SW6210908_Plansheet (Set)_20211124

PROJECT DESCRIPTION & NOTES:
BAY TREE SOLAR, LLC
SOLAR POWER GENERATION FACILITY
R ADFN COHNTY NORTH CARO TNA
1. CURRENT USE: AGRICULTURE
PROPOSED USE: SOLAR ENERGY
2. ESTATE
SITE ADDRESS: 1700 GEORGE LONG RD, HARRELLS, NC 28444
3. A PAR L G 6
TAX PARCEL PIN #: 137400557229, 138400216894, 138500225270
LAT/ LONG: 34.70369 /-78.41116
ZONE: R/RA
c
q9A
L DISTURBED AREA: 566 A
4. S:
PER ZONING SITE PLAN APPROVED MARCH 27, 2017
MIN. FRONT YARD: 50 FT (FROM R/W)
MIN. SIDE YARD: 30 FT
MIN. REAR YARD: 30 FT
5. SEWER: N/A
WATER: N/A
WATER/SEWER CONSUMPTION = N/A
6. NO PROPOSED PERMANENT BUILDINGS OR PARKING. 7
7. NO PERMANENT LIGHTING REQUIRED OR PROPOSED.
8. UB OIL C MPAC 10 SHOULD E INIMIZ D DUR NG AN ATE IN TA LA 10 O S LA A RA S O LL W
THE MAXIMUM AMOUNT OF NATURAL INFILTRATION. IF COMPACTION OCCURS DURING CONSTRUCTION, SUBSOIL
SHOULD BE TILLED AND AMENDED TO RETURN THE SOIL TO ITS PRE -COMPACTION CONDITION.
9. PANELS SHOULD BE POSITIONED TO ALLOW STORMWATER TO RUN OFF THEIR SURFACES; HOWEVER,
COLLECTION AND CONCENTRATION OF STORMWATER FLOW IS TO BE AVOIDED. ARRAYS SHOULD BE INSTALLED
ON A UNIFORM PLANE SUCH THAT STORMWATER WILL SHEET FLOW OFF THE PANELS AND REMAIN
UNCONCENTRATED. WHEN CONSIDERING A POTENTIAL BUILD SITE, IT'S A GOOD IDEA TO CONSIDER THE SLOPE
OF THE LAND IN THE AREAS OF THE SITE WHERE THE SOLAR ARRAYS ARE MOST LIKELY TO BE INSTALLED.
AREAS WITH STEEP SLOPES MAY NOT BE SUITABLE OR MAY REQUIRE CONSIDERABLE GRADING.
10. LIMIT THE USE OF FERTILIZERS TO THAT NECESSARY TO MAINTAIN VEGETATION. USE MOWING FOR
VEGETATION CONTROL INSTEAD OF HERBICIDES.
GENERAL SITE REFERENCES
1. ALL EXISTING SITE ENVIRONMENTAL FEATURES WERE PROVIDED AS
GEOREFERENCED SHAPE FILES BY LAND MANAGEMENT GROUP, INC., WILMINGTON,
NC, DATED 11/30/16.
2. ALL TOPOGRAPHY, PARCEL BOUNDARIES, AND ROADWAY CENTERLINES SHOWN
HEREIN WAS OBTAINED FROM BAY TREE SOLAR, LLC, ALTA/NSPS LAND TITLE SURVEY
OF 2296.0522 ACRES OF LAND. PREPARED BY INNOVATIVE GEOMATICS, PLLC, DATED
MAY 2018, REVISED MARCH 6, 2019. THE TOPOGRAPHIC SURVEY SHOWN HEREON IS
ACCURATE TO 0.5 FEET.
3. ALL TOPOGRAPHY SHOWN HEREIN OUTSIDE THE SURVEYED LIMITS, WAS OBTAINED
FROM GIS DATA DOWNLOADED FROM THE NC GEOSPATIAL PORTAL
(WWW.DATA. NCONEMAP.GOV). LIDAR CONTOUR INFORMATION PROVIDED WAS BASED
ON A VERTICAL DATUM OF NAVD88, AND GENERATED FROM THE 20-FOOT LIDAR DEM.
CONTOURS SHOWN ARE AT AN INTERVAL OF 2-FOOT.
4. THE ELECTRICAL LAYOUT SHOWN HEREIN WAS OBTAINED FROM THE ELECTRICAL IFP
SET, PREPARED BY CYPRESS CREEK EPC, LLC, DATED 06/17/19.
5. THE LIMITS OF DISTURBANCE (LOD) OF THE PROPERTY SHOWN HEREON FALLS WITHIN
THE FLOOD HAZARD AREA ZONE X (MINIMAL FLOOD RISK) PER FEMA FIRM MAP(S) NO.
372O13840OJ, PANEL 1384, PANEL EFFECTIVE DATE 01/05/07.
6. ZONING INFORMATION OBTAINED FROM BAY TREE SOLAR, LLC - SITE PLAN, PREPARED
BY CYPRESS CREEK RENEWABLES, DATED 03/07/17.
7. NOTIFICATION OF JURISDICTIONAL DETERMINATION PROVIDED BY U.S. ARMY CORPS
OF ENGINEERS (USACE), WILMINGTON DISTRICT, DATED 04/03/17.
8. PHASE 1 ENVIRONMENTAL SITE ASSESSMENT, PREPARED BY LAND MANAGEMENT
GROUP, INC., WILMINGTON, NC, DATED 11/30/16.
9. WETLAND DELINEATION, PREPARED BY LAND MANAGEMENT GROUP, INC.,
WILMINGTON, NC, DATED 11/30/16. JURISDICTIONAL WETLANDS, DITCHES, AND
JURISDICTIONAL TRIBUTARIES WERE DELINEATED ON SITE.
DEVELOPER
CYPRESS CREEK RENEWABLES
CALIFORNIA
3520 OCEAN PARK BLVD
SUITE 335
SANTA MONICA, CA 90405
[e-mail]
445 BUSH ST
8TH FLOOR
SAN FRANCISCO, CA 94108
SAN FRANCISCO@CCRN EW.COM
770 L ST
SUITE 950
SACREMENTO, CA 95814
SACREM ENTO@CCRN EW. COM
2\
I
CYPRESS CREEK RENEWABLES
NORTH CAROLINA
5310 SOUTH ALSTON AVE
BLDG 300
DURHAM, NC 27713
NORTHCAROLINA@CCRN EW. COM
130 ROBERTS ST
AS H EVI LLE, NC 28801
NORTHCAROLINA@CCRN EW. COM
VICINITY MAP
SCALE: 1 " = 21000,
CONTRACTOR.
DEPCOM POWER
C/O DYLAN RASMUSSEN
9185 E. PUMA CENTER PARKWAY
SUITE 100
SCOTTSDALE, AZ 85258
PHONE: [phone]
4-
• 0 000 00
•
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
ENGINEER
TIMMONS GROUP
C/0 DERRICK JOHNSON
4701 OWENS WAY, SUITE 900
PRINCE GEORGE, VA 23875
PHONE: [phone]
FAX: [phone]
Sheet List Table
S
.tjitli
C1.O0
COVER SHEET
C1.O1
SITE DIMENSIONS
C1.O2
SITE DIMENSIONS
C2. 0
10 C N O N & E IL
C2.O1
EROSION CONTROL NOTES & DETAILS
C2.O2
EROSION CONTROL NOTES & DETAILS
C2.O3
DESIGN NOTES & DETAILS
C2.O4
DESIGN NOTES & DETAILS
C3.O0
OVERALL SITE PLAN
C3.O1
LANDSCAPE PLAN AND DETAILS
C3.O2
DRIVEWAY ACCESS
C4.O0
OVERALL EROSION AND SEDIMENT CONTROL PLAN
C4.O1
EROSION AND SEDIMENT CONTROL PLAN
C4.O2
EROSION AND SEDIMENT CONTROL PLAN
C4.O3
EROSION AND SEDIMENT CONTROL PLAN
C
O O E P
C4.O5
EROSION AND SEDIMENT CONTROL PLAN
C4.O6
EROSION AND SEDIMENT CONTROL PLAN
C 7
O O E P
C4.O8
EROSION AND SEDIMENT CONTROL PLAN
C4.O9
EROSION AND SEDIMENT CONTROL PLAN
C4.10
EROSION AND SEDIMENT CONTROL PLAN
C4.11
EROSION AND SEDIMENT CONTROL PLAN
C4.12
EROSION AND SEDIMENT CONTROL PLAN
C 13
O O A D E T R P
C4.14
DITCH & STREAM IMPACTS PLAN AND PROFILE
C6.O0
INVERTER PAD GRADING
C6.O1
INVERTER PAD GRADING
C6.O2
INVERTER PAD GRADING
C6.O3
INVERTER PAD GRADING AND DETAILS
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PROJECT NAME & ADDRESS
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DATE
8/10/2020
PROJECT NUMBER
45488.006
PROJECT NAME
BAY TREE SOLAR
DESIGNED BY / DRAWN BY
D. JOHNSON / N. MARTIN
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These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction,
bidding, and/or construction staking without the
express written consent of TIMMONS GROUP.
REVISIONS
#
MM/DD/Y
DESCRIPTION
1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISIONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
5
5/28/21
OWNER REVISIONS
6
6/29/21
OWNER REVISIONS
7
11/23/21
NCDEQ REVISIONS

0
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PROPERTY LINE (TYP.)
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--------641.44,--------- --
1V83°2834"W -- v -N
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383.98'
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754.79' \`
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N21 °19'06"E 1254.57 _______
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116.27' --- Sig°36'32"W
/
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PROPERTY LINE (TYP.)
N45°5832"W
1289.03'
MATCH LINE C1.02
S 19 °39'37"E
2641.09'
0,,, S88°50'57'E
N69°3j52 330.63'
STATE STORM WATER'
PERMITTING AUTHORITY
Q REGION
S60 °04'33 "W
180.36'
L40
L41--\
/
Parcel Table
Line #/Curve
#
Length
Direction/Delta
L39
370.420
N58°
21'
23,01"E
L40
180.170
S410
22'
26,99"E
L41
763.230
N25°
15'
18,01"E
L6
1496.810
S55°
23'
19.07"E
L7
148.510
S24°
19'
59,45"E
L8
664.540
S24°
23'
36,45"E
L9
666.165
N21°
19'
22,39"E
L10
235.100
N17°
41'
01,21"E
1-11
779.880
S36°
40'
28,24"E
L38
976.150
S58°
25'
15,36"W
L42
37.220
S70°
26'
46,69"W
L43
94.590
S70°
50'
45,69"W
L44
93.850
S75°
41'
03,69"W
L45
91.590
S78°
53'
45,69"W
L46
122.000
S81°
55'
15,69"W
L47
102.710
S83°
39'
48,69"W
L48
199.890
S18°
17'
00,29"W
L49
249.807
N79°
25'
17.50"W
L50
413.008
N13°
48'
40,98"W
L51
272.259
N63°
11'
18,13"E
L52
373.199
N16°
20'
08,15"E
L12
269.468
N58°
14'
37,76"E
L13
395.230
N58°
22'
57,35"E
L20
490.680
S47°
10'
03,06"W
L21
66.740
S44°
56'
06,85"E
L22
66.020
S11°
29'
11,85"E
L23
41.910
S2°
47'
18,15"W
L24
74.910
S42°
29'
21,85"E
L25
129.340
S6°
04'
41,85"E
L26
63.680
S15°
36'
11,85"E
L27
48.120
S34°
04'
31,85"E
L28
56.730
S5°
55'
31,85"E
L29
75.870
S23°
47'
08,15"W
L30
36.520
SO* 33'
38.15"W
L31
56.120
S27°
23'
19,85"E
L32
88.670
S49°
52'
39,85"E
L33
60.380
S22°
29'
19,85"E
L34
50.450
S58°
05'
59,85"E
L35
73.590
S18°
29'
54,85"E
L36
117.900
S35°
21'
29,85"E
L37
835.160
N46°
31'
22,55"E
L14
1222.607
S28°
23'
51,19"E
L17
160.454
S45°
10'
16.21"W
L15
30.000
N44°
49'
43,79"W
L16
160.454
N45°
10'
16.21"E
L18
838.951
N48°
09'
13.57"E
L19
683.678
N47°
02'
15.73"E
SCALE 1 "=500'
0 560' 1000,
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DATE
8/10/2020
PROJECT NUMBER
45488.006
PROJECT NAME
BAY TREE SOLAR
DESIGNED BY / DRAWN BY
D. JOHNSON / N. MARTIN
Lic. Na
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction,
bidding, and/or construction staking without the
express written consent of TIMMONS GROUP.
REVI IOS
#
MM/DD
DESCRIPTION
1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
5
5/28/21
OWNER REVISIONS
6
6/29/21
OWNER REVISIONS
7
11/23/21
NCDEQ REVISIONS

PROPERTY LINE (TYP.)
N45°58'32"W
1289.03'
0
E
i
S 19 °39'37"E
2641.09'
\
0 S88 °50'57 E
Ng9°j52� 330�63'1960
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180.36'
MATCH LINE C1.01
S3302743"W
1321.14'
S58°32'17"E
` 375.18'
--1452.0 _
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1129,54
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L47 L46
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R=187.14'
L=317.98'
L15
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482.64'
S TA TE S TORMWA TER
PERMI TTING A UTHORI TY
REGION
Parcel Table
Line #/Curve
#
Length
Direction/Delta
L39
370.420
N58°
21'
23,01"E
L40
180.170
S410
22'
26,99"E
L41
763.230
N25°
15'
18,01"E
L6
1496.810
S55°
23'
19,07"E
L7
148.510
S24°
19'
59,45"E
L8
664.540
S24°
23'
36,45"E
L9
666.165
N21°
19'
22,39"E
L10
235.100
N17°
41'
01,21"E
1-11
779.880
S36°
40'
28,24"E
L38
976.150
S58°
25'
15,36"W
L42
37.220
S70°
26'
46,69"W
L43
94.590
S70°
50'
45,69"W
L44
93.850
S75°
41'
03,69"W
L45
91.590
S78°
53'
45,69"W
L46
122.000
S81°
55'
15,69"W
L47
102.710
S83°
39'
48,69"W
L48
199.890
S18°
17'
00,29"W
L49
249.807
N79°
25'
17,50"W
L50
413.008
N13°
48'
40,98"W
L51
272.259
N63°
11'
18,13"E
L52
373.199
N16°
20'
08,15"E
L12
269.468
N58°
14'
37,76"E
L13
395.230
N58°
22'
57,35"E
L20
490.680
S47°
10'
03,06"W
L21
66.740
S44°
56'
06,85"E
L22
66,020
S11°
29'
11,85"E
L23
41.910
S2°
47'
18,15"W
L24
74.910
S42°
29'
21,85"E
L25
129.340
S6°
04'
41,85"E
L26
63.680
S15°
36'
11,85"E
L27
48.120
S34°
04'
31,85"E
L28
56.730
S5°
55'
31,85"E
L29
75.870
S23°
47'
08,15"W
L30
36.520
SO* 33'
38,15"W
L31
56.120
S27°
23'
19,85"E
L32
88.670
S49°
52'
39,85"E
L33
60.380
S22°
29'
19,85"E
L34
50.450
S58°
05'
59,85"E
L35
73.590
S18°
29'
54,85"E
L36
117.900
S35°
21'
29,85"E
L37
835.160
N46°
31'
22,55"E
L14
1222.607
S28°
23'
51,19"E
L17
160.454
S45°
10'
16,21"W
L15
30.000
N44°
49'
43,79"W
L16
160.454
N45°
10'
16,21"E
L18
838.951
N48°
09'
13,57"E
L19
683,678
N47°
02'
15,73"E
SCALE 1 "=500'
0 560' 1000,
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PROJECT NAME & ADDRESS
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DATE
8/10/2020
PROJECT NUMBER
45488.006
PROJECT NAME
BAY TREE SOLAR
DESIGNED BY / DRAWN BY
D. JOHNSON / N. MARTIN
Lic. No.
1a��3
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction,
bidding, and/or construction staking without the
express written consent of TIMMONS GROUP.
REVISIONS
MM/DD
DESCRIPTION
.1
1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISIONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
5
5/28/21
OWNER REVISIONS
6
6/29/21
OWNER REVISIONS
7
11/23/21
NCDEQ REVISIONS
(SITE
DIMENSIONS
1 " = 500' A C 1.02
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°000 o ° 000�000 oo oo&Oo°° °o 000° o °00 F \ I I I / O
95% BY WEIGHT POLYOLEFINS OR OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS oo°o°° °0080& o o�0°�so o8oa o ° �� °° ° ° ° o w /' / 3
POLYESTER CONFORMING TO �q q ryoo oo0 00 o�ao o800a oo ° oogoo��oo�o <O I I /
P� 'Sao°VOO BOO o° �O>oV o0`J� 6 ° o0`J�°�o�°po� oGODoO g oo°O \ • Q W U
POLY D 6461 CONFORMING TO THE REQUIREMENTS IN ASTM D 6461. STEEL FENCE POST
ASTM\\ RIP RAP HEADWALL • = w LL
WIRE FENCE SILT FENCE FABRIC HARDWARE STEEL FENCE POST \ PIP / • Q w o 0
SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND CLOTH ON WIRE O o
HARDWARE CLOTH ON WIRE FENCE - . i ' •: I w Lu M
0
STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE FENCE - ' ' - /j/' ;. V'' #5 WASHED STONE. V-0" THICK x T-0" HIGH MINIMUM j a a� n
PLAN VIEW NOTE: ,/ ///. , ,..'.;:.' ... /' • W Q
CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0-120 DEGREES F. FILTER OF 1 INCH DIAMETER# USE
DRA NILT FENCE OUTLETS AGE AREA DOES NOTONLY WHENEXC EXCEED 1/4 ACRE - / SEDIMENT///l ���IIIIIIII I<I j / / • Z = z 0 00
57 WASHED STONE STORAGE AREA-� �� U IL T X
18-24" 2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LF STEEL WITH A o AND THERE IS A LOW AREA. USE AS A REPAIR
$ °° o 18" OF SILT FENCE FAILURES. / • Q Q 0 � LaL
MINIMUM LENGTH OF 5'. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO FLOW DIRECTION a°0 o / O z o U L
oaoo I I \\\\\ �C)
0
FACILITATE FASTENING THE FABRIC. oMo° ° o° GRADE STEEL FENCE POST SET i Cl)a o
TI-III=III=III=III=III=III=III-ITI=11 I= = HARDWARE CLOTH MAXIMUM 2 FEET APART
Ti-ITIIiIITI-ITI-ITI- -1 TI_ II WIRE FENCE (OPTIONAL) S\ i
C- 8" O a� o
3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE A IF1 n I/``v PERSPECTIVE VIEW
FENCE WITH A MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES. O o
SHEET DRAINAGE ONLY. SIDE VIEW j j / NO SCALE } m �
NATURAL GRADE. u
\ \ \ \ \ \ E EXTEND WIRE FENCE AND SILT FENCE SEDIMENT STORAGE o w
MAINTENANCE
/ / / / FABRIC
AREAS TO BE DISTURBED
/ / / / / HARDWARE CLOTH INTO OVERLAP \ \ \ \ VERLAP RIP RAP
\ \ \ \ \ \ \r
g" \ 12 FLOOD STORAGE ZONE
\ \ \ \ �/ CUT, FILL, ETC. CLIENT
/ TRENCH "MIN DEEP AND ( )
/ / , C 8 12
//.
. / HEADWALL
INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH INCHES
IN HE
4" MIN FORWARD 1' 2' II -
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. BACKFILL TRENCH AND }--}--} PIPE m FABRIC INTO TRENCH 8 MIN DEEP AND 4 GRADE MR
=III = I I
_ _ -I -- - - - -- NATURAL GROUND
MIN FORWARD BACKFILL TRENCH AND COMPACT THOROUGHLY Ii M'''ll �IMIMI, ,� F� 1' INVERT
COMPACT THOROUGHLY SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR OW\_ 3'
=III _ _ = I I- =I = _! = 11-III II - _III- = i 1 5 FLOW
- - _ _ - _ _ ::.:.
III ° r1-1-I-1 I -III -III -III -I IDi = 1= _ =1-1 I-1 ° III -I 1-1 1- _ _ _ _ _
_III ID ID ID 1_I I1- - I I LI - --I-III- - - 1
• -III-III III- 1 111 1-III-1
=III=ITI- kl T l=III=ITI=III=ITI= - III-ITI- kll1-� '-I I L „I I „ I=III=III _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
I IITI- LI11-I11-1I1-ITI-Ti-111-111=11- I I IT_ I 1.5 I -III I 11- 24" ii _�,C--- - _ - -II I°I l°C iIITI1I11T1➢, ITI-1n - - =ITI-1T1VifI-1T1
-'' =1-I
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE =Ti1 =ITI= u u -1i1=i i=1i11 -III III- Q
II ;III=III-I1 NOTE:-III=III=III CLASS 1 RIP -RAP
STEEL POSTS, MIN 1.33 LB/LF, MIN 5' LONG STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE -'- BURY WIRE FENCE, HARDWARE CLOTH, AND -"'=ICI="'= MAXIMUM SEDIMENT DEPTH
AT 8' O.C. WITH STANDARD STRENGHT FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. FRONT VIEW SILT FENCE FABRIC 8INCHES INTO THE (CLEAN OUT POINT) #5 WASHED STONE 0
FABRIC WITH WIRE FENCE TRENCH
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND DETAIL No. SECTION THRU CATCH BASIN, FILTER AND CULVERT PIPE
NOTE: SILT FENCES SHOULD NOT BE USED AT PIPE BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING STANDARD SILT FENCE OUTLET SFO 04000.23 MAINTENANCE NO SCALE
OUTLETS OR IN AREAS OF CONCENTRATED FLOWS DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. SHEET 1 OF 1 INSPECT, CLEAN, AND PROPERLY MAINTAIN THE EXCAVATED BASIN AFTER EVERY STORM UNTIL THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED. TO PROVIDE SATISFACTORY BASIN EFFICIENCY, REMOVE Ujo
(CREEKS, DITCHLINES, SWALES ETC.). SILT FENCE OUTLET MAINTENANCE SEDIMENT WHEN THE VOLUME OF THE BASIN HAS BEEN REDUCED BY ONE-HALF. SPREAD ALL EXCAVATED Q
INSPECT OUTLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN MATERIAL EVENLY OVER THE SURROUNDING LAND AREA OR STOCKPILE AND STABILIZE IT APPROPRIATELY.
SILT FENCE DETAIL SF OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE OUTLET WHEN NEEDED. CORRECT ALL DAMAGE IMMEDIATELY.
REMOVE SEDIMENT ACCUMULATED BEHIND THE OUTLETS ONCE SEDIMENT REACHES ONE-HALF OF THE HEIGHT OF THE OUTLET. ADD STONES STANDARD HORSESHOE INLET PROTECTION
NTS TO OUTLETS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
50' MIN.j��•�
W BUT SUFFICIENT TO KEEP >�
Y _j SEDIMENT ON SITE
� z PROTECTED 25 MIN. OR FULL WIDTH I-III1 TOP ELEVATION OF STORMWATER 0.5'-1'
W AREA TO BE _ .........................
-III-III-III 1 MAX.
-"'-III-III-I
O HARDWARE w 2 - 3 STONE TO BE USED I'I =III=III-ITI=ITI=ITI="' #57 WASHED STONE
a LL EXISTING OR PROPOSED STREET _
' 1 VARIES
2 CLOTH J FILTER OF 1" DIAMETER ROADWAY (SURGE STONE OR
0 WASHED STONE ® ) OR ENTRANCE, EXISTING SLOPE = D =1 D (-
RAILROAD BALLAST III1IIII - _ _ ` R _ _ _ _ _ _ _
3" SILT FENCE ALONG WHICHEVER IS _ -III = ,-III=IIIiiII=1 D PROJECT NAME &ADDRESS
LOW POINT OF
° COMPOST SOCK
GREATER. - #1 RIP -RAP V
FLOW Z�5° °°� 3' FILTER FABRIC VARIES JJ
�$ 0 Oho / ON GROUND SILT FENCE
PLAN VIEW SIDE VIEW } Q
TRENCH INTO�12" ' OUTLET
GROUND 4" MIN. MIN. °g 808 35' MIN. 15' MIN. NEW CONSTRUCTION EXISTING Z J
2 x 2 BURY 6' OF UPPER ®8 o°4P8 ROADWAY SLOPE EXISTING J Z) O
SLOPE _ O 0 og
EDGE OF FILTER FLOW 12° MIN. _ -III=III=
STAKES FABRIC IN TRENCH o
oQYB °o
8�°�88° 6" MIN FABRIC UNDER STONE VARIES II Ii W W 2
8� CROSS SECTION -il DESIGN OF SPILLWAYS Q
o
gM CONSTRUCTION SPECIFICATIONS - DRAINAGE AREA WEIR LENGTH( m z
0.5-1' III ACRES FT
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT. l �� KEYED RIP RAP 1 4.0
��j. COMPOST
I 2 6.0 Q
VARIES m
SOCK 2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS AND SMOOTH IT. 4 10.0
TRENCH INTO11T 1-1IF 5 12.0
GROUND 4" MIN. 3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET. 11 - #57 WASHED STONE 1 DIMENSIONS SHOWN ARE MINIMUM
® 4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE FRONT VIEW NOTES:
1. HEIGHT & WIDTH DETERMINED BY EXISTING
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP TOPOGRAPHY AND SEDIMENT STORAGE REQUIRED.
DRESSING WITH 2" STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND IT OUT A NECESSARY. IMMEDIATELY REMOVE ALL 2. KEY RIP RAP INTO THE DAM FOR STABILIZATION.
OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO PUBLIC ROADWAYS.
DATE
8/10/2020
PROJECT NUMBER
45488.006
PROJECT NAME
BAY TREE SOLAR
DESIGNED BY / DRAWN BY
D. JOHNSON / N. MARTIN
(CE) CONSTRUCTION ENTRANCE DETAIL DETAIL NO.
04000.06T
(NOT TO SCALE) STANDARD CHECK DAM QI I
SHEET 1 OF 1
Q '
COMPOST SOCK INSTALLATION NOTES: CHECK DAM MAINTENANCE
CAI
1. PRIOR TO INSTALLATION, CLEAR ALL OBSTRUCTIONS INCLUDING ROCKS AND DEBRIS GREATER THAN ONE INCH THAT INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN. 4kF z
.
MAY INTERFERE WITH PROPER FUNCTION OF COMPOST SOCK. OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. ]aC- No! 24761
2. FILL SOCK NETTING UNIFORMLY WITH COMPOST TO DESIRED LENGTH SUCH THAT COMPOST SOCKS DO NOT DEFORM. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE FILTER MEDIA (SEE NOTE 2) „
IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS INSTALLING A PROTECTIVE RIPRAP LINER IN THAT Gti
3. INSTALL COMPOST SOCK PERPENDICU_AR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE WITH THE BEGINNING PORTION OF THE CHANNEL. SILT FENCE AS NEEDED UMP
AND END OF THE INSTALLATION POINTING SLIGHTLY UP THE SLOPE AT EACH END TO PREVENT BYPASS.
FLOW
4. TRENCH LCG INTO GROUND A MINIMUM OF 4 INCHES AND STAKE LOG EVERY 8 FEET OR CLOSER. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE �-
5. USE STAKES WITH A MINIMUM NOMINAL CROSS SECTION OF 2X2 INCH AND OF SUFFICIENT LENGTH TO ATTAIN A MINIMUM STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND These plans and associated documents are the
OF 12 INCHES INTO THE GROUND AND 3 INCHES PROTRUDING ABOVE COMPOST SOCK CROSS SECTION. .�o exclusive property of TIMMONS GROUP and
�y may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
6. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO A DEPTH OF Y2 THE EXPOSED HEIGHT OF COMPOST SOCK. REPLACE inclusive, but not limited to construction,
COMPOST SOCK IF TORN. REINSTALL COMPOST SOCK IF UNDERMINING OR DISLODGING OCCURS. REPLACE CLOGGED VEGETATIVE BUFFER ATER LEVEL bidding, and/or construction staking without the
COMPOST SOCKS. L express written consent of TIMMONS GROUP.
7. AT TOPOGRAPHIC LOW POINTS, OR WHERE POOLING OF WATER AND SEDIMENT UPSTREAM OF SOCK MAY OCCUR, ° ... L
INSTALL SILT FENCE MAX. 10' BEHIND COMPOST SOCK WITH SILT FENCE OUTLET AT LOW POINT. SEE DETAILS FOR SILT °�� ° PIPE NOTE:
FENCE AND SILT FENCE OUTLET INSTALLATION. n�D° .
MAINTENANCE NOTE: ° a �. a ° ao� 1. PRIOR TO INSTALLATION, MANUFACTURER SPECIFICATIONS OF FILTER MEDIA SHALL BE PROVIDED TO
° THE EROSION CONTROL INSPECTOR FOR APPROVAL AND USE. DISCHARGE FROM FILTER MEDIA SHALL
=111I II -III -III -III- ° 0 1=III=III=III=1 '- MEET OR EXCEED THE PROVISIONS OF THE CLEAN WATER ACT.
INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1/2 INCH OR GREATER). REMOVE A ° ° ° ° ° ° A �1I II III IIIIII11 d D° ° ° IIIIII1
IIIIIII II=III- ° 1III=III=III 2. ENSURE THAT PUMP PRESSURE DOES NOT EXCEED FILTER MEDIA PRESSURE RATING.
ACCUMULATED SEDIMENT AND ANY DEBRIS. THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR TORN. IF PONDING
REVI IOS
#
MM/DD
DESCRIPTION
1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISIONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
5
5/28/21
OWNER REVISIONS
6
6/29/21
OWNER REVISIONS
171
11/23/21
1 NCDEQ REVISIONS
BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A LARGER DIAMETER OR A DIFFERENT MEASURE. THE
SOCKNEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED. THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND
- -
PIPE
°
°� D°
D
D°
D°� °
° '�
ITI1 -
D =
-1I11I11I11I1= -
� I -III"
3. FILTER MEDIA MAY BE, BUT NOT LIMITED T0, SAND MEDIA FILTRATION DEVICES,
RATED FILTER FABRIC BAGS OR POLYMER BASED DEWATERING PRACTICES.
DRAWING DESCRIPTION
DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE MEASURE HAS BEEN PERMANENTLY STABILIZED
I
3 " .D. I.D.
° °
,D°
W
E ROS I O N
FILTER
4. PUMP STRAINER SHALL NOT BE IN CONTACT WITH BOTTOM OF POND.
°r
\ °
° ° °�
NOTES:
FABRIC
SECTION 'A -A'
CONTROL
COMPOST SOCK
\ ° ° °
D°� J
1. L = THE LENGTH OF THE RIPRAP APRON.
oW POINT
NOTES &
(NOT TO SCALE)
° °
° °
°
°
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6" (INCHES).
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL
DETAILS
PLAN VIEW
FOUNDATION.
APPROVED DATE: 02/2007
MAINTENANCE
NOT TO SCALE
INSPECT RIPRAP OUTLET
STRUCTURES WEEKLY AND
AFTER SIGNIFICANT (1/2 INCH
OR GREATER) RAINFALL EVENTS TO SEE IF
ANY EROSION AROUND OR BELOW THE RIPRAP
HAS TAKEN PLACE, OR IF
STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE
ALL NEEDED REPAIRS TO PREVENT FURTHER
DAMAGE. CONTROL OF WEED AND BRUSH GROWTH MAY
BE NEEDED IN SOME LOCATIONS.
PLANS PRINTED AS 11x17 ARE HALF SCALE
SCALE
SHEET NUMBER
EROSION CONTROL D EWAT E R I N G
OUTLET
PROTECTION Op
STD. NO. REV-
1
NO SCALE
30.13
N/A
C2.00

