20240279 Ver 1_Design/Maps/Site Plans Revised_20240326

NO ANTICIPATED
'PROPOSED IMPACTS
-7
MOA OLTROA
(S.,,2312)
jo'PUBLI��
OVERALL BUFFER IMPACT SUMMARY:
PERMANENT STREAM IMPACT:
7 jr-_
&INV�
PS 1 114 LF 684 SF (.016 AC)
w RIP -RAP 300 SF (0.007 AC) LINEAR IMPACT
28'
L�To _j 17— 13
�_ �, N PERMANENT BUFFER IMPACT:
1 9 RE"E' ZONE 1:
PZ 1 A: 3784 SF (0.087 AC)
PZ 1 B: 4083 SF (0.094 AC)
m ZONE 2:
A
CBU PZ 2A: 1737 SF (0.040 AC)
E)
PZ 2B: 2304 SF (0.053 AC)
173
E) OVERALL ZONE 1 TOTAL: 7867 SF 18 AC)
(126)
172 G - OVERALL ZONE 2 TOTAL: 4041 (.093 AC)
E)
E) E)
7
E (1171
�C.�o
G) 116
A
QY
E) Q155 4
E) U
P_
A E)
U4
EXISTING DRY DE ­­N P 4�, 1114 §A
........ .
p
185 E)
E)
136) X U134
V�A G
18
PEET
133
tp
30'
STREAM BUFFER
ZONE 1
20'
STREAM BUFFER
ZONE 2
150, 0 150' 300' 450' 600'
SCALE: 1" = 150'
JU
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4
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56 __j
0 U)
5 V
V
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@44
137
E) (9
R
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65
60 L
'T25)
64
SAP
C N :A
pA;E
CULLENS D ?IVE
50PUBLI-
3 '�V
=::T=ss
4.
20' Q7 US (Z) Gj I
STREAM BUFFER L
ZONE 2 6
r
30
STREAM BUFFER z
ZONE 1
>
F 1
Civil Engineers and Land Surveyors r SHAMROCK PHASE 5 + 7
8518 Triad Drive, Colfax, NC 27235
www.felconsulting.com STREAM IMPACT MAP
[phone]
FEI License No. C-0950 PROJECT LOCATION: OWNER INFORMATION:
TOWNSHIP: GRAHAM CONCEPT BUILDERS
COUNTY: ALAMANCE PO BOX 2507
STATE: NORTH CAROLINA BURLINGTON, NC 27217
336-228-0490
SHAMROCK GOLF
COURSE
iT RD, (SR 2312)
�:t �PSE 5 & 7
DR
�A�ULLEINSDR
VICINITY MAP
1 "=2000'
DATE
REVISION NOTE
DRAWN BY: CAH
EXHIBIT
CHECKED BY: RB
DATE: 03/26/2024
PROJECT NO.: 03070.041
REF. NO.: -
SCALE: 1 = 100'
A
OF2
A
EADmwIngs & Projects\PROJ\03070.035
Shamrock\DrawIngs\Sheets\Phase 5,7

570
565
PROPI
560
EXISTING GRADE
555
550
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NS DRIVE—
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4T
RIP
28'L
CLASS
RAP APRON
X 10.5'W
1 STONE
X 24"D
0+00
1+00
Civil Engineers and Land Surveyor
8518 Triad Drive, Colfax, NC 27235
www.fe I consulfing.com
[phone]
FE License No. C-0950
SKIMMER
BASIN #1
`�o
ILLI
00
I'*
ZT)
C4
0
C:)
01
-0
C:11
00
M
W
U I )
,IIJ * �*
I C1
PERMANENT FILL
TEMPORARY
DISCHARGE DURING
CONSTRUCTION TO
SEDIMENT TRAP
LIMITS OF PERMANENT FILL
101,
41p
—0/2 4IJ
PERMANENTSTREAM
IMPACT PS 1: 684 SIF (.016 AC)
40*
RIP -RAP APRON
281 X 1IJ X 24"
D CLASS 1
RIP -RAP TO BE
KEYEDINTO
0000 CHANNEL
00 4/0"
d'
'IJ 4
6
to
0
all
C
PERMANENT
STREAM/CULVERT
IMPACT
40 0 20 40 80 160
1" = 40'
rSHAMROCK PHASE 5 + 7
STREAM IMPACT MAP
PROJECT LOCATION: OWNER INFORMATION:
