SW3170401 - Spencer Solar Electric (4)

NTS
SHEET MEXC2.1 CUP SITE PLAN
C3.0 OVERALL EROSION CONTROL & GRADING PLAN`1 SEDIMENT BASINS ENLARGEMENT PLANS
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C3.2 INVERTER PADS, CULVERTS AND DRIVEWAY GRADING PLANS
C4.0 EROSION CONTROL DETARS
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LINE TABLE
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LINE
BEARING
DISTANCE
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Ll
S60*37'56"W
45.19
L2
S64*09'24"W
59,10
L3
S64*52'47"W
55.65
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L5
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99.74
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S54'34'00'W
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84.55
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L7
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50.34
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ROW SPACING
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MODULE INCLINATION
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AZIMUTH
190*
RACKS REQUIRED
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551
RACKS PROVIDED
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AREA RESERVED FOR dol, / , � L.�, 11 -11, , , � 1, # . I I " -_ --_ `_ -_ -_ -_
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RACK CONFIGURATION
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ROW SPACING
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MODULE INCLINATION
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AZIMUTH
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RACKS REQUIRED
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RACKS PROVIDED
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,� 71 1_� I OARD , I
,� : -,, - "III I
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� �, , �_ I I
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EXISTING TREE LINE __�,,,­ -�,,--�,�--,,,-��--,'-,-",-�'--�,,-
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STRATA
� C3 U.46'. M LLC
50101 Governors Drive, Suite 280
Chapel Hill, NC 27517
919-960-6015
www.stratasolar.com
NC License No.: D-0298
I I
-
DEVELOPER I CONSULTANTS
I
PROJECT NAME & ADDRESS
REVISIONS
0
MM,'DDNY
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11/0512015 Recombination
2
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DATE
10/02/2015
PROJECT NUMBER
C-254-13-SPNCR
PROJECT NAME
SYSTEM SIZE
5M MWp AC
ENGINEER
BTN
CHECKER
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IDRAWN BY
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THIS DRAWING IS PROTECTED BY COPYRIGHT,
THIS OCCUMENT IS THE SOLE PROPERTY OF
STRATA SOLAR, LLC. ANY USE, REPRODUCTION,
DISTRIBUT ON, PUBLICATION, OR
PRESENTATION ISIBY EXPRESS PERMI8S§ON OF
STRATA SOLAR U.C.
DO NOT SCALE DRAWINGS. USE
FIGURED DIMENSIONS ONLY.
I COPYRIGHT 0 2014 STRATA 22L!2,.L�
NG DESCRIPTION
CUP
SITE PLAN
REVISIONS
I
MM,'DDNY
I 1
11/0512015 Recombination
2
3
11/10/2015 Relocate Interconnect
11/30r2015 Rev Setbacks. Moved Drive
4
12,1031201 5 Relocate Interconnect 2
i
6
1
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8
____L
9
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NG DESCRIPTION
CUP
SITE PLAN

WIM
84
1. THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD
LOCATIONS AND THE BEST AVAILABLE RECORDS. IT IS THE UTILITY CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY ACTUAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEER.
2. CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (1-800-632-4949) AT LEAST 48
HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES
LOCATED. CONTRACTOR TO CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN
LOCATOR SERVICE INDEPENDENT OF "NORTH CAROLINA ONE CALL".
3. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES INVOLVED IN ANY RELATED
A RELOCATION (LE. POWER POLES, TELEPHONE PEDESTALS, WATER METERS, ETC.).
4, ALL COORDINATION FOR LOCATION AND FIELD VERIFICATION OF UTILITIES IS THE
RESPONSIBILITY OF THE CONTRACTOR.
5. DRIVEWAY CONSTRUCTION SHALL BE PER NCDOT STANDARDS.
TEMPORARY SEEDING SCHEQUE
SEEDING DATE 1 INIURE ARELL00
JAN 1 - MAY 1 RYE (GRAIN) 120 LBS/AC
MAY 1 - AUG 15 GERMAN MILLET 40 LBS/AC
AUG 15 DEC 30 RYE (GRAIN) 120 LBS/AC
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/AC GROUND AGRICULTURE LIMESTONE
AND 750 LB/AC 10--10-10 FERTILIZER (FROM AUG 15 - DEC 30, INCREASE 10-10-10 FERTILIZER TO
1000 LB/AC).
MULCH
APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TA
CCING WITH ASPHALT,NETTING, OR A MULCH
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
B TOOL.
