SWA000170_Plansheet - Other_20221004

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LOT 2
3.482 ACRES
151672 SQ. FT
RESIDUAL TRACT
MB 55 Pg 77
KANDICE M. TERESHENKO
DB 8501 Pg 012
TAX ID 5567-37-4761
ZONED: AO
VIABLE SEPTIC/DRAIN FIELD AREA
PER SOIL SCIENTIST REPORT (TYP.)
3121291 Sq. Feet
CORRAL
GRINNELL TRAIL
60' SHARED ACCESS EASEMENT
JERRY W. WETTER & wf.
LINDA K. WETTER
DB 11409 Pg 056
TAX ID 5567-45-4786
ZONED: AO
LOT 1
11.353 ACRES
494521 SQ. FT.
LOT
1
MB 77
Pg 14
LAURA E.
MEDLIN
DB 13233
Pg 296
TAX ID 5567-47-3631
ZONED:
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2596.69'
N 50' 10 38 W 2619.
S 50'10'38" E 2619.
LOT 3
3.101 ACRES
135068 SQ. FT.
LOT 11
4.598 ACRES
200281 SQ. FT.
\
LOT 4
3.066 ACRES
133535 SQ. FT.
60' SH,4 GRINNELL TRAIL
RED ACCESS EASEMENT
LOT 10
4.817 ACRES
209820 SQ. FT.
VIABLE SEPTIC/DRAIN FIELD AREA
PER SOIL SCIENTIST REPORT (TYP.)
LOT 2
MB 77 Pg 14
LAURA E. MEDLIN
DB 13233 Pg 296
TAX ID 5567-47-7762
ZONED: AO
LOT 5
4.676 ACRES
203680 SQ. FT.
LOT 9 l
4.953 ACRES
215767 SQ. FT.
KENNETH MAX BARRIER &
CECIL WAYNE BARRIER
DB 2903 Pg 330
TAX ID 5567-67-1160
ZONED: AO
VIABLE SEPTIC/DRAIN FIELD AREA
PER SOIL SCIENTIST REPORT (TYP.)
jLOT 6
4.834 ACRES
210568 SQ. FT.
LOT 8
3.474 ACRES
151322 SQ. FT.
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B 11409 Pg 056
TAD 5567-45-4786
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LOT 7
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14.498 ACRES —J
631553 SQ. FT.
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PO BOX 268
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P. 704.786.5404
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www.cesicgs.com
NCBELS CORP. NO. C-0263
©COPYRIGHT 2012
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PERENNIAL STREAM PER JURISDICTIONAL FEATURE DETERMINATION
(BUFFERS TO BE CALCULATED BY SURVEYOR)
C203

SIGHT DISTANCE CALCULATION:
PASSENGER VEHICLE: 100 FT PER 10 MPH
MOUNT PLEASANT ROAD SOUTH SPEED LIMIT: 55 MPH
DESIGN SPEED = 55 MPH+5 MPH = 60 MPH
SIGHT DISTANCE REQUIRED = 100 FT * 6 = 600 FT
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BENT (DRAWN FROM AERIAL IMAGE) 560M*"-___I__7LEASANl
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SIGHT DISTANCE PROFILE —LEFT
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576
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PROFILE SCALE
VERTICAL SCALE: 1 " = 4'
HORIZONTAL SCALE: 1 " = 40'
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P. 704.786.5404
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www.cesicgs.com
NCBELS CORP. NO. C-0263
©COPYRIGHT 2012CA
2GIN
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ENGINEERS SEAL
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C204

PASSENGER VEHICLE: 100 FT PER 10 MPH
MOUNT PLEASANT ROAD SOUTH SPEED LIMIT: 55 MPH
DESIGN SPEED = 55 MPH+5 MPH = 60 MPH
SIGHT DISTANCE REQUIRED = 100 FT * 6 = 600 FT
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PROPOSED GRADE
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0+00 1 +00 2+00 3+00 4+00 5+00 6+00
PROFILE SCALE
VERTICAL SCALE: 1 to = 4'
HORIZONTAL SCALE: 1" = 40'
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www.cesicgs.com
NCBELS CORP. NO. C-0263
(OCOPYRIGHT 2012
ENGINEERS SEAL
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C205

EROSIIION CONTROL LEGEND
NOTE: NOT ALL ITEMS SHOWN IN LEGEND MAY SHOW ON PLANS
XXX SOIL GROUP
XX HYDROLOGIC GROUP
j- -`.':
PS
TD
m IIIIIIIIIIIIIIIIIII � IIIIIIIIIIIIIIIIIII � IIIIIIIIIIIIIIIIIII � m
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INLET PROTECTION
ROCK CHECK DAM
PERMANENT SEEDING
It21 IT, Igo] :L13'91100(olaall :711k!
OVERLAND FLOW DIRECTION
BAFFLE
SILT FENCE
TEMP. DIVERSION DITCH
EXISTING PAVEMENT
SWALE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
BOUNDARY
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED STORM SEWER
TIME OF CONCENTRATION
SOIL GROUP LINES
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_\
TOTAL DISTURBED AREA
247,556 SF / 5.683 AC
ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT
MUST COME FROM A SITE WITH AN APPROVED EROSION CONTROL
PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A
LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.
TRASH/DEBRIS FROM DEMOLITION ACTIVITIES MUST BE DISPOSED OF AT
A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.
[15A NCAC 4B .0110]
ALL INLETS MUST BE INSCRIBED WITH FISH
LOGO AND READ, "DUMP NO WASTE, DRAINS TO
STREAM" OR EQUIVALENT APPROVED LANGUAGE
ALL DEMOLITION DEBRIS SHALL BE HAULED TO A -I
PERMITTED APPROVED HAUL SITE WHETHER INERT
OR ORGANIC. ALL HAZARDOUS WASTE SHALL BE
DISPOSED OF IN ACCORDANCE WITH APPLICABLE
116 LOCAL, STATE, AND FEDERAL LAWS
ALL EROSION CONTROL MEASURES SHALL
BE REMOVED UPON SITE STABILIZATION
AND APPROVAL OF EROSION CONTROL
INSPECTOR. ALL DISTURBANCE DURING
REMOVAL SHALL BE MATTED AND SEEDED
0 200 400
FEET
1 " = 200'
EROSION AND SEDIMENTATION CONTROL
GENERAL NOTES
1. ALL EXCESS SOIL TO BE HAULED TO AN
APPROVED SINGLE SITE.
