Zoning Review Final Site Plan

SHEET INDEX
SHEET DESCRIPTION
1 TITLE SHEET
1.1 EXHIBITS
2 LAYOUT -OVERALL
3 1 ADJACENT PROPERTY OWNERS
4 1 CONSTRUCTION AREAS
5.0 1 GRADING -ESC PLAN - OVERALL
MCBRIDE PLACE
ENERGY,
SOLAR FARM
A 7409 MW SOLAR FARM
LOCATED ON 627.6+ ACRES IN
CABARRUS COUNTY, NORTH CAROL�NA
Jeri
Reef Gold Wile
Red Bridge Golf Club s
5.1
GRADING -ESC
PLAN -
AREA
1.1
VICINITY MAP
5.2
GRADING -ESC
PLAN -
AREA
1.2
MCBRIDE
SCALE: 1 " = 2000'
DEVELOPER®
PLACE ENERGY, LLC
5.3
GRADING -ESC PLAN - AREA 2.1
5.4
GRADING -ESC PLAN - AREA 2.2
5.5
GRADING -ESC
PLAN -
AREA
3.1
TAL M
5.6
GRADING -ESC
PLAN -
AREA
3.2
2002
L HIGHWAY, 1005
5.7
GRADING -ESC
PLAN -
AREA
3.3
BRISTOL, V 24209
5.8
GRADING -ESC
PLAN -
AREA
4.1
571 e228e5105
5.9
ESC PLAN NARRATIVE
CERTIFICATE OF PLAN .APPROVAL
5.10
ESC PLAN NARRATIVESTATEa
5.11
GRADING DETAILS
The posting of this certificate certifies that an erosion and sedimentation control plan has
been approved for this project by the North Carolina Department of Environmental Quality
6
DRAINAGE AREAS & SOILS
7.0
LANDSCAPING
- OVERALLin
REVISED :
5-10-17
PER
C 0 U N TY©
accordance with North Carolina General Statute 113A - 57 (4) and 113A - 54 (d) (4) and
REVISED:
4-25-17
PER
C 0 U N TY®
North Carolina Administrative Code, Title 15A, Chapter 413.0107 (c). This certificate must
be posted at the primary entrance of the job site before construction begins and until
7.1
LANDSCAPING
- SOUTH
REVISED :
4-19-17
PER
C 0 U N TY®
establishment of permanent groundcover as required by North Carolina Administrative
REVISED:
4-3-17
PER C
0 U N TY &
Code, Title 15A, Chapter 45.0127 (b).
7.2
LANDSCAPING
- MID -SOUTH
REVISED:
3-22-17
PER
COUNTYREVISED:
REVISED:
3-10-17
2-15/2017
PER
-
COUNTY
PER NCDEQ,&
Project Name and Location
�A�"��-- Za\-1-c�jo
7.3
LANDSCAPING - MID -NORTH
REVISED:
ORIGINAL
1/26/2017
P LAN
-
DATE: 1/5/2017
PER NCDEQ &
Date of Plan Approval Regional Engineer
wig ���,� Pkz.
Environmental
7.4
LANDSCAPING NORTH
/a
Quality - - - -
LLC
PROPERTY INFORMATION 8
MCBRIDE PLACE ENERGY, LLC
9375 US HWY. 601
MIDLAND, NC 28107
PINS 5556-24-4136, 5557-23-9335, 5557-30-6731) 5556-46-9765,
5556-48-21 32, 5557-13-4338
NOTE: ACREAGE WITHIN PROJECT IS SHOWN ON SHEET 3,
ZONED: CR & AO
PROPOSED USE: COMMERCIAL SOLAR FARM
627.55± ACRES
(27,338,256 SF)
THIS PROPERTY IS SUBJECT TO A FEMA SPECIAL FLOOD HAZARD ZONE
AS PER THE NCFRIS, PRELIMINARY PANEL 5556, DATED AUGUST 30, 2016
FEMA FLOOD ZONE: ZONE AE - 8.00 ACRES ADJACENT TO BOST CREEK
ZONE X FOR REMAINDER OF SITE
TOTAL PROPOSED DISTURBED AREA = 484.7± ACRES
]�Lj A vc,/ K W E L L
NOUINEERINOU
566 EAST MARKET STREET
HARRISONBURG, VA 22801
PHONE: [phone]
FAX: [phone] NC
LICENSE # P0633
llvrami'd Land Survevi'll
LAND SURVEYORS
14805 E Rocky River Rd,
Davidson, NC 28036
PHONE: [phone]
LJJ
a�
U
Q)
M
U
PROJECT 2377
NUMBER:
11
J

SOLAR
FARM
EXHIBITS
■
a.
•
1 � - !�! - —
.
TIT= i. tT4
-
�
�!� W�I�Jlr•' Tam'•~- ------ -
+'Y
�! i��Tl"•A •.. •�-
1
}
{
t
7
z# -•
ti f t z- 1
r �
PHOTO ILLUSTRATING EXAMPLE OF FIXED SOLAR PANEL ARRAYS
=
- PHOTO ILLUSTRATING TYPICAL TRACKER PANEL-
5��
� �., ra��, , � :�,,� �,�a � �� f�,
�� �'�,�►. '� ���
�� _' -_fir � _ � -� _ � _�_� ,.
r � • 1r t ,� yr
r
•
i
dk
r
+
Amm
PHOTO SHOWING SOAR ARRAY SUPPORTS
i�J
- PRIOR TO MOUNTING PANES
ti
O
R
y
- —
.77
fih
-�� -
- —
- -
PHOTO ILLUSTRATING TYPE OF CHAIN LINK FENCING
J
PROPOSED AROUND PERIMETER
OF ACTIVE AREA OF THE PROJECT SITE
--
i
*essiO
=00 '1%�9 ;
'9
W
- -
-
_
-
.........;,., =
ar. • � t +' � ray, t „ �r%ti;1 � � � y� *
SEAL
044128 -
� ,.1
N
U
PHOTO GENERALLY DEPICTING PROPOSED BREAKER/SUBSTATION
-
�
TO BE LOCATED ON MT. PLEASANT ROAD.,,,
-.
U
PROJECT 2377
NUMBER:

Course
Q
Bearing
-10-17 PER
Distance
L1
N
81'04'43"
E
100.00'
L2
N
88'49'19"
E
100.00'
L3
S
82°04'53"
E
100.00'
L4
S
7538'43"
E
100.00'
L5
S
62°07'43"
E
90.05'
L6
S
59°1517"
E
100.00'
L7
S
58'40'10"
E
100.00'
L8
S
61'53'05"
E
100.00'
L9
S
67°14'14"
E
100.00'
L10
S
69°23'58"
E
100.00'
L11
N
30°20'21"
E
121.15'
L12
N
29°44'46"
E
106.17'
L13
N
31 °03'37"
E
96.64'
L14
N
32°02'14"
E
103.55'
L15
N
3338'47"
E
104.62'
L16
N
3433'44"
E
105.69'
L17
N
31 °59'24"
E
53.38'
L18
N
41 °54'07"
E
89.72'
L19
N
14°27'02"
W
172.46'
L20
S
19°20'44"
E
163.76'
L22
N
68°54'24"
E
64.39'
L23
N
70'10'56"
E
102.39'
L24
N
74'07'13"
E
117.49'
L25
S
08°54'51"
W
109.50'
L26
S
02°25'12"
W
88.04'
L27
S
09°25'48"
E
98.13'
L28
S
1732'47"
W
14.27'
L29
S
1134'16"
W
148.74'
L30
S
04°17'51"
W
136.20'
L31
S
01 °40'36"
W
251.88'
L32
S
01 °11'50"
W
48.65'
L33
N
86'44'00"
W
29.98'
L34
N
87°00'26"
W
269.78'
L35
S
50°07'55"
W
49.93'
L36
S
61 °02'44"
E
71.27'
L37
S
7037'30"
E
43.79'
L38
N
49°27'31"
E
55.24'
L39
N
85°50'40"
E
22.54'
L40
S
71'18'05"
E
21.98'
L41
S
50'12'12"
E
60.08'
L42
S
83°07'01"
E
65.76'
L43
S
75'21'46"
E
38.18'
L44
S
62°1512"
E
88.27'
L45
S
71 °01'24"
E
112.64'
L46
S
61 °53'51 "
E
55.80'
L47
S
67°56'25"
E
60.62'
- - McBride Place Energy LLC - Entrance Locations
Latitude Longitude Address
\ Entrance #1 35.285N 80.508W 9711 US HWY 601 S
Entrance #2 25.297N 80.489W 8910 Mt. Pleasant Rd S
\ \0FFE '°ry^ Entrance #3 35.303N 80.487W 8380 Mt. Pleasant Rd S
\ y0 I �' Entrance #4 35.308N 1 80.491 W 14822 Joyner Rd S
Array 1 A4 Entrance #5 35.309N 1 80.491 W 14825 Joyner Rd S
100' BUFFER /
\ Array 2
N N /
Array 3
/ Array 4 �) /
Array 5 /
0 POWER R/W
/ ti 100' BUFFER
��'.
`2 NTRANCE #5 /
• '`� 0.
130. �S MIIe ROAD
2Z 52 -W
irk
N I Array 6
Array 7 �\a�,�,
-- ',�I
� � / n � ------------------- Array 9 � l
i
Array 8
NW4014-W J/ Array 10 Array 11 Array 12 \
I II Array 13 Array 14 Array 15 Array 16 Array 17 Array 18 Array 19
I I - PHASE II
I I 4307.290 0'
PHASE I -----
N MI
A I Array 20 I I Arra 21 i I Array 22 NTRANCE #3
+t4a
For
Jojen
'
SITE LOCATED IN YADKIN-PEE DEE RIVER BASIN
rr',vf 1 1d5
VICINITY MAP
SCALE: 1" = 2000'
yo 12'-3
�"
I
Array 23 11 I I Array 25 ��
/ cQpP Mow Array 24 jj
________________ h
\ I II ---------------- -- �rV 7'-10„ 9G„QiyO
N
�j Array 27 // 100 BUFFER 2
\ M Array 26 I I w _ -
rrode
.� seas9.39•E -1 - -
S87.22'04'E N 2273.131 T
\ 545.38' _i Helical Anchor
XISTING UNDERGROUND FIBER OPTICS
/ LINE -TO BE FIELD -LOCATED
\ / 100' TRANS. LINE R/W
PER DEED: 6796-133
Array 28 � ,8,5.66• / a
_ N68'59.06v 0 w
1
zo
Array 29
i
F REAKER
INTERMITTENT STREAM--,,/ Array 30 _ STATION & SUB -STATION
(CLASS 2 BUFFER WITH / / _= A_na_y_31=====____
10' NO BUILD SETBACK)
1030•67 NTRANCE #2
Naase'+7w
�- 100' BUFF R
/ / \ Array 32)0 LLI
Q `D
\ z
Q
Array 33 1 <
/ Array 34 \ ��
'i
/ \� `• i� Array 35 Array 36
w
\ V,
/ /i
/ 2> /��30' CLASS 2 STREAM UFFER
\ N l %` 10' CLASS 2 NO -BU D ZONE ADJACENT NEIGHBOR 100'
PERENNIAL &EAM( BOST CREEK /��'%�i =__ __= LANDSCAPING BUFFER \
(LASS 1 BUFFER WITH %�'' EASEMENT
v Array 37 \
i' /
20' NO BUILD SETBACK) / ` ;; L Array 38 �� \
i
/ Array 42 �\ Array 39 FINAL LOCATIONS OF ARRAYS I
MAY DIFFER SLIGHTLY FROM I
'l
THOSE SHOWN DEPENDING I
Array 43 \` ________________
PON FINAL SITE CONDITIONS.
Q
Array 40 �• � 2
\ /
344.44./ Array 44
N83575 / ERENNIAL STREAM
y - Array 41 /
Array 46 (BOST CREEK)
/ -
_ _ (CLASS 1 BUFFER
,�� / Arra 45 / .I � /
,3 5 / � _ y -_-_ -, ` � / � WITH 20' NO BUILD /
-__ �_ ;� SETBACK) /
THIS PROPERTY IS SUBJECT TO A
\` ` FLOOD PLAIN
FEMA SPECIAL FLOOD HAZARD ZONE
Array 47// AS PER THE NCFRIS, PRELIMINARY
PANEL 5556, DATED AUGUST 30, 2016
G\ \� Array 48 Array 49 Array 50
y (fixed) OST CREEK
\ ^ry
\ � \ 479.56' �
�O I N65.18'17w 509.15'
'01'3s -W \
30' BUFFER/NO-BUILD 2JNE N85� �
\ •` AOPO I \\ II � � / � / \/
FENCE CR02SING\9FF STREAM MAY,
Q ALTE"ATIVELY, 'BE RUN ALONG
CHER SIDVOF BOST CREEK. GRAPHIC SCALE
C _ _ �IRTRANCE # \ \ �ig9�x I I / / \ \ \ \ / 500' 0 500' 1000'
\ \ S6744'25'W
PROPOSED 24' GATE u� / 88.00' / \ \\ / / SCALE: 1 "=500'
(TYPICAL -FIVE LOCATIONS) \ `G \ / \ \
Typical fixed -tilt array
West elevation
Typical 1 -axis Tracker Array
South Elevation
e
REBAR 12' D.C. 33•
2' ABOVE FINISHED GRADE BOTH DIRECTIONS �B' CONCRETE
. • • • M
a •
a INVERTER MV •• �
XFMR MV SWITCH
GEAR
,• •METERING AND
COMPACT SUB -GRADE TO CUMMUNICATIONS
95% PROCTOR DENSITY.
INVERTER PAD
-NTS-
LEGEND
CENTER LINE
SITE BOUNDARY
-E/T- ELECTRIC/TELEPHONE
❑E METER/ TRANSFORMER
E GUY WIRE
0 EXISTING UTILITY POLE
llpEi EXISTING LIGHT POLES
j PROPOSED UTILITY POLE
STORM SYSTEM
000000 PROPOSED DITCH
- - - EXISTING PROPERTY LINE
- - - SETBACK LINE
- - EASEMENT LINE
----- DISTURBED AREA
TIME OF CONCENTRATION
gel DIVERSION DIKE
o DITCH LINE
Reed Grid Mine
NOTES:
1. TOPOGRAPHIC AND GEOPHYSICAL DATA, INCLUDING WATERS OF THE US, SHOWN ON
THIS PLAN ARE FROM COUNTY -PROVIDED SHAPE FILES (.SHP)
2. NO IMPACTS TO THE WATERS OF THE US ARE PROPOSED FOR THE DEVELOPMENT
OF THIS PROJECT, THEREFORE A 401/404 IS NOT REQUIRED.
®3. THE PROPOSED PROJECT PROPERTY CONTAINS SPECIAL FLOOD HAZARD AREAS
SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD (I.E„ 100 YR. EVENT)
PER THE NCFRIS, PRELIMINARY PANEL 5556, DATED AUGUST 30, 2016
4. ALL RIGHTS OF WAY ARE PUBLIC, UNLESS OTHERWISE NOTED.
5. UTILITY LINES AND SERVICES SHOWN ARE APPROXIMATE PER AERIAL PHOTOGRAPHY
OR AS PROVIDED BY VARIOUS RESPONSIBLE PARTIES. LOCATION OF UNDERGROUND
UTILITIES, SHOWN AND NOT SHOWN, MUST BE FIELD VERIFIED. CALL NC ONE CALL
CENTER BEFORE DIGGING AT 811.
6. COPIES OF ALL PERMITS AND APPROVED SITE PLANS SHALL BE KEPT ON-SITE IN
A PERMIT BOX THAT IS CONSPICUOUSLY LOCATED AND EASILY ACCESSIBLE DURING
CONSTRUCTION.
7. AN EROSION AND SEDIMENT CONTROL PLAN SHALL BE APPROVED BY NCDEQ PRIOR
TO ISSUING A ZONING PERMIT.
© 8. DRIVEWAY PERMITS SHALL BE APPROVED BY NCDOT PRIOR TO ISSUING A ZONING
PERMIT.
© 9. PROJECT AREA, INCLUDING CONSTRUCTION STAGING AREAS, SHALL BE CLEARED
AND GRUBBED, AS NECESSARY, RETAINING PRE -DEVELOPMENT DRAINAGE PATTERNS
(I.E., NO MASS GRADING). A PORTION OF PROJECT AREAS MAY CONSIST OF TREE
CLEARING AND GRUBBING TO ALLEVIATE SHADING OF THE ARRAY, AS INDICATED ON
THE SITE PLAN. MINOR GRADING ONLY WILL OCCUR AROUND INVERTER AREAS TO
DIVERT SURFACE DRAINAGE. CONSTRUCTION STAGING AND AREAS SUBJECT TO RUTTING
DURING CONSTRUCTION WILL BE TEMPORARILY STABILIZED WITH LOGGING MATS, WHICH
WILL BE REMOVED FOLLOWING CONSTRUCTION.
10. ACCESS AND SERVICE AISLES AND PATHS SHOWN INDICATE CONSTRUCTI N AND
MAINTENANCE ACCESS POINTS FOR INGRESS/EGRESS PRIOR TO CONSTRUCTZ!!. THESE
AISLES ARE CONSTRUCTED AS SHOWN IN THE DETAIL ON SHEET 5.10. LOGGING MATS
MAY BE PLACED IN HIGH TRAFFIC OR POORLY DRAINED AREAS. GRASS SHALL BE
PLANTED FOLLOWING CONSTRUCTION WHEN LOGGING MATS ARE REMOVED.
11. PROPOSED 24' ACCESS GATES (TWO 12' SECTIONS), 6' TALL CHAIN LINK SHALL
BE LOCKED AT EACH ENTRANCE WITH STANDARD KEYED OR COMBINATION LOCKS.
EMERGENCY PERSONNEL, AS DESIGNATED BY CABARRUS COUNTY, WILL BE PROVIDED
WITH KEYS OR COMBINATION FOR ACCESS.
12. NO LIGHTING IS PROPOSED FOR THIS SITE, BUT DEVELOPER RESERVES THE RIGHT
TO INSTALL SECURITY AT ENTRANCES, AS NEEDED. ALL LIGHTING SHALL COMPLY WITH
0 APPENDIX D OF THE CABARRUS COUNTY ORDINANCE
13. ALUMINUM SIGNS ("DANGER -HIGH VOLTAGE" AND "DANGER -NO TRESPASSING"),
EACH MEASURING 14"X10" IN SIZE, SHALL BE PLACED ON PERMANENT 6' CHAIN LINK
SECURITY FENCING, ALTERNATING EVERY 100' AROUND THE PERIMETER OF THE
PROJECT. SEE DETAIL - SHEET 5.11.
14. SYSTEMS, EQUIPMENT, AND STRUCTURES SHALL NOT EXCEED TEN (10) FEET IN
HEIGHT, WHEN GROUND -MOUNTED. EXCLUDED FROM THE HEIGHT REQUIREMENT ARE
0 OVERHEAD ELECTRIC DISTRIBUTION LINES AND UTILITY POLES.
15. SOUND LEVELS GENERATED BY THE SOLAR ARRAYS AS MEASURED AT THE
PROPERTY LINES SHALL NOT EXCEED 35 dBa.
NC D07
SPECIAL
PROVISIONS
1. Notify Marc Morgan, PE at 704-982-01 04 at least 24 hours prior to
construction_
2. Notify owners of conflicting utilities to provide for adjustments prior to
the onset of construction. Any utility that may, upon completion of
the roadway widening, create a safety hazard to the traveling public,
will be relocated at the expense of the developer.
3. A copy of the approved street entrance permit is to be kept on the job
site during working hours.
4. its
hours shall be from 9:00 a.m. to 4:00 p.m. with all lanes open
to traffic by 4:00 p.m.
5_ Complete restoration including fertilizing, seeding and mulching of
all arms disturbed during construction will follow within a maximum
of thirty (30) working days of the initial disturbing activity in
accordance with NCDOT specifications. See attached seeding
schedule.
6. During construction operations, no material is to be left on the
pavement, and at the end of each work day, the roadway is to be
cleaned.
7. Any damages caused to the roadway, bridges, culverts or storm
drains due to the construction of this entrance will be repaired at
the discretion of the engineer in charge.
8. All OSHA rules and regulations shall be adhered to as pertain to this
operation.
9. Contact Division Traffic Engineer at 704-982-0101 at least 48
hours prior to construction if any work is to be done within 500
feet of any traffic signals. Any damage to any signal related
equipment will be repaired by NCDOT at the expense of the permit
applicant.
10. TheDivision Engineer or a representative thereof reserves the right
to stop any work for non-compliance with the terms of this
contract.
11. All roadway signs removed due to this construction are to be re -installed
as soon as possible.
12. During non -working hours, equipment is to be parked off the right-of-
way.
13. responsible for any claims or damages brought by any property
owner.
14. All work shall be constructed in accordance with the attached plans and
`typiccls.'
15. The Department of Transportation reserves the right to require
compensation for any vegetation located within the right of way that
is disturbed or destroyed due to the construction of this entrance.
16. Strict compliance with the "POLICY ON STREET AND DRIVEWAY
ACCESS TO NORTHCAROLINA HIGHWAYS" manual shall be required_
17. Backfill shall achieve 9S% density in accordance with AASHTO T99 as
modified by the NCDOT.
18. Any work requiring equipment or personnel within 5' of the edge of
the travel lane shall require a lane closure with appropriate taper.
19. The developer, ct his expense, shall correct any offsite drainage
problems created or made apparent by the construction of these
improvements.
20. Any future development or change in use from that which is specified
herein will require additional
review and possible driveway modification.
Q
PROPOSED PAD
-10-17 PER
COUN
PROPOSED RACK PATH
COUNTY
4-21-17PER
PROPOSED SERVICE AISLE
- - - -
EXISTING ROAD
4704
Designed by: EHB
O
^-
EXISTING UG FIBER OPTICS LINE
>-
PROPOSED ROAD
PROPOSED FENCE
(D (0 rn
0
CONCRETE PAVING
li T--- O
HEAVY PAVEMENT
Pod Bridge Golf Ciub F
0
LIGHT PAVEMENT
N
W
®
GRAVEL AREA
ARRAY
FIXED SOLAR PANELS
ARRAY
TRACKING SOLAR PANELS
27
DELINEATED WETLANDS
U �_
100 YR FLOODPLAIN
---------
TOP OF STREAM BANK
_ - - - _
PERENNIAL STREAM -50' MINIMUM CLASS 1 BUFFER
- - - - -
NO -BUILD SETBACK -CLASS 1-20'/CLASS 2-10'
J -
-------
INTERMITTENT STREAM -30' CLASS 2 BUFFER
O
- - - - -
PROPOSED BOUNDARY BUFFER
PROPOSED ADJACENT NEIGHBOR BUFFER
TEMPORARY CONTRUCTION STAGING
If N
TEMPORARY CONCRETE WASHOUT
NOTES:
1. TOPOGRAPHIC AND GEOPHYSICAL DATA, INCLUDING WATERS OF THE US, SHOWN ON
THIS PLAN ARE FROM COUNTY -PROVIDED SHAPE FILES (.SHP)
2. NO IMPACTS TO THE WATERS OF THE US ARE PROPOSED FOR THE DEVELOPMENT
OF THIS PROJECT, THEREFORE A 401/404 IS NOT REQUIRED.
®3. THE PROPOSED PROJECT PROPERTY CONTAINS SPECIAL FLOOD HAZARD AREAS
SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD (I.E„ 100 YR. EVENT)
PER THE NCFRIS, PRELIMINARY PANEL 5556, DATED AUGUST 30, 2016
4. ALL RIGHTS OF WAY ARE PUBLIC, UNLESS OTHERWISE NOTED.
5. UTILITY LINES AND SERVICES SHOWN ARE APPROXIMATE PER AERIAL PHOTOGRAPHY
OR AS PROVIDED BY VARIOUS RESPONSIBLE PARTIES. LOCATION OF UNDERGROUND
UTILITIES, SHOWN AND NOT SHOWN, MUST BE FIELD VERIFIED. CALL NC ONE CALL
CENTER BEFORE DIGGING AT 811.
6. COPIES OF ALL PERMITS AND APPROVED SITE PLANS SHALL BE KEPT ON-SITE IN
A PERMIT BOX THAT IS CONSPICUOUSLY LOCATED AND EASILY ACCESSIBLE DURING
CONSTRUCTION.
7. AN EROSION AND SEDIMENT CONTROL PLAN SHALL BE APPROVED BY NCDEQ PRIOR
TO ISSUING A ZONING PERMIT.
© 8. DRIVEWAY PERMITS SHALL BE APPROVED BY NCDOT PRIOR TO ISSUING A ZONING
PERMIT.
© 9. PROJECT AREA, INCLUDING CONSTRUCTION STAGING AREAS, SHALL BE CLEARED
AND GRUBBED, AS NECESSARY, RETAINING PRE -DEVELOPMENT DRAINAGE PATTERNS
(I.E., NO MASS GRADING). A PORTION OF PROJECT AREAS MAY CONSIST OF TREE
CLEARING AND GRUBBING TO ALLEVIATE SHADING OF THE ARRAY, AS INDICATED ON
THE SITE PLAN. MINOR GRADING ONLY WILL OCCUR AROUND INVERTER AREAS TO
DIVERT SURFACE DRAINAGE. CONSTRUCTION STAGING AND AREAS SUBJECT TO RUTTING
DURING CONSTRUCTION WILL BE TEMPORARILY STABILIZED WITH LOGGING MATS, WHICH
WILL BE REMOVED FOLLOWING CONSTRUCTION.
10. ACCESS AND SERVICE AISLES AND PATHS SHOWN INDICATE CONSTRUCTI N AND
MAINTENANCE ACCESS POINTS FOR INGRESS/EGRESS PRIOR TO CONSTRUCTZ!!. THESE
AISLES ARE CONSTRUCTED AS SHOWN IN THE DETAIL ON SHEET 5.10. LOGGING MATS
MAY BE PLACED IN HIGH TRAFFIC OR POORLY DRAINED AREAS. GRASS SHALL BE
PLANTED FOLLOWING CONSTRUCTION WHEN LOGGING MATS ARE REMOVED.
11. PROPOSED 24' ACCESS GATES (TWO 12' SECTIONS), 6' TALL CHAIN LINK SHALL
BE LOCKED AT EACH ENTRANCE WITH STANDARD KEYED OR COMBINATION LOCKS.
EMERGENCY PERSONNEL, AS DESIGNATED BY CABARRUS COUNTY, WILL BE PROVIDED
WITH KEYS OR COMBINATION FOR ACCESS.
12. NO LIGHTING IS PROPOSED FOR THIS SITE, BUT DEVELOPER RESERVES THE RIGHT
TO INSTALL SECURITY AT ENTRANCES, AS NEEDED. ALL LIGHTING SHALL COMPLY WITH
0 APPENDIX D OF THE CABARRUS COUNTY ORDINANCE
13. ALUMINUM SIGNS ("DANGER -HIGH VOLTAGE" AND "DANGER -NO TRESPASSING"),
EACH MEASURING 14"X10" IN SIZE, SHALL BE PLACED ON PERMANENT 6' CHAIN LINK
SECURITY FENCING, ALTERNATING EVERY 100' AROUND THE PERIMETER OF THE
PROJECT. SEE DETAIL - SHEET 5.11.
14. SYSTEMS, EQUIPMENT, AND STRUCTURES SHALL NOT EXCEED TEN (10) FEET IN
HEIGHT, WHEN GROUND -MOUNTED. EXCLUDED FROM THE HEIGHT REQUIREMENT ARE
0 OVERHEAD ELECTRIC DISTRIBUTION LINES AND UTILITY POLES.
15. SOUND LEVELS GENERATED BY THE SOLAR ARRAYS AS MEASURED AT THE
PROPERTY LINES SHALL NOT EXCEED 35 dBa.
NC D07
SPECIAL
PROVISIONS
1. Notify Marc Morgan, PE at 704-982-01 04 at least 24 hours prior to
construction_
2. Notify owners of conflicting utilities to provide for adjustments prior to
the onset of construction. Any utility that may, upon completion of
the roadway widening, create a safety hazard to the traveling public,
will be relocated at the expense of the developer.
3. A copy of the approved street entrance permit is to be kept on the job
site during working hours.
4. its
hours shall be from 9:00 a.m. to 4:00 p.m. with all lanes open
to traffic by 4:00 p.m.
5_ Complete restoration including fertilizing, seeding and mulching of
all arms disturbed during construction will follow within a maximum
of thirty (30) working days of the initial disturbing activity in
accordance with NCDOT specifications. See attached seeding
schedule.
6. During construction operations, no material is to be left on the
pavement, and at the end of each work day, the roadway is to be
cleaned.
7. Any damages caused to the roadway, bridges, culverts or storm
drains due to the construction of this entrance will be repaired at
the discretion of the engineer in charge.
8. All OSHA rules and regulations shall be adhered to as pertain to this
operation.
9. Contact Division Traffic Engineer at 704-982-0101 at least 48
hours prior to construction if any work is to be done within 500
feet of any traffic signals. Any damage to any signal related
equipment will be repaired by NCDOT at the expense of the permit
applicant.
10. TheDivision Engineer or a representative thereof reserves the right
to stop any work for non-compliance with the terms of this
contract.
11. All roadway signs removed due to this construction are to be re -installed
as soon as possible.
12. During non -working hours, equipment is to be parked off the right-of-
way.
13. responsible for any claims or damages brought by any property
owner.
14. All work shall be constructed in accordance with the attached plans and
`typiccls.'
15. The Department of Transportation reserves the right to require
compensation for any vegetation located within the right of way that
is disturbed or destroyed due to the construction of this entrance.
16. Strict compliance with the "POLICY ON STREET AND DRIVEWAY
ACCESS TO NORTHCAROLINA HIGHWAYS" manual shall be required_
17. Backfill shall achieve 9S% density in accordance with AASHTO T99 as
modified by the NCDOT.
18. Any work requiring equipment or personnel within 5' of the edge of
the travel lane shall require a lane closure with appropriate taper.
19. The developer, ct his expense, shall correct any offsite drainage
problems created or made apparent by the construction of these
improvements.
20. Any future development or change in use from that which is specified
herein will require additional
review and possible driveway modification.
� a
00 I E
O 't o
+ Da M v
� N
L NLn
L
+�
a w
i 3
L0
rn o
C,4)
WLLj
0 m
o
Ln •L v O
= w w
z
0
a_
Revision Dates
1-26-17 PER
Date: 5-10-17
-10-17 PER
COUN
4-3-17 PER
COUNTY
4-21-17PER
Scale: AS NOTED
J
Designed by: EHB
O
>-
Drawn by: RIJ
Q
(D (0 rn
Checked by: EHB
li T--- O
� a
00 I E
O 't o
+ Da M v
� N
L NLn
L
+�
a w
i 3
L0
rn o
C,4)
WLLj
0 m
o
Ln •L v O
= w w
z
0
a_
Revision Dates
1-26-17 PER
NCDEQ
-10-17 PER
COUN
4-3-17 PER
COUNTY
4-21-17PER
COUNTY
Drawing No.
2
of 23 Sheets
Job No. 2377
~
J
O
>-
> O
Q
(D (0 rn
li T--- O
LTJ
Z C)
W
N
W
M Q
LL] U >
U �_
Q J
J O
W
I--LWLI c~i)
V)
J -
O
w Nm
ID O
0
If N
L�
m
CL
U
12
Drawing No.
2
of 23 Sheets
Job No. 2377

