SW4210801_Plansheet C-1.1 - Existing Conditions_Survey_20220421

DEMOLITION NOTES:
1. ALL DEMOLITION, TRANSPORT, AND DISPOSAL OF
WASTE MATERIALS SHALL BE IN ACCORDANCE WITH
ALL APPLICABLE TOWN, COUNTY, STATE, AND FEDERAL
REGULATIONS.
2. REGULATED MATERIALS SUCH AS ASBESTOS, LEAD, ETC.
MAY EXIST ON SITE AND SHALL BE IDENTIFIED AND A
PLAN FOR DEMOLITION AND DISPOSAL PRESENTED TO
AND APPROVED BY THE TOWN AND OWNERS PRIOR
TO COMMENCING DEMOLITION ON CORRESPONDING
STRUCTURES.
3. THE LOCATIONS OF ALL EXISTING FEATURES SHOWN
ON THIS SHEET WERE PROVIDED AS PART OF THE
SURVEYS BY TRIANGLE SURVEYORS DATED MARCH 31,
2021. OTHER UNIDENTIFIED UTILITIES OR SITE
FEATURES, ESPECIALLY RELATED TO EXISTING STEVE M & PAULETTE MCPHERSON
STRUCTURES, MAY EXIST AND SPECIAL CARE SHALL BE 729604
EXERCISED DURING ANY SUBGRADE WORK OR ALAMANCE COUNTY
DEMOLITION. 27771203
4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY SIZE: AC
USE: VAACC ANT
PERMITS FOR WORK IN THE NCDOT AND/OR LOCAL
RIGHTS -OF -WAY. ANY DAMAGED INFRASTRUCTURE IN
THE RIGHTS -OF -WAY CAUSED BY CONSTRUCTION
ACTIVITIES MUST BE REPAIRED TO NCDOT AND/OR
\
LOCAL STANDARDS. THIS INCLUDES, BUT IS NOT
LIMITED TO UTILITIES, SIDEWALKS, CURB & GUTTER,
AND PAVEMENT.
S. CONTRACTOR SHALL IMPLEMENT TRAFFIC CONTROL
\
PLAN PRIOR TO ANY WORK WITHIN THE NCDOT
RIGHT-OF-WAY.
6. ALL UTILITIES TO BE REMOVED, DISPOSED OF, AND/OR
\
ABANDONED PER THE CORRESPONDING SERVICE
PROVIDERS GUIDELINES.
32.93 -
7 CONSTRUCTION WASTE SHALL NOT BE BURIED ON
SITE.
SKIMMER BASIN SCHEDULE: 0
DRAINAGE AREA: 16.62 AC
Q25. 0.20 x 7.24 IN/HR x 16.62 AC = 24.07 CFS
REQUIRED PROVIDED AT 639.50
VOLUME (CF): 8,128 17,054
SUFACE AREA (SF): 7,823 8,259
DEPTH (FT): 2.00 2.50
WEIR WIDETH (FT): - 22
WEIR ELEVATION (FT): - 639.50
TOP BASIN ELEVATION (FT): - 641.00
BOTTOM BASIN ELEVATION (FT): - 637.00
DESIGN STORM ELEVATION (FT): - 639.50
SKIMMER SIZE SCHEDULE:
REQUIRED BASIN VOLUME.
8,128 CF
DAYS TO DRAIN:
3 DAYS
SKIMMER SIZE.
2.00"
ORIFICE RADIUS:
0.90"
ORIFICE DIAMETER.
1.80"
ON -SITE DISTURBED AREA
212,212 SF (4.87 AC)
OFF -SITE DISTURBED AREA
IZ442 SF (0.29 AC)
TOTAL DISTURBED AREA
224,654 SF (5.16 AC)
SUBMITTED DISTURBED AREA
261,360 SF (6.00 AC)
A
0
w
CONSTRUCTION SEQUENCE PHASE 1:
HOWARD F COBLE TRUST
729677
ALAMANCE COUNTY
1.
THOROUGHLY REVIEW PLANS AND EROSION CONTROL NOTES PRIOR TO STARTING WORK.
>
D.B. 1682 / 0419 �s>
�9
SIZE: 9.73 AC
2.