2.ALL MEASURES SHALL BE MAINTAINED IN
ACCORDANCE WITH NCAC TITLE 15 CHAPTER 4
EROSION AND SEDIMENTATION CONTROL AND
NCDENR EROSION AND SEDIMENTATION CONTROL
PLANNING AND DESIGN MANUAL
3.CONTACT DURING CONSTRUCTION
3.1. DEVELOPER - TBD
4.ENGINEER - CESI - KATE UNDERWOOD, PHD
PE - 704-786-5404
5.NCDENR INSPECTOR - TBD
6.000RDINATE COMPUTATION USED FOR AREA
DETERMINATION IN AUTOCAD 3D 2021
7.SOIL TYPES
EnB - ENON SANDY LOAM, 2% TO
8% SLOPES, HSG C
BaB - BADIN CHANNERY SILT LOAM,
2% TO 8% SLOPES, HSG C
BaD - BADIN CHANNERY SILT LOAM,
8% TO 15% SLOPES, HSG C
MsA - MISENHEIMER CHANNERY
SILT LOAM, 0% TO 4% SLOPES, HSG D
8.RIVER BASIN - YADKIN PEE-DEE
9.RECEIVING WATER COURSE - DUTCH BUFFALO
CREEK, 13-17-11-(5), CLASSIFICATION C
PH 1 DRAINAGE AREA CALCULATION TABLE
DRAINAGE AREA
AREA (AC)
SEDIMENT DEVICE
NOTES
DA-A
1.635
BYPASS
CLEAN WATER, RIPRAP
DA-B
0.326
ROCK PIPE INLET
PROTECTION
CLEAN WATER
DA-C
0.490
SILT FENCE
DA-D
0.954
SILT FENCE
DA-E
0.919
SILT FENCE
DA-F
0.622
BYPASS
CLEAN WATER
DA-G
0.475
BYPASS
CLEAN WATER
DA-H
0.129
SILT FENCE
DA-1
0.762
SILT FENCE
DA-J
0.504
SILT FENCE
DA-K
0.901
SILT FENCE
DA-L
5.758
BYPASS
CLEAN WATER
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GEOTECHNICAL
SURVEYING
PO BOX 268
CONCORD, NC 28026-0268
P. 704.786.5404
F. 704.786.7454
www.cesicgs.com
NCBELS CORP. NO. C-0263
©COPYRIGHT 2012
NEERS SEAL
C400

EROSION CONTROL LEGEND
NOTE: NOT ALL ITEMS SHOWN IN LEGEND MAY SHOW ON PLANS
i ® INLET PROTECTION
XXX SOIL GROUP
XX HYDROLOGIC GROUP
ROCK CHECK DAM
PS PERMANENT SEEDING
TEMPORARY SLOPE DRAIN
OVERLAND FLOW DIRECTION
C
❑ BAFFLE
❑ SILT FENCE
> TD TEMP. DIVERSION DITCH
EXISTING PAVEMENT
.. .. — SWALE
EXISTING MAJOR CONTOUR
- — — — EXISTING MINOR CONTOUR
BOUNDARY
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED STORM SEWER
tc tc TIME OF CONCENTRATION
SOIL GROUP LINES
I
PH 1 DRAINAGE AREA CALCULATION TABLE
DRAINAGE AREA
AREA (AC)
SEDIMENT DEVICE
NOTES
DA—A
1.635
BYPASS
CLEAN WATER, RIPRAP
DA—B
0.326
ROCK PIPE INLET
PROTECTION
CLEAN WATER
DA—C
0.490
SILT FENCE
DA—D
0.954
SILT FENCE
DA—E
0.919
SILT FENCE
DA—F
0.622
BYPASS
CLEAN WATER
DA—G
0.475
BYPASS
CLEAN WATER
DA—H
0.129
SILT FENCE
DA-1
0.762
SILT FENCE
DA—J
0.504
SILT FENCE
DA—K
0.901
SILT FENCE
DA—L
5.758
BYPASS
CLEAN WATER
/
DA-A (CLEAN WATER BYPASS)
N35' 19' 40.87"
W80' 28' 00.22"
ROCK PIPE INLET
PROTECTION DA-B -
PROVIDED SEDIMENT
(1.5' DEPTH)
= 1298 CU. FT
PROVIDED SUMP = 865 SQ. FT
— TEMPORARY
DIVERSION DITCH
560 559 -
— 561
�52` 6�15"RCP/1.09%
-
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561 560
I.VIVJImuulIVIV LNIMAIVI.t
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INV. IN: 558.24 (NE)
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RESIDUAL TRACE \ \
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DIVERSION DITCH
HW-1
RIM: 561.25
INV. OUT: 558.82 (SW)
CLASS A RIPRAP APRON
APRON THICKNESS: 0.675'
MINIMUM APRON LENGTH: 8'
APRON WIDTH AT PIPE OUTLET: 3.75'
APRON WIDTH AT OUTLET END: 9'
ANY OFF —SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT
MUST COME FROM A SITE WITH AN APPROVED EROSION CONTROL
PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A
LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.
TRASH/DEBRIS FROM DEMOLITION ACTIVITIES MUST BE DISPOSED OF AT
A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.
[15A NCAC 4B .0110]
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DRAINAGE AREA LIMIT 544_
\ ROCK PIPE INLET PROTECTION
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C I TEMPORARY DIVERSION DITCH
lu
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JERRY W. WETTER 8c wf.
L_INDA K. WETTEK
DB 11409 Pg 0P6
TAX ID 5567-45-4786
ALL DEMOLITION DEBRIS SHALL BE HAULED TO A
PERMITTED APPROVED HAUL SITE WHETHER INERT
OR ORGANIC. ALL HAZARDOUS WASTE SHALL BE
DISPOSED OF IN ACCORDANCE WITH APPLICABLE
LOCAL, STATE, AND FEDERAL LAWS
TEMPORARY DIVERSION DITCH /
HW-3 I
DA-D lo� GRINNELL TRAIL DA-E RIM: 545.00
60' SHARED ACCESS EASEMENT I INV. OUT: 539.81 (SW)
000
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DRAINAGE AREA LIMITS INV. IN: 538.90 (NE)
CLASS A RIPRAP APRON FDA-G (CLEAN WATER BYPASS))
APRON THICKNESS: 0.675' 39
MINIMUM APRON LENGTH: 8' 538,,-- —!
APRON WIDTH AT PIPE OUTLET: 3.75' 153a --
APRON WIDTH AT OUTLET END: 9'
