20231376 Ver 1_Impact Maps_20230920

)
50'. STREAM-
--BUFFER'-•
F
�� 10b' HhNCED
FFE AREA
--'BU
APPROXIMATE FLOOD
HAZARD AREA (ZONE AE)
MAP NO. 3720092100K
(JUNE 6, 2019)
41DMNT1
P. !OD
PT
AREA C
IMPACr)1
.I
PERSON COUNTY
REC1.- 16523
7M&P A76 15
DB 150 PG 268
PB 23 PG 22
ILI
�R
�i /M• 1286.58 v L,I�
IMPACT AREA B
a
0
BURION PUCE GLC
REC1.- 4708
TM&P: A76 18
`O DS 768 PO 657
3 PB 14 PO 267
a
PROPERTY BOUNDARY
}Our
391.17'
-S 88°0643. W p
BURTON PUCE LLC
REc.1. 26029
7M&P A76 168
DB 768 PG 657
PB 14 PG 267
-zz
N
RONALD W RLLEY
REC1.. 26307
7M&P: A75 296 w F
DB 597 PO 312
PS 15 PO 12
SR 1737
60, R/W
MOORES
MILL S
ROAD
1 ,rrr.....a1
.0,i��\\ti
IMPACT AREA A
ROPERTY BOUNDARY
PERSON COUNTY FARM PARK
OVERALL GRADING EXHIBIT
CLIENT:
PERSON COUNTY
LOCATION: Timberlake, NC
DATE: DRAWN BY: AMO SHEET: P1
JOB NUMBER: J-92283.0000 REVIEWED BY: AMO SCALE: 1 " = 600'
WETLAND IMPACT
WETLAND: 1630 SF
BUFFER IMPACT
ZONE 1: 2,650 SF
ZONE 2. 1,652 SF
STREAM.- 522 SF
T THOMAS
FqH-U TTON
1 1 1 W. MAIN STREET
DURHAM, NC 27701
919.682.0368
www.thomasandhutton.com

IMPACT
STREAM
PERMANENT- NO
PERMANENT LOSS
(LF)
PERMANENT (LF)
PERMANENT
(SF)
PERMANENT- NO
PERMANENT LOSS
(SF)
TEMPORARY
(SF)
BUFFER
DISTURBANCE (SF)
TYPE
Permanent
Temporary
1
A
24
45
522
493
123
Zone 1
2,012
638
342
Road Crossing
Zone 2
1,310
CULVERTS AND RIP —RAP INSTALLED
PER NCDOT 300.I
AND 876.02
I C(`-CN1r)
PERMANENT TEMPORARY
STREAM
BUFFER ZONE 1 0
BUFFER ZONE 2
2-48" RCP — 35 LF
PERSON COUNTY FARM PARK
IMPACT AREA A
CLIENT:
PERSON COUNTY
LOCATION: Timberlake, NC
DATE: DRAWN BY: SHEET: P2
JOB NUMBER: J-92283.0000 REVIEWED BY: SCALE: 1 " = 50'
N
W E
S
T THOMAS
H HUTT0N
1 1 1 W. MAIN STREET
DURHAM, NC 27701
919.682.0368
www.thomosandhutton.com

LOD
•o
PERMANENT
IMPACT
WETLAND
TYPE
(SF)
1
B
1630
Road Crossing
I
WETLAND
1 Cr—'MAIM
/ 8 "
RCS 4/ LF
PERSON COUNTY FARM PARK
IMPACT AREA B
CLIENT:
PERSON COUNTY
LOCATION: Timberlake, NC
DATE: DRAWN BY: SHEET: P2
JOB NUMBER: J-92283.0000 REVIEWED BY: SCALE: 1 " = 30'
N
W E
T THOMAS
H HUTTON
111 W. MAIN STREET
DURHAM, NC 27701
919.682.0368
www.thomasandhutton.com