kB Farms LLC a NC LLC \ \
) BOX 18 \
)RWOOD, NC 28128
iYSICAL ADDRESS: 7700 EDGEFIELD RD \
CONCORD NC 28025
N 14: 55571343380000 \
20PERTY REAL ID: 10-003 -0001.30
-ED BOOK: 7164 PG.: 0001 \
/
/
6�
_/65
I
6 4 E T BOST III
"701 HWY 200
ONCORD, NC 28025
HYSICAL ADDRESS: 8500 MT PLEASANT RD
MIDLAND NC 28107
IN 14: 55572393350000
ROPERTY REAL ID: 10-003 -0013.00
EED BOOK: 6745 PG.: 0281 -
?EA: 6.83 AC PORTION OF 185.73 AC
BOST III \
11 HWY 200
JCORD, NC 28025
'SICAL ADDRESS: 4738 JOYNER ROAD
CONCORD NC 28025
14: 55573067310000 O
)PERTY REAL ID: 10-003 -0001.40 O�
:D BOOK: - PG.: - /
:A: 1.27 AC
(2? 8\
/
/
/
26 27
/
/
/
/ I/
/
/ I
i
1 I
1 I
1 -
1
1 24
/
/
22 2
2C
X19
/18
17
/16
15
1314
� 12�
O � 10
7 9
i d
E T BOST III
4701 HWY 200
CONCORD, NC 28025
PHYSICAL ADDRESS: 8500 MT PLEASANT RD S
MIDLAND NC 28107
PIN 14: 55572393350000
PROPERTY REAL ID: 10-003 -0013.00
DEEDBOOK: 6745 PG.: 0281
AREA: 155.02± OF 558.94 AC
JAB FARMS LLC A NC LLC
PO BOX 18
NORWOOD, NC 28128
PHYSICAL ADDRESS: 8500 MT PLEASANT RD S
MIDLAND NC 28107
PIN 14: 55564821320000
PROPERTY REAL ID: 10-003 -0001.20
DEEDBOOK. 7164 PG.: 0001
AREA: 94.99 AC
JOHN P & ADELAIDE MCNEILL
PO BOX 656 I
NORWOOD, NC 28128
PHYSICAL ADDRESS: 8900 MT PLEA ANT RD
CONCORD NC 8025
PIN 14: 55564697650000
PROPERTY REAL ID: 10-003 -0001.2
DEED BOOK: 7674 PG.: 0122
REA: 21.42 AC
7 40 41 142
0
o
1 T44 / 43 �Ld
ADJACENT NEIGHBOR 1 \
� 37
/V
63
62
G�
\ \ 6 yam\
\ X600
59 52 51 0
O
�R O
C\ 58
57 \ 54
56
l o .
SCALE: 1 "=600'
ADJACENT
5M'S LLC A VA LLC
1583 RIDGEDALE RD
55562505730000
LANDSCAPING BUFFE
EASEMENT \
I
Owner Name and Mailing
Address
ROCKINGHAM, VA 22801
PHYSICAL ADDRESS: 9375 US HWY 601 S
Parcel Number
\
I O
4
Regina Giocondo, wife
MIDLAND NC 28025
PIN 14: 55562315630000
55469235270000
\
\
Luther Thompson Hartsell,
IV and Jane Hartsell
Crawford, brother & sister
(1/2 interest) and Heath H.
Hedgpeth (1/2 interest)
1217 Greenside Dr.
PROPERTY REAL ID: 10-004 -0001.00
55571195160000
10-003 -0012.00
Zoned: CR
I
Property Address
DEEDBOOK: 10231 PG.: 0113
Real ID
1.
Berry Blane Criswell, Jr.
and Carrie Ann Criswell,
wife
9419 Hwy 601
Midland, NC 28107
AREA: 299.24 AC
10-004 -0001.20
Zoned: CR
10-009 -0001.20
9419 Hwy 601
Concord, NC 28025
Midland, NC 28107
Zoned: CR
Concord, NC 28027
Concord, NC 28026
5833 Kristi Ln.
55565622050000
10-003A-0002.00
/V
63
62
G�
\ \ 6 yam\
\ X600
59 52 51 0
O
�R O
C\ 58
57 \ 54
56
l o .
SCALE: 1 "=600'
Address
10. Kristy Bullock and 8739 Hayden Way 55562503110000 10-005A-0089.00
Troy Bullock, husband Concord, NC 28025 Zoned: CR
8739 Hayden Way
Concord, NC 28025
11.
ADJACENT
PROPERTY OWNERS
55562505730000
10-005A-0088.00
40., 41,
Owner Name and Mailing
Address
Property Address
Parcel Number
Real ID
62
Regina Giocondo, wife
Concord, NC 28025
55469235270000
Zoned: CR
28.
Luther Thompson Hartsell,
IV and Jane Hartsell
Crawford, brother & sister
(1/2 interest) and Heath H.
Hedgpeth (1/2 interest)
1217 Greenside Dr.
4700 Joyner Rd.
Concord, NC 28025
55571195160000
10-003 -0012.00
Zoned: CR
Owner Name and Mailing
Address
Property Address
Parcel Number
Real ID
1.
Berry Blane Criswell, Jr.
and Carrie Ann Criswell,
wife
9419 Hwy 601
Midland, NC 28107
55469371270000
10-004 -0001.20
Zoned: CR
10-009 -0001.20
9419 Hwy 601
Concord, NC 28025
Midland, NC 28107
Zoned: CR
Concord, NC 28027
Concord, NC 28026
5833 Kristi Ln.
55565622050000
10-003A-0002.00
Midland, NC 28107
JAB Farms LLC a NC LLC
7700 Edgefield Rd.
55571343380000
10-003 -0001.30
PO Box 18
Concord, NC 28025
M=
Zoned: CR
12.
Kevan G. Lovin and
8717 Hayden Way
55562517050000
30. & 34
E. T. Bost, III
4701 Hwy 200
Concord, NC 28025
Treva J. Lovin, wife
Concord, NC 28025
55573283500000
2.
Kevin D. Pressley and
Stephanie Pressley, wife
9365 Hwy 601
Midland, NC 28107
55560364000000
10-004 -0013.30
Zoned: CR
10-003A-0001.00
9365 Highway 601
8717 Hayden Way
UN
°°
4828, 5299 and 5300
Concord, NC 28025
10-003 -0013.00
Zoned: CR
Midland, NC 28107
Concord, NC 28025
7450 Edgefield Rd.
55574217500000
10-003 -0007.30
Joyner Rd.
Concord, NC 28025
Zoned: AO
Zoned: AO
Concord, NC 28025
Concord, NC 28025
9000 Mt. Pleasant Rd.
Midland, NC 28107 and
55565547180000
3. & 4.
Nollie C. Pressley and
9355 Hwy 601
55560366360000
10-004 -0013.10
10-005A-0088.00
Janna H. Pressley, wife
Midland, NC 28107
Concord, NC 28025
Zoned: CR
31.
Robert E. Lyons
5050 Joyner Rd.
55575034230000
10-003 -0007.10
9355 Hwy 601
Midland, NC 28107
9353 Hwy 601
Midland, NC 28107
55560476130000
10-004 -0013.00
Zoned: CR
5050 Joyner Road
Concord, NC 28025
Concord, NC 28025
Concord, NC 28025
Zoned: CR
Concord, NC 28025
32.
Whispering Pines Holding,
LLC
a North Carolina LLC
5083 Joyner Rd.
Concord, NC 28025
55576248840000
10-003 -0007.00
Zoned: AO
5.
David W. Foster and
Loree T. Foster, wife
8622 Hayden Way
Concord, NC 28025
55561525730000
10-005A-0099.10
Zoned: CR
8622 Hayden Way
5800 Kristi Ln.
Concord, NC 28025
55564598540000
10-003A-0004.00
Zoned: CR
213 Union St. N.
Arthur R. Hoyle, IV and
4504 Chanel Ct.
55562620540000
10-005A-0117.00
Concord, NC 28025
Jennifer P. Hoyle, wife
Concord, NC 28025
Zoned: CR
Concord, NC 28025
6.
James J. Walker
8754 Hayden Way
55561551270000
10-005A-0093.00
33.
Whispering Pines Holding,
7876 Mt. Pleasant Rd.
5557619121000010-003-0008.10
55564358710000
10-004 -0002.00
8754 Hayden Way
Concord, NC 28025
Zoned: CR
LLC
Midland, NC 28107
Pleasant Rd.
Zoned: AO
Zoned: CR
Concord, NC 28025
363 Church St. N.
Charlotte, NC 28227
Midland, NC 28107
15.
Evan Moore and
4512 Chanel Ct.
55562632410000
10-005A-1116.00
Concord, NC 28025
Laura Moore, wife
Concord, NC 28025
7.
Kevin L. Cliff and
8766 Hayden Way
55561550800000
10-005A-0092.00
10-004 -0006.40
Sandra J. Cliff, wife
Concord, NC 28025
Zoned: CR
35. & 36.
Frank E. Williams and
7937 Mt. Pleasant Rd.
55567978110000
10-003 -0001.11
Zoned: CR
8766 Hayden Way
Concord, NC 28025
Concord, NC 28025
Nanette J. Williams, wife
26450 Red Barn Trail
Midland, NC 28107
Zoned: AO
Locust, NC 28097
8055 Mt. Pleasant Rd.
Midland, NC 28107
55568424730000
10-003 -0001.12
Zoned: AO
8.
Erica Massey and
8767 Hayden Way
55561479950000
10-005A-0091.00
10-005A-0115.00
Christopher Massey,
Concord, NC 28025
Concord, NC 28025
Zoned: CR
Zoned: CR
47. & 48
Lana M. Hathcock
9714 Mt. Pleasant Rd.
55563168590000
10-004 -0006.20
husband
8767 Hayden Way
4524 Chanel Ct.
37.
Pharr Capital, LLC
58 Oak Creek Ln.
8399, 8925 & 9001 Mt.
Pleasant Rd.
55567696660000
10-003 -0001.50
Zoned: AO
Zoned: CR
Concord, NC 28025
Concord, NC 28025
Hendersonville, NC 28739
Midland, NC 28107
9.
George R. Jones and
8755 Hayden Way
55561590480000
10-005A-0090.00
38.
Mark A. Stewart, Jr., Truste
8600 Mt. Pleasant Rd.
55564783150000
10-003 -0001.80
10-004 -0006.30
Zoned: CR
Deanna C. Jones, wife
Concord, NC 28025
4544 Chanel Ct.
Zoned: CR
10-005A-0114.00
8600 Mt. Pleasant Rd.
Midland, NC 28107
Concord, NC 28025
Zoned: CR
Zoned: CR
8755 Hayden Way
Midland, NC 28107
Henderson, wife
Concord, NC 28025
Alexander Development
9901 Hwy 601
55562132590000
10-004 -0008.00
4778 Rocky River Rd.
4558 Chanel Ct.
55562658440000
10-005A-0113.00
Corp., a NC corp.
Midland, NC 28025
Zoned: CR
Owner Name and Mailing
Address
Property Address
Parcel Number
Real ID
Zoned: CR
Owner Name and Mailing
Property Address
Parcel Number
Real ID
Address
10. Kristy Bullock and 8739 Hayden Way 55562503110000 10-005A-0089.00
Troy Bullock, husband Concord, NC 28025 Zoned: CR
8739 Hayden Way
Concord, NC 28025
11.
Mark Adam Glocondo and
8725 Hayden Way
55562505730000
10-005A-0088.00
40., 41,
Gary W. Laton, LLC
bbl I Knstl Ln.
bbbb4bt2b4000U
IU-UU3A-UUU3.UU
62
Regina Giocondo, wife
Concord, NC 28025
55469235270000
Zoned: CR
42, 43 &
a NC LLC
Concord, NC 28025
Zoned: CR
Drawn by: RIJ
8725 Hayden Way
O/
O
44
P.O. Box 1129
9450 Hwy 601
55469229160000
10-009 -0001.20
Concord, NC 28025
Midland, NC 28107
Zoned: CR
Concord, NC 28026
5833 Kristi Ln.
55565622050000
10-003A-0002.00
64.
JAB Farms LLC a NC LLC
7700 Edgefield Rd.
55571343380000
10-003 -0001.30
PO Box 18
Concord, NC 28025
M=
Zoned: CR
12.
Kevan G. Lovin and
8717 Hayden Way
55562517050000
10-005A-0087.00
65.
Treva J. Lovin, wife
Concord, NC 28025
55573283500000
Zoned: CR
J
W N m
Cindy L Riley, wife
5855 Kristi Ln.
55565651940000
10-003A-0001.00
8717 Hayden Way
UN
°°
Concord, NC 28025
Concord, NC 28025
Zoned: CR
66.
Concord, NC 28025
7450 Edgefield Rd.
55574217500000
10-003 -0007.30
7450 Edgefield Rd.
Concord, NC 28025
Q
Zoned: AO
Concord, NC 28025
9000 Mt. Pleasant Rd.
Midland, NC 28107 and
55565547180000
10-003A-0005.00
Zoned: CR
13.
James G. Jolly and
8705 Hayden Way
55562509150000
10-005A-0088.00
Sally E. Jolly, wife
Concord, NC 28025
Zoned: CR
5822 Kristi Ln.
8705 Hayden Way
Concord, NC 28025
Concord, NC 28025
5800 Kristi Ln.
Concord, NC 28025
55564598540000
10-003A-0004.00
Zoned: CR
14.
Arthur R. Hoyle, IV and
4504 Chanel Ct.
55562620540000
10-005A-0117.00
Jennifer P. Hoyle, wife
Concord, NC 28025
Zoned: CR
4504 Chanel Ct.
45.
Nancy A. Kucera
9220 & 9225 Mt.
55564358710000
10-004 -0002.00
Concord, NC 28025
6308 Gold Wagon Lane
Pleasant Rd.
Zoned: CR
Charlotte, NC 28227
Midland, NC 28107
15.
Evan Moore and
4512 Chanel Ct.
55562632410000
10-005A-1116.00
Laura Moore, wife
Concord, NC 28025
Zoned: CR
46.
Kristopher L. Finsel and
9700 Mt. Pleasant Rd.
55563290630000
10-004 -0006.40
4512 Chanel Ct.
Joli A. Finsel, wife
Midland, NC 28107
Zoned: CR
Concord, NC 28025
9700 Mt. Pleasant Rd.
Midland, NC 28107
16.
Darrell J. Eggers and
4524 Chanel Ct.
55562644240000
10-005A-0115.00
Stacey Eggers, wife
Concord, NC 28025
Zoned: CR
47. & 48
Lana M. Hathcock
9714 Mt. Pleasant Rd.
55563168590000
10-004 -0006.20
4524 Chanel Ct.
4135 Brownwood Lane
Midland, NC 28107
Zoned: CR
Concord, NC 28025
Concord, NC 28027
9730 Mt. Pleasant Rd.
Midland, NC 28107
55563156760000
10-004 -0006.30
Zoned: CR
17. & 18.
Kenney Everett Henderson
4544 Chanel Ct.
55562646960000
10-005A-0114.00
and Constance Shiflett
Concord, NC 28025
Zoned: CR
Henderson, wife
49.
Alexander Development
9901 Hwy 601
55562132590000
10-004 -0008.00
4778 Rocky River Rd.
4558 Chanel Ct.
55562658440000
10-005A-0113.00
Corp., a NC corp.
Midland, NC 28025
Zoned: CR
Concord, NC 28027
Concord, NC 28025
Zoned: CR
7755 Hilliard Ln.
Concord, NC 28025
Owner Name and Mailing
Property Address
Parcel Number
Real ID
Address
50.
David E. Wheeler and
Sarah Wheeler
9889 Hwy 601
Midland, NC 28025
55562240890000
10-004 -0011.70
Zoned: CR
19.
Timothy E. Cook and
4570 Chanel Ct.
55562760040000
10-005A-0112.00
Amy F. Cook, wife
Concord, NC 28025
Zoned: CR
8501 Rock Hole Rd.
4570 Chanel Ct.
Stanfield, NC 28163
Concord, NC 28025
Owner Name and Mailing
Address
Property Address
Parcel Number
Real ID
20.
Rodney Gaston and
4586 Chanel Ct.
55562762730000
10-005A-0110.00
Mary Ann Gaston, wife
Concord, NC 28025
Zoned: CR
51. & 54
Alfred Odell Morgan, Jr.
Hwy 601 (vacant land)
55562220880000
10-004 -0011.40
4586 Chanel Ct.
9801 Hwy 601
Zoned: AG
Concord, NC 28025
Midland, NC 28107
9801 Hwy 601
55561115690000
10-004 -0011.10
Midland, NC 28107
Zoned: AG
21.
George G. Tyler and
4598 Chanel Ct.
55562774060000
10-005A-0109.00
Glenda Tyler, wife
Concord, NC 28025
Zoned: CR
52. & 53
Kevin G. Little and
Hwy 601 (vacant land)
55561169920000
10-004 -0011.60
4598 Chanel Ct.
Lori N. Little, wife
Zoned: AG
Concord, NC 28025
9825 Hwy 601
9881 Hwy 601
55561240090000
10-004 -0011.20
Midland, NC 28107
Midland, NC 28107
Zoned: AG
22.
George Lee McManus and
4599 Chanel Ct.
55562754190000
10 -005A -0108.06 --
Barbara Burris McManus,
Concord, NC 28025
Zoned: CR
55.
Sara Scott
9775 Hwy 601
55560173670000
10-004 -0012.00
wife
9775 Hwy 601
Midland, NC 28107
Zoned: AG
4599 Chanel Ct.
Midland, NC 28107
Concord, NC 28025
56.
Zaris, Inc.
9690 Hwy 601
9690 Hwy 601
Midland, NC 28107
55560131690000
10-009 -0004.80
Zoned: LC
23.
Bobby Alan Widenhouse
4200 Nesbitt Dr.
55561774810000
10-005 -0003.20
and Nyra Widenhouse, wife
Concord, NC 28025
Zoned: CR
Midland, NC 28107
4200 Nesbitt Rd.
Concord, NC 28025
57.
James H. Altman and
Corner of Hwy 601 and
55469174100000
10-009 -0004.00
Brenda L. Altman, wife
6423 E. Mercer Way
Cal Bost Road
Zoned: CR
24.
John A. Beatty, Jr. and
4179 Nesbitt Dr.
55561833940000
10-005 -0003.00
Carol Lynn Beatty, wife
Concord, NC 28025
Zoned: CR
Mercer Island, WA 98040
3220 Winding Trail
Matthews, NC 28105
58.
Union Lodge 618 AF & AM
9650 Hwy 601
55469188100000
10-009 -0004.50
Trustee
P.O. Box 497
Midland, NC 28107
Zoned: CR
25.
Richard N. Deas, Sr. and
4380 Joyner Rd.
55561990410000
10-005 -0003.30
June Beatty Deas, wife
Concord, NC 28025
Zoned: CR
Midland, NC 28107
4380 Joyner Road
Concord, NC 28025
59.
John L. Kane
9580 Hwy 601,
55469270590000
10-009 -0004.60
9700 Hwy 601
Midland, NC 28107
Midland, NC 28107 and
3965 Cal Bost Rd.,
Zoned: CR
26.
Al Properties, LLC
4600 Joyner Rd.
55560961330000
10-005 -0002.00
a North Carolina LLC
Concord, NC 28025
Zoned: CR
Midland, NC 28107
P.O. Box 215
Midland, NC 28107
60.
Mark A. Hatcher and
9540 Hwy 601
55469252830000
10-009 -0004.20
Pamela T. Hatcher, wife
890 Rock Rd.
Midland, NC 28107
Zoned: CR
27.
A. J. Vanderburg and
4500 Joyner Rd.
55563917510000110-005
-0003.10
Mary H. Vanderburg, wife
Concord, NC 28025
Zoned: CR
Rutherfordton, NC 28139
4506 Wild Oak Lane
Greensboro, NC 27406
61.
William B. King
9500 Hwy 601
55469254310000
10-009 09993.10
� 1�1
0
I E
O 't o
Q)00
Lo
M v
� V) "
a w
> L0 a�
rn o
(� C) I m
LL, MLd
0 . M
�-.
Ln •L v O
= w w
Z
0
2
O_
Revision Dates
9500 Hwy 601
Midland, NC 28107
Zoned: CR
3
of 23 Sheets
Midland, NC 28107
I
Scale: AS NOTED
62
Louis J. Tucker Life Estate
9470 Hwy 601
55469235270000
10-009 -0003.00
Z
9470 Hwy 601
Midland, NC 28107
Zoned: CR
Drawn by: RIJ
Midland, NC 28107
O/
O
63.
Rebecca Lynn Barnhardt
9450 Hwy 601
55469229160000
10-009 -0001.20
9450 Hwy 601
Midland, NC 28107
Zoned: CR
Midland, NC 28107
Ld
64.
JAB Farms LLC a NC LLC
7700 Edgefield Rd.
55571343380000
10-003 -0001.30
PO Box 18
Concord, NC 28025
M=
Zoned: AO
Norwood, NC 28128
_
Q
65.
David B Riley and
7491 Edgefield Rd.
55573283500000
10-003 -0013.30
J
W N m
Cindy L Riley, wife
Concord, NC 28025
W
Zoned: AO
7491 Edgefield Rd.
UN
°°
Concord, NC 28025
U
66.
Cliff W Honeycutt
7450 Edgefield Rd.
55574217500000
10-003 -0007.30
7450 Edgefield Rd.
Concord, NC 28025
Q
Zoned: AO
Concord, NC 28025
� 1�1
0
I E
O 't o
Q)00
Lo
M v
� V) "
a w
> L0 a�
rn o
(� C) I m
LL, MLd
0 . M
�-.
Ln •L v O
= w w
Z
0
2
O_
Revision Dates
Date: 5-10-17
0
3
of 23 Sheets
I
Scale: AS NOTED
�..1..�
U
Designed by: EHB
Z
Drawn by: RIJ
O/
O
Checked by: EHB
r�
v (.0 0-)
� 1�1
0
I E
O 't o
Q)00
Lo
M v
� V) "
a w
> L0 a�
rn o
(� C) I m
LL, MLd
0 . M
�-.
Ln •L v O
= w w
Z
0
2
O_
Revision Dates
Job No. 2377
Drawing No.
0
3
of 23 Sheets
I
�..1..�
U
Z
Ln
O/
O
r�
v (.0 0-)
O
W N
Z oQ
Ld
N
W
CL
m� a
W U0 >
M=
of
_
Q
C
< LLI
W O
(/7
~
J
W N m
W
O
UN
°°
a
U
�
C
Q
Job No. 2377
Drawing No.
3
of 23 Sheets
Job No. 2377

/
Array 13 Array 14
/
/ I
I I
1
I I
I I
Array 1
Array 2 \
CONSTRUCTION AREA #4
Array 4
0 Array 5
Z —
Array 6
Array 7
Array 8
Array 10
Array 9
/
Array 11 71 Array 12 /
Array 15 Array 16 Array 17
CONSTRUCTION AREA #3
I Array 20 Array 21
I
I Array 23 Array 24
IF
Array 26
\ I \
/ \
I
I _
I
I Array 42
I /
Array 43
Array 28
Array 29 l
Array 31 Q
2
F
Array 32
ONSTRUCTION AREA #1
Array 33
Array 34 1**41"
Array 37
/ — — Array 44
/
2 Array 46
Array 45
Array 48
i
l
CONSTRUCTION AREA #2
L
Array 49 Array 50
(fixed)
Array 35 L Array 36
::IE
�Array 38
Array 39
Array 40
CArray 41
Array 30
Array 22
Array 25
Array 27
CREEK
ENT NEIGHBOR 100'
CAPING BUFFER
I ENT
Array 19 /
CONSTRUCTION AREA
1230
EXISTING CONTOURS
1230
PROPOSED CONTOURS
+ 28.5 PV
PROPOSED SPOT ELEVATION
Scale: AS NOTED
DRAINAGE FLOW
cE
CONSTRUCTION ENTRANCE
cRs
CONSTRUCTION ROAD STABILIZATION
sF
SILT FENCE
iP
INLET PROTECTION
ciP
CULVERT INLET PROTECTION
/
TEMPORARY DIVERSION DIKE
FD
TEMPORARY FILL DIVERSION
RwD
RIGHT OF WAY DIVERSION
sT
SEDIMENT TRAP
oP
OUTLET PROTECTION
/
i
To
TOPSOILING
Ts
TEMPORARY SEEDING
Ps
PERMANENT SEEDING
so
SODDING
/
MULCHING
DISTURBED AREA
Q
CONSTRUCTION AREA
CENTER LINE
< J
V)
J
SITE BOUNDARY
/
ELECTRIC/TELEPHONE
❑E
METER/ TRANSFORMER
C
GUY WIRE
0
EXISTING UTILITY POLE
�t
EXISTING LIGHT POLES
/
PROPOSED UTILITY POLE
STORM SYSTEM
000000
PROPOSED DITCH
— —
EXISTING PROPERTY LINE
— — —
SETBACK LINE
/
EASEMENT LINE
---------
DISTURBED AREA
—► ...—►
TIME OF CONCENTRATION
DIVERSION DIKE
DITCH LINE
/
PROPOSED PAD
PROPOSED RACK PATH
PROPOSED SERVICE AISLE
---------
EXISTING ROAD
��—
EXISTING UG FIBER OPTICS LINE
/
PROPOSED ROAD
PROPOSED FENCE
Q
CONCRETE PAVING
HEAVY PAVEMENT
D
LIGHT PAVEMENT
/
GRAVEL AREA
ARRAY
FIXED SOLAR PANELS
ARRAY
TRACKING SOLAR PANELS
DELINEATED WETLANDS
100 YR FLOODPLAIN
/
---------
TOP OF STREAM BANK
— — — — —
PERENNIAL STREAM -50' MINIMUM CLASS 1 BUFFER
— — — — —
NO—BUILD SETBACK—CLASS 1-20'/CLASS 2-10'
---------
INTERMITTENT STREAM -30' CLASS 2 BUFFER
— — — — —
PROPOSED BOUNDARY BUFFER
/
Array 13 Array 14
/
/ I
I I
1
I I
I I
Array 1
Array 2 \
CONSTRUCTION AREA #4
Array 4
0 Array 5
Z —
Array 6
Array 7
Array 8
Array 10
Array 9
/
Array 11 71 Array 12 /
Array 15 Array 16 Array 17
CONSTRUCTION AREA #3
I Array 20 Array 21
I
I Array 23 Array 24
IF
Array 26
\ I \
/ \
I
I _
I
I Array 42
I /
Array 43
Array 28
Array 29 l
Array 31 Q
2
F
Array 32
ONSTRUCTION AREA #1
Array 33
Array 34 1**41"
Array 37
/ — — Array 44
/
2 Array 46
Array 45
Array 48
i
l
CONSTRUCTION AREA #2
L
Array 49 Array 50
(fixed)
Array 35 L Array 36
::IE
�Array 38
Array 39
Array 40
CArray 41
Array 30
Array 22
Array 25
Array 27
CREEK
ENT NEIGHBOR 100'
CAPING BUFFER
I ENT
Array 19 /
GRAPHIC SCALE
500' 0 500' 1000'
SCALE: 1 "=500'
CONSTRUCTION NOTES 0 0
1.Obtain site plan approval and other applicable permits.
2.Hold a pre—construction conference at least one week prior to any construction
activity.
3.Construction Area #1
a. Flag the work limits, including the perimeter buffer area and no—build area along
Bost Creek for protection of trees and creek.
b. All perimeter Erosion/Sediment Control measures in all areas, such as sediment
fencing, diversions, and sediment basins shall be installed before any clearing,
grubbing, or topsoil stripping takes place. Temporary diversion ditches designed
to direct clean water entering the site to an area off—site must be stabilized
immediately after installation with vegetation and matting. Due to the nature of
this project and the required number and size of temporary sediment basins
and associated control measures, it is necessary to install erosion control
measures within the prescribed perimeter Buffer Area and in areas where Solar
Arrays will ultimately be installed. Once the need for the temporary measures
ceases, the Buffer Area shall be re—established and the grade beneath Solar
Arrays created and stabilized.
c. Obtain permission from County/DEQ ESC Inspector to proceed.
d. Install temporary gravel Construction Entrance/Exit.
e. Complete site clearing and grubbing.
f. Construct Construction Staging Area and Concrete Washout Area as shown on
Sheet 5.10, details "Service Aisle, Rack Path & and Construction Staging Area
Soil Section" and Concrete Washout.
g. Grade Construction Area #1 portion of the site as shown on the Site Plan, Sheets
5.0, 5.1 , & 5.2. Bare areas should be vegetated or mulched, if grading ceases
for more than two weeks.
h. Construct Service Roads and Service Paths as shown on
Sheet 5.0, 5.1 & 5.2 and Sheet 5.10, detail "Service Aisle, Rack Path & and
Construction Staging Area Soil Section."
i. Install solar array inverter pads per solar manufacturer's directions at locations
shown on Sheets 5.1 & 5.2.
j. Install solar array anchors/support beams per manufacturer's instructions in areas
not impacted by sediment basins. Anchors and beams for solar arrays located
within temporary sediment basins shall be installed after removal of temporary
erosion control measures and full site stabilization. Installation of anchors and
beams causes no risk of soil erosion or creation of sediment.
k. Install cabling from array pads to a location, to be determined, near the Union
Power pad.
I. Inspect all erosion and sediment controls weekly and after all rainfall events.
Needed repairs are to be completed immediately.
m.After obtaining approval from the County/DEQ ESC Inspector, remove temporary
sediment control measures, and stabilize the entire Construction Area #1.
n.lnstall remaining solar array anchors/support beams in areas previously occupied
by temporary sediment control measures.
o. Establish permanent vegetation.
p. Install solar arrays onto supports and test.
q. Estimated time before final stabilization — 7 months
4.Construction Areas #2 — #4
Repeat steps 3.a. — 3.q. for Areas #2 — #4.
5.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 or generated by any activities on site must be disposed of at a
facility regulated by the Division of Solid Waste Management or per Division of Solid
Waste Management or Division of Water Resources rules and regulations. [15a NCAC
4b .01 10]
6.Pursuant to the NPDES permit that went into effect August 3, 201 1 , ground
stabilization must occur within 7 days on perimeter areas and slopes greater than
3:1, and ground stabilization must occur within 14 days on other areas. These
requirements supersede any less stringent stabilization requirement on the plans and
apply for any section of the project for any period of inactivity or project
completion. [G.S. 143-215.1]
7.Construction Entrances must contain at least 2-3 inch stone and be maintained in
a condition that will prevent tracking or direct flow of mud onto streets. Periodic top
dressing with stone will be necessary. Install water bars, ditch diversions or other
suitable measures so that stormwater does not leave the limits of disturbance through
the construction entrances, as needed. [G.S. 113a-57(3), 15a NCAC 4b .0105]
Maintenance
In general, all erosion and sediment control measures shall be checked daily and
after each significant rainfall. The following items shall be checked, in particular:
1 . The seeded area shall be checked regularly to ensure that a good stand is
maintained. Areas shall be fertilized and re—seeded as needed.
2.The gravel Construction Entrances shall be maintained in a condition which will
prevent tracking or flow of mud onto public rights—of—way. Periodic top dressing
with additional stone or the washing and reworking of existing stone shall be required
when the stone is covered or has been pushed into the soil and shall be returned to
its original minimum depth of 6".
3.The Silt Fence barrier, if used, shall be checked regularly (no less than weekly) for
undermining or deterioration of the fabric. Sediment shall be removed when the level
of sediment deposition becomes 6" deep at the fence.
4.Self —Inspection requirements:
As a minimum, the inspections shall be performed after each of the following
phases of a plan:
1.Installation of perimeter erosion and sediment control measures.
LEGEND
CONSTRUCTION AREA
1230
EXISTING CONTOURS
1230
PROPOSED CONTOURS
+ 28.5 PV
PROPOSED SPOT ELEVATION
Scale: AS NOTED
DRAINAGE FLOW
cE
CONSTRUCTION ENTRANCE
cRs
CONSTRUCTION ROAD STABILIZATION
sF
SILT FENCE
iP
INLET PROTECTION
ciP
CULVERT INLET PROTECTION
DD
TEMPORARY DIVERSION DIKE
FD
TEMPORARY FILL DIVERSION
RwD
RIGHT OF WAY DIVERSION
sT
SEDIMENT TRAP
oP
OUTLET PROTECTION
cD
i
To
TOPSOILING
Ts
GRAPHIC SCALE
500' 0 500' 1000'
SCALE: 1 "=500'
CONSTRUCTION NOTES 0 0
1.Obtain site plan approval and other applicable permits.
2.Hold a pre—construction conference at least one week prior to any construction
activity.
3.Construction Area #1
a. Flag the work limits, including the perimeter buffer area and no—build area along
Bost Creek for protection of trees and creek.
b. All perimeter Erosion/Sediment Control measures in all areas, such as sediment
fencing, diversions, and sediment basins shall be installed before any clearing,
grubbing, or topsoil stripping takes place. Temporary diversion ditches designed
to direct clean water entering the site to an area off—site must be stabilized
immediately after installation with vegetation and matting. Due to the nature of
this project and the required number and size of temporary sediment basins
and associated control measures, it is necessary to install erosion control
measures within the prescribed perimeter Buffer Area and in areas where Solar
Arrays will ultimately be installed. Once the need for the temporary measures
ceases, the Buffer Area shall be re—established and the grade beneath Solar
Arrays created and stabilized.
c. Obtain permission from County/DEQ ESC Inspector to proceed.
d. Install temporary gravel Construction Entrance/Exit.
e. Complete site clearing and grubbing.
f. Construct Construction Staging Area and Concrete Washout Area as shown on
Sheet 5.10, details "Service Aisle, Rack Path & and Construction Staging Area
Soil Section" and Concrete Washout.
g. Grade Construction Area #1 portion of the site as shown on the Site Plan, Sheets
5.0, 5.1 , & 5.2. Bare areas should be vegetated or mulched, if grading ceases
for more than two weeks.
h. Construct Service Roads and Service Paths as shown on
Sheet 5.0, 5.1 & 5.2 and Sheet 5.10, detail "Service Aisle, Rack Path & and
Construction Staging Area Soil Section."
i. Install solar array inverter pads per solar manufacturer's directions at locations
shown on Sheets 5.1 & 5.2.
j. Install solar array anchors/support beams per manufacturer's instructions in areas
not impacted by sediment basins. Anchors and beams for solar arrays located
within temporary sediment basins shall be installed after removal of temporary
erosion control measures and full site stabilization. Installation of anchors and
beams causes no risk of soil erosion or creation of sediment.
k. Install cabling from array pads to a location, to be determined, near the Union
Power pad.
I. Inspect all erosion and sediment controls weekly and after all rainfall events.
Needed repairs are to be completed immediately.
m.After obtaining approval from the County/DEQ ESC Inspector, remove temporary
sediment control measures, and stabilize the entire Construction Area #1.
n.lnstall remaining solar array anchors/support beams in areas previously occupied
by temporary sediment control measures.
o. Establish permanent vegetation.
p. Install solar arrays onto supports and test.
q. Estimated time before final stabilization — 7 months
4.Construction Areas #2 — #4
Repeat steps 3.a. — 3.q. for Areas #2 — #4.
5.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 or generated by any activities on site must be disposed of at a
facility regulated by the Division of Solid Waste Management or per Division of Solid
Waste Management or Division of Water Resources rules and regulations. [15a NCAC
4b .01 10]
6.Pursuant to the NPDES permit that went into effect August 3, 201 1 , ground
stabilization must occur within 7 days on perimeter areas and slopes greater than
3:1, and ground stabilization must occur within 14 days on other areas. These
requirements supersede any less stringent stabilization requirement on the plans and
apply for any section of the project for any period of inactivity or project
completion. [G.S. 143-215.1]
7.Construction Entrances must contain at least 2-3 inch stone and be maintained in
a condition that will prevent tracking or direct flow of mud onto streets. Periodic top
dressing with stone will be necessary. Install water bars, ditch diversions or other
suitable measures so that stormwater does not leave the limits of disturbance through
the construction entrances, as needed. [G.S. 113a-57(3), 15a NCAC 4b .0105]
Maintenance
In general, all erosion and sediment control measures shall be checked daily and
after each significant rainfall. The following items shall be checked, in particular:
1 . The seeded area shall be checked regularly to ensure that a good stand is
maintained. Areas shall be fertilized and re—seeded as needed.
2.The gravel Construction Entrances shall be maintained in a condition which will
prevent tracking or flow of mud onto public rights—of—way. Periodic top dressing
with additional stone or the washing and reworking of existing stone shall be required
when the stone is covered or has been pushed into the soil and shall be returned to
its original minimum depth of 6".
3.The Silt Fence barrier, if used, shall be checked regularly (no less than weekly) for
undermining or deterioration of the fabric. Sediment shall be removed when the level
of sediment deposition becomes 6" deep at the fence.
4.Self —Inspection requirements:
As a minimum, the inspections shall be performed after each of the following
phases of a plan:
1.Installation of perimeter erosion and sediment control measures.
LEGEND
� a
0
"0
0 4 o
+ Co M v
4-1 Ln
L N � •L
aw
i L 3
rn o
n i m
W M
0 CO
Ln L Ln
v O
= w w
Z
0
a_
Ovo�P�, 00
Q Q z: m
= V 41) Ld _
:w cn 1�r 0: 2
Revision Dates
1-26-17 PER NCDEQ
2-15-17 PER NCDEQ
CONSTRUCTION AREA
1230
EXISTING CONTOURS
1230
PROPOSED CONTOURS
+ 28.5 PV
PROPOSED SPOT ELEVATION
Scale: AS NOTED
DRAINAGE FLOW
cE
CONSTRUCTION ENTRANCE
cRs
CONSTRUCTION ROAD STABILIZATION
sF
SILT FENCE
iP
INLET PROTECTION
ciP
CULVERT INLET PROTECTION
DD
TEMPORARY DIVERSION DIKE
FD
TEMPORARY FILL DIVERSION
RwD
RIGHT OF WAY DIVERSION
sT
SEDIMENT TRAP
oP
OUTLET PROTECTION
cD
ROCK CHECK DAMS
To
TOPSOILING
Ts
TEMPORARY SEEDING
Ps
PERMANENT SEEDING
so
SODDING
Mu
MULCHING
DISTURBED AREA
Q
CONSTRUCTION AREA
CENTER LINE
< J
V)
J
SITE BOUNDARY
—E/T—
ELECTRIC/TELEPHONE
❑E
METER/ TRANSFORMER
C
GUY WIRE
0
EXISTING UTILITY POLE
�t
EXISTING LIGHT POLES
3:�
PROPOSED UTILITY POLE
STORM SYSTEM
000000
PROPOSED DITCH
— —
EXISTING PROPERTY LINE
— — —
SETBACK LINE
—
EASEMENT LINE
---------
DISTURBED AREA
—► ...—►
TIME OF CONCENTRATION
DIVERSION DIKE
DITCH LINE
PROPOSED PAD
PROPOSED RACK PATH
PROPOSED SERVICE AISLE
---------
EXISTING ROAD
��—
EXISTING UG FIBER OPTICS LINE
PROPOSED ROAD
PROPOSED FENCE
Q
CONCRETE PAVING
HEAVY PAVEMENT
D
LIGHT PAVEMENT
®
GRAVEL AREA
ARRAY
FIXED SOLAR PANELS
ARRAY
TRACKING SOLAR PANELS
DELINEATED WETLANDS
100 YR FLOODPLAIN
---------
TOP OF STREAM BANK
— — — — —
PERENNIAL STREAM -50' MINIMUM CLASS 1 BUFFER
— — — — —
NO—BUILD SETBACK—CLASS 1-20'/CLASS 2-10'
---------
INTERMITTENT STREAM -30' CLASS 2 BUFFER
— — — — —
PROPOSED BOUNDARY BUFFER
=
PROPOSED ADJACENT NEIGHBOR BUFFER
TEMPORARY CONSTRUCTION STAGING
TEMPORARY CONCRETE WASHOUT
SEDIMENT BASIN BAFFLE
� a
0
"0
0 4 o
+ Co M v
4-1 Ln
L N � •L
aw
i L 3
rn o
n i m
W M
0 CO
Ln L Ln
v O
= w w
Z
0
a_
Ovo�P�, 00
Q Q z: m
= V 41) Ld _
:w cn 1�r 0: 2
Revision Dates
1-26-17 PER NCDEQ
2-15-17 PER NCDEQ
Date: 5-10-17
J
Scale: AS NOTED
N
�LoQ
Designed by: EHB
LTJ
Drawn by: RIJ
C� co rn
Checked by: EHB
� a
0
"0
0 4 o
+ Co M v
4-1 Ln
L N � •L
aw
i L 3
rn o
n i m
W M
0 CO
Ln L Ln
v O
= w w
Z
0
a_
Ovo�P�, 00
Q Q z: m
= V 41) Ld _
:w cn 1�r 0: 2
Revision Dates
1-26-17 PER NCDEQ
2-15-17 PER NCDEQ
Job No. 2377
Drawing No.
J
N
�LoQ
LTJ
o
C� co rn
W
ZoQ
Z
O
N
W
m� Q
W U0 >
U
Q
D
< J
V)
J
H
a✓
W N m
Z
o O
O
O
U
U
Job No. 2377
Drawing No.
of 23 Sheets
Job No. 2377