MAINTENANCE
GROUND STABIUZATION
DRAWING LEGEND
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
(NOT SURVEYED)
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
EXISTING SETBACK -
HIGH QUALITY WATER
PROPOSED PROPERTY LINE
(HOW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10'
SLOPES STEEPER
OR LESS IN LENGTH
THAN 3:1
7 DAYS
AND ARE NOT STEEPER
THAN 2:1, 14 DAYS
ARE ALLOWED
SLOPES 3:1 OR
7—DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50
ou
FEET IN LENGTH
ALL OTHER AREAS
NONE (EXCEPT FOR
WITH SLOPES
14 DAYS
PERIMETERS AND HOW
FLATTER THAN 4:1
ZONES)
( EXISTING WETLANDS/STREAM
CONTRACTOR TO PROVIDE SILT
FENCE J -HOOK OR BERM TO
640- EXISTING GAS DIVERT RUNOFF FROM SILT
LI�NEf )MARKER FENCE TO DIVERSION DITCH
EROSION t / CONTROL NARRATIVE
LIMITS OF SPENCER SOAR AR ELECTRIC
� i
/ DISTURBANCE RECEIVING STREAM - YADKIN RIVER
/ (TYP.} CLASSIFICATION - WS®V
PROJECT NUMBER: SSR -16020
>%
DESIGNED: BY: JAMES CALQWELL, PE
\
fi / % N4 rqy XISTINGPROJECT DESCRIEIMN
�� � �ROPERTY UNE
/:" f , THE PROPOSED SPENCER SOLAR ELECTRIC POWER PLANT SITE IS LOCATED
/ %p (TYP.}
1 NORTH AND WEST OF US HIGHWAY 29 EAST O STEEPLE
� ° 6� �� � F CHASE TRAIL, AND
.a
SOUTH OF THE YADKIN RIVER INP N
S E CER. NORTH CAROLINA. CURRENTLY. THE
PROPERTY IS UNDEVELOPEDAND / WOODED. THIS PROJECT PROPOSES TH EXISTING WETLANDS E E
.INSTALLATION OF SOLAR PANELS WITH THE ASSOCIATED EQUIPMENT FOR THE
!—{TO-REEMAIN UNDISTURBED}
/ SOLAR FARM. THE TOTAL DISTURBED AREA 1S 40.33 ACRES.
ALT FENCE U'fLET LOCATED
FILE RSA AT-ALL--t4W POI T CONTRQL NOTES
RISER / RON
N
f'^ _ __ Ar �� f � .: 1. CONTRACTOR SHALL LOCATE AND VERIFY T
0 �--- , .,;, �� r /' E A ER FY HE LOCATION AND DEPTH OF ALL EXISTING
/ ^� pct
SEE SHEET C-3.1)67
UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY
E IN THIS AREA TO REMAIN. DISCREPANCIES CONFLICTS.
rqc �IN. 5' WIDE TO SATISFY
/ ✓. "
3 CR ENING REQUIREMENTS. 2. THE CONTRACTOR HALL N FY
S t}Ti NORTH CAROLINA ONE CALL 81 1 OR 1-$00-632-4949
J
AT LEAST 48 HOURS BEFORE BEGINNING ANY
EXCAVATION OR UTILITY WORK TO HAVE.
f
EXISTING UTILITIES LOCATED.
1I \
TD
l
_.
�\
3. EROSION CONTROL
D
URING SITE CONSTRUCTION WILL BE ACCOMPLISHED BY USE O
F A
SEDIMENT BASIN, SILT FENCING, SILT FENCE OUTLETS AND SILT SACKS FOR BASIN
ERM `'E -p7YDiV P
�,�%�DE-WATERING ACTIVITIES. DEVICES MUST BE EMPTIED WHEN SEDIMENT ACCUMULATION H
AS
REACHED 6 DEPTH.SILT FENCE OUTLET LOCATE
AT ALL LOW P
_ __ ... ,", s_ ✓ �°.�.� ,/,/ _, , , ,. ,.