TOP OF FILL
GROUND LINE --\ I IH
,
n
I.D./6 MIN.
NOT LESS THAN 6" O.D. + 3'
NORMAL EARTH FOUNDATION
TOP OF FILL
TOP OF FILL
GROUND LINE --\IH
COMPACT AFTER -
PIPE IS PLACED
& PRIOR TO
PLACEMENT OF
FILL
I.D./6 MIN.
NOT LESS THAN 6"
ROCK —
��--
MEN 6milml
-m-mmiT�������j�j�Q��1�����j�������
O.D. + 3'
ROCK FOUNDATION
PIPE IN TRENCH
TOP OF FILL
TOP OF FILL
GROUND LINE --\IH
,
TYPE 2
GEOTEXTILE
NOT LESS
THAN 6"
PLACEMENT OF
oil FILL
�EARTH
Of Rf
__ �­7'
BUT NOT LESS THAN 12"
NOR MORE THAN 24" O.D. + 3'
AS DIRECTED BY EN.GR.
UNSUITABLE MATERIAL FOUNDATION
TOP OF FILL
/ Z
--------------------
oaMIN. O.D. H MIN. O.D. _ MIN. O.D. H MIN. O.D. —_ MIN. O.D. H MIN. O.D. LL
-- r GROUND LINE j r GROUND LINE %•� H Q
GROUND LI — TYPE 2 Q
_ GEOTEXTILE
=,ry _uon,=u r,_u,=n u_,n=_,,,cn,_
=u,=u,_,❑-d 7,G,n=m_u,-m-,n lit _ COMPACT AFTER T•. _ y �..�
— PIPE IS PLACED .° 1
& PRIOR TO _
COMPACT AFTER I.D./6 MIN. - - PLACEMENT OF W
&IPE IS TO
NOT LESS THAN 6" [I;Flll= n,=,„=u,= ,u_n,_u, FILL n,_,u_ n=,n_n,= ,u=n,_n, Q a
0
PLACEMENT OF I.D./6 MIN. L AS DIRECTED
FILL O.D. + 2' I.D./6 MIN. NOT LESS THAN 6" MIN. O.D. MIN. O.D. BY ENGINEER z ~
NOT LESS THAN 6" O.D.+ 2' Q a
PER FOOT OF 'H'
BUT NOT LESS THAN 12" (n
NORMAL EARTH FOUNDATION ROCK FOUNDATION NOR MORE THAN 24" UNSUITABLE MATERIAL FOUNDATION V"
PIPE ABOVE GROUND Q
GENERAL NOTES:
I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS Q O
BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. O
O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. — — - SPRINGLINE OF PIPE W
H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT SELECT BACKFILL MATERIAL CLASS III OR CLASS II, TYPE 1 m
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP ABOVE AND BELOW SPRINGLINE.
OF THE EMBANKMENT AT THAT POINT.
APPROVED SUITABLE LOCAL MATERIAL.
TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL. UNDISTURBED EARTH MATERIAL
LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1
FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE
UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER.
ACCOMPLISH COMPACTION.
LU
a-
H
Lu
J
00
Fi
x
Lu
J
LL
HEET 1 OF 3
300.01

4 X D
A--Q�--j
A--o-]
PLAN
1
OUTLET
W/DITCH
OUTLET W/O DITCH
D
CLASS 'B' RIP RAP
CLASS I RIP RAP
CLASS 'B' RIP RAP
CLASS I RIP RAP
TONS
OEo-
T E XT I L E
S.Y.
TONS
GEo-
T E XT I L E
TONS
GEo-
T E X T I L E
S.Y.
TONS
12"
2
5
5
2
5
1
4
2
1
15"
2
7
7
3
7
1
5
3
2
T12
18"
3
10
9
4
10
2
7
4
2
24"
5
14
15
7
15
3
11
7
4
30"
8
21
21
11
22
5
16
11
7
17
36"
11
28
29
15
30
7
22
16
10
23
42"
15
37
39
20
39
10
28
22
13
30
48"
-
-
49
26
50
-
-
28
17
38
54"
-
60
33
62
36
21
47
60"
-
73
40
75
44
26
56
66"
-
87
48
89
54
32
67
72"
-
102
57
104
64
38
78
NOTE:
FOR CALCULATION PURPOSES
CLASS 'B' RIP RAP = 100 LB
CLASS I RIP RAP = 105 LB
D SLOPE 1/2.1 OR FLATTER
D
H
GEOTEXTILE
SECTION A -A
PIPE OUTLET WITH DITCH
H= RIP RAP TO TOP OF PIPE (MAX. H = D + T)
T= 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
T= 12" CLASS 'B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
4 X D 0-1
SECTION B-B
PIPE OUTLET WITHOUT DITCH