PIPE OR DITCH TEMPORARY SKIMMER SEDIMENT BASIN
NO SCALE
FENCE EXISTING GROUND
TIE TO GRADE
_ Plan View
ENERGY 2'1 1 6'
DISSAPATOR 6.,1
5'CREST
EXISTING
WIDTH �� .r.,.,n•.y-.,,.,. a,,;�_�.•,;.,.<-.t;s:.t�=a�i:�= ::�;•,��-:..�'�"
GROUND 1.5' COVER MIN.
S`161, CULVERT
STONE W/FABRI INLET ZONE �
SKIMMER Inflow °'
Y
FIRST CHAMBER structure CULVERT CROSSING TYPICAL SECTION
NCV SQ\���P �
EMERGE TETHER SECOND CHAMBER E NOTES: NO SCALE
1. PIPE INVERTS NOTED IN CULVERT DESIGN TABLE ACCOUNT
MIN. SIZE 15"CMP p`'� ,• �.� ` - - - FOR COUNTERSINKING WHERE APPLICABLE.
p EXTEND BAFFLES UP SIDES AS A �
12" SMOOTH WALL Mp TO NOT ALLOW FLOW AROUND �, r
�pTFp THE ENDS. 2. PUMP AROUND FOR COFFER DAM SHALL USE SILT BAG AS
SHOWN ON C4.18.
STONE ENER
DISSIPATOR
AVERAGE AREA*
WIDTH W - L
NOTES: a Skimmer
* I i
PROVIDE STABLE TRANSITIONS FROM TEMPORARY DIVERSIONS INTO BASINS. AREA OF BASIN WATER SURFACE AT
TOP OF PRINCIPAL SPILLWAY ELEVATION dewatering
PROVIDE 25% BAFFLE SPACING WITHIN BASIN.
E
INSTALL AN IMPERMEABLE LINER ON THE SPILLWAY. device mergency
spillway LENGTH OF 2:1 SLOPE INTO BASIN DITCH BOTTOM
(10' MINIMUM) TOP OF RIPRAP
SUPPORT ROPE TO WIRE SUPPORT POST 24" INTO
eorroMORSIoes ° ° BASIN BOTTOM
TO PREVENT SAGGING 4'MAX � ° �
� Average Area ��''�b ° � ° 11III�I—IIII
STAKE TO SUPPORT WIRE * �-��/��/���)D° i 7 /dC'
Width W L a�°� TILTTIIT—TILT ��a�
—11TIi 11TI1 111 �°
BAFFLE DETAIL
3' MIN � /` X� '�` J .�/ � � ✓.
lL a a
DESIGN LIFE OF FABRIC J �- °°� �°�/�
Ise-,2MGNTHs * � �" ° � WIDTH OF
COIR ME HO R JUTE, TRENCHED SIDE
°r ^\ ° �O
Q°C ^ � aa� � �° �\G, III1 -
INTOArea of basin water surface at a a �c �jd c ) DITCH II - ° ° ° ° III IIIIIIIIIIIIIIIi'I
top of principal spillway elevation BafflesSTRUCTURE BAFFLES V FREEBOARD TETHER °v\ �/'�a " " `/°C oa � � �a RIPRAP D =6"
INFLOW JUTE OR colR EMBANKMENT ' RISER STRUCTURE AND BARREL PIPE SHALL BE CORRUGATED METAL'
� � — — — � — i so llli III— _ 14"
6"MIN. INVE TELEVATION OF FILTER FABRIC
DEWATERING EMERGENCY SPILLWAY FLAN VIEW PROFILE VIEW
ZONE EMERGENCY I Freeboard Embankment
SPILLWAY Inflow Baffles INSTALLATION:
FILTER FABRIC TONE PAD structure 1. GRADE DIVERSION DITCH AS SHOWN ON PLANS TO THE BASIN/TRAP.
SEDIMENT 2. EXCAVATE LAST PORTION OF DITCH 14" TO ACCOMMODATE THE PLACEMENT OF THE RIPRAP.
STORAGE ZONE 3. ENSURE RIPRAP MAINTAINS THE DITCH SHAPE INTO THE BASIN/TRAP.
CROSS-SECTION VIEW 4. ENSURE POSITIVE DRAINAGE.
MAINTENANCE:
DESIGN CRITERIA Dewatering 6" m invert elevation of 1. INSPECT RIPRAP TRANSITIONS WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION
Zone �� AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS
PRIMARY SPILLWAY: STONE-� MAXIMUM DRAINAGE AREA: 10 ACRES _ errrergency spillway TO PREVENT FURTHER DAMAGE. ENSURE THAT RUNOFF IS GOING THROUGH STABLE TRANSITION AND NOT BYPASSING ON THE SIDES.
MINIMUM VOLUME: 1800 CUBIC FEET PER ACRE OF DISTURBED AREA Emergency 2. CONTROL OF WEED AND BRUSH GROWTH MAY BE NEEDED IN SOME LOCATIONS.
MMINIMUM SURFACE INIMUM L/W RATIO:
2 15 SQUARE FEET PER CFS OF Q10 PEAK FLOW Filter fabric sptllwny
MAXIMUM RATIO: 6:1 RIPRAP DITCH STABILIZATION DETAILS
MINIMUM DEPTH: 2 FEET REVISIONS DATE: 7/11/07 DRAWN BY: WIDE
DEWATERING MECHANISM: SKIMMER MINIMUM DEWATERING TIME24 HOURS WDP 1-9-2012 Sediment Cross -Section NO SCALE
:
BAFFLES REQUIRED: 3 MINUMUM WDP10-12-2012 EMPORARY SKIMMER storage zone VI2W
DESIGN LIFE: 3 YEARS MAX
SEDIMENT BASIN
SEE NC DENR EROSION and SEDIMENT CONTROL PLANNING VARIES-1
and DESIGN MANUAL 3 STD. # 40.35 6 2' /
TOP OF DITCH MINIMUM I I —III —III —III °D ^y MqX P� o�Y —III—III—I
- BOTTOM OF DITCH =III —III —III —I �° Sop s�o ° III—III—III—�
SCHEDULE 40 --- 18"MIN. _III_ I—_ _ ° �° F VARIES P�° ° =III=III=III;
l ID"
- -I III_III=III ° ° 1 M
STEEP CUT OR FILL SLOPE IIII I— I' I L=III=III=I — ° 2 �� a° =III=III=III—
PIPE PVC PIPE NOTES: _ - ' M I I=I I I=I I I=_ PVC END PVC VENTCAP PVC ELBOW 1. STABILIZE DIVERSION 'AN
2 : 1 SLOPE (MAXIMUM) 2'DITCH WITH TEMPORARY MINIMUM ---—WATER SURFACE ° _ IISEEDING AND ROLLED —III (SEE TABLE ONPVC END EROSION CONTROL I="' SHEET C2.03)— a I I III —III —III —III —III— I '
CAP SCHEDULE 40 ° PRODUCTS. USE DS75 OR I CROSS SECTION A -A
PVC PIPE EQUIVALENT MATTING -I I I' I III I I I III I I I III I I I III -I
ORIFICE UNLESS OTHERWISE POSITIVE GRADE 1.0% MAXIMUM CROSS-SECTION VIEW
PVC TEE FLEXIBLE PLATE NOTED. STABILIZATION
PVC PIPE HOSE PVC TEE REQUIRED WITHIN 7 DAYS.
"HOLES IN NOTE: SEE TABLE ON SHEET C2.03 FOR CROSS SECTION GEOMETRY FOR EACH APPLICABLE DIVERSION.
2. MODIFY DITCH DIMENSIONS
UNDERSIDE A
WHERE SPECIFIED ON O
PLANS.
BOTTOM SURFACE —�
2' MIN (SEE TABLE SANDBAG
BOTTOM OF DITCH ON SHEET C2.03). STAPLES STRAW BALE BINDER WIRE 10 mil PLASTIC LINING
END VIEW FRONT VIEW UPSLOPETOE (2PER BALE) _ —
10 mil PLASTIC LINING PLYWOOD -1' SECTION A -A
° NATIVE MATERIAL 48X24"
° (OPTIONAL) PAINTED WHITE BLACK LETTERS 3' NOT TO SCALE
ARM ASSEMBLY p
6" HEIGHT LATH AND
= I-IIII-III' BERM
FLAGGING ON
3 SIDES
SIDE SLOPES H°I
"C" ENCLOSURE 2 : 1 (MAXIMUM) TOP OF DITCH 2' MIN. SECTION B-B I ICONCRETE LAG SCREWS 10' MINIMUM
I I WASHOUT
NOT TO SCALE O O O O O
WOOD OR
METAL STAKES SANDBAG
o (2 PER BALE) 36" WOOD POST
IV MINIMUM 3 5"X3.5"X8'
PERSPECTIVE VIEW ° WATER ENTRY — =111E IIII-IIII=IIII- III-11'
UNIT — O
STEEP CUT OR FILL SLOPE
NOTE: SKIMMER TO BE TETHERED SEE N.C. DENR EROSION and SEDIMENT
PLAN VIEW B
CONTROL PLANNING and DESIGN MANUAL O
FOR CONDITIONS WHERE PRACTICE APPLIES;
NOTE: SEE 3 PLANNING CONSIDERATION & DESIGN CRITERIA. MAINTENANCE
TEMPORARY SKIMMER 3 INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FOW VARIES
REVISIONS DATE: 1/0 AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA
SIZING CALCULATIONS WDP 9-12-2012 TEMP. SKIMMER PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL
ON SHEET C5.00 STD. # 40.38 AND APPROPRIATELY STABILIZE IT.
DETAIL No.
PERMANENT SEEDING SCHEDULE FOR COASTAL PLAIN nDD STANDARD TEMPORARY DIVERSION DITCH
04000.09
J
N
N
N
1�
36"
A
A
VARIES O
B CONCRETE WASHOUT
SIGN DETAIL
PLAN
(OR EQUIVALENT)
O
O NOT TO SCALE
BERM
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a o 0 0
0
10 mil PLASTIC LINING
TYPE "BELOW GRADE"
8" 1.12" DIA
I STEEL WIRE
SHEET 1 OF 1
STAPLE
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DATE TYPE BROADCAST SEEDING RATES
10mil PLASTICLINING PLAN STRAW BALE DETAIL
10 mil PLASTIC LINING
CL
SKIMMER SEDIMENT BASIN MAINTENANCE
NOT TO SCALE (NP)
a
MAY 1 - SEP 1 KOBE LESPEDEZA 10 LBS/ACRE
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL
0
EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN
TYPE "ABOVE GRADE" WITH STRAW BALES
WOOD FRAME SECURELY
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OCT 1 -APR 1 SERICEA LESPEDEZA 15 LBS/ACRE
SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE
FASTENED AROUND SECTION B-B
ENTIRE PERIMETER
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SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE
NOT TO SCALE
WITH TWO STAKES
AUG 30 - MAR 15 KY 31 TALL FESCUE 200-250 LBS/ACRE
SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE
1o'MINIMUM
m
SKIMMER.
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AUG 15 - APR 15 RYE GRAIN 40 LBS/ACRE
TWO -STACKED
00
00
2X12 ROUGH
WOOD FRAME
LO
APR 15- AUG 15 GERMAN MILLET 10 LBS/ACRE
REPAIR BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
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NOTES
B B
Y
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APR 15- JUN 15 BERMUDA 25 LBS/ACRE
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE
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2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED
WITHIN 30'OF THE TEMPORARY CONCRETE WASHOUT
rn
SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE
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FACILITY.
=_
VARIES STAKE
(TYP>
IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
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3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE
TEMPORARY SEEDING SCHEDULE
m
WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE
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OF THE WORK AND DISPOSED OF OR RECYCLED.
0
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IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A
N
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Cm
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4.HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE
CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE
DATE TYPE PLANTING RATE
PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE
.
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°
WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND
SKIMMER.
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STABILIZED TO PREVENT EROSION.
m
DEC 1 - APR 15 ANNUAL LESPEDEZA (KOBE 50 LBS/ACRE
7:
O
2
CONCRETE WASHOUT MAINTENANCE
THE CONCRETE WASHOUT MUST BE CLEANED, OR A NEW FACILITY
PLAN
10 mil PLASTIC LINING NOT TO SCALE TYPE "ABOVE GROUND"
WITH WOOD PLANKS
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IN PIEDMONT AND COASTAL
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL
CONSTRUCTED, ONCE THE WASHOUT AREA IS TWO-THIRDS (2/3) FULL.
cc
PLAIN)
WIDTH OF THE SPILLWAY. 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
v
APR. 15 - AUG 15 GERMAN MILLET 40 LBS/ACRE
BAFFLES MAINTENANCE
DEBRIS FROM THE SKIMMER AND POOL AREAS.
(COASTAL PLAIN)
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. BE SURE TO MAINTAIN
ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE
PROMPTLY. THEN REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL, TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT
AUG 15 - DEC 30 RYE 120 LBS/ACRE
WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT, AND REPLACE IF
a
(COASTAL PLAIN)
DAMAGED DURING CLEANOUT OPERATIONS. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. AFTER THE
CONTRIBUTINGDRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS,
E
BRING THEAREA TO GRADE, AND STABILIZE IT.
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PROJECT NAME & ADDRESS
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DATE
8/10/2020
PROJECT NUMBER
45488.006
PROJECT NAME
BAY TREE SOLAR
DESIGNED BY / DRAWN BY
D. JOHNSON / N. MARTIN
Lid, Nq'
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction,
bidding, and/or construction staking without the
express written consent of TIMMONS GROUP.
REVISIONS
#
MM/DD
DESCRIPTION
1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISIONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
5
5/28/21
OWNER REVISIONS
6
6/29/21
OWNER REVISIONS
7
11/23/21
NCDEQ REVISIONS
EROSION
CONTROL
NOTES &
DETAILS
NIA I C2.01

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PROJECT NAME &ADDRESS
J
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DATE
8/10/2020
PROJECT NUMBER
45488.006
PROJECT NAME
BAY TREE SOLAR
DESIGNED BY/ DRAWN BY
D. JOHNSON / N. MARTIN
A > n- () L)
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction,
bidding, and/or construction staking without the
express written consent of TIMMONS GROUP.
REVISIONS
#
MM/DD
DESCRIPTION1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISIONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
5
5/28/21
OWNER REVISIONS
6
6/29/21
OWNER REVISIONS
7
11/23/21
NCDEO REVISIONS
•
EROSION
CONTROL
NOTES &
DETAILS
Ln
C:
0
E
9
N/A I C2.02