EROSION CONTROL MINIMUM STANDARDS A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE LEGEND
\ ' SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR
\ 1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM.
FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR CONSTRUCTION AREA
\ / - DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF
\ , PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN 1230 EXISTING CONTOURS
THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED.
EROSION/SEDIMENT C 0 N T R 0 L \ .100' FFE SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL 1230 PROPOSED CONTOURS
Q1 REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE + 28.5 PV PROPOSED SPOT ELEVATION
PAGE LOCATION KEY ESC-X.X \ BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE FOLLOWING MANNER:
\ 100' BUFFER S B 1 YEAR. DRAINAGE FLOW
\ TS ® ® (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE cE CONSTRUCTION ENTRANCE
\ MU PS S SB 2 AREAS U SHALL BESSTABILIZED OOR PROTECTED WITH
SEDIMENT MEASURES. AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE cRs CONSTRUCTION ROAD STABILIZATION
\ \ / THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE sF SILT FENCE
DD ` / S B 3 PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREA OF THE PROJECT IN QUESTION; OR
NOTES: AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. IP INLET PROTECTION
(2) (A) NATURAL CHANNELS CONSTRUCTED MAN-MADE CHANNELS0CULVERT INLET PROTECTION
1. FLOOD PLAIN IS BASED ON BEST AVAILABLE / DI R : --- �) S B 4 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM DD TEMPORARY DIVERSION DIKE
MU PS ( / O
DATA I N PRELIMINARY DATA RELEASED FOR 44.1 AC � / NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE TO VERIFY THAT STORMWATER WILL NOT OVER TOP
POWER R/W / CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED FD TEMPORARY FILL DIVERSION
CABARRUS COUNTY I N AUGUST 2016 � � � 100' BUFFER � / S B 5 CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM,
OR BANKS; AND
�'�,,.r / MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. RwD RIGHT OF WAY DIVERSION
CONTAINED I N N F I P , FIRM MAP NOS. \ NTRANC 5 / (B) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS sT SEDIMENT TRAP
e \ I
SB 6 4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM
3710554600J, 3710555500J, & 3710555700J. -'` OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A TO VERIFY THAT STORMWATER WILL NOT OVER TOP ITS oP OUTLET PROTECTION
2. PROJECT SITE IS SUBJECT TO THE CABARRUS FIRST STEP IN ANY LAND ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE BANKS AND BY THE USE OF A TWO-YEAR STORM TO
DEMONSTRATE THAT STORMWATER WILL NOT CAUSE
cD ROCK CHECK DAMS
COUNTY FLOOD DAMAGE PREVENTION ORDINANCE. _ - \ ESC -5.8 _ _ _ - - UPSLOPE LAND DISTURBANCE TAKES PLACE. EROSION OF CHANNEL BED OR BANKS; AND To TOPSOILING
SBJ / / 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH Ts TEMPORARY SEEDING
3. PROJECT SITE IS SUBJECT TO CABARRUS COUNTY p _______ AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. (C) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED O
DEVELOPMENT ORDINANCE CHAPTER 4 PART 2 i / / BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT Ps PERMANENT SEEDING
WAT E R B 0 DY BUFFER ZONE, NUMBER 10 BUFFER 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR so SODDING
ENCROACHMENT REGULATIONS. CONSI------------------ DD DD TRAP TORCBASIN. BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE STREAM. Mu MULCHING
DD C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY DISTURBED AREA
/ A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, Q DRAINAGE AREA
C 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE THE APPLICANT SHALL: CENTER LINE
i�--_---_-- ------ DD TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE (1) IMPROVE THE CHANNEL TO A CONDITION WHERE A TEN-YEAR
ACRES. STORM WILL NOT OVER TOP THE BANKS AND A TWO-YEAR SITE BOUNDARY
STORM WILL NOT CAUSE EROSION TO THE CHANNEL BED OR-E/T- ELECTRIC/TELEPHONE
ESC -5.6:77===
B. -------- __ / BSURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED BANKS; OR
------ � [E] METER/ TRANSFORMER
/ OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE A
/In THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. TEN-YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; C GUY WIRE
\ THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL OR EXISTING UTILITY POLE
i BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE (3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE-
� EXISTING LIGHT POLES
i -- - - --IS _---_ - --_----_---_ __ ____ _____ OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE DEVELOPMENT PEAK RUNOFF RATE FROM A TWO-YEAR STORM
I -- - - --------�----------------- ---- ---- --- ---- T � / STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY-FIVE TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL � PROPOSED UTILITY POLE
MU PS / YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS
CHANNEL OR WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK STORM SYSTEM
CD MU PS / USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A I RUNOFF RATE FROM A TEN-YEAR STORM TO INCREASE WHEN MU PS \ 000000 PROPOSED DITCH
I / \ BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO RUN-OFF OUTFALLS INTO MAN-MADE CHANNEL; OR EXISTING PROPERTY LINE
I \ EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT,
I II c s \ STORMWATER DETENTION OR OTHER MEASURES WHICH IS - - - SETBACK LINE
7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER SATISFACTORY TO THE PLAN AUTHORITY TO PREVENT
D - - EASEMENT LINE
THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING DOWNSTREAM EROSION.
EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED ------- DISTURBED AREA
II II MU PS / N RANCE #3 WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS PROPOSED PAD
I D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE
CORRECTED. THE IMPROVEMENTS. --------- PROPOSED RACK PATH
SB B jl DD II PROPOSEDIM N OBAS1 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING PROPOSED SERVICE AISLE -SEE SHEET 5.11 FOR DETAIL
D AINAGE EAE - ESC -5.7 0 CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT OF --------- EXISTING ROAD
R4X= _ __ __ SLOPE DRAIN STRUCTURE. THE SUBJECT PROJECT. EXISTING UG FIBER OPTICS LINE
C li! D Dp 100' FFER 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR PROPOSED ROAD
S B ` - SB9 - _ F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER_
/ F OTHER PROTECTION SHALL BE PROVIDED. DETENTION HE SHALL OBTAIN APPROVAL FROM THE LOCALITY OF A PROPOSED FENCE
\� 1 PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN 0 CONCRETE PAVING
\ SB 10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE 0 LIGHT PAVEMENT
_ SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE
\ ESC -5.5 CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO ® GRAVEL AREA
/ 1 p ' D REMOVE SEDIMENT. MAINTENANCE.
XISTING UNDERGROUND FIBER OPTICS ARRAY FIXED SOLAR PANELS
LINE -TO BE FIELD -LOCATED G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TOA I ARRAY TRACKING SOLAR PANELS
100' ANS. LINE R/W 11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR RECEIVING CHANNEL, AND ENERGY DISSIPATERS SHALL BE PLACED
\ / PER D 6796-133 D PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO DELINEATED WETLANDS
ESC -5.5 �_ TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE 100 YR FLOODPLAIN
- -. RECEIVING CHANNEL. --------- TOP OF STREAM BANK
TS S B 10 CONVEYANCE CHANNEL AND RECEIVING CHANNEL. - - PERENNIAL STREAM -50' MINIMUM CLASS 1 BUFFER
TS 'MU PS = MU PS S B 9 H. ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. 12. NO WORK OR VEHICLES ARE ANTICIPATED TO CROSS ANY OF THE STREAMS OR
R
■ - i REAKER ®WETLANDS LOCATED ON THE PROJECT SITE. IF IT IS NECESSARY TO CROSS A NO -BUILD SETBACK -CLASS 1-20'/CLASS 2-10'
/ STATION & SUB -STATION WATERCOURSE, SPECIAL PERMISSION MUST BE GRANTED BY USACOE AND I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR ------- INTERMITTENT STREAM -30' CLASS 2 BUFFER
CABARRUS COUNTY MUST BE NOTIFIED OF THIS PERMISSION. SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A - - - - - PROPOSED BOUNDARY BUFFER
DISTURBED AREA: \ STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIE SYSTEM, OR TO
l ' 0s 350.3 AC pp NTRANCE #2 13. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL A DETENTION FACILITY. PROPOSED ADJACENT NEIGHBOR BUFFER
1l{�F , BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND TEMPORARY CONTRUCTION STAGING
___ STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING J. IN APPLYING THESE STORMWATER RUNOFF CRITERIA, INDIVIDUAL LOTS OR TEMPORARY CONCRETE WASHOUT
/
CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION PARCELS SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT
/ / / \ / ' jam,♦ - - I Q1 OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THE PROJECTS. INSTEAD, THE DEVELOPMENT, AS WHOLE, SHALL BE CONSIDERED TIME OF CONCENTRATION
/ / _ I SB 15 STRUCTURES S IF ARMORED BY NONERODIBLE COVER MATERIALS. TO BE A SINGLE -DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT SILT -LADEN WATER DIVERSION DIKE
REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ® CLEAN WATER DIVERSION DIKE
�� TS 1 \ I 14. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES ENGINEERING CALCULATIONS.
Al \ SB 14 MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM DITCH LINE
MU PS CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. K. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE SEDIMENT BASIN BAFFLE
�SB 13 ll" DD - -I EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL,
�'' / , I 15. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER SLOPES > 3:1
c S ♦ I I WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. WATERS OF THE STATE.
DD McBride Place LLC- Impervious Percentage Calculation
/ Ili DD I I 16. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY Existing Condtions I Area (sf) jArea (AC) % of Total
DD �% AFTER WORK IN THE WATERCOURSE IS COMPLETED.
Impervious
/
17. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE Drives (concrete/asphalt) 0 0.000 0.0%
FOLLOWING STANDARD IN ADDITION TO OTHER APPLICABLE CRITERIA:
MU PSADJA ENT NEIGHBOR 100' I \ A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT
DID Strutures 0 0.000 0.0%
LANDS PING BUFFER ONE TIME.
SEME 01 \ Pervious
v; SB 16 10r B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF
S I \ TRENCHES. Wooded Areas 8,895,481 204.212 31.4%
Q1 _ _1J' pp
SB 17 I \ C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR Agricultural/Cleared Areas 19,408,866 445.566 68.6%
SB 11 ��� \ PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR
SB 18 Total Area= 28,304,347 649.778 100.0%
''-
I � BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY
S �1 N I AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. Existing Impervious= 0.0%
MU P
D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY Proposed Conditions Area (sf) Area (AC)I% of Total
COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE Impervious
Qj � DD Q STABILIZATION.
r- J p `� Proposed Drives (Concrete/Asphalt/Gravel) Breaker Pad Total
SB 12 E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH
MU 1 T Breaker Panel Pad
TS 1 pp �N I THESE REGULATIONS. # of Pads Area/Pad Area (sf) Area (AC) % of Total
' I
DI TURBED AREA: D i,` U PS F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 1 62,500 62,500 1.435 0.2%
90.3 AC � X,, ill - Area/
C / DD D / #of Inverters Total Inverter Pads
\ � 18. WHERE CONSTRUCTION VEHICLES ACCESS ROUTES INTERSECT PAVED OR InverterArea Inverter
`4W _ PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF
' ESC .4 / SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT 50 445 22,250 0.511 0.1%
\ IS TRANSPORTED ONTO A PAVED OR PUBIC ROAD SURFACE, THE ROAD SURFACE
`\\ SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE Area/Post o
TS RS ~ REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TOA Posts/Rack # of Racks Area (sf) Area (AC) /o of Total
SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY Rack Posts (in2)
i \\ --------------- 11 TS _I ESC -51 / AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO D
TEMPORARY CO STRUCTION STAGING 11 MU PS INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING 2 3771 10 523.75 0.012 0.0%
\ p 50'X180' (NP. OF 5) SEE SH. 5.11 1A
ACTIVITIES. Sq. Ft. Width Length Area (sf) Area (AC) % of Total
DD DD Impervious Entrance Roads
OST CREEK \ / 19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE Pavement 24/20 Varies 18,840 0.433 0.1%
.o' / / / GRAPHIC SCALE TEMPORARY MEASURESEMOVED WITHIN 30 AAREANORLONGER FINAL SNEEDED,ITE BIUNLESOSN OTHERWISE RWISE AUTHORIZED OR AFTER THE Entrance #1 1,164 Total Proposed Impervious= 104,114 2.390 0.4%
� f
500' 0 500' 1000' BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED Entrance #2 940 Pervious
\BUFFER/NO-BUILD NE / SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL Entrance Road for Substation 13,985
EMPO RY CRETE WASHOUT BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. Wooded Areas 7,959,610 182.728 28.1%
O'X301\ 5) SEE SH. 1 / / ESC -5.3 \ SCALE: 1 "=500' Entrance #3 937
® 20. THE OVERALL TRACT BUILT -UPON AREA PERCENTAGE FOR THE PROJECT MUST Entrance #4 907 Agricultural/Cleared Areas 20,344,737 467.051 71.9%
NOTE: BE MAINTAINED BELOW 24%, AS REQUIRED BY 15A NCAC 2H.1017 OF THE Entrance #5 907 Total Area= 28,304,347 649.778 100.0%
II FOR THE PURPOSES OF PLAN REVIEW AND APPROVAL, STORMWATER RULES Total Impervious 18,840 SF o 0
\ - / / \ \ �� \ / TAL MCBRIDE IS RESPONSIBLE FOR MAINTENANCE OF p
�I�TRANC� # � / � \ - Proposed /Impervious= 0.4/0
EROSION AND SEDIMENT CONTROL MEASURES. THE
21. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL
CONTRACTOR SHALL PROVIDE A REPLACEMENT CONTACT MAXIMUM ALLOWABLE IMPERVIOUS SURFACE IN CR ZONING DISTRICT IS 20% AND MAXIMUM
\ / \ TO THE CABARRUS COUNTY E&SC ADMINISTRATOR AT BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO
PROPOSED 24' GATE ,\ / / \ \\ / / / TIME OF CONSTRUCTION. INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF ALLOWABLE IMPERVIOUS SURFACE IN AO ZONING DISTRCT IS 15%. MAXIMUM ALLOWABLE
(TYPICAL -FIVE LOCATIONS) ESC -5.3 \ \/ \ / CONTACT INFORMATION: TAL MCBRIDE FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH STRUCTURAL COVERAGE IN CR ZONING DISTRICT IS 15% AND MAXIMUM ALLOWABLE STRUCTURAL
[e-mail] THE FOLLOWING STANDARDS AND CRITERIA:
571-228-5105 COVERAGE IN AO ZONING DISTRICT IS 10%.
\
I�
I E
p � o
+ DO M v
Ln
L N � •L
aw
L LL
i 3
L
rn o
I m
Ld M
Uj
�_
0 .�. CO
Q0 0
� •L Ln
v O
=
z w
z
0
a_
o_j N
vo�P�'
" Q 'coQ --A Z: CO '
-U:cn Ld q _
Revision Dates
1-26-17 PER
Date: 5-10-17
2-15-17 PER
NCDEQ
4-3-17 PER
COUNTY
4-21-17PER
Scale: AS NOTED
Designed by: EHB
Z
Drawn by: RIJ
O
U
Checked by: EHB
U
J
I�
I E
p � o
+ DO M v
Ln
L N � •L
aw
L LL
i 3
L
rn o
I m
Ld M
Uj
�_
0 .�. CO
Q0 0
� •L Ln
v O
=
z w
z
0
a_
o_j N
vo�P�'
" Q 'coQ --A Z: CO '
-U:cn Ld q _
Revision Dates
1-26-17 PER
NCDEQ
2-15-17 PER
NCDEQ
4-3-17 PER
COUNTY
4-21-17PER
COUNTY
[Job No. 2377
Drawing No.
J
5,oO
of 23 Sheets
O
Z
O
U
U
J
Z
> O
L.LJ
(-D (.0 O)
IY T--- O
W
_
Z �Q N
Nm�
LTJ
Q
LTJ U >
Z
U _
Q J
O
J 0
I- LLI j
N
J
O
ALJ N m
0 O
W
O
N
I
m
0
U
Z
12
0
Q
V
[Job No. 2377
Drawing No.
5,oO
of 23 Sheets
[Job No. 2377

W-1
TbPSOIL STOCKPILE\APPROXIMATE IOCA/// ,TO\\FROM IES SGRE8_
%/ f ;d.=o.8' SB13
La= 19'
j`� M — - I I � SEDIMENT BASIN 13. ---'/
���1 \ \SEE SEDIMENT BASIN TABLE ON
2 SHEET 5.11 FOR BASIN
DETAILS. INSTALL SILT FENCE 5'
40 TO 10 OFF THE TOE OF THE
_ EMBANKMENT AND TIE INTO THE
"-,EMBANKMENT ON EITHER SIDE
OF THE SPILLWAY SO THAT
WATER FLOW DOES NOT DIVERT- \ I
`'ARO.QND -THE BASIN.,& \ I \
5X0 5SQ
I--
moo-_
1 \
♦♦`\-560
I \ \ \ \
♦fir r��\moi w\ I I I \ \ \ \ \ \ \ \ \ - -
5$0 \ GRAPHIC SCALE
♦ 11 (11�; I,I I i I I - \`��� \I 1 I \\ 10\0 0 100' �,-2 of
15 I I I \ \
\♦ I / I \ 1 I I 0 ♦ I - \ 1 \ SCALE: 1"=100'
\
l 1 I I I I\ I \ \ 5$0
�'•J I I �� J I I� I 1 I\\\ 1 \ /
I' \ \`\�\po
2
SLOPES > 3:1
Date: 5-10-17
CONSTRUCTION AREA
1230
EXISTING CONTOURS
1230
PROPOSED CONTOURS
+ 28.5 PV
PROPOSED SPOT ELEVATION
DRAINAGE FLOW
cE
CONSTRUCTION ENTRANCE
cRs
CONSTRUCTION ROAD STABILIZATION
sF
SILT FENCE
iP
INLET PROTECTION
ciP
CULVERT INLET PROTECTION
DD
TEMPORARY DIVERSION DIKE
FD
TEMPORARY FILL DIVERSION
Rwo
RIGHT OF WAY DIVERSION
sr
SEDIMENT TRAP
oP
OUTLET PROTECTION
co
ROCK CHECK DAMS
To
TOPSOILING
Ts
TEMPORARY SEEDING
Ps
PERMANENT SEEDING
so
SODDING
l 1 I I I I\ I \ \ 5$0
�'•J I I �� J I I� I 1 I\\\ 1 \ /
I' \ \`\�\po
2
ILI_ rra I /
�_�
r''♦♦
54\0
// \ J I /,////////■� �= I _ //,_\ \\ \\ \\ \\ --,\\ /,moo GRAPHIC SCALE
I 100' 0 100' 200'
I1;%I 4 I I I5 0 I 1 I \ \ \ \ \ / \ I \ SCALE: 1"=100'
I /I � -\111 � ♦
11 I 1\\\♦1V7=AirAft-
5410
1A / ■I I 510 \ \ / , l / �i l SEDIMENT BASIN 19. �2
I, :' \ I SEE SEDIMENT BASIN TABLE ON
/\ '� 5 / / // // / SHEET 5.11 FOR BASIN DETAILS.
I \ \ \ \ I I I / / /) \\ \ \\ _ — _ _ — / / / / / / / ,� INSTALL SILT FENCE 5' TO 10 OFF
THE TOE OF THE EMBANKMENT AND
EilE IT" NTO THE
DE OFEMBANKMENT
ON
AY SO
5 / / / / / THAT WATER FLOW DOES NOT DIVERT
• �►; \ \ I I\ \\ \ \ — _ — //// / — \ \ \I \\ // / ///// / // // // / _ / / / / // // AROUi �/ THE BASIN.
\ - \ \ \ / 1 / / / / / I / / / / / / ♦ \
- ---� --- -----/------ ---- I I 2
\ / � I ►III \ \ \ \ 1 1 \ \ \
TOPSO STO�CKPILIE \ J / / I I \ \ \ \ \ \
AP\PROX� ATE \LOCATION \ 1 I I \ I 1 \ \ \ \ \ \ \ \ \ \ I
MIN 50 ROM\ESC ME-S'iJRES I
Z
Date: 5-10-17
MULCHING
—"---_-- EXISTING UG FIBER OPTICS LINE
SEDIMENT BASIN 18.
EXISTING ROAD
SEE
SEDIMENT BASIN TABLE ON
SHEET 5.11 FOR BASIN DETAILS.
INSTALL SILT FENCE 5' TO 10 OFF
ROAD
Designed by: EHB
560
THE TOE
OF THE EMBANKMENT AND
D
J
TIE
INTO THE EMBANKMENT ON
CENTER LINE
EITHER
SIDE OF THE SPILLWAY SO
0 CONCRETE PAVING
Checked by: EHB
THAT WATER FLOW DOES NOT DIVERT;/—
0
0
AROUND THE BASIN.
—E/T—ELECTRIC
TELEPHONE
ELECTRIC/TELEPHONE
GRAVEL AREA
0
METER/ TRANSFORMER
C ARRAY FIXED SOLAR PANELS
C
GUY WIRE
ARRAY TRACKING SOLAR PANELS
�S
EXISTING UTILITY POLE
DELINEATED WETLANDS
t
EXISTING LIGHT POLES
ILI_ rra I /
�_�
r''♦♦
54\0
// \ J I /,////////■� �= I _ //,_\ \\ \\ \\ \\ --,\\ /,moo GRAPHIC SCALE
I 100' 0 100' 200'
I1;%I 4 I I I5 0 I 1 I \ \ \ \ \ / \ I \ SCALE: 1"=100'
I /I � -\111 � ♦
11 I 1\\\♦1V7=AirAft-
5410
1A / ■I I 510 \ \ / , l / �i l SEDIMENT BASIN 19. �2
I, :' \ I SEE SEDIMENT BASIN TABLE ON
/\ '� 5 / / // // / SHEET 5.11 FOR BASIN DETAILS.
I \ \ \ \ I I I / / /) \\ \ \\ _ — _ _ — / / / / / / / ,� INSTALL SILT FENCE 5' TO 10 OFF
THE TOE OF THE EMBANKMENT AND
EilE IT" NTO THE
DE OFEMBANKMENT
ON
AY SO
5 / / / / / THAT WATER FLOW DOES NOT DIVERT
• �►; \ \ I I\ \\ \ \ — _ — //// / — \ \ \I \\ // / ///// / // // // / _ / / / / // // AROUi �/ THE BASIN.
\ - \ \ \ / 1 / / / / / I / / / / / / ♦ \
- ---� --- -----/------ ---- I I 2
\ / � I ►III \ \ \ \ 1 1 \ \ \
TOPSO STO�CKPILIE \ J / / I I \ \ \ \ \ \
AP\PROX� ATE \LOCATION \ 1 I I \ I 1 \ \ \ \ \ \ \ \ \ \ I
MIN 50 ROM\ESC ME-S'iJRES I
LEGEND
Z
Date: 5-10-17
MULCHING
—"---_-- EXISTING UG FIBER OPTICS LINE
0
EXISTING ROAD
Scale: AS NOTED
DISTURBED AREA
ROAD
Designed by: EHB
DRAINAGE AREA
D
J
PROPOSED FENCE
Drawn by: RIJ
CENTER LINE
0 CONCRETE PAVING
Checked by: EHB
SITE BOUNDARY
LEGEND
Z
rnu
MULCHING
—"---_-- EXISTING UG FIBER OPTICS LINE
0
EXISTING ROAD
DISTURBED AREA
ROAD
QPROPOSED
DRAINAGE AREA
D
J
PROPOSED FENCE
CENTER LINE
0 CONCRETE PAVING
o
SITE BOUNDARY
0
0
� LIGHT PAVEMENT
—E/T—ELECTRIC
TELEPHONE
ELECTRIC/TELEPHONE
GRAVEL AREA
0
METER/ TRANSFORMER
C ARRAY FIXED SOLAR PANELS
C
GUY WIRE
ARRAY TRACKING SOLAR PANELS
�S
EXISTING UTILITY POLE
DELINEATED WETLANDS
t
EXISTING LIGHT POLES
100 YR FLOODPLAIN
�
PROPOSED UTILITY POLE
--------- TOP OF STREAM BANK
J
Q
STORM SYSTEM
— — — — — PERENNIAL STREAM -50' MINIMUM CLASS 1 BUFFER
0000�
PROPOSED DITCH
— — — — — NO—BUILD SETBACK—CLASS 1-20'/CLASS 2-10'
— —
EXISTING PROPERTY LINE
INTERMITTENT STREAM -30' CLASS 2 BUFFER
— — —
SETBACK LINE
- PROPOSED BOUNDARY BUFFER
W N m
EASEMENT LINE
PROPOSED ADJACENT NEIGHBOR BUFFER
__--__-__
DISTURBED AREA
TEMPORARY CONTRUCTION STAGING
PROPOSED PAD
TEMPORARY CONCRETE WASHOUT
PROPOSED RACK PATH
® CLEAN WATER DIVERSION DIKE
m
PROPOSED SERVICE AISLE
® SILT—LADEN WATER DIVERSION DIKE
TIME OF CONCENTRATION
SEDIMENT BASIN BAFFLE
DITCH LINE
�
\ - \ ■\ / / // OR S<TREA� I I \\ \ \\\\\ \ \ // // I \ I I \�I� \
\\530 \ \ \\ \ \ \ \ I I I I / / I / / I 1 \
zz
44L -
I \ \ \ \1530
\
♦Lo
� El 11 I
4.
♦� \\ \�+� \ \-'tel �� I I ��� / / I I I \ \ \� \ \\\\; \� \ \
000
0l \ \ \
Q CLASS 1 STREAM BUFFER AND NO—BUILD ZONE
Revision Dates
1-26-17 PER NCDEQ
2-15-17 PER NCDEQ
—21-17 PER COUN
4r1\%\� Job No. 2377
Z
Drawing No.
0
U
J
D
J
H
o
0
0
Z
o
Q
W N
� Q �
N
W
m=Q
�
W UU >
�
J
Q
J=
O
F
Q
Lw c~i)
J —
I
W N m
a
o
N
m
�
U
N
�. LI
4r1\%\� Job No. 2377
Drawing No.
5,el
of 23 Sheets
4r1\%\� Job No. 2377

-- IN
-� �— 50\ 1I 1I II �I I
s
7— \ 5' R. EPEMENT
57/0
7� / / / / -L z�o.o
MW----
250.0' 1 , ° I °I Al
rray; � _ / / / / __ `- �- \ 1 \ \ \\ � � I 1 � ° ° I d ° °I I
TOPSO L/ C PILE 1 \ � ° 9 I /
1. I \ \ \\ \ APPROX /A CAT ON 550 °I I \
_IVN. 5 F 0 E MEASURES \ \ d d A i <�
\ I I 1 I° I I
\\
Arr
\ 0R �" I 1 // 1/1 °1 °I
15101 \ / I / / / / / / 1 ° \ 1 ° 1 % ° 1 ° I I \
4A A
/ / \ F 560
I _rray 3/ / / / / / / \ SB15
1 ------ --\ ----- / r---/ / / ----�
L—R60
7------------- ' / /
/ // / - \\--11-0---�- `—��---------..,�L.---1--------------1--�---�------- - ----- /_// / / / 1 ClL-R60'
540
TE m
W=12'
/
/ / / / / / / / I I \ \ IN
\
_ _ — / / 1 1 -----/---------------------t---l---t----- �-----�--------�--- --------------�----
-- -/---------------------
/3 2
/ 5p0 I \ ( / \
53 -590' 5 0 —
IN, I I I I / I I \T / / / ­�7No -- —
I TOCVP
P P L� /
\ \ --- -- APP ATE /�9� I j� // / \
\ \ \ \ 1 I\ 1 \\ \ \\ \ -�-- - _ --- / / / J / / �FRgM/ RES
j----�---1------- - - - ------I--� 2 fZ M
�— — \\ \\ \ ,B 16
2 EDIMENT BASIN 15.
SEE SEDIMENT BASIN TABLE 0
SHEET 5.11 FOR BASIN D TAIL .
INSTALL SILT FENCE 5' Tq 10 OFF
SEDIT BASIN 14. THE TOE OF THE EMBANKMENT AND
SEE IMENT BASIN TABLE ON TIE INTO THE EMBANKMEN0
SHEET\5.11 FOR BASIN DETAILS. EITHER SIDE OF THE SPIL�T WA SO
INSTALL SILT FENCE 5' TO 10 OFF THAT WATER FLOW DOES INOT DIVERT
THE TOE' OF THE EMBANKMENT AND AROUND THE BASIN.
TIE INTO \THE EMBANKMENT ON I
EITHER SID OF THE SPILLWAY SO
THAT WATER FLOW DOES NOT DIVERT
AROUND TH� BASIN.
�_/ / 1 / / l l / �
/ / / I 1 // / I / /\ I w=0.5� _ // // 1 / 11 /�I 1 SLOPES > 3:1
I / I / / / I \=10'—�� / / / I / / 1 "' I I 1 / I • CONSTRUCTION AREA
y I / / I / I 1 \ 1230 EXISTING CONTOURS
1230 PROPOSED CONTOURS
\ / / \ // + 28.5 PV PROPOSED SPOT ELEVATION
r
SD`Mq BASIN 16. DRAINAGE FLOW
I I I I / ( \\ \\ /// / /E S IMENT BASIN TABLE ON cE CONSTRUCTION ENTRANCE
5 \ I \ I I 1 / / S�-IEL1P 5.11 FOR BAS DETAILS.
/ cRs CONSTRUCTION ROAD STABILIZATION
/ / / // /
530 / / \ \ I I I // / / INST LL SILT FENCE 5' TO 10 OFF
bP�� L STOCKPILE sF
/ THE TOE OF THE EMBANKMENT AND SILT FENCE
O
T 1
T� . INTO THE EMBANKMENT ON �P INLET PROTECTION
560 \ I \ 1 \ _ — , / IAPPROXIM, .i E LOCATION /� / // / i FHER SIDE OF THE SPILLWAY SO ciP CULVERT INLET PROTECTION
I M11Na 50' FROiv, ESC MEASURES / / I HAT WATER F' _OW DOES NOT DIVERT O
Old -STREAM *//' I AROUND THE BASIN. oo TEMPORARY DIVERSION DIKE
//. Fo TEMPORARY FILL DIVERSION
IN, 5�\ — / / � Rwo RIGHT OF WAY DIVERSION
\
\ \ \\ /
SEDIMENT BASIN 7.
\ \ \ \ \ \ 1 SB 17 F _ / / • Q2 SEE SEDIMENT BASIN ABLE ON sr SEDIMENT TRAP
\ \ / SHEET 5.11 FOR BASIN L, -:TAILS . &OUTLET PROTECTION
\ INSTALL SILT FENCE 5 TO 1 b OFF
THE TOE OF THE EMBANKMENT AN,) co ROCK CHECK DAMS
\\ \\ \\ \ \\ \ �M W_O , TIE INTO THE EMBANKMENT ON ro TOPSOILING
\ \ \ \ La= / EITHER SIDE OF THE SPILLWAY SO rs TEMPORARY SEEDING
--�\-- 1 \ ------- � - 1 I = ; THAT WATER FLOW DOES NOT DIVERT
\ \ \ Ps PERMANENT SEEDING
+----------- l —------------- / \ \ \ \ \ � AROUND THE BASIN. O
so SODDING
100' 0 100' 200'
IN
— — — — -- 2 \� TaRSOIL STOCKPILE\ / // \ 1 I\ \ — — — / 55 /// . SCALE: 1"=100'
'\APPR5XIMATEOCA
50\'\FROM \ES AS6RE�
_ \ /-----
/J OR ST(I
B13 / / /// / ra // / // // \I //— DD — F / Iv/
r ra I I , 2 .
0 SEDIMENT BASIN 13.
\ J \ SEE SEDIMENT BASIN TABLE ON
SHEET 5.11 FOR BASIN
_ DETAILS. INSTALL SILT FENCE / / / \ / I \ 1 \ 1188 wI1
\ sao TO 10 OFF THE TOE OF THE / I ! La0' /
EMBANKMENT AND TIE INTO THE
-"-,,EMBANKMENT
\ \EMBANKMENT ON EITHER SIDE
--0-P -THE SPILLWAY SO THAT I I / /�\ 1 I I I / 1 \' l /
\ WATER FLOW DOES NOT DIVERT/ 1 II I I / ) I I I I 550 / DD
AROUND THE BASIN, `\ I , .
/ I \
SED'IMENT BASIN 18
.
/SEE SEDIMENT BASIN TABLE ON
SHEET 5.11 FOR BASIN DETAILS.
5so 5$0 / / / INSTALL SILT FENCE 5' TO 10 OFF
/ THE TOE OF THE EMBANKMENT AND
TIE INTO THE EMBANKMENT ON /
EITHER SIDE OF THE SPILLWAY SO
THAT WATER FLOW DOES NOT DIVERT � /
\ omirRucnori AREA /z
I / ( \ / / AROUND THE BASIN.DID
— — — ----- --- --
LEGEND
Mu
MULCHING
EXISTING UG FIBER OPTICS LINE
5,o2
of 23 Sheets
--------- EXISTING ROAD
Scale: AS NOTED
DISTURBED AREA
ROAD
QPROPOSED
DRAINAGE AREA
J
---- EF ------ PROPOSED FENCE
Drawn by: RIJ
CENTER LINE
u')
CONCRETE PAVING
�
SITE BOUNDARY
O
LIGHT PAVEMENT
�
—E/T—
ELECTRIC/TELEPHONE
® GRAVEL AREA
❑E
METER/ TRANSFORMER
ARRAY FIXED SOLAR PANELS
C
GUY WIRE
ARRAY TRACKING SOLAR PANELS
�S
EXISTING UTILITY POLE
DELINEATED WETLANDS
N
W
m�Q
EXISTING LIGHT POLES100
YR FLOODPLAIN
jz�
PROPOSED UTILITY POLE
--------- TOP OF STREAM BANK
STORM SYSTEM
— — — — — PERENNIAL STREAM -50' MINIMUM CLASS 1 BUFFER
000000
PROPOSED DITCH
— — — — — NO—BUILD SETBACK—CLASS 1-20'/CLASS 2-10'
— —
EXISTING PROPERTY LINE
INTERMITTENT STREAM -30' CLASS 2 BUFFER
— — —
SETBACK LINE
— — — — — PROPOSED BOUNDARY BUFFER
— — —
EASEMENT LINE
TEMPORARY CONTRUCTION STAGING
DISTURBED AREA
TEMPORARY CONCRETE WASHOUT
o
PROPOSED PAD
® CLEAN WATER DIVERSION DIKE
PROPOSED RACK PATH
® SILT—LADEN WATER DIVERSION DIKE
PROPOSED SERVICE AISLE
SEDIMENT BASIN BAFFLE
—► y
TIME OF CONCENTRATION
PROPOSED ADJACENT NEIGHBOR BUFFER
o
DITCH LINE
Ov00
o�P�,
�Z _
'Q'CO Q -' z: ca
:V:cn w� _
.0
CY od
Revision Dates
1-26-17 PER NCDEQ
2-15-17 PER NCDEQ
Date: 5-10-17
Z
5,o2
of 23 Sheets
O
Scale: AS NOTED
Designed by: EHB
U
J
Drawn by: RIJ
u')
Checked by: EHB
O
Ov00
o�P�,
�Z _
'Q'CO Q -' z: ca
:V:cn w� _
.0
CY od
Revision Dates
1-26-17 PER NCDEQ
2-15-17 PER NCDEQ
Job No. 2377
Drawing No.
Z
5,o2
of 23 Sheets
O
U
J
u')
O
N
Z
0 O
WN
mQ
N
W
m�Q
N
w >
QJ= J
LLI O
J —
LLI
W N m
a
o
N
m
�
U
N
W
Job No. 2377
Drawing No.
5,o2
of 23 Sheets
Job No. 2377

