)
Temporary
17 ft
Waterline Relocation/
Dewatering
Temporary dewatering,
impervious dikes, pump -around,
and temp. excavation for
relocation of 8" WL
UT TO LOWER CREEK IMPACTS
Length
Type
Description
Permanent
Restored
Stream
63 ft
Natural Stream Design
Relocated Stream in east quad
due to widened roadway
Permanent
201 ft
Fill
Relocated Stream in east quad
due to widened roadway
Temporary
0 ft
None
No temporary impacts
NOTES:
1. LOWER CREEK IS IN THE CATAWBA RIVER BASIN.
2. CLEARING SHALL BE PERFORMED PER
NCDOT METHOD II PLUS 5' BEYOND
TOE OF FILL SLOPES.
EXISTING CULVERT DIMENSIONS - 1@8'X7',2@8'X12',1@8'X7'RCBC, 81 DEG. SKEW
PROPOSED CULVERT DIMENSIONS - 3@12'X12'-4" RCBC, 73 DEG. SKEW
TOTAL PROJECT LENGTH - 2600'
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BASE FREQUENCY = 100 YRS
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-Y- STA. 14+98.16
BEGIN 2'-6" C&G
BEGIN 10' MULTI -USE
PATH
CL. B RIP RAP
o BEGIN PROJECT R-5745 GEOTEXTILE
/LL_ STA 10 + 00.00 EST. 5 SY
- L- POT 13+4859 =
- Y- POC 15+8222 ....
REBAR
I
PROP. ASPHALT
WALK AND RAMP
-L- PT /1+935/
I �xll
III
loe
4 \\,, RETAIN
I '''
FI,�
TOP=nIs.Iz' � g�
I' CLASS I RIPRAP ITYP.1
I I
TEST. TOTA 430 TONS,
75.00
18" CSP W/Ro
CONNECTORS
I;
ELBOW
8" CMP
RETAIN
+ BST \24'CONC 6°4C \s-,,,,,,
&G LAMP
POST '�-3
' �" "�+ -
g°Pvc DO
ABtila Dr
-- CON
.� )TOP=IIII.88I
z^" CONC cOA
B
24° CONCCOG°JI1
TOP=IIII.03 DI III 3
8�26
TOP=1114.34
24• CONC
GUSTING R/W COG
FOOTHILLS PARTNERS, LLC
DB 1166 PG 744
(TRACT I)
ROY DERMONT ANDREWS
FAMILY TRUST
DB 1638 PG 1611
24" CONc C&G
BST e
24° coNc COG
EIP TOP=1111.06'0
POC ss
+00.00 •I.
I
WLINE
0127.02
0
'Y- PC /N-77.99
CALDWELL COUNTY
DB 1844 PG 637
POT 10+00.00
CALDWELL
COUNTY'^.
DB 1844U
PG 637 3
EXCAVATION (TYP.)
EST. TOTAL DDE=125 CY
Y- PT 17+01.81
GR P/A
ROY R. &
DEBRA K. POPE
DB 1382 PG 55 \
P1 Sta 10+90.43 P1 Sta 22+29.95
A = 4 23' /2.6" (RT) 0 = /7' 36' 00.9' (LT)
D = 2' 07' 37.2" D = 4 05' 33.2'
L = 20625' L = 430.06'
T = 103J7' T = 2/673'
R = 2,693.75' R = 1,400.00'
SE = EXIST. S = 0.04
-GRN- STA 10+75.00 D`.= CCLIPH
BEGIN GREENWAY
PROP.
SAFETY RAIL
SEE DETAIL D
HEET 2D-1
IS MIL BUS
00' TAPE
57.00'
PL
76.51' WOODS
20.00
185.
Place Matting for Erosion Control
on Slope as Work Allows.