TOWNSHIP: GRAHAM CONCEPT BUILDERS
COUNTY: ALAMANCE PO BOX 2507
STATE: NORTH CAROLINA BURLINGTON, INC 27217
336-228-0490
4
5-7
!;7 �_57'
6 6 DIMEN
TRAP�#2
46
5
DL—AIIJ
PERMANENT BUFFER
IMPACT PZ 2A: 1737 SF
(.040 AC)
PERMANENT BUFFER
IMPACT PZ 1A: 3784 SIF
(.087 AC)
30'
STREAM BUFFER
ZONE 1
L
S 20'
STREAM BUFFE
ZONE 2
75 SIF PUMP AROUND
PERMANENT BUFFER TEMPORARY IMPACTS
IMPACT PZ 1 B: 4083 SIF
(.094 AC)
V � \ BA�SN $3
IMPACT PZ 2B: 2304 SIF
(.053 AC)
TEMPORARY
DISCHARGE DURING
CONSTRUCTION TO )>
SEDIMENT TRAP
OD
SS
TEMPORARY
STREAM/CULVERT
IMPACT
NOTES:
1. UTILITY INSTALLATION AND IMPACTS
SHALL FOLLOW ALL APPROVED PERMITS
BUFFER IMPACT SUMMARY:
PERMAINIENTSTREAMIMPACT:
PS 1 114 LF 684 SF (.016 AC)
RIP -RAP 300 SF (0.007 AC) LINEAR IMPACT 28'
PERMANENT BUFFER IMPACT:
ZONE 1:
PZ 1A: 3784 SF (0.087 AC)
PZ 1 B: 4083 SF (0.094 AC)
TOTAL: 7867 S F (0. 18 AC)
ZONE 2:
PZ 2A: 1737 SF (0.040 AC)
PZ 2B: 2304 SF (0.053 AC)
TOTAL: 4041 SF (0.093 AC)
R,
6 MIL. PLASTIC
STREAM
*SHAMROCK GOLF
COURSE
SHAMROCK GOLF
COURSE
MONRO OLT RD, SIR 2312)
312)
P SE 5 & 7
MACKENNA
DR,
C .LLENS C
R.
ULLENS DR.
VICINITY MAP
1 "=2000'
TEMPORARY CREEK CROSSING PUMP
AROUND DETAIL
(NTS)
�XISDTING
RA E
H
GEOMEMBRANE
,q q�� I
f SANDBAGS DISTURBED
/0 AREA
PI_AN VIEW SECTION A -A
1. DESCRIPTION
THE WORK SHALL CONSIST OF INSTALLING A PUMP AROUND WHEN
CONSTRUCTION ACTIVITIES TAKE PLACE WITHIN THE STREAM CHANNEL
11. MATERIAL SPECIFICATIONS
SANDBAGS: SANDBAGS SHALL CONSIST OF MATERIALS WHICH ARE
RESISTANT TO ULTRAVIOLET RADIATION, TEARING AND PUNCTURE, AND
WOVEN TIGHTLY ENOUGH TO PREVENT LEAKAGE OF FILL MATERIAL
(i.e. SAND, FINE GRAVEL, ETC.)
III. CONSTRUCTION REQUIREMENTS
1. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS
THE FIRST ORDER OF WORK.
2. THE HEIGHT OF THE SANDBAGS SHALL BE AS INDICATED IN SECTION A -A.
THE SANDBAGS SHALL BE PLACED ON A SMOOTH PREPARED SURFACE.
3. ALL EXCAVATED MATERIALS SHALL BE DISPOSED OF OUTSIDE THE 100
YEAR FLOOD PLAIN UNLESS APPROVED ON THE PLANS.
4. ALL DIEWATERING OF THE CONSTRUCTION AREA SHALL BE PUMPED TO A
DIEWATERING PUMP DISCHARGE FILTER BAG OR SILT BASIN.
5. THE PUMP SHALL BE OF SUFFICIENT SIZE TO CONVEY NORMAL STREAM
FLOW.
6 ' SEDIMENT CONTROL DEVICES ARE TO REMAIN IN PLACE UNTIL ALL
DISTURBED AREAS ARE STABILIZED AND THE CITY ENGINEERING DEPT
APPROVES
THEIR REMOVAL.
PUMP EXCESS WATER TO APPROVED DEWATERING DEVICE
DRY WORK AREA
SAND OR GRAVEL BAG COFFERDAM FOR BYPASS PUMP AROUND
NOT TO SCALE
DATE
REVISION NOTE
DRAWN BY: CAH
EXHIBIT
CHECKED BY: RB
DATE: 03/26/2024
PROJECT NO.: 03070.041
REF. NO.: -
SCALE: 1 40'
2 OF 2
I
Dirawings & Projects\P
ROJ\03070.035 Shamrock\DrawIngs\Sheets\Phase 5,7