20191570 Ver 2_Pre-Filing Meeting Request_20210325

DWR Pre -Filing Meeting Request Form
ID#*
Regional Office*
Reviewer List*
20191570
Version *
2
Washington Regional Office - [phone]
Robert Tankard
Pre -Filing Meeting Request submitted 3/25/2021
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Landon Weaver
([e-mail]
Luke's Landing
Bill Clark Homes of Greenville, LLC
Pitt
Owner Address: Street Address
200 East Arlington Blvd
Address Line 2
City State / Rovince / Region
Greenville NC
Fbstal / Zip Code Country
27858 USA
Is this a transportation project?* r Yes (' No
Type(s) of approval sought from the DWR:
fJ 401 Water Quality Certification - I— 401 Water Quality Certification -
Regular Express
I— Individual Permit I— Modification
r Shoreline Stabilization
Does this project have an existing project ID#?*
(' Yes r No
Please list all existing project ID's associated with this projects.*
SAW-2018-01072
Do you know the name of the staff member you would like to request a meeting with?
Chris Pullinger
Please give a brief project description below and include location information. *
Residential development that has a Blue Line stream bisecting the
property that has be crossed in order to develop the back portion of
the parcel. A proposed R/W with public utilities will cross the stream
as close to perpendicular as possible.

Please give a couple of dates you are available for a meeting.
4/1/2021
4/6/2021
Please attach the documentation you would like to have the meeting about.
P1622-002 007 RO CONST.pdf
P1622-002 008 RO CONST.pdf
pdf only
16.79MB
9.29MB
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 3/25/2021

FES-3
PROPOSED 8" WATERLINE
TO TIE TO EX.10"WATERLINE
AT TUCKER ROAD BY EPIIC,
CL INT.
STA.0+00 TERESINA
CL NC HWY 33
EX.EL=29.52
CD
32
30
...2.8.
26
24
...2.2.
20
UTILITY
EASEMENT
EXISTING
EDGE OF
PAVEMENT
DR. =
5'
35'
DRYBORE & JACK 24'
STEEL ENCASEICNT FOR
12" SANITARY SEWER
DRYBORE & JACK 20
STEEL ENCASEMENT FOR
8° WATERLINE.
• •
EX.411ATERL INE
0
C;) I
NI
I
WI
X I
CL INT.
STA.0+00 TERESINA DR.=
CL NC HWY 33
EX.EL=29.52
100' VC
PVI STA:1+2
PVI EL=29.8
e=1-0.1.3
FE=29.70
IEX.8"SEWER I
FORCEMAIN
- -
9.24
3
0
0.5
CL INT.
STA.2+53.14 TERESINA DR.=
STA.0+00 TEAGUE DR.
FE=29.17
"C-900
ATER
100' VC
4"C-900
WATER
_J
0
10'x70'
SIGHT TRIANGLE
TYP )ALL
INTERSECTIONS
6"FM
NORTH
DB 2515, PG 199
PHASE 1
10'ELECTRIC
EASEMENT
77/%77,777
8"x 8"TEE
8"x4" RED
2-8"GV
4"GV
CL INT.
STA.2+53.14 TERESINA DR.=
STA.0+00 TEAGUE DR.
FE=29.17
PVI STA.2+53.14
PVI EL=29.21
e=-0.04
FE=29. 17
8"R P
1
I I
\IB" C-900
V WATER
7
\
EX,8"SEWER
FORCEMAIN 6" PVC FORCEMAIN A C-900
\NISAN \\\\
• WATER. • •pbrl°^SED
PROPOSED
\\\
0 • 8 4
1001VC
CE32,
F H
-ASSEMBLY
10'WATERLINE
EASEMENT
PVI STA.4+43.14
PVI EL=27.61
e=0.17
FE=27.78
CL INT.
STA.6+63.14 TERESINA DR.=
STA.0+00 LEONARDO DR.