SILT FENCE OUTLET
ALL INLETS MUST BE INSCRIBED WITH FISH
LOGO AND READ, "DUMP NO WASTE, DRAINS TO
STREAM" OR EQUIVALENT APPROVED LANGUAGE
ALL EROSION CONTROL MEASURES SHALL
BE REMOVED UPON SITE STABILIZATION
AND APPROVAL OF EROSION CONTROL
INSPECTOR. ALL DISTURBANCE DURING
REMOVAL SHALL BE MATTED AND SEEDED
go
537 \
I \
I
EROSION AND SEDIMENTATION CONTROL GENERAL NOTES
1. ALL EXCESS SOIL TO BE HAULED TO AN APPROVED SINGLE SITE.
2.ALL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH NCAC TITLE 15 CHAPTER 4 EROSION
AND SEDIMENTATION CONTROL AND NCDENR EROSION AND SEDIMENTATION CONTROL PLANNING AN
DESIGN MANUAL
3.CONTACT DURING CONSTRUCTION
3.1. DEVELOPER - TBD
4.ENGINEER - CESI - KATE UNDERWOOD, PHD PE - 704-786-5404
5.NCDENR INSPECTOR - TBD
6.000RDINATE COMPUTATION USED FOR AREA DETERMINATION IN AUTOCAD 3D 2021
7.SOIL TYPES
EnB - ENON SANDY LOAM, 2% TO 8% SLOPES, HSG C
BaB - BADIN CHANNERY SILT LOAM, 2% TO 8% SLOPES, HSG C
BaD - BADIN CHANNERY SILT LOAM, 8% TO 15% SLOPES, HSG C
MsA - MISENHEIMER CHANNERY SILT LOAM, 0% TO 4% SLOPES, HSG D
8.RIVER BASIN - YADKIN PEE-DEE
9.RECEIVING WATER COURSE - DUTCH BUFFALO CREEK, 13-17-11-(5), CLASSIFICATION C
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GEOTECHNICAL
SURVEYING
PO BOX 268
CONCORD, NC 28026-0268
P. 704.786.5404
F. 704.786.7454
www.cesicgs.com
NCBELS CORP. NO. C-0263
©COPYRIGHT 2012
ENGINEERS SEAL
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/ 1 SILT FENCE / / \ - - - \ \ \ - �\ \ \\ \\ \ \ \\ \ PERENNIAL STREAM PER JURISDICTIONAL FEATURE
® INLET PROTECTION / / / l I I DETERMINATION (BUFFERS TO BE CALCULATED BY SURVEYOR) i
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SOIL s\ I\
XX HYDROLOGIC GROUP I 0 � � - \ \ ////�/--_-- \\-\ \ \ \ \ \\ \ \ \ �� \•.
ROCK CHECK DAM 1�
70
PS PERMANENT SEEDING`7
TEMPORARY SLOPE DRAIN
\ / \ \ \ \\\ \\\ \ \ \ \\ \ \ \ o
C OVERLAND FLOW DIRECTION \ I \ \ \ \ \ \ / . \ \ \ \ \ \ S,
S06 \
❑ BAFFLE �\ I 1 // // �/ /� \ \ \ \ \ \ \\ \ \ \ \ S°> \
❑ SILT FENCE S \
TD TEMP. DIVERSION DITCHIr- 08 \\
/ ___� / \ \ \ \ \\ \ \ \� \ \ \ \ S� 'o
. — SWALEG PAVEMENT O I // / / � � _\ \
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR U I I I / / \ \ _ _ _ \ 1 ' \
I \ _
BOUNDARY / ---- \ s \ \ \ \ \ \ \�- \\ 5�6�
\ / / �/ /� o \\ \\ \ �-- \\ S78
PROPOSED MAJOR CONTOUR Ld I Ld DA—G (CLEAN WATER BYPASS) / / / s \ \ \ \ \ — — — — — — —_— `— — — — \ S �9. \ \ \ \ \
PROPOSED MINOR CONTOUR Ld w \ / / - / \ \ \ \ - - \ ` S��_\\\ \ \ \
)♦ )♦ )♦ PROPOSED STORM SEWER
\
�/� //•� �- 523
\ \ \\ \
tC tC TIME OF CONCENTRATION V / I V / FDA-E \ l \ ( I i n \ \ \ \ \ \
SOIL GROUP LINES-------526\ \\\\\ \
\ \ \ \ \
PH 1 DRAINAGE AREA CALCULATION TABLE I � � — — — - 528 � \ \ \\ \
-529-\ \\ \\\ \\
J \ -
DRAINAGE AREA
AREA (AC)
SEDIMENT DEVICE
NOTES
DA-A
1.635
BYPASS
CLEAN WATER, RIPRAP
DA-B
0.326
ROCK PIPE INLET
PROTECTION
CLEAN WATER
DA-C
0.490
SILT FENCE
DA-D
0.954
SILT FENCE
DA-E
0.919
SILT FENCE
DA-F
0.622
BYPASS
CLEAN WATER
DA-G
0.475
BYPASS
CLEAN WATER
DA-H
0.129
SILT FENCE
DA-I
0.762
SILT FENCE
DA-J
0.504
SILT FENCE
DA-K
0.901
SILT FENCE
DA-L
5.758
BYPASS
CLEAN WATER
ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT
MUST COME FROM A SITE WITH AN APPROVED EROSION CONTROL
PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A
LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.
TRASH/DEBRIS FROM DEMOLITION ACTIVITIES MUST BE DISPOSED OF AT
A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.
[15A NCAC 4B .0110]