TREE PROTECTION NOTES GENERAL CONDITIONS CONSTRUCTION SEQUENCE N o
60' 60' - -�I 20' r�1 c.s
1) GROUND STABILIZATION
1. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, U5 N
_ _ 1. CONTRACTOR SHALL OBTAIN COPY OF THE APPROVED EROSION CONTROL < E
- TRENCHING OR OTHER LAND DISTURBING ACTIVITY IS ALLOWED IN THE TREE PROTECTION ZONE. > E
• it,,t- '�' SITE AREA DESCRIPTION STABILIZATION STABILIZATION TIME FRAME PLAN AND MAINTAIN A COPY OF THE PLAN ON SITE THROUGHOUT DURATION E
20' TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, GRADING OR CONSTRUCTION 0 O -0-._
'.• �}j'"• OF CONSTRUCTION. w c
•jai - TIME FRAME EXCEPTIONS =_
��`-, �_ BEGINS,AND NOT REMOVED UNTIL FINAL INSPECTION. ' E
R28' I � 2. CONTRACTOR SHALL NOTIFY NCDEQ, LAND, MINERAL AND LAND RESOURCES ce 01
r" TYP. DIVISION AT [phone] A MINIMUM OF 72 HOURS BEFORE START OF • O< w U
2. BEFORE GRADING/CLEARING/CONSTRUCTION BEGINS, CALL FOR INSPECTION OF TREE PROTECTION PERIMETER DIKES, SWALES, 7 DAYS NONE CONSTRUCTION ON EACH PHASE.
, FENCING BY URBAN FORESTER. • W2 L -o
3. RECOMMEND TAKING SOIL SAMPLES TO DETERMINE SEED AND FERTILIZER I- LL
R28' / + I;... DITCHES AND SLOPES • a O o
TYP. I Cab: •
"�•� 3. NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER UNDISTURBED. RATES. • in w W M S
L• 4. CONTRACTOR AND INSPECTOR SHALL COORDINATE WHICH AREAS ARE BEING 0 • >a I- `^
20' - SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE-SEED WITH GRASS ONLY IN DISTURBED/GRADED HIGH QUALITY WATER 7 DAYS NONE w < 'E '
t.NI AREAS. WORKED ON. CONTRACTOR SHALL PROVIDE IMMEDIATE STABILIZATION TO Z =z cn o
." (HQW) ZONES 0 U'-' a CO
I; ALL DISTURBED AREAS ONCE GRADING IS COMPLETE PRIOR TO DISTURBING • Q Q
I` 20' - . 4. BRUSH, VINES AND SMALL TREES (<8 IN. DIAMETER, OR AS SMALL AS 2 IN. CALIPER)MAY BE ANOTHER AREA. O z,2 O u-
HAND-CLEARED ONLY CUT FLUSH WITH GROUND SURFACE. EXISTING TREES MAY BE LIMBED UP 6 SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS 5. INSTALL CONSTRUCTION ENTRANCES. ■ 00 ° o
120-FOOT HAMMERHEAD '± FEET(AT LEAST 2/3 OF THE BRANCHES SHOULD BE LEFT)TO IMPROVE VISIBILITY IN LENGTH AND ARE NOT 6. CUT TREES, CLEAR AND GRUB OR DENUDE AREAS ONLY AS REQUIRED TO • X 7) '^
4, • STEEPER THAN 2:1, 14 DAYS INSTALL EROSION CONTROL DEVICES AS SHOWN ON THE PLAN AND X H o
'�. , 5. EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH A SHARP PRUNING TOOL; BACKFILL AS SOON AS ARE ALLOWED. STABILIZE THOSE AREAS IMMEDIATELY AFTER CONSTRUCTION. NO UPSLOPE D (!
FIRE APPARATUS ACCESS ROADS(SPECIFICATIONS): POSSIBLE TO MINIMIZE EXPOSURE TO THE AIR. LAND DISTURBING ACTIVITIES SHALL TAKE PLACE UNTIL PERIMETER 00 m o
1. FIRE APPARATUS ACCESS ROADS SHALL BE IN ACCORDANCE APPENDIX D FIRE SLOPES 3:1 OR FLATTER 14 DAYS 7-DAYS FOR SLOPES GREATER CONTROLS ARE IN PLACE AND FUNCTIONAL. o _1
APPARATUS ACCESS ROADS UNDER THE INTERNATIONAL FIRE CODE(2015)AND 70 6. TREE PROTECTION FENCING MUST BE INSTALLED BEFORE ANY DEMOLITION/CLEARING/ I-
ALL OTHER APPLICABLE REQUIREMENTS OF THE INTERNATIONAL FIRE CODE. GRADING/CONSTRUCTION,AND NOT REMOVED UNTIL AFTER FINAL INSPECTION BY URBAN FORESTER. THAN 50 FEET IN LENGTH 7. INSTALL SILT FENCE PER PLANS. SILT FENCE IS TO BE INSTALLED IN AREAS
2. FIRE APPARATUS ACCESS ROADS SHALL NOT EXCEED 10 PERCENT IN GRADE. DOWNSTREAM OF DIVERSION DITCHES AND ON THE DOWNSTREAM SIDE OF CLIENT
ACCEPTABLE ALTERNATIVE ALL OTHER AREAS WITH 14 DAYS NONE (EXCEPT FOR PERIMETERS
(EXCEPTION: GRADES STEEPER THAN 10 PERCENT AS APPROVED BY THE FIRE BASINS. SILT FENCE OUTLETS AND CHECK DAMS TO BE PLACED
CHIEF.) 120-FOOT HAMMERHEAD 7. PLEASE SUBMIT UTILITY PLANS SO THAT THEY CAN BE REVIEWED FOR UTILITY CONFLICTS WITH SLOPES FLATTER THAN 4:1 AND HQW ZONES) DOWNSTREAM OF SEDIMENT BASINS AT LOW POINTS AND IN DITCHES.
EXISTING AND PROPOSED TREES; I.E.: ELECTRICAL, TELEPHONE, GAS,SEWER,WATER,AND SITE 8. ENSURE SILT FENCE, SILT FENCE OUTLETS, AND CONSTRUCTION ENTRANCE
FIRE APPARATUS ACCESS ROAD GATES: LIGHTING. ARE PROPERLY INSTALLED.
1. WHERE A SINGLE GATE IS PROVIDED,THE GATE WIDTH SHALL BE NOT LESS THAN 20 FEET(6096 MM).WHERE A FIRE APPARATUS 2) INSPECTIONS 9. INSTALL TEMPORARY SEDIMENT BASINS, RISERS, AND SKIMMERS PER PLANS.
ROAD CONSISTS OF A DIVIDED ROADWAY,THE GATE WIDTH SHALL BE NOT LESS THAN 12 FEET(3658 MM). 8 TREE PROTECTION FENCE IS TO BE LOCATED PER PLAN OR AT A MINIMUM OF 1 FOOT PER TREE -WEEKLY INSPECTION REQUIREMENTS.
2. GATES SHALL BE OF THE SWINGING OR SLIDING TYPE. DIAMETER INCH AWAY FROM THE TREE IN THE SETBACK OR RIGHT-OF-WAY. -RAIN GAUGE AND INSPECTIONS AFTER 0.5" RAIN EVENTS. 10. IDENTIFY BASINS IN THE FIELD WITH PERMANENT SIGNAGE THAT
2 .
3. CONSTRUCTION OF GATES SHALL BE OF MATERIALS THAT ALLOW MANUAL OPERATION BY ONE PERSON. -INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS HOURS". CORRESPOND TO THE BASIN NUMBERS IN THE APPROVED PLAN. IN ADDITION,
4. GATE COMPONENTS SHALL BE MAINTAINED IN AN OPERATIVE CONDITION AT ALL TIMES AND REPLACED OR REPAIRED WHEN -INSPECTION REPORTS MUST BE AVAILABLE ON-SITE DURING BUSINESS HOURS SILT FENCE OUTLETS SHOULD ALSO BE IDENTIFIED (IE. PAINT NUMBERS ON 0 Ce
DEFECTIVE. UNLESS A SITE SPECIFIC EXEMPTION IS APPROVED. ADJACENT SILT FENCE).
5. METHODS OF LOCKING SHALL BE SUBMITTED FOR APPROVAL BY THE FIRE CODE OFFICIAL. NOTIFICATION OF COMBINED SELF MONITORING AND SELF INSPECTION -RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST. 11. INSTALL TEMPORARY DIVERSION DITCHES TO ENSURE SEDIMENT LADEN r 1 in
-ELECTRONICALLY AVAILABLE RECORDS MAY BE SUBMITTED UNDER CERTAIN RUNOFF ENTER INTO THE BASINS. ALL DIVERSIONS ARE TO BE STABILIZED
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT CONDITIONS. WITH ROLLED EROSION CONTROL PRODUCTS. Om
DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH 12. CONTRACTOR SHALL MONITOR SEDIMENT BASINS AND ENSURE BASINS ARE
PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION CONTROL AND 3)CONDITIONS IN EROSION & SEDIMENTATION CONTROL PLANS* W
NOT TO SCALE) DRAINING PROPERLY. DUE TO THE NATURE OF THIS SITE AND THE FLAT 0
SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION -DESIGNATION ON THE PLANS WHERE THE 7 AND 14 DAY GROUND STABILIZATION TERRAIN, THERE ARE NOT A LOT OF TRUE OUTFACE LOCATIONS. BASINS 0
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OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. REQUIREMENTS OF THE NPDES PERMIT APPLY. SHOULD ONLY DEWATER THROUGH THE SKIMMERS DURING CONSTRUCTION.
5' 14' - - 5' 3'��3' -ALL BASINS WITH GREATER THAN 1 ACRE DRAINAGE AREA MUST BE DESIGNED SUCH
GRAVEL I THAT THE SURFACE WITHDRAWAL REQUIREMENTS OF THE NPDES PERMIT IS INCLUDED. IF NECESSARY, CONTRACTOR SHALL PUMP OUT SEDIMENT BASINS INTO
6" (TYP.) 2.00 % TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS AND NPDES SELF-MONITORING �'►
EXISTING SLOPE i EXISTING SLOPE SAND FILTER BAGS PER DETAIL FOR BASIN REMOVAL. CONTRACTOR SHALL /�/
VARIES III-III r*56- 56 ) v I I l II lI . `?*7 rSj> VARIES REPORTS, DWQ AND DEMLR DEVELOPED A COMBINED FORM. THE SELF-INSPECTION PROGRAM 4)SEDIMENT BASINS MONITOR BASINS AFTER EACH RAINFALL. ■/
ISSEPARATE FROM THE WEEKLY SELF-MONITORINGPRO RAM OF THE NPDESSTORMWATER G
f ■
■
-OUTLET STRUCTURES MUST WITHDRAW FROM BASIN SURFACE UNLESS DRAINAGE 13. BASINS AND DIVERSIONS SHALL BE STABILIZED IMMEDIATELY UPON �ii4/■.
I -i I- - - - - =-i-I I II 1 PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF-INSPECTION REPORT IS THE AREA IS LESS THAN 1 ACRE. CONSTRUCTION. �i�j/��
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I -III- I -III- I -III- I -III- I -III- I -IIIIIII- I -III
1
III III III III III III III III I INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES 14. PROVIDE STABLE TRANSITIONS FROM TEMPORARY DIVERSIONS INTO BASINS.
- < ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH
�� I I I I I MIRAFI HP370 OR EQUAL PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. FINE GRADING AND SEEDING NOTES 15. CONTRACTOR GRUBBINGB THEN AND THE D
WITH THE CONSTRUCTIONOF REMAINDERC S THE
CLEARING AND THE OF ACCESS ROADS,
COMPACTED ) THE FORM CAN BE ACCESSED AT: 1. ALL AREAS DISTURBED BY CONSTRUCTION OPERATIONS AND NOT COVERED BY BUILDING,PAVING, POWER CABLES, TRANSFORMER/INVERTER PADS, SOLAR PANELS, AND
ETC.SHALL BE FINEGRADED AND SEEDED.RAVEL ROAD (ACCESS ROAD) - CROSS HTTP://DE .NC.GOV/ABOUT/DIVISIONS/ENERGY MINERAL LAND RESOURCES/G O CC SS O B RARE Q
SU G
_ _ PERIMETER FENCE. WHERE FENCE IS IN CONFLICT WITH TEMPORARY
(NOT TO SCALE) EROSION-SEDIMENT-CONTROL/FORMS DIVERSION DITCHES AND/OR SEDIMENT BASINS THOSE PORTIONS OF FENCE
2. BACKFILL UNDER LAWN AND PLANTING AREAS NOT ADJACENT TOSTRUCTURES:
6" THICK LAYER OF COMPACTED CRUSHED AGGREGATE BASE COURSE (NCDOT CABC). BASE COURSE IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM PLEASE CONTACT THE RALEIGH THE UPPER 1 FOOT OF SOIL BELOW FINISHED GRADE-90%,REMAINDER-95%MODIFIED PROCTOR
MAXIMUM DRY DENSITY. SHOULD BE POSTPONED UNTIL THE SITE IS STABILIZED AND THE PROJECT NAME&ADDRESS
MATERIALS SHALL CONFORM TO THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT CABC) ) REGIONAL OFFICE AT [phone]. CONFLICTING DITCHES AND/OR BASINS HAVE BEEN REMOVED. ONCE 0
"ROAD AND BRIDGE SPECIFICATIONS"
CLEARING AND GRUBBING HAVE BEEN COMPLETED, THE SITE SHALL BE
3. SLOPE AREAS TO INSURE POSITIVE DRAINAGE WITHOUT WET SPOTS. DRAIN AWAY FROM SEEDED, MULCHED, AND ANCHORED PRIOR TO POST INSTALLATION.
NOTE: <' SEEDBED PREPARATION INVERTER/TRANSFORMER PADS.
ALL SITE GRAVEL ROAD ARE TO BE INSTALLED WITHIN EXISTING GRADE TO MAINTAIN POSITIVE DRAINAGE FLOW, AND NOT INTERRUPT OR REDIRECT 16. INSTALL TEMPORARY SANDBAG COFFER DAMS PER DETAIL ON C2.04 PRIOR
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL 4. FERTILIZER SHALL BE A COMMERCIAL FERTILIZER DELIVERED IN UNOPENED ORIGINAL CONTAINERS TO INSTALLING PERMANENT CULVERTS IN STREAMS AND WETLANDS.
Q
STORMWATER UNLESS SPECIFIED OTHERWISE. 1 CONDITIONS, IF AVAILABLE. EACH BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. ANY FERTILIZER WHICH COMES INSTALL PUMP ADEQUATE TO DIVERT ALL WATER AROUND THE Q Z
CAKED OR OTHERWISE DAMAGED SHALL NOT BE ACCEPTED. -
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GRAVEL ROADS TO BE CONSTRUCTED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF FIRE APPARATUS AND SURFACED TO PROVIDE 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. CONSTRUCTION. INSTALL ADDITIONAL PUMPS IF REQUIRED. ALL PUMPED -ID O
3. REMOVE ALL LOOSE ROCK ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACE WATER SHALL BE RELEASED THROUGH AN APPROVED FILTERING DEVICE.5. MULCH SHALL BE WEED-FREE GRAIN STRAW. QUALITY SHALL BE 3 300 POUNDS PER ACRE APPROX.
ALL-WEATHER DRIVING CAPABILITIES. REASONABLY SMOOTH AND UNIFORM. 75 LBS. PER 1000 SQ.FT.)OR 65 BALES PER ACRE(1.5 BALES PER 1000 SQ. FT.). CONTRACTOR SHALL INSTALL ALL CULVERTS IN DRY WEATHER CONDITIONS. O OU Q
ACCESS ROAD TYPICAL SECTION 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX 6. AREAS TO BE SEEDED SHALL BE RIPPED TO A MIN.DEPTH OF 6"AND SPREAD WITH A AVERAGE 4" REMOVE COFFER DAMS ONCE PROPOSED CULVERT HAS BEEN INSTALLED w i
WITH SOIL (SEE BELOW W
NOT TO SCALE) DEEP LAYER OF TOPSOIL.TOTAL SEEDBED.UNPREPARED DEPTH SHALL BE 4"TO 6 DEEP(SEE
AND RETURN FLOW TO EXISTING CONDITIONS.
( 5. CONTINUE TILLAGE UNTIL A WELL- PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS TEMPORARY AND PERMANENT SEED SPECIFICATIONS FOR SEEDING INFORMATION). 17. ROADS SHOULD BE EVALUATED AFTER RUNOFF PRODUCING EVENTS AND W Q I-
1---2' -I- 20' - - 2' 3'�-3' ) PREPARED 4 TO 6 INCHES DEEP. CONSTRUCTION SPECIFICATIONS RE GRADED OR ADDITIONAL GRAVEL ADDED AS NECESSARY. m 0
GRAVEL
< 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING 18. ONCE AN AREA OF CONSTRUCTION HAS BEEN COMPLETED, CLEAN OUT
EXISTING SLOPE 6" (TYP.) 2.00_% EXISTING SLOPE EQUIPMENT OR CULTIPACK AFTER SEEDING. CLEARING: SEDIMENT IN EROSION CONTROL DEVICES AND PROVIDE PERMANENT
v � v'. 1
VARIES -I �0�0Cv�v�` jcsUov�v�?U v I I-I 3 VARIES 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. GROUND COVER AS SPECIFIED ON PLANS. AFTER SEDIMENT BASINS AND Q
0- .- it ,*•i;. ��•F�•F. o f of o a teeldrtoeteteae:� - 1. RIGHT-OF-WAY CLEARING-IN THE UTILITY RIGHT-OF-WAY OR OTHER AREAS WHICH ARE TO BE
�I 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN
CLEARED BUT NOT GRADED,BRUSH SHALL BE CUT AND REMOVED BY THE CONTRACTOR. DIVERSION DITCHES HAVE BEEN REMOVED THE CONFLICTING PORTIONS OF CO
F4R© I I I- - I- - - I- - I- - I- - -I I-I I I-I -1 _ 1' THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED THE PERIMETER FENCE MAY BE INSTALLED.
- I -III- I IIIIIII III' IIIIIIIIII I -III -I I I� III 2. CONSTRUCTION ACCESS ROAD(S)AND SITE.IN THE AREAS TO BE GRADED,THE CONTRACTOR SHALL REESTABLISHED FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 19. CONTRACTOR SHALL MINIMIZE DISTURBED AREA THROUGHOUT
11�.r I I- I- I HAVE ALL VEGETATION AND DEBRIS REMOVED FROM THE SITE PER THE CONSTRUCTION SEQUENCE. DATE
���������� � 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION CONSTRUCTION OF ENTIRE PROJECT WHERE POSSIBLE. ALL EROSION
MIRAFI HP370 OR EQUAL AFTER PERMANENT COVER IS ESTABLISHED. BACKFILUGRADING: CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED UNTIL 8/10/2020
COMPACTED PROJECT NUMBER
PERMANENT GROUND COVER IS ESTABLISHED.
GRAVEL ROAD (ACCESS ROAD) - CROSS SECTION SUBGRADE 1. CONSTRUCTION OF EROSION AND SEDIMENT CONTROL DEVICES IS TO BE CARRIED OUT AND THEIR 45488.006
APPLY: AGRICULTURAL LIMESTONE: 1 1.5 TONS/ACRE ON COURSE TEXTURED SOILS AND
20. AFTER PERMANENT GROUND COVER IS ESTABLISHED REMOVE ANY
(NOT TO SCALE) 2-3 TONS/ACRE IN FINE-TEXTURED SOILS; SOILS WITH pH OF 6 OR HIGHER NEED NOT LOCATION IS TO BE AS DESCRIBED IN THE CONSTRUCTION SEQUENCE. CERTAIN DEVICES ARE TO BE TEMPORARY EROSION CONTROL DEVICES AND STABILIZE ALL DISTURBED PROJECT NAME
CONSTRUCTED BEFORE GRADING OPERATIONS BEGIN. ALL DEVICES ARE TO BE MAINTAINED
6" THICK LAYER OF COMPACTED CRUSHED AGGREGATE BASE COURSE (NCDOT CABC). BASE COURSE BE LIMED DURING CONSTRUCTION AND TEMPORARY ONES REMOVED AFTERWARD. AREAS RESULTING FROM THOSE ACTIVITIES PER SEEDING AND MULCHING BAY TREE SOLAR
FERTILIZER: 700-1000 LBS/ACRE 10-10-10
SPECIFICATIONS ON THE APPROVED PLANS. IF NECESSARY, CONTRACTOR
( ) DESIGNED BY/DRAWN BY
MATERIALS SHALL CONFORM TO THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT CABC) 2. ALL VEGETATION AND DEBRIS SHOULD BE REMOVED FROM THE SITE AS DIRECTED. ALL SUBGRADE
"ROAD AND BRIDGE SPECIFICATIONS" MULCH: 2 TONS/ACRE (SMALL GRAIN STRAW) SHALL PUMP OUT SEDIMENT BASINS INTO SAND FILTER BAGS PER DETAIL. D. JOHNSON / N. MARTIN
SOILS SHALL BE FREE OF ORGANIC MATERIAL AND COMPACTED PRIOR TO THE PLACEMENT OF FILL
NOTE: ANCHOR: ASPHALT EMULSION AT 450 GAL./ACRE MATERIAL.ANY MATERIAL TO BE STOCKPILED ON SITE SHALL BE STOCKPILED WITHIN THE 21. INSPECT ALL EROSION CONTROL DEVICES AFTER EVERY RAINFALL EVENT
ALL SITE GRAVEL ROAD ARE TO BE INSTALLED WITHIN EXISTING GRADE TO MAINTAIN POSITIVE DRAINAGE FLOW, AND NOT INTERRUPT OR REDIRECT CONSTRUCTION LIMITS AND IN DESIGNATED AREAS. THE STOCKPILE LOCATION SHALL BE
AND AT LEAST ONCE PER WEEK. REPAIR AND CLEAN OUT AS REQUIRED.
STORMWATER UNLESS SPECIFIED OTHERWISE. SURROUNDED ON THREE(3)SIDES BY SILT FENCE WITH ONE(1)SIDE OPEN TO EARTH MOVING 22. INSPECT PERMANENT STABILIZATION AND RE-SEED AS NECESSARY. , ,, :. ,
GENERAL NOTES EQUIPMENT.THE OPEN SIDE SHALL BE ORIENTED IN A DIRECTION THAT DOES NOT ALLOW RUNOFF 23. THE CONTRACTOR SHALL CONDUCT SELF-INSPECTIONS OF THE EROSION •' '' 'i r' �
TO ESCAPE THE SILT FENCING. AND SEDIMENTATION CONTROL MEASURES AND COMPETE THE FOLLOWING ` ' .. a v)
GRAVEL ROADS TO BE CONSTRUCTED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF FIRE APPARATUS AND SURFACED TO PROVIDE . ALL EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST AVAILABLE RECORD
DRAWINGS. THE CONTRACTOR IS FULLY RESPONSIBLE TO FIELD VERIFY ACTUAL LOCATION AND 3. ANY OFF-SITE BORROW AND WASTE LOCATIONS REQUIRED FOR THIS PROJECT MUST HAVE AN COMBINED SELF-INSPECTION FORM FOUND ON THE DEMLR WEBSITE y� ;v„it„,,,,,.. ,. .. _
ALL WEATHER DRIVING CAPABILITIES. APPROVED EROSION CONTROL PLAN. htt
g ACCESS ROAD TYPICAL SECTION DEPTH OF EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION.ANY DISCREPANCIES ps://files.nc.gov/ncdeq/Energy%20Mineral%20and%20Land%20Resources/Stormwater _ rrI „ 4
BETWEEN ACTUAL FIELD CONDITIONS AND THE PLANS MUST BE REPORTED TO THE OWNER NPDES/020General/020Permits/DEMLR-CSW-Monitoring-Form-Rev-April-1-2019.pdf. ,- .Qr �'
(NOT TO SCALE) 4. ALL GRADING/BACKFILLING SHALL BE CONDUCTED TO PROVIDE A FIRM SUBGRADE. THE SUBGRADE r " '
IMMEDIATELY. SHALL NOT BE FROZEN,SATURATED,SOFT,OR UNSTABLE. THE EXPOSED SUBGRADE SHOULD BE TWELVE MONTHS OF COMPLETE INSPECTION FORMS SHALL BE KEPT ON-SITE Lit, 1't.• 24m, .I
NOTE: EXAMINED BY THE OWNER/OWNER'S REPRESENTATIVE. AND AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS RECOMMENDED A COPY 1f •3
CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CALL NORTH CAROLINA 811 (811 OR 1-800-632-4949) BE KEPT IN A PERMITS BOX. / Fr. 11 '
• FENCE FABRIC TO BE CHAIN LINK 5. MINIMUM COMPACTION REQUIREMENTS,UNLESS OTHERWISE SPECIFIED,THE CONTRACTOR SHALL war
-'
AT LEAST 72 HOURS PRIOR TO MOBILIZATION TO HAVE EXISTING UTILITIES LOCATED. 24. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF
• ALL FITTINGS, AND HARDWARE SHALL BE GALVANIZED STEEL ENSURE BACKFILL AND FILL MATERIALS ARE NOT PLACED IN HEAVY RAIN,AND PLACED IN
CONTINUOUS LAYERS NOT EXCEEDING 8 INCHES LOOSE(6 INCHES COMPACTED)TO ACHIEVE AN COVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBING -
r
10'(MAX)SPACING GATE OPENING(24'WIDE) `�. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTRACT A PRIVATE UTILITY TO LOCATE LINES ON EQUAL OR"HIGHER"DEGREE OF COMPACTION THAN UNDISTURBED MATERIALS ADJACENT TO THE ACTIVITIES OCCUR. A COPY OF THE E&SC PERMIT, THE COD, AND A HARD
PRIVATE PROPERTY. PRIVATE LINES ARE MAINTAINED BY THE PROPERTY OWNER AND NOT THE WORK. COPY OF THE PLAN MUST BE KEPT ON SITE, PREFERABLY IN A PERMITS BOX,
0, TENSION BAR(TYP.) (3)STRANDS OF 12 2"GUAGE BARBED WIRE,EA CONSISTING UTILITY OR SERVICE PROVIDER. SECONDARY WATER, SEWER,OR POWER LINES ARE PRIVATE LINES.
0- 7 GAUGE COIL WIRE OF 2 STRAND LINE WIRE W/4PT BARBS 10'(SCH 40)ROUND AND ACCESSIBLE DURING INSPECTION. These plans and associated documents are the
45°B/W ARM 6. FILL MATERIAL SHALL BE APPROVED BY THE OWNER/OWNER'S REPRESENTATIVE AND SHALL BE
(ATTACH-HOG RING) TENSION ROD(TYP 4 SIDES) END&CORNER POST 25. SELF-INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES exclusive property of TIMMONS GROUP and
x x x x x x x x x x x x x x x x x x x x x x . CONTRACTOR SHALL MAINTAIN ACCESS AND UTILITY SERVICES TO ALL REMAINING BUILDINGS AND FREE FROM LARGE OR FROZEN LUMPS,WOOD,GRASS,ROOTS,BROKEN CONCRETE,TRASH,OR may not be reproduced in whole or in pa t and
NOTE: x x x x x x x x x x x x x x x x x x x x x x x x Y x x Y xl x 1' 1 DEBRIS OF ANY KIND OR ROCKS MORE THAN 3 INCHES IN THEIR GREATEST DIMENSION OR OTHER ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND
ALL FENCING MATERIALS : 0Q06000011001 000000r00000000tQQ000006Q01 ADJACENT BUILDINGS THROUGHOUT THE DEMOLITION AND CONSTRUCTION PHASES. EXISTING shall not be used for any purpose whatsoever,
••�••• ��•�•�•�•�•� ••�•�•�•�•••�•�•�• •••••••••��•� .pp.•p.,,. .•••••••••••••••••••••�•••�•�•�•�•�•�•�•�•�•�•�•�•�• •• EXTRANEOUS MATERIAL.THE TOP 12 INCHES ARE TO BE FREE OF MATERIAL GREATER THAN 1-INCH WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 INCH. ANY inclusive,but not limited to construction,
TO BE GALVANIZED. ❖••• �•••••••••••• BRACE •
RAIL •a•••••••••••••••• •••••!,':44 I I •••i••.•�ii� ••'••is ii•••i•••s•••••i•••i•••i•••i•••••s•••s•••s•••••••••i•••i Os IMPROVEMENTS DAMAGED DURING I V G CONSTRUCTION SHALL BE REPLACED/RESTORED TO THEbidding,and/or construction staking without the
❖.•. ❖„44+ ❖44444 44444 44444 44444 44444 4 IN THEIR GREATEST DIAMETER. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS
•_4_4 �•••••••�•�• (ATTACH RAIL TIE) .4.4.t.4.4..4.4 4IIiIi
:: STRIKE STRAP ..:�:�:.:�i •••••••••••.•••••••••••.••+••••� ATISFA TION OF THE OWNER BY THE CONTRACTOR. express written consent of TIMMONS GROUPPOST SCHEDULE: (DQ-40 STEEL) ;:0;: ;:;:;•;:::: •p •���� S Ck4* •• DESIGNED. ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE2.5" '•'•'• ••••••••••••••••••••••••••••••••• •'•• •••••••4 •• 7. PROOF-ROLL OBSERVATION AND TESTING,PER NCDOT SPECIFICATIONS,MAY BE REQUIRED BY THE
TERMINAL 4"OD ••• •♦♦•••••••••••••••••••••••••s•••• •• •••••••• REVISIONS
4. ••• •, OWNER/OWNER'S REPRESENTATIVE TO DETERMINE WHETHER CERTAIN AREAS OF SUBGRADE CONSTRUCTION DETAILS ON THIS PLAN. A RAIN GAUGE SHALL BE INSTALLEDCASE 4"QD ❖•, • • • • 6' 7' CONSTRUCTION WORK ZONE SIGNS AND SIGNING PROCEDURES SHALL CONFORM TO THE MUTED❖:•: i❖i:•c•Oi i:•:O•:O❖:•: 3/8"ADJUSTABLE :' ❖:•:••:� .•:O❖:i0•:OO❖:❖:•:O❖:O :❖:❖:O :::•:•: is # MM/DD/YY DESCRIPTION
POST SCHEDULE: (CQ-20 STEEL) •• •••••. .�••••••�• •LINE 2" D •••••• ••••••••••••••❖::;.••4•.O• TRUSS ROD •:4 ❖:•:• +:44•: :+: AND/OR FILL MEET THE MINIMUM COMPACTION REQUIREMENTS. AT THE PROJECT SITE FOR MONITORING. 1 11/9/20 OWNER REVISIONS
° ❖•• • • ❖•. ?BRACE RAIL 1-5/8"QD •••❖ , • • •••••• .❖., .�.❖.❖.•. .❖.❖.❖.❖.❖.;..•:...❖.❖.❖.❖.❖.❖.❖.❖.• ❖ 26. AFTER SITE I S PERMANENTLY STABILIZED, REMOVE ALL TEMPORARY 2 11/20/20 OWNER REVISIONS
LP`r +X ,:••••••••••••••••••O•••••••••••••:•;40:•!44444444 •••"4••••' ••:••.-••••O. .••••••••••••••X.X=•••••••••••••••••••••O•••••••••❖.•.,, •❖ 8. ANY DEFICIENCIES IN COMPACTION,GRADE OR MOISTURE MUST BE CORRECTED BEFORE
:•••• •:•••••••••••••••••••••••••••••••••••••••••••4.!•!:•••••••• •:+:.:i i .•i•i0:.•i•i • :i•i•i•i!•% •4•i i i i i i•i•i.•.•. i•i•i•i•i•i•i•i�O •i• 3 1/28/21 OWNER REVISIONS
.❖.• .o!.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖:::'-y ❖.❖.•.• .:,'"4 ******••••••••••••••••••••••o••o•••••••••••••o.• •• THE CONTRACTOR SHALL BE FULLY RESPONSIBLE TO PROVIDE SIGNS BARRICADES,WARNING EROSION CONTROL MEASURES AND PROVIDE PERMANENT SEEDING WHERE
o ... •.•.....•..•.......•..•.....•..•.......,.. .•••••••••••••••••••••••••••.•• .. SUBSEQUENT LAYERS CAN BE PLACED. IF SUBGRADE BECOMES ERODED OR DISTORTED PRIOR TO
.���������������������•��������._� 4 2/23/21 OWNER REVISIONS
I 8'(CQ-20)LINE POST 3/8"TRUSS ROD 3„ 3„ LIGHTS, GUARD RAILS,AND EMPLOY FLAGGERS AS NECESSARY WHEN CONSTRUCTION ENDANGERS PLACING SUBSEQUENT LAYERS,IT MUST BE SCARIFIED,RESHAPED AND RECOMPACTED TO THE TEMPORARY MEASURES HAVE BEEN REMOVED AND GROUND COVER IS NOT
I: - 2$ DIAMOND MESH-11 z 2 g DIAMOND MESH-11 z GAGE 5 5/28/21 OWNER REVISIONS
(ATTACH-LINE POST TIE) F. ;J GAGE CHAIN LINK FABRIC I X 6'CHAIN LINK FABRIC,TOP ' EITHER VEHICULAR OR PEDESTRIAN TRAFFIC. THESE DEVICES SHALL REMAIN IN PLACE UNTIL THE ORIGINAL REQUIREMENTS. IF SUBGRADE BECOMES UNSTABLE AFTER PLACING ANY OR ALL OF THE ADEQUATE. SEDIMENT BASINS MAY NOT BE REMOVED OR CONVERTED TO 6 6/29/21 OWNER REVISIONS
`9"X 30"FOOTING L• ..� GAGE FRAME(TYP) I SELVAGE TWISTED,BOTTOM MATERIAL,THE UNSTABLE AREA MUST BE UNDERCUT AND RECONSTRUCTED PROPERLY. PERMANENT BMPS UNTIL ALL UPLAND AREAS ARE PERMANENTLY STABILIZED. 7 11/23/21 NCDEQ REVISIONS
WI G G TRAFFIC MAY PROCEED NORMALLY AGAIN.
7 GAUGE COIL WIRE 10"X 36"FOOTING
I- TURNBUCKLE --1= 3"MIN. (GATE AND CORNER �_ J SELVAGE KNUCKLED(TYP.) I_ J 27. PERMANENT GROUNDCOVER SHALL BE ESTABLISHED IN 15 WORKING DAYS DRAWING DESCRIPTION
NOTES: POSTS ONLY) ♦. THE CONTRACTOR SHALL ENSURE THAT ALL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER. HOWEVER, NPDES DESIGN
TEMPORARY MEASURE REMOVAL/PERMANENT RESTORATION
Qn 1. FENCE SHALL BE CHAIN LINK INSTALLED AT 6' IN HEIGHT, WITH 1' CHAIN LINK TOPPER SUPPORTED BY EXTENSION ARMS. (OSHA) REGULATIONS AND STANDARDS ARE FOLLOWED DURING ALL PHASES OF THE GROUNDCOVER REQUIREMENTS TAKE PRECEDENCE. NOTES &
Q CONSTRUCTION PROJECT. SHEETING OR BRACING SHALL BE USED WHENEVER NECESSARY TO 1. UPON THE ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION 28. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR
2. FENCE SHALL INCLUDE TOP AND BOTTOM RAIL. PREVENT FAILURE OF THE TRENCH BANKS.ALL SHEETING SHALL CONFORM TO AASHTO AND OSHA AND ONCE THE PROJECT IS RELEASED BY NCDEQ AND COVERAGE UNDER NPDES GENERAL TO CLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS THE PERMITEE OF
3. ACCESS POINTS 1, 2, AND 3 SHALL INCLUDE 2 GATES: ONE FOR VEHICLES THAT SHALL BE DUAL SWING 30 FOOT WIDE OPENING (2 X 15 FOOT SWING SAFETY STANDARDS. STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES IS TERMINATED: THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL DETAILS
•
GATES) INSTALLED WITH A ROBUST LATCH THAT CAN ACCOMMODATE A PADLOCK WITH$ INCH SHACKLE DIAMETER AND A 4 INCH SHACKLE HEIGHT
AND ONE FOR PEDESTRIANS WITH A 4 FOOT ENTRANCE THAT WILL BE LOCATED 8 FEET FROM THE NEAREST VEHICLE GATE. GATES SHALL ALSO
REMOVE TEMPORARY MEASURES(SILT FENCE,COMPOST SOCKS,DIVERSION DITCHES,BASINS, VISIT deq.nc.gov/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION
SEE ELECTRICAL PLANS FOR THE LOCATION, DIMENSIONS AND DETAILS OF ALL CORRESPONDING •
ETC)TO ELIMINATE POINT DISCHARGES AND ESTABLISH SHEET FLOW WHERE POSSIBLE; (e-NOT). A$100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE
HAVE HINGE PINS AND HARDWARE FASTENERS SPOT WELDED. APPURTENANCES. e-NOT HAS BEEN FILLED OUT.
4. WHERE CROSSINGS ARE SHOWN, FENCE SHALL SPAN NON-JURISDICTIONAL DITCHES WITHOUT ADDITIONAL MEASURES. • DIVERSION DITCHES-PROPERLY BACKFILL(COMPACTING IN 6"LIFTS),FINE GRADE(SEE FINE
5. TERMINAL POSTS AND POSTS ATE GATES TO BE ENCASED IN 3000 PSI CONCRETE WET MIXED FOOTINGS WITH A 12" OD BY 36' DEEP. = EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED APPROVAL GRADING AND SEEDING NOTES),AND SEED(SEE PERMANENT SEEDING NOTES)ALL DISTURBED
HAS BEEN OBTAINED FROM THE OWNER IN WRITING PRIOR TO ORDERING OR INSTALLATION.THE AREAS;
6. INTERMEDIATE POSTS SHALL BE SPACED 10' ON CENTER AND TERMINAL POSTS SHALL BE SPACED 500' ON CENTER. CONTRACTOR SHALL WAIVE ANY CLAIM FOR ADDITIONAL COST RELATED TO THE SUBSTITUTION OR
0) ALTERNATE EQUIPMENT. • BASINS-REMOVE PIPING,SPILLWAY,AND OUTER BERM TO ENABLE THE BASIN BOTTOM TO BE
GRADED AS NOT TO POND WATER,FINE GRADE(SEE FINE GRADING AND SEEDING NOTES),AND
PRIN• ARE HALF
• VEHICULAR FENCE & GATE DETAIL 0.CONTRACTOR SHALL MAINTAIN AN "AS-BUILT' SET OF DRAWINGS TO RECORD THE EXACT LOCATION SEED(SEE PERMANENT SEEDING NOTES)ALL DISTURBED AREAS; PLANSSCALEED AS 11x1 SHEET NUMBER
NOT TO SCALE OF ALL IMPROVEMENTS PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON
COMPLETION OF THE PROJECT. • AREAS OF NON SUFFICIENT GROUND COVER-FINE GRADE(SEE FINE GRADING AND SEEDING N/A C2.03
NOTES)AND RE-SEED(SEE PERMANENT SEEDING NOTES).