OBTAIN EROSION AND SEDIMENT CONTROL (EC) PERMIT AND A CERTIFICATE OF COVERAGE (COO BEFORE ANY LAND DISTURBING
USE. SINGLE FAMILY RESIDENTIAL
ACTIVITIES OCCUR. A HARD COPY OF BOTH PERMIT AND THE PLANS MUST BE KEPT ON SITE, PREFERABLY IN A PERMITS BOX, AND
ACCESSIBLE DURING INSPECTION. THE COC CAN BE OBTAINED BY FILING OUT THE ELECTRONIC NOTICE OF INTENT (e-NOI) FORM AT
$
DEQ.NC.GOV/NCG01. PLEASE NOTE, THE a-NOI FORM MAY ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN APPROVED.
366�
/
3.
LOCATE A JOB SITE/ INSPECTION BOX IN A SECURE PLACE ON SITE TO PROVIDE A PLACE FOR INSPECTORS TO LEAVE INSPECTION
REPORTS, COMPLIANCE NOTICES, ETC. SITE PERSONEL SHOULD CHECK THE BOX DAILY FOR THIS CORRESPONDENCE. PROVIDE
CONTACTING INFORMATION WITH NOTE TO "CONTACT C3 DESIGN AND ENGINEERING AT 919-230-0996 IF ANY ISSUES ARISE DURING
THE CONSTRUCTION". CONTRACTOR SHALL BE RESPONSIBLE FOR NCDENR REPORTING THROUGHOUT CONSTRUCTION.
EX. PEBBLESTONE TRAIL
PRIVATE GRAVEL ROAD
4.
SCHEDULE AND HOLD A PRECONSTUCTION CONFERENCE BEFORE STARTING ANY DEMOLITION, TIMBERING, CLEARING, OR GRADING
N50°02'59"E PER P.B. 40/9 ,o
WITH THE OWNER (OR REPRESENTATIVE), THE CONTRACTOR(S) RESPONSIBLE FOR THE DISTURBANCE AND EROSION CONTROL, AND
881.79 (TOTAL) �o,
EROSION CONTROL PERSONNEL TO DISCUSS THE PROJECT AND THE EROSION CONTROL PLAN. NCDEQ INSPECTOR IS TO BE NOTIFIED
AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITIES AT 336-776-9800.
A 5.
INSTALL SILT FENCE, SILT FENCE OUTLETS, CONSTRUCTION ENTRANCE/EXIT, BASIN, DIVERSIONS (INCLUDING MATTING), AND STRAW
WATTLE AS SHOWN ON THE PLANS. NOTE, CONTRACTOR SHALL INSTALL ADDITIONAL OUTLETS AS NEEDED WHERE LOW AREAS EXIST
OR DEVELOPED SITE CONDITIONS CREATE PLACE FOR SITE RUNOFF TO COLLECT / POND. ONLY CLEARING AND GRUBBING REQUIRED TO
INSTALL THE EC MEASURES SHALL BE CONDUCTED AT THIS TIME.
'
6.
CONTACT NCDEQ INSPECTOR AT 336-776-9800 IF REQUIRED BY THE PERMIT OR DISCUSSED AT THE PRE -CONSTRUCTION MEETING FOR
INSPECTION OF THE INITIAL EROSION CONTROL MEASURES.
7
UPON APPROVAL, BEGIN CLEARING AND DEMOLITION ACTIVITIES AS SHOWN.
THERE ARE NO KNOWN EXISTING
"g2 SURFACE WATERS, WETLANDS,
b8 REGULATORY FLOOD ZONES, A
8.
BEGIN INSTALLING STORM DRAIN AND INLET PROTECTION AT EXISTING LOT 5 AND LOT 6 AND RELOCATE EXISTING WATERWAY TO
PROPOSED DITCH AS SHOWN.
PROTECTED VEGETATED SETBACKS,
1100
AND PROTECTED RIPARIAN BUFFERS.
• 1, 9.
MATTING AND STABILIZE PERMANENT DITCHES SHOWN SINCE THEY WILL CONVEY CLEAN WATER BYPASS RUNOFF.