ALL DEMOLITION DEBRIS SHALL BE HAULED TO A
PERMITTED APPROVED HAUL SITE WHETHER INERT
OR ORGANIC. ALL HAZARDOUS WASTE SHALL BE
DISPOSED OF IN ACCORDANCE WITH APPLICABLE
LOCAL, STATE, AND FEDERAL LAWS
TOTAL DISTURBED AREA
247,556 SF / 5.683 AC
ALL INLETS MUST BE INSCRIBED WITH FISH
LOGO AND READ, "DUMP NO WASTE, DRAINS TO
STREAM" OR EQUIVALENT APPROVED LANGUAGE
ALL EROSION CONTROL MEASURES SHALL
BE REMOVED UPON SITE STABILIZATION
AND APPROVAL OF EROSION CONTROL
INSPECTOR. ALL DISTURBANCE DURING
REMOVAL SHALL BE MATTED AND SEEDED
00
EROSION AND SEDIMENTATION CONTROL GENERAL NOTES
1. ALL EXCESS SOIL TO BE HAULED TO AN APPROVED SINGLE SITE.
2.ALL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH NCAC TITLE 15 CHAPTER 4 EROSION
AND SEDIMENTATION CONTROL AND NCDENR EROSION AND SEDIMENTATION CONTROL PLANNING AN
DESIGN MANUAL
3.CONTACT DURING CONSTRUCTION
3.1. DEVELOPER - TBD
4.ENGINEER - CESI - KATE UNDERWOOD, PHD PE - 704-786-5404
5.NCDENR INSPECTOR - TBD
6.000RDINATE COMPUTATION USED FOR AREA DETERMINATION IN AUTOCAD 3D 2021
7.SOIL TYPES
EnB - ENON SANDY LOAM, 2% TO 8% SLOPES, HSG C
BaB - BADIN CHANNERY SILT LOAM, 2% TO 8% SLOPES, HSG C
BaD - BADIN CHANNERY SILT LOAM, 8% TO 15% SLOPES, HSG C
MsA - MISENHEIMER CHANNERY SILT LOAM, 0% TO 4% SLOPES, HSG D
8.RIVER BASIN - YADKIN PEE-DEE
9.RECEIVING WATER COURSE - DUTCH BUFFALO CREEK, 13-17-11-(5), CLASSIFICATION C
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GEOTECHNICAL
SURVEYING
PO BOX 268
CONCORD, NC 28026-0268
P. 704.786.5404
F. 704.786.7454
www.cesicgs.com
NCBELS CORP. NO. C-0263
©COPYRIGHT 2012
ENGINEERS SEAL
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/ I > \\\\ \ `/ // l/// I I \ \ ( I \\ OUTFALL / 1 / \ \ =-�\\- \ \� \\\\ / I / I I It \ ( I /��c /( << \ \ \ �l
1/IIII I \ \ IIII\ / 1/ I (�\\ / / l/ 1 ) \ - \\ � _\ \ / \ ��,�/--_\\ \\ \/ /. l I \1► \ \ \
_/) II yI\\\ �, // // / I ( l / ����\\\\\ •( ��\ \ - \J /// /lr l I l I\ I1\1 I I I \ \\ ` ` --:\ \
-////// \ )�/ I \�\\` /// // 1 1 I I I I I I \ SOUTHWEST / // / / 1 l \ 6a6 \\\\\�\�\\ ��� \\�==�\\\ - \\ \\ / / I 1 \ I I III \ \� \\\\��\�\\\\ \_�--_\\ c� IIII
�-/ -�\ / / I \\ \ \ \\
(ll�\\ \��%/� // / / / \ \ \ I / III / 1 l / ��\ IIII\\ \\l \\\_/ \ \\ \ / �r Il I J I I l I \ \ \I -\
/ �� Il/l/i \ \ \\ / 1 \ I \ ( I \ _� \ \\ \\� `� \\ -\\ KkB _ \\ \\ l l / III \ 1 1\ \\ \\ \\ \\ \ \ \\ �\�\\\\ �'\�//IJ
III ), /__"I,\\. \,\\ / , / 1 1 \ \ \ 1 I \ \ IIIII 1 / \ �i c � ��\1111\\\\�\\\��." � '— �\\ _ \ \\\\\ \\/ / /rr III \\\ \\\\\\\\ \ \\\�\ \\ \ -/ � \\�\ \\ �, /�
\\\ \ l I /. // / , 1 \ \ , .\�\\\ -, \\ \\\ ,\\ \\. \ — /�/i ce_ ; \, ��\\\. --,III .,�/
TOTAL DISTURBED AREA
247)556 SF / 5.683 AC
TOTAL AREA TO BE STABILIZED
175,604 SF / 4.031 AC
0 200 400
FEET
1 " = 200'
EROSION CONTROL LEGEND
NOTE: NOT ALL ITEMS SHOWN IN LEGEND MAY SHOW ON PLANS
i INLET PROTECTION
XXX SOIL GROUP
XX HYDROLOGIC GROUP 1.
ROCK CHECK DAM
PS PERMANENT SEEDING
TEMPORARY SLOPE DRAIN
<_=:::::::::::::::: OVERLAND FLOW DIRECTION
❑ BAFFLE
❑ SILT FENCE
TD TEMP. DIVERSION DITCH
- EXISTING PAVEMENT
— SWALE
- - EXISTING MAJOR CONTOUR
- - - - - EXISTING MINOR CONTOUR
BOUNDARY
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
= )♦ IIIIIIIIIIIIIIII ]♦ IIIIIIIIIIIIIIII ]♦ IIIIIIIIIIIIIIII = PROPOSED STORM SEWER
tc tc TIME OF CONCENTRATION
- - SOIL GROUP LINES
ALL EROSION CONTROL MEASURES SHALL
BE REMOVED UPON SITE STABILIZATION
AND APPROVAL OF EROSION CONTROL
INSPECTOR. ALL DISTURBANCE DURING
REMOVAL SHALL BE MATTED AND SEEDED
ALL INLETS MUST BE INSCRIBED WITH FISH
LOGO AND READ, "DUMP NO WASTE, DRAINS TO
STREAM" OR EQUIVALENT APPROVED LANGUAGE
�% 10
ALL DEMOLITION DEBRIS SHALL BE HAULED TO A
PERMITTED APPROVED HAUL SITE WHETHER INERT
OR ORGANIC. ALL HAZARDOUS WASTE SHALL BE
DISPOSED OF IN ACCORDANCE WITH APPLICABLE
L LOCAL, STATE, AND FEDERAL LAWS
ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT
MUST COME FROM A SITE WITH AN APPROVED EROSION CONTROL
PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A
LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.
TRASH/DEBRIS FROM DEMOLITION ACTIVITIES MUST BE DISPOSED OF AT
A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.
[15A NCAC 46 .0110]
EROSION AND SEDIMENTATION CONTROL GENERAL NOTES
1.ALL EXCESS SOIL TO BE HAULED TO AN APPROVED SINGLE SITE.
2.ALL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH NCAC TITLE 15 CHAPTER 4
EROSION AND SEDIMENTATION CONTROL AND NCDENR EROSION AND SEDIMENTATION
CONTROL PLANNING AND DESIGN MANUAL
3.CONTACT DURING CONSTRUCTION
3.1. DEVELOPER - TBD
4.ENGINEER - CESI - KATE UNDERWOOD, PHD PE - 704-786-5404
5.NCDENR INSPECTOR - TBD
6.000RDINATE COMPUTATION USED FOR AREA DETERMINATION IN AUTOCAD 3D 2021
7.SOIL TYPES
EnB - ENON SANDY LOAM, 2% TO 8% SLOPES, HSG C
BaB - BADIN CHANNERY SILT LOAM, 2% TO 8% SLOPES, HSG C
BaD - BADIN CHANNERY SILT LOAM, 8% TO 15% SLOPES, HSG C
MsA - MISENHEIMER CHANNERY SILT LOAM, 0% TO 4% SLOPES, HSG D
&RIVER BASIN - YADKIN PEE-DEE
9.RECEIVING WATER COURSE - DUTCH BUFFALO CREEK, 13-17-11-(5), CLASSIFICATION C
PH 2 DRAINAGE AREA CALCULATION TABLE
DRAINAGE AREA
AREA (AC)
SEDIMENT DEVICE
NOTES
DA-1
0.354
COMPOST SOCKS
DA-1A
1.626
ROCK PIPE INLET
PROTECTION
CLEAN WATER
DA-2
0.361
SILT FENCE
DA-3
0.971
COMPOST SOCKS
DA-3A
0.648
ROCK PIPE INLET
PROTECTION
CLEAN WATER
DA-4
0.929
COMPOST SOCKS
DA-5
0.393
COMPOST SOCKS
DA-6
0.552
COMPOST SOCKS
DA-7
0.774
COMPOST SOCKS
DA-8
0.605
COMPOST SOCKS AND
RIP RAP
DA-9
5.623
ROCK PIPE INLET
PROTECTION
DA-10
42.087
RIP RAP APRON
CLEAN WATER
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GEOTECHNICAL
SURVEYING
PO BOX 268
CONCORD, NC 28026-0268
P. 704.786.5404
F. 704.786.7454
www.cesicgs.com
NCBELS CORP. NO. C-0263
OCOPYRIGHT 2012
ENGINEERS SEAL
C403

EROSION CONTROL LEGEND
NOTE: NOT ALL ITEMS SHOWN IN LEGEND MAY SHOW ON PLANS
i ® INLET PROTECTION
XXX SOIL GROUP
XX HYDROLOGIC GROUP
ROCK CHECK DAM
PS PERMANENT SEEDING
TEMPORARY SLOPE DRAIN
OVERLAND FLOW DIRECTION
C
❑ BAFFLE
❑ SILT FENCE
TD TEMP. DIVERSION DITCH
EXISTING PAVEMENT
.. .. - SWALE
EXISTING MAJOR CONTOUR
- - - - - EXISTING MINOR CONTOUR
BOUNDARY
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED STORM SEWER
tc tc TIME OF CONCENTRATION
SOIL GROUP LINES
DISTURBED ARE
TEMPORARY DIVEf
DRAI NAG
CROSS SECTION A
60' SHARED ACCESS
EASEMENT
568 I 12.00'
6.00,
18.47'
11.00'
12.00' 568
6.00'
17.22'
rF-12.00'
A LIMITS ��
R�V'
SIONNDIL �HTS EXISTING GRADE\
560 PROPOSED GRADE
SILT FENCE -
DRAINAGE AREA LIMITS
DISTURBED AREA LIMITS
556 L--
0+00
/ / I SILT FENCE OUTLET \
I CONSTRUCTION ENTRANCE
I /
I
I I
TOTAL DISTURBED AREA
247,556 SF / 5.683 AC
TOTAL AREA
TO
BE
STABILIZED
175,604
SF
/
4.031 AC
ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT
MUST COME FROM A SITE WITH AN APPROVED EROSION CONTROL
PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A
LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.