NOTE: N o
• FENCE FABRIC TO BE CHAIN LINK am
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• ALL FITTINGS, AND HARDWARE SHALL BE GALVANIZED STEEL ' ? > E
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to maneuver. With one piece welded steel construction, this panel is extremely sturdy and sag •••❖•❖•❖❖❖•❖•❖•••❖•❖•❖•❖•••••••••••❖•••••• :*;*•❖•❖•••❖•❖•❖•❖❖❖•❖•❖•••❖•❖•• •••••••••••••• ❖•••••••••••❖••••••••••••••• • • 0 z o re MI
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FEEDLOT PANEL TO BE ATTACHED TO CHAIN LINK m o
• Constructed of 4 ga. wire MAX SPAN 12 FEET FABRIC USING 9 GAUGE ALUMINUM HOG RINGS } o 00
• Graduated 8 in. vertical x 4 in. horizontal to 8 in. vertical x 6 in. horizontal mesh EVERY DIAMOND. FEEDLOT PANEL HANGS FREELY o DJ
• Welded one piece steel construction AT BOTTOM TO ALLOW WATER TO FLOW AND PUSH
• Virtually maintenance free BOTTOM OF EX. DITCH AGAINST IT AS NEED AND NOT IMPEDE WATER FLOW. CLIENT
• Sagresistant
4 GA GALVANIZED STEEL FEEDLOT PANEL MANUFACTURED
• Easy to erect, no stretching BY TRACTOR SUPPLY STORES. CUSTOM CUT PANEL TO
• Not all panels available in all stores MATCH SHAPE OF DITCH. ALLOW 4" CLEARANCE ALL
AROUND FOR WATER FLOW. SEE CUT SHEET FROM
Specification Description TRACTOR SUPPLY PRODUCT SKU#350207799.- 2 .
Length: 16 ft. 0 Ce
Product Height: 50 in. U W
Shop By: Bulk Discount
Animal Type: Cattle FEEDLOT PANEL DETAIL
Manufacturer Part Number 0059-7 (NOT TO SCALE) W 0
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] .* .r' , } _�f DATE
i i--� - 8/10/2020
PROJECT NUMBER
r, \ 45488.006
; s.
i • - ,` 1 1 i - - PROJECT NAME
\,� `` ]. / , BAY TREE SOLAR
:r
DESIGNED BY/DRAWN BY
D. JOHNSON / N. MARTIN
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ET_
@.891m] �,�� '� / These plans and associated documents are the
cm *MAX FLOOD LEVEL ALLOWED . MAXIMUM PIER HEIGHT= 2'3"
3 exclusive property of TIMMONS GROUP and
O 1 V // *% (ALLOWSMINjMUM OF 6"ABOVE may not be reproduced in whole or in part and
FOR MINIMUM PIER HEIGHT= 1 � � shall not be used for any purpose whatsoever,
(ALLOWS MINIMUM OF 6" ��/ FLOODLEVELnclusive,but not limited to constructionz ABOVE FLOOD LEVEL) /\/\//\//\/\//\� /\ \/\/\/\\//\/ /11\- �/\//\/\//\/\\/ \\//\//\/\//\//\0
bidding,and/or construction staking without the
M express written consent of TIMMONS GROUP.
/\//\//\//\//\//\i /\//\//\//\//\//\' /\//\//\//\//\//\! /\//\//\//\//\//\' REVISIONS
o �j\ \ \ \ \ \/ �j\ \ \ \\ \j\ �j\ \ \\ \ \ \/ �j\ \ \\ \ \ \ # MM/DD YY DESCRIPTION
co \ \ \ \ \ \ \ \ \ \ \ \ 1 11/9/20 OWNER REVISIONS
/ / / 2 11/20/20 OWNER REVISIONS
\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\�� \ \ �� 3 1/28/21 OWNER REVISIONS
C� // / / // �// / 4 2/23/21 OWNER REVISIONS
\\\\\\\\\\\\\\\� \\\\\\\\\\\\\\� MINIMUM / \/\\/ / MINIMUM 6 6/29/21 OWNER REVISIONS
/ � �� PEEMBEDMENT
R FOUNDATION /� / j � 5 OWNER REVISIONS
/ / MINIMUM
7 11/23/21 NCDEQ REVISIONS
\\\\\\\\\\\\\\\/ /\ \ \ \\\\\ DRAWING \\\\\\\\\\\\\\\� /\\\\\\\\\\\\\\ DRAWING
// // // // / / // // // // / DRAWING DESCRIPTION
o /�\\ \\ \\ \\ \\ \\ \\ \\� //\\\/\\/\\/\\ \\/\\/\\/\\�
/ // // // / // // // /i / /i\/i\/i\� \/i\/i\/i\// DESIGN
'/ i/ i//i// ///i//i//i/\� '//i//i//i// ///i//i//i/\� NOTES &
co ,�i\\i\\i\, \\i\\i\\� �i\\i\\i\\, \ \ \� DETAILS
•
CO \\/\\/\\/\\/\\/\\/\� \\/\/\\/\\/\/\/\
O
(1) MINIMUM PIER HEIGHT �B MAXIMUM PIER HEIGHT
In-
SCALE: N.T.S. SCALE: N.T.S.
E
p PLANS PRINTED AS 11x17 ARE HALF SCALE
U
u SCALE SHEET NUMBER
c
0
E N/A C2.04