-L- Sta. 14 + 50 to 16 + 00 LT
-L- CURVE DATA -Y- CURVE DATA
P/
0
/4+40.4/
34' 33J' (LT)
/ 38'/3,3'
5 .87'
T = 2 2.43'
R=30..00'
EPHEN A. PHILYAW
DB 1114 PG 320
SEE DETAIL K
SHEET 2D-1
SEE DETAIL C
SHEET 2D-1
CL. B RIP RAP'
EST. 5 TONSI
110.00' GEOTEXTILESY w
EST.14 I�-
PROP.36' Ia
CONC. DRIVE
JOEL D. B "LOW
DB 1734 PG 161
PB 2 PG 76
Place Matting for Erosion Control
on Slope as Work Allows.
-L- Sta. 14 + 70 to 16 + 00 RT
-Y- POT /9+43i.65
TIMOTHY M. BIDDIX &
GEOFFREY C. BIDDIX
DB 1846 PG 1788
-GRN- CURVE DATA
P/ Sta /1+54.70 P/ Sta 11+80.85
A = 26' 42' 3/.6' (RT) p = 46' 03' 03.0' (LT)
D = /43' /4' 22.0" D = /43' /4' 22.0"
L = 18.65' L = 32J5'
T=950' T=17.00'
R=40,00' R=40.00'
®-GRN- PC 11+452/ I -GRN- PT 11+96.00
a -GRN- PRC 11+63.85 © -GRN- POT 13+14.95
©-Q S 27' 53' 51.7' W
24" COP W/ROD & LUG
CONNECTORS AND GASKETS
GREGORY BARLOW
DB 726 PG 1013
PB 2 PG 76
PROP. 10'
MULTI -USE
+70.00 PATH
80.00'
E^
STEVENS ENTERPRISES
DB 775 PG 940
-L- PC 20+132/
SEE DETAIL F
SHEET 2D-1
EXISTING
EXISTING R/W . B RIP RAP
EST. 1 TONS
GEOTEXTILE
320'TAPER
WOODS
INSTALL MATTING IN THE
PROPOSED DITCH LINE
-L- STA 16+25 TO 24+00 RT
EST. 545 SY
JOEL D. BARLOW
DB 1734 PG 161
PB 2 PG 76
PROJECT REFERENCE NO
R-5745
RAN SHEET NO
ROADWAY DESIGN
ENGINEER
SHEET NO
EC-09/CONST.4
HYDRAULICS
ENGINEER
For Slopes Excavated Greater Than 10 feet
Install Matting for Erosion Control on
Entire Slope as Work Allows.
SEE DETAIL F
SHEET 2D-1
5' MIN. BETWEEN
EXIST. SS AND 18" P PE
WOODS
4Y F
C
X 48'WD
_
CLINTON R. BARLOW
DB 1455 PG 1954
PB 2 PG 76
0.18 ACRE STREAMBANK REFORESTATION
1:5.
STEPHEN A. PHILYAW
DB 1114 PG 320
/
/ 110.00'
SEE RF-1, RF-2 AND PROJECT SPECIAL PROVISIONS

PROJECT REFERENCE NO. SHEET NO.
R-5745 RF-/
RN,' SHEET NO.
PLANTING DETAILS
LIVE STAKES PLANTING DETAIL
LIVE STAKE
SQUARE CUT
BUDS (FACING UPWARD)
LIVE CUTTING
(I/2'2' DIAMETER)
2 - 3 Feet
ANGLE CUT 30°-45°
E
COIR FIBER MAT
LIVE STAKES
EXISTING/PROPOSED
GROUND
EXISTING/PROPOSED
STREAMBED
BANK STABILIZATION WITH LIVE STAKES
NOTE:
LIVE STAKES SHALL BE SPACED APPROXIMATELY 4 FEET
ON CENTER
LIVE STAKES SHALL BE DRIVEN UNTIL APPROXIMATELY 3/4
OF LIVE STAKE IS WITHIN GROUND
BAREROOT PLANTING DETAIL
DIBBLE PLANTING METHOD
USING THE KBC PLANTING BAR
1. Insert planting bar 2. Remove planting bar
as shown and pull handle and place seedling at
toward planter. correct depth.