TRASH/DEBRIS FROM DEMOLITION ACTIVITIES MUST BE DISPOSED OF AT
A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.
[15A NCAC 4B .0110]
J 556
0+93
CROSS SECTION B
564 60' SHARED ACCESS 564
EASEMENT
12.00' 12.00'
I 6.00' 6.00'
17.7T 21.72'
1.00' 1.00'
2.00'-1 _j
2.00'
560 I il 11 1 1 1 1-
1560
550
0+00
rrrcvry ini�,nivwa: v.via
MINIMUM APRON LENGTH: 8'
APRON WIDTH AT PIPE OUTLET: 3.75'
APRON WIDTH AT OUTLET END: 9'
PROPOSED GRADE
EXISTING GRADE
V
V
SILT FENCE
SILT FENCE
DRAINAGE AREA
LIMITS
DISTURBED AREA
LIMITS
DRAINAGE AREA LIMITS --
DISTURBED AREA LIMITS
J 550
0+93
PH 2 DRAINAGE AREA CALCULATION TABLE
DRAINAGE AREA
AREA (AC)
SEDIMENT DEVICE
NOTES
DA-1
0.354
COMPOST SOCKS
DA-1A
1.626
ROCK PIPE INLET
PROTECTION
CLEAN WATER
DA-2
0.361
SILT FENCE
DA-3
0.971
COMPOST SOCKS
DA-3A
0.648
ROCK PIPE INLET
PROTECTION
CLEAN WATER
DA-4
0.929
COMPOST SOCKS
DA-5
0.393
COMPOST SOCKS
DA-6
0.552
COMPOST SOCKS
DA-7
0.774
COMPOST SOCKS
DA-8
0.605
COMPOST SOCKS AND
RIP RAP
DA-9
5.623
ROCK PIPE INLET
PROTECTION
DA-10
42.087
RIP RAP APRON
CLEAN WATER
JEKKY W. WE I I ER & wt.
LINDA K. WETTED\
DB 11409 Pg 0b6 I
TAX ID 5567-45-4786 I
ZONED: AO
ALL DEMOLITION DEBRIS SHALL BE HAULED TO A
PERMITTED APPROVED HAUL SITE WHETHER INERT
OR ORGANIC. ALL HAZARDOUS WASTE SHALL BE
DISPOSED OF IN ACCORDANCE WITH APPLICABLE
LOCAL, STATE, AND FEDERAL LAWS
o \-.v1v1
rvo1 ov\..r\ ki 1r.)
SEE DETAIL ON SHEET C420
ALL INLETS MUST BE INSCRIBED WITH FISH
LOGO AND READ, "DUMP NO WASTE, DRAINS TO
STREAM" OR EQUIVALENT APPROVED LANGUAGE
\ _ _ 0 50 100
FEET
50'
-_53
535
/R/z
4!;
70
CLASS A RIPRAP APRON
APRON THICKNESS: 0.675' I I
MINIMUM APRON LENGTH: 8'
APRON WIDTH AT PIPE OUTLET: 3.75' _
APRON WIDTH AT OUTLET END: 9'
SILT FENCE OUTLET
ALL EROSION CONTROL MEASURES SHALL
BE REMOVED UPON SITE STABILIZATION
AND APPROVAL OF EROSION CONTROL
INSPECTOR. ALL DISTURBANCE DURING
REMOVAL SHALL BE MATTED AND SEEDED
00
G
- 535 - I
EROSION AND SEDIMENTATION CONTROL GENERAL NOTES
1. ALL EXCESS SOIL TO BE HAULED TO AN APPROVED SINGLE SITE.
2.ALL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH NCAC TITLE 15 CHAPTER 4 EROSION
AND SEDIMENTATION CONTROL AND NCDENR EROSION AND SEDIMENTATION CONTROL PLANNING AN
DESIGN MANUAL
3.CONTACT DURING CONSTRUCTION
3.1. DEVELOPER - TBD
4.ENGINEER - CESI - KATE UNDERWOOD, PHD PE - 704-786-5404
5.NCDENR INSPECTOR - TBD
6.000RDINATE COMPUTATION USED FOR AREA DETERMINATION IN AUTOCAD 3D 2021
7.SOIL TYPES
En6 - ENON SANDY LOAM, 2% TO 8% SLOPES, HSG C
BaB - BADIN CHANNERY SILT LOAM, 2% TO 8% SLOPES, HSG C
BaD - BADIN CHANNERY SILT LOAM, 8% TO 15% SLOPES, HSG C
MsA - MISENHEIMER CHANNERY SILT LOAM, 0% TO 4% SLOPES, HSG D
8.RIVER BASIN - YADKIN PEE-DEE
9.RECEIVING WATER COURSE - DUTCH BUFFALO CREEK, 13-17-11-(5), CLASSIFICATION C
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''01 � CIVIL
GEOTECHNICAL
SURVEYING
PO BOX 268
CONCORD, NC 28026-0268
P. 704.786.5404
F. 704.786.7454
www.cesicgs.com
NCBELS CORP. NO. C-0263
©COPYRIGHT 2012
ENGIN SEAL
�`, OAR
om
7 'P9�23/2V:2 00
C404

610
40
0
546
DA-9 (CLEAN WATER BYPASS)