0'R SRE d5o=0.8'���I 1\J
po
41
–
/ – I
540
N"� ��\ \ I I I 1 / ,/ / l / J l l l / / l / < / �/ \ \ _. __<_ I 1 – s� \\ Nt I
\ IN AW_ I / \ –V1
\\\
\�\\ 1\ IIII I I
5
5,005�O Aft
/ \ \
/ \ �\ \
j/
Arr
\ /------------------�--- ----- ----------------------- �-----------------
\ / \ I ----- ----� ------ —\—----------- /------------------- = _ ------
–mol _•,t
DD n // \1 \\ \\\ �\ I \\ /� \ / // //1 \\ \\ \�\ \ \\ \ \ \ \\ \ /�-� /// / 5yo
Array 5048
/ I Array / I/ / �,\_– fi // // //// // // I/ // I I I
\ I / � \ I \1_u
29- —
MPORAR TRUCTION STAGING xed N
5 180' TYP. 5 $EE SH. 5.10 I P5(3tL—STOL�
° I d5o=0.s'i /— — — ' APPRCrXtb1ATE—LdCATrdW !/
0 / \ �0—F-RaM ESQ' WA/SURE
\ \\ \I\ \1 \ \\ 1\ _SF \SF \ \ — /-- \DD �__/ , / a=20' TREAM
—530
\ 1 / 570 \ \ \ OP STO��,,I E \\ \ \ \ \ \
A ROXI LQC TIQN / 1 I / / / / / / / / / /
RO1 \ I MEASURES\ ` : I—J I �+o\ o IN. IIIlll'TREAM
/526 ow -
510
I \I
\
L -L
I\ 1 \ \\ – _ _��///IIII I I \ // / / //5�O
/546
30 BUFFER/NO-BUILD
\ \ \ \ \ \ TEMPORARYICOCRETE WASHOUT � � I J / i j / �-7 526
20'X30' (TYP. F 5) SEE SH. 5.10
SEDIMENT BASIN 20.
SEE SIfDIMENT BASIN TABLE ON 0 /
SHEET 5.11 FOR BASIN DETAILS. /
INSTALL SILT FENCE 5' TO 10 OFF
THE TOE qF THE EMBANKMENT AND
TIE INTO THE EMBANKMENT ON
EITHER SIDE OF THE SPILLWAY SO /
THAT WATER FLOW -DOES NOT DIRT \ �/
AROUND' THE70ASIN. \ /
ENTRANCE # 1
IN,
\ \ \ \ \°
PROPOSED 24 GATES
\ (TYPICAL—FIVE LOCATIONS) #a�
— — — LEGEND ro ro_
SLOPES > 3:1 rnu MULCHING EXISTING UG FIBER OPTICS LINE
CONSTRUCTION AREA DISTURBED AREA EXISTING ROAD
1230 EXISTING CONTOURS Q PROPOSED ROAD
DRAINAGE AREA � PROPOSED FENCE
1230 PROPOSED CONTOURS �CENTER LINE
CONCRETE PAVING
+ 28.5 PV PROPOSED SPOT ELEVATION
SITE BOUNDARY
LIGHT PAVEMENT
DRAINAGE FLOW —E/T— ELECTRIC/TELEPHONE
GRAVEL AREA
CONSTRUCTION ENTRANCE
0®
E METER/ TRANSFORMER ARRAY FIXED SOLAR PANELS
CONSTRUCTION ROAD STABILIZATION C. GUY WIRE ARRAY TRACKING SOLAR PANELS
_ _ I sF SILT FENCE EXISTING UTILITY POLE
� \ \ � � � _ O �
INLET PROTECTION DELINEATED WETLANDS
� EXISTING LIGHT POLES 100 YR FLOODPLAIN
NMUMON ,wu 01 cIP CULVERT INLET PROTECTION
X� PROPOSED UTILITY POLE --------- TOP OF STREAM BANK
DD TEMPORARY DIVERSION DIKE STORM SYSTEM — — — — PERENNIAL STREAM -50' MINIMUM CLASS 1 BUFFER
.c
FD TEMPORARY FILL DIVERSION 00000 PROPOSED DITCH — — — — — NO—BUILD SETBACK—CLASS 1-20'/CLASS 2-10'
RIGHT OF WAY DIVERSION — — EXISTING PROPERTY LINE ------- INTERMITTENT STREAM -30' CLASS 2 BUFFER
\ \\ \ \� \ \ SEDIMENT TRAP SETBACK LINE PROPOSED BOUNDARY BUFFER
GRAPHIC SCALE `\ \ \ \ _ _ _ ' / / / oP OUTLET PROTECTION — — — EASEMENT LINE PROPOSED ADJACENT NEIGHBOR BUFFER
100' 0 100' 200' \ \ I\— / / cD ROCK CHECK DAMS --------- DISTURBED AREA TEMPORARY CONTRUCTION STAGING
PROPOSED PAD TEMPORARY CONCRETE WASHOUT
to TOPSOILING 0 /
SCALE: 1 "=100' / \ \ \ \\\ �\ / Ts TEMPORARY SEEDINGPROPOSED RACK PATH ® CLEAN WATER DIVERSION DIKE
Ps PERMANENT SEEDING PROPOSED SERVICE AISLE ® SILT—LADEN WATER DIVERSION DIKE /
TIME OF CONCENTRATION SEDIMENT BASIN BAFFLE /
so SODDING DITCH LINE
a
0 E
p o
Q) M v
� N
L N � •L
aw
i L 3
o
j I m
WM
oo_�m
Lnv O
= w w
z
0
Ovo�P�,
00=U:cn w _
:w cn 1�r Co: 2
Revision Dates
1-26-17 PER NCDEQ
2-15-17 PER NCDEQ
Date: 5-10-17
Z
5,o3
of 23 Sheets
0
Scale: AS NOTED
Designed by: EHB
U
J
Drawn by: RIJ
Checked by: EHB
O
a
0 E
p o
Q) M v
� N
L N � •L
aw
i L 3
o
j I m
WM
oo_�m
Lnv O
= w w
z
0
Ovo�P�,
00=U:cn w _
:w cn 1�r Co: 2
Revision Dates
1-26-17 PER NCDEQ
2-15-17 PER NCDEQ
Job No. 2377
Drawing No.
Z
5,o3
of 23 Sheets
0
U
J
O
Nm
Z
O
WN
�Q �
N
W
Ir—
m= Q
WUU >
•
N
U �_ J
Q
J 0
Q
w c~i)
J —
LLI
W N m
a
o
N
m
U
12
U
N
L1..I
Job No. 2377
Drawing No.
5,o3
of 23 Sheets
Job No. 2377

��` \ \\�— `\ \ \ \ \ \\ i /..''%/ /-%♦ / / / —\ \ `
OF EMB
� SSLOPES > 3:1 LEGEND
j �' / (;'/ / ��7 // / I / / / _ WAT Mu MULCHING —" EXISTING UG FIBER OPTICS LINE
"AROL CONSTRUCTION AREA EXISTING
PROPOSED OROAD
- - DISTURBED AREA
1230 EXISTING CONTOURS
DRAINAGE AREA
EA --- PROPOSED FENCEiz3o PROPOSED CONTOURS CENTER LINE a
( I + 28.5 PV PROPOSED SPOT ELEVATION 0 CONCRETE PAVING
J \ - \ \ SITE BOUNDARY
LIGHT PAVEMENT
DRAINAGE FLOW
—E/T—
I \ \\ \ I ) \''•� _ _ - - _ _ _ _- _ `�� - - - -0' I I I I j♦�\ �' I I �J I I ` I 1 1 \ \ \ 1 \ cE / ELECTRIC/TELEPHONE ® GRAVEL AREA
CONSTRUCTION ENTRANCE
- \ / I I I ♦♦ I 1r;l I I�\'� 1 I \ \ I \ \ \ \ \ \ \ - - - - _ - O ❑E METER/ TRANSFORMER ARRAY FIXED SOLAR PANELS
CONSTRUCTION ROAD STABILIZATION C GUY WIREAR
EXISTING UTILITY POLE RAY TRACKING SOLAR PANELS
\0% �\ \ \ \ \ \ \� \ `�--__-- - sF SILT FENCE
\ ` DELINEATED WETLANDS
INLET PROTECTION EXISTING LIGHT POLES 100 YR FLOODPLAIN
/ / / �� \ \\\ \ `\ \ ` ♦ / / �/ l j \ ,iy \ \ \ \ :s ciP CULVERT INLET PROTECTION
3 PROPOSED UTILITY POLE --------- TOP OF STREAM BANK
52Q/♦ I \ — \ — _ _ _ , DD TEMPORARY DIVERSION DIKE
-540-- STORM SYSTEM PERENNIAL STREAM -50' MINIMUM CLASS 1 BUFFER
\ - \ - _ FD TEMPORARY FILL DIVERSION
\ \ __ �1-1
\ -� ♦ / j �.� / \ 000000 PROPOSED DITCH - - - - - NO -BUILD SETBACK -CLASS 1-20'/CLASS 2-10'
\ .\ \\\\ \\ \ \ \ - \�
\ \ - �`] �,� \ \ �� - - - \ \ \\ \ \ \ \ \ ♦%/ �; ' ; ? i \\ `\ \ RIGHT OF WAY DIVERSION — - EXISTING PROPERTY LINE
« INTERMITTENT STREAM -30' CLASS 2 BUFFER
y-37-
Arr SEDIMENT TRAP - - - SETBACK LINEPROPOSED BOUNDARY BUFFER
\ \ \ oP OUTLET PROTECTION — - - EASEMENT LINE PROPOSED ADJACENT NEIGHBOR BUFFER
�► - \ .� \ \ \ TEMPORARY CONTRUCTION STAGING
DISTURBED AREA
PROPOSED PAD TEMPORARY CONCRETE WASHOUT
* � \ \ \ - - - ` \ \ \ \ ________= PROPOSED RACK PATH ® CLEAN WATER DIVERSION DIKE
TOPSOILING
/ \ \ \ \ Ts TEMPORARY SEEDING
sop '�����r \-
-- � � � �• � _ � PROPOSED SERVICE AISLE ® SILT -LADEN WATER DIVERSION DIKE
♦ \ \ \ \ - - _ \ I Ps PERMANENT SEEDING
SODDING TIME OF CONCENTRATION SEDIMENT BASIN BAFFLE
`\ \ \ I I \ \ Oo DITCH LINE
\\ \ 550
11.,�/
510 /
s o 1
\oj\ '
I I I I // �— // —\\\ \\ \\ ��--� //// SEE'SEDIM IBASIN MENT BABE ON I / / I I I 1 III I \`i. 'k\\\\\�\1''/�/�\ I \
/ �I I'I\� 1
SHEET 5.11 BASIN DETAILS. / / / / I I I I I \ \ ��
INSTA 5 TO 10 OFF, VA
• / / /
/ \ \ / TOE TH BANKMENT A/ND / / / / / DD
� / / / /� \ \ 550 E INTO T M MENT/ON
/�\� D E Y sem/ / / / / / / // / / I� I I .I►I� ) /'l;) \ / (/ (/ //
THAT S / I� I ■
/�510
1 \ I
t7,
/ I 540 _ BAFFLE / / I
_ _ \
- - - - - - IN
530 = -�� \ \ \�
1 —' \' FINAL GRADING IN
�\
° \ 2 D / / — SEDIMENT BASIN 15�°1\I
NT BASIN 112. /' �\ ION TO BE—
/ BASIN TABLE ON — P
/ E FO'Riv1ED AFTER \ \
TFOR BASIN DETAILS. — REMOVAL OF BASIN
IENCE 5 TO 10 OFF \ \\\ IS ALLOW BY ESC
THE T E EMBANKMENT AND ATO ADMINISTRA OR.
TIE INTO THE EMBANKMENT ON
HER SIDE OF THE SPILLWAY S0
WATER FLOW DOES NOT DIV
'AROUND ASIN.
550 / 1 1 \ / BAFFLE
I —
TOPSOIL STOICKPIL,E / / / — / ��
AOPROXIMATE LQCATION / / / / _ _ / �4
MIN. 50' SROM ,ESC MEASI}'(�ES / / / — ' — 1 4t#
/
/
/0R ST'RE/ d5o=0.8'�
PO / _ 1 / / / / / / / X26 La=20'
17
4 \ \ II
---� /// /// // / / // / ///�/ / /530
511
r2 4%K
QCLASS 1 STREAM BUFFER AND NO -Bt ILD ZON
550 100' GRAPHIC SCALA _ 0 100, _
SCALE: 1 "=1-Q0'
1 �
Revision Dates
1-26-17 PER NCDEQ
2-15-17 PER NCDEQ
—21-17 PER COUN
Date: 5-10-17
Z
5,o4
of 23 Sheets
O
Scale: AS NOTED
Designed by: EHB
U
J
D
Drawn by: RIJ
Checked by: EHB
O
Revision Dates
1-26-17 PER NCDEQ
2-15-17 PER NCDEQ
—21-17 PER COUN
Job No. 2377
Drawing No.
Z
5,o4
of 23 Sheets
O
U
J
D
J
O
Nof�
Z
O
N
WLLI
Q
N
W
N
m� Q
W U >
N
<_j
O
F-
Q
w c~i)
J -
W N m
Q
O
N
m
�
U
w
Job No. 2377
Drawing No.
5,o4
of 23 Sheets
Job No. 2377

/ �//I /
\�\
\1\
ay\
\ -_ /
rrci\ \ \ - III
II
/
/
// / �
J/
f - /
I r
LEGEND
D SLOPES > 3:1 MULCHING EXISTING UG FIBER OPTICS LINE
CONSTRUCTION AREA EXISTING ROAD
A---- ---\_-7-4--1---- ------L----------------I– ------ -–---- - \ 1230 EXISTING CONTOURS DISTURBED AREA PROPOSED ROAD –------f-------- T\
-------- y- ------ ----- � DRAINAGE AREA PROPOSED FENCE1230 PROPOSED CONTOURS CENTER LINE CONCRETE PAVING
D + 28.5 PV PROPOSED SPOT ELEVATION SITE BOUNDARY LIGHT PAVEMENT
soo DRAINAGE FLOW —E/T—ELECTRIC/TELEPHONE GRAVELAREA
CONSTRUCTION ENTRANCE ❑ METER/ TRANSFORMER ARRAY FIXED SOLAR PANELS5�0 1DD \ \ \ CONSTRUCTION ROAD STABILIZATION E GUY WIRE ARRAY TRACKING SOLAR PANELS
SILT FENCE EXISTING UTILITY POLE DELINEATED WETLANDS
INLET PROTECTION EXISTING LIGHT POLES 100 YR FLOODPLAIN
/ CULVERT INLET PROTECTION PROPOSED UTILITY POLE---------
Sae' TEMPORARY DIVERSION DIKE TOP OF STREAM BANK
STORM SYSTEM PERENNIAL STREAM -50' MINIMUM CLASS 1 /
B'
\ - UF/
/F - /\
E
R
TEMPORARY FILL DIVERSION o0000o PROPOSED DITCH NO -BUILD SETBACK -CLASS 1-20'/CLASS 2-10'
RIGHT OF WAY DIVERSION EXISTING PROPERTY LINE INTERMITTENT STREAM -30' CLASS 2 BUFFER
SEDIMENT TRAP SETBACK LINE PROPOSED BOUNDARY BUFFER
580 OUTLET PROTECTION EASEMENT LINE PROPOSED ADJACENT NEIGHBOR BUFFER
ROCK CHECK DAMS DISTURBED AREA TEMPORARY CONTRUCTION STAGING
PROPOSED PAD TEMPORARY CONCRETE WASHOUT
510 TOPSOILING
TEMPORARY SEEDING PROPOSED RACK PATH CLEAN WATER DIVERSION DIKE
D— \ 0 PERMANENT SEEDING PROPOSED SERVICE AISLE SILT -LADEN WATER DIVERSION DIKE
7-7— TIME OF CONCENTRATION SEDIMENT BASIN BAFFLE
�— SODDING DITCH LINE
50 i 580
�
5-70
D
0
-A
ArIN
�j
SEDIM�NT BASIN81.
SEE SEDIMENT BASIN TABLE ON
SHEET 5.11 FOR BASIN DETAILS. SEDIMENT BASIN 9. -----------------
INSTALL SILT FENCE 5' TO 10 OFF/ SEE SEDIMENT BASIN TABLE ON ---\
-
/
\/--//–
-\
/ \I-
--�/-_-\
/
\-�/-\
\-
/ / -
ThfE TOE OF THE EMBANKMENT AND/ SHEET 5.11 FOR BASIN DETAILS.' 580
TIE INTO THE EMBANKMENT ON INSTALL SILT FENCE 5 TO 10 OFF
1\1 T"- THETOE OF THE EMBANKMENT ANDEITHER SIDE OF THE SPILLWAY SO TIE INTO THE EMBANKMENT ONTHAT WATER FLOW DOES NOT DIVERT/ EITHER SIDE OF THE SPILLWAY SOAROUND THE BASIN. THAT WATER FLOW DOES NOT DIVERT
AROUND THE BASIN.
II
l�
f
—\
80 \
A/rr rIa rDDITCH SHALL BE 1' DEEP TOPSOLLL ST06KPILE
(MIN), SHAPED, AND PPR XIMLOCATION / T
HAVE 4:1 SIDE SLOPES. / I N.O------------ -�---
LONGITUDINAL SLOPE OF Al (5Q i R 7REAM
LEAST 1%. DETAIL-SH.5.10_ \\ \ \ \ \\e DD DD s
�
-/
-/\—
—
/
/\
I-
-
/J
–
I�
I/
I
'I
1
TS
\�1�550_,- W=29;, ss2 \ j I I I II \ — \\ ,�� /�— /dw=°2'\\ ---
V
\ f e/ Lp=20'
r3 rl 540
550 \\ \
I \
LOLO
I -
S�DIMENT BASIN 7. SB7 /
SEE SEDIMENT/ BASIN TABLE ON
SHEET 5.11 FOR BASIN DETAILS.
INSTALL SILT FENCE 5' TO 10 OFF 1 \ / A I
THE TOE OF THE EMBANKMENT ANDI
TIE INTO THE EMBANKMENT ON 1 \/M
EITHER SIDE OF THE SPILLWAY SO , d5o=0,7' \ I
THAT WATER FI/OW ,DOES NOT DIVERT W=20' \ I
\
/-AROUND TIE )B/ SI I I / La 180 I I
/ 1 I IIII
�
I \ 1 1 1 1/
� I ,_
,
/ 1
//1/OPSO�L STOCKPILE
5
0 _� / �� /APPR XIMATE LOCATION
/� // MI 0' FROM ESC MEASURES
-CR TRE/AM
I I \
--T--- ---------------
--T
------
--------------------
PROPOSED NRSEDIMET BASIN
l I
\ / ) DRAINAGE EASEMENT
APPROX; 40'W X 701
01 ICKPIL\
57 /A OXIkA E\/LOCA 10 \
IN. 01 OMI ES UES /I
rra ORSR
L–1---� /–�– /–----------- �–
rt J_�–�–�J N 00
4. Ln
B M 564
_ —
560
\ \ — I ■ /
_ \
I I I I 1 \\sem---_ /_�\ \ �__--- �� �
\-------' /\W= 2'I / I / I SEDIMENT BASIN 10.
SEE SEDIMENT BASIN TABLE ON
SHEET 5.11 FOR BASIN DETAILS.
GRAPHIC SCALE
100' 0 1,00' I 200 _ _ INSTALL SILT FENCE 5' TO 10 OFF
\ I / \ l( �/ THE TOE OF THE EMBANKMENT AND
/ 1 I
TIE INTO THE EMBANKMENT ON
SCALE: 11`=100' I I / \ / 1 / / / EITHER SIDE OF THE SPILLWAY SO
THAT WATER FLOW DOES NOT DIVERT
I ( / ,� 1 �I / / AROUND THE BASIN.
Ovo�P�, 00
Q
=U:0 W qt_
:w 0 1�r Co: 2 =
Revision Dates
1-26-17 PER NCDEQ
2-15-17 PER NCDEQ
Date: 5-10-17
Z
5,o5
of 23 Sheets
0
Scale: AS NOTED
Designed by: EHB
U
J
Drawn by: RIJ
Checked by: EHB
O
Ovo�P�, 00
Q
=U:0 W qt_
:w 0 1�r Co: 2 =
Revision Dates
1-26-17 PER NCDEQ
2-15-17 PER NCDEQ
[Job No. 2377
Drawing No.
Z
5,o5
of 23 Sheets
0
U
J
O
0
0
Z
of o
N
WLL,
Q
N
W
m=Q
Ir-
WUU >
r%f•
U
J
Q
J 0
Q
m w c~i)
J —
LLI
W N m
a
o
N
m
U
�
U
V)
W
[Job No. 2377
Drawing No.
5,o5
of 23 Sheets
[Job No. 2377

TEMPORARY SEEDING
`f/ PROPOSED SERVICE AISLE ® SILT -LADEN WATER DIVERSION DIKE
�- _�
Ps PERMANENT SEEDING_\�-�_
�J\\ /< O TIME OF CONCENTRATION SEDIMENT BASIN BAFFLE
SODDING
DITCH LINE \ \ \ \ \ \ \
4 —/,/'////' �!� �'J�\\\ J / /—_ SEDIMENT BASIN 5. 570,
// / / / \ \\ / � SEE SEDIMENT BASIN TABLE ON \
LO d5o=0.7 — SHEET 5.11 FOR BASIN DETAILS. \ \� -� \ \ / I \_
W=23 ; r\ // ,/ / // /// J / (`�� �� INSTALL SILT FENCE 5' TO 10 OFF �\� \ \ \ \ `--/ /� \1 � ���\ \ \ \\\\
®La=20 I / / / /1�\� I �/ THE TOE OF THE EMBANKMENT AND
TIE INTO THE EMBANKMENT ON \ /� \ \ \ \ I _ /7-
EITHER SIDE OF THE SPILLWAY SO
__ THAT WATER FLOW DOES NOT DIVERT \ \ \ I — \ ♦ / / \ _ �� -
�\ \ D\, d5o=0.7' // /j j/'�� /—\\ Nl /—��\ �\ // �/ /_` AROUND THE BASIN. /� / \ \ \_ \\� \�
7 C
/
I
\ -a=25' . � // /// // � / ` 550-
542
50 542 �2 S3 // ��-1-- --'\ \ \ \ J \) J J / ��` \\\ \ I \ \ ,/ \ \ \ \ \\ \\\,_i / �/ / ♦ ♦ \I \ \\ \`\���-- \
\\�58a`_ ♦
IF
SEDIMENT BASIN 4.
SEE SEDIMENT BASIN TABLE ON
16\ .
D 1 \ I I �\ 1 1 1 DD __1111—
/ SHEET 5.11 FOR BASIN DETAILS.
INSTALL SILT FENCE 5 TO 10 OFF \
THE TOE OF THE EMBANKMENT AND \ / / \ \ I I I / dW_24
TIE INTO THE EMBANKMENT ON 1 \ I I I La -21'-
/ EITHER SIDE OF THE SPILLWAY SO
5\42THAT WATER FLOW DOES NOT DIVERT AirARO ND THE BASIN.
_
d55==
o.7
' —
T ==--- ---� a20.
La=
20' o
510 \-------------
'� ----�__----\ ----\ - - - - - - -
I
\\
rayI— \ / \ I � �� \ \\\/ \ 11 I ,� \\`--- \\\\ _ \,
I I \ \ /' /� I I I I D 5�6♦ \\�/� �I / )// I\ / \`-- �\ \ \ \—\ \ \ _/ -- i//� _ \\ DD\
\ / 1 TOPSOIL ST( CKP�ILE I I \ I \ — — \ \ 1 TOP tE=
APPROXIMATE LO�ATI N I / / ' \ I l I I 1 A�PPR0,4M cTZ_-=.6..,+ _ _ _ — \
MIN. 50' FROM SC 'M UR,ES/ / / / / \ \\` = \ J �/ /1I I 1 ,�' —--�\\\\ \ �/\ M� 30°-�C—KE�aRS--
\ / / / -� \ \ - N / -- 542
/ / / / / / \ \ I / 5�0 — \ \ \ \ \ I R _') RLAM 0 \ \ \ S
/ I /
OR // / \\�\II / 1I \ /
/ -- �\ \ `\_' \ \ \ \ \ I //i'/� --- \ —_ \ \' • \ I� c
1/ / / /SEDIMENT B 1 6.
SEE �EDPMENT BASIN T LE
SHEET 5.11 FOR BASIN ETAI LS.
INSTALL SILT FENCE 5 T 10
�TIJE TOE OF THE EMBAN MEN T AND / / I I I I I I I\ \ 1\ / / // \ \ \\ \/ \ I \ I 1 ) / / // / / / / / / \ \ I 2
TIE INTO THE EMBA NT ON / I I \ \ \ \ / / / / — \ \ \ \ I I / / ( / / / / / / / SEDIM NT I BASIN
/ / / \ \ \ \ \ I I I I I I I / / / / / / / E /SEDIMENT BA IN LABILE 6N
�-- f-- t�ti�1=1�R SIDE OF THE SPILLWAY SO / / � \ \ \ \ / / \ � \ / I �
_7 ` / / I I / / \ I I I I _S EE1T__5.1_1__FO_R_ _A_SIPV__D,ET_AIL_S. /_ /
-�-�--/T-HAT WATER FLOW DOES NOT DIVERT / / / \ \ y _ l L 1__ �___ �___ L_____ l _l_�_ �_ 4-L_,� f l /
/ - AROUND THE BASIN. / / I I 1' / I \ �- I- / /------- \ 1______--------- r-�-/ - I-7 I S ALLT SILT FENCE 5' Tf0 /10 �FF t T - / 7
/ / / /------------ --- I- l I J_ /
/ \ / / / I I \ D I -I---------/--------- -J-- I- - --/-- TQE\�TRE I RN7 -/;Nlq f-- - f
_ —/ / / I III I \ / l / I
------ '-7' / / / I I ! / I / \ 1/ 1TIE )INTO THE EMB'ANKtMEI�T/ N----------//////II/1 I / / / ` / / EITHER SIDE OF THE SP1LLV�AYS(� , / \ I o I II \ / I \rn4y/ I / 1 / / / / / TI�AT WATERFCOW DOES NOT D'GE T/JAROUND TFiE A IW///
\\\\ Array/ I ► I III II III
I \ \ \ \ \\ I
60--
f
0�f / / I 1 // I/ \ 1 500
_ D 1 /
DD / / -------/-----Z--,/ -- /-------------------
_/
/ / / / / _ — —sso _ / / 1 I I I / / I - �----- �- \ ---- -- I------, -----�------\------------------------- ��1� ��---- /
rr �-
\ l 10RAPHIC_ ,�"�'A l // // /�/ // // / //�/ �� %� _;----' `\ / 1 I \ 1 I / / I / // I✓ /�------� -- -- / / �`� j/ // \\ I / /—/ / I
\ 100' / / 100' #0 200' / / / / // / /''i -----\
\ I I I I SCALE:/'11100'\\ \\ \ \\_/. \ 1 I I I \� / I, / \ I // / / / rr _ \ \ 1 /—\ \ / a 1 \ 1 \
,576
/ / \ \A-
1 I 1
\ ir \19 / / / / \ \ \ I 1
�ay I l ,/ /' /,At/ / /i / \ `\ I II I \ / II, ''' ` l l l / / / / /' \ \ 1 I I I I I I / / / I ► I 1 1 / // //
sea — / / 1 _ \ \58660/0
---1 -� ! - 1----- -- ---- -- -- --- -----
--- ' l
\ -- --
silo \ 1 \ \ \ \ \ \
/ D \ \ \ \ \
rr\ay
570 IX
/—
I CD `\ I I \ \\ \\ �' // \\ \\ \ \\\\\\\\\\� II
\ rI rra rr�r\ \ rra\I I r117
Date: 5-10-17
Z
5,o6
of 23 Sheets
LEGEND
O
Scale: AS NOTED
SLOPES > 3:1
Mu
MULCHING
EXISTING UG FIBER OPTICS LINE
Drawn by: RIJ
CONSTRUCTION AREA
__------- EXISTING ROAD
Checked by: EHB
H
> o
0
0 mo
DISTURBED AREA
Z
of
1230
EXISTING CONTOURS
PROPOSED ROAD
N
W
N
m� Q
wv�>
Q
DRAINAGE AREA
U �_
Q _
J 0
1230
PROPOSED CONTOURS
Q
CENTER LINE
�� PROPOSED FENCE
LLJ
W N m
+ 28.5 PV
PROPOSED SPOT ELEVATION
o
SITE BOUNDARY
0 CONCRETE PAVING
N
m
LIGHT PAVEMENT
U
�
DRAINAGE FLOW
—E/T—
ELECTRIC/TELEPHONE
N
W
® GRAVEL AREA
cE
CONSTRUCTION ENTRANCE
❑E
METER/ TRANSFORMER
ARRAY FIXED SOLAR PANELS
cRs
CONSTRUCTION ROAD STABILIZATION
E
GUY WIRE
ARRAY TRACKING SOLAR PANELS
sF
SILT FENCE
0
EXISTING UTILITY POLE
DELINEATED WETLANDS
iP
INLET PROTECTION
c
EXISTING LIGHT POLES
100 YR FLOODPLAIN
ciP
CULVERT INLET PROTECTION
jc�
PROPOSED UTILITY POLE
--------- TOP OF STREAM BANK
/
TEMPORARY DIVERSION DIKE
@—
STORM SYSTEM
PERENNIAL STREAM -50' MINIMUM CLASS 1 BUFFER
\
TEMPORARY FILL DIVERSION
00000
PROPOSED DITCH
= = = = = NO -BUILD SETBACK -CLASS 1-20'/CLASS 2-10'
\ \ \
\ \\\\ \ \ \
RWD
RIGHT OF WAY DIVERSION
— -
EXISTING PROPERTY LINE
INTERMITTENT STREAM -30' CLASS 2 BUFFER
SEDIMENT TRAP
- - -
SETBACK LINE
- - - - - PROPOSED BOUNDARY BUFFER
OUTLET PROTECTION
— - —
EASEMENT LINE
PROPOSED ADJACENT NEIGHBOR BUFFER
TEMPORARY CONTRUCTION STAGING
ROCK CHECK DAMS
---------
DISTURBED AREA
To
TOPSOILING
PROPOSED PAD
TEMPORARY CONCRETE WASHOUT
PROPOSED RACK PATH
® CLEAN WATER DIVERSION DIKE
TEMPORARY SEEDING
`f/ PROPOSED SERVICE AISLE ® SILT -LADEN WATER DIVERSION DIKE
�- _�
Ps PERMANENT SEEDING_\�-�_
�J\\ /< O TIME OF CONCENTRATION SEDIMENT BASIN BAFFLE
SODDING
DITCH LINE \ \ \ \ \ \ \
4 —/,/'////' �!� �'J�\\\ J / /—_ SEDIMENT BASIN 5. 570,
// / / / \ \\ / � SEE SEDIMENT BASIN TABLE ON \
LO d5o=0.7 — SHEET 5.11 FOR BASIN DETAILS. \ \� -� \ \ / I \_
W=23 ; r\ // ,/ / // /// J / (`�� �� INSTALL SILT FENCE 5' TO 10 OFF �\� \ \ \ \ `--/ /� \1 � ���\ \ \ \\\\
®La=20 I / / / /1�\� I �/ THE TOE OF THE EMBANKMENT AND
TIE INTO THE EMBANKMENT ON \ /� \ \ \ \ I _ /7-
EITHER SIDE OF THE SPILLWAY SO
__ THAT WATER FLOW DOES NOT DIVERT \ \ \ I — \ ♦ / / \ _ �� -
�\ \ D\, d5o=0.7' // /j j/'�� /—\\ Nl /—��\ �\ // �/ /_` AROUND THE BASIN. /� / \ \ \_ \\� \�
7 C
/
I
\ -a=25' . � // /// // � / ` 550-
542
50 542 �2 S3 // ��-1-- --'\ \ \ \ J \) J J / ��` \\\ \ I \ \ ,/ \ \ \ \ \\ \\\,_i / �/ / ♦ ♦ \I \ \\ \`\���-- \
\\�58a`_ ♦
IF
SEDIMENT BASIN 4.
SEE SEDIMENT BASIN TABLE ON
16\ .
D 1 \ I I �\ 1 1 1 DD __1111—
/ SHEET 5.11 FOR BASIN DETAILS.
INSTALL SILT FENCE 5 TO 10 OFF \
THE TOE OF THE EMBANKMENT AND \ / / \ \ I I I / dW_24
TIE INTO THE EMBANKMENT ON 1 \ I I I La -21'-
/ EITHER SIDE OF THE SPILLWAY SO
5\42THAT WATER FLOW DOES NOT DIVERT AirARO ND THE BASIN.
_
d55==
o.7
' —
T ==--- ---� a20.
La=
20' o
510 \-------------
'� ----�__----\ ----\ - - - - - - -
I
\\
rayI— \ / \ I � �� \ \\\/ \ 11 I ,� \\`--- \\\\ _ \,
I I \ \ /' /� I I I I D 5�6♦ \\�/� �I / )// I\ / \`-- �\ \ \ \—\ \ \ _/ -- i//� _ \\ DD\
\ / 1 TOPSOIL ST( CKP�ILE I I \ I \ — — \ \ 1 TOP tE=
APPROXIMATE LO�ATI N I / / ' \ I l I I 1 A�PPR0,4M cTZ_-=.6..,+ _ _ _ — \
MIN. 50' FROM SC 'M UR,ES/ / / / / \ \\` = \ J �/ /1I I 1 ,�' —--�\\\\ \ �/\ M� 30°-�C—KE�aRS--
\ / / / -� \ \ - N / -- 542
/ / / / / / \ \ I / 5�0 — \ \ \ \ \ I R _') RLAM 0 \ \ \ S
/ I /
OR // / \\�\II / 1I \ /
/ -- �\ \ `\_' \ \ \ \ \ I //i'/� --- \ —_ \ \' • \ I� c
1/ / / /SEDIMENT B 1 6.
SEE �EDPMENT BASIN T LE
SHEET 5.11 FOR BASIN ETAI LS.
INSTALL SILT FENCE 5 T 10
�TIJE TOE OF THE EMBAN MEN T AND / / I I I I I I I\ \ 1\ / / // \ \ \\ \/ \ I \ I 1 ) / / // / / / / / / \ \ I 2
TIE INTO THE EMBA NT ON / I I \ \ \ \ / / / / — \ \ \ \ I I / / ( / / / / / / / SEDIM NT I BASIN
/ / / \ \ \ \ \ I I I I I I I / / / / / / / E /SEDIMENT BA IN LABILE 6N
�-- f-- t�ti�1=1�R SIDE OF THE SPILLWAY SO / / � \ \ \ \ / / \ � \ / I �
_7 ` / / I I / / \ I I I I _S EE1T__5.1_1__FO_R_ _A_SIPV__D,ET_AIL_S. /_ /
-�-�--/T-HAT WATER FLOW DOES NOT DIVERT / / / \ \ y _ l L 1__ �___ �___ L_____ l _l_�_ �_ 4-L_,� f l /
/ - AROUND THE BASIN. / / I I 1' / I \ �- I- / /------- \ 1______--------- r-�-/ - I-7 I S ALLT SILT FENCE 5' Tf0 /10 �FF t T - / 7
/ / / /------------ --- I- l I J_ /
/ \ / / / I I \ D I -I---------/--------- -J-- I- - --/-- TQE\�TRE I RN7 -/;Nlq f-- - f
_ —/ / / I III I \ / l / I
------ '-7' / / / I I ! / I / \ 1/ 1TIE )INTO THE EMB'ANKtMEI�T/ N----------//////II/1 I / / / ` / / EITHER SIDE OF THE SP1LLV�AYS(� , / \ I o I II \ / I \rn4y/ I / 1 / / / / / TI�AT WATERFCOW DOES NOT D'GE T/JAROUND TFiE A IW///
\\\\ Array/ I ► I III II III
I \ \ \ \ \\ I
60--
f
0�f / / I 1 // I/ \ 1 500
_ D 1 /
DD / / -------/-----Z--,/ -- /-------------------
_/
/ / / / / _ — —sso _ / / 1 I I I / / I - �----- �- \ ---- -- I------, -----�------\------------------------- ��1� ��---- /
rr �-
\ l 10RAPHIC_ ,�"�'A l // // /�/ // // / //�/ �� %� _;----' `\ / 1 I \ 1 I / / I / // I✓ /�------� -- -- / / �`� j/ // \\ I / /—/ / I
\ 100' / / 100' #0 200' / / / / // / /''i -----\
\ I I I I SCALE:/'11100'\\ \\ \ \\_/. \ 1 I I I \� / I, / \ I // / / / rr _ \ \ 1 /—\ \ / a 1 \ 1 \
,576
/ / \ \A-
1 I 1
\ ir \19 / / / / \ \ \ I 1
�ay I l ,/ /' /,At/ / /i / \ `\ I II I \ / II, ''' ` l l l / / / / /' \ \ 1 I I I I I I / / / I ► I 1 1 / // //
sea — / / 1 _ \ \58660/0
---1 -� ! - 1----- -- ---- -- -- --- -----
--- ' l
\ -- --
silo \ 1 \ \ \ \ \ \
/ D \ \ \ \ \
rr\ay
570 IX
/—
I CD `\ I I \ \\ \\ �' // \\ \\ \ \\\\\\\\\\� II
\ rI rra rr�r\ \ rra\I I r117
0.
Dvo�P�,
�
_ -_
^Q•CA Q,—A z:CO
=V:cn w� _
= :w cn 0; X
Revision Dates
1-26-17 PER NCDEQ
2-15-17 PER NCDEQ
Date: 5-10-17
Z
5,o6
of 23 Sheets
O
Scale: AS NOTED
Designed by: EHB
U
J
Drawn by: RIJ
Checked by: EHB
H
> o
0.
Dvo�P�,
�
_ -_
^Q•CA Q,—A z:CO
=V:cn w� _
= :w cn 0; X
Revision Dates
1-26-17 PER NCDEQ
2-15-17 PER NCDEQ
[Job No. 2377
Drawing No.
Z
5,o6
of 23 Sheets
O
U
J
H
> o
0
0 mo
Z
of
N
WLL,
Q
N
W
N
m� Q
wv�>
•
U �_
Q _
J 0
Q
F- Lw c~i)
J -
LLJ
W N m
Q
o
N
m
U
�
U
N
W
[Job No. 2377
Drawing No.
5,o6
of 23 Sheets
[Job No. 2377