GENERAL SITE NOTES
1. ALL RIGHT-OF-WAYS ARE PUBLIC, UNLESS NOTED OTHERWISE.
2. COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON -SITE IN A PERMIT BOX THAT IS CONSPICUOUSLY LOCATED AND EASILY ACCESSIBLE DURING CONSTRUCTION.
3. A SEDIMENTATION & EROSION CONTROL PERMIT WILL BE OBTAINED FROM NCDEQ.
4. A DRIVEWAY PERMIT WILL BE APPROVED BY NCDOT PRIOR TO BEGINNING CONSTRUCTION. FINAL DRIVEWAY LOCATION(S) & REQUIREMENTS ARE SUBJECT TO PERMIT REVIEW AND APPROVAL.
5. PROJECT AREA INCLUDING CONSTRUCTION STAGING AREAS WILL 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 ONLY NO GRUBBING TO ALLEVIATE SHADING OF
THE ARRAY, AS INDICATED ON THE SITE PLAN. CONSTRUCTION STAGING AND AREAS SUBJECT TO RUTTING DURING CONSTRUCTION WILL BE TEMPORARILY STABILIZED WITH LOGGING MATS (WHICH WILL BE REMOVED FOLLOWING CONSTRUCTION) OR GRAVEL WHICH WILL REMAIN AFTER CONSTRUCTION. SOIL
CONDITIONS AND EQUIPMENT LOADS WILL DETERMINE FINAL DESIGN.
6. ACCESS AISLES SHOWN ON THIS PLAN INDICATE CONSTRUCTION AND MAINTENANCE ACCESS POINTS FOR INGRESS/EGRESS. PRIOR TO CONSTRUCTION, THESE AISLES ARE COMPACTED BY A SMOOTH DRUM OR SHEEPSFOOT ROLLER TO REDUCE/PREVENT RUTTING. SOIL ACCESS AISLES WILL BE SCARIFIED,
AERATED, AND RE -SEEDED AFTER CONSTRUCTION. ACCESS AISLES TO INVERTERS MAY REQUIRE GRAVEL TO SUPPORT DELIVERY EQUIPMENT LOADS. FIRE MARSHALL MAY REQUIRE 20' GRAVEL DRIVE AROUND PERIMETER OF FENCED ARRAY AREA AFTER REVIEWING FINAL CONSTRUCTION DRAWINGS AND
FIELD AND SOIL CONDITIONS. ACCESS ROADS SHALL BE CAPABLE OF SUPPORTING A VEHICLE GROSS WEIGHT OF 75,000 LBS.
7. NO PERMANENT LIGHTING IS PROPOSED FOR THIS SITE.
8. ONLY SITE SPECIFIC SIGNAGE IS ALLOWED. PROPOSED SIGNAGE SHALL BE ALUMINUM SIGNS ("DANGER - HIGH VOLTAGE" AND "DANGER - NO TRESPASSING") MEASURING 14" X 10" IN SIZE, WILL BE PLACED ON PERMANENT SECURITY FENCING, ALTERNATING EVERY 100' AROUND THE ARRAY.
9. SITE ADDRESS NUMBER SHALL BE ON A SIGN AT LEAST 12" IN HEIGHT, IN A COLOR CONTRASTING WITH ITS BACKGROUND AND VISIBLE FROM THE ROADWAY.
10. THE PHOTOVOLTAIC (PV) PANELS ARE TO BE LOCATED AND SITUATED SO GLARE DOES NOT CREATE A DISTRACTION OR NUISANCE TO TRAFFIC OR ADJACENT RESIDENTIAL PROPERTIES.
11. SOLAR COMPONENTS MUST HAVE A UL LISTING, OR A LISTING FROM AN ALTERNATIVE TESTING AGENCY ACCEPTED BY THE LOCAL JURISDICTION HAVING AUTHORITY OVER THE PROJECT, AND MUST BE DESIGNED WITH ANTI -REFLECTIVE COATING(S).
12. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE AND NORTH CAROLINA BUILDING CODE.
13. NO STRUCTURE SHALL EXCEED A HEIGHT GREATER THAN FIFTEEN (15) FEET, EXCEPT FOR EXISTING POLES/OVERHEAD WIRING AND REQUIRED NEW INTERCONNECTION POLES REQUIRED BY UTILITY COMPANY AT THE POINT OF INTERCONNECTION. THIS IS MEASURED FINISHED GRADE AT THE BASE OF THE
STRUCTURE TO ITS HIGHEST POINT.
14. THE ELECTRICAL DISCONNECT SWITCH SHALL BE CLEARLY IDENTIFIED AND UNOBSTRUCTED AT ALL TIMES. THE OWNER MUST FILE A MAP WITH THE TOWN OF GARNER PUBLIC SAFETY DEPARTMENT DEPICTING WHERE THE DISCONNECT SWITCH IS LOCATED, AND SUPPLY ALL EMERGENCY CONTACT
INFORMATION TO EMERGENCY PERSONNEL TO HAVE ON FILES.
15. ONE KNOX BOX SHALL BE OBTAINED FOR EACH GATE OF THE ACCESS GATES INTO EACH OF THE ARRAY AREAS. THE LOCATION OF EACH BOX SHALL BE CLEARLY IDENTIFIED AND THE KEY FOR EACH GATE BE PLACED IN THE CORRESPONDING KNOX BOX. COMBINATION LOCK ARE NOT ALLOWED.
16. NCFC 503.1.1 - FIRE APPARATUS ROADS SHALL EXTEND INTO EACH SOLAR INSTALLATION AREA WITH APPROVED ACCESS OF NOT LESS THAN 20 FEET BETWEEN THE FENCE AND BEGINNING OF EACH ROW OF SOLAR PANELS. THIS SHALL EXTEND FROM THE BEGINNING OF THE GATE, AROUND TO ALL FOUR (4)
SIDES OF SOLAR FARM, BACK TO THE BEGINNING ENTRANCE.
CHARLES AMOS & / ' / / \ t t
� KEVIN R,4Y CHIN I I
ALICE C. SMITH
PPN 136500952374 /
BOOK 422, PAGE 549 BAXTER SMITH
0112711999 PPN 137500149681
BOOK 469, PAGE 432 , �1N 0610712001E SM / �S 61�2
p23 646 / /PNO yp PPGE 0A� /
\ ES PM A 3� y0 P PGE , /GE P o0K 624, 2003 /
231
N/F \ NPR PP oK 363,OIA99 P,(MP 2 � ' 8 0�
?TH CAROLINA STATE \ 60 011SM No02 52y3 I
FOREST SERVICE �� 1, A3 5 PPGE A
/ op, P90 OpKA6 ��I%�
\ 8 p2, / TRACT 1
BLUEBERRYBAY, LLC
PPN 137400557229
/ BOOK 675, PAGE 623
JURISDICTIONAL •;. 0511212011
BURNIE RA Y CAIN
MARYLOIS CAIN
PPN 137500913861
BOOK 184, PAGE 660
KEVIN RAY CAIN 08/07/1996
BURNIE RAY CAIN /
MARYLOIS CAIN /
PPN 137500812548
BOOK 376, PAGE 469
0810211996
PROPERTY LINE (TYP)
WILLIAM R. WATTS 111
JILL WATTS HAWKINS
ELIZABETH WATTS MYERS
PPN 137500627818 t
BOOK 297, PAGE 505 1 '
0510511989
JURISDICTIONAL
�� , �� :'•'.'':. WETLAND
(TYP) �\ l
PROPOSED EQUIPMENT \\� lllhl ARRAY RACKING MODULE
PAD LOCATION (TYP) \\ (TYP) (SEE ELECTRICAL PLAN)
SLEEPY CREEK FARMS
PPN 136400895131 \ �\\\\ I111119
BOOK 714, PAGE 617
\ 0111612014
ARRAY AREA
\ ` / DOTTIE L. LONG \� _
` PPN 13740073270 t\\
BOOK DEATH, PAGE CERT15 JURISDIC ZONAL
DITCH
\\ \ l I
JURISDICTIONAL
DITCH 3 \\
1 \\
t i JURISDICTIONAL \
DITCH 2B
JURISDICTIONAL
I PARCEL (A) DITCH 2C
t i BLUEBERRYBAY, LLC
t TRACT 2
/ PPN 137400557229 BLUEBERRYBAY, LLC
tt BOOK 745, PAGE 643 PPN 137400557229
BOOK 723, PAGE 394 BOOK 675, PAGE 593 \\
I
0412012016 BOOK 6, PAGE 122
0511212011
t
t
MARKS. LONG \ PROPOSED DEAD-END FIRE
PPN 137400145796 I ACCESS ROAD TURNAROUND (TYP)
BOOK646, PAGE234 t �l (ACCEPTABLE ALTERNATIVE
0410312009 TO 120-FOOT HAMMERHEAD
BARBARA METVIREJOHNSON -' 71\7'HIGH (TOTAL HEIGHT) PERIMETER
�fFENCE - FU CHAIN LINK FENCE WITH
PPN 137400144312 �� / 3 STRANDS CF BARBED WIRE (12") (TYP)
WILL BOOK 15, PAGEE0077 (MAXIMUM AREA SHOWN)
1011112012 i
MAXWELL FOODS INC. / \
PPN 13740029932
BOOK 460, PAGE 177 i PARCEL (B)
1212812000 i /� BLUEBERRYBAY, LLC \
/ PPN 137400557229
BOOK 695, PAGE 630
1011112012
it REDBIRD LAND COMPANYLLC
' PPN 137400224658
/ BOOK 729, PAGE 942
i 0211212015
/ I
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JURISDICTIONAL
DITCH 4
JURISDICTIONAL : L
DITCH 5
2
II
II
II
\ II
BURNIE RAY CAIN t
\� ARYLOIS CAIN
P 13750090163, \\
BOO 3, PAGE 165
\ 09123119
/
JUR/SDICTIO AL
WETLAND /
(TYP)
i
JURISDICTI NAL
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DITCH 6 /
J,URISDICTIONALI
ITCH 7
ARRAY AREA
JURISDICTIONAL
DITCH 9
IRISDIC,TIONAL
,DITCH 8
2
i
DITCH 10
0 \- PROPOSED
EQUIPMENT PAD
u �
FA
1 GEORGE THOMAS
t PPN 138500225270
�t BOOK 133, PAGE 021
KEVIN R. CAIN 1112111955
SITE DATA
PIN#
DB/PG
PARCEL AREA
OWNER
OWNER ADDRESS
137400557229
675/592
2103.43 AC
BLUEBERRY BAY, LLC
18221 NC 210 HWY EAST
IVANHOE, NC 28447
138400216894
660/333
123.22 AC
GEORGE DEAN THOMAS AND
3344 NC 210 HWY EAST
VIVIAN JEANETTE THOMAS
HARRELLS, NC 28444
138500225270
N/A
59.37 AC
GEORGE THOMAS ESTATE
3225 NC 210 HWY EAST
HARRELLS, NC 28444
SITE ADDRESS LAT/LONG JURISDICTION WATERSHED RIVER BASII
1728 GEORGE LONG ROAD 34.70369/-78.41116 BLADEN COUNTY LAKE CREEK CAPE FEAR
HARRELLS, NC 28444
CURRENT LAND USE
RBED AREA,1 ZONING
PROPOSED USE C56:AC
AGRICULTURAL
SOLAR ENERGY R/RA
PER ZONING SITE PLAN APPROVED
03-27-17: Q2
PARCEL LINE SETBACKS
REQUIRED
MIN. FRONT YARD
50 FT (FROM R/W)
MIN. SIDE YARD
30 FT
MIN. REAR YARD
30 FT
TRACYCAIN DOUBLE ROW VEGETATIVE BUFFER
PPN 137500906324 (AMEND EXISTING VEGETATION AS
BOOK435, PAGE365 DEEMED NECESSARY) (TYP)
0812011999 TRACT 5 GEORGE DEAN THOMAS
/ PPN 138500401432
BLUEBERRYBAY, LLC
PPN 137400557229 BOOK 546, PAGE 329
BOOK 711, PAGE 1040 0512512004
1110712013
NON JURISDICTIONAL Z�LZn
DITCH (TYP) 'L ",,3�
G�
GE94GE TH MAS
P,PN 13850022527
•OOK 133, PAGE 021
-.� 1112111955 j
0
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ARRAY AREA
PROPOSED SITE ENTRANCE
1 J
SHEILA LONG &
✓11LDRED BRADSHAW
\�\ Ile- PPN 138400389075
BOOK 328, PAGE 851
e
i o\ 10/\01/99CDOUBLE ROW VEGETATIVE BUFFER
PROPOSED (AMEND EXISTING VEGETATION AS
\ SUBSTATION DEEMED NECESSARY) (TYP)
-- J QICTIONAL
DI a� / INC CHEEK \
� ry
PPN 138400684255
i
BOOK 213, PAGE 167
'( 2 ./
JURISDICTIOA
2 i
ITCH 14
a i
- LOCATION TYP
_,-` ( ) JU lSDICTIONAL
PROPOSED \\�
ji JURISDICTIONAL DITCH 15
50 ACCESS DITCH 17 JURISDICTIONAL
AND OHE UTILITY DITCH 1
�\ EASEMENT %� �� T C 3
\\ BLUEBERRYBAY, LLC N L & BETTY S. SMITi
PP 38400341213
\\ "
\\ PPN 137400557229 "
\\ i BOOK 677, PAGE 755 BOOK 0, PAGE 027
\\ JURI D / NAL \
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DITCH 18 \�
JURISDICTIONAL
DITCH 19
PARCEL (C) TRACT 4
TRACT4 BLUEBERRYBAY, LLC •
BLUEBERRYBAY, LLC 2 PPN 137400557229
�� / PPN 137400557229 BOOK 709, PAGE 953
C , , , _ - - -7 BOOK 709, PAGE 953 (TRACT 1) / A p0
(TRACT 2) / 091171201 SR �A(POBI,IG)
0911712013
_--_�
DITCH
-- EXISTING UTILITY
TRANSMISSION LINE
SHEILA LONG & MILDRED
BRADSHA IN
PPN 138400389075
BOOK 328, PAGE 856
a n7n 1 /1.A.A9
JURISDICTIONAL STREAM
(TYP) (30' OFFSET BUFFER)
JURISDICTIONAL
D/ TCH 21
\ i2�
JURISDICTIONAL
D/ TCH 22 2
STATE STORM WATER
��— - - ERMITTING AUTHORITY
- - REGION
Cl)
00
0
Q
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SCALE 1 "=800'
0 800' 1600'
EXISTING LEGEND
LEASE AREA
745 AC
UNPAVED ROAD
�\ ASPHAL T ROAD
WETLANDS
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 YEAR FEMA FLOODPLAIN
PROPERTY LINE
Rµ EXISTING ROAD RIGHT OF WAY
- - - - - - — ADJACENT PROPERTY LINE
------------ EASEMENT
EDGE OF WATER
t NATURAL GAS PIPELINE
. — ... — CREEK CENTERL/NE
RIPARIAN BUFFER
40 — — MAJOR CONTOUR
------- 39- - - - - -- MINOR CONTOUR
TREELINE
x x FENCE
OHP OVERHEAD ELECTRIC LINE
-- DITCH CENTERLINE
-------------- STORM CULVERT
UTILITY POLE
BENCHMARK
xx I CULVERT CALL OUT
TREE
PROPOSED LEGEND
SETBACK
PERMANENTFENCE
UGP UNDERGROUND POWER LINE
INVERTER
STORM CULVERT
TRACKER
GRAVEL ROAD
25' VEGETATIVE BUFFER
IMPERVIOUS AREA WITHIN
STATE PERMITTING AREA
PROPOSED CONTOUR
GENERAL SITE REFERENCES
1. ALL EXISTING SITE ENVIRONMENTAL FEATURES, WERE PROVIDED AS GEOREFERENCED
SHAPE FILES BY LAND MANAGEMENT GROUP, INC., WILMINGTON, NC, DATED 11/30/16.
2. ALL TOPOGRAPHY, PARCEL BOUNDARIES, AND ROADAWY CENTERLINES SHOWN HEREIN WA
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DATE
8/10/2020
PROJECT NUMBER
45488.006
PROJECT NAME
BAY TREE SOLAR
DESIGNED BY / DRAWN BY
D. JOHNSON / N. MARTIN
OBTAINED FROM BAY TREE SOLAR, LLC,ALTA/NSPS LAND TITLE SURVEY OF 2296.0522 ACRES O
LAND PREPARED BY INNOVATIVE GEOMATICS, PLLC, DATED MAY 2018, REVISED MARCH 6, 2019.11 These plans and associated documents are the
THE TOPOGRAPHIC SURVEY SHOWN HEREON IS ACCURATE TO 0.5 FEET.
exclusive property of TIMMONS GROUP and
P P v
may not be reproduced in whole or in part and
3. ALL TOPOG RAPHY SHOWN HEREIN OUTSIDE THE SURVEYED LIMITS, WAS OBTAINED FROM
shall not be used for any purpose whatsoever,
GIS DATA DOWNLOADED FROM THE NC GEOSPATIAL PORTAL (WWW.DATA. NCONEMAP.GOV).
inclusive, but not limited to construction,
LIDAR CONTOUR INFORMATION PROVIDED WAS BASED ON A VERTICAL DATUM OF NAVD88, AND
bidding, and/or construction staking without the
GENERATED FROM THE 20-FOOT LIDAR DEM. CONTOURS SHOWN ARE AT AN INTERVAL OF
express written consent of TIMMONS GROUP.
2-FOOT.
4. THE ELECTRICAL LAYOUT SHOWN HEREIN WAS OBTAINED FROM THE ELECTRICAL IFP SET,
PREPARED BY CYPRESS CREEK EPC, LLC, DATED 06/17/19.
5.THE LIMITS OF DISTURBANCE (LOD) OF THE PROPERTY SHOWN HEREON FALLS WITH IN THE
FLOOD HAZARD AREA ZONE X (MINIMAL FLOOD RISK) PER FEMA FIRM MAP(S) NO. 3720138400J,
PANEL 1384, PANEL EFFECTIVE DATE 01/05/07.
6. ZONING INFORMATION OBTAINED FROM BAY TREE SOLAR, LLC - SITE PLAN, PREPARED BY
CYPRESS CREEK RENEWABLES DATED 03/07/17.
REVISIONS
#
MM/DD/Y
DESCRIPTION
1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISIONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
5
5/28/21
OWNER REVISIONS
6
6/29/21
OWNER REVISIONS
7
11/23/21
NCDEQ REVISIONS
7. NOTIFICATION OF JURISDICTIONAL DETERMINATION PROVIDED BY U.S. ARMY CORPS OF
DRAWING DESCRIPTION
ENGINEERS (USACE), WILMINGTON DISTRICT, DATED 04/03/17.
OVERALL SITE
8. PHASE 1 ENVIRONME NTAL SITE ASSESSMENT, PREPARED BY LAND MANAGEMENT GROUP,
INC., WILMINGTON, NC, DATED 11/30/16
PLAN
9. WETLAND DELINEATION. PREPARED BY LAND MANAGEMENT GROUP, INC., WILMINGTON, NC.
DATED 11/30/16. JURISDICTIONAL WETLANDS, DITCHES, AND JURISDICTIONAL TRIBUTARIES
WERE DELIREATEQ ON SITE (SEE JUURISQ)�C//TIONAL GALLOUTS THIS SHEET). _-
10. APPROVAL OF 401 WATER QUALITY CEKTIFICATION AND STATE GENERAL PERMIT FOR
IMPACTS TO ISOLATED AND OTHER NON-404 JURISDICTIONAL WETLANDS AND SURFACE
WATERS HAVE BEEN OBTAINED FOR THIS DEVELOPMENT. SEE PERMITS USACE NWP
SAW-2016-02344 AND DWR 19-0651.
r_viauia.rr_vi.»e:�:�l►[el►[•�1x.Y[•lx•]:i•]��•]►[•l:Z•ld.
1. EXISTING PAVEMENT ALONG GEORGE LONG ROAD TO BE REMEDIATED TO EXISTING
CONTIONS POST -CONSTRUCTION. BLADEN COUNTY AND NCDOT SHALL BE CONSULTED FOR
ANY PAVING REQUIREMENTS.
2. NO CONSTRUCTION VEHICLES ARE PERMITTED TO PARK ALONG GEORGE LONG ROAD. PLANS PRINTED AS 11x17 ARE HALE SCALE
SCALE SHEET NUMBER
1 r, = s00' 1 C3.00

i
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1
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2 j \ \ ARRAY AREA
A \ NN �\
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,11
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2 JURISDICTIONAL
DITCH 12
- II III --III --
ARRAY AREA
ARRAY AREA
JURISDICTIONAL�'
WETLAND (TYP)
25' DOUBLE ROW VEGETATIVE BUFFER
(TYP) SEE DETAIL THIS SHEET
2 7' HIGH (TOTAL HEIGHT) PERIMETER
FENCE - U CHAIN LINK FENCE WITH
3 STRANDS CIF BARBED WIRE (12") (TYP)
(MAXIMUM AREA SHOWN)
NON -JURISDICTIONAL
DITCH (TYP)
EXISTING LEGEND
SETBACK
MAJOR CONTOURS - 40 — — —
MINOR CONTOURS - - - 39 - - - - -
PROPERTY BOUNDARY - - - - - -
PROPERTY BOUNDARY(ADJOINER) - - - - - -
TREELINE
RIGHT-OF-WAY
STREET CENTERLINE
JURISDICTIONAL STREAM — — — — — —
JURISDICTIONAL WETLANDS v *
PROPOSED LANDSCAPING LEGEND
LANDSCAPED AREA BASIN REMOVAL —
LANDSCAPE VEGETATIVE BUFFER
GRAVEL ROAD
PROPOSED CONTOUR 152
SECURITY FENCE
EASEMENT BUFFER/ OFFSET - -
OVERHEAD ELECTRICAL ^HP
r iwr �w �i i ENTRANCE
PROPOSED VEHICULAR GATE
00
� 2
- -
EXISTING WETLAND PROPERTY LINE (TYP)
r
/
PROPOSED SUBSTATION
2
I BASIN REMOVAL/RESTORATION \ \
AREA (TYP) (SEE TEMPORARY \ \ \ \
MEASURE REMOVAL/PERMANENT \ \
RESTORATION AND PERMANENT \
SEEDING NOTES SHEET C2.03)
J
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\
A \ \
A \ \
\ \ooyq \
JURISDICTIONAL
STREAM (TYP)
(30' OFFSET BUFFER)
?5' DOUBLE ROW VEGETATIVE BUFFER '
TYP) SEE DETAIL THIS SHEET
. 2
T HIGH (TOTAL HEIGHT) PERIMETER
FENCE - U CHAIN LINK FENCE WITH
3 STRANDS CIF BARBED WIRE (12") (TYP)
(MAXIMUM AREA SHOWN)
1
SCALE 1 "=250'
250'
MAP IMAGERY REFERENCE
1. AERIAL IMAGERY SHOWN IS PROVIDED BY BING MAPPING @2019 MICROSOFT
CORPORATION @2019 DIGITALGLOBE @ CNES (2019) DISTRIBUTION AIRBUS DS.
2. AERIAL IMAGERY SHOWN IS FOR REFERENCE USE ONLY, AND IS NOT
REPRESENTATIVE OF CURRENT EXISTING CONDITIONS.
DO NOT REMOVE LEADER
THIN BRANCHES AND
FOLIAGE B" 113, RETAINING
NATURAL TREE SHAPE
Y4" NYLON STRAP (TYP.)
WITH 6" SLIP KNOT 6"
LARGER THAN TREE
��
DIAMETER
TREE WRAP
TREES SHALL BEAR SAME
1"x2"08" WOOD STAKE
RELATIONSHIP TO FINISHED
WITH CENTERED Yg"
GRADE AS THE PLANT WAS
HOLE DRIVEN IN LINE
ORIGINALLY GROWN
WITH STRAP
4" MULCH AS SPECIFIED
4" WATER DETENTION
SAUCER AROUND TREE
FINISHED GRADE
COMPACTED TOPSOIL
BACKFILL
— UNDISTURBED SOIL
STANDARD TREE PLANTING DETAIL (TYP )
NOT TO SCALE
NOTES:
1) ALL SHRUB BEDS SHALL BE RAISED 6" - 8" ABOVE ADJACENT GRADE, AND
TILLED WITH SOIL CONDITIONER
2) ALL SHRUB BEDS IN PARKING ISLANDS ONLY SHALL BE RAISED 12" ABOVE
ADJACENT GRADE AND TILLED WITH SOIL CONDITIONER
PRUNE PROPORTIONATELY TO
COMPENSATE FOR REDUCTION OF
ROOTS AND TO PROMOTE NATURAL
CHARACTER OF GROWTH
4" MULCH AS SPECIFIED
r 4" WATER DETENTION
SAUCER AROUND SHRUB
FINISHED GRADE
COMPACTED TOPSOIL
BACKFILL
UNDISTURBED SOIL
STANDARD SHRUB PLANTING DETAIL (TYP.)
NOT TO SCALE
25' DOUBLE ROW VEGETATIVE BUFFER DETAIL
NOT TO SCALE
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DATE
8/10/2020
PROJECT NUMBER
45488.006
PROJECT NAME
BAY TREE SOLAR
DESIGNED BY / DRAWN BY
D. JOHNSON / N. MARTIN
3
22' (MIN. SEPARATION BETWEEN
6' HIGH CHAIN LINK FENCE WITH ARRAYS AND FENCE
3 STRANDS OF BARBED WIRE (TYP) d
(MAXIMUM AREA SHOWN) MAGNOLIA GRANDIFLORA
LITTLE GEM (3)
12' OC 1} ! 1
1 ,
LiJ x�. 247W
U t,(l„s f fi s t
in
N N
JUNIPERUS f
JUNIPER VIRGINIANA(1) 1
VIRGINIANA (2)
MYRICA CERIFERA (5) MYRICA These plans and associated documents are the
exclusive property of TIMMONS GROUP and
CERIFERA (5) may not be reproduced in whole or in part and
1
TYPICAL 100'PLANTING SECTION shall not be used for any purpose whatsoever,
inclusive, but not limited to construction,
bidding, and/or construction staking without the
NOTES: express written consent of TIMMONS GROUP.
.ie
00
0
Q
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SOLAR ARRAY
RS
(1) LANDSCAPING PLANTS TO ADHERE TO BLADEN COUNTY ZONING ORDINANCE
- AMENDMENT 13.19 - DEVELOPMENT REQUIREMENTS: SECTION 6A.A. PAGE
46 CONDITIONAL USE RA, C, I: 4. SOLAR FARMS SHALL BE FULLY SCREENED
/ FROM ADJOINING PROPERTIES AND ADJACENT ROADS BY AN EVERGREEN
BUFFER CAPABLE OF REACHING A HEIGHT OF 10 FEET WITHIN 3 YEARS OF
PLANTING.
Know wharf below.
Call before you
REVISIONS
#
MM/DD/YY
DESCRIPTION
1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISIONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
5
5/28/21
OWNER REVISIONS
6
6/29/21
OWNER REVISIONS
7
11/23/21
NCDEQ REVISIONS
DRAWING DESCRIPTION
LANDSCAPE
PLAN AND
DETAILS
1 " = 2s0' 1 C3.01

I
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GENERAL DRIVEWAY ACCESS NOTES
SITE DATA
I
1 1 1 I i
II
1.
ALL EXISTING SITE FEATURES, TOPOGRAPHY, PARCEL BOUNDARIES, AND ROADWAY CENTERLINES SHOWN HEREIN WAS OBTAINED
\ 11 1 1
PIN# DB/PG
PARCEL AREA
OWNER
OWNER ADDRESS
FROM BAY TREE SOLAR, LLC, ALTA/NSPS LAND TITLE SURVEY OF 2292.0522 ACRES OF LAND. PREPARED BY INNOVATIVE
H
137400557229 675/592
2103.43 AC
BLUEBERRY BAY, LLC
18221 NC 210 HWY EAST
GEOMATICS, PLLC, DATED MAY 2018, REVISED FEBRUARY 27, 2019. THE TOPOGRAPHIC SURVEY SHOWN HEREON IS ACCURATE TO
�
1 I 1 1
\
138400216894 660/333
123.22 AC
GEORGE DEAN THOMAS AND
IVANHOE, NC 28447
3344 NC 210 HWY EAST
0.5 FEET.
1 I I \ 1
2.
NOTIFY THE DISTRICT ENGINEERS OFFICE PRIOR TO BEGINNING AND AFTER THE COMPLETION OF WORK.
1
VIVIAN JEANETTE THOMAS
HARRELLS, NC 28444
3
ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS AND SPECIFICATIONS, INCLUDING BUT
138500225270 N/A
59.37 AC
GEORGE THOMAS ESTATE
3225 NC 210 HWY EAST
NOT LIMITED TO, THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES 2012. THE NCDOT ROADWAY STANDARDS
\ \ \
HARRELLS, NC 28444
DRAWINGS, AND NCDOT POLICIES AND PROCEDURES FOR ACCOMMODATING UTILITIES ON HIGHWAY RIGHTS OF WAY.
/00't'
4.
THE ENCROACHER SHALL PROVIDE TRAFFIC CONTROL DEVICES, LANE CLOSURES, ROAD CLOSURES, POSITIVE PROTECTION
SITE ADDRESS
LAT/LONG
JURISDICTION
WATERSHED RIVER BASIN
AND/OR ANY OTHER WARNING OR POSITIVE PROTECTION DEVICES NECESSARY FOR THE SAFETY OF ROAD USERS DURING
�\ C
1728 GEORGE LONG ROAD
34.70369/-78.41116
BLADEN COUNTY
LAKE CREEK CAPE FEAR
CONSTRUCTION AND ANY SUBSEQUENT MAINTENANCE IN CONFORMANCE WITH THE LATEST NCDOT ROADWAY STANDARD
E 1"=30'
HARRELLS, NC 28444
DRAWINGS AND STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES AND AMENDMENTS OR SUPPLEMENTS THERETO,
I NOR
vWHEN
'
THERE IS NO GUIDANCE PROVIDED IN THE ROADWAY STANDARD DRAWINGS OR SPECIFICATIONS. COMPLY WITH THE
\ \
0 30' 60'
CURRENT LAND USE
AGRICULTURAL
PROPOSED USE
DISTURBED AREA 1
566 AC J
ZONING LEASE AREA
R/RA 745 AC
5.
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS AND AMENDMENTS OR SUPPLEMENTS THERETO.
IT SHALL BE THE RESPONSIBILITY OF THE ENCROACHER TO DETERMINE THE LOCATION OF OTHER UTILITIES WITHIN THE
SOLAR ENERGY
RIP RAP CHECK DAM \ �� ENCROACHMENT AREA. THE ENCROACHER SHALL BE RESPONSIBLE FOR NOTIFYING OTHER UTILITY OWNERS AND PROVIDING
\ PER ZONING SITE PLAN APPROVED 03-27-17: PROTECTION AND SAFEGUARDS TO PREVENT DAMAGE OR INTERRUPTION TO EXISTING FACILITIES AND TO MAINTAIN
\ \ PARCEL LINE SETBACKS REQUIRED ACCESSIBILITY TO EXISTING UTILITIES.
\ H _ _ - _ _ _ _ MIN. FRONT YARD 50 FT (FROM R/W) 6. ALL EROSION CONTROL DEVICES AND MEASURES SHALL BE CONSTRUCTED, INSTALLED, MAINTAINED, AND REMOVED BY THE
15" CLASS IV RCP DRIVEWAY PIPE - - - - ' - MIN. SIDE YARD 30 FT ENCROACHER IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, ORDINANCES, AND
(SEE DESIGN CALCS THIS SHEET) -' \ \ MIN. REAR YARD 30 FT
O C CCO C O S C
Al
430' TO NEAREST GATE
20' WIDE ACCESS ROAD-i
. -
�\
�- R50' RIP RAP CHECK DAM ,
- ....... GEORGE LONG ROAD SR 1529 (60 R/W)
o .........
o ................ - - - - - - - - (PUBLIC
- -- ........... .. ................ SI
G DIST
o-- - -- _
- -----
--
I I
PROPOSED SITE ENTRANCE
(SEE TYPICAL PERMANENT
DRIVE DETAIL THIS SHEET)
RIP RAP OUTLET TO WELL DEFINED CHANNEL
(SEE DETAIL/DESIGN CALCS THIS SHEET)
10' x 70' SIGHT TRIANGLE EASEMENT (TYP)
P LI IES.
Storm Drain Design Table DESCRIPTION HATCH PATTERN PAVEMENT SECTION
Drainage Area Runoff Pipe Length Time of Concentration. Rainfall Intensity Peak Flow, Inlet Outlet Slope Pipe Dia, Pipe Area, Hydraulic Pipe Flow Full Flow Headwater
Pipe Location Ac Coefficient ft Tc min in hr Qn ft^3 s Elev. Elev. ft ft D i e in A i eft^2 Radius R (ft) Pipe Material n Value of C1 Capacity (ft^3/s) Velocity, (ft/s) Depth Ratio ASPHALT
( ) ( ) (min) C / ) ( /) ( /) p p C) p p ( ) (HW/D) PAVEMENT
NCDOT Drive 2.00 0.50 120.00 10.00 7.50 7.50 79.60 79.00 0.005 15.00 3.14 0.50 RCP, Class IV 0.012 245.1 19.4 6.2 2.4
/ Outlet Protection Design Table
1/ GRAVEL
Full Flow
Apron Length, Apron Width, W (ft) dmax (in) Apron
Outlet Protection Dia, Do (ft) Slope (ft/ft) n Velocity, Zone RipRap Class d50(in)
La (ft) Thickness (in) SAFETY NOTE:
\ VRULL (ft/s)
Do + La Do + 0.4La 1.5 x d50
2" NCDOT S9.513 SURFACE COURSE
8" B25.00 BASE COURSE STONE
COMPACTED SUBGRADE
8" B25.00 BASE COURSE STONE
COMPACTED S U BG RAD E
\ CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY
NCDOT Drive 2.00 0.0063 0.012 6.2 1 B 8 10 12 1 6 1 12 12
\l\ \ OIL \
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PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. CONTRACTOR SHALL COMPLY WITH ALL
APPLICABLE LAWS AND REGULATIONS RELATING TO THE SAFETY OF PERSONS OR PROPERTY, OR TO THE
PROTECTION OF PERSONS OR PROPERTY FROM DAMAGE, INJURY, OR LOSS; AND SHALL ERECT AND MAINTAIN
ALL NECESSARY SAFEGUARDS FOR SUCH SAFETY AND PROTECTION.
5
\ �/ / ESTIMATED EXISTING EDGE OF PAVEMENT
\sf
Li Ik,
2
7 HIGH (TOTAL HEIGHT) PERIMETER
FENCE - U CHAIN LINK FENCE WITH
3 STRANDS CF BARBED WIRE (12) (TYP)
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DRIVE DETAIL THIS SHEET)
PIPE OUTLET TO WELL DEFINED CHANNEL
(SEE DETAIL/DESIGN CALCS THIS SHEET)
15" CLASS IV RCP DRIVEWAY PIPE
(SEE DESIGN CALCS THIS SHEET)
I� \
/ 20' WIDE ACCESS ROAD
I EXISTING LEGEND
SETBACK
MAJOR CONTOURS
- - - - 40 - - - -
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SIGHT DIST
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RIP RAP INLET PROTECTION
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DATE
8/10/2020
PROJECT NUMBER
45488.006
PROJECT NAME
BAY TREE SOLAR
DESIGNED BY / DRAWN BY
D. JOHNSON / N. MARTIN
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction,
bidding, and/or construction staking without the
express written consent of TIMMONS GROUP.
REVI IOS
#
MM/DD
DESCRIPTION
1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISIONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
5
5/28/21
OWNER REVISIONS
6
6/29/21
OWNER REVISIONS
711
11/23/21
NCDEQ REVISIONS