4. Pull handle of bar
toward planter, firming
soil at bottom.
5. Push handle forward
firming soil at top.
PLANTING NOTES:
PLANTING BAG
During planting, seedlings
shall be kept in a moist
canvas bag or similar
container to prevent the
root systems from drying.
KBC PLANTING BAR
Planting bar shall have a
blade with a triangular
cross section, and shall
be 12 inches long,
4 inches wide and
1 inch thick at center.
ROOT PRUNING
All seedlings shall be root
pruned, if necessary, so that
no roots extend more than
10 inches below the
root collar.
3. Insert planting bar
2 inches toward planter
from seedling.
6. Leave compaction
hole open. Water
thoroughly.
❑ TYPE 1 STREAMBANK REFORESTATION SHALL BE PLANTED 3 FT. TO 5 FT.
ON CENTER, RANDOM SPACING, AVERAGING 4 FT. ON CENTER,
APPROXIMATELY 2724 PLANTS PER ACRE.
❑ TYPE 2 STREAMBANK REFORESTATION SHALL BE PLANTED 6 FT. TO 10 FT.
ON CENTER, RANDOM SPACING, AVERAGING 8 FT. ON CENTER,
APPROXIMATELY 680 PLANTS PER ACRE.
❑ NOTE: TYPE 1 AND TYPE 2 STREAMBANK REFORESTATION SHALL BE
PAID FOR AS "STREAMBANK REFORESTATION"
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
STREAMBANK REFORESTATION TYPICAL
TYPE II
STREAM
STREAMBANK REFORESTATION
MIXTURE, TYPE, SIZE, AND FURNISH SHALL CONFORM TO THE FOLLOWING:
TYPE 1
50% SALIX NIGRA BLACK WILLOW 2 ft - 3 ft LIVE STAKES
50% CORNUS AMOMUM SILKY DOGWOOD 2 ft - 3 ft LIVE STAKES
TYPE 2
25% LIRIODENDRON TULIPIFERA TULIP POPLAR 12 in - 18 in BR
25% PLATANUS OCCIDENTALIS SYCAMORE 12 in - 18 in BR
25% PRUNUS SEROTINA BLACK CHERRY 12 in - 18 in BR
25% BETULA NIGRA RIVER BIRCH 12 in - 18 in BR
❑ SEE PLAN SHEETS FOR AREAS TO BE PLANTED
STREAMBANK REFORESTATION
DETAIL SHEET 1 OF 2
N.C.D.O.T.- ROADSIDE ENVIRONMENTAL UNIT
2

DIRECTION
OF FLOW
ANCHORS ON
1' CENTERS
COIR FIBER
MATTING
ANCHORS ON
3' CENTERS
EXTEND MATTING
TO NWSEL
--
STREAM BED
MATTING
IN TRENCH
ANCHOR TRENCH
ON 1' CENTERS
ANCHOR OVERLAP
ON 1' CENTERS
E - 6" OVERLAY(MIN)
PLAN VIEW
18„
(TYP)
BACKFILL
ON-
/\\ /\\ i\\
ANCHORS ON
1' CENTERS
IN TRENCH
MATTING SHALL BE
PLACED IN TRENCH
AND BACKFILLED
ANCHORS ON
1' CENTERS
TYPICAL CROSS SECTION
ANCHORS ON
3' CENTERS
ANCHORS ON
1' CENTERS
FLOODPLAIN/
EXISTING
GROUND
6" MIN
COIR FIBER MATTING DETAIL
2" x 2" (nominal)
WOODEN STAKE
1"
12-24"
#10 STEEL
REINFORCEMENT BAR
4"
IAMETER BEND
24"
1" (nominal)
STAPLE
1"
1
ANCHOR OPTIONS
PROJECT REFERENCE NO. SHEET NO.