I /—
4\/9 /
_ \ Att,
\1
�
1 \ \
Ike,
/ I
0
/
_
1 \
-----------------------------I---------------------------------------
-----------------------------------1- ------------
--------------- -----
—
580—
\ ' \
TOPS
L— STOCKPILE/
/ — AP-PR-0-XIMATE LOCATION
— — MIN. 50' FROM ESC MEASURE9l
rr(sy 22._1 OF_ S-TREAM /
_
— ------------- --------------------------------------
\ \ \ 57\0 \
\ I
\ \\ \ r r\,a
_ _ I
LEGEND
Z
SLOPES > 3:1
Mu
MULCHING
EXISTING UG FIBER OPTICS LINE
-W----
/
CONSTRUCTION AREA
-- EXISTING ROAD
Designed by: EHB
U
J
DISTURBED AREA
1230
EXISTING CONTOURS
PROPOSED ROAD
Q
DRAINAGE AREA
o
1230
PROPOSED CONTOURS
(n
CENTER LINE
�� PROPOSED FENCE
+ 28.5 PV
PROPOSED SPOT ELEVATION
of
SITE BOUNDARY
CONCRETE PAVING
O
ILL] LLI
LIGHT PAVEMENT
�Q N
W
m�Q
DRAINAGE FLOW
—E/T—
ELECTRIC/TELEPHONE
LL1 U >
Q = J
® GRAVEL AREA
cE
CONSTRUCTION ENTRANCE
❑E
METER/ TRANSFORMER
ARRAY FIXED SOLAR PANELS
cRs
CONSTRUCTION ROAD STABILIZATION
C
GUY WIRE
I ARRAY TRACKING SOLAR PANELS
sF
SILT FENCE
EXISTING UTILITY POLE
DELINEATED WETLANDS
iP
INLET PROTECTION
t
EXISTING LIGHT POLES
100 YR FLOODPLAIN
ciP
CULVERT INLET PROTECTION
jCI[
PROPOSED UTILITY POLE
--------- TOP OF STREAM BANK
DD
TEMPORARY DIVERSION DIKE
0—
STORM SYSTEM
— — — — — PERENNIAL STREAM -50' MINIMUM CLASS 1 BUFFER
FD
TEMPORARY FILL DIVERSION
000000
PROPOSED DITCH
— — — — — NO—BUILD SETBACK—CLASS 1-20'/CLASS 2-10'
Rw°
RIGHT OF WAY DIVERSION
— — —
EXISTING PROPERTY LINE
INTERMITTENT STREAM -30' CLASS 2 BUFFER
sT
SEDIMENT TRAP
— — —
SETBACK LINE
PROPOSED BOUNDARY BUFFER
oP
OUTLET PROTECTION
— —
EASEMENT LINE
PROPOSED ADJACENT NEIGHBOR BUFFER
co
ROCK CHECK DAMS
---------
DISTURBED AREA
TEMPORARY CONTRUCTION STAGING
to
TOPSOILING
PROPOSED PAD
TEMPORARY CONCRETE WASHOUT
Ts
TEMPORARY SEEDING
PROPOSED RACK PATH
® CLEAN WATER DIVERSION DIKE
PROPOSED SERVICE AISLE
® SILT—LADEN WATER DIVERSION DIKE
Ps
PERMANENT SEEDING
—� —►
TIME OF CONCENTRATION
SEDIMENT BASIN BAFFLE
so
SODDING
DITCH LINE
I /—
4\/9 /
_ \ Att,
\1
�
1 \ \
Ike,
/ I
0
/
_
1 \
-----------------------------I---------------------------------------
-----------------------------------1- ------------
--------------- -----
—
580—
\ ' \
TOPS
L— STOCKPILE/
/ — AP-PR-0-XIMATE LOCATION
— — MIN. 50' FROM ESC MEASURE9l
rr(sy 22._1 OF_ S-TREAM /
_
— ------------- --------------------------------------
\ \ \ 57\0 \
\ I
\ \\ \ r r\,a
_ _ I
/590/ / I
GRAPHIC SCALE
100' 0 100' 200'
I I SCALE: 1 "=100'
Date: 5-10-17
Z
5,o7
of 23 Sheets
0
Scale: AS NOTED
/
Designed by: EHB
U
J
77
[Checked by: EHB
H
o
(n
0 rn
/590/ / I
GRAPHIC SCALE
100' 0 100' 200'
I I SCALE: 1 "=100'
Ovo3�, 00 _j N
d% v�
Q '—' z: M
Ld _
Revision Dates
1-26-17 PER NCDEQ
2-15-17 PER NCDEQ
Date: 5-10-17
Z
5,o7
of 23 Sheets
0
Scale: AS NOTED
Designed by: EHB
U
J
Drawn by: RIJ
[Checked by: EHB
H
o
Ovo3�, 00 _j N
d% v�
Q '—' z: M
Ld _
Revision Dates
1-26-17 PER NCDEQ
2-15-17 PER NCDEQ
[Job No. 2377
Drawing No.
Z
5,o7
of 23 Sheets
0
U
J
H
o
(n
0 rn
Z
of
O
ILL] LLI
�Q N
W
m�Q
N
LL1 U >
Q = J
J 0
Q
F— w V)
J —
LLJ
W N m
Q
8
N
m
�
U
V)
W
[Job No. 2377
Drawing No.
5,o7
of 23 Sheets
[Job No. 2377

' — LEGEND
SLOPES > 3:1 EXISTING UG FIBER OPTICS LINE
MULCHING --------_
CONSTRUCTION AREA � � DISTURBED AREA EXISTING ROAD
1230 - - - \ EXISTING CONTOURS PROPOSED ROAD
DRAINAGE AREA --- PROPOSED FENCE
F12-3-0-1 PROPOSED CONTOURS CENTER LINE
+ 28.5 PV PROPOSED SPOT ELEVATION O CONCRETE PAVING
SITE BOUNDARY
LIGHT PAVEMENT
/ DRAINAGE FLOW -E/T- ELECTRIC/TELEPHONE
' / 1 \ \ \ \ \ ✓ \ \ I I // / / // / / � 0CONSTRUCTION ENTRANCE ❑E METER/ TRANSFORMER n® GRAVEL AREA
ELS
J / I \ \I / / / / / / cRs CONSTRUCTION ROAD STABILIZATION C GUY WIRE ARRAY
O TRACKING SOLARFIXED SOLAR PANELSSILT FENCE EXISTING UTILITY POLE
6e0 / /// / / I / \ \ ( O DELINEATED WETLANDS
I ` \\ \\ \ \\\ \ l iP INLET PROTECTION t EXISTING LIGHT POLES 100 YR FLOODPLAIN
CULVERT INLET PROTECTION PROPOSED UTILITY POLE --------- TOP OF STREAM BANK
TEMPORARY DIVERSION DIKE-50'STORM SYSTEM - - - - - PERENNIAL STREAM MINIMUM CLASS 1 BUFFER
TEMPORARY FILL DIVERSION o0000o PROPOSED DITCH - - - - - NO -BUILD SETBACK -CLASS 1-20'/CLASS 2-10'
RIGHT OF WAY DIVERSION - - EXISTING PROPERTY LINE INTERMITTENT STREAM -30' CLASS 2 BUFFER
SEDIMENT TRAP - - - SETBACK LINE - - - PROPOSED BOUNDARY BUFFER
OUTLET PROTECTION - - - EASEMENT LINE PROPOSED ADJACENT NEIGHBOR BUFFER
---------
ROCK CHECK DAMS DISTURBED AREA TEMPORARY CONTRUCTION STAGING
`pD �I I 0 / / / / / I I I \ �_�� _ To TOPSOILING PROPOSED PAD TEMPORARY CONCRETE WASHOUT
J'========= PROPOSED RACK PATH ® CLEAN WATER DIVERSION DIKE
/ \ \ Ts TEMPORARY SEEDING PROPOSED SERVICE AISLE ® SILT -LADEN WATER DIVERSION DIKE
/ / / \ \ _ � - - - � � Ps PERMANENT SEEDING
TIME OF CONCENTRATION SEDIMENT BASIN BAFFLE
SODDING
DITCH LINE
610
1 Ir / // /---5s�—/ / i/---- / / / // / �' / /
\ / / ---�/ / / �/ / �. / / / / , 2 SEDIMENT BASIN 1.
SEE SEDIMENT BASIN TABLE ON
SHEET 5.11 FOR BASIN DETAILS.
INSTALL SILT FENCE 5 TO 10 OFF
THE TOE OF THE EMBANKMENT AND
TIE INTO THE EMBANKMENT ON
EITHER SIDE OF THE SPILLWAY SO
THAT WATER FLOW DOES NOT DIVERT
AROUND THE BASIN.
r
\ ( \
�—
/ —
deo=0.8
W=21'
sets / / / / / / / j / \ \ I I / I J / La -19'
0 1 L ST02KPILE
)WATE
LOC TT N
FROM E�CM A5U_R
ES\
sv
Ar/ 3
bR ST M v /
— _
_-5M- IN
-----1 --L --- ---= J-----
------�--
Ar
\
\ Array 5
\\
/ •. / / / // \\ \ I \ -- \ \� �������� 1\ (/ \ \�_`\`� \) I\ —TaPSOtt STOCkC15ILE /• ` / / / /J /
q�PPROXIMATE LOCATION / • I, I / / / /
MI.?V. 50/ FROM ESC MEASURES---
00
EASURES/
saw,
500
-550--
DD
57y \\� \ \ \ \ \ / / / B �' i 2 S1 DIMENT BASIN 2.
\ \ l I �F-�, \ �\ / / / / SEE SEDIMENT BASIN TABLE ON
\ \ / \\ \ \ \ \ \ \\ \ / — _ --SHEET 5.11 FOR BASIN DETAILS.
� / J /' INSTALL SILT FENCE 5' TO 10 OFF
THE TOE OF THE EMBANKMENT AND
deo=0.5' TIE INTO THE EMBANKMENT ON
W= _ _ EITHER SIDE OF THE SPILLWAY SO
/� / _ \ \ \ \— I \ ♦ ` / / \ �\ \ \'� \ �� THAT WATER FLOW DOES NOT DIVERT
La=1 1' - - -'
AROUND THE BASIN.
77 Aft
ate
`
GRAPHIC SCALE / \ \ , \� _ — _ _ — — — —'' _ \\ // /�♦
100' 0 100' 200, / I \ \ I ___-�- // \ \ / // `/
06
530
-- SCALE: 1'_100' -- -- ----/��� ��� \��_-� N.N. r■DID
=T' I NEW edoPp-
■•����„�„ „�,,,��� � � •� / I ) �� I \�` � � � / � // � /
Revision Dates
1-26-17 PER NCDEQ
2-15-17 PER NCDEQ
Date: 5-10-17
Z
5,o8
of 23 Sheets
O
Scale: AS NOTED
Designed by: EHB
U
J
Drawn by: RIJ
Checked by: EHB
O
Revision Dates
1-26-17 PER NCDEQ
2-15-17 PER NCDEQ
[Job No. 2377
Drawing No.
Z
5,o8
of 23 Sheets
O
U
J
O
Nof�
Z
O
WN
�Q �
N
W
m= Q
W UU >
Q= J
J O
F -W
Q
J -
LLI
W N m
a
o
N
m
�
U
V)
W
[Job No. 2377
Drawing No.
5,o8
of 23 Sheets
[Job No. 2377

A0
2377 - McBride Place Energy, LLC
Erosion and Sediment Control Narrative
Project Description
The purpose of this project is the development of a 75 MW (AC) Solar Farm located on 652± acres in
Cabarrus County, North Carolina near the intersection of US Route 601 and Mt. Pleasant Road South.
Construction will include installation of nearly 2,660 ground -mounted solar racks, a solar PV breaker panel
connected to a Union Power substation on Mt. Pleasant Road, approximately 2.1 miles north of its
intersection with Route 601.
A total of 484.7± acres will be disturbed during construction.
Existing Site Conditions
The site is undeveloped, cleared land that is bisected in the southern quarter by Bost Creek. It is relatively
flat with rolling knolls. Elevations range from 490' in the southeast to 590' in the northwest (separated by
a distance of 1.2 miles). There is a wetland area on the site - 2.87± acres. The Bost Creek 100 -year flood
plain encompasses approximately 8.28± acres.
Adjacent Property
The property is bounded primarily by CR (Countryside Residential) zoning. To the east are six Agricultural
parcels. See the list of Adjacent
P 1 Properties in the Site Plans.
Offsite Area
An off-site borrow and waste required for this project must come from a site with an approved erosion
Y q p 1 PP
control Ian a site regulated under the Mining Act of 1971 or a landfill regulated b the Division of Solid
p, 9 9 9 Y
Waste Management. Trash/debris from demolition activities or generated by any activities on site must be
disposed of at a facility regulated b the Division of Solid Waste Management or per Division of Solid
p Y 9 Y 9
Waste Management or Division of Water Resources rules and regulations. [15A NCAC 4B .01101
iei1719
The primary soil in the project area is mapped as Misenheimer channery silt loam (nearly 2/3 of the site) on
04%D slopes. The Misenheimer series consists of shallow, moderately well drained, and somewhat poorly
drained, moderately rapidly permeable soils that formed in residuum weathered from fine-grained
metavolcanic rock. During wet seasons these soils have perched water tables.
Secondary soil is mapped as Badin channery silt loam (approximately 15% of the site) on 5-15%O slopes.
The Badin series consists of moderately deep, well drained, moderately permeable soils that formed in
residuum weathered from fine-grained metasedimentary and metavolcanic rocks of the Carolina Slate Belt.
1�Page
2377 - McBride Place Energy, LLC
Another secondary soil is mapped as Kirksey silt loam (10%D of the site) on 1-6%D slopes. The Kirksey series
consists of deep, moderately well drained, moderately slowly permeable soils that formed in material mostly
weathered from Carolina slate of the Piedmont Uplands.
The remaining four soil types range from 0.7 to 5.6%D of the site on slopes ranging 0-15%D.
78%D of the soil types also are classified with channery soils. Channery soil is, by volume, more than 15
percent thin, flat fragments of sandstone, shale, slate, limestone, or schist as much as 6 inches along the
longest axis. A single piece is called a channer. The presence of channery soil increases the permeability
and thus reduces the runoff characteristics.
See Soil Map in Appendix
Critical Erosion Areas
Critical erosion areas include but are not limited to slopes exceeding 3:1 in grade. There are three areas
exceeding 3:1 within construction areas as shown on the plans (Sheet 5.0).
Erosion and Sediment Control Measures
Unless otherwise indicated, all vegetative and structural erosion and sediment control practices shall be
constructed and maintained accordingto existing minimum standards and specifications of North Carolina
g
Department of Environment and Natural Resources Erosion and Sediment Control Regulations, latest
edition.
Structural Practices
1. Construction Entrance
Temporary construction entrances shall be installed as shown on the Ian in five locations. Construction
p Y P
entrance must contain at least 2 -3 -inch stone and be maintained in a condition that willrevent tracking or
P 9
direct flow of mud onto streets. Periodic to dressin with stone will be necessary. Install water bars ditch
topdressing Y
diversions or other suitable measures so that stormwater does not leave the limits of disturbance through the
construction entrances, as needed. [G.S. 113A-57(3), 15A NCAC 4B .0105]
2Page
2377 - McBride Place Energy, LLC 2377 - McBride Place Energy, LLC
4. Temporary Sediment Trap
A temporary sediment trap shall be constructed as shown on the plans. It shall be constructed such that all
site runoff shall concentrate in the sediment trap before leaving the site.
12"min. of NLDOT #5
5
CTOSS-$eC110n or #5]washed store - - min- --------
y.
}_. ......... 4 5' mi
3
3600 cu ft/acre
i
1.? Alter Tr 1
fabric
Dezigr settled ZS• Ovarfi ll6"for
P 1 Plan View :e
menf
a 1
P
7_iati d"below
____ ______ 5 __________ __ yI atl^Ui9A Idam I.pof
IT ___________ Natural
ppII11 rc, bround
fue�i�
TEMPORARY SEDIMENT TRAP
NTS
Temporary Sediment Trap Construction
1. Clear, grub, and strip the area under the embankment of all vegetation and root mat. Remove all surface
soil containing high amounts of organic matter, and stockpile or dispose of it properly. Haul all objectionable
material to the designated disposal area.
2. Ensure that fill material for the embankment is free of roots, woody vegetation, organic matter, and other
objectionable material. Place the fill in lifts not to exceed 9 inches, and machine compact it. Over fill the
embankment 6 inches to allow for settlement.
3. Construct the outlet section in the embankment. Protect the connection between the riprap and the soil
from piping by using filter fabric or a keyway cutoff trench between the riprap structure and soil.
• Place the filter fabric between the riprap and the soil. Extend the fabric across the spillway foundation
and sides to the top of the dam; or
• Excavate a keyway trench along the center line of the spillway foundation extending up the sides to the
height of the dam. The trench should be at least 2 feet deep and 2 feet wide with 1:1 side slopes.
4. Clear the pond area below the elevation of the crest of the spillway to facilitate sediment cleanout.
5. All cut and fill slopes should be 2:1 or flatter.
6. Ensure that the stone (drainage) section of the embankment has a minimum bottom width of 3 feet and
maximum side slopes of 1:1 that extend to the bottom of the spillway section.
7. Construct the minimum finished stone spillway bottom width, as shown on the plans, with 2:1 side slopes
extendingto the to of the over filled embankment. Kee the thickness of the sides of the spillway outlet
P P P Y
structure at a minimum of 21 inches. The weir must be level and constructed to grade to assure design
capacity.
6Page
8. Material used in the stone section should be a well -graded mixture of stone WIafminches (class
B erosion control stone is recommended) and a maximum stone size of 14 inches. The stone may be machine
placed and the smaller stones worked into the voids of the larger stones. The stone should be hard, angular, and
highly weather -resistant.
9. Discharge inlet water into the basin in a manner to prevent erosion. Use temporary slope drains or
diversions with outlet protection to divert sediment- laden water to the upper end of the pool area to improve
basin trap efficiency (References: Runoff Control Measures and Outlet Protection).
10. Ensure that the stone spillway outlet section extends downstream past the toe of the embankment until
stable conditions are reached and outlet velocity is acceptable for the receiving stream. Keep the edges of the
stone outlet section flush with the surrounding ground, and shape the center to confine the outflow stream
(References: Outlet Protection).
11. Direct emergency bypass to natural, stable areas. Locate bypass outlets so that flow will not damage the
embankment.
12. Stabilize the embankment and all disturbed areas above the sedimentool and downstream from the trap
P
immediately after construction (References: Surface Stabilization).
13. Show the distance from the top of the spillway to the sediment cleanout level (1/2 the design depth) on
the plans and mark it in the field.
14. Install porous baffles as specified in Practice 6.65, Porous Baffles
15. Sediment basins shall be stabilized immediately after installation.
Maintenance
Inspect temporary sediment traps at least weekly and after each significant ('/2 inch or greater) rainfall event
and repair immediately. Remove sediment, and restore the trap to its original dimensions when the sediment
has accumulated to one-half the design depth of the trap. Place the sediment that is removed in the
designated disposal area, and replace the part of the gravel facing that is impaired by sediment.
Check the structure for damage from erosion or piping. Periodically check the depth of the spillway to
ensure it is a minimum of 1.5 feet below the low point of the embankment. Immediately fill any settlement
of the embankment to slightly above design grade. Any riprap displaced from the spillway must be
replaced immediately.
After all sediment -producing areas have been permanently stabilized, remove the structure and all unstable
sediment. Smooth the area to blend with the adjoining areas, and stabilize properly
7Page
2377 - McBride Place Energy, LLC
EXISTING
PAVEMENT
cRourlo Lw�� �
MIN.
- 7
ING
FII LL WIOTHE OF 2-3' COARSE -
INGRESS AND
AGGRECATE 10'
EGRESS AREA 7 o
MIN.
STONE CONSTRUCTION ENTRANCE
NTS
Entrance Construction
1. Clear the entrance and exit area of all vegetation, roots, and other
objectionable material and properly rade it.
1 P P Yg
2. Place the gravel to the specific grade and dimensions shown on the plans,
and smooth it.
3. Provide drainage to carry water to a sediment trap or other suitable outlet.
4. Use geotextile fabrics because they improve stability of the foundation in
locations subject to seepage or high water table.
Maintenance
Maintain the ravel ad in a condition to prevent mud or sediment from leaving the construction site. This
9 p p 9
may require periodic topdressing with 2 -inch stone. After each rainfall, inspect any structure used to trap
sediment and clean It out as necessary. Immediate) remove all objectionable materials spilled, washed or
tracked onto public roadways.
Y Y 1 P
2. Construction Road & Service Path Stabilization
The temporary stabilization of access roads, construction staging areas, and other on-site vehicle
transportation routes shall be implemented with stone immediately after grading.
SERVICE PATH & STAGING AREA
SOIL SECTION
NTIS
2'-3' TOPSOIL W/ 1•/3' DIA. STONES WORKED IN
k PLANTED W/GRASS
I I 11= 11- I-1 `I L I I III k I LI AEE P� III -`j
u rrr�rT-u�I�nl rim
8' OF 1-/3' 01A ROCK WORKED INTO SUB-GRPDE�
3Page
2377 - McBride Place Energy, LLC
5. Temporary Sediment Basin
A temporary barrier or dam with a controlled storm water release structure formed by constructing an
embankment of compacted soil across a drainageway shall be constructed as shown on the plans.
PLASTCSLGPf DRAINPIPE
I
PRACTICE STA NDA RD 6.3
oN
GfOTfkTILf LINING
STEE L FOSTS (QUA MIN
TE MFORARV GR
PERM NE NT DRC
SKIMMERJE'"
NKMENTSTONE ENE
- -MfNGfNCYSPILI-
wuoS SRKf
0 R METAL PoST
MIR FIBER BAFFLES
[PRACTICE STANDARD 6.65] STD Nf FAU
PLAN VIEW �bw,Hmm r]
TOPOF EMBANKMENT
RBE RSTRICTURf
TRASH PACK i M :.&,MERGE,­PILPml �@ SKIMMER-}�pEA'd�au>�'MsTii III
_ 66RRfL
P IPE
CLAS 66TONIIMD
[4'X 4'X 1'MIN) gMIf LCT�IGN BLOCK SE CTIONALVIEW t CLIFOFf AMI -SEEP STA 6ILIQE❑
L TRENCH MLLAR
7 DffP OUTLET
L.
NOTES
1. SEED AND PLACE MATTING FOR EROSION CONTROLON INTERIO RAND ERTERIORSIDESLOPES.
2NS
. TALLA MINIMUM OF 3 CO I R FI BER BAFFLESIN ACCO R DAN CE W ITH P FACT CE STAN DAR D 6.65.
3. NSTALL S K IMM ER AND CO U PLI N G TO RISER STRU CTU RE O R DIRECTLY INTO EMBANKMENT 1 FT. FROM BOTTOM O F BASIN.
4. THE ARM PIPE SHALL HAVE A MINIMUM LENGTH 0 F 6 FT. BETWEEN THE SKIMMER AND COUPLING. NOT TO SCALE
2377 - McBride Place Energy, LLC
Construction Road Stabilization Construction
1. Clear roadbed and parking areas of all vegetation, roots, and other objectionable material.
2. Ensure that road construction follows the natural contours of the terrain, if it is possible.
3. Locate staging and concrete washout areas on naturally flat areas, if they are available. Keep
grades sufficient for drainage, but generally not more than 2 to 3%D.
4. Provide surface drainage, and divert excess runoff to stable areas by using water bars or turnouts
(References: Runoff Control Measures, North Carolina E&SC Manual, 6.20).
5. Keep cuts and fills at 2:1 or flatter for safety and stability and to facilitate establishment of vegetation and
maintenance.
6. Spread a 6 -inch course of "ABC" crushed stone evenly over the full width of the road and smooth to avoid
depressions.
7. Where seepage areas or seasonally wet areas must be crossed, install subsurface drains or geotextile fabric
cloth before placing the crushed stone (Practice 6.81, Subsurface Drain).
8. Vegetate all roadside ditches, cuts, fills, and other disturbed areas or otherwise appropriately stabilize as
soon as grading is complete (References: Surface Stabilization, Practice 6.10).
9. Provide appropriate sediment control measures to prevent off-site sedimentation.
Maintenance
Inspect construction roads and staging areas periodically for condition of surface. Top -dress with new
gravel, as needed. Check road ditches and other seeded areas for erosion and sedimentation after runoff -
producing rains. Maintain all vegetation in a healthy, vigorous condition. Sediment -producing areas should
be treated immediately.
3. Silt Fence
A temporary sediment barrier constructed of posts, filter fabric and in some cases a wire support fence,
placed across or at the toe of a slope or in a minor drainage way to intercept and detain sediment and decrease
flow velocities from Pp
size; drainage areas of limited applicable where sheet and rill erosion or small
,
concentrated flows may be a problem. Contractor to install silt fence where shown on the site plans or where
deemed necessary to avoid sediment runoff.
coMµoM FENFE/ / 's INTO ANDem "ESI -CM,
E -ED SOIL,
�A eee,
-FIC 11-1 -FIC G.SULU OONRUN
U- RAY FS AND =LSURS
11 IT I
m,0 S TO F.OIGI I T.TE _ aIM0 THE
SILT FENCE woM
(SHEET FLOW PROTECTION) ,� sI'imi,�`MOF a SMF« i`s'
4Page
2377 - McBride Place Energy, LLC
slopes of the trench no steeper than 1:1. Compaction requirements are the same as those for the embankment.
Keep the trench dry during backfilling and compaction operations.
3. Embankment- Take fill material from thea roved areas shown on the plans. It should be clean mineral soil
Pp P ,
free of roots wood vegetation, rocks and other objectionable material. Scarify areas on which fill is to be
Y 9 1 Y
placed before placing fill. The fill material must contain sufficient moisture so it can be formed by hand into a
ball without crumbling. If water can be squeezed out of the ball, it is too wet for proper compaction. Place fill
material in 6 to 8 inch continuous layers over the entire length of the fill area and compact it. Compaction may
be obtained by routing the construction hauling equipment over the fill so that the entire surface of each layer is
traversed by at least one wheel or tread track of heavy equipment, or a compactor may be used. Construct the
embankment to an elevation 10 percent higher than the design height to allow for settling.
4. Conduit spillways- Securely attach the riser to the barrel or barrel stub to make a watertight structural
connection. Secure all connections between barrel sections by approved 9 a roved waterti ht assemblies. Place the
barrel and riser on a firm smooth foundation of impervious soil. Do not use pervious material such as sand
p P ,
gravel, or crushed stone as backfill around the pipe or anti -seep collars. Place the fill material around the
pipe spillway in 4 -inch layers, and compact it under and around the pipe to at least the same density as the
adjacent embankment. Care must be taken not to raise the pipe from firm contact with its foundation
when compacting under the pipe haunches.
Place a minimum depth of 2 feet of compacted backfill over the pipe spillway before crossing it with
construction equipment. Anchor the riser in place by concrete or other satisfactory means to prevent
flotation. In no case should the pipe conduit be installed by cutting a trench through the dam after the
embankment is complete.
5. Emergency spillway- Install the emergency spillway in undisturbed soil. The achievement of planned
elevations, grade, design width, and entrance and exit channel slopes are critical to the successful operation
of the emergency spillway.
Construction 6. Inlets- Discharge water into the basin in a manner to prevent erosion. Use diversions with outlet protection
1. Site preparations- Clear, rub and strip topsoil from areas under the embankment to remove trees to divert sediment -laden water to the upper end of the pool area to improve basin trap efficiency (References:
p p g P P Runoff Control Measures and Outlet Protection).
vegetation, roots, and other objectionable material. Delay clearing the pool area until the dam is complete and
then remove brush, trees, and other objectionable materials to facilitate sediment cleanout. Stockpile all 7. Erosion control- Construct the structure so that the disturbed area is minimized. Divert surface water
topsoil or soil containing organic matter for use on the outer shell of the embankment to facilitate vegetative away from bare areas. Complete the embankment before the area is cleared. Stabilize the emergency
spillway embankment and all other disturbed areas above the crest of the principal spillway immediately
establishment. Place temporary sediment control measures below the basin as needed. after construction (References: Surface Stabilization).
8.
2. Cut-off trench- Excavate a cut-off trench alongthe center line of the earth fill embankment. Cut the 9. Install porous baffles as specified in NCDEQ Erosion and Sediment Control Planning
P P O 9
n Manual
trench to stable soil material, but in no case make it less than 2 feet deep. The cut-off trench must extend and Design Chapter 6 Practice 6.65.1, Porous Baffles.
into both abutments to at least the elevation of the riser crest. Make the minimum bottom width wide enough
to permit operation of excavation and compaction equipment, but in no case less than 2 feet. Make side 10. Safety- Sediment basins may attract children and can be dangerous. Avoid steep side slopes, and fence
and mark basins with warning signs if trespassing is likely. Follow all state and local requirements.
81 Page
91 Page
2377 - McBride Place Energy, LLC
Silt Fence Construction
1. Construct the sediment barrier of standard strength or extra strength synthetic filter fabrics.
2. Ensure that the height of the sediment fence does not exceed 24 inches above the ground surface. (Higher
fences may impound volumes of water sufficient to cause failure of the structure.)
3. Construct the filter fabric from a continuous roll cut to the length of the barrier to avoid joints. When joints
are necessary, securely fasten the filter cloth only at a support post with 4 feet minimum overlap to the next
post.
4. Support standard strength filter fabric by wire mesh fastened securely to the upslope side of the posts. Extend
the wire mesh support to the bottom of the trench. Fasten the wire reinforcement, then fabric on the upslope
side of the fence post. Wire or plastic zip ties should have 50 -pound tensile strength.
5. When a wire mesh support fence is used, space posts a maximum of 8 feet apart. Support posts should be
driven securely into the ground a minimum of 24 inches.
6. Extra strength filter fabric with 6 feet post spacing does not require wire mesh support fence. Securely fasten
the filter fabric directly to the posts. Wire or plastic zip ties should have minimum 50 -pound tensile strength.
7. Excavate a trench approximately 4 inches wide and 8 inches deep along the proposed line of posts and
upslope from the barrier. (See detail)
8. Place 12 inches of the fabric along the bottom and side of the trench.
9. Backfill the trench with soil placed over the filter fabric and compact. Thorough compaction of the backfill
is critical to silt fence performance.
10. Do not attach filter fabric to existing trees.
Maintenance
Inspect sediment fences at least once a week and after each rainfall. Make any required repairs immediately.
Should the fabric of a sediment fence collapse, tear, decompose, or become ineffective replace it promptly.
Remove sediment deposits as necessary to provide adequate storage volume for the next rain and to reduce
pressure on the fence. Take care to avoid undermining the fence during cleanout.
Remove all fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after
the contributing drainage area has been properly stabilized.
5Page
2377 - McBride Place Energy, LLC
Maintenance
Inspect temporary sediment basins at least weekly and after each significant (1/2 inch or greater) rainfall event
and repair immediately. Remove sediment and restore the basin to its original dimensions when it accumulates
to one-half the design depth. Place removed sediment in an area with sediment controls.
Check the embankment, spillways, and outlet for erosion damage, and inspect the embankment for piping and
settlement. Make all necessary repairs immediately. Remove all trash and other debris from the riser and pool
area.
6. Temporary & Permanent Seeding
Temporary seeding shall be applied to disturbed areas that will not be brought to final grade for a period of
more than 14 days, in accordance with North Carolina E&SC Manual, Chapter 6.10.1.
Permanent seeding is used to control runoff and erosion on disturbed areas by establishing perennial
vegetative cover with seed after all construction activity is complete.
Seedin9 Installation
Complete grading before preparing seedbeds, and install all necessary erosion control practices such as,
dikes, waterways, and basins. Minimize steep slopes because they make seedbed preparation difficult and
increase the erosion hazard. If soils become compacted during grading, loosen them to a depth of 6-8 inches
using a ripper, harrow, or chisel plow.
Seedbed Preparation
Good seedbed preparation is essential to successful plant establishment. A good seedbed is well -
pulverized, loose, and uniform. Where hydro -seeding methods are used, the surface may be left with a
more irregular surface of large clods and stones.
Limina
Apply lime according to soil test recommendations. If the pH(acidity) of the soil is not known, an application
of ground agricultural limestone at the rate of 1 to 1 1/2 tons/acre on coarse-textured soils and 2-3 tons/acre
on fine- textured soils is usually sufficient. Apply limestone uniformly and incorporate into the top 4-6 inches
of soil. Soils with a pH of 6 or higher need not be limed.
Fertilizer
Base application rates on soil tests. When these are not possible, apply a 10-10-10 grade fertilizer at 700-
1,000 Ib/acre. Both fertilizer and lime should be incorporated into the top 4-6 inches of soil. If a hydraulic
seeder is used, do not mix seed and fertilizer more than 30 minutes before application.
Surface roua henin
9
If recent tillage operations have resulted in a loose surface, additional roughening may not be required,
except to break up large clods. If rainfall causes the surface to become sealed or crusted, loosen it just
prior to seeding by disking, raking, harrowing, or other suitable methods. Groove or furrow slopes steeper
than 3:1 on the contour before seeding (Practice 6.03, Surface Roughening).
101 Page
Ovo�P�, 00
=rJ:U) WCD
_
.....0�0
Revision Dates
1-26-17 PER NCDEQ
2-15-17 PER NCDEQ
Date: 5-10-17
U
Scale: AS NOTED
LJ
Designed by: EHB
/
C)
Drawn by: RIJ
Q
C� co 0-)
Checked by: EHB
W
Ovo�P�, 00
=rJ:U) WCD
_
.....0�0
Revision Dates
1-26-17 PER NCDEQ
2-15-17 PER NCDEQ
Job No. 2377
Drawing No.
U
LJ
/
C)
O
Q
C� co 0-)
W
Z C) >- �
Q
w Q CV
Z
m= <
W U >
Z
J
<
J
J=
O
0-ILL](j
CL
J -
U
W N m
D O
N
O
W
m
U
Job No. 2377
Drawing No.
5,o9
of 23 Sheets
Job No. 2377