FE=28. 38
0
INLET PROTECTION
(TYP ALL BASINS)
5'SIDEWALK
77_7_6"FM
8 'C-900
WATER
'1 "SEWER
SERVICE(TYP)
©
8"x 8"TEE
8"x4" RED
2-8"GV
4"GV
0
0
MCC
IW
P8
-4:CW
MM
OW
0
CD<
NW
DI5
7D 14
• mi • i•
r-
1-AN,
OSAft
IP \ •
•
STORMW ATER
DETENTION \,
POND "1
10 FES-4
FES-5
---1-!,
AnAlmvANN
TERESINA DR VE
(60' RW 27' BC/BC PUBLIC)
TERESINA DRIVE
EXISTING
GRADE
----------
A
FORCEMAIN
DROP •ASSEMBLY
6•"DIP W/.
4-45° ELLS
WATER MAIN
DROP ASSEMBLY
8"DIP W/.
4-45° ELLS.
DRYBORE & JACK 16"
-STEEL ENCASEMENT FOR
8" WATERLINE.
EX.4"PVC
"C-900 WATER
18
16
WATERLINE
EPWC
14
8"PVC
EWER
DRYBORE & JACK 24"
STEEL ENCASEMENT FOR
12" SANITARY SEWER
12
\N\-r
12"DI
289 .LF
2." PVC S
10
8
MH -1
STA.-0+40
EWER @ 0.24%
•
FORCEMA N
DROP ASSEMBLY
6"DIP W/
4-45° ELLS
18"RCP•
P4
CL INT.
STA.6+63. 1
STA.0+00 L
F =28.38
100 VC
PVI STA.6+63.14
PV.I.EL=.28.71.
e=0.32
FE=28 39
8"C-960 WATER AND
6"PVC :FORCEMA1N ON
OPPOS 1-TE SIGE$ OF ROAu
6" PVC 'FORCEOIN
\•%. \\\\
ATER • •
CB-2
STA.4+57.14
TOH=27.70
nc-9
0
INV.=24.20
CB-3
.STA.4+5.7..14 . . .
TOH=27.70
INV. =24.12
RIM=27.50
INV OUT=12.85
406 LF 12 PVC SEWER @
MH-2(DR.OP EXT.BASE)
STA.2+53.14
RIM=29.17
W.INV.IN=20.28
W.INV.(DROP)12.17
N.INV.OUT=12.07
S.INV= IN=12.17
0.24%
MH-5 ( DROP EXT . BASE )1
STA.6+63.14
RI M=28.38
N. INV. OUT10.99
W.INV.IN=17.17
W. INV. I N( DROP )=11.09
S. INV. I N=11. 09
4"C-900
WATER
8"PVC
SEWER
8"PVC
SEWER
304
PHASE 1
4 TERESINA DR.=
EONARDO DR.
-41111--
6" PVC
FORCEMAIN
FROM PUMP
STAT ION
18"RCP
P13
FORCEMA N
DROP ASSEMBLY
6"DIP W
-45° ELLS
CB-5(DBL)
STA.9+06.14
TOH=23.72
INV.19.50
CB-6
STA.9+06.14
• TOH=23.72
• N.INV=20.44
E.INV =19.42
LT 12" PVC SEWER
@ 0.24%
MH-7( DROP )EXT.
STA.9+47.29
R I M=22. 75
N. INV. IN=7.53
S. INV. IN=10.26
. INV. IN( DROP ) .53
W. INV. OUT=7.43 1
8+00 9+00 10+00 11
BASE
SEE PREPARED PUMP
STATION PLANS FOR
SITE PLAN
\ IP\ • Pftl,
\
.011?4**411"
FH
ASSEMBLY 1.
PHASE 2
cp
CL INT.
STA.12+40.89 TERESINA DP.=
STA.0+00 ANGELA LYNN DR.
FE=26.15
150' VC
PVI STA.10+65
PVI EL=20.54
e=0.98
FE=21.52
12"PVC
EWER r e
267 I. r
DROP ASSEMBLY
6"D1P W/
.4-45° ELLS
CB-7
STA.10+55
TOH=21.50
/8"x 6"
•/ REDUCER
6"C-900
WATER
CL INT.
STA.12+40.89 TERESINA DR.=
STA.0+00 ANGELA LYNN DR.
FE=26.15
X
X
8"x
8"x
8"G
2-6
6"TEE
6"RED
v
"GV
X
PHASE 2 rnw PHASE 6
_6"C-900
WATER
10'WATERLINE
EASEMENT -
28
26
PHASE 2 -14 Pi PHASE 6
100' VC
PVI STA.13+55
PV I EL=29. 80
e=-0. 20
/ FE=29.60
32
30
30
24
22
316 LF 8" PVC
20
SEVER @ 0.42%
14+00
16
• 18
24
22
20
18
16
14
12
10
8"PVC
SEWER
BEFORE YOU DIG!