/- - - - - - - -
I \ /
I
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I, CHARLES AMOS & \
ALICE C. SMITH
/ PPN 136500952374
/ BOOK 422, PAGE 549 BAXTER SMITH
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PPN 138500401432
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05/25/2004
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1112111955
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2
EXISTING LEGEND
UNPAVED ROAD
ASPHALT ROAD
.* WETLANDS
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 YEAR FEMA FL OODPL A I N
PROPERTY L INE
Rµ EXISTING ROAD RIGHT OF WAY
- - - - - - ADJACENT PROPERTY LINE
------------ EASEMENT
EDGE OF WATER
NATURAL GAS PIPELINE
CREEK CENTERLINE
RIPARIAN BUFFER
40 - - - MAJOR CONTOUR
-- - - - -- 39-- - - - - -- MINOR CONTOUR
TREELINE
x x FENCE
OHP OVERHEAD ELECTRIC LINE
- - - DITCH CENTERLINE
STORMCULVERT
UTILITY POLE
BENCHMARK
XX CULVERT CALL OUT
0 TREE
PROPOSED LEGEND
SETBACK
PERMANENTFENCE
UGP UNDERGROUND POWER LINE
INVERTER
STORM CULVERT
TRACKER
C GRAVEL ROAD
25' VEGETATIVE BUFFER
IMPERVIOUS AREA WITHIN
STATE PERMITTING AREA
152 PROPOSED CONTOUR
SAFETY NOTE:
CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR INITIATING,
MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND
PROGRAMS IN CONNECTION WITH THE WORK. CONTRACTOR SHALL
COMPLY WITH ALL APPLICABLE LAWS AND REGULATIONS RELATING TO
THE SAFETY OF PERSONS OR PROPERTY, OR TO THE PROTECTION OF
PERSONS OR PROPERTY FROM DAMAGE, INJURY, OR LOSS AND SHALL
ERECT AND MAINTAIN ALL NECESSARY SAFEGUARDS FOR SUCH SAFETY
AND PROTECTION.
OVERALL LIMITS OF DISTURBANCE = 566 ACRES
FOR DESIGN NOTES - SEE SHEET C2.03
• GENERAL NOTES
• CONSTRUCTION SEQUENCE NOTES
• NOTIFICATION OF COMBINED SELF MONITORING AND SELF
INSPECTION FORM
• TREE PROTECTION NOTES
• GROUND COVER REQUIREMENTS FOR SLOPE CONDITIONS
• FINE GRADING AND SEEDING NOTES
• TEMPORARY SEEDING NOTES
• PERMANENT SEEDING NOTES
GENERAL NOTE:
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PROJECT NUMBER
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PROJECT NAME
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DESIGNED BY / DRAWN BY
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I ALL JURISDICTIONAL WETLANDS OR DITCHES LOCATED ON SITE ARE NOT
TO BE IMPACTED DURING CONSTRUCTION UNLESS OTHERWISE Thesevepro plans propernd ty
associateddocumentsUPan he
exclusive property of TIMMONS GROUP and
PERMITTED BY USACE. DETAILS FOR PERMITTED DITCH IMPACTS LOCATED may not be reproduced in whole or in part and
ON SHEET C4.14. shall not be used for any purpose whatsoever,
inclusive, but not limited to construction,
bidding, and/or construction staking without the
express written consent of TIMMONS GROUP.
3
co
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Q
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SCALE 1 "=800'
0 800' 1600'
REVISIONS
MM/DD
DESCRIPTION
.1
1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISIONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
5
5/28/21
OWNER REVISIONS
6
6/29/21
OWNER REVISIONS
171
11/23/21
NCDEQ REVISIONS
)RAWING DESCRIPTION
OVERALL
EROSION AND
SEDIMENT
CONTROL PLAN
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MATCHLINE: SHEET
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0211412001 FLOW ARROWS ADDED TO ALL SHEETS AS A
PART OF REVISION #2
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\ \ , LANDIS LEE \
PPN 137500226772
BOOK 524, PAGE 017 \ \
0712312003 \
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COS LOD
SIDE AND REAR SETBACK (TYP)
11
1'
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EROSION CONTROL MEASURE SK-67:
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x x
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----------------
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PROPOSED
UG
MENOMONEE
152
UNPAVED ROAD
ASPHAL T ROAD
WETLANDS
100 YEAR FEMA FLOODPLA/N
PROPERTY LINE
EXISTING ROAD RIGHT OF WAY
ADJACENT PROPERTY LINE
EASEMENT
EDGE OF WATER
NATURAL GAS PIPELINE
CREEK CENTERLINE
RIPARIAN BUFFER
MAJOR CONTOUR
MINOR CONTOUR
TREELINE
FENCE
OVERHEAD ELECTRIC LINE
DITCH CENTERLINE
STORM CULVERT
UTILITY POLE
BENCHMARK
CULVERT CALL OUT
TREE
LEGEND
SETBACK
PERMANENTFENCE
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INVERTER
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GRAVEL ROAD
25 VEGETATIVE BUFFER zL
IMPERVIOUS AREA WITHIN
STATE PERMITTING AREA
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LABEL
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LIMITS OF DISTURBANCE
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—
POROUS BAFFLES AND SKIMMER
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` I
DRAINAGE AREA DIVIDE
POROUS
BAFFLE
SKIMMER BASIN
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PROJECT NAME
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DESIGNED BY / DRAWN BY
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ft
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These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction,
bidding, and/or construction staking without the
express written consent of TIMMONS GROUP.
REVISION
#
MM/DD
DESCRIPTION
1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISIONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
5
5/28/21
OWNER REVISIONS
6
6/29/21
OWNER REVISIONS
71
11/23/21
NCDEQ REVISIONS
(EROSION AND
SEDIMENT
CONTROL PLAN
1,, = 100' I C4.01

MATCHLINE: SHEET C4.01
SLEEPY CREEK FARMS
PPN 136400895131
BOOK 714, PAGE 617
0111612014
COMPOST SOCK DA-KK
(SEE DETAIL SHEET C2.00)
(SEE CALCULATIONS SHEET C5.00)
fill
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l 0 ----------- ---------------
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EROSION CONTROL MEASURE SK-64:
y ; 250 LF SOIL BERM WITH POROUS BAFFLES
AND SKIMMER (SEE DETAIL SHEET C2.01
/ 9 / I,i AND DESIGN CALCS SHEET C5.00)
Ily
D.A. = 7.0 At �' I
A';�/
/ EROSION CONTROL MEASURE SK-63:
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/ AND SKIMMER (SEE DETAIL SHEET C2.01
AND DESIGN CALCS SHEET C5.00)
go
i
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- 1 EROSION CONTROL MEASURE SK-62:
1 125 LF SOIL BERM WITH POROUS BAFFLES
), AND SKIMMER (SEE DETAIL SHEET C2.01
o, AND DESIGN CALCS SHEET C5.00)
D.A. = 2.1 AC
L �
r EROSION CONTROL MEASURE SK-61:
° 150 LF SOIL BERM WITH POROUS BAFFLES
AND SKIMMER (SEE DETAIL SHEET C2.01
1\ AND DESIGN CALCS SHEET C5.00)
D.A. = 4.0 AC
r `
O
FLOW ARROWS ADDED TO ALL SHEETS AS A
PART OF REVISION #2
SCALE 1 "=100'
0 160, 260'
EXISTING LEGEND
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
40 — — —
-- - - - -- 39-- - - - - --
x x
OHP
----------------
---------------
XX
�Ing 0
PROPOSED
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152
UNPAVED ROAD
ASPHAL T ROAD
WETLANDS
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EXISTING ROAD RIGHT OF WAY
ADJACENT PROPERTY LINE
EASEMENT
EDGE OF WATER
NATURAL GAS PIPELINE
CREEK CENTERLINE
RIPARIAN BUFFER
MAJOR CONTOUR
MINOR CONTOUR
TREELINE
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DITCH CENTERLINE
STORM CULVERT
UTILITY POLE
BENCHMARK
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These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction,
bidding, and/or construction staking without the
express written consent of TIMMONS GROUP.
REVISIONS
#
\AM/DDIYY
DESCRIPTION
1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISIONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
5
5/28/21
OWNER REVISIONS
6
6/29/21
OWNER REVISIONS
7
11/23/21
NCDEQ REVISIONS
(EROSION AND
SEDIMENT
CONTROL PLAN
MATCHLINE: SHEET C4.03
11MIX44,
KEY MAP - EROSION CONTROL PLAN
SCALE: 1" = 5)000'
1'r = 100' I C4.02

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These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction,
bidding, and/or construction staking without the
express written consent of TIMMONS GROUP.
REVISION
#
MM/DD
DESCRIPTION
1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISIONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
51
5/28/21
OWNER REVISIONS
6
6/29/21
OWNER REVISIONS
171
11/23/21
1 NCDEQ REVISIONS
DRAWING DESCRIPTION
EROSION AND
SEDIMENT
CONTROL PLAN
R. 11■II 1 1 �/ // // /'/
MATCHLINE: SHEET C4.04
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TRACT 2
BL UEBERR Y BA Y, L L C
PPN 137400557229
BOOK 675, PAGE 593
BOOK 6, PAGE 122
0511212011
SCALE 1 "=100' �
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0 100, 200' �P
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ft
tt17-3
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction,
bidding, and/or construction staking without the
express written consent of TIMMONS GROUP.
REVISION
#
MM/DD
DESCRIPTION
1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISIONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
5
5/28/21
OWNER REVISIONS
6
6/29/21
OWNER REVISIONS
7
11/23/21
NCDEQ REVISIONS
DRAWING DESCRIPTION
EROSION AND
SEDIMENT
CONTROL PLAN
1'r = 100' I C4.04

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RACT 2
BLUEBERRYBAY, LLC
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BOOK 6, PAGE 122
0511212011
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DATE
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PROJECT NUMBER
45488.006
PROJECT NAME
BAY TREE SOLAR
DESIGNED BY / DRAWN BY
D. JOHNSON / N. MARTIN
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction,
bidding, and/or construction staking without the
express written consent of TIMMONS GROUP.
REVISIONS
#
MM/DD
DESCRIPTION
1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISIONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
5
5/28/21
OWNER REVISIONS
6
6 /29/21
OWNER REVISIONS
7
11/23/211
NCDEQ REVISIONS
DRAWING DESCRIPTION
EROSION AND
SEDIMENT
CONTROL PLAN
1 1 rr = too' I C4.05

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30' SIDE AND REAR ° / KEVIN RAYCAIN
SETBACK (TYP) BURNIE RAY CAIN
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WILLIAM R. WATTS 111 _ / ' ,-' j �• I I I BOOK 376, PAGE 469
DILL WATTS HAWKINS '/ - o I I 0810211996
ELIZABETH WATTS MYERS I o I
PPN 137500627818
BOOK297 PAGE 505
0510511989
18" COMPOST SOCK TO PROTECT
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I / I / / I I (SEE DESIGN CALCS SHEET C5.00) /
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7 CONCRETE / DB \ t (SEE DETAIL SHEET C2.01)
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00i I 1 BOOK 0810711996
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8 9 I AND DESIGN CALCS SHEET C5.00) BOOK323, PAGE 165
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(SEE DETAIL SHEET C2.01)
EXISTING LEGEND
UNPAVED ROAD
ASPHALT ROAD
WETLANDS
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 YEAR FEMA FL OODPL A I N
- - - - - -
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EXISTING ROAD RIGHT OF WAY
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DATE
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PROJECT NUMBER
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PROJECT NAME
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DESIGNED BY /DRAWN BY
D. JOHNSON / N. MARTIN
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction,
bidding, and/or construction staking without the
express written consent of TIMMONS GROUP.
REVISIONS
#
MM/DD
DESCRIPTION
1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISIONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
5
5/28/21
OWNER REVISIONS
6
6/29/21
OWNER REVISIONS
7
11/23/21
NCDEQ REVISIONS
(EROSION AND
SEDIMENT
CONTROL PLAN
1,, = 1 oo' I C4.06

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0812011999
00
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DATE
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PROJECT NUMBER
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PROJECT NAME
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DESIGNED BY / DRAWN BY
D. JOHNSON / N. MARTIN
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction,
bidding, and/or construction staking without the
express written consent of TIMMONS GROUP.
REVISIONS
#
\AM/DDIYY
DESCRIPTION
1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISIONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
5
5/28/21
OWNER REVISIONS
6
8/29/21
OWNER REVISIONS
171
11/23/21
1 NCDEQ REVISIONS
(EROSION AND
SEDIMENT
CONTROL PLAN
1'r = 100' I C4.07

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> �v vTO BE USED TO ACCOMPLISH RESTORATION OF THE ROAD.
° '
PROPOSED VEHICULAR GATE \ --'' INVERTER PA pB - /- - -
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I / I / I I I PROJECT NAME
- - - - CREEK CENTERLINE ' \ �° I /
I - - \ - - - - — _ BAY TREE SOLAR
DESIGNED BY / DRAWN BY
RIPARIAN BUFFER I / - 'It- , /
- - - - 40 — - - MAJOR CONTOUR - D. JOHNSON / N. MARTIN
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\ I
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0 0 0 0 0 0 0
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#
\AM/DDIYYREVISEOIV
ON
1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISIONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
5
5/28/21
OWNER REVISIONS
6
6/29/21
1 OWNER REVISIONS
71
11/23/21
1 NCDEQ REVISIONS
- \ - \ - - - - - - - - i I I < W DRAWING DESCRIPTION
I W EROSION AND
COMPOST.,S0CK:+D)Pc `; - ; I - r i - - - - , - ,' I i i Cn SEDIMENT
(SEE DETAIL SHEET C2:00)
° (SEE CALCULATION'S SHEET C5 00 \ , / , - I - \\- - - - - CONTROL PLAN
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2 C/
FLOW ARROWS ADDED TO ALL SHEETS A A
PART OF REVISION #2 �
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TRACT 3
BL UEBERR Y BA Y, L L C 1
PPN 137400557229
BOOK 677, PAGE 75F
0710812014 STANDARD TEMPORARY SILT
FENCE WITH OUTLET (TYP)
(SEE DETAIL SHEET C2.00)
KEY MAP - EROSION CONTROL PLAN
SCALE. 1 - 5,000
2
EXISTING LEGEND
UNPAVED ROAD
ASPHAL T ROAD
WETLANDS
100 YEAR FEMA FLOODPLA/N
PROPERTY LINE
EXISTING ROAD RIGHT OF WAY
ADJACENT PROPERTY LINE
EASEMENT
EDGE OF WATER
NATURAL GAS PIPELINE
CREEK CENTERL/NE
RIPARIAN BUFFER
MAJOR CONTOUR
MINOR CONTOUR
TREELINE
FENCE
OVERHEAD ELECTRIC LINE
DITCH CENTERLINE
STORM CULVERT
UTILITY POLE
BENCHMARK
CULVERT CALL OUT
TREE
LEGEND
SETBACK
PERMANENTFENCE
UNDERGROUND POWER LINE
INVERTER PAD #19 / \ - // / 1 1 / 1 - i - - - - / / f I -, Q�\ \ /V /✓
INVERTER
TEMPORARY SKIMMER BASIN SK-34 (4.0 AC) / / / / / // / - - - - I ! d '- I N VE RTE R
\ \
/ D.A. = 4.1 A (SEE DESIGN CALCS SHEET C5.00) / / / / \. _ _ I \ \ \ STORM CULVERT
/7 7777-_ / / I I \ / 1 \L
2.0" SKIMMER WITH 1.5" ORIFICE - / / 1 $ TRACKER
SEE DETAIL SHEET C2.01)/-
/ GRAVEL ROAD
/ / I II
I
7
Ilk�/ / / / ,, � / � i I I� !1� � - - ♦ - - \ _ � 25 VEGETATIVE BUFFER
(101
/ / , _ \\�r , / / - , r ❑1 I \ IMPERVIOUS AREA WITHIN
STATE PERMITTING AREA
_ _ \ T/ 0, 152 PROPOSED CONTOUR
/ \ EROSION CONTROL LEGEND
,/ / -\ \-- / y ' ' ��� $� �� li / - - / . . . . - / EROSION CONTROL MEASURE SK-6: / I o ' b LABEL SYMBOL STANDARD NAME
400 LF SOIL BE WITH POROUS BAFFLES / o
- I -� - // o - / - -/- - - - -/o < AND SKIMMER (SEE DETAIL SHEET C2.01 _ _ _ CE CONSTRUCTION ENTRANCE
1 •-1 -- - °o� ` I ♦ "/ - _ o AND DESIGN CALCS SHEET C5.00) -
I. .\ I I - t - - - - - - /- - - - J C SF \/ �/ SILT FENCE
/ i ❑
D.A. = 1.3 AC
/ / - I 1) - \ - ♦ - - - / - _ - - / / D.A. - 8.5 AC / i I�' L TEMPORARY DIVERSION BERM
LOD LIMITS OF DISTURBANCE
,1- STANDARD TEMPORARY SILT / I I� m - I ri r TDB TEMPORARY SOIL BERM WITH
;t
FENCE WITH OUTLET (TYP) 1 /
POROUS BAFFLES AND SKIMMER
(SEE DETAIL SHEET C2.00) o '6 I/ o
COMPOST SOCK
DRAINAGE AREA DIVIDE
- - - - - - - _ POROUS
I
I I . \ / I I / I \ \ _ _ ♦ _ _ _ _ _ _ / _ I I I D.A. = 3.A AC I BAFFLE � `� SKIMMER BASIN
\ SILT FENCE OUTLET
OEM OUTLET PROTECTION
1 \ \ I I I
EMERGENCY SPILLWAY LINER
CT. /- . -/
I - I JURISDICTIONAL DITCH 16
/ - - 0 . . - I I G� t \'� - - - -I -\ o \ /
If C
- - /- - - - ,- - - - - - - \ - - - - - _ / ")" : v:., ,`•.i "'ts'a•'•': : is
\ \ - D.A.-F I / / � / I / // I s' *:i.' 2.. •lnw •'k�..i,.,' ti `.�. A: �a`•y'i1,' {h9 `c,a.
PROPOSED V� .. ATE \_ I :. ..
\ I \ I \ 0 1 D.A. - 2.0 AC CONCRETE
(SEE DETAILS T C2 INVERTER PAD #18
\ ► \1 ti 1
2 I - ( - I \ `\ �, I j / / \ 1\�11 / TEMPORARY SKI MER BASIN SK-1
JURISDICTIONAL DITCH 15 \ r�' \ / 1 • ♦ 1 \I 1 1 \' /- 1 (6.0 SEE D TAIL SHEET C2.01
AN SIG ALCS SHEET C5.00
I JURISDICTIONAL DITCH 17 /
TIONAL DITCH 18 - - - . \ ` \ . - (.COMPOST SOCK DA-F 25'
\ 1 I \ I (SERE DETAIL SHEET C2.00) \ - o DITCH/STREAM IMPACT #2 / I \ \\ \�\ Ir
1 " -86- - \ , \ (SEL CALCUILATIONS SHEET C5.00) - - \\- - (SEE SHEET C4.14 FOR DETAILS) \\��-\ \
\ \\ - -I - - - �/ - - - - /I - \ � - -o
� - o� � 64 LF OF 4'x8' WIDE BOX CULVERT
/ 1 . 1 �
\ \ - I - - _ _ - - - - - \_ - II 1 (SEE SHEET C4.14 FOR DETAILS) 1
l II I
I � �
JURISDICTIONAL DITCH 19 Il I I \\ \\\�`, \ \ \ I I -\-I \ - o � \ \ 1) I 1 1 \ t-
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1 � I
2.0" SKIMMER WITH 1.9" ORIFICE r 2 \ o,
(SEE DETAIL SHEET C2.01)
TEMPORARY SKIMMER BASIN SK-9 (6.0 AC)
(SEE DESIGN CALCS SHEET C5.00) / 1 35' -
r I o°
4> _ COMPOST SOCK DA-J 1
(SEE DETAIL SHEET C2.00)
(SEE CALCULATIONS SHEET C5.00)
I
A - - JURISDICTIONAL DITCH 11 I
2.5" SKIMMER WITH 2.1" ORIFICE
(SEE DETAIL SHEET C2.01) / I \ -1- ' - ' "2
TEMPORARY SKIMMER BASIN SK-8 (8.0 AC)
SEE DESIGN CALCS SHEET C5.00
( )
(101
, � I
Qo
=�ao-1
DIRECTIONAL BORE
\ J \ I (SEE ELECTRICAL
PLANS FOR DETAILS)
**Aft mft7 1
'i 3
CONCRETE
/
U
COMPOST SOCK DA-I(SEE DETAIL SHEET C2.00)
/
2.0" SKIMMER WITH 1.7"ORIFICE I mj, (SEE CALCULATIONS SHEET C5.00)
(SEE DETAIL SHEET C2.01) . . �► k F C .C/
TEMPORARY SKIMMER BASIN SK-7 (5.0 AC) V
(SEE DESIGN CALCS SHEET C5.00)
Cj I I O
18
100
M
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
40
-- - - - -- 39-- - - - - --
x x
OHP
---------------
xx
�0
PROPOSED
UG
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JURISDICTIONAL DITCH 14 7 \
ERMITTING AUTHqRIT)Y
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i� / I -\f - - - - - / / \7g \ 40'
// II \ I i 'I A A 1 I 1 v I I/
$0- �
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(SEE DETAIL SHEET C2.01)
\\ 2.5" SKIMMER WITH 2.1" ORIFICE
�\ (SEE DETAIL SHEET C2.01)
\ POSED VEHICULAR GATE
D.A. = 16.9 AC
E DETAIL SHEET C2.03)
h <
\ TEMPORARY SKIMMER BASIN SK-2
(8.0 AC) (SEE DETAIL SHEET C2.01
AND DESIGN CALCS SHEET C5.00)
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DATE
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PROJECT NUMBER
45488.006
PROJECT NAME
BAY TREE SOLAR
DESIGNED BY / DRAWN BY
D. JOHNSON / N. MARTIN
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction,
bidding, and/or construction staking without the
express written consent of TIMMONS GROUP.
REVISIONS
#
\AM/DDIYY
DESCRIPTION
1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISIONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
5
5/28/21
OWNER REVISIONS
6
6/29/21
1 OWNER REVISIONS
171
11/23/21
1 NCDEQ REVISIONS
DRAWING DESCRIPTION
EROSION AND
SEDIMENT
CONTROL PLAN
1'r = 100' I C4.09