KELLY DENISE MEADOWS
129675
ALAMANCE COUNTY
76941240
SIZE. 46.53 AC
0.63 AC IN ROW
USE. VACANT
STEVE M & PAULETTE MCPHERSON
129599
ALAMANCE COUNTY
3291369
SIZE: 37.75 AC
USE. GENERAL FARM
\ EP SW OF LINE -
11.32'
STABILIZATION TIMEFRAMES /
Site Area Description Stabilization Timefrome Exceptions \
'k
Perimeter di es, swa es,
ditches and slopes
7 days
None
High Quality Water (HQW)
7 days
None
Zones
If slopes are 10' or less in length
Slopes steeper than 3:1
7 days
and are not steeper than 2:1, 14
days are allowed
Slopes 3:1 or flatter
14 days
7 days for slopes greater
than 50' in length
All other areas with slopes
14 daysNone,
except for perimeters and
flatter than 4:1
HQW Zones
LEGEND & NOMENCLATURE
SYMBOLS
10 Ex. iron pipe/rod or nail
Traffic signal box
O
Sanitary Sewer Manhole
❑ Ex. concrete monument
Iron Rebar Set
(D
Utility pole
* New iron pipe
Fire hydrant
):�
Light Pole
Calculated point
Valve (water or gas)
0
Power Pole
© Cable pedestal
O
Existing Iron Found
❑
Guy wire
M Telephone pedestal
@
Sanitary sewer c(eanout
Q
Calc. Corner
❑E Electric pedestal ❑
Storm curb inlet
Straw Wattle
❑F Fiber-optic marker ®
Drainage inlet (w/grate)
Silt Fence Outlet
ABBREVIATIONS NOTES SYMBOLS
Outlet Protection/
Plunge Pool Riprap
DB Deed Book CE
Construction Entrance/Exit
oop0O0
Inlet Protection
FIB or BM Plat or Map Book DD
Temporary Diversion Ditch
o
°o o
.0pOo
(Block &Gravel or
Hardware Cloth)
N/F Now or formerly pp
Permanent Diversion Ditch
Pg. Page
IP
Inlet Protection
SF Square feet
SB
Slope Blanket
AC. Acres
R/W Right-of-way SF
Silt Fence
NCSR NC State Route F�
Silt Fence Outlet
NCDOT NC Dept. of Trans. SW
Straw Wattle (12" see details)
R/W Right-of-way
TS
Temporary Seeding
Ex. Existing
RCP Reinforced concrete pipe PS
Permanent Seeding
PVC Polyvinyl chloride pipe TP
Tree Protection Fence
(M) Measured CW
Concrete Washout Area
AG Above ground
Silt Bag Dewatering
BIG Below ground
BM
Blanket Matting
OP
Outlet Protection/Plunge Pool
KELLY D MEADOWS
129616
ALAMANCE COUNTY
17711392
SIZE: 7.48 A C
USE. SINGLE FAMILY RESIDENTIAL �9
s
EX. BARN
0 PRE -DEVELOPMENT.•
DA-B = 699,312 SF (16.05 AC)
\
/
APPROXIMATE
PROPERTY LINES EX. STORAGE
PER D.B. 7777 /392
EX. SHED \
\ EX. GRAVEL DRIVE
MARY MCGUIRE & WILLARD ISLEY
729675
ALAMANCE COUNTY
D.B. 4771834
SIZE. 50.39 AC
USE. VACANT
NEW SOUTH LUMBER CO INC
129676
ALAMANCE COUNTY
D.B. 75971825
SIZE. 37.81 AC
USE. INDUSTRIAL
9.15
300.07
N43°54'49"W
2280.57 (TOTAL)
SUFFICIENT TO DIRECT ALL SEDIMENT -LADEN STORMWATER INTO A SEDIMENT CONTROL DEVICE. MUST BE INSTALLED
PRIOR TO CLEARING AND GRUBBING OF THE AREA (OR IN CONJUNCTION WITH THIS OPERATION IF SEDIMENT
CONTROLS AND DIVERSIONS ARE INSTALLED AS EACH CRITICAL POINT IS REACHED).
A- DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGES BY CONSTRUCTION OPERATIONS.
B- DIVERSIONS SHOULD BE SEEDED & MULCHED IF THEYARE TO REMAIN IN PLACE OVER 30 DAYS.
C- CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK REGARDLESS REPAIR AS NECESSARY.
W
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o
CCC
a
12"MIN aa,
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C00
SLOPE 2.1 ��0
H
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F
N
00
MAX g BERM
U
4NATURAL
GROUND OR COMPACTED FILL
FILL / CUT SLOPES - - ljj jjj JJl I I I�
lll=lll=lll=lll=lll=ll1, .I I1-1I I_
lll=lll=lll=lll=lll-lll- _
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❑
M
N
b.