NC ONE CALL
( TOLL FREE)
( OR 1-800-632-4949 )
71' IT'S THE LAW!
STA. 14+00
CL TERESINA DR.
STA.0+00
FE=22.75
12"PVC
SEWER
24
22
20
18
16
14
12
41 LF 12"
PVC SEWER
el 0.24%
8
pVC SO4ER
INV. =1459
CB-8
STA.10+55
• MH-7( DROP )EXT. BASE
STA. 0+00
• R I M=22.75
• N. INV. IN=7.53
S. INV, IN=1026
S. INV. IN( DROP )7.53
• W. NV. OUT=7. 43
TOH=21.50
•INV.=14 66
N
12
• ok\A_Y"0z , , • •
10
• e's7Its
0. 42% • •• • • •
SEAL •
36845 • •
• • MH -8 ( DROP EXT.BASE ) -6:AFG
STA.12+40.89
RIM=26.15
•
la • 8
W. INV. I N=8 . 76
S. INV. OUT=8. 66
N. INV. I N=20. 17
N. INV. IN(DROP )8.76
00 •••12+00
•••••
441
0+00
CONSTRUCTION PLANS
• PLAN AND PROFILE TERESINA DRIVE
STA. 000/STA.1400
10
8
MH-7A
STA. 0+45
RIM=23.5
. INV. IN=7.33
W. INV. OUT=7.22
0+50
6
REVISIONS
IBY 0. DATE IDESCRfPTION
I .1
LUKE'S TIAN
NG
GRIMELANO TOWNSHIP PITT COUNTY
NORTH CAROLINA
BILL CLARK HOMES
OwNERIS 1: OF GREENVILLE,LLC
200 E. ARLINGTON BLVD.
ADDRESS: SUITE A
GREENVILLE, NC 27858
PHONE: [phone]
DESIGNED: RAB
STROUD ENGINEERING. P.A. DRAWN:
DATE: 1/26/21
PROJECT NO: .P1622-002 . .
DRAWING NO: 00E0+00
1+00 2+00
3+00
4+00
5+00 6
+00
7-1-00
RICHARD A. BRIAN. P.E.
13+00
TOT -8 comEnt STREET
GREEN', RAE . HOUR ERROL IT411, 2785/
t 252 1 756-9352
I. IMRE N.C-0617
SCALE: H:1"50'
V: 1"-2'
APPROVED: RAB
SHEET C3 OF 24

Line
i
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
Bearing
S 78°42'24"
S 59°51'06"
S 51°00'58"
S 25°47'44"
S 52°14'13"
S 81°45'33"
N 85°19'29"
S 56°01'26"
N 83°26'21"
S 56°56'36"
S 84°01'14"
S 59°39'59"
N 59°01'57"
S 38°20'57"
S 49°22'38"
N 60°22'14"
N 75°45'53"
S 76°35'13"
N 73°03'21"
N 62°06'21"
N 16°14'25"
S 88°31'27"
N 47°32'30"
N 23°15'30"
BENCH MARK
NCGS MONUMENT
"GRAVE"
(N) 674254.13
(El 2516369.55
NAD83 (2001)
(PUBLISHED)
EL.25.80
NCGS MON "GRAVE"
(N) 674253.9608
(E) 2516369.1480
NAD83 (2001)
EL.25.62
/
/
100 50 0
•
Distance
22.07'
97.03'
23.12'
48.42'
61.93'
83.13'
37.78'
78.18'
24.10'
19.25'
14.72'
9.63'
19.85'
71.62'
31.64'
28.43'
48.31'
24.82'
58.10'
124.21'
28.40'
19.79'
31.82'
40.40'
LINE SCHEDULE
TO ®
Bearing
L25 N 04°58'25"
L26 N 21°18'54"
L27 N 59°12'33"
L28 N 20°56'44"
L29 N 00°09'06"
L30 N 31°39'55"
L31 N 07°24'30"
L32 N 18°47'50"
L33 N 44°17'50"
L34 N 06°07'25"
L35 N 46°12'33"
L36 N 11°06'19"
L37 N 00°58'32"
L38 N 15°48'08"
L39 N 59°09'55"
L40 N 03°34'13"
L41 N 29°11'16"
L42 N 19°41'20"