.�,6,7
.OTi _
r 4. CONTRACTOR TO VERIFY SILT FENCEN
CE OUTLET PLACEMENT AT LOW POINTS AS THEY EX
IST OR
.. DEVELOP. ADDITIONAL SILT FENCE OUTLETS MAY DE REQUIRED TO PREVENT EROSION DURING
AND AFTER CONSTRUCTION AND LAND DISTURBANCE ACTIVITIES. IF ADDITIONAL SILT FENCE
�r
D
OUTLETS A N Y
/ RE ECESSAR CONTRACT R T T
£ Nr O O ADD ADDI IONAL SILT FENCE T P
_ " _- .._, .... f .. .. OU LETS PER
1
SILT FENCE
_ I o
JAN 1 AUG 15. REFERTrLIZE IF GROWTH IS NOT FULLY AD U R E �._/ of
ADEQUATE. RESEED, REFERTlLIZE, :AND ,., � c
rVq a l ENGINEER NCDENR EROSION CONTROL INSPECTOR W
k \ OR OWNER DIRECTION.
.ULC IMMEDIATELY FOLLOWING ,EROSION OR OTHER DAMAGE.(TYP-)
1 % Pt?RAI Y 1OlVER- ION r
5. L N
_.� ALL EROSION CONTROL MEASURES ARE N P
I // `I• 1 Y. E DESIG ED PER CRITERIA ESTABLISHED BY THE NC
DITCH ERM \
f / 'N
l
AUG 15
DEC 3 PAI _. � � EROSION AND SEDIMENT CONTROL PLANNING
E U. REPAIR AND REFERTlLIZE DAMAGE[? AREAS IMMEDIATELY_ TOP DRESS WITH ! % � I �- � � t : ,v. � _�_ ,�� ,�1,. � � ��� ®w�t�� _,. ea l \�--- _ ti , . G AiUQ DESIGN MANUAL_
MA.I NTE�fNA
CE
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTLIZE IN LATE WINTER OF THE
FOLLOWING YEAR USE SOIL TESTS OR APPLY 150 LB/AC 10-10-10 FERTILIZER. MOW
REGULARLY TO A HEIGHT OF 2-4 INCHES,.
EROSION CONTROL & GRADING LEGEND
lilillll�' SILT FENCE OUTLET
CHECK DAM
©----SF—SF—SF— SILT FENCE
CONSTRUCTION ENTRANCE/EXIT
+250.60 SPOT ELEVATION
STORM DRAINAGE
259 PROPOSED 5' CONTOUR
252 PROPOSED 1' CONTOUR
_ EXISTING 5' CONTOUR
EXISTING 1' CONTOUR
E
DRAWING LEGEND
EXISTING PROPERTY LINE
EXISTING PROPERTY LINE
(NOT SURVEYED)
EXISTING RIGHT-OF-WAY ---
-�
EXISTING SETBACK -
— — — --- — -
PROPOSED PROPERTY LINE
-� -
EXISTING FENCELINE
PERMANENT SECURITY FENCE
(W CHAIN-LINK WITH 3 STRANDS BARBED WRE)
TEMPORARY SECURITY FENCE
(6' CHAIN--UNK)
EXISTING OVERHEAD POWER UNE_
.e.
PROPOSED OVERHEAD MEDIUM
VOLTAGE LINE
ou
PROPOSED UNDERGROUND
MEDIUM VOLTAGE LINE
EU
EXISTING TREE LINE
PROPOSED TREE LINE
PROPOSED TREE CLEARING
PROPOSED SOLAR ARRAY
PROPOSED INVERTER AREA
EXISTING UTILITY POLE
0
PROPOSED UTILITY POLE (BY STRATA)
SS
PROPOSED UTILITY POLE (BY OTHERS)
0
PROPOSED GUY WIRE
C1/
-_�
i
SE
DIM >N. TATIOa Nvn�MAY
�� RESULT
ESULT
i , INnw-
RESTORATION
ESTORATION
LREQUIREMENTS.
F
E UlREM NTS.FE F?CE.1T2 dF EXCESSIVE SEDIMENT IS LEAVING THE
iSltIlT!}
EVtilA.4..t R:
ElV!CI'St"E—D� Invltt�—rAu,
C1NMER IP SEE SHEET C-3.1) JiIC

I•-
2.5:1
WITH
DIVERSION
OUTLET (
E0m
mTTWzQMr:r
LIMITS OF
DISTURBANCE
(TYP,)
SILT FENCE
(TYP.)
D SKIMMER
(SEE TABLE THIS SHEET)
30 IF 4" SCH 40 PVC
NCDOT CLASS "A"
RIPRAP OUTLET
PROTECTION
COIR BAFFLES (TYP.)
2:1 SLOPES
WITH MATTING
(TYP.)
EMERGENCY SPILLWAY
(TYP.)