R-5745 RF-2
RA, SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
STREAMBANK REFORESTATION
DETAIL SHEET 2 OF 2
NOT TO SCALE
N.C.D.O.T.- ROADSIDE ENVIRONMENTAL UNIT

cr
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
UTILITY CONSTRUCTION
PROJECT REFERENCE NO.
SHEET NO.
R-5745 I UC-04
DESIGNED BY: A/-/C
DRAWN BY:
ANC
I-
I
N 45°15'16°
230.62'
M. PROPOSED 90° TEE
L- STA. 21+31.23 RT 158.47'
TIE TO EXISTING 12" WATERLINE
-WL1- STA. 0+00
-WL3- STA. 2+35.56
RICHARD M. &
CYNTHIA H.
BARLOWE
DB 1698 PG 379 +00 oo/I
PB 25 PG 209 123.00
N 45°15'16" W
238.73'CONC
DI LR= IS° LLEE
12" VALVE
RA PROPERTY, LLC
DB 1745 PG 530
PB 25 PG 209
-Y- STA. 14+98.16
BEGIN 2'-6" C&G
BEGIN 10' MULTI -USE
REMOVE! EXISTaCzIV Ad�1_
EST 1
o BEGIN PROJECT R-5745 GEOTEXTILETONS
L- STA 10 + 00.00 EST. 5 SY
w / -L- POT 13+48.59 =
-Y- POC 15+8222
PROP. ASPHALT
WALK AND RAMP
-L- PT 11+93.51
0
I _
• 9E - —
1 INV-1107.06
EXISTING P/V
8' G0NC
COG
15" RCP
�€fAIF�
+8726 TNP-IIb9:� 24" CGNG
P/W C&G
FOOTHILLS PARTNERS, LLC
DB 1166 PG 744
(TRACT 11
PROPOSED 236 LF
OF 12" WATER LINE
JDUCTILE IRON CLASS 350)
REMOVE EXISTING VALV
N 45°27'24" W
290.43' IEIP-EIPI 289.61' (RW-EIP)
ABANDON APPROX. 238' LF
12" UTILITY PIPE
WORK NEEDED ON EXISTING 6" AC
WATER LINE WILL BE CONSIDERED
INCIDENTAL TO PROPOSED 12"
WATER LINE REPLACEMENT.
ROY DERMONT ANDREWS
FAMILY TRUST
DB 1638 PG 1611
TIE TO EXISTING 12" VALVE
-WL3- STA. 0+00
-L- STA. 13+97.40 RT 66.96'
N 46°42'20" W
336.44'
7
I-
2
//'
+95.00
EX. RAY\
TOP=1115.12'
18" CSP W/R4
CONNECTORS
coNc 7--
- 6°q6 \
BST \24' CONC
,
&G
Q
LAMP
POST
BPVC
59
2 CONC C&G
J n,
CLASS I R
ST. TOTA
& LUG
ND GA
ELBOW'
8' CMP
RETAIN
•
-GRN-
127.02
Y- PC //f77°99
CALDWELL COUNTY
DB 1844 PG 637
POT 10+00°00
CALDWELL
COUNTY
DB 18448
PG 637 3
12" VALVE'
8" VALVE
GRN- STA 10+75.00
BEGIN GREENWAY
57"x38" CS PIPE -AR
BURIED 8"
SEE AIL B
S 49°OS'32" E 126.70'
'Ip •%
a (UL1 \
/ STEPHEN A. PHILYAW
DB 1114 PG 320
SEE DETAIL K
SHEET 2D-1
/ SEE DETAIL C
SHEET 2D-1
Li N///�-��►�®�, f._. 11
RTOA�
�nIIN en 2� • E%TI 24" C W/ROD : UG
"� SEE �' f f-�► p0 110.00' :GEC:L.73;5
4 Iw IS NIL BU%/
SHE CO ECTORS A . GASKETS
PROI��.�zCO. DRIVE PROP. 10'
1��1�a�� MULTI -USE
Ln I w PATH
+
WOOD
BOW PROP. z 'L; L, _ I Elu •I ' , A�I�
10•11.- . SAFETY RAIL
PROP 45° HORIZ.