L43 N 49°19'36"
L44 N 27°02'20"
L45 N 03°05'02"
L46 N 09°15'40"
L47 N 45°25'49"
L48 N 82°24'47"
L49 N 39°44'32"
Line
LEGEND
FE= FINISH ELEVATION
SF= SQUARE FEET
MBL= MINIMUM BUILDING LINE
MH= MANHOLE
CB= CATCH BASIN
D1= DROP INLET
FES= FLARED END SECTION
FH= FIRE HYDRANT
RED= REDDUCER
R= RADIUS
GV= GATE VALVE
PN= PIN NUMBER
0
(PUBL
- -, .-
/ •'.//
1 •� /
E
w
w
w
E
w
E
w
E
w
W
W
w
E
E
E
W
W
E
E
E
w
w
w
w
Distance
30.77'
75.92'
77.43'
77.45'
74.36'
29.36'
163.61'
91.40'
17.70'
28.17'
41.44'
137.40'
33.32'
15.12'
14.88'
18.52'
50.60'
45.05'
69.66'
33.09'
59.78'
23.15'
13.55'
33.96'
44.19'
Line
L50
L51
L52
L53
L54
L55
L56
L57
L58
L59
L60
L61
L62
L63
L64
L65
L66
L67
L68
L69
L70
L71
L72
L73
Bearing
N 16°07'46"
N 15°49'41"
N 49°10'00"
N 16°45'45"
N 61°17'14"
N 36°03'05"
N 12°49'03"
N 01°29'55"
N 50°01'35"
N 67°29'21"
N 45°55'23"
N 64°57'37"
N 53°22'58"
N 52°09'55"
N 40°29'55"
N 32°04'21"
N 39°38'40"
N 39°32'29"
N 26°42'36"
N 38°05'46"
N 27°34'11"
N 42°53'45"
N 31°12'01"
N 32°39'10"
/
ZONE RR
SANDRA ROSE
HARDEE PAYNE
MB 76, PG 29
PN 17728
RESIDENTIAL
LIMITS OF DISTURBANCE
N 10°54'28" W 528.62
w
E
E
E
E
E
E
W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
Distance
9.95'
10.24'
65.15'
35.05'
49.56'
38.02'
69.51'
52.67'
19.15'
69.81'
37.69'
82.77'
80.07'
113.81'
78.79'
59.81'
17.02'
57.55'
71.31'
26.75'
24.26'
29.65'
37.26'
28.01'
ILEANA PALAU-
CASTRO
RESIDENTIAL
•
PN 40298
ZONE NR
�••
•
i
•
ZONE RR
KRISTEN H. GONZALEZ
MB 76. PG 29
PN 81486
RESIDENTIAL
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- INLET PROTECTION
(TYP ALL BASINS) /
;
( 6 \,
\
538 SF
12SF38I 12SF38-1M\38
SF
At
_ SAMANTHA LYNN V
(60' �W 27' BC/BC PIB IC)
gi/ \1'r
;JO'L/ECTRSF0AL
N T / I
I
/ 336 1/
/ //
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12.525
SF
•-'•-,
11 \•�•
/ \ \• \
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/,/ \
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NORTH
7
•
50'TAR-PAM
\ RIPARIAN BUFFER
\
P36
EASEMENT _
20' DRA-INA"GE
55 ;5"170
17.205? /
SF
/ /
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SF
10'ELECTRICAL
O EASEMENT
DB
'�w®®Nra®ren.e�i:�i� ru.crra�,r'ra.v�t rs®
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-L88/. L:. L85_ L84 LIMITS.,QF DISTURBANCE
12.955
SF
100 200
GRAPHIC SCALE: 1"- 100'
PROJECT NO. : P1622-002
DRAWING NO.: 007
_,f'."