— — 544 LOT 3
135068 SQ.
DRAINAGE AREA LIMITS /
5
—540
\ \
SWALE A
S150 LINER OR EQUIVALENT
39.35LF/15"RCP/2.20% C
-
— — — —536 — / DA-7 T
ALL EROSION CONTROL MEASURES SHALL
BE REMOVED UPON SITE STABILIZATION
AND APPROVAL OF EROSION CONTROL
INSPECTOR. ALL DISTURBANCE DURING
REMOVAL SHALL BE MATTED AND SEEDED
ALL DEMOLITION DEBRIS SHALL BE HAULED TO A
\ \ �I PERMITTED APPROVED HAUL SITE WHETHER INERT
540 �1 I I OR ORGANIC. ALL HAZARDOUS WASTE SHALL BE
DISPOSED OF IN ACCORDANCE WITH APPLICABLE
LOCAL, STATE, AND FEDERAL LAWS
1 I
1
I
DRAINAGE AREA LIMITS / j /
i
25' LANDSCAPE BUFFER (TYP.) hyb 11/ �� e — "Il __ 1 \ \
(-MsA
D I
I� \ v
/
,531--
-
i / I
I LpT
3.066-ACRES
13Y3535 SQ. FT. \
­71 Ill i
rl _
ROCK PIPE INLET PROTECTION DA-7 \ \
PROVIDED SEDIMENT (1.5' DEPTH) = 2868 CU. FT \ \ \
PROVIDED SUMP = 1912 SQ. FT 1 \
35.87LF/15"RCP/— 50 6%_ \
Ir
I I I I
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Ln
/ N
DISTURBED AREA LIMITS /
TEMPORARY DIVERSION DITCH
DRAINAGE AREA LIMITS --
SILT FENCE
532
— _
77.88LF/42"RCP/2.60% /15"RCP 23
_ 50 77LF
\ \ 0\ — C
— 528
\ \ \ 60' SHARED 4CC TRAIL
s�/ ESS EgSEMENT
\ I ss/ / CLASS 1 RIPRAP APRON I
APRON THICKNESS: 1.8' I
MINIMUM APRON LENGTH: 27' I APRON THICKNESS 0.675 \ / ����� / / \ DISTURBED AREA LIMITS
APRON WIDTH AT PIPE OUTLET: 10.5 \ \
MINIMUM APRON LENGTH
APRON WIDTH AT OUTLET END: 31' \ \ : 8
' \
\ TEMPORARY D
APRON WIDTH AT PIPE OUTLET: 3.75' 1 _ DRAI
b \ \ \ j j j , - / _ \ �\ \ SILT FENCE OUTLET \ / APRON WIDTH AT OUTLET END: 9'
SILT FENCE OUTLET 524
LOT
\4.598 ACRES
u DITCH CHECK WITH
)T 1 ° / p II 8" COMPOST SOCK (TYP.)
3 ACRES , I
\Lo 520
\\
DISTURBED AREA LIMITS
I� o / I I DA-6 DRAINAGE AREA LIMITS(�B a \ �.
DA-5 SILT FENCE \ I
4 817 ACRES
s I \ \ 2U9820 SQ. FT.
I I - - \
I 13
�`•• I
s ss � \ — \ \, \ \ \\\ \ LOT 9S \ \ \ \ \ l
"53 ACR a \ \ \ \ �/ ((I / •�
Ln I \ \\ \ �\ \ \ \\ 1 2157V SQ. FT\\
°
` \ \ `\\ \\\ / �� �/ >`.•.-�__,,.\ \ \
\ I �
\ I F- i I I
i I
o o
ALL INLETS MUST BE INSCRIBED WITH FISH
LOGO AND READ, "DUMP NO WASTE, DRAINS TO
STREAM" OR EQUIVALENT APPROVED LANGUAGE
I
s1,
0
0 50 100
FEET
1" = 50'
EROSION CONTROL LEGEND
NOTE: NOT ALL ITEMS SHOWN IN LEGEND MAY SHOW ON PLANS
1B I INLET PROTECTION
rxx—x,-) SOIL GROUP
XX HYDROLOGIC GROUP
ROCK CHECK DAM
PS PERMANENT SEEDING
TEMPORARY SLOPE DRAIN
COVERLAND FLOW DIRECTION
❑ BAFFLE
❑ SILT FENCE
TD TEMP. DIVERSION DITCH
EXISTING PAVEMENT
. .. .. — SWALE
EXISTING MAJOR CONTOUR
— — — — — EXISTING MINOR CONTOUR
BOUNDARY
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
>♦ >♦ >♦ >♦ >♦ PROPOSED STORM SEWER
tc tc TIME OF CONCENTRATION
SOIL GROUP LINES
CROSS SECTION C
/ A
� � 1
100 YEAR FLOOD PLAIN
\ \ \ \ \ \ \
\\ \\\\ "&o \
TOTAL AREA TO BE STABILIZED
175,604 SF / 4.031 AC
ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT
MUST COME FROM A SITE WITH AN APPROVED EROSION CONTROL
PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A
LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.
TRASH/DEBRIS FROM DEMOLITION ACTIVITIES MUST BE DISPOSED OF AT
A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.
[15A NCAC 4B .0110]
TOTAL DISTURBED AREA
247,556 SF / 5.683 AC
532
o'
528
DISTURBED AREA LIMITS
DRAINAGE AREA LIMITS
SILT FENCE
524
520
516
1 +23
EROSION AND SEDIMENTATION CONTROL GENERAL NOTES
1. ALL EXCESS SOIL TO BE HAULED TO AN APPROVED SINGLE SITE.
2.ALL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH NCAC TITLE 15 CHAPTER 4 EROSION
AND SEDIMENTATION CONTROL AND NCDENR EROSION AND SEDIMENTATION CONTROL PLANNING AN
DESIGN MANUAL
3.CONTACT DURING CONSTRUCTION
3.1. DEVELOPER — TBD
4.ENGINEER — CESI — KATE UNDERWOOD, PHD PE — 704-786-5404
5.NCDENR INSPECTOR — TBD
6.000RDINATE COMPUTATION USED FOR AREA DETERMINATION IN AUTOCAD 3D 2021
7.SOIL TYPES
EnB — ENON SANDY LOAM, 2% TO 8% SLOPES, HSG C
BaB — BADIN CHANNERY SILT LOAM, 2% TO 8% SLOPES, HSG C
BaD — BADIN CHANNERY SILT LOAM, 8% TO 15% SLOPES, HSG C
MsA — MISENHEIMER CHANNERY SILT LOAM, 0% TO 4% SLOPES, HSG D
8.RIVER BASIN — YADKIN PEE—DEE
9.RECEIVING WATER COURSE — DUTCH BUFFALO CREEK, 13-17-11—(5), CLASSIFICATION C
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''01 � CIVIL
GEOTECHNICAL
SURVEYING
PO BOX 268
CONCORD, NC 28026-0268
P. 704.786.5404
F. 704.786.7454
www.cesicgs.com
NCBELS CORP. NO. C-0263
©COPYRIGHT 2012
ENGINEERS SEAL
N R
QQ
S 44ZZQQ 9!�_
n 09/13 M22: moo`
C405
PH 2 DRAINAGE AREA CALCULATION TABLE
DRAINAGE AREA AREA (AC) SEDIMENT DEVICE NOTES
DA-1 0.354 COMPOST SOCKS
DA-1A 1.626 ROCK PIPE INLET CLEAN WATER
PROTECTION
DA-2 0.361 SILT FENCE
DA-3 0.971 COMPOST SOCKS
DA-3A 0.648 ROCK PIPE INLET CLEAN WATER
PROTECTION
DA-4 0.929 COMPOST SOCKS
DA-5 0.393 COMPOST SOCKS
DA-6 0.552 COMPOST SOCKS
DA-7 0.774 COMPOST SOCKS
DA-8 0.605 COMPOST SOCKS AND
RIP RAP
DA-9 5.623 ROCK PIPE INLET
PROTECTION
DA-10 42.087 RIP RAP APRON CLEAN WATER

BLOW-UP
O
a �
WETLAND (JURISDICTIONAL)
o
25' UNDISTURBED BUFFER
I �*
20' NO -BUILD SETBACK
I
Ln
0 25' LANDSCAPE BUFFER (TYP.)
co
01
o �
ADDITIONAL 15' FOR ACTIVE COMMON
TOTAL ACTIVE OPEN SPACE 8.364 A
AC
EROSION CONTROL LEGEND
NOTE: NOT ALL ITEMS SHOWN IN LEGEND MAY SHOW ON PLANS
rxx_x,_� SOIL GROUP
XX HYDROLOGIC GROUP
INLET PROTECTION
ROCK CHECK DAM
EROSION AND SEDIMENTATION CONTROL GENERAL NOTES
1.ALL EXCESS SOIL TO BE HAULED TO AN APPROVED SINGLE SITE.