BEND -L- STA.
14+86.74 LT 166.62'
PROP 45° HORIZ.
BEND -L- STA.
15+99.22 LT 48.90'
RELOCATE WATER METER
PROP 11.25° HORIZ.
BEND -L- STA.
17+17.35 LT 46.21'
PROPOSED 1045 LF
OF 8" WATER LINE
DUCTILE IRON CLASS 350)
PROP 11.25° HORIZ.
BEND -L- STA.
-17+75.30 LT 34.00'
STEVENS ENTERPRISES
DB 775 PG 940
FENCE
EXIST. RCBC S 45.31' 12.5' E
TO BEFE,2
0+50 GP l ricP IT .LPL E ey_,
HE€AILs-
,'`; _E DETAIL D T 4 FDP
D_1 I ?
GRAU 350
EXCAVATION I
EST. TOTAL DDE=
Y- PT 17+0/.8
GR P/A
ROY R. &
DEBRA K. POPE
DB 1382 PG 55 \
49°4I'10"
196.51'
D. BA' W
4PGI
2 76
-Y- POT /9+43,65
TIMOTHY M. BIDDIX &
GEOFFREY C. BIDDIX
DB 1846 PG 1788
' PL
EXAM
LOW
C W/LT
GREGOR'
DB 726 PG
PB 2 PG 76
5+004- ,,©+50
64 ORSVILLE
NC •./
CONCRETE PIERS
PROPOSED 40 LF
OF AERIAL 8"
SANITARY
GRAVITY SEWER
CONCRETE PIERS
PROPOSED 115 LF
OF 8" SANITARY
GRAVITY SEWER LINE
TIE TO EXISTING MH
-L- STA 14+01.97 RT 74.33'
ADJUST TOP AS NEEDED
\\
INVERT IN=1100.76
INVERT OUT=EXIST
-L- PC 20+1321
SEE DETAIL F
SHEET 2D-1
SEE DETAIL G
SHEET 2D-1
50.00'
TIE TO EXIS15ITR
-L- STA. 17+12.07 RT 41.02'
ADJUST TOP AS NEEDED
INVERT IN=EXIST, INVERT OUT=1102.48'
PROPOSED 198 LF
OF 8" SANITARY
GRAVITY SEWER LINE
4' DIA UTILITY MANHOLE
-L- STA. 15+16.95 RT 74.58'
TOP=1102.07' INVERT IN=1101.40'
INVERT OUT=1101.38'
JOEL D. BARLOW
DB 1734 PG 161
PB 2 PG 76
+00
ABANDON APPROX. 1010LF
8" UTILITY PIPE
Ey
CLINTON R. BARLOW
DB 1455 PG 1954
PB 2 PG 76
Is
11I
SEE DETAIL F
SHEET 2D-1
CHECKED BY: BC/-/
APPROVED BY: 777
REVISED:
NORTH CAROLINA
DEPARTMENT OF
TRANSPORTATION
UTILITIES ENGINEERING SEC.
PHONE: [phone]
FAX: [phone]
UTILITY CONSTRUCTION
PLANS ONLY
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
7(ris
TGS ENGINEERS
, 804—C NI. LAFAYETTE ST
SHELBY, NC 28150
PH [phone]
CORP. LICENSE NO.: C-0275
5' BETWEEN ADJUST
EXIST. AND 18" PPE MANHOLE
WOODS
ADJUST
MANHOLE
x15TING

PROJECT REFERENCE NO.
R-5745
SHEET NO.
UC-06
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1 160
1,150
1,140
1,130
1,120
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CLEARANCE 0
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M
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CLEARANCE BEIWEE
FACES OF PIPES
OUI
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IDE
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'INTA 18" MINIMUM
:1y+
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I A1ANe.E BETWEEN OUT
ES OF
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1 160
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1 130
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PROJECT REFERENCE NO.
R-5745
SHEET NO.
UC-07
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