NATURAL GROUND OR FAO I
u
FILL /CUT SLOPES I I -III -III -III -III -I I, 18 MIN DEPTH DITCH
10 III- I -III III
1I-
_, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I II I I I I -I I. I I
' I I -III -III-'
_ -I I I-1 '
Li Z
0J
FLOW
12" MIN I
a
z
78" MIN DEPTH
III
NATURAL GROUND OR IIIII
-I BERM/DITCH
L9
In-
Z
FILL / CUT SLOPES
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-
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NOTES:#
_
�W
POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE IF SLOPE EXCEEDS 2016, SEED AND MULCH DIVERSION. TRY NOT
vI�ZQN
U
v Z Ito
TO EXCEED 5% HIGH VELOCITIES RESULT). MAXIMUM D. A. = 5 ACRES WITHOUT SUPPORTING CALCS. DIVERSIONS AT THE
TOP OF SLOPES MUST EMPTY INTO AN APPROVED SLOPE DRAIN. BERM/DITCH IS MOST COMMONLY USED
J rn y0 01
MO
-A8 U
y W ro Q
M
MAINTENANCE.
UFO i=ai
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE
Z N a U dl
FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED.
NOT FOR
WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND AREA WITH
NATURAL GROUND LEVEL AND STABILIZE APPROPRIATELY.
1 C 1/// J
TEMPORARY DIVERSION BERM / DITCH
r .
036242
5.
EROSION CONTROL NOTES:
*pm
111T11T1/���`
1. THIS SITE IS SUBJECT TO ALAMANCE COUNTY REQUIREMENTS.
CONSTRUCTION
�TION
2. ALL EROSION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF
THE NORTH CAROLINA DEPT. OF ENVIRONMENTAL QUALITY STANDARDS. THE CURRENT STATE STANDARDS AND
SPECIFICATIONS CAN BE FOUND AT. httpsy/deq nc gov/about/divisions/energy-mineral-(and-resources/
V�
x
x
' energy-mineral-(and-permit-guidance%rosion-sediment-control-planning-design-manual.
EX. PUMP HOUSE g58 / 3. ALL APPLICABLE LAWS AND REGULATIONS REQUIRING DUE CARE AND TREATMENT OF CONSTRUCTION RELATED SEDIMENT N N N N N N W
LADEN RUNOFF SHALL APPLY AND BE STRICTL Y A DHERED TO.
\ _ 4. SILT FENCE OUTLETS HAVE BEEN SHOWN AT LOCATIONS WHERE IT APPEARS SITE RUNOFF WILL POND OR DRAIN TO. o 0 0 0 o Q
O
651 ADDITIONAL OUTLETS SHALL BE PROVIDED AS NEEDED WHERE SITE CONDITIONS DIFFER AND STORMWATER PONDS DURING
/ �� �D ✓ ,rob
300.02 CONSTRUCTION.
EX. GRAVEL DRIVE S. ALL AREAS SHALL BE MULCHED OR OTHERWISE COVERED PER THE STABILIZATION CHART.
EX. ONE
STORY FRAME \ �- �656/ TO REMAIN UNTIL 6. ALL SLOPES GREATER THAN 3:1 SHALL BE COVERED WITH NORTH AMERICAN GREEN (NAG) SC750 OR APPROVED EQUAL. ALL
DWELLING Q _/ NEW ROAD IS OTHER AREAS SHALL BE COVERED/MATTED AS SPECIFIED ON THE PLANS.
BUILT
ro5� 7. CONTRACTOR SHALL MAINTAIN AND REPLENISH THE CONSTRUCTION ENTRANCE AS NEEDED TO MAINTAIN EFFECTIVENESS
AT CLEANING TIRES OF CONSTRUCTION EQUIPMENT PRIOR TO EXITING THE SITE.
'654 J 8. ANY BORROW MATERIAL BROUGHT ONTO THIS SITE MUST BE FROM A LEGALLY OPERATED MINE OR ANOTHER APPROVED C
/130' ` �\ / �� SOURCE. ANY SOIL WASTE THAT LEAVES THIS SITE CAN BE TRANSPORTED TO A PERMITTED MINE OR SEPARATELY PERMITTED F
CONSTRUCTION SITES WITHOUT ADDITIONAL PERMITS UNDER NCGS 74-49(7)(D). DISPOSAL AT ANY OTHER LOCATION W
WOULD HAVE TO BE INCLUDED AS A PERMIT REVISION FOR THIS APPROVAL.
ti
�_j c
_ \ 300.07 U
257�'0 EX. CARPORT
SW z z
00
-653 - SEE C-7.1B FOR DETAILS
\ S\ SEDIMENT BASIN W U W W U
DWD-2 z z z U Q
�0 EX. SHED'
\ \ 652 cn
\ \ DWD-1 / �o PD- / / NC GRID COORDINATES Q Q 4. Q Q Q
\ � � � � � NAD 83(2011) Z Z O Z Z Z w
\ \ CWD- N 811686.93
\ \ 6SO.