I-- -I -------- --
PIPE CHART
PIPE#
TYPE
CLASS
SIZE
LENGTH
SLOPE
INVERTS
P1
RCP
III
18"
72'
0.80%
W=26.00
E=26.58
P2
RCP
III
18"
124'
0.30%
N=22.63
S=23.00
P2A
RCP
III
18"
92'
0.30%
N=25.25
S=22.53
P3
RCP
III
18"
160'
0.52%
N=21.31
S=22.15
P4
RCP
III
18"
24'
0.30%
E=24.20
W=24.12
P5
RCP
III
18"
176'
0.50%
E=24.12
W=23.23
P6
RCP
III
18"
144'
0.30%
E=23.06
W=23.50
P7
RCP
III
24"
160'
0.67%
S=21.21
N=20.13
P7A
RCP
III
24"
88'
0.67%
S=20.03
N=19.44
P8
RCP
III
30"
76'
0.35%
S=18.94
N=18.66
P9
RCP
III
30"
116
0.35%
W=18.16
E=17.75
P10
RCP
III
30"
20'
0.35%
S=17.25
N=17.17
P11
RCP
III
48"
20'
0.30%
W=14.66
E=14.72
P12
RCP
III
48"
24'
0.30%
E=14.66
W=14.59
P13
RCP
III
18"
24'
0.30%
E=19.50
W=19.42
P14
RCP
III
24"
20'
0.30%
E=19.42
W=19.36
P15
RCP
III
24"
56'
0.30%
N=19.31
S=19.19
P16
RCP
III
24"
20'
0.30%
E=19.19
W=19.13
P17
RCP
III
24"
52'
0.30%
E=18.50
W=18.34
P18
RCP
III
48"
24'
0.30%
E=14.59
W=14.52
` \
'
_
14.446
F----a--i 1 I L 1♦4 -1 1 1 1-
TERESINA DRIVE
(60' RW 27' BC/BC PUBL
01 2.600 % 12 648 1
SF SIF I
fASEMEN
/ 20'DRAINAGE\
h/
3
_ C
0 1 78 \ \
/L
0 • 79 /' / \ 1\
PIPE#
TYPE
CLASS
SIZE
LENGTH
SLOPE
INVERTS -
P19
RCP
III
24"
172'
0.63%
E=26.50
W=25.41
P20
RCP
III
30"
90
0.35%
S=25.41
N=25.09
P21
RCP
III
30"
24'
0.50%
E=25.09
W=24.98
P22
RCP
III
30"
160'
0.68%
E=23.78
W=22.39
P23
RCP
III
30"
28'
0.68%
E=20.83
W=20.64
P24
RCP
III
18"
190'
0.65%
N=26.65
S=27.89
P25
RCP
III
18"
28'
0.50%
N=27.89
S=28.00
P26
RCP
III
18"
140'
0.50%
W=26.55
E=25.85
P27
RCP
III
18"
174'
0.50%
N=25.85
S=28.48
P28
RCP
III
36"
24'
0.30%
S=16.00
N=15.90
P29
RCP
III
18"
162'
0.50%
N=17.25
S=16.44
P30
RCP
III
30"
32'
0.30%
E=16.00
W=16.16
P31
RCP
III
30"
91'
0.30%
E=16.16
W=16.44
P32
RCP
III
18"
106'
0.50%
E=20.21
W=20.74
P33
RCP
III
24"
48'
0.50%
E=17.65
W=19.19
P34
RCP
III
18"
22'
0.50%
E=20.74
W=20.85
P35
RCP
III
18"
108'
0.50%
N=19.91
S=22.70
P36
RCP
III
18"
220'
0.50%
N=22.90
S=24.00
P37
RCP
III
18"
250'
0.30%
E=21.79
W=20.14
P38
RCP
III
18"
208'
0.50%
N=20.14
S=21.18
L77
L76 L75 - L
PIPE#
TYPE
CLASS
SIZE
LENGTH
SLOPE
INVERTS
P39
RCP
III
18"
24'
0.50%
N=21.18
S=21.29
P40
RCP
III
30"
162'
0.30%
E=20.14
W=19.65
P41
RCP
III
30"
28'
0.50%
S=19.65
N=19.51
P42
RCP
III
30"
24'
0.50%
E=19.51
W=19.00
P43
RCP
III
18"
24'
0.50%
E=21.00
W=20.88
P44
RCP
III
18"
220'
0.50%
N=20.88
S=19.00
P45
RCP
III
36"
140'
0.40%
E=19.00
W=18.44
P46
RCP
III
18"
24'
0.50%
N=18.88
S=18.76
P47
RCP
III
18"