0
E
MATCHLINE: SHEET C4.09 A0
PARCEL (C)
TRACT 4
BL UEBERR Y BA Y, L L C
PPN 137400557229
BOOK 709, PAGE 953
(TRACT 2)
0911712013
v
\ EXISTING LEGEND
\\ l
89—
/
\ 1
\ \\ � � � � �///�— �� ` , 1 j% �/ \ \I I l -\ - � % = - - - -
O O O O O O O O O O O O O O O O O O
,v- - i JURISDICTIONAL D/TCH 14
UNPAVED ROAD
ASPHALT ROAD
WETLANDS
100 YEAR FEMA FLOODPLAIN
I A2.0 S IMMER WITH 1.5 ORIFICE. - - - - - - PROPERTYLINE
\
(SEE DETAIL SHEET C2.01) - Rµ EXISTING ROAD RIGHT OF WAY
TEMPORARY SKIMMER BASIN SK-4
(4.0 AC) (SEE DETAIL SHEET C2. \ ADJACENT PROPERTY LINE
AND DESIGN CALCSSHEET C5.0) \ \ - -;------------ EASEMENT
TER
'_ -, \ f - — - - — EDGE OF WA
1 , \ \ 1 / / /
/ � � I ST ^ A - _ / � -� NATURAL GAS PIPELINE
-------------
- - _ --\-_- - - --_ - -1 --/ - --- --- -may_ -�_�-f ------ -- /------------ E_ ._TRAIL----- / ,' / 11 / \ \ 1 \ . / — ... - ... - ... - . CREEK CENTERLINE
-- _
�_
_�
_ \/_ /
--f--- ! _ _ - - - - - - - Iq I� _ _ - - _ _ _ _ - i \ --_� �� _- --- -- - ------a_'�.----------------------------------�-/ = / / /I , - — RIPARIAN BUFFER
------ _
---
1
_ _ _
- 40 MAJOR CONTOUR
39-- - - - - -- MINOR CONTOUR
TRACT 4 „h \ / , / \ \ - /
P.O.B. l 1 1 I TREELINE
BL UEBERR Y BA Y, L L C _ / - \'I�,I ITRACT3 �� % / l
PPN 137400557229 �� �\ / / ; / I / 1,t \ % ;'/ / I P.O.B.
BOOK 709, PAGE 953
(TRACT 1)
0911712013 I, 1/ v ' % II , 1 I A0v POND
'1
,\ I 0
ACCESS ROAD, LIMITS OF DISTURBACE, AND
EROSION CONTROL FEATURES REMOVED FROM
\\ y' THIS SHEET AS A PART OF REVISION #2
Ilr''IZ3
'
1'1 1'1
It
1
MICHAEL C. & BETTY S. SMITH
PPN 138400341213
\ 111 1, 1 / I`I BOOK 580, PAGE 027
/ / / 1 �, 1 I ► \� 1111512005
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U. P. ,
EXISTING 1
BUILDING ,
8'PVC WATER MAIN (PER NC HIGH WAY41
WATER MAIN EXTENSION - PLANS FOR BLADEN
CO. WATER DISTRICT) PREPARED BYHOBBS,
UPCHURCH & ASSOCIATES, P.A., DATED MARCH 2O12
y
STATE STORMWATER
PERMITTING AUTHORITY
REGION
X
n
2
lb SCALE 1 "=100'
PID
0 160, 200'
FLOW ARROWS ADDED TO ALL SHEETS AS A
PART OF REVISION #2
x x FENCE
OHP OVERHEAD ELECTRIC LINE
DITCH CENTERLINE
----------------
STORMCULVERT
UTILITY POLE
BENCHMARK
xx I CULVERT CALL OUT
0 TREE
PROPOSED LEGEND
UG
SETBACK
PERMANENTFENCE
UNDERGROUND POWER LINE
INVERTER
STORM CULVERT
TRACKER
GRAVEL ROAD
25VEGETATIVE BUFFER zL
',-'1--
IMPERVIOUS AREA WITHIN
STATE PERMITTING AREA
PROPOSED CONTOUR
LABEL
SYMBOL
STANDARD NAME
CE
0
CONSTRUCTION ENTRANCE
SF
SILT FENCE
X X
DB
TEMPORARY DIVERSION BERM
LOD LIMITS OF DISTURBANCE
DB TEMPORARY SOIL BERM WITH
POROUS BAFFLES AND SKIMMER
COMPOSTSOCK
DRAINAGE AREA DIVIDE
SKIMMER BASIN
SILT FENCE OUTLET
OUTLET PROTECTION
EMERGENCY SPILLWAY LINER
KEY MAP - EROSION CONTROL PLAN
SCALE: 1 " = 57000'
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DATE
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PROJECT NUMBER
45488.006
PROJECT NAME
BAY TREE SOLAR
DESIGNED BY / DRAWN BY
D. JOHNSON / N. MARTIN
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction,
bidding, and/or construction staking without the
express written consent of TIMMONS GROUP.
REVISIONS
#
MM/DD
DESCRIPTION
1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISIONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
5
5/28/21
OWNER REVISIONS
6
6/29/21
OWNER REVISIONS
7
11/23/21
NCDEO REVISIONS
(EROSION AND
SEDIMENT
CONTROL PLAN
1,, = 1 oo' I C4.10

0
0
0
0
a
a
co
�n
N
0
N
0
0
(L
/ I
/ I
IN SK-16 (5.0 AC) /
S SHEET C5.00)
US BAFFLE (TYP)
AIL SHEET C2.01)
ITH 1.7" ORIFICE
IL SHEET C2.01)
CID
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O) I 8
01)
CE
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/ FLOW ARROWS ADDED TO ALL SHEETS AS A
PART OF REVISION #2
0
\ \
\\1 \ GEORGE THOMAS
\� \ PPN 138500225270
r \ \ BOOK 133, PAGE 021
. P. � \ \ 1112111955
50' FRONT SETBACK (TYP)
\ I
r% COMPOST SOCK DA-S
(SEE DETAIL SHEET C2.00) SCALE 1"=100'
I ' (SEE CALCULATIONS SHEET C5.00) 25DOUBLE ROW VEGETATIVE // I///
BUFFER IS TO BE INSTALLED AFTER
RIP RAP APRON (TYP) , // TEMPORARY BASIN SK-38 IS REMOVED - y. ``'` \\\\ 0 100' 200'
(SEE DETAIL SHEET C2.01) ` / /' I I SUBJECT PARCEL 3
TRACT 5
BL UEBERR Y BA Y, L L C
PPN 137400557229
BOOK 711, PAGE 1040
1110712013
,30' COMPOST SOCK DA-T
O (SEE DETAIL SHEET C2.00)
(SEE CALCULATIONS SHEET C5.00)
' l NON -JURISDICTIONAL
DITCH (TYP) /
CONCRETE
INVERTER PAD #8
SWL
78.26'
COMPOST SOCK DA-U
(SEE DETAIL SHEET C2.00)
(SEE CALCULATIONS SHEET C5.00)
v
MPOST SOCK DAN
E DETAIL SHEET C2.00)
E CALCULATIONS SHEET C5.00)
U.H. = U.b /'1l.
COMPOST SOCK DA-W
E DETAIL SHEET C2.00)
SEE /CALCULATIONS SHEET C5.00)
74%� Lh
I// ,.I /% /> // //I / /mil /
MATCHLINE: SHEET C4.12
I
APPROXIMATE LOCATION OF 04.1548AC.
/ 4f /// TEMPORARY STOCKPILE 2,794,581 Sq.
NOIV-JURIS ICTIONAL � / jI I (LOCATION TO BE AT A
I I I MINIMUM DISTANCE OF 50' _ :`:s • \\\
D TCH (TYP) FROM ANY WATER SOURCE)
/ I
P.
ORIFIC2.0" SKIMMER WITH 1.3/ 2C)
30' SIDE ND REAR (SEE DETAIL SHEET C2.01) N\
SETBACK (TYP)I`t''
TEMPORARY SKIMMER BASIN SK-38 (3.0 AC) It
l 5 I (SEE DESIGN CALCS SHEET C .00) : D.A. - 2.2 AC
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22 UPI
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I PERMITT/NG AUTHOR/TV --OnI RA
—
REGION
APPROXIMATE LOCATION Or -
I I
I /
TEMPORARY STOCKPILE
(LOCATION TO BE AT A I I I I
MINIMUM DISTANCE OF 50' I
FROM ANY WATER SOURCE)
EXISTING ISOLATED WETLAND I
TO BE REMOVED I I
D=0.5' MIN. 5
I I
\ \ I I
12 00I\� I GRASS -LINED DITCH
SWL \ 1 I I I
78.50' r SUBJECT
PARCEL 2 i I I I/ LENGTH =1,239 FT
I U o SLOPE = 0.20%
` ` \ 5,487,593 Sq. Ft. I WIDTH = VARIES
I / I APPROXIMATE LOCATION OF
I ♦ I I TEMPORARY STOCKPILE
(LOCATION TO BE AT A
♦, i 1 I MINIMUM DISTANCE OF 50'
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> ,,♦ I I I P.O.B. /
♦I D.A. = 1.8 AC I j TRACT 7
= I
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♦ 1 77.08-1 1 I
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1/
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♦40
2
U.H.-IV =
1.5 AC
j COMPOST
(SEE D
(SEE CALC
COMPOST SOCK DA-L
(SEE DET IL SHEET C2.00
(SEE CALCULATIONS SHE
C NCRETE
INVERT R PAD #5
i-ET C2.01
10)
WIL
ap
i
PPA
LOA
EXISTING LEGEND
UNPAVED ROAD
ASPHAL T ROAD
WETLANDS
,I'
0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 100 YEAR FEMA FLOODPLA/N
- - - -
PROPERTY LINE
- -
Rµ
EXISTING ROAD RIGHT OF WAY
- - - - -
ADJACENT PROPERTY LINE
- -
------------
EASEMENT
EDGE OF WATER
NATURAL GAS PIPELINE
— .......
—
CREEK CENTERL/NE
—
RIPARIAN BUFFER
— — —
— 40 — — —
MAJOR CONTOUR
-- - - - -
- 39-- - - - -
-- MINOR CONTOUR
TREELINE
x
FENCE
x
OHP
OVERHEAD ELECTRIC LINE
DITCH CENTERLINE
o
----------------
STORMCULVERT
UTILITY POLE
BENCHMARK
xx I
CULVERT CALL OUT
0
TREE
PROPOSED LEGEND
SETBACK
PERMANENTFENCE
UNDERGROUND POWER LINE
UGP
INVERTER
STORM CULVERT
TRACKER
o
c
GRAVEL ROAD
25 VEGETATIVE BUFFER 7
IMPERVIOUS AREA WITHIN
STATE PERMITTING AREA
PROPOSED CONTOUR
152
EROSION CONTROL
LEGEND
LABEL
SYMBOL
STANDARD NAME
CE
CONSTRUCTION ENTRANCE
SF
SILT FENCE
X X
DB
TEMPORARY DIVERSION BERM
LOD
LIMITS OF DISTURBANCE
DB
TEMPORARY SOIL BERM WITH
—
POROUS BAFFLES AND SKIMMER
COMPOST SOCK
`
DRAINAGE AREA DIVIDE
POROUS
BAFFLE
SKIMMER BASIN
SFO
SILT FENCE OUTLET
OP
OUTLET PROTECTION
EMERGENCY SPILLWAY LINER
KEY MAP - EROSION CONTROL PLAN
S
SCALE: 1" = 5,000'
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PROJECT NUMBER
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PROJECT NAME
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DESIGNED BY / DRAWN BY
D. JOHNSON / N. MARTIN
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These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction,
bidding, and/or construction staking without the
express written consent of TIMMONS GROUP.
REVISIONS
MM/DD1YY
DESCRIPTION
.1
1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISIONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
5
5/28/21
OWNER REVISIONS
6
6/29/21
OWNER REVISIONS
7
11/23/21
NCDEQ REVISIONS
DRAWING DESCRIPTION
EROSION AND
SEDIMENT
CONTROL PLAN
1'r = 100' I C4.11

a�
00
0
0
0
m
a
a
N
0
N
M
04
0
0
a
,MATCHLI,NE: SHEET C4.11 _
r
i -.r. —
18" COMPOST SOCK TO PROTECT
EXISTING ISOLATED WETLAND
(SEE DETAIL SHEET C2.00)
(SEE CALCULATIONS SHEET C5.00)
' D.A. = 5.0 AC
v \ I U21
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♦ \ I I I #2181
3.8 AC
F ANDVIVIAN /' / /♦ I I \
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OK PAGE 333 I
� �, ��, �' I I I ♦may
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EROSION CONTROL MEASURE SK-46: EROSION CONTROL MEASURE SK-43:
235 LF SOIL BERM WITH POROUS BAFFLES / , 625 LF SOIL BERM WITH POROUS BAFFLES v
AND SKIMMER (SEE DETAIL SHEET C2.01 AND SKIMMER (SEE DETAIL SHEET C2.01
AND DESIGN CALCS SHEET C5.00) AND DESIGN CALICS SHEET C5.00)
I
EROSION CONTROL MEASURE SK-35: 9
825 LF SOIL BERM WITH POROUS BAFFLES
AND SKIMMER (SEE DETAIL SHEET C2.01
AND DESIGN CALCS SHEET C5.00)
III =1AA('
r.
I 1 i � ' � / - : 1 P - � '!" a �►".'r
I
i 1
► I � 1
♦ #' I I EXISTING LEGEND
''"k', 11 ► UNPAVED ROAD
3 4r t'r I ASPHALT ROAD
r CONCRETE *, I I t, \Y l y \Y \t, \11 \t,
8/- - , ' ~ I I � � 41 � � 41 � � � � Nil � v WETLANDS
INVERTER PAD #6
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100YEAR FEMAFLOODPLA/N
) I
' \ ' - -8/- '�I I ►� - - - - - - PROPERTY LINE
GEO
GE
29 , \ t ) )� PP 0R385 Rµ EXISTING ROAD RIGHT OF WAY
:XISTING ISOLATED WETLAND / :.;, 11 II BOOK 133,
50 FRONT.;,. ►I I - - - - - - - ADJACENT PROPERTY LINE
TO BE REMOVED / / �� � ,,.;,. I 11/21/
(TYP)------------
20' EASEMENT
EDGE OF WATER
►I G� I
\ • �• '�7 — NATURAL GAS PIPELINE
—
7 — CREEK CENTERL/NE
RIPARIAN BUFFER
14' -A/
24.45'
C r
D.A.-K = 2.8 AC 369.48 `�I I � I
70 .4 I ♦ /
II 280.73'
• �' I 1
77— / �'00 I I I
U(jP _
D.A.-D - 3.0 AC
-----
EXISTING � ----- - - � `,_ o r� I �--- -----
</ „ y I ,
CUL VIeRT
3
DITCH/STREAM IMPACT #1 (SEE 2p I / TEMPORARY
SHEET C4.14 FOR DETAILS) I
/ CONSTRUCTION
CONCRETE I // / / I I I LAYDOWN AREA
INVERTER PAD #15 / l I / /,j �� i I COMPOST SOCK DA-D
/ I ���� , / REPLACE EXISTING 18" CPP WITH 48 LF 316.99' SEE DETAIL SHEET C2.00 / h �/ 4'x6' BOX CULVERT (SEE SHEET C4.14 FOR I ( )
D.A. = 4.1 AC DETAILS) I I I (SEE CALCULATIONS SHEET C5.00)
'� / / I I I I SHEILA LONG & MILDRED BRADSHAW I�l �
PPN 138400389075
30' JURISDICTIONAL I I I BOOK328, PAGE856
STREAM OFFSET (TYP) i U PI I I 1010111992
30' STREAN #210 I I
BUFFER (TYP.) I z
NO PROPOSED GRADE I S I
I / / CHANGE FOR ACCESS ROAD I I I #21d
UNDER DUKE EASEM.-ij I I I I
°p^ I/ / V
\r STATESTORMWATER
PERMITTINGAUTHORITY
i' REGION I I I
p o
oAN
i I I ♦♦♦
JURISDICTIONAL DITCH 13 I I ♦♦
I I
o LU f I �I I
LU I I I
\► i r 1, / _ ► I I I
30' STREAM BUFFER LU
z I I I
�
a,
A. = 1.7 AC
------
1
24" COMPOST SOCK TO PROTECT
EXISTING ISOLATED WETLAND
(SEE DETAIL SHEET C2.00)
(SEE CALCULATIONS SHEET C5.00) -
I
4f
40' Q I-- I I--► ♦,
r , 1 -
MAT IN S EQ6 4, UNDER DUKE EASEMENT
vk Y, J
40 — — — MAJOR CONTOUR
/> n
:. nl I ------- 39-- - - - - -- MINOR CONTOUR
STANDARD TEMPORARY SILT I I TREELINE
FENCE WITH OUTLET (TYP) I x x FENCE
(SEE DETAIL SHEET C2.00)� / I
7
7
4
12.6 AC
TEMPORARY G TEMPORARY
CONSTRUCTION /J < CONSTRUCTION
LAYDOWN AREA //� LAYDOWN AREA .
(SEE
/
/
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1
VEHICULA
..••: I I
oF1P
OVERHEAD ELECTRIC L/NE
V I\ I
DITCH CENTERLINE
•; I� Imo. �
----------------
---------------
STORM CUL VERT
"t`} �� I
UTILITYPOLE
I
BENCHMARK
xX I
CULVERT CALL OUT
Ing0
TREE
•,yl
1
� I
PROPOSED
LEGEND
SETBACK
PERMANENT FENCE
UGP
UNDERGROUND POWER LINE
INVERTER
-I►
STORM CULVERT
I
TRACKER
��:'• I ���
GRAVEL ROAD
r I I
I
25' VEGETATIVE BUFFER 7
II
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IMPERVIOUS AREA WITHIN
I I
I
STATE PERMITTING AREA
I
1 1 1
PROPOSED CONTOUR
r \.
ETC2.03) EROSION CONTROL LEGEND
LABEL SYMBOL STANDARD NAME
CE CE CONSTRUCTION ENTRANCE
/ / \ 2 (SF) `/ SILT FENCE
164 LF TEMPORARY 12" CMP CULVERT
INV IN = 81.14, INV OUT = 80.84
TEMPORARY GRAVEL ENTRANCE TO
CONSTRUCTION LAYDOWN AREA
J
ISOLATED WETLAND IMPACT
(2,955.48 SF, 0.07 AC) CONSTRUCTION ENTRANCE
(SEE DETAIL ON SHEET C2.00)
FLOW ARROWS ADDED TO ALL SHEETS AS A
PART OF REVISION #2
SCALE 1 "=100'
U 100' 200'
J
l -
TEMPORARY DIVERSION BERM
LOD
LIMITS OF DISTURBANCE
DB
-
TEMPORARY SOIL BERM WITH
POROUS BAFFLES AND SKIMMER
COMPOST SOCK
DRAINAGE AREA DIVIDE
POROUS
BAFFLE
SKIMMER BASIN
SFO
SILT FENCE OUTLET
OPown
OUTLET PROTECTION
KEY MAP - EROSION CONTROL PLAN
SCALE: 1" = 5,000'
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DATE
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PROJECT NUMBER
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PROJECT NAME
BAY TREE SOLAR
DESIGNED BY / DRAWN BY
D. JOHNSON / N. MARTIN
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These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction,
bidding, and/or construction staking without the
express written consent of TIMMONS GROUP.
REVISIONS
#
\AM/DDIYY
DESCRIPTION
1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISIONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
5
5/28/21
OWNER REVISIONS
6
6/29/21
OWNER REVISIONS
7
11/23/21
NCDEQ REVISIONS
DRAWING DESCRIPTION
EROSION AND
SEDIMENT
CONTROL PLAN
1 1 rr =1 oo' I C4.12

1
3
----- -
♦
I \ ACCESS PATH I NO PROPOSED GRADE %
i CHANGE FOR ACCESS ROAD
I I I ,
UNDER DUKE EASEMENTId
�, {'t :}': 4:
i
I
OPOSED ATE D.A. = 2.0 AC I CONCRETE _
E DETAIL17 T C2 INVERTER PAD #18 / I 1.P• ► I �
M TEMPORARY SK MER BASIN SK-1 I
1 (6.0 ) (SEED TAIL SHEET C2.01 I �� COMPOST SOCK DA-S/'S'�
�.► - I AN SIG ALCS SHEET C5.00) / I z (SEE DETAIL SHEET C2.00)
25 (SEE CALCULATIONS SHEET C5.00)
I f / .011SKIMMER WITH 1.9 ORIFICE r I I /
A (SEE DETAIL SHEET C2.01) I I I STANDARD TEMPORARY SILT j
o I ) I I F NCE WITH OUTLET (TYP)
2.5" SKIMMER WITH 2.1" ORIFICE I I �. I ( E DETAIL SHEET C2.00)
(SEE DETAIL SHEET C2.01) I I I I
POSED VEHICULAR GATE / I
D.A. = 16.9 AC
DETAIL SHEET C2.03)
I
r TEMPORARY SKIMMER BASIN SK-2 �I
(8.0 AC) (SEE DETAIL SHEET C2.01 I I I I I
AND DESIGN CALCS SHEET C5.00) I I I
76z::� I ' ` I I �►. C
D.A.
MATCHLINE: SHEET C4.09
I lei s
MATCHLINE: SHEET C4.10
2.5 SKIMMER WITH 2.1" ORIFICE I Ir 0
(SEE DETAIL SHEET C2.01) i r I
Cj114MIIIIIIIIIIIIII �= Mo.'
*0 U.P.
40P I r r
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1 5/ r , I I I 40' 8 0
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TEMPORARY SKIMMER BASIN SK-3
(8.0 AC) (SEE DETAIL SHEET C2.01
AND DESIGN CALCS SHEET C5.00)
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COMPOST SOCK DA-E
(SEE DETAIL SHEET C2.00)
`(SEE CALCULATIONS SHEET C5.00)
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EROSION CONTROL MEASURE SK-36:
600 LF SOIL BERM WITH POROUS BAFFLES
AND SKIMMER (SEE DETAIL SHEET C2.01 INC CHEEK
AND DESIGN CALCS SHEET C5.00) PPN 138400684255
BOOK213, PAGE 167
7
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MATCHLINE: SHEET C4.12
COMPOST SOCK DA-B
(SEE DETAIL SHEET C2.00)
(SEE CALCULATIONS SHEET C5.00)
/
r
I
I
COMPOST SOCK DA-A
(SEE DETAIL SHEET C2.00)
(SEE CALCULATIONS SHEET C5.00)
2 N
30 SIDE REAR
SETB K (TYP)
_1
SHEILA LONG & MILDRED BRADSHAW
PPN 138400389075
BOOK 328, PAGE 856
1010111992
COMPOST SOCK DA-A
(SEE DETAIL SHEET C2.00)
(SEE CALCULATIONS SHEET C5.00)
STATE STORMWATER
PERMITTING AUTHORITY
REGION
A
N
SCALE 1 "=100'
NOR
0 100' 200'
FLOW ARROWS ADDED TO ALL SHEETS AS A
PART OF REVISION #2
EXISTING LEGEND
UNPAVED ROAD
ASPHALT ROAD
* WETLANDS
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 100 YEAR FEMA FLOODPLAIN
PROPERTY L INE
Rµ EXISTING ROAD RIGHT OF WAY
- - - - - - — - ADJACENT PROPERTY LINE
---------- EASEMENT
EDGE OF WATER
NATURAL GAS PIPELINE
— .... ..... CREEK CENTERLINE
RIPARIAN BUFFER
40 — — — MAJOR CONTOUR
-- - - - -- 39-- - - - - -- MINOR CONTOUR
TREELINE
x x FENCE
OHP OVERHEAD ELECTRIC LINE
o - - - DITCH CENTERLINE
STORMCULVERT
UTILITY POLE
BENCHMARK
xx I CULVERT CALL OUT
* Ing 0 TREE
PROPOSED LEGEND
SETBACK
PERMANENTFENCE
UGP
UNDERGROUND POWER LINE
INVERTER
STORM CULVERT
TRACKER
C GRAVEL ROAD
25' VEGETATIVE BUFFER 7
IMPERVIOUS AREA WITHIN
STATE PERMITTING AREA
152
PROPOSED CONTOUR
EROSION CONTROL
LEGEND
LABEL
SYMBOL
STANDARD NAME
CE
0
CONSTRUCTION ENTRANCE
SFX
X
SILT FENCE
DB
TEMPORARY DIVERSION BERM
LOD
LIMITS OF DISTURBANCE
DB
TEMPORARY SOIL BERM WITH
POROUS BAFFLES AND SKIMMER
COMPOSTSOCK
DRAINAGE AREA DIVIDE
POROUS
BAFFLE
SKIMMER BASIN
SFO
SILT FENCE OUTLET
OP
OUTLET PROTECTION
EMERGENCY SPILLWAY LINER
I
n i
p �
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ay
/ o �
/ � r
KEY MAP - EROSION CONTROL PLAN
SCALE: 1 " = 570001
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DATE
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PROJECT NUMBER
45488.006
PROJECT NAME
BAY TREE SOLAR
DESIGNED BY / DRAWN BY
D. JOHNSON / N. MARTIN
ft
rt17-3
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction,
bidding, and/or construction staking without the
express written consent of TIMMONS GROUP.
REVI IOS
#
MM/DD
DESCRIPTION
1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISIONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
5
5/28/21
OWNER REVISIONS
6
6/29/21
OWNER REVISIONS
7
11/23/21
NCDEQ REVISIONS
DRAWING DESCRIPTION
EROSION AND
SEDIMENT
CONTROL PLAN
1 1,, = loot I C4.13