_ J �y 1,�� E 1875283.15
\ \ \ o / / / 299.92
NEW PROPERTY LINE \ SRg /
\ sad \ � \ y
\ DS /� \
EXISTING OHiTO BE l l 10 to\�
LINETYPES ZL PRE -DEVELOPMENT. • R7carED y\ / / / co
DA-A = 323,889 SF (7.44 AC) / \ 65��
SS Ex. Sanitary Sewer
Ex. Waterline / _
/ / 1A,
W CID
I y0 ' / c
LOCATION OF I P -1 / \
OHE Ex. Overhead Electric CWD CLEAN WATER DIVERSION BERM/DITCH EXISTING/FILED
UGE Ex. Underground Electric DRAINAGE WAY W
SD Ex. Storm Drain DWD DIRTY WATER DIVERSION BERM/DITCH 65 I / /'/ CW
- X X - Ex. Fence T p TEMPORARY DIVERSION BERM/DITCH I
/ � - ,642
Ex. Tree(ine \ I I I C0
$$ Sanitary Sewer pp PERMANENT DIVERSION BERM/DITCH \ I / -n / / \ DWD-3
W Waterline ra�`� 644 ,�
Diversion / Ditch Table �j \ IC -1 I I I I I / \ to / CE
OHE Overhead Electric Diversion / Drainage Area Drainage Area I Q 5� LAT.• 35.978764
UGE Underground Electric Discharge Area \ I I I � _g42� / / � 64 � � LONG:-79.422843
Ditch (St) (st) \ l I \ \ / 5
SD Storm Drain DWD-1 39,492 0.91 \ \ \ \ \ 643�
TD-1/PD-1 �
X Fence CWD-1 337,130 7.74 \ l \ \ \ 644- 40
/ /� EX. RIGHT-OF-WAY
DWD-2 74,770 0.34 / �� -�-
Treeline TD-2/PD-2 CWD-2 259,850 5.97 \ \\ 647 646- 1 7/���
Baffles TD-3/PD-3 DWD-3 32,352 0.74 \ \ vv SONYA HOLT BATEMAN
64 _ �7775371
Diversion - - - 619, 8 ` �bx Oh / �/ �� ALAMANCE COUNTY
Temporary Slope Drain Diversion / Ditch Schedule 5 \ 650 \ � 1� D.B. 16941240
Q10 V10 Sideslopes Depth Flow Dept Shear Stress '651 SIZE: 32.07AC
SF Silt Fence Name c s s X.1 Slope (%) s Lining \ 1\ 4g �/, �� \ USE. VACANT
/ ��
LD Limit of Disturbance DWD-1/PD-1 10.16 4.48 3 1.85% 1.50 0.87 1.00 NAG-SC150 \ `- \ / O �G
TP Tree Protection DWD-2/PD-2 9.17 4.20 3 1.66% 1.50 0.85 0.88 NAG-SC150
DWD-3/PD-3 5.50 3.93 3 7.96% 1.50 0.68 0.83 NAG-SC150 ✓ �� ��� �� �� O
DWD-4/PD-4 1 2.72 1 3.23 3 1.85% 1.50 0.53 0.61 NAG-SC150 /\ • �/��
CWD-1 1 11.07 3.86 3 7.17% 1.50 0.98 0.77 NAG-SC750
CWD-2 1 8.53 4.23 3 1.77% 1.50 0.82 0.91 NAG-SC150
EX. 24" RCP
ROAD CULVERT.•
INV. IN = 635.42
INV. OUT = 635.13
Know what's below.
Call before you dig.
GRAPHIC SCALE
50 0 25 50 100 200
(IN FEET)
7 inch = 100 ft.
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C3 PROJECT #:
20-085
REVIEW PROJECT #:
SHEET #:
C-1.1