82
0.50%
N=18.76
S=18.35
P48
RCP
III
18"
24'
0.50%
E=18.85
W=18.77
P49
RCP
III
18"
136'
0.50%
E=17.97
W=18.85
P50
RCP
III
24"
24'
0.50%
E=18.82
W=18.94
P51
RCP
III
18"
24'
0.50%
W=20.44
E=20.32
P52
RCP
III
18"
70'
0.50%
S=20.32
N=19.97
P53
RCP
III
18"
84'
0.50%
S=19.97
N=19.55
P54
RCP
III
18"
147'
0.50%
S=19.55
N=18.82
P55
RCP
III
24"
136'
0.40%
E=17.90
W=18.44
P56
RCP
III
36"
88'
0.50%
S=19.56
N=18.00
P51
RCP
III
18"
24'
0.50%
E=20.32
W=20.44
P57
RCP
III
36"
236'
0.50%
S=16.38
N=19.56
ZONE
V / //
y 1 - „ TEMPORARY S 1 1° 0\5' 46
16.5'
60' R/W
27' B-B
I," PAVING SECTION TO BE
2.1 PER FT DETERMINED BY CBR TEST
100 YEAR
FLOOD LINE
BFE=17.3
500 YEAR
FLOOD LINE
1,4" PER FT. SLOPE
3'-6" X 0'-4"
CABC UNDER CURB
30" CONCRETE CURB & GUTTER -
(STANDARD TYPE)
R/W
16.5'
6. 5'r 5' h 5'
2:1
TYPICAL 27' B/B STREET SECTION
W/SIDEWALK
50'TAR-PAM
RIPARIAN BUFFER
SILT
FENCE
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///
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88.20
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8
2
UMBERTO G. FANTANA=''----
DB 2515, PG 199
PS 06922
RESIDENTIAL dHA V DRA W _ICJ /GENERAL /GRADING, DRAINAGE, EROSION
nl (n1 fVl �i fl fl n �? AND SEDIMENTATION CONTROL PLAN
(STANDARD TYPE)
N.T.S.
LEGEND
/
BOAT
LANDING
/
RIPARIAN BUFFER
WETLANDS LINE
100 YEAR FOOD
500 YEAR FLOOD
I 1_i I Il Ii11
CONC.
SIDEWALK
EXISTING CONTOURIMAJOR)
EXISTING CONTOURIMINORI
FINISHED ELEVATION FE 32.00
SILT FENCE
LIMITS OF DISTURBANCE
OPEN SPACE
PROPOSED PIPE
INLET PROTECTION
EXISTING DROP INLET ❑
PROPOSED DROP INLET/CATCH BASIN
EXISTING WATERLINE
PROPOSED WATERLINE
PROPOSED SEWER
/
/
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BEFORE YOU T3.(,`l.
NC ONE CALL
�• (TOLL FREE)
ZONE RR
RONALD WESLEY HOAG
DB 110, PG 823
PN 36060
.ram
03
/
/
/
/
/
(OR 1-800-632-4949)
IT'S THE LAW!
REVISIONS
BY NO. DATE DESCRIPTION
LINE SCHEDULE
E777! ! 1:4129'02:"
: 12°50'16"
El!) S 16°54'00"
12°03'45"
08°36'27"
09°34'37"
: 10°12'46"
Line
Distance
67.43'
123.96'
131.01'
175.78'
129.61'
85.50'
78.33'
308.58'
133.35'
161.20'
153.80'
105.41'
98.10'
173.36'
25.79'
COHSURUCIFEDH
I SEAL
RICHARD A. BROWN. P.E.
-4-41
LUKE'S LA -MDT
\G
CRIMELAND TOWNSHIP PITT COUNTY
NORTH CAROLINA
OWNER:
BILL CLARK HOMES
OF GREENVILLE,LLC
200 E. ARLINGTON BLVD.
PHONE: SUITE A
[phone]
STROUD ENGINEERING, P.A. DRAWN:
107-6 COMMERCE STREET
DIA
DATE:
1/26/21
SCALE:
APPROVED:
RAB
SHEET C2oF 24