AJA
2377 - McBride Place Energy, LLC
Plant Selection
Select an appropriate species or species mixture from Table 6.10a for seeding in late winter and early
spring, Table 6.10b for summer, and Table 6.10c for fall.
In the Mountains, December and January seedlings have poor chances of success. When it is necessary to
plant at these times, use recommendations for fall and a securely tacked mulch.
Seeding
Evenly apply seed using a cyclone seeder (broadcast), drill, culti-packer seeder, or hydro -seeder. Use
seeding rates given in Tables 6.10a -6.10c. Broadcast seeding and hydro -seeding are appropriate for steep
slopes where equipment cannot be driven. Hand broadcasting is not recommended because of the difficulty
in achieving a uniform distribution.
Small grains should be planted no more than 1 inch deep, and grasses and legumes no more than 1/2 inch.
Broadcast seed must be covered by raking or chain dragging, and then lightly firmed with a roller or culti-
packer. Hydro -seeded mixtures should include a wood fiber (cellulose) mulch.
Mulching
The use of an appropriate mulch will help ensure establishment under normal conditions, and is essential
to seeding success under harsh site conditions (Practice 6.14, Mulching). Harsh site conditions include:
• seeding in fall for winter cover (wood fiber mulches are not considered adequate for this use),
• slopes steeper than 3:1,
• excessively hot or dry weather,
• adverse soils (shallow, rocky, or high in clay or sand), and
• areas receiving concentrated flow.
If the area to be mulched is subject to concentrated waterflow, as in channels, anchor mulch with netting
(Practice 6.14, Mulching).
111Page
2377 - McBride Place Energy, LLC
Construction Schedule
1. Obtain site plan approval and other applicable permits.
2. Hold a pre -construction conference at least one week prior to any construction activity.
3. Construction Area #1
a. Flag the work limits, including the perimeter buffer area and no -build area along Bost Creek for
protection of trees and creek.
b. All perimeter Erosion/Sediment Control measures in all areas, such as sediment fencing, diversions,
and sediment basins shall be installed before any clearing, grubbing, or topsoil stripping takes place.
Temporary diversion ditches designed to direct clean water entering the site to an area off-site must
be stabilized immediately after installation with vegetation and matting. Due to the nature of this
project and the required number and size of temporary sediment basins and associated control
measures, it is necessary to install erosion control measures within the prescribed perimeter Buffer
Area and in areas where Solar Arrays will ultimately be installed. Once the need for the temporary
measures ceases, the Buffer Area shall be re-established and the grade beneath Solar Arrays created
and stabilized.
c. Obtain permission from County/DEQ ESC Inspector to proceed.
d. Install temporary gravel Construction Entrance/Exit.
e. Complete site clearing and grubbing.
f. Construct Construction Staging Area and Concrete Washout Area as shown on Sheet 5.11, details
"Service Aisle, Rack Path & and Construction Staging Area Soil Section" and Concrete Washout.
g. Grade Construction Area #1 portion of the site as shown on the Site Plan, Sheets 5.0, 5.1, & 5.2.
Bare areas should be vegetated or mulched, if grading ceases for more than two weeks.
h. Construct Service Roads and Service Paths as shown on Sheet 5.0, 5.1 & 5.2 and Sheet 5.11, detail
"Service Aisle, Rack Path & and Construction Staging Area Soil Section."
i. Install solar array inverter pads per solar manufacturer's directions at locations shown on Sheets 5.1
& 5.2.
j. install solar array anchors/support beams per manufacturer's instructions in areas not impacted by
sediment basins. Anchors and beams for solar arrays located within temporary sediment basins shall
be installed after removal of temporary erosion control measures and full site stabilization.
Installation of anchors and beams causes no risk of soil erosion or creation of sediment.
k. Install cabling from array pads to a location, to be determined, near the Union Power pad.
I. Inspect all erosion and sediment controls weekly and after all rainfall events. Needed repairs are to
be completed immediately.
m. After obtaining approval from the County/DEQ ESC Inspector, remove temporary sediment control
measures, and stabilize the entire Construction Area #1.
n. Install remaining solar array anchors/support beams in areas previously occupied by temporary
sediment control measures.
o. Establish permanent vegetation.
p. Install solar arrays onto supports and test.
q. Estimated time before final stabilization - 7 months
4. Construction Areas #2 - #4
161 Page
2377 - McBride Place Energy, LLC
Maintenance
Reseed and mulch areas where seedling emergence is poor, or where erosion occurs, as soon as possible. Do
not mow. Protect from traffic as much as possible.
table 6.10a temporary seeding Recommendations for late winter and early spring
0A
seeding mixture
ORMICS Rate (Ib/acre)
Rye (grain) 120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain, 50
in Mountains)
Omit annual les edeza when duration of temporary cover is not to
p p rY
extend beyond June.
seeding dates
Mountains -Above 2500 feet: Feb. 15 - May 15
Below 2500 feet: Feb. 1- May 1
Piedmont -Jan. 1 - May 1
Coastal Plain -Dec. 1 - Apr. 15
soil amendments
Follow recommendations of soil tests or apply 2,000 Ib/acre ground
agricultural limestone and 750 Ib/acre 10-10-10 fertilizer.
mulch
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
121 Page
2377 - McBride Place Energy, LLC
2377 - McBride Place Energy, LLC
table 6.10b temporary seeding Recommendations for summer
Repeat steps 3.a. - 3.q. for Areas #2 - #4.
5. 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 or generated by any activities on site must be
disposed of at a facility regulated by the Division of Solid Waste Management or per Division of Solid
Waste Management or Division of Water Resources rules and regulations. [15a NCAC 4b .0110]
6. Pursuant to the NPDES permit that went into effect August 3, 2011, ground stabilization must occur within
7 days on perimeter areas and slopes greater than 3:1, and ground stabilization must occur within 14 days
on other areas. These requirements supersede any less stringent stabilization requirement on the plans and
apply for any section of the project for any period of inactivity or project completion. [G.S. 143-215.1]
Slopes greater than 3:1 have been identified on Sheet 5.0.
7. Construction Entrances must contain at least 2 -3 -inch stone and be maintained in a condition that will
prevent tracking or direct flow of mud onto streets. Periodic top dressing with stone will be necessary.
Install water bars, ditch diversions or other suitable measures so that stormwater does not leave the limits
of disturbance through the construction entrances, as needed. [G.S. 113a-57(3), 15a NCAC 4b .0105]
Maintenance
In general, all erosion and sediment control measures shall be checked daily and after each significant rainfall.
The following items shall be checked, in particular:
1. The seeded area shall be checked regularly to ensure that a good stand is maintained. Areas shall be fertilized
and reseeded as needed.
2. The gravel Construction Entrance shall be maintained in a condition which will prevent tracking or flow of
mud onto public rights-of-way. Periodic top dressing with additional stone or the washing and reworking
of existing stone shall be required when the stone is covered or has been pushed into the soil and shall be
returned to its original minimum depth of 6".
3. The Silt Fence barrier, if used, shall be checked regularly (no less than weekly) for undermining or
deterioration of the fabric. Sediment shall be removed when the level of sediment deposition becomes 6"
deep at the fence.
4. Self -Inspection requirements:
As a minimum, the inspections shall be performed after each of the following phases of a plan:
1. Installation of perimeter erosion and sediment control measures.
2. Installation of sediment traps/basins.
3. Clearing and grubbing of existing ground cover.
4. Completion of any phase of grading that requires provision of stabilization.
5. Installation of measures during any phase of the project.
6. Completion of construction or development.
7. Installation of stormwater retention measures.
8. Quarterly until the establishment of permanent ground cover is fully established.
171 Page
seeding mixture
slice Rate (Ib/acre)
German millet 40
In the Piedmont and Mountains, a small -stemmed Sudangrass may be
substituted at a rate of 50 Ib/acre.
seeding dates
Mountains -May 15 - Aug. 15
Piedmont -May 1 - Aug. 15
Coastal Plain -Apr. 15 - Aug. 15
soil amendments
Follow recommendations of soil tests or apply 2,000 Ib/acre ground
agricultural limestone and 750 Ib/acre 10-10-10 fertilizer.
mulch
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, netting
or a mulch anchorin tool. A disk with blades set near) straight can be
9 Y 9
used as a mulch anchoring tool.
maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
131 Page
table 6.10c temporary seeding Recommendations for fall
2377 - McBride Place Energy, LLC
Soil Map -Cabo .x County, North Camllna
11
M315tle' 1'.19,9m Ap,lffitmAlx (85'x11')9ffi.
R M�
A9 � ,bM mW 3AG
I� p0Jalim', NGb Macim Cm[i m_idr3a: pYC£84 Ed�vcs: VIM Zoe 1TV NGE84
i� Natural Resources Web S011 Survey
ii Conservation Service National Cooperative Sol Solvay
1/5/2017
Page 1 of S
181 Page
2377 - McBride Place Energy, LLC
seeding mixture
tics Rate (Ib/acre)
Rye (grain) 120
seeding dates
Mountains -Aug. 15 - Dec. 15
Coastal Plain and Piedmont -Aug. 15 - Dec. 30
soil amendments
Follow soil tests or apply 2,000 Ib/acre ground agricultural limestone
and 1,000 Ib/acre 10-10-10 fertilizer.
mulch
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
maintenance
Repair and refertilize damaged areas immediately. Topdress with 50
Ib/acre of nitrogen in March. If it is necessary to extent temporary cover
beyond June 15, overseed with 50 Ib/acre Kobe (Piedmont and Coastal
Plain) or Korean (Mountains) lespedeza in late February or early
March.
Sal Mr, -00anus CwMy. NMh Gamin,
(MCBRotle pace LLC soler Farmt
MAP LEGEND
A17-11-1)
9pwIN
Map Unit Symbol
Map Unit Name Acres in AOI
Veryalmyspd
� So,ManVenp^�pm.
® w•Gpa
■ aallM.pGa$aelaro
. ° �wb..r..Nro,
spVroPeaWOe,
wmerr
ae..�,md�n.ro
® ema,pa
Designed by: EHB
BBD
p clo moepen,m
•„e .0 wte Nl9D«.n
� Gro..lpa
_, tlaaeuroe
• Gn..lry 6pot
eo oa
o Laadal
«lama,
Chmacla sandy loam, 0 to 2
16.8
2.6%
w W
percent slopes, frequently
Mxmroneouswero,
W
flooded
+ .o.spmp
s..a
GaC
P.
smw,ay I;,oa.a spm
09
0.1%
U �
loam, 4 to 15 percent slopes
CL
HeB
� Comervat onaSerNce Ne[wn Web 9dl ws�a,
el Ccapere Survry
141 Page
2377 - McBride Place Energy, LLC
7. Other practices shall be provided if determined by the Engineer or NC -DEQ Administrator.
Management Strategies
1. Perimeter sediment trapping measures to be installed prior to any excavation on site.
2. Construction Entrance and Construction Road Stabilization shall be installed as a first measure following
installation of sediment trapping measures.
3. Construction shall be conducted so that existing cover will not be disturbed more than necessary.
4. Construction shall be sequenced so that grading operations can begin and end as quickly as possible.
5. Permanent seeding and other stabilization shall follow immediately after grading.in accordance with 7 or 14
day ground stabilization requirements.
6. The job superintendent shall be responsible for the installation and maintenance of all erosion and sediment
control practices.
7. After achieving adequate stabilization to the satisfaction of the E&SC Administrator, the temporary E&S
controls shall be removed.
Permanent Stabilization
All areas disturbed by construction and not otherwise stabilized, shall be stabilized within 7 days on perimeter
areas and slopes greater than 3:1, and ground stabilization must occur within 14 days on other areas. These
requirements supersede any less stringent stabilization requirement on the plans and apply for any section of the
project for any period of inactivity or project completion [G.S. 143-215.1]
When it is clear that plants have not germinated on an area or have died, these areas must be reseeded
immediately to prevent erosion damage. In all seeding operations, seed, fertilizer, and lime shall be applied
prior to mulching. Erosion control blankets shall be installed over fill slopes which have been brought to final
grade and have been seeded to protect the slopes from rill and gully erosion and to allow seed to germinate
properly. Mulch (straw or fiber) shall be used on relatively flat areas. In all seeding operations, seed, fertilizer,
and lime shall be applied prior to mulching.
Storm Water Management/Water Quality
There are no permanent storm water management practices proposed for this site, and there are no water quality
measures proposed. The proposed impervious area is 0.3%.
2377 - McBride Place Energy, LLC
MAP INFORMATION
me sal surv<n net campbse wurnol wme magma a 1:24.00a.
rely on the Der scale m each meD sheet tr map
acbmea Map: Nelurel RasoumesCmse,wtlon SeMce
Web sal SL URL: hap'./Avebsollwrvey.nres.usae.gw
C«ralnMe System'. WeD Mecat«(EPSG'.]as]t
prolMcDslromlhe Web Shc A,irvey ere boon m be Web Mercator
'm, wM1icM1 peones arecgm end shape bol dslo4s
tliAene antl area. A praieaim tM1n preserves area. such es the
m e9pM-«ea corm prgernm, anmla be poen rcmpre acppr.m
pmpmanma aelatanpe «area are rewlraa.
p,cma'ls geperetearremthe U-NRCsceai dea ase
th .e pn -0) linea b -
Sol. yNee'. Ceraina
m,smny. NMh
rmy Nee Dae: -.15-p19.2016
3aYmepunitsare lebelea(asspece Mlays)1«maDsoalas t:s0,000
«leryer.
Nte(na (images phdo h,d: Fm11.2011-Fee
13.2011
The mthaphaa mother base map m whir the sal lines were
pmpllea end dlgitlzea pmbaby deers tram the beckgrmnd
a:',yaiaplaredmmese map:.naare fts«nemoorshatrg
ap dna bm�maes may be cnaem.
191 Page
151 Page
2377 - McBride Place Energy, LLC
Soil Map-Cabsrrus County North Cardin
Map Unit Legend
gigNature Resources Web Soil Survey 1/52017
� Conservation Service National Cooperative Soil Survey Page 3 W 3
201Paae
Cabarrus County, North Carolina (NCO25)
Date: 5-10-17
Map Unit Symbol
Map Unit Name Acres in AOI
Percent of AOI
Ball
Badin chennery silt loam, 2 to
79.5
12.3%
J
8 percent slopes
Designed by: EHB
BBD
Bodin chennery silt loam, 8 to
19.1
3.0%
Drawn by: RIJ
15 percent slopes
ChA
Chmacla sandy loam, 0 to 2
16.8
2.6%
w W
percent slopes, frequently
W
flooded
Z
GaC
Goldston very chennery sat
09
0.1%
U �
loam, 4 to 15 percent slopes
CL
HeB
Hemllon silt loam, 2 to 8
24.4
3.8%
w V)
percent slopes
ftB
K rksey silt loam, i to 6
82.0
12.7%
W N m
0
percent slopes
W
MSA
Mlsenheimer channery sift
382.8
59.1%
0f N
loam, 0 to 4 percent slopes
CT)m
Tab
Tennis silt Icem, 2 to 8 percent
41.5
6.4%
U
slopes
W
Water
1.2
0.2%
Totals for Area of Interest
648.2
100.0%
gigNature Resources Web Soil Survey 1/52017
� Conservation Service National Cooperative Soil Survey Page 3 W 3
201Paae
Ovo�P�,
.V:cn
LL] qt _
00d �c,?gip;
Revision Dates
1-26-17 PER NCDEQ
2-15-17 PER NCDEQ
Date: 5-10-17
U
\W
/
Scale: AS NOTED
J
Designed by: EHB
In
Q
Drawn by: RIJ
O
Checked by: EHB
Q
w W
Ovo�P�,
.V:cn
LL] qt _
00d �c,?gip;
Revision Dates
1-26-17 PER NCDEQ
2-15-17 PER NCDEQ
[Job No. 2377
Drawing No.
U
\W
/
J
J
In
Q
O
O
Q
w W
W
Z
M Q
wU�>
J
U �
CL
_jQ J _
J 0
w V)
J
to
W N m
0
W
O
O
0f N
CT)m
U
[Job No. 2377
Drawing No.
5,*10
of 23 Sheets
[Job No. 2377