SCALE 1 "=20'
1 NOR
0 20' 40'
80.00
78.(
76.(
74.(
72.(
70.00
i
�P'9
20' ACCESS ROAD
JURISDICTIONAL
DITCH12
20'x10' INLET
PROTECTION
I
I
i
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I i i
1 '
1 I
I
I
I I
I I I
I I I I
I
INTERMITTENT STREAM
THIS SIDE OF ROAD
30' JURISDICTIONAL
STREAM OFFSET (TYP)
DITCH/STREAM IMPACT #1
DIRECTIONAL BORE FOR
ELECTRICAL UNDER
PROPOSED BOX CULVERT
(SEE ELECTRICAL PLANS FOR
DETAILS)
' I BOO
I I' I
I I I I
I li li ,
I IMPACT S1 (PERM) 40o '
I I I 1 6 LF CULVERT '
II I
-71 j
All
I
REPLACE EXISTING 18"
CPP WITH 48 LF
IMPERVIOUS DIKE J 4'x6' BOX CULVERT
WITH PUMP AROUND INV IN = 71.10 ,
INV OUT = 71.00 I
JURISDICTIONAL RPW
(NON -STREAM) THIS SIDE
OF ROAD I'
IMPACT 01: 0.01 AC TOTAL (INCLUDES BOTH
PERMANENT AND TEMPORARY IMPACTS)
1 � i
1 / 0A
1 , /
PROPOSED WETLAND
IMPACT - 4,600 SF
IMPACT W1 PERM /
l / / 50 LF CLASS 1 RIP RAP ____----
/ / OUTLET PROTECTION
1 / (IMPACT S5 (PERM)) -
0 1
IMPERVIOUS DIKE
1
WITH PUMP AROUND . . . . . . "
(IMPACT S6 (TEMP)) ........'
_ IMPERVIOUS DIKE
- WITH PUMP AROUND / '
20 x25 INLET - - - - -
/ PROTECTION
f 40 LF CLASS 1 RIP RAP 1 1
OUTLET PROTECTION (IMPACT S5 (PERM)) 1
(IMPACT S2 (PERM)
JURISDICTIONAL DITCH 13 1 �\
/ o
20 LF - TEMPORARY IMPACT (TYP) DITCH/STREAM IMPACT #2 DIRECTIONAL BORE FOR
(WIDTH VARIES) \ ELECTRICAL UNDER PROPOSED BOX CULVERT '
(IMPACT S3 (TEMP)) (SEE ELECTRICAL PLANS FOR DETAILS) I I
o
I
400 I
EXISTING LEGEND
UNPAVED ROAD
ASPHALT ROAD
WETLANDS
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 100 YEAR FEMA FLOODPLAIN
PROPERTY L INE
µ EXISTING ROAD RIGHT OF WAY
- - - - - - ADJACENT PROPERTY LINE
- -
- - - - - - - - - - EASEMENT
EDGE OF WATER
G NATURAL GAS PIPELINE
CREEK CENTERLINE
RIPARIAN BUFFER
40 - - - - MAJOR CONTOUR
-- - - - -- 39 - -- MINOR CONTOUR
TREELINE
x x FENCE
OHP OVERHEAD ELECTRIC LINE
w --- DITCH CENTERLINE
STORM CULVERT
o°
UTILITYPOLE
\
\
BENCHMARK
xx I CULVERT CALL OUT
IMPERVIOUS DIKE
`,D 0 TREE
64 LF OF 4'x8' WIDE BOX CULVERT WITH PUMP AROUND
_
INN IN = 70.00, INV OUT = 69.90 (IMPACT S6 (TEMP))
\
PROPOSED LEGEND
(IMPACT S4 (PERM)) <°a vol)
- -
SETBACK
- _ - - - _
PERMANENT FENCE
PIPE INSTALLATION CONSTRUCTION SEQUENCE
1.
INSTALL TEMPORARY EROSION. CONTROL MEASURES (SILT FENCE) FOR INSTALL TEMPORARY
EROSION CONTROL MEASURES (SILT FENCE) FOR PIPE INSTALLATION WORK.
2
CLEAR &`GRUB WORK XREA. CLEAR 8 GRUB WORK AREA.
/
3.
INSTALL TEMPORARY DIVERSION MEASURES (PUMP -AROUND OR DIVERSION INSTALL` TEMPORARY
/
DIVERSION, MEASURE- (PUMP -AROUND CR DIVERSION CHANNEL). SEE SHEET EX109 FOR' DETAILS.
SCALE 1"=20' �06�
4.
EXCAVATEFOR PIPE B_D. ELECTRICAL CONDUIT BED; AND CHANNEL IMPROVEMENTS.
0 20' 40'
5 �
INSTALL PIPE BEDDINC AND COMPACT AS REQUIRED
6.
INSTALL PIPE AND BACKFILL,PIPE TO 1' F1(MIN ) OVER TOP OF PIPE.
7.
INSTALL NATURAL PIPE SILL AND RIPRAP AREAS.
8:
RESTORE STREAM/DITCH CHANNEL AREf.S PER E=X109 DETAILS.
'9.
REMOVE TEMPORARY 3TREAM;DITCH DVERSION MEASURES.
10.
RESTORE OVERBANK AREAS` PER EX109 DETAILS.
11.
TEMPORARY EROSIONCONTROL MEASURES MAY REMAIN N-PLACEAND BE SIHALL BE AUGMENTED
FOR CONTINUED ACCESS ROAD AND SITE CONSTRUCTION, ACTIVITIES.
12
FOmCOMPLETE ACCESS ROAD CONSTRUCTION DETAILS SEE PROJECT DESIGN PLANS�AND
DITCH/STREAM IMPACT #1 PROFILE I DITCH/STREAM IMPACT #2 PROFILE EROSION AND SEDIMENTATION PLANS.
I
REINFORC
D SIDE SLOPES
20'PERPAANENT
CLASS B
IMPACT F
OUTLET PROTECI
DR
ION
1' MIN.
40'PERMANENT
CLASS
IMPACT
1 OUTLET PROTECTION
FOR
20' TEMPORARY
FOR BYPA
MPACT
S
2
' TEMPORARY IM
FOR BYPASS
A
I
PROPOSED 4'x6'130X
STA =0+4
CULVERT'-
.00 ELV = 71.1
EXISTING 18'HDPEPIPE
TA=0+63.60 - INV
ELV. = 72.07
PROPOSED 4'x6'
STA=0+94.00 EL
OX CULVERT
= 71.0
_00 0+5
.00
1+2
0+2.
.00 0+7
_00 1+5
_00
68.0
67.00
-0+25.00
0
E
9
0+00.00
4
0 20
PROFILE SCALE
1 +00.00
EXISTING 18" HDPE PIPE
STA=0+91.06 - INV ELV. = 72.03
V MIN. OF THE CULVERT DIAMETER BELOW DITCH ELEVATION
(FILL WITH EXCAVATED NATURAL BED MATERIAL
80.00
78.(
76.(
74.(
,T
72.(
70.00
68.(
66.
F- 65.00
1 +75.00 0+00.00
FOR BYPASS
1
■
- -jCLASS
• --• t
•-
•
- •"
•'
WIN
FOR BYPASS
WWI 0111111ima
be 0,45:1
1 11
OX CULVERT
70.0
A"X 'I.
11 ELV
I'OX CULVERT
= .• •
1
1
/1 1
1 11 15=11
11
1 11
M111
1 +00.00 2+00.00
V MIN. OF THE CULVERT DIAMETER BELOW DITCH ELEVATION
(FILL WITH EXCAVATED NATURAL BED MATERIAL
0 20
PROFILE SCALE
STREAM IMPACT QUANTITIES (6' WIDE, 12" DEEP AT OWM)
PERMANENT TEMPORARY
EXISTING PROPOSE[ PROPOSED
(FT) (FT) NET (FT) AREA (AC) (FT) AREA (AC)
IMPACT S1 CULVERT 0 16 6 0.000826
IMPACT S2 RIP RAP 0 40 40 0.005510
IMPACT S3 BYPASS 20 0.002755
TOTAL 0 46 46 0.006336 1 20 0.002755
DITCH IMPACT QUANTITIES (6' WIDE, 12" DEEP AT OWM) These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
PERMANENT TEMPORARY shall not be used for any purpose whatsoever,
inclusive, but not limited to construction,
bidding, and/or construction staking without the
EXISTING PROPOSES' PROPOSED express written consent of TIMMONS GROUP.
NET (FT) AREA (AC) AREA (AC)
Ln E
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PROJECT NAME & ADDRESS
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DATE
8/10/2020
PROJECT NUMBER
45488.006
PROJECT NAME
BAY TREE SOLAR
DESIGNED BY / DRAWN BY
D. JOHNSON / N. MARTIN
(FT) (FT) (FT)
IMPACT 01 CULVERT 28 42 14 0.001928
RIP RAP 0 20 20 0.002755
BYPASS 20 0.002755
TOTAL 28 62 34 0.004683 20 0.002755
REVISIONS
MM/DD
DESCRIPTION
.1
1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISIONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
5
5/28/21
OWNER REVISIONS
6
6/29/21
OWNER REVISIONS
7
11/23/21
NCDEQ REVISIONS
STREAM AND WETLAND IMPACT QUANTITIES (6' WIDE, 18" DEEP AT OWM) DRAWING DESCRIPTION
DITCH &
PERMANENT TEMPORARY STREAM
EXISTING PROPOSE[ NET (FT) AREA (AC) PROPOSED AREA (AC) IMPACTS PLAN
(FT) (FT) (FT)
IMPACT S4 CULVERT 0 64 64 0.008815 AND PROFILE
IMPACT S5 RIP RAP 0 75 75 0.010331
IMPACT S6 BYPASS 40 0.005510
IMPACT W1 WETLAND 0.105601
TOTAL 0 139 139 0.124747 40 0.005510
PLANS PRINTED AS 11x17 ARE HALF SCAL
PERMITTING NOTE: SCALE SHEET NUMBER
3 STREAM AND DITCH IMPACTS PERMITTED UNDER USACE/DWR PERMIT NO. AS C4.14
SAW-2019-02344/19-0651. FsHOWN

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DATE
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PROJECT NUMBER
45488.006
PROJECT NAME
BAY TREE SOLAR
DESIGNED BY / DRAWN BY
D. JOHNSON / N. MARTIN
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These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction,
bidding, and/or construction staking without the
express written consent of TIMMONS GROUP.
REVISIONS
MM/DD
DESCRIPTION
.1
1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISIONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
5
5/28/21
OWNER REVISIONS
6
6/29/21
OWNER REVISONS
7
11/23/21
NCDEQ REVISIONS
INVERTER PAD
GRADING
1 If
= 10' I C6.00

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0
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/
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PROPOSED SOLAR
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i
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INVERTER PAD #11
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H
H
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EXISTING LEGEND
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ASPHALT ROAD
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0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0.
PROPERTY LINE
-
- - - - -
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ADJACENT PROPERTY LINE
-
- - - - -
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------------
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G
CREEK CENTERLINE
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RIPARIAN BUFFER
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PROPOSED EDGE OF CONCRETE
v v v v v v v v v v v v
PLAN SHEET ADDED AS A PART OF REVISION #2
DATED 11/20/20.
NOTE:
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INSTALLED 12" ABOVE GRADE OR CALCULATED
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3 WHICHEVER IS HIGHER.
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DATE
8/10/2020
PROJECT NUMBER
45488.006
PROJECT NAME
BAY TREE SOLAR
DESIGNED BY / DRAWN BY
D. JOHNSON / N. MARTIN
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction,
bidding, and/or construction staking without the
express written consent of TIMMONS GROUP.
REVISIONS
MM/DD
DESCRIPTION
.1
1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISIONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
5
5/28/21
OWNER REVISIONS
6
6/29/21
OWNER REVISIONS
7
11/23/21
1 NCDEQ REVISIONS
(INVERTER PAD
GRADING
1 1 If
= 10' I C6.01

0
E
9
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UG
1
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\
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20'
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\
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\ 78-
\
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t
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X
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77.5
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INVERTER PAD #14
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0 10'
NOR
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--
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PROPOSED SECURITY FENCE
x TC PROPOSED TOP OF CURB
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x SWL PROPOSED BOTTOM OF SWALE
34.25
-----
------------------------
- - - -
- - --- --- - - ---
------------------------------------------------------
--- - -
-
- - --- - -
---
--- - - - - - -
---
- - -
x EC PROPOSED EDGE OF CONCRETE
34.25
PROPOSED SOLAR
20, 20, GRAVEL PROPOSED SOLAR
PROPOSED SOLAR
-----------------------
r20'GRAVEL
PROPOSED SOLAR
ACCESS ROAD
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ACCESS ROAD
ARRAYS
ARRAYS
ARRAYS
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CONCRETE
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X
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PLAN SHEET ADDED AS A PART OF REVISION #2
95 7
INVERTER PAD
INVERTER PAD
INVERTER PAD
DATED 11/20/20.
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96.0
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13
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PROJECT NUMBER
45488.006
PROJECT NAME
BAY TREE SOLAR
DESIGNED BY / DRAWN BY
D. JOHNSON / N. MARTIN
0t ft
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction,
bidding, and/or construction staking without the
express written consent of TIMMONS GROUP.
REVISIONS
MM/DD
DESCRIPTION
.1
1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISIONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
5
5/28/21
OWNER REVISIONS
61
6/29/21
1 OWNER REVISIONS
71
11/23/21
1 NCDEQ REVISIONS
INVERTER PAD
GRADING
1 If
= 10' I C6.02

Existing PreDev PreDev Finished Post Dev PostDev PostDev PostDev Expected 1' Expected 1' Delta Delta Conclusion based on 500YR
Inverter # 100 yr 500 yr Ground 100YR SOOYR Pad Finished Grade
Ground EL Depth Depth EL Depth 100YR EL Depth 500YR EL Freeboard100YR EL Freeboarc1500YR EL (FG- Free board 100YR) (FG-Free board500YR) Analysis
1 94.76 0.18' 0.25' 94.56 0.50' 95.06 0.55' 95.11 96.06 96.11 1.50 1.55 Pad needs to be raised min. 1.55' 96.25
2 95.54 0.16' 0.27' 95.54 0.26' 95.8 0.34' 95.88 96.8 96.88 1.26 1.34 Pad needs to be raised min. 1.34' 97.00
3 94.55 0.24' 0.37' 94.36 0.97' 95.33 1.09' 95.45 96.33 96.45 1.97 2.09 Pad needs to be raised min. 2.09' 96.50
4 94.47 0.28' 0.36' 94.49 0.29' 94.78 0.36' 94.85 95.78 95.85 1.29 1.36 Pad needs to be raised min. 1.36' 96.00
5 80.54 0.15' go. 21' 80.63 0.15' 80.78 0.23' 80.86 81.78 81.86 1.15 1.23 Pad needs to be raised min. 1.23' 82.00
6 81.28 0.05' 0.12' 81.5 0.18' 81.68 0.29' 81.79 82.68 82.79 1.18 1.29 Pad needs to be raised min. 1.29' 83.00
7 91.78 0.25' 0.38' 91.66 0.38' 92.04 0.46' 92.12 93.04 93.12 1.38 1.46 Pad needs to be raised min. 1.46' 93.25
8 80.45 0.90' 1.26' 80.46 1.00' 81.46 1.28' 1 81.74 82.46 82.74 2.00 2.28 Pad needs to be raised min. 2.28' 82.75
9 95.84 0.01' 0.04' 95.93 0.35' 96.28 0.47' 96.4 97.28 97.4 1.35 1.47 Pad needs to be raised min. 1.47' 97.50
10 96.37 0.33' 0.46' 96.59 0.08' 96.67 0.15' 96.74 97.67 97.74 1.08 1.15 Pad needs to be raised min. 1.15' 97.75
11 96.91 0.26' 0.35' 96.93 0.45' 97.38 0.55' 97.48 98.38 98.48 1.45 1.55 Pad needs to be raised min. 1.55' 98.50
12 96.74 0.05' 0.25' 96.96 0.10' 97.06 0.21' 97.17 98.06 98.17 1.10 1.21 Pad needs to be raised min. 1.21' 98.25
13 96.33 0.31' 0.49' 96.2 0.58' 96.78 0.70' 96.9 97.78 97.9 1.58 1.70 Pad needs to be raised min. 1.7' 98.00
14 95.74 0.11' 0.18' 95.83 0.13' 95.96 0.19' 96.02 96.96 97.02 1.13 1.19 Pad needs to be raised min. 1.19' 97.25
15 78.44 0.02' 0.54' 78.41 0.43' 78.84 1.11' 79.52 79.84 80.52 1.43 2.11 Pad needs to be raised min. 2.11' 80.75
16 95.69 0.69' 0.97' 95.99 0.64' 96.63 0.87' 96.86 97.63 97.86 1.64 1.87 Pad needs to be raised min. 1.87' 98.00
17 95.69 1.06' 1.26' 95.68 1.24' 96.92 1.43' 97.11 97.92 98.11 2.24 2.43 Pad needs to be raised min. 2.43' 98.25
18 79.86 0.02' 0.02' 79.94 0.03' 79.97 0.04' 79.98 80.97 80.98 1.03 1.04 Pad needs to be raised min. 1.04' 81.00
19 88.88 10. 2 0' 0.29' 1 88.86 0.21' 1 89.07 0.27' 89.13 1 90.07 1 90.13 1 1.21 1 1.27 IPad needs to be raised min. 1.27' 1 90.25
10'-0" CLEARANCE AROUND
INVERTER/TRANSFORMER
REFER TO SKID ANCHOR DETAIL STATION
ON S401
-t I
REFER TO CO�CRETE PAD
REINFORCEME T ON S402
PROPOSED AUXILIARY RACK -
SEE SHEET ELECTRICAL
POST ON S403
i
S402
REFER TO ELECTRICAL S�T FOR
CONDUIT WINDOW LOC TIONS
f" CLEAN GRAVEL BAC FILL, NOT
LESS THAN 6-INCHES IDEEP, ALL
AROUND PCs PADS (TYPICAL).
1-2" CLEAN GRAVEL ACKFILL,-
NOT LESS THAN 6-INC ES DEEP,
ALL AROUND 9CS PADS
(TYPICAL).
RIMEL11
I rri
PROVIDE FLAT WORKING SURFACE
TO TRANSITION FROM PCs TO LIMIT OF 3:1 MAX SLOPE
AUXILIARY RACK
PCS FOUNDATION PLAN
SCALE: NTS
INVERTER/TRANSFORMER
-SEE A/S401 FOR ANCHORAGE
X
88.8
89
r 90.25' G
AUXILIARY
'U�?
RACK
X 89.0(
\
5'
20' GRAVEL
SS ROAD
EC
90.25'
SCALE 1 "=10'
0 10, 20'
PROPOSED SOLAR
ARRAYS
CONCRETE
INVERTER -AD
EC
•0
X88.T
":--EC EC )
90.25' 90.25'
90.25' 90.25'
88.8
89.1 ay\
X 89.2' 89.O' X X 88.9'
-.- -- - INVERTER PAD #19--
_
1/\(j r.,`�PCS FRONT ELEVATION VIEW AND 5
IED GRADE OR
LOOD ELEVATION
DN
2
EXISTING LEGEND
N
UNPAVED ROAD
ASPHALT ROAD
WETLANDS
100 YEAR FEMA FLOODPLAIN 000000000000000000.
PROPERTY LINE - - - - - -
EXISTING ROAD RIGHT OF WAY
ADJACENT PROPERTY LINE - - - - - -
EASEMENT ------------
EDGE OF WATER
NATURAL GAS PIPELINE G
CREEK CENTERLINE - - - - -
RIPARIAN BUFFER -
MAJOR CONTOUR - - - - 40 - - -
MINOR CONTOUR - - - - - -- 39-- - - - - --
TREELINE
FENCE x x
OVERHEAD ELECTRIC LINE OHP
DITCH CENTERLINE i
----------------
STORMCULVERT
UTILITY POLE
BENCHMARK
N
CULVERT CALL OUT xx
TREE 0
PROPOSED LEGEND
EASEMENT BUFFER/ OFFSET
SETBACK
--------
SECURITY FENCE
UNDERGROUND POWER LINE UG
OVERHEAD ELECTRICAL HP
TRACKER
GRAVEL ROAD
PROPOSED CONTOUR 15
APRON GRAVEL
INVERTER CONCRETE
PLAN SHEET ADDED AS A PART OF REVISION #2
DATED 11/20/20.
3
GRADING LEGEND
z-
EXISTING CONTOURS
34
PROPOSED CONTOURS
x31.66
EXISTING SPOT GRADE
x EIC
34.25
EXISTING EDGE OF CONCRETE
x EIP
EXISTING EDGE OF PAVEMENT
34.25
x 34.25
PROPOSED SPOT GRADE
x TC
34.25
PROPOSED TOP OF CURB
x SWL
34.25
PROPOSED BOTTOM OF SWALE
x EC
34.25
PROPOSED EDGE OF CONCRETE
- v -
NOTE:
ALL ELECTRICAL EQUIPMENT SHALL BE
INSTALLED 12" ABOVE GRADE OR CALCULATED
500-YEAR WATER SURFACE ELEVATION,
3 WHICHEVER IS HIGHER.
DAS
FO PATCH
NCU
2 Ell
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(TYP.)
P1000 UNISTRUT
(TYP.)
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PROJECT NAME &ADDRESS
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DATE
8/10/2020
PROJECT NUMBER
45488.006
PROJECT NAME
BAY TREE SOLAR
DESIGNED BY/ DRAWN BY
D. JOHNSON / N. MARTIN
0
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction,
bidding, and/or construction staking without the
express written consent of TIMMONS GROUP.
REVISIONS
#
MM/DD
DESCRIPTION
1
11/9/20
OWNER REVISIONS
2
11/20/20
OWNER REVISIONS
3
1/28/21
OWNER REVISIONS
4
2/23/21
OWNER REVISIONS
5
5/28/21
OWNER REVISIONS
6
6/29/21
OWNER REVISIONS
7
11/23/21
NCDEO REVISIONS
INVERTER PAD
GRADING AND
DETAILS
0
E
SCALE: NTS
AUXILLARY RACK POST DETAIL
SCALE: NTS
AS SHOWN I C6.03