E SILT FENCE OUTLET LOCATED
AT ALL LOW POINTS
(TYP.)
loo
s
TEMPaRARY DIVERSION K } Z-) L K I IN M
DITCH/BERM SEE TABLE THIS SHEET
SKIIVAMER BASIN !1111C
SEE TABLE THIS SHEET
5
D--2
EMPORARY DIVERSION
,ITCH/BERM
DIVERSION DITCH
OUTLET (TYP.)
6 7
2.5:1 SLOPES EMERGENCY SPILLWAY
WITH MATTING (TYP.)
(TYP.)
8
NCDOT CLASS "A," SILT FENCE OUTLET LOCATED
RIPRAP DISSIPATOR PADAT ALL LOW POINTS
Z(TYP.)
Wit► r +r ♦ � � _ '`*�:.."""s.�.-,..""'*� , gr '"�`*"� }
r � ,
i
r ♦ � � r fir___ � .
A
SILT FENCE
(TYP.)
LIMITS OF
DISTURBANCE
(TYP.)
TEMt�ORARY DIVERSION
SEDIMENT BASIN DESIGN! TABLE
t
RB -A RB -B
SB -C
Oto (CFS)
43.0 cfs 42.4 cfs
DITCH/BERM
Bottom Length
344 ft 340 ft
SIDEPE
6726--2:1 ---�
..-,
674.1SL
� --�`
Sediment Depth
2.5 ft 2.5 ft
2.5 ft
ABOVE B R
2.5 ft 2.5 ft
2.5 ft
Depth to Crest of Spillway
3.5 ft 3.5 ft
3.5 ft
Side Slopesl
j (TYP.)�
I L -
---"'
-,�"
DIVERSION DITCH
OUTLET (TYP,)
Height of Berm
5 ft 5 ft
5 ft
Width of Berm
8 ft 8 ft
5 ft
Top of Trap Length
369 ft 365 ft
215 ft
Top of Trop Width
65 ft 65 ft
65 ft
Storage Volume Required
23598 cf 19926 cf
17280 Of
fj
40440 cf 39960 Of
SKIMMER
18710 sf 18450 sf
11260 sf
Sediment Surface Area Prov'd
18720 sf 18510 sf
11280 sf
ti... ......
(SEE TABLE
24" RISER,_" --
Disturbed Area (AC.)
13.11 cc 11.07 cc
9.60 ac
ha
THIS SHEET)15"
--BARREL
37 1 HDPE
OIR BAFFLES
CLF
676
O 2016 STRATA SOLAR, LLC.
(SEE SHEET G3.1 ) INV. OUT 660.0
RISER
BASIN 1111'
SEE
TABLE THIS SHEET
SEDIMENT BASIN DESIGN! TABLE
SEDIMENT BASIN la
RB -A RB -B
SB -C
Oto (CFS)
43.0 cfs 42.4 cfs
34.6 cfs
Bottom Length
344 ft 340 ft
195 ft
Bottom Width
40 ft 40 ft
45 ft
Sediment Depth
2.5 ft 2.5 ft
2.5 ft
Freeboard (from Sediment Depth)
2.5 ft 2.5 ft
2.5 ft
Depth to Crest of Spillway
3.5 ft 3.5 ft
3.5 ft
Side Slopesl
2.5H:l V 2.5H:1 V
2.01-1:1V
Spillway Length
10 ft 10 ft
22 ft
Height of Berm
5 ft 5 ft
5 ft
Width of Berm
8 ft 8 ft
5 ft
Top of Trap Length
369 ft 365 ft
215 ft
Top of Trop Width
65 ft 65 ft
65 ft
Storage Volume Required
23598 cf 19926 cf
17280 Of
Storage Volume Prov'd.
40440 cf 39960 Of
25000 cf
Sediment Surface Area Req'd
18710 sf 18450 sf
11260 sf
Sediment Surface Area Prov'd
18720 sf 18510 sf
11280 sf
Drainage Area (AC.)
13.11 ac 11.07 ac
9.60 cc
Disturbed Area (AC.)
13.11 cc 11.07 cc
9.60 ac
U
Basin ID
Drawdown
Skimmer Type(s)
RB -A
3 DAYS 1
- 3 inch Skimmers with o(n) 2.75 inch orifice
RB -B
3 DAYS 1
- 3 inch Skimmers with o(n) 2.50 inch orifice
SB -C
3 DAYS 1
- 2.5 inch Skimmers with o(n) 2.50 inch orifice
H
Notes:
1. Side slopes pertain only for the vertical height from the base to the top of berm, 21-11V above that.
2. See details regarding skimmer design specifications
3. See details on silt fence baffle spacing.
c:+
0
1 7/12/16 ISSUED FOR CONSTRUCTION SMP KAS JWC
REV DATE REVISION DESCRIPTION =BYCHK APF'
40 0 40 80 03/10/2016 SEDIMENT ASI S ENLARGEMENT
SCALE: Ill - 40' !!!1 DATE I PLA
DRAWING DESCRIPTION
!; JOHN IL MCADAM
COMPAW, INC.