TYPICAL TREATMENT -
(SOIL S TABILIZA TION BLANKET)
INS TALLA TION CRITERIA 12"MAX. 4:1 OR FLATTER
6"MAX. STEEPER THAN 4:1
LAP JOINT 2" MIN. I
(JUTE MESH ONLY ANCHOR SLOT 11 1 1 1 II 1 1 1 1
I I 1
':::'EDGE AND END JOINTS
ii i I TO BE SNUGLY ABUTTED
(JUTE MESH WILL HAVE
5' MAX. 4:1 OR FLATTER 1 STAPLED LAP JOINT IN
JUNCTION SLOT 3' MAX. STEEPER THAN 4:1 I
1 ' ' LIEU OF EDGE JOINT)
CHECK SLOT 1 I
TERMINAL FOLD
I
TAMP FIRMLY
I I I I
AOR SLOT *CHECK SLOT --f, 1
I I
2IW6-
I I I I I
T 12" 1 - v"R' �i� v PLAN VIEW
STAPLING DIAGRAM
1 �-1 " TO 2"
* CHECK SLOTS AT MIN.
TAMP FIRMLY 50' C -C INTERVALS;
6"
CHECK SLOT NOT REQ'D. WITH ALL
TO IN.
2„ "COMBINATION" BLANKETS
11 6" 0 12"
STAPLE FORMED FROM NO. 11 STEEL WIRE.
8" STAPLE MIN. LENGTH FOR SANDY SOIL.
6" STAPLE MIN. LENGTH FOR OTHER SOIL.
NOTES
JUNCTION SLOT TEAL FOLD
APPROXIMATELY 200 STAPLES
1 12„ TAMP FIRMLY 4 ►I TAMP FIRMLY REQUIRED
PER 100 SQ. YDS. OF
MATERIAL ROLL..
TT 6" TO 12" 2 ANCHOR SLOTS, JUNCTION
SLOTS &
CHECK SLOTS TO BE BURIED
6" TO 12".
EXCAVATED SOIL
COMPACTED SOIL 4' WIDE x 12" DEEP
4' WIDE x 12" HIGHF
FLOW
DIVERSIONS NOT PLACED IN SOLAR
ARRAYS OR SERVICE PATHS
NTS
COMPACTED SOIL
10' WIDE x 6" HIGH
EXCAVATED SOIL
10' WIDE x 6" DEEP
FLOW
DIVERSIONS PLACED IN SOLAR
ARRAYS OR SERVICE PATHS
NTS
Drape baffle material overwire strand and
secure with plastic ties at posts and on wire every 12"
9 Gauge Mir1. High �~
PARABOLIC
Tension Wire Strand
PERMANENT
T MIN *
Shall Be Secured
LBS/ACRE
SPECIES
To Post To Support
EDGE OF SHOULDER
-:❖.❖•❖•••••••❖•❖24 •❖••••.
Baffle Material
4
OR OPTICAL FLOW LINE
Baffle Material)
If the temporary sediment basin will be
converted to a permanent stormwater basin
of greater depth, the baffle height should be
based on the pool depth during use as a
temporary sediment basin.
Note: Install three (3) coir fiber baffles in basins
at drainage outlets with a spacing of 1/4 the
basin length. Two (2) coir fiber baffles can be
installed in the basins less than 20 ft. in length
with a spacing of 1/3 the basin length.
SEDIMENT BA SIN TABLE
NTS
COMPACT SUB -GRADE TO
95% PROCTOR DENSITY
BASE AGGREGATE, 8" OF CRUSH & RUN AGGREGATE
FINISHED ENTRANCE GRAVEL SECTION
NTS
2"-3" TOPSOIL W/ 1"/3" DIA. STONES WORKED IN
T& PLANTED W/GRASS
6" OF 1"/3" DIA. ROCK WORKED INTO SUB -GRADE - THREE LIFTS)
THE SURFACE OF THE ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE
0 IMPOSED LOADS OF FIRE APPARATUS WEIGHING UP TO 75,000 POUNDS.
THE ACCESS ROADS SHALL BE SURFACED SO AS TO PROVIDE ALL-WEATHER DRIVING CAPABILITIES
TO MEET 503.2.3 AND APPENDIX D102.1 OF THE NC FIRE CODE.
USE TEMPORARY LOGGING MATS IN CONSTRUCTION STAGING AREA DURING SITE CONSTRUCTION.
SERVICE AISLE, RACK PATH &
CONSTRUCTION STAGING AREA
Extend 9 gauge wire to basin side or install T -post to anchor
baffle to side of basin and secure to vertical post
4' Max. /
11 Gauge
Landscaping S
Variable Depth
Secure bottom of baffle to ground with
► 12'staplesat12"maximum spacing.
Baffle Material
I
�\ steel Post
2'-0"Depth
Baffle Material should be secured to the bottom
and sides of basin using 12" landscape staples
SOIL SECTION
NTS
EARTHEN DAM NOTES:
1) CUT OFF TRENCH FOR ENTIRE LENGTH OF
DAM AT CENTERLINE TO BE EXCAVATED 4' WIDE
AND 4' DEEP INTO IMPERVIOUS MATERIAL. SIDE
SLOPES TO BE 1:1, AND COMPACTED.
2) DAM COMPACTION TO BE 95% OF MAXIMUM
DRY DENSITY.
iD E
FILTER CLOTH
NCDOT CLASS B (DOWNSTREAM VIEW)
COARSE AGGREGATE
FLOW 2:1 2:1
f
R 0 CK CHECK DAM
NTS
10'
PARABOLIC
UPSTREAM TOE
OF DAM
PERMANENT
FLOWLENGTHXTOP
OF BASIN DAM
LENGTH (LxW)
CURVE
LBS/ACRE
SPECIES
LBS/ACRE
EDGE OF SHOULDER
-:❖.❖•❖•••••••❖•❖24 •❖••••.
KENTUCKY 31 FESCUE
4
OR OPTICAL FLOW LINE
60-100
RED TOP GRASS
•
MAINLINE
50
ROADWAY 5.
i
MIN.
160-250
TOTAL
150
553.4'
NTS
COMPACT SUB -GRADE TO
95% PROCTOR DENSITY
BASE AGGREGATE, 8" OF CRUSH & RUN AGGREGATE
FINISHED ENTRANCE GRAVEL SECTION
NTS
2"-3" TOPSOIL W/ 1"/3" DIA. STONES WORKED IN
T& PLANTED W/GRASS
6" OF 1"/3" DIA. ROCK WORKED INTO SUB -GRADE - THREE LIFTS)
THE SURFACE OF THE ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE
0 IMPOSED LOADS OF FIRE APPARATUS WEIGHING UP TO 75,000 POUNDS.
THE ACCESS ROADS SHALL BE SURFACED SO AS TO PROVIDE ALL-WEATHER DRIVING CAPABILITIES
TO MEET 503.2.3 AND APPENDIX D102.1 OF THE NC FIRE CODE.
USE TEMPORARY LOGGING MATS IN CONSTRUCTION STAGING AREA DURING SITE CONSTRUCTION.
SERVICE AISLE, RACK PATH &
CONSTRUCTION STAGING AREA
Extend 9 gauge wire to basin side or install T -post to anchor
baffle to side of basin and secure to vertical post
4' Max. /
11 Gauge
Landscaping S
Variable Depth
Secure bottom of baffle to ground with
► 12'staplesat12"maximum spacing.
Baffle Material
I
�\ steel Post
2'-0"Depth
Baffle Material should be secured to the bottom
and sides of basin using 12" landscape staples
SOIL SECTION
NTS
EARTHEN DAM NOTES:
1) CUT OFF TRENCH FOR ENTIRE LENGTH OF
DAM AT CENTERLINE TO BE EXCAVATED 4' WIDE
AND 4' DEEP INTO IMPERVIOUS MATERIAL. SIDE
SLOPES TO BE 1:1, AND COMPACTED.
2) DAM COMPACTION TO BE 95% OF MAXIMUM
DRY DENSITY.
iD E
FILTER CLOTH
NCDOT CLASS B (DOWNSTREAM VIEW)
COARSE AGGREGATE
FLOW 2:1 2:1
f
R 0 CK CHECK DAM
NTS
10'
PARABOLIC
UPSTREAM TOE
OF DAM
PERMANENT
FLOWLENGTHXTOP
OF BASIN DAM
LENGTH (LxW)
CURVE
LBS/ACRE
SPECIES
LBS/ACRE
EDGE OF SHOULDER
50-100
KENTUCKY 31 FESCUE
4
OR OPTICAL FLOW LINE
60-100
RED TOP GRASS
0
MAINLINE
50
ROADWAY 5.
30'
MIN.
160-250
f~24'�
R25' (TYP.)
SEEDING & MULCHING TABLE
%-8% CHANGE ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH TEMPORARY OR
F SLOPE PERMANENT SEEDING WITHIN 7 DAYS FOLLOWING FINISH GRADING. SEEDING SHALL BE DONE
ACCORDING TO STANDARDS & SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND
SEDIMENT CONTROL HANDBOOK.
SEEDING MIXTURE SHALL BE AS INDICATED BELOW.
15'CMP - SHALL BE INSTALLED IN DITCHLINE
30' AT ENTRANCES #1, #3, #4, &#5 0
TEMPORARY
UPSTREAM TOE
OF DAM
PERMANENT
FLOWLENGTHXTOP
OF BASIN DAM
LENGTH (LxW)
SPECIES
LBS/ACRE
SPECIES
LBS/ACRE
ANNUAL RYEGRASS & CEREAL RYE
50-100
KENTUCKY 31 FESCUE
128
ANNUAL RYE GRASS
60-100
RED TOP GRASS
2
GERMAN MILLET
50
SEASONAL NURSE CROP*
20
TOTAL
160-250
TOTAL
150
MAINLINE
ROADWAY
ENTRANCE MUST BE GRADED AS TO ALLOW THE SURFACE WATER TO DRAIN TO BOTH SIDES OF THE ENTRANCE.
15" CMP PIPES SHALL BE INSTALLED AT ENTRANCES #1, #3, #4, & #5.
4"-5" RIP RAP SHALL BE USED ON THE INLET AND OUTLET ENDS OF THE PIPES TO PREVENT EROSION.
THE FINAL STONE SURFACE SHALL BE INSTALLED TO PREVENT ANY LOOSE STONE MIGRATING INTO THE ROADWAY.
CONSTRUCTION S ,�
q�
- EXCAVATE 4" X 4" TRENCH
UPSLOPE OF STAKELINE.
- ATTACH FENCE MATERIAL
AND EXTEND INTO AND
ALONG BOTTOM OF TRENCH.
- BACKFILL AND COMPACT
EXCAVATED SOIL.
.
FLOW
_ 11111111-
I -III -I I I_
SIL T FENCE
(SHEET FL 0 W PROTECTION.
NTS
Al SECTION A -A
28' R
TYP. FILTER CLOTH
KEY IN 6"-9"
RECOMMENDED FOR
ENTIRE PERIMETER
20' 70' CHANNEL
0 LINING
�OPE.OPE
20' MINIMUM ' 11-1 11=1 I=_=1 11=_I 1(-
UNOBSTRUCTED 11j.; 1111111111 111=1''
PATH (TYP.) DITCH SECTION
DEAD-END FIRE APPARATUS NTS
SERVICE AISLE WZT URNAR 0 UND
NTS
0
a
La 2 N
N
0%
COARSE AGGREGATE
RIGHT-OF- WAY
DIVERSION
NTS
ALUMINUM SIGNS ("DANGER -HIGH VOLTAGE"
AND "DANGER -NO TRESPASSING"), EACH
MEASURING 14"X10" IN SIZE, SHALL BE
PLACED ON PERMANENT 6' CHAIN LINK
SECURITY FENCING, ALTERNATING EVERY 100'
AROUND THE PERIMETER OF THE PROJECT.
FINISHED ENTRANCE DETAIL
SILT FENCE MATERIAL SPECIFICATIONSNTS
SYNTHETIC FILTER FABRIC OF AT LEAST 95%
BY WEIGHT OF POLYOLEFINS OR POLYESTER,
WHICH IS CERTIFIED BY THE MANUFACTURER OR
SUPPLIER AS CONFORMING TO THE
REQUIREMENTS IN
ASTMD 6461.
SYNTHETIC FILTER FABRIC SHOULD CONTAIN
ULTRAVIOLET RAY INHIBITORS AND STABILIZERS
TO PROVIDE A MINIMUM OF 6 MONTHS OF
EXPECTED USABLE CONSTRUCTION LIFE AT A
TEMPERATURE RANGE OF 0 TO 120 DEGREES
FAHRENHEIT.
ENSURE THAT POSTS FOR SEDIMENT FENCES
ARE 1.33 LB/LINEAR FT STEEL WITH A MINIMUM
LENGTH OF 5 FEET. STEEL POSTS SHALL BE
BURIED/DRIVEN TO A DEPTH OF 18" AND HAVE
PROJECTIONS TO FACILITATE FASTENING THE
FABRIC.
FOR REINFORCEMENT OF STANDARD
STRENGTH FILTER FABRIC, USE WIRE FENCE
WITH A MINIMUM 14 GAUGE AND A MAXIMUM
MESH SPACING OF 6 INCHES. [G.S.
11,5A-57(3)]
NTS
MAINTAIN AT LEAST 2.5' OF
ANTI -VORTEX COVER OVER CULVERT
TRASH RACK
EACH SEDIMENT BASIN
SHALL HAVE 3 POROUS
BAFFLES
6" HDPE
DRAIN PIPE
6' MIN,
RISER II CULVERT
8`1
--- TOP OF DAM
INSTALL 1' FROM BOTTOM ANTI -FLOATATION
>W OF BASIN CONCRETE BASE/ANCHOR
TEMPORARY SEDIMENT BASINS
NOTE: N. T. S.
SEDIMENT BASINS TO REMAIN IN PLACE UNTIL SITE IS COMPLETED AND STABILIZED. AFTER
APPROVAL FROM E&SC ADMINISTRATOR(S) SEDIMENT BASINS SHALL BE REMOVED AND GRADING
CAN COMMENCE IN REGIONS PREVIOUSLY HINDERED BY BASIN LOCATION.
NO
TRESPASSING
10"
�14"�
HIGH
VOLTAGE
BASIN #
TOP OF DAM
UPSTREAM TOE
OF DAM
CLEANOUT
ELEVATION
FLOWLENGTHXTOP
OF BASIN DAM
LENGTH (LxW)
EMERGENCY
SPILLWAY
CREST
EMERGENCY
SPILLWAYCREST
WIDTH/LENGTH
EMERGENCY
SPILLWAYSLOPE
PRINCIPAL
SPILLWAY
CREST
SKIMMER
ORIFICE
SKIMMER
BARREL
AN
COLLAR
(SIZE)
BARREL INV
IN/OUT
RISER/BARREL
d5o
ANTI-
FLOATATION
ANCHOR SIZE
DISTURBEDAREA
REQUIRED
STORAGE
VOL
ACTUAL
STORAGE
VOL (RISER)
2 -YR. ELEV.
10 -YR.
ELEV.
1
558.0 ft
551.0'
553.4'
150'x230'
556.8'
30.0720.0'
1 %
555.8'
2.7"
6"
4.25'x4.25'
552.07551.4'
24"115"
0.8'
471'
17.6 AC
31,680 cuft
27,800 cuft
555.29'
555.97'
W
2
548.0 ft
539.0'
542.5'
220'x160'
547.0'
30.0720.0'
1 %
546.0'
2.8"
6"
4.25'x4.25'
540.07539.4'
24"115"
0.5'
471'
19.8 AC
35,640 cuft
46,700 cuft
544.88'
545.47'
3
548.0 ft
539.0'
542.3'
230'x155'
546.6'
30.0'/20.0'
1 %
545.5'
3.0"
6"
6'x6'
540.07539.1'
72"/36"
0.7'
971.5'
21.5 AC
38,700 cuft
45,800 cuft
546.57'
547.11'
4
543.7 ft
535.0'
537.8'
200'x250'
542.0'
30.0720.0'
1 %
540.5'
3.0"
6"
6'x6'
536.07535.3'
7211/36"
0.7'
91/1.5'
29.3 AC
52,740 cuft
55,200 cuft
542.08'
542.72'
5
551.6 ft
545.0'
547.3'
110'x90'
550.5'
20.0'/20.0'
1 %
549.5'
1.5"
6"
5'x5'
546.07545.5'
48"/24"
0.5'
6/1.5'
7.0 AC
12,600 cuft
13,500 cuft
550.18'
550.60'
6
542.6 ft
533.0'
536.0'
240'x285'
540.7'
20.0720.0'
1 %
539.0'
4.0"
6"
6'x6'
534.07533.3'
72"/36"
0.7'
9'/1.5'
43.2 AC
77,760 cuft
93,900 cuft
540.51'
541.56'
7
554.4 ft
547.0'
548.9'
225015'
552.7'
25.0'/20.0'
1 %
550.9'
3.0"
6"
5'x5'
548.07547.2'
7211/24"
0.7'
91/1.5'
15.5 AC
27,900 cuft
28,100 cuft
552.66'
553.40'
8
558.6 ft
549.0'
551.8'
270'x205'
556.7'
40.0720.0'
1 %
554.7'
4.0"
6"
6'x6'
550.07549.3'
7211/36"
0.8'
9'/1.5'
50.0 AC
52,740 cuft
100,700 cuft
556.53'
557.52'
9
571.5 ft
563.0'
566.0'
275'x155'
570.5'
25.0'/20.0'
1 %
569.0'
2.5"
6"
5'x5'
564.07563.4'
48"124"
0.7'
6/1.5'
15.4 AC
27,720 cuft
43,300 cuft
569.88'
570.52'
10
564.3 ft
557.0'
559.4'
195'x230'
562.8'
25.0720.0'
1 %
561.8'
2.5"
6"
5'x5'
558.07557.0'
48"/24"
0.7'
6/1.5'
17.4 AC
31,320 cuft
33,200 cuft
562.66'
563.26'
11
521.8 ft
511.0'
513.5'
190'x230'
520.0'
30.0'/20.0'
1 %
516.0'
2.5"
6"
5'x5'
512.07510.3'
72"/24"
0.8'
91/1.5'
30.0 AC
54,000 cuft
13,800 cuft
519.74'
520.75'
12
519.0 ft
507.0'
509.9'
320'x230'
516.0'
30.0720.0'
1 %
512.7'
3.0"
6"
5'x5'
508.07504.9'
72"/24"
0.8'
9'/1.5'
43.4 AC
52,740 cuft
59,100 cuft
515.99'
517.00'
13
534.0 ft
523.0'
527.0'
90'x120'
532.0'
20.0'/20.0'
1 %
531.0'
3.5"
6"
4'x4'
526.07525.5'
24"112"
0.8'
471'
29.9 AC
53,820 cuft
36,200 cuft
531.42'
532.16'
14
547.5 ft
543.0'
544.1'
160'x190'
546.3'
20.0720.0'
1 %
545.3'
4.0"
6"
4'x4'
544.07543.7'
36712"
0.5'
471.5'
7.1 AC
12,780 cuft
20,900 cuft
545.97'
546.25'
15
549.0 ft
542.0'
544.5'
190'x110'
547.0'
20.0720.0'
1 %
546.0'
3.7"
6"
4'x4'
544.07543.7'
36"112"
0.5'
4'/1.5'
7.2 AC
12,960 cuft
10,900 cuft
547.01
547.35'
16
545.0 ft
539.0'
541.0'
200'x115'
544.0'
20.0720.0'
1 %
543.0'
2.5"
6"
3.67'x3.67'
540.07539.5'
2411/8"
0.5'
471'
16.1 AC
52,740 cuft
11,400 cuft
543.27'
543.70'
17
543.5 ft
539.0'
539.0'
55'x75'
542.0'
20.0'/20.0'
1 %
--
1.5"
6"
350.5'
540.07539.6'
-46"
0.5'
--
6.5 AC
11,700 cuft
4,600 cuft
541.91'
542.12'
18
545.5 ft
541.0'
541.0'
155'x125'
543.5'
20.0720.0'
1 %
--
1.5"
6"
350.5'
542.07541.6'
-46"
0.5'
--
4.3 AC
7,740 cuft
7,600 cuft
542.58'
542.74'
19
514.0 ft
505.0'
507.5'
180'x280'
512.3'
20.0'/20.0'
1 %
510.0'
4.0"
6"
3.67'x3.67'
506.07505.4'
2411/8"
0.6'
471'
39.0 AC
70,200 cuft
26,700 cuft
510.01'
510.44'
20
522.0 ft
517.0'
518.8'
70'x205'
5215
20.0720.0'
1 %
520.5'
2.0"
6"
3.67'x3.67'
517.07514.0'
1811/8"
0.8'
471'
15.8 AC
52,740 cuft
10,200 cuft
520.68'
521.02'
QQ Q2
*USE SEASONAL NURSE CROP AS INDICATED BELOW
❑ SEPT. 1st - FEB. 15th ANNUAL RYE & CEREAL RYE ❑ MAR. - MAY 15th ANNUAL RYE
❑ FEB. 16th - APR. 30th ANNUAL RYEGRASS ❑ MAY 16th - AUG. 15th FOXTAIL MILLET
❑ MAY 1 st - AUG. 31 st GERMAN MILLET ❑ AUG. 16th - OCT. ANNUAL RYE
❑ NOV. - FEB. WINTER RYE
ORGANIC MULCH MATERIALS AND APPLICATION RATES
VESCH TABLE 3.35-A
RATES
MULCHES PER ACRE PER 1000 SF NOTES:
1j - 2 TONS 70 - 90 lbs. FREE FROM WEEDS AND COARSE MATTER. MUST BE ANCHORED.
STRAW OR HAY (MIN. 2 TONS FOR SPREAD WITH MULCH BLOWER OR BY HAND
WINTER COVER)
FIBER MULCH MINIMUM 35 lbs. DO NOT USE AS MULCH FOR WINTER COVER OR DURING HOT, DRY
1500 lbs. PERIODS.* APPLY AS SLURRY
CORN STALKS 4 - 6 tons 185 - 275 lbs. CUT OR SHREDDED IN 4-6" LENGTHS. AIR DRIED. DO NOT USE
IN FINE TURF AREAS. APPLY WITH MULCH BLOWER OR BY HAND.
FREE OF COARSE MATTER, AIR-DRIED. TREAT WITH 12 lbs.
WOOD CHIPS 4 - 6 tons 185 - 275 lbs. NITROGEN PER TON. DO NOT USE IN FINE TURF AREAS. APPLY
WITH MULCH BLOWER, CHIP HANDLER, OR BY HAND.
BARK CHIPS OR50 - 70 c.y. 1 - 2 c,y, FREE OF COARSE MATTER. AIR-DRIED. DO NOT USE IN FINE TURF
SHREDDED BARK AREAS. APPLY WITH MULCH BLOWER, CHIP HANDLER, OR BY HAND
* WHEN FIBER MULCH IS THE ONLY AVAILABLE MULCH DURING PERIODS WHEN STRAW SHOULD
BE USED, APPLY AT A MINIMUM RATE OF 2000 lbs./ac. OR 45 lbs./1000 sq. ft.
WATER ENTRY UNIT
WITH TRASH SCREEN GENERAL NOTES:
1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE
PIPE.
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN
CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD
CONDITIONS WARRANT A CHANGE.
3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
°' 4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
ORIFICE OPENING INSIDE THE INSTALLED.
ORIZONTAL TUBE WITH A 5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
CONSTANT HYDRAULIC HEAD DISCHARGE END OF THE PIPE.
6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT
MANNER.
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT
SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
SCHEDULE 40 PVC PIPE
(BARREL OR ARM) ARTHEN EMBANKMENT
MAXIMUM HEIGHT OF FLOAT WHEN NO
MERGENCY SPILLWAY OTHER STORM WATER DISCHARGE
OPENINGS EXIST
_,__--FLEXIBLE HOSE (MAJOR STORM EVENT)
_ INVERT OF LOWEST STORM PVC VENT
GRATE WATER DISCHARGE OPENING PIPE
(MINOR STORM EVENT)
- - -II II I LOAT
FLEXIBLE HOSE MUST BE
WATERH
E
FASTENED TO
PIPE I I I STODI TY
CHARGE C OPENING
OPEN
H LEXIBLE HOSE L = 1.4 X DEPTH
�- TO THE OVERFLOW
I MINIMUM LENGTH APPLIES
:NTRY UNIT I SCHEDULE 40 PVC PIPE
III (BARREL OR ARM)
END VIEW SIDE VIEW MAINTAIN DEPRESSION TO =-1-I)
(NO SCALE) MINIMIZE CHANCE OF
SKIMMER BECOMING STUCK
DRAWN BY T. R. EVANS 10/10
FAIRCLOTH SKIMMER& DISCHARGE SYSTEM WITH OUTLET J. W. FRCLO H I SON INC.
WWW.FAIRCLOTSKI M MER.COM
STRUCTURE TELEPHONE: [phone]
FAX: [phone]
EMAIL: WARRENOFAIRCLOTHSKIMMER. COM
STAPLES STRAW BALE BINDER WIRE
(2 PER BALE) 10 mil PLASTIC LINING
NATIVE MATERIAL
(OPTIONAL)
SECTION B -B
WOOD OR
STAPLE
10 mil PLASTIC LINING
METAL STAKES
PLAN
,d
Edi
(2 PER BALE)
10' MINIMUM
TYPE "ABOVE GRADE" WITH STRAW BALES
B
VARIES
PLYWOOD
48"X24"
PAINTED WHITE
IICONCRETE
WASHOUT
36"
f 'Emil=- ilimilII-1111::
36"
BLACK LETTERS
6" HEIGHT
LAG SCREWS
WOOD POST
3.5"X3.5"X8'
B CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
I I 2"
8" 1.12" DIA
L STEEL WIRE
STAPLE
10 mil PLASTIC LINING
DETAIL
PLAN
,d
Edi
�a
��ai
_
TYPE "ABOVE GRADE" WITH STRAW BALES
PLYWOOD
48"X24"
PAINTED WHITE
IICONCRETE
WASHOUT
36"
f 'Emil=- ilimilII-1111::
36"
BLACK LETTERS
6" HEIGHT
LAG SCREWS
WOOD POST
3.5"X3.5"X8'
B CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
I I 2"
8" 1.12" DIA
L STEEL WIRE
NOTES
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED
WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT
FACILITY.
3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE
OF THE WORK AND DISPOSED OF OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE
CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND
STABILIZED TO PREVENT EROSION.
REFERENCE:
CITY OF RALEIGH PUBLIC WORKS DEPARTMENT
SW -20.25 -CONCRETE WASHOUT
10/22/2012.
SANDBAG
10 mil PLASTIC LINING
=1' SECTION A -A
3' NOT TO SCALE
LATH AND
FLAGGING ON I� BERM
3 SIDES
10' MINIMUM
O O O O O
SANDBAG
VARIES 0
PLAN
0 0 NOT TO SCALE
BERM
O O O O O
10 mil PLASTIC LINING TYPE "BELOW GRADE"
10 mil PLASTIC LINING
WOOD FRAME SECURELY
FASTENED AROUND SECTION B -B
ENTIRE PERIMETER NOT TO SCALE
WITH TWO STAKES
10'MINIMUM
VARIES
10 mil PLASTIC LININ„
TWO -STACKED
2X12 ROUGH
WOOD FRAME
STAKE
(TYP)
ABOVE GROUND"
WITH WOOD PLANKS
STAPLE
10 mil PLASTIC LINING
DETAIL
PLAN
STRAW BALE
(TYP)
NOT TO SCALE
_
TYPE "ABOVE GRADE" WITH STRAW BALES
NOTES
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED
WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT
FACILITY.
3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE
OF THE WORK AND DISPOSED OF OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE
CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND
STABILIZED TO PREVENT EROSION.
REFERENCE:
CITY OF RALEIGH PUBLIC WORKS DEPARTMENT
SW -20.25 -CONCRETE WASHOUT
10/22/2012.
SANDBAG
10 mil PLASTIC LINING
=1' SECTION A -A
3' NOT TO SCALE
LATH AND
FLAGGING ON I� BERM
3 SIDES
10' MINIMUM
O O O O O
SANDBAG
VARIES 0
PLAN
0 0 NOT TO SCALE
BERM
O O O O O
10 mil PLASTIC LINING TYPE "BELOW GRADE"
10 mil PLASTIC LINING
WOOD FRAME SECURELY
FASTENED AROUND SECTION B -B
ENTIRE PERIMETER NOT TO SCALE
WITH TWO STAKES
10'MINIMUM
VARIES
10 mil PLASTIC LININ„
TWO -STACKED
2X12 ROUGH
WOOD FRAME
STAKE
(TYP)
ABOVE GROUND"
WITH WOOD PLANKS
a
� 0 I E
I
O � o
+ 00 M v
L
v S
+, C o)
ii, ssy• � � a ,�,
i L 3
U
0) 0
F
WUj
0 m
.�.
cp � o
Ln
®®L v O
= w w
z
0
D-
00
OV
=rJ:(n W _
:w cn 0: 2 =
'','�r�rr1r111111�,A\``
Revision Dates
1 -10 -17 -PER NCDOT
2-15-17 PER NCDEQ
-21 -17-PER COUNT)
Date: 5-10-17
�
U
_
Scale: AS NOTED
U1Q
Designed by: EHB
O
o
LJ
Drawn by: RIJ
0
O
Checked by: EHB
W N
Z C)
a
� 0 I E
I
O � o
+ 00 M v
L
v S
+, C o)
ii, ssy• � � a ,�,
i L 3
U
0) 0
F
WUj
0 m
.�.
cp � o
Ln
®®L v O
= w w
z
0
D-
00
OV
=rJ:(n W _
:w cn 0: 2 =
'','�r�rr1r111111�,A\``
Revision Dates
1 -10 -17 -PER NCDOT
2-15-17 PER NCDEQ
-21 -17-PER COUNT)
Drawing No.
5,e
1
of 23 Sheets
Job No. 2377
�
U
_
J
J
U1Q
O
o
LJ
0
O
W N
Z C)
N
W
U
M Q
w U >
�_
W
Q �
O
0- �w 0
0
J -
Z
W N m
O
Q
� N
�
U
Drawing No.
5,e
1
of 23 Sheets
Job No. 2377

BASIN #
2
LEGEND
CURVE NUMBER/
RUNOFF
COEFFICIENT
CONSTRUCTION AREA
1230
EXISTING CONTOURS
1230
PROPOSED CONTOURS
+ 28.5 PV
PROPOSED SPOT ELEVATION
72
DRAINAGE FLOW
cE
CONSTRUCTION ENTRANCE
cRs
CONSTRUCTION ROAD STABILIZATION
sF
SILT FENCE
iP
INLET PROTECTION
ciP
CULVERT INLET PROTECTION
DD
TEMPORARY DIVERSION DIKE
FD
TEMPORARY FILL DIVERSION
RwD
RIGHT OF WAY DIVERSION
sT
SEDIMENT TRAP
oP
OUTLET PROTECTION
cD
ROCK CHECK DAMS
To
TOPSOILING
Ts
TEMPORARY SEEDING
Ps
PERMANENT SEEDING
so
SODDING
Mu
MULCHING
BASIN #
DRAINAGE AREA
TIME OF
CONCENTRATION
(MIN)
CURVE NUMBER/
RUNOFF
COEFFICIENT
1
17.6 cc
6.6
72
2
19.8 cc
9.0
72
3
21.5 cc
8.7
90
4
29.3 cc
10.6
90
5
7.0 cc
5.0
90
6
43.2 cc
12.0
90
7
15.5 cc
9.5
90
8
50 cc
9.9
90
9
15.4 cc
8.2
90
10
17.4 cc
9.8
90
11
30.0 cc
14.6
90
12
43.4 cc
13.3
90
13
29.9 cc
15.0
0.4
14
30.9 cc
10.6
0.4
15
33.9 cc
8.0
0.4
16
16.1 cc
5.0
0.4
17
6.5 ac
5.0
0.4
18
4.3 cc
5.0
0.4
19
39.0 ac
5.0
0.4
20
15.8 ac
6.0
0.6
i DA SB1
17.6 AC s
19.8 AC
gy
-�13
SB
_
j4/ DA SB5 S
7.0 AC
DISTURBED AREA / / //l) (�'
DRAINAGE AREA
CENTER LINE
SITE BOUNDARY
-E/T- ELECTRIC/TELEPHONE
❑E METER/ TRANSFORMERDA SB6 ' _ \
�
C GUY WIRE
EXISTING UTILITY POLE
X� EXISTING LIGHT POLES
3:� PROPOSED UTILITY POLE
STORM SYSTEM
000000 PROPOSED DITCH
- - EXISTING PROPERTY LINE I / -t / / /
- - - SETBACK LINE
- - EASEMENT LINE
--------- DISTURBED AREA
� ( l\ 1 DA SB10
PROPOSED PAD \ \ DA SB7 50.0 AC 17.4 AC
PROPOSED RACK PATH I 15.5 AC r DA S1391 /
PROPOSED SERVICE AISLE \ 8 SB9 15.4 AC NI 1f I
--------- EXISTING ROAD / 1
PROPOSED ROAD
PROPOSED FENCE
Q CONCRETE PAVING
HEAVY PAVEMENT
D LIGHT PAVEMENT
® GRAVEL AREA
ARRAY FIXED SOLAR PANELS DA SB141 DA SB15
ARRAY TRACKING SOLAR PANELS / / - - \ \ ) 30.9 AC / 33.9 ACI / 1
DELINEATED WETLANDS
100 YR FLOODPLAIN
--------- TOP OF STREAM BANK
PERENNIAL STREAM -50' MINIMUM CLASS 1 BUFFER
- - - - - NO -BUILD SETBACK -CLASS 1-20'/CLASS 2-10' / /� I // / I // 1 /SB1¢ /SB15
INTERMITTENT STREAM -30' CLASS 2 BUFFER _
PROPOSED BOUNDARY BUFFER / \ DA SB16
PROPOSED ADJACENT NEIGHBOR BUFFER
TEMPORARY CONTRUCTION STAGING
TEMPORARY CONCRETE WASHOUT
TIME OF CONCENTRATION \ I
DIVERSION DIKE DA SB616
o DITCH LINE / / 6.5 11
SEDIMENT BASIN BAFFLE DA SB13
EXISTING UG FIBER OPTICS LINE Q
29.8 AC
SB9,7
B13� SB18
4.3 AC
\30' CLA 2 STREAM BUFFER /r
I 1 SS UILD ZON ADJACENT NEIGHBOR 100' I \
I �
LANDSCAPING BUFFER
EASEMENT \
rlr;l���
DA SB
39.0 AC
DA SB
0.0 AC
SB1 I-
\-
\ DA SB 12/ S 2'^ �\- / Ile -
I43.4
AC"Iy/ (' /0000/
TEMPORXI"44STRUCTIO"TA61
X180' (NP. OF 5� -EE SH. 511 D 5 8B 20
AC
GRAPHIC SCALE
EMRRo RY CRSEI
\ I l\ 1 / ✓ 500' 0 500' 1000'
\ )'X30�EW \ P. 5) SEE SH. 1 / II
CLASS/1 STREAM BUFFED f01 N\.v�LD ZONE-
;� h / �� / / SCALE: 1 "=500'
j9
Map Unit Symbol
Map Unit Name
BaB
Badin channery silt loam, 2 to 8
percent slopes
BaD
Badin channery silt loam, 8 to
Scale: AS NOTED
15 percent slopes
Snewacla sany loam, 0 to 2
ChA
percent slopes, frequently
Designed by: EHB
flooded
GoC
Goldston very channery silt
loam, 4 to 15 percent slopes
HeB
Herndon silt loam, 2 to 8 percent
slopes
KkB
Kirksey silt loam, 1 t 6 epercent
Checked by: EHB
slopes
WA
Misenheimer channery silt loam,
0 to 4 percent slopes
TaB
Tarrus silt loam, 2 to 8 percent
CL
slopes
W
Water
\ � I
/
/
/
/
/
/
B
KkB
ro D
T a�
i • i
0
BaB �
hl
KkB
BaB
/
/ �� Ijiill
��30' CLASS 2 STREAM BUFFER
10' CLASS 2 NO -BUILD ZONE
I Ta B
BaD��
�\ -- BaD
C /
/
l
KkB
HeB
NB
1 � /
am
Nis A
M
Ba
ADJACENT NEIGHBOR 100'
LANDSCAPING BUFFER I e
EASEMENT
I�
I"
CLASS 1 STREAM BUFFER AND NO -BUILD ZONE I
© Ik
I
� I
/
Ba
1�
Ovo�N, 00
"Q'� Q '-' Z:m'
-U:(n Ld _
Revision Dates
1-26-17 PER NCDEQ
2-15-17 PER NCDEQ
-21-17 PER COUN
Date: 5-10-17
6
of 23 Sheets
0
Scale: AS NOTED
z
Designed by: EHB
Drawn by: RIJ
Checked by: EHB
Ovo�N, 00
"Q'� Q '-' Z:m'
-U:(n Ld _
Revision Dates
1-26-17 PER NCDEQ
2-15-17 PER NCDEQ
-21-17 PER COUN
GRAPHIC SCALE
/ 500' 0 500' 1000'
/
SCALE: 1 "=500'
I
Drawing No.
6
of 23 Sheets
0
z
O
CL
J
Of
J
U
Un
N
O
\ \�
J
W CIA
Z 0 N
\
_
O
W - Q
\
m3�: a
\
0
W U >
\
N
Q J
\
Q
_j2
w 0
\
W
_ -
W m
Q
D 0
O
cV
Ld
m
C'
U
Q
�
z
a
C)
GRAPHIC SCALE
/ 500' 0 500' 1000'
/
SCALE: 1 "=500'
I
[Job No. 2377
Drawing No.
6
of 23 Sheets
[Job No. 2377