2.ALL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH NCAC TITLE 15 CHAPTER 4 EROSION
AND SEDIMENTATION CONTROL AND NCDENR EROSION AND SEDIMENTATION CONTROL PLANNING AND
DESIGN MANUAL
3.CONTACT DURING CONSTRUCTION
3.1. DEVELOPER - TBD
4.ENGINEER - CESI - KATE UNDERWOOD, PHD PE - 704-786-5404
5.NCDENR INSPECTOR - TBD
6.000RDINATE COMPUTATION USED FOR AREA DETERMINATION IN AUTOCAD 3D 2021
7.SOIL TYPES
0 100 200
FEET
1 "= 00,
KENNETH MAX BARRIER & I
' CECIL WAYNE BARRIER s s
DB 2905 Pg 330
TAX ID 5567-67-1160 —
ZONED: AO
0.
1'Y P'`
LAU.k'A E. MED�.IN
BOUNDARY DR 3233 Fa 296111,
PROPOSED MAJOR CONTOUR \ \ \ \ \ I 1 I I 1 I I I' I \/ / j j / / TAX ID 5567-47-7762 \� _ _ ��� \ \\\\\ \\\ ao° °2" E / J I I
ZONED. AO •\ _ — \\\\\ \ 0.83'
—49s. / X
PROPOSED MINOR CONTOUR \ \ \ \ \ \\ \ \ \ \ 1 I I I I IIII I I III I \ \ ✓ / / /// / / / \ b2\\ \\ \�\ \�\ / \
.\ \\\ \\ \ \ \ \ \ I
l• l• l• l• l• PROPOSED STORM SEWER \ \ \ \ \ \ \ \ \ \' \'1,1' I I I I I I I, � I I I I I I I I I / / \ \\\\\\\\ \\\\\\ \\\
TIME OF CONCENTRATION \ I 1 I I n o I I I I / / / // / / \ l / \
tc tc \ \\ \\,l I I 0\ �� I M I / \ \ \\ \\\\\\� \ \ \ \ \
— — SOIL GROUP LINES I o\\ \ I I I I I �1 I I n I I I I h I I I I / �% % /� / / / / / — \ \ \ \ \I \I I� \ \\\�\\
III ° I\ \ 1 i I I IIIIII I Illlllll�l II IIII —\ \ I l l l I J I I\\�\\\ \
I I I I I I I I I I I IIII I I I h`y/ / // �' J / // WETLAND (JURISDICTIONAL)
\Ij \I11� IIII J // /III IIII/IIIIII IIIIIIIII I////�� /—J I \ \ I (
/// (IIIIII I (/
25' UNDISTURBED BUFFER --- - - -
\ �_/Iv / \ \ 1 I II IIII _ _—/ / /�/
OPEN SPACE (RIDING TRAIL) \ \ _ / .Ig/ �1B 77 Pg 14 / / / /// / III \ � / /// / f � � � — — _ � � \ \ -�, \ I I ' � / / / / // / / /// / I \ 1 \ \ \ 20 NO -BUILD SETBACK
/ 11.67% j / / / LAURa E. ME'JLIIJ // / // / /// J ( I //// / / / _ \ m\ \ \ I I I IIII I I / / / /
DB 132�3 Pg a_96 1l�/ j/� —__�\ \ � W\ \ 1 I IIII IIII I / / / �
TAX ID 5567-47--3631 ( /% // / I ( \\\\ \ — // / / / / \ \ \ \ \ \ I IIII IIII ( / / ( ( ( I I I ( 1 ` \\ \ \ \ 1 LL_
/ / / 64 _ �_ ZONED: A0 c ( /\�\\ \\ ' —_ \ \ o \ I I ( I I \ I ` l l \ \\
/�/ '4"\<< /�/ // / \ \ \ \ \ 1 \ I I I I I IIII I I I l \ \ \\ \ \ W
\ \�\4 s\\ \ LOT 7 J
14.498 ACRES
Soo
\ \\\ \ \ • / I I 1 \ \ \\ \ � \ \ 1 \ \ � III � I I i qr
/� \\ \\ \\� — ////II 1 \ \\ \ \ \\\ \ �/ \ 1 \ \ II I ,\psi \\
0
� \ 1�9.55• I, \I I 4.67 ACRE \ / / � \ \
\66
4 6 S g1855 �/ I \
4\ \\\\
00\YEAR FLOOD PLAIN
j(
\\ \
/\ / / / / �/ \� \\ \
<��
1 (r
LOT 2 J / \ / // /— _ / / \\ \I I I \ \ \ \
/ I
I 1 \ \ \ \ \ \ � — -�\ \ \ � � / / � /LOOT �
I I / \ \ \\ \ \ \\ \\ .482 ACRES \ \ \ \ — — — / / // / 1 A RES / SWALE A I\ - I� / I \ \ \ LOT
I I I IIII °` \ ) I �) I I \ \\ \\ m —1 �7� �4- �T / /' \\ \ \ \ , — — — / / i J S / 1 \ \ \ 4.834 A REST
1 co 1 \ \ \ \ \ \ \o \\ S\ I I \ _ \ / /'��$Q C125 LINER OR EQUIVALENT L T \ \ \ / \ ' \ \\ \ I
—----_ _ — i/�// / /i/ _ � ��
I I I I I I \ I I I \ I I I I I \ \\ \ 1 6p — — — — 540 \ \\\� — �,----/ / /�/ /- 1,�3
WITH
DITCH BE
\ / \\
S150 LINER
RESIDUAL TRACT ----- — — J
MB 55 Pg 77
KANDICE M. TERESHENKO
DB 8501 Pg012
TAX ID 5567-37-4761
ZONED: AC
/ \ \ \ \ \ \ \ \ ♦ =60' RINNELL
I / / / / / / % \ — \ \ \ \ \ \ \ — _ — \ \ \ /� -G SH4 TRAIL o
/ I \ \ \ \ \ \ INTERMITTENT STREAM PER JURISDICTION \
L — \ \ \ \ \ \ \ \ \ — _N \ __ — -7. = \� ^ �\ _ \��� G� EASEMENT
/ ( I (/ / / / / / / / / / / / I— — _ — — _ — 5.�6" E\24s�6' \ \ \ \ \ \ \ \ \ /v, — \\\��� \\ \� \ \ \ �I' \ — _ = - J / \ TRANSITION POINT FROM INTERMITTENT \ \
0 100 200
FEET
1 "=10 0'
PERMANENT SEEDING
TEMPORARY SLOPE DRAIN
COVERLAND
FLOW DIRECTION
❑
BAFFLE
❑
SILT FENCE
TEMP. DIVERSION DITCH
TD
EXISTING PAVEMENT
.. ..