2905 Meridian Parkway
Durham, Nordi Carolina
IAcmw * •
1-1 KAAKyajif,
3 4 5 6 7
SEAL
E
N
N. US HWY 29
F
SALISBURY, NC 28144
i1yi8AAAA,-
ROWAN COUNTY
c:+
0
1 7/12/16 ISSUED FOR CONSTRUCTION SMP KAS JWC
REV DATE REVISION DESCRIPTION =BYCHK APF'
40 0 40 80 03/10/2016 SEDIMENT ASI S ENLARGEMENT
SCALE: Ill - 40' !!!1 DATE I PLA
DRAWING DESCRIPTION
!; JOHN IL MCADAM
COMPAW, INC.
2905 Meridian Parkway
Durham, Nordi Carolina
IAcmw * •
1-1 KAAKyajif,
3 4 5 6 7
SEAL
ELECTRICSPENCER SOLAR
N. US HWY 29
F
SALISBURY, NC 28144
i1yi8AAAA,-
ROWAN COUNTY
THIS DRAWING IS PROTECTED
PROD NO: C-254-13-SPNCR
UFTR: SMP
J�C °-
_,--
BY COPYRIGHT. THIS
SIZE: 24.0" X 36.0"
CHKD: KAS
�"
° 29977 -STRATA
DOCUMENT IS THE SOLE
PROPERTY OF STRATA SOLAR,
LLC: ANY USE; REPRODUCTION,
°DISTRIBUTION,
PUBLICATION.
PRESENTATION ISBY
SCALE: 1" - 40'
ENGR: JWC
9:C� ccl�;d
,st�i3 a° ••° °/`w
54101 Governors Drive
OR
EXPRESS PERMISSION OF
STRATASOLAR LLC.
DRAWING NO.
REVISION
` a
Suite 280
Chapel Hill, NC 27517
DO NOT SCALE DRAWINGS.
A
919-960-6015
www,stratasolar.com
USE FIGURED DIMENSIONS
ONLY.
a
NC License No.: D-0298
O 2016 STRATA SOLAR, LLC.

JAI
limm
E
EXISTING GRADE
2 3 4 5 6 7
7-71
7' 7
'rf 10C RAAM I70RAN hir'�DrU
INVERTERS Al NOTE: INVERTERS 131
SUBGRADE=697.00 ALL CUT/FILL SLOPES FOR INVERTER PADS SHALL BE MATTED SUBGRADE=677.50
TOP OF CONCRETE=699.25 WITH NAG SC250 OR ENGINEER APPROVED EQUAL IMMEDIATELY TOP OF CONCRETE --679.75
FOLLOWING CONSTRUCTION.
DC DISCONNECT TRANSFORMER
INV
-rVPIC A ERTER PAD AREA FLAT SITE I I AL CROSS SECTION
SCALE: I" = 20'
2 3 4 5
Firm
ii X'Wdl
INVERTERS C1
SUBGRADE=704.00
Tr)D nf7 rY)MrPrTf7--7f)A lcS
Imig
0 j" I [Of I m 3'a Let] I "I 14 -
2" ASPHALT SURFACE COURSE (SF -9.5A)(1 LAYER)
7" CRUSHED STONE BASE
/ / /--- COMPACTED SUBGRADE
N.T.S.
PERMANENT DRIVEWAY #1 Itz
PER NCDOT REQUIREMENTS
TM JOHN IL MCADAMS
COMPAW, INC.
i 2905 Meridtan Parkway
Dmhom, Norlh Caroftna 27713
Lic-i—mu- Wn I -
[phone] a McAd com
SEAL
7 -77
8 9
A
B
I
1
7/12/16
ISSUED FOR CONSTRUCTION
SMP
KAS
JWC
REV
DATE
REVISION DESCRIPTION
BY
CHK
APP
z
03/10/2016
INVERTER PADS, CULVERT AND
DRIVEWAY GRADING PLANS
EXISTING
PIPE
DATE
6
DRAWING DESCRIPTION
Co EXISTING
HEADWALL
SPENCER SOLAR ELECTRIC
N. US HWY 29
c
F
SALISBURY, NC 28144
\A
728 CHECK DAM
ROWAN COUNTY
_SS/
THIS DRAWING IS PROTECTED
PROD NO: C-254-13-SPNCR DFTR: SMP
A
BY COPYRIGHT. THIS
MATCH EXISTING
STRATA
DOCUMENT IS THE SOLE
PROPERTY OF STRATA SOLAR SIZE: 24.0" x 36.0" CHKD:KAS
997
726.89±
FES INV. 725.