I
\ \ \ 1\00' FIFE o j_
_ \ I v `
\\ ✓v \
vv v
\\ YARD A °
civ
\ civ
\ v
\ / o ° Array 3
YARD B1 v Ar r 4
v
O °
'v
moo/ v v vv vv
YARD B2 0
v
&YARD B3
v
2L LARGE SHRUBS LANDSCAPING NOTES:
7�6 '
15 PER 50' UNLESS / ^ 40' 1. TREES WITHIN LANDSCAPE BUFFERS MAY BE PRUNED AS
/ v V v OTHERWISE NOTED Q i NECESSARY TO AVOID OVERHEAD UTILITY LINES OR PREVENT
o vv . IN TABLE THIS SHADING OF THE SOLAR ARRAYS.
VV �vv
PAGE -
v v v 75% EVERGREEN 2. ORNAMENTAL SMALL MATURING TREES
v v Y / SINGLE ROW - FOUR (4) TREES PER 50'
v v,. /— 100' BUFFER AREA TWENTY-FIVE PERCENT MUST BE EVERGREEN
v v a /� MIN. 1 4" CALIPER AT 6" ABOVE GROUND AT TIME OF
Array 1 ° o ` / , PLANTING
V v 100' BUFFER a i MYRICA CERIFERA (WAX MYRTLE)
ILEX DECIDUA (POSSUMHAW)
Array 2 v v°v#��' 3. SHRUBS
V ` / ' /Q TRIPLE ROW - 15 SHRUBS PER 50'
SEVENTY-FIVE PERCENT MUST BE EVERGREEN
VV ti SMALL ORNAMENTAL TREES MIN. 2 TALL WHEN PLANTED - 5-6 FEET AT FOUR
° v �`* #, i FOUR PER 50' YEARS
°\ •'-� UNLESS OTHERWISE JUNIPERUS CHINENSIS HETZI (HETZI JUNIPER)
V
�` NOTED IN TABLE ABOVE HAMAMELIS VERNALIS (VERNAL WITCH HAZEL)
Array 5 7V �� 25% EVERGREEN
V 4. TREES & SHRUBS SHALL BE PLANTED FOLLOWING REMOVAL
V v v 100' BUFFER o OF TEMPORARY EROSION AND SEDIMENT CONTROL L
vi
v v v • NTRANCE #5 MEASURES.
V —� ��� � /
VV V YARD C5. PESTICIDES AND CHEMICALS SHALL NOT BE USED TO L
v v / MAINTAIN THE GRASS OR WEEDS ON THE SITE.
L
ENTRANCE #4J
Array 6 1 m
V
A DYA R D H1 ° `� °_V�`��
/ v Array 7
° Array 9 \
v
v Array 8 / YAR D D \
Array 10 Array 11 _ Array 12 J 110,11. \
Array 13 Array 14 Array 15 Array 16 Array 17
V
Array 18 Array 19 ,`v
6v
V
Landscape Buffer Yard Requirements
Yard
Existing
Length
(Ft)
Required
Width
(Ft)
I
Required
Shrubs
(30 per 100
ft)
Proposed Plantings
Existing
Growth
i
482
100
39
145
39 trees/145 shrubs
I
B1
862
100
69
259
�
I
EXISTING ROAD
132
808
II I
I
I
Array 13 Array 14 Array 15 Array 16 Array 17
V
Array 18 Array 19 ,`v
6v
V
Landscape Buffer Yard Requirements
Yard
Existing
Length
(Ft)
Required
Width
(Ft)
Required Trees
(8 understory
per 100 ft)
Required
Shrubs
(30 per 100
ft)
Proposed Plantings
Existing
Growth
A
482
100
39
145
39 trees/145 shrubs
PROPOSED RACK PATH
B1
862
100
69
259
69 trees/259 shrubs
EXISTING ROAD
132
808
100
65
242
33 tre e s/ 121s h ru bs
0 °
133
962
100
77
289
19 trees/95 shrubs
GRAVEL AREA
C
1406
100
113
422
56trees/211 shrubs
- - - - -
D
658
100
53
197
25 trees/100 shrubs
PROPOSED ADJACENT NEIGHBOR BUFFER
4 E1
1180
100
94
354
94trees/354 shrubs
- Fri., 8am to 5pm CST
E2
4810
100
192
722
192 trees/722 shrubs
F1
1803
100
144
541
144trees/541 shrubs
4 F2
488
100
39
146
20 trees/146 shrubs
b) Leave in place for a full growing season.
G
491
100
39
147
39 trees/147 shrubs
When planting steep slopes or other erosion -prone sites, we
P g P P P
H1
3136
100
251
941
251 trees/941 shrubs
turf grasses, making No Mow more ecological than other
H2
1 78451
100
1 6281
2354
419 trees/1568 shrubs
* Required tree and shrub counts are reduced by the retention of existing vegetation.
Existing tree/shrub count was estimated by visual observation and review of aerial photos of the Site.
LEGEND
- -
herbicides and other lawn care products. These chemicals and
SITE BOUNDARY
— —
EXISTING PROPERTY LINE
- — -
SETBACK LINE
— — —
EASEMENT LINE
[e-mail]
DISTURBED AREA
closer than 3.5 inches. Close mowing will eventually damage
PROPOSED PAD
the roots and weaken the turf. Fescue grasses often produce
PROPOSED RACK PATH
a) If perennial weeds are present, cultivate ata depth o
PROPOSED PERIMETER FENCE
--�-�-��
suspended in the hydromulch and is not in dose contact
PROPOSED SERVICE AISLE
---------
EXISTING ROAD
-
EXISTING UG FIBER OPTICS LINE
this method should be increased to seven to eight pounds
PROPOSED ROAD
per 1000 sq.ft. (300-350 lbs. per acre) to account for this
PROPOSED FENCE
0 °
. CONCRETE PAVING
HEAVY PAVEMENT
D
LIGHT PAVEMENT
®
GRAVEL AREA
ARRAY
FIXED SOLAR PANELS
ARRAY
TRACKING SOLAR PANELS
planting an area, it is difficult to write a standard "recipe"
PERENNIAL STREAM -50' MINIMUM CLASS 1 BUFFER
- - - - -
NO -BUILD SETBACK -CLASS 1-20'/CLASS 2-10'
-----
INTERMITTENT STREAM -30' CLASS 2 BUFFER
Watering is essential during the first one to two months,
PROPOSED BOUNDARY BUFFER
-
PROPOSED ADJACENT NEIGHBOR BUFFER
—
PROPOSED LANDSCAPING
■1111111■
PROPOSED SUPPLEMENTAL LANDSCAPING
www.prairienursery.com
TEMPORARY CONTRUCTION STAGING
- Fri., 8am to 5pm CST
TEMPORARY CONCRETE WASHOUT
rm " ovo`M
EXISTING BUFFER
/ \ METHOD B: Existing Crop Fields (Corn, soybeans, or small grains) USE THIS GRASS SEED OVER ENTIRE SITE
\
PRAIRIE No Mow Lawn These guidelines are based on our e erxPience. Before planting, check the field history of herbicide IOR EQUIVALENT AS APPROVED BY OWNER.
/ If you have any questions, please call or email application. If herbicides with long-term residual activity in
_ N U RSERY �r (l the soil (such as Atrazine) have been applied within the past
I / us with your concerns. We will do our very best
\
year or two, consider testing the soil for herbicide residue.
PHASE II S'" '9° ee ing Instructions to ensure the success of your No Mow Lawn. y g
I I
PHASE I \ Atrazine is commonly applied to cornfields, and can kill
I Array 20 Array 21
I I
I Array 23 Array 24
/ Array 26
\K_
\ / Y
YARD H2
Array 28 _
/
/ Array 29 fL
/ L
/ Array 31
�- 100' BUFFER
Array 22 J
Array 25
Arrav 27
'911111�>WMMr
Array 30
\ L Array 32 I Q
\ _ \ z
Array 33 / w
J
/ Array 34 1 ��
I I
7
Array 35 Array 36 / e
Ir
ADJACENT NEIGHBOR 100' I \
I LANDSCAPING BUFFER
EASEMENT \
Array 37 Array 38 I \
I Array 42 1� �\ Array 39 I
/ \ v°
Array YARD
ay 4
A 3 G ® I
/ \ \
Array 40
/ v
—7 Array 44 `� ` /
7,° C Array 41 /
Array 46 , I
�i v civ Array 45 /
°v\ Array 47
V.' /
° v Array 48 Array 49 Array 50 I
s (fixed) OST CREEK
i
v IIv Nil V V__vvvvv -vim \
30' BUFFER/NO-BUILD �' e�-p V v v v -'v$
�S> ' v --.>z� ave v v
RpP� ° I V / II // \ el
v \\ \\ d� ®CLASS 1 STREAM BUFFER -,A6 ly0�$CJILD ZONE
�NTRANC�
PROPOSED 24' GATEi
(TYPICAL—FIVE LOCATIONS)
/ NTRANCE #3
YARD E1®©
100' BUFFER
EXISTING UNDERGROUND FIBER OPTICS
LINE -TO BE FIELD -LOCATED
YARD E2
BREAKER
STATION & SUB -STATION
ZAAkQE #2
YARD F1
YARD F2
GRAPHIC SCALE
500' 0 500' 1000'
SCALE: 1 "=500'
No -till drills and slit -seeders require a smooth, level soil surface
completely free of weeds. Tilling is not necessary, unless the
area is rough and requires re -grading and smoothing. No -
till seeding and slit -seeding have the advantage of bringing
up very few weed seeds from the soil below. Excess dead
vegetation should be cut and removed, or burned prior to using
slit -seeders to prevent fouling and dogging of the seeding
mechanisms.
PLANTINGSTEP 3:
WHEN TO PLANT
Fall (August 20 to October 20). Fall is the best time to plant.
Cool temperatures and gentle rains promote germination of the
cool season fescue grasses. Weed germination is lower in fall
than in spring. Fall -seeded lawns typically have far fewer weeds
than spring -seeded lawns.
Spring (March 15 to May I5). Spring planting is a good
second option. Spring seedings often require watering more
frequently, summer drought can be a threat, and weeds will
typically be more competitive. Seeding No Mow between May
16th and August 19th is not recommended.
PLANTING METHODS
METHOD 1: Broadcast Seeding or Drop -Seeding
a) Requires a tilled seed bed free of rocks or clumps greater
than one inch diameter.
b) Fill broadcast spreader or drop seeder. Some seeders
list the seeding rates for fescue grasses. If no listing is
provided, experiment with setting the opening, so that
the seed is distributed at the recommended rate of five
pounds per 1,000 square feet.
c) Cover the seed with one eighth to one fourth inch of soil.
Use a rake, or drag the planted area with seeding drag, or
piece of chain link fence.
On areas greater than a 10,000 square feet, it is often more
efficient to plant your No Mow seed using a mechanical seeder,
such as a "Brillion' or "Land Pride" turf seeder. The Brillion
seeder has heavy cast iron packing wheels that provide firm
seed to soil contact. The ground must be freshly tilled when
using a Brillion seeder. Land Pride turf seeders are similar to
the Brillion seeders, with more aggressive soil preparation
mechanisms. Brillion and Land Pride turf seeders are often
available at equipment rental and farm rental establishments.
"Slit seeders" refer to various makes and models of seeders that
plant the seed in rows by opening small slits in the soil at the
time of seeding. "Ryan" walk -behind slit seeders are commonly
available at many rental centers. When using a slit seeder, make
sure not to set the slit seeder too deep, no more than 1/8 inch
deep or less.
Method 3: "No -Till Broadcast Seeding" For Fall Only
This method involves planting the seed into exposed, untilled
soil following a sod -cutting, smothering, or herbicide
treatment. The seed is broadcast onto the surface of the soil in
late summer or early fall, without tilling or raking the seed into
the soil. The mineral soil must be exposed for this method to
work properly. Do not use this method to seed into an untilled
dead sod. The dead sod will prevent good seed -to -soil contact.
Dead sod also wicks moisture up out of the soil, drying out
the surface soil in the germination zone. Dead sod can be
aggressively dethatched to expose mineral soil, the thatch then
removed and the seed applied, either by broadcast seeding or
using a Slit Seeder. Areas that are seeded using this method
must be watered regularly every morning for the first three
weeks to encourage germination.
This No -Till Broadcast Seeding method is an excellent choice for
steep slopes and erodible sites, since the soil is never exposed
by tilling. The dead roots of the grasses or weeds that were
killed by smothering or herbiciding will usually hold the soil
over the summer during the site preparation process, as well
as after the No Mow seed is planted. The No Mow with Annual
3 of 4
a� -- — Accu w. wa v ... y, a.... e.. ..,...,...,....._
onto a prepared seedbed of loose, weed -free soil.
- -
herbicides and other lawn care products. These chemicals and
800-476-9453
germinating seedlings of fescue grasses rf present in sufficient
Everything you need to know to get the best results with your No Mow Lawn.
Mon.— Fri., 8am to 5pm CST
concentrations.Email:
5-10-17
square feet (220 pounds per acre) can be used when using
[e-mail]
1. CULTIVATING OPTION
closer than 3.5 inches. Close mowing will eventually damage
b) Mix the seed with water and hydromulch, and "shoot"
the roots and weaken the turf. Fescue grasses often produce
this mixture onto the prepared seedbed in a single
a) If perennial weeds are present, cultivate ata depth o
pass. Due to the fact that much of the grass seed will be
a more manicured appearance, mow at four inches when the
suspended in the hydromulch and is not in dose contact
seed heads appear. This is usually the only mowing that will be
four to five inches every two to three weeks from spring
required, unless a more manicured look is desired.
become successfully established. The seeding rate using
If you require a more "cropped lawn" look, occasional mowing
this method should be increased to seven to eight pounds
through fall. This should kill all the weeds on the site.
per 1000 sq.ft. (300-350 lbs. per acre) to account for this
mixtures. Mow once a month at a height of 3.5 inches, starting
STEP 1: SITE PREPARATION •
b) Plant in fall between August 20 and October 20 for best
� td
STEP 4: •ST PLANTINGMAINTENANCE
results.
< , r� n
Since a variety of site conditions will be encountered when
Note: Year-long cultivation is Not Recommended on steep,
to other lawns, a some management is required to ensure
unsightly appearance.
planting an area, it is difficult to write a standard "recipe"
erosion -prone sites.
carpet of grass. In fall, leaves should be raked and removed to
for site preparation and planting procedures. Select from the
prevent them from smothering the lawn. An option to raking
Watering is essential during the first one to two months,
is to mow with a mulching mower after all the leaves have
following site preparation Methods and Options to match your
2• HERBICIDING OPTION
should be watered every other morning for 15 to 30 minutes
over winter. The nutrients from the mulched leaves are all the
particular situation:
a) Spring. Spray once in mid to late spring, wait 10 days and
www.prairienursery.com
800-476-9453 1 Mon.
- Fri., 8am to 5pm CST
plant into a prepared seedbed, between March 15 and May 15.
PO Box 306, Westfield, WI 53964
METHOD A: Existing Lawns
b) Fall: Spray once after the crop is removed when weedy
1. SMOTHERING OPTION
vegetation is still actively growing. Wait 10 days and plant
IMPORTANTtwo
a concern during this time. Watering No Mow for the first
a) Cover the site with either black plastic, old carpet,
into a prepared bed between August 20 and October 20.
months after seeding is strongly recommended or best
ft g g y f
plywood or a thick layer of leaves or newspapers.
Note: If perennial weeds are present in the field, refer to
Prairie Nursery's No Mow Lawn Seed Mix is a special blend
germination and growth.
b) Leave in place for a full growing season.
"Old Field" herbiciding instructions below, and take a full
of six different fine fescue varieties. Fescues have some of
Planting Steep Slopes and Erosion Prone Sitesyear
c) Remove the "smother cover" in fall or the following spring.
to prepare the site to remove problem weeds prior to
the deepest roots of all the turf grasses, making them more
When planting steep slopes or other erosion -prone sites, we
P g P P P
d) Plant into a prepared bed in fall, between August 20 and
seeding m fall.
g
drought tolerant than bluegrass and other lawn grasses.
Fescues also require much less nitrogen fertilizer than other
recommend using No Mow with Annual Rye nurse crop. The
October 20 (see specifics in Step 2).
METHOD C: Old Fields
turf grasses, making No Mow more ecological than other
annual rye germinates rapidly and provides quick cover to help
2. SOD CUTTING OPTION
(Abandoned agricultural fields that have grown up to weeds)
mixes. We generally recommend that you NOT apply nitrogen
stabilize slopes. When planting erosion -prone sites in fall, the
best dates for seeding are between August 20 and September
a) Remove the top two to three inches of grass and soil using
1. CULTIVATING OPTION
fertilizer to your No Mow Lawn.
20. This provides time for the annual rye and fescue to grow
a sod -cutter.
a) Mow and rake or burn the existing vegetation to the
Site Conditions
and hold the soil before the onset of winter. On steep slopes,
b) Till lightly and plant into a prepared bed.
ground in late fall or early spring.
No Mow thrives in most soil types and light conditions,
the application of biodegradeable erosion -control blankets
c) If deep-rooted perennial weeds are present, sod -cutting
b) Cultivate to a depth of four to five inches every two to
including moderate shade. However, it is not recommended for
is recommended. No Mow with Annual Rye is recommended
will not remove them. Follow the preparation procedures
"Existing
three weeks from spring through late summer.
planting in wet soils, heavy day soils with little or no topsoil,
only in USDA Hardiness Zones 2-4. In warmer zones (5 +) the
and time lines outlined in Option B, Crop Fields."
c) Before planting, make sure all the existing weeds have
and in deep shade. No Mow requires good drainage and will not
annual rye does not always die over winter, and can compete
3. CULTIVATING OPTION
been killed.
tolerate standing water for more than a day or two at a time.
with the No Mow.
a) Cultivate two to three times at one week intervals to kill
d) Plant in fall between August 20 and October 20.
When to Plant
IMPORTANT — Prepare Your Site Thoroughly!
the lawn.
Note: Year-long cultivation is Not Recommended on steep,
The best time to plant No Mow Lawn Seed Mix is between
For a successful planting your site will need to be well prepared
b) Till the soil prior to seeding to break up remaining thatch
and create a smooth seedbed.
erosion -prone sites.
2. HERBICIDING OPTION
August 20 and October 20. Fall seeding is strongly
in advance. To prepare your site for planting, all existing
vegetation must be killed or removed. Existing lawn grass,
c) If perennial weeds are present, cultivate all growing
a) Mow and rake, or bum the existing vegetation to the
recommended, ideally when daytime highs drop below 80
degrees. The fescue grasses germinate during the cool, often
weeds, and other plants will compete with the No Mow seeds
season eve two to three weeks and plant into a prepared
D P P P
ground in late fall or early spring.
damp fall months. Most weeds germinate in spring, so fall
for nutrients, moisture, and sunlight. All perennial weeds
bed, free of dumps of dead sod and thatch.
b) Apply a Glyphosate herbicide (Roundup) three times at six
plantings typically have far fewer weeds than spring seedings.
must be eliminated prior to seeding. Perennial weeds such
4. HERBICIDING OPTION
to eight week intervals during the growing season (mid -
If fall planting is not an option, the best time to plant in spring
as quackgrass, bromegrass, thistles, creeping goldenrods and
a) Apply a Glyphosate herbicide when the lawn is actively
spring, mid -summer, early fall).
is between March 15 and May 15. Seeding between June 1 and
other aggressive plants will present a long-term problem if not
growing (in fall or spring).
c) When all vegetation is dead, till the soil and plant into a
August 15 is not recommended, except in cool climates that do
controlled prior to seeding your No Mow turf. Annual weeds
b) Till the sod under when the grass has turned brown, and
prepared bed between August 20 and October 20.
not experience hot summers. Fescue grasses do not generally
which are present in the soil as seeds can require your attention
break up the thatch to create a smooth seedbed. Plant
germinate well in the heat of summer, and drought is always
in early going (establishment stage), but should not pose a
in fall between August 20 and October 20, or in spring
long-term threat.
between March 15 and May 15.
1of4
2of4
d) Firm the seed into the soil by rolling with a roller,
Rye should only be used for seeding steep slopes that require
especially important if planting on dry soils, or in late spring
STEP 2: FINAL SEED BED PREPARATION
cultipadcer, or similar implement.
rapid stabilization. The annual rye will germinate quiddy and
when temperatures are higher. Once established, the grass
Just prior to planting, the soil should be prepared according to
e) Mulch the planting with a light covering of straw such
help hold the soil while the fescue germinates and develops. If a
should be watered during dry periods. Occasional thorough
the type of planting method used. This is also a good time to
as oats, winter wheat or marsh hay. Approximately
seeded slope is to be protected with a straw or excelsior erosion
soakings are better than frequent, light sprinklings. Deep
improve the fertility and water -holding capacity of sandy soils,
50% of the soil should be visible through the straw. The
blanket, there is no need to use No Mow with Annual Rye.
soakings encourages deep root growth, and makes your turf
and the porosity of day soils by tilling weed -free organic matter
mulch helps control erosion on gentle slopes, and retains
This seeding is recommended for fall seeding ONLY.
more drought resistant.
into the soil (i.e. compost, eat moss, mushroom compost, etc.).
P P P
moisture in sandy and day soils.
Spring seedings are subject to higher temperatures and greater
Fertilizing and Weed Control
Broadcast Seeding or Drop Seeding and Mechanical
f) If working on steep slopes, it is recommended that
chance of drought than fall seedings. However, success can be
Fertilizing is not recommended for No Mow fescue turf, and
Seeding With a Brillion Seeder
the area be covered with an erosion -control blanket
attained using this method with early spring seedings in March
should be applied sparingly, if at all. If you must, fertilize
immediately after seeding. The grass will come up through
and April, with daily morning watering throughout the spring
Applying seed from push -type broadcast and drop seeders
the erosion blanket, and the soil will be protected from
P
to maintain soil moisture.
in early spring or late summer. Use a slow-release, balanced
requires a smooth, tilled and finely graded surface for firm
washing away during heavy rains.
fertilizer with equal portions nitrogen, phosphorus, and
seed -to -soil contact. The seed is simply raked lightly into the
. •n . ., . .. .. - ..
RIICTL11%n •1. 1111..1.....:....1 n1....a.:_ ...'1L —a_ -
METHOD 4: Hydro -Seeding
potassium. Do not use high levels of nitrogen fertilizer on your
No -till drills and slit -seeders require a smooth, level soil surface
completely free of weeds. Tilling is not necessary, unless the
area is rough and requires re -grading and smoothing. No -
till seeding and slit -seeding have the advantage of bringing
up very few weed seeds from the soil below. Excess dead
vegetation should be cut and removed, or burned prior to using
slit -seeders to prevent fouling and dogging of the seeding
mechanisms.
PLANTINGSTEP 3:
WHEN TO PLANT
Fall (August 20 to October 20). Fall is the best time to plant.
Cool temperatures and gentle rains promote germination of the
cool season fescue grasses. Weed germination is lower in fall
than in spring. Fall -seeded lawns typically have far fewer weeds
than spring -seeded lawns.
Spring (March 15 to May I5). Spring planting is a good
second option. Spring seedings often require watering more
frequently, summer drought can be a threat, and weeds will
typically be more competitive. Seeding No Mow between May
16th and August 19th is not recommended.
PLANTING METHODS
METHOD 1: Broadcast Seeding or Drop -Seeding
a) Requires a tilled seed bed free of rocks or clumps greater
than one inch diameter.
b) Fill broadcast spreader or drop seeder. Some seeders
list the seeding rates for fescue grasses. If no listing is
provided, experiment with setting the opening, so that
the seed is distributed at the recommended rate of five
pounds per 1,000 square feet.
c) Cover the seed with one eighth to one fourth inch of soil.
Use a rake, or drag the planted area with seeding drag, or
piece of chain link fence.
On areas greater than a 10,000 square feet, it is often more
efficient to plant your No Mow seed using a mechanical seeder,
such as a "Brillion' or "Land Pride" turf seeder. The Brillion
seeder has heavy cast iron packing wheels that provide firm
seed to soil contact. The ground must be freshly tilled when
using a Brillion seeder. Land Pride turf seeders are similar to
the Brillion seeders, with more aggressive soil preparation
mechanisms. Brillion and Land Pride turf seeders are often
available at equipment rental and farm rental establishments.
"Slit seeders" refer to various makes and models of seeders that
plant the seed in rows by opening small slits in the soil at the
time of seeding. "Ryan" walk -behind slit seeders are commonly
available at many rental centers. When using a slit seeder, make
sure not to set the slit seeder too deep, no more than 1/8 inch
deep or less.
Method 3: "No -Till Broadcast Seeding" For Fall Only
This method involves planting the seed into exposed, untilled
soil following a sod -cutting, smothering, or herbicide
treatment. The seed is broadcast onto the surface of the soil in
late summer or early fall, without tilling or raking the seed into
the soil. The mineral soil must be exposed for this method to
work properly. Do not use this method to seed into an untilled
dead sod. The dead sod will prevent good seed -to -soil contact.
Dead sod also wicks moisture up out of the soil, drying out
the surface soil in the germination zone. Dead sod can be
aggressively dethatched to expose mineral soil, the thatch then
removed and the seed applied, either by broadcast seeding or
using a Slit Seeder. Areas that are seeded using this method
must be watered regularly every morning for the first three
weeks to encourage germination.
This No -Till Broadcast Seeding method is an excellent choice for
steep slopes and erodible sites, since the soil is never exposed
by tilling. The dead roots of the grasses or weeds that were
killed by smothering or herbiciding will usually hold the soil
over the summer during the site preparation process, as well
as after the No Mow seed is planted. The No Mow with Annual
3 of 4
a� -- — Accu w. wa v ... y, a.... e.. ..,...,...,....._
onto a prepared seedbed of loose, weed -free soil.
- -
herbicides and other lawn care products. These chemicals and
Hydromulch can then be applied separately in a second
fertilizers should be used sparingly, of at all.
pass after the seed has been applied mixed with water
Mowing
only. The recommended seeding rate of 5 pounds per 1000
5-10-17
square feet (220 pounds per acre) can be used when using
It is not recommended that you mow your No Mow Lawn
this two step method.
closer than 3.5 inches. Close mowing will eventually damage
b) Mix the seed with water and hydromulch, and "shoot"
the roots and weaken the turf. Fescue grasses often produce
this mixture onto the prepared seedbed in a single
seed heads up to two feet tall in early to mid-June. To maintain
pass. Due to the fact that much of the grass seed will be
a more manicured appearance, mow at four inches when the
suspended in the hydromulch and is not in dose contact
seed heads appear. This is usually the only mowing that will be
with the soil, a certain percentage of seedlings will not
required, unless a more manicured look is desired.
become successfully established. The seeding rate using
If you require a more "cropped lawn" look, occasional mowing
this method should be increased to seven to eight pounds
will be necessary, but far less frequently than with other lawn
per 1000 sq.ft. (300-350 lbs. per acre) to account for this
mixtures. Mow once a month at a height of 3.5 inches, starting
phenomenon.
in spring and continuing throughout the growing season. Never
remove more than the top one third of the leafy growth. Do
STEP 4: •ST PLANTINGMAINTENANCE
not mow your No Mow turf to a short height late in the season,
after it has been allowed to grow to its full natural height. This
Although No Mow plantings are low maintenance compared
will scalp the lawn, severely harming the grass and creating an
to other lawns, a some management is required to ensure
unsightly appearance.
successful establishment and growth.
Your No Mow Lawn will form a soft, four to six inch tall flowing
carpet of grass. In fall, leaves should be raked and removed to
Watering
prevent them from smothering the lawn. An option to raking
Watering is essential during the first one to two months,
is to mow with a mulching mower after all the leaves have
increasing germination rates and seedling survival. Seeds
dropped. This shreds the leaves and encourages decomposition
should be watered every other morning for 15 to 30 minutes
over winter. The nutrients from the mulched leaves are all the
during the first four to six weeks after planting. This is
fertilizer your No Mow Lawn should need!
www.prairienursery.com
800-476-9453 1 Mon.
- Fri., 8am to 5pm CST
[e-mail]
PO Box 306, Westfield, WI 53964
4of4
I—�
I�0
I E
O 't o
+, M v
1 N L
Lo
aw
i 3
rn o
LL1r7
LLJ
�_
0 m
Ln •L Lo
v O
= w ,1
Z ,
0
a_
Ovo�Q� 00
4
^Q•Cn Q,—I Z:m�
=
(-):(n Ld qt_
Revision Dates
-20-17-PER
Date: 5-10-17
-19-17
PER COUN
-19-17
PER COUN
5-10-17
Scale: AS NOTED
J
Designed by: EHB
L0
Drawn by: RIJ
/r�
`J (O
I_ O
Checked by: EHB
Z
LJJ LLJ
I—�
I�0
I E
O 't o
+, M v
1 N L
Lo
aw
i 3
rn o
LL1r7
LLJ
�_
0 m
Ln •L Lo
v O
= w ,1
Z ,
0
a_
Ovo�Q� 00
4
^Q•Cn Q,—I Z:m�
=
(-):(n Ld qt_
Revision Dates
-20-17-PER
COUN
-19-17
PER COUN
-19-17
PER COUN
5-10-17
J
[Job No. 2377
Drawing No.
7,oO
of 23 Sheets
J
J
L0
O
/r�
`J (O
I_ O
Z
LJJ LLJ
CL
LZ W Q N
Q
m 3�: Q
U
LLI (-)= >
V)
U :2 0
Z
QJ
J QW O
Z
J
J
LLJ N m
O
O
� N
U
[Job No. 2377
Drawing No.
7,oO
of 23 Sheets
[Job No. 2377

YARD H2
I
I
I
I
I
I
I
I
I
I
I
I
I
I
/
l
I
I
/
/
\
Scale: AS NOTED
i
Vol\ \ 70,00,
17 V\
17
17 V
\\
\7 °
m
------------
17
° ��♦ j
1 ♦X
CLASS 1 STREAM BUFFER AND NO -BUILD ZONE
2L
444%, ♦♦�
1 j
l �
�l
♦� -
�♦4%*
-� -MAWR
1 -umm
I�LV
1 --_ -*MUM
-7
30' BUFFER/NO—BUILD] E� / S7 p °_°
°
CENT NEIGHBOR 100-
LANDSCAPING BUFFER
EASEMENT
\ °
\E
LEGEND �TRANGE_
— _ _ _ _ \
SITE BOUNDARY
- - EXISTING PROPERTY LINE
- - - SETBACK LINE
- - - EASEMENT LINE
PROPOSED 24 GATES
--------- DISTURBED AREA
Q PROPOSED PAD (TYPICAL—FIVE LOCATIONS
--------- PROPOSED RACK PATH \
PROPOSED SERVICE AISLE
--------- EXISTING ROAD
/ 4
-WW- EXISTING UG FIBER OPTICS LINE
� PROPOSED ROAD
�� PROPOSED FENCE
0 CONCRETE PAVING
HEAVY PAVEMENT \
0 LIGHT PAVEMENT
40 /
®
ARRAY GRAVEL AREA
FIXED SOLAR PANELS \ /
ARRAY TRACKING SOLAR PANELS
- - - - - PERENNIAL STREAM -50' MINIMUM CLASS 1 BUFFER
- — — — - NO -BUILD SETBACK -CLASS 1-20'/CLASS 2-10' \ / / / / / / GRAPHIC SCALE �l /
------- INTERMITTENT STREAM -30' CLASS 2 BUFFER \ / / / / 200' 0 200' 400' /
/
- PROPOSED LANDSCAPING
011111mr- PROPOSED SUPPLEMENTAL LANDSCAPING �\ / / SCALE: 1"=200'
NEW TEMPORARY CONTRUCTION STAGING
TEMPORARY CONCRETE WASHOUT
Ev°v® v -M EXISTING BUFFER
PROPOSED ADJACENT NEIGHBOR BUFFER
\ /lip
Date: 5-10-17
\
\ °
\E
LEGEND �TRANGE_
— _ _ _ _ \
SITE BOUNDARY
- - EXISTING PROPERTY LINE
- - - SETBACK LINE
- - - EASEMENT LINE
PROPOSED 24 GATES
--------- DISTURBED AREA
Q PROPOSED PAD (TYPICAL—FIVE LOCATIONS
--------- PROPOSED RACK PATH \
PROPOSED SERVICE AISLE
--------- EXISTING ROAD
/ 4
-WW- EXISTING UG FIBER OPTICS LINE
� PROPOSED ROAD
�� PROPOSED FENCE
0 CONCRETE PAVING
HEAVY PAVEMENT \
0 LIGHT PAVEMENT
40 /
®
ARRAY GRAVEL AREA
FIXED SOLAR PANELS \ /
ARRAY TRACKING SOLAR PANELS
- - - - - PERENNIAL STREAM -50' MINIMUM CLASS 1 BUFFER
- — — — - NO -BUILD SETBACK -CLASS 1-20'/CLASS 2-10' \ / / / / / / GRAPHIC SCALE �l /
------- INTERMITTENT STREAM -30' CLASS 2 BUFFER \ / / / / 200' 0 200' 400' /
/
- PROPOSED LANDSCAPING
011111mr- PROPOSED SUPPLEMENTAL LANDSCAPING �\ / / SCALE: 1"=200'
NEW TEMPORARY CONTRUCTION STAGING
TEMPORARY CONCRETE WASHOUT
Ev°v® v -M EXISTING BUFFER
PROPOSED ADJACENT NEIGHBOR BUFFER
\ /lip
0 -_�y, 00d% v�
�Z
Q :� Q � Z- Co
L) :(p wqt _
� ..... E��o,:
Revision Dates
—10-17 PER COUN
—21-17 PER COUN
Date: 5-10-17
J
Scale: AS NOTED
J
Designed by: EHB
ul
Drawn by: RIJ
Checked by: EHB
O
0 -_�y, 00d% v�
�Z
Q :� Q � Z- Co
L) :(p wqt _
� ..... E��o,:
Revision Dates
—10-17 PER COUN
—21-17 PER COUN
Job No. 2377
Drawing No.
J
J
ul
O
O
wLd
a
N
W
CL
w U= >
U
Q J o
Z
w Nm
Q
0 O
J
Q o
N
m
U
Job No. 2377
Drawing No.
•
of 23 Sheets
Job No. 2377

/
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I ,
I /
/
I /
I /
� J �
/
YARD H2
(%
I ,
/
/
/
/
\
\
Date: 5-10-17
7,o2
of 23 Sheets
\
Scale: AS NOTED
\
Designed by: EHB
N
U-)
\
Drawn by: RIJ
\
in
LVA
N
U
/
/
/
/
fto
7
ft
i
i
i
100' BUFFER
I i
\ II II
II jl
1
30' CLASS 2 STREAM BUFFER
V\ ,, 10 CLASS 2 NO—BUILD ZONE
�
44 _
4 r
------------
s t
r
iL
&CLASS 1 STREAM BUFFER AND NO—BUILD ZONE
r
4f
NEIGHBOR 100'
3CAPING BUFFER
EASEMENT
' w —
OST CREEK \
�\ I
I� I
Q
1
7—
LLJ
1 / �
I
I
LEGEND
SITE BOUNDARY
— — EXISTING PROPERTY LINE I E
— — — SETBACK LINE
— — - EASEMENT LINE
--------- DISTURBED AREA
PROPOSED PAD
PROPOSED RACK PATH �' \
PROPOSED SERVICE AISLE I e
--------- EXISTING ROAD I I \
EXISTING UG FIBER OPTICS LINE
PROPOSED ROAD I 4I
---- Ep ------ D.— PROPOSED FENCE
Q CONCRETE PAVING
HEAVY PAVEMENT I e
D LIGHT PAVEMENT
® GRAVEL AREA I
ARRAY FIXED SOLAR PANELS
ARRAY TRACKING SOLAR PANELS I
— — — — — PERENNIAL STREAM -50' MINIMUM CLASS 1 BUFFER I
— — — — — NO—BUILD SETBACK—CLASS 1-20'/CLASS 2-10' e I
INTERMITTENT STREAM -30' CLASS 2 BUFFER I I
PROPOSED LANDSCAPING I
■ ■ ■ ■ ■ ■ ■ PROPOSED SUPPLEMENTAL LANDSCAPING e I
Boom TEMPORARY CONTRUCTION STAGING I I
TEMPORARY CONCRETE WASHOUT I I
EXISTING BUFFER Q2
PROPOSED ADJACENT NEIGHBOR BUFFER I I
I I0
I �I
I Ia
141
I I
e
I I
41
I 4
/ l
4�
/
GRAPHIC SCALE
200' 0 200' 400'
/ VO
SCALE: 1 "=200'
ZL
NTRANCE #2
YARD F1
YARD F2
a
0
"0
0 I E
o 'to
Q)00
M v
�
L N � •L
Ln
L Qw
L LL
i 3
L�
��o
j I n
WMLLI
I�
0 m
Ln •L v O
= ww
z
0
a_
Ovo�Qy 00
"QQ'—' z- Co
=V:0 Ld _
Revision Dates
–10-17 PER COUN
–21-17 PER COUN
Date: 5-10-17
7,o2
of 23 Sheets
Scale: AS NOTED
J
Designed by: EHB
N
U-)
Drawn by: RIJ
C� c0 rn
Checked by: EHB
a
0
"0
0 I E
o 'to
Q)00
M v
�
L N � •L
Ln
L Qw
L LL
i 3
L�
��o
j I n
WMLLI
I�
0 m
Ln •L v O
= ww
z
0
a_
Ovo�Qy 00
"QQ'—' z- Co
=V:0 Ld _
Revision Dates
–10-17 PER COUN
–21-17 PER COUN
Job No. 2377
Drawing No.
7,o2
of 23 Sheets
J
N
U-)
> o
C� c0 rn
w
a
Z
N
W
m�Q
CL
w U >
Q
N
J
LLI
m I— W 0
(/)
Q
J
Z
w N m
Q
D 0
_j
o
N
m
U
Job No. 2377
Drawing No.
7,o2
of 23 Sheets
Job No. 2377

5;1�11_
- o
YARD B3
i
/
/
/
/
I \77"71, '
0,
/
/
/ 0
/
/ o
/
/
/ 0
/
/
/ 17
/
/ 1
/
/
/ 1
/
/
/
/
I .1 1 ■
iN
/
/
/
/
/
/
/
/
/
/
/
/
/
/
I
1
I
I
y 1
I \ /
� I /
\ YARD H2
/
/ \ I
100' BUFFER
V 'r
_,
PHASE II
PHASE
E9111111211momm EONS 11111
mm mw#
X /
/
/
I
1
YARD El
100' BUFFER
YARD E2 A\
BREAKER
STATION
LEGEND
SITE BOUNDARY
— —
EXISTING PROPERTY LINE
— — —
SETBACK LINE
— — —
EASEMENT LINE
DISTURBED AREA
PROPOSED PAD
PROPOSED RACK PATH
M
PROPOSED SERVICE AISLE
---------
EXISTING ROAD
—ro
EXISTING UG FIBER OPTICS LINE
PROPOSED ROAD
PROPOSED FENCE
Q
CONCRETE PAVING
HEAVY PAVEMENT
LIGHT PAVEMENT
®
GRAVEL AREA
/
FIXED SOLAR PANELS
ARRAY
TRACKING SOLAR PANELS
— — — — —
PERENNIAL STREAM -50' MINIMUM CLASS 1 BUFFER
— — — — —
/
--------
INTERMITTENT STREAM -30' CLASS 2 BUFFER
—
PROPOSED LANDSCAPING
■omemmor
PROPOSED SUPPLEMENTAL LANDSCAPING
N
TEMPORARY CONTRUCTION STAGING
TEMPORARY CONCRETE WASHOUT
II
I
I
I
'
I .1 1 ■
iN
/
/
/
/
/
/
/
/
/
/
/
/
/
/
I
1
I
I
y 1
I \ /
� I /
\ YARD H2
/
/ \ I
100' BUFFER
V 'r
_,
PHASE II
PHASE
E9111111211momm EONS 11111
mm mw#
X /
/
/
I
1
YARD El
100' BUFFER
YARD E2 A\
BREAKER
STATION
LEGEND
SITE BOUNDARY
— —
EXISTING PROPERTY LINE
— — —
SETBACK LINE
— — —
EASEMENT LINE
DISTURBED AREA
PROPOSED PAD
PROPOSED RACK PATH
M
PROPOSED SERVICE AISLE
---------
EXISTING ROAD
—ro
EXISTING UG FIBER OPTICS LINE
PROPOSED ROAD
PROPOSED FENCE
Q
CONCRETE PAVING
HEAVY PAVEMENT
LIGHT PAVEMENT
®
GRAVEL AREA
ARRAY
FIXED SOLAR PANELS
ARRAY
TRACKING SOLAR PANELS
— — — — —
PERENNIAL STREAM -50' MINIMUM CLASS 1 BUFFER
— — — — —
NO—BUILD SETBACK—CLASS 1-20'/CLASS 2-10'
--------
INTERMITTENT STREAM -30' CLASS 2 BUFFER
—
PROPOSED LANDSCAPING
■omemmor
PROPOSED SUPPLEMENTAL LANDSCAPING
N
TEMPORARY CONTRUCTION STAGING
TEMPORARY CONCRETE WASHOUT
M7 v"=
EXISTING BUFFER
PROPOSED ADJACENT NEIGHBOR BUFFER
200' GRAPHIC Soo LE 400'
SCALE: 1 "=200'
& SUB -STATION
YARD F1
YARD F2
00Q :� Qz m
=U:cn w _
:w cn 0: 2 =
Revision Dates
—10-17 PER COUN
—10-17 PER COUN
[Date7_
: 5-10-17
U
Scale: AS NOTED
J
Designed by: EHB
M
U)
Drawn by: RIJ
U c0 rn
Checked by: EHB
� � O
00Q :� Qz m
=U:cn w _
:w cn 0: 2 =
Revision Dates
—10-17 PER COUN
—10-17 PER COUN
Job No. 2377
Drawing No.
U
J
J
M
U)
> o
U c0 rn
� � O
0
W wN
Z oa
Z
N
W
m�Q
CL
W >
_jQ
N
J
F W 0
(/)
Q
J
Z
W N m
Q
0 O
_j
O
N
m
U
Job No. 2377
Drawing No.
7,o3
of 23 Sheets
Job No. 2377