— SWALE
—
EXISTING MAJOR CONTOUR
- — — — —
= EXISTING MINOR CONTOUR
PH 2 DRAINAGE AREA CALCULATION TABLE
DRAINAGE AREA
AREA (AC)
SEDIMENT DEVICE
NOTES
DA-1
0.354
COMPOST SOCKS
DA-1A
1.626
ROCK PIPE INLET
PROTECTION
CLEAN WATER
DA-2
0.361
SILT FENCE
DA-3
0.971
COMPOST SOCKS
DA-3A
0.648
ROCK PIPE INLET
PROTECTION
CLEAN WATER
DA-4
0.929
COMPOST SOCKS
DA-5
0.393
COMPOST SOCKS
DA-6
0.552
COMPOST SOCKS
DA-7
0.774
COMPOST SOCKS
DA-8
0.605
COMPOST SOCKS AND
RIP RAP
DA-9
5.623
ROCK PIPE INLET
PROTECTION
DA-10
42.087
RIP RAP APRON
CLEAN WATER
EnB - ENON SANDY LOAM, 2% TO 8% SLOPES, HSG C
BaB - BADIN CHANNERY SILT LOAM, 2% TO 8% SLOPES, HSG C
BaD - BADIN CHANNERY SILT LOAM, 8% TO 15% SLOPES, HSG C
MsA - MISENHEIMER CHANNERY SILT LOAM, 0% TO 4% SLOPES, HSG D
&RIVER BASIN - YADKIN PEE-DEE
9.RECEIVING WATER COURSE - DUTCH BUFFALO CREEK 13-17-11- 5 CLASSIFICATION C
Q
0
m
LL]
u/
TO PERENNIAL STREAM
LOT 11'\\ \ —J —/ -�LOT 8
\ I) /`'/ //f I 1 �\\\ \\ \\� \\\\�� `�\ / —✓//�'vim� . ——— 47_4ACRES 4.* ACR 3
N 211550151�2��Cd_ —
I II I\
1
— ----- ------ I \ \�
11.353 ACRES
ADDITIONAL 15 FOR ACTIVE COMMON OPEN SPACE (RIDING TRAIL)
I _-- - _ _ \ -
/ � � I \ \ _ � \ \ � \�� •. � / � — -, '--.-_�.-- _— 20_ VEGETATIVE BUFFER f.
I 25' LANDSCAPE BUFFER (TYP.) \ �o / / DITCH TO BE LINED WITH \ \ \ \\\ \ \ I \ — _� \� _ \ \ \�\\
_ 540 / / / r 1 _ — \\ / \ \
p I I I 1 `� I S150 LINER OR EQUIVALENT 1 \ \ \ \ \ \ _ \ \\\ —
I 4:8 ACRES--- — ; _�\ \\�\\ \\._ i' / — — \ \
' \ \ \\\ �.,G �.. / �� / / \ 50' STREAM BUFFER
W2b9ss _
>r(%r s
Ln 4.953 ACRES
\\ _\ ,,_�//__---� � \\ \ \ r•5 bi ter- ��; � ��� \ \ \ � �••. \ �\\ � \ �
14o
\ \ \ \ \ \ 1 ASPHALT Dr. 5g. 61
\\ J —
\ \ 1 PROPOSED RIGHT OF WAY o \ \ \ \ / / / / \ \ \ \ \ \\ \ \\\ \ \ \ \ \ \ \ \\s \ \ \ s \ \ \ \ \
26
I \ \ \ Ex+ � \ 2�sl.>>' s �O,Y \ 1;6AI y I I I I� \\ \ \ ss0�
I s 5s 2 205.20 A / ( \ \
/O I II IJ ) �geo. \ \ \ \\\ \\ I 1 \ I III \ / / / —
DITCH TO BE LINED WITH
S150 LINER OR EQUIVALENT
I I qa I II�/ r
I 1 \ \ \ s< I \ I I � \ \ \\ moo\ \ \ \ \- --� � �\ �� \ \ \�•. \
o�
/ rxa I LaI ; \ `\ \\\I \ \ PERENNIAL STREAM PER JURISDICTIONAL FEATURE DETERMINATIO\\
\
/--_ \ \\ \\�/\\ \\\\�\\�\� JFRRY Vb'. WETTER & wf. —_
�„ A \\ ,, LINDA K. WETTER—
o i s;s 'e `DD 11409 Pg 056 \ /
� 5567--45--47c°,6 �\ /
GRINNELL TRAIL s so=to'3s" E' 2r�ls.�s'� / / / / �' — _ \ \ \ / / \\ \ \ \ \ \ \ \\ \\\ \\\ \\\ \ \\\\\ \\\\
I 2sa . \
I / 60' SHARED ACCESS EASEMENT — % / / \ i / / \ \ \ \ \
JERRY W. WI-TTER wt. / /
( / LINEA K. WETTED 25' LANDSCAPE BUFFER (TYP.)
ADDITIONAL 15' FOR ACTIVE COMMON OPEN SPACE (RIDING TRAIL)
DB 11409 Pg 0 DITCH TO BE LINED WITH TOTAL ACTIVE OPEN SPACE 8.364 ACRES / 11.67%
TAX ID 5567-45-476 S150 LINER OR EQUIVALENT
ZONED: AO
TOTAL DISTURBED AREA
ALL DEMOLITION DEBRIS SHALL BE HAULED TO A
/
PERMITTED APPROVED HAUL SITE WHETHER INERT
OR ORGANIC. ALL HAZARDOUS WASTE SHALL BE
DISPOSED OF IN ACCORDANCE WITH APPLICABLE
LOCAL, STATE, AND FEDERAL LAWS
ALL INLETS MUST BE INSCRIBED WITH FISH
LOGO AND READ, "DUMP NO WASTE, DRAINS TO
STREAM" OR EQUIVALENT APPROVED LANGUAGE
ALL EROSION CONTROL MEASURES SHALL
BE REMOVED UPON SITE STABILIZATION
AND APPROVAL OF EROSION CONTROL
INSPECTOR. ALL DISTURBANCE DURING
REMOVAL SHALL BE MATTED AND SEEDED
\ \I 247,556 Sr / 5.683 AC
TOTAL AREA TO BE STABILIZED
175,604 SF / 4.031 AC
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'I � CIVIL
GEOTECHNICAL
SURVEYING
PO BOX 268
CONCORD, NC 28026-0268
P. 704.786.5404
F. 704.786.7454
www.cesicgs.com
NCBELS CORP. NO. C-0263
©COPYRIGHT 2012
ENGINEERS SEAL
I Its
SEAL
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IN
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