LLC. ANY USE, REPRODUCTION,
-Z
R25'
DISTRIBUTION, PUBLICATION,
OR PRESENTATION IS BY SCALE: 1" = 20' ENGR: JWC
50101 Governors Drive
(TYP-)
STRATA SOLAR LLC, DRAWING NO. REVISION
RELOCATED
FIRE HYDRANT
Suite 280
4 A
2B TEMPORARY 70 LF 15" RtP 0 1.4 %
AFTER SITE CONSTRUCTION IS COMPLETE,
DO NOT SCALE DRAWINGS.
919-960-6015
www,stratasolar.com
CONSTRUCT NCDOT,�DRIVEWAY AND REDUCE
CO
X
I @ 2016 STRATA SOLAR, LLC.
PIPE TO 50 LF AND ADJUST GRACING AS
h4
�ry
NECESSARY
FES INV. 726.15
MATCH EXISTING
728.79±
D
CHECK DAM
N"T
ADJUST ALL UTILITY
STRUCTURES TO FINISH GRADE.
PERMANENT DRIVEWAY #1 Itz
PER NCDOT REQUIREMENTS
TM JOHN IL MCADAMS
COMPAW, INC.
i 2905 Meridtan Parkway
Dmhom, Norlh Caroftna 27713
Lic-i—mu- Wn I -
[phone] a McAd com
SEAL
7 -77
I
1
7/12/16
ISSUED FOR CONSTRUCTION
SMP
KAS
JWC
REV
DATE
REVISION DESCRIPTION
BY
CHK
APP
03/10/2016
INVERTER PADS, CULVERT AND
DRIVEWAY GRADING PLANS
DATE
DRAWING DESCRIPTION
SPENCER SOLAR ELECTRIC
N. US HWY 29
F
SALISBURY, NC 28144
\A
ROWAN COUNTY
_SS/
THIS DRAWING IS PROTECTED
PROD NO: C-254-13-SPNCR DFTR: SMP
BY COPYRIGHT. THIS
STRATA
DOCUMENT IS THE SOLE
PROPERTY OF STRATA SOLAR SIZE: 24.0" x 36.0" CHKD:KAS
997
LLC. ANY USE, REPRODUCTION,
-Z
IL L=
DISTRIBUTION, PUBLICATION,
OR PRESENTATION IS BY SCALE: 1" = 20' ENGR: JWC
50101 Governors Drive
EXPRESS PERMISSION OF
STRATA SOLAR LLC, DRAWING NO. REVISION
Suite 280
Chapel Hill, INC 27517
DO NOT SCALE DRAWINGS.
919-960-6015
www,stratasolar.com
USE FIGURED DIMENSIONS
ONLY,
NC License No.: D-0298
I @ 2016 STRATA SOLAR, LLC.
8
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6
3
4
NOTE,
GROUND
i
__ _ _ 8'-0" MAXIMUM °^~�
IMUM 12-1/2 GAUGE
RMEDIATE WIRES
GRADE
SiLT FENCE MAINTENANCE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE
FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
STEEP CUT OR FILL SLOPE
SIDE SLOPES
2 : 1 (MAXIMUM)
PLAN VIEW
STANDARD DIVERSION DITCH
TEMPORARY DIVERSION MAINTENANCE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE.
CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED.
WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND
APPROPRIATELY STABILIZE IT.
STANDARD CONSTRUCTION ENTRANCE
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE
MAINTAIN THE GRAVEL PAD iN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SiTE,
THiS MAY REQUIRE PERIODIC TOP DRESSING WITH 2 -INCH STONE.
AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED WASHED OR TRACKED ONTO ANY ROADWAYS.
NOTES:
1. A FILTER BLANKET iS TO BE INSTALLED BETWEEN THE RIPRAP
AND SOIL FOUNDATION. THE FILTER BLANKET WiLL CONSIST
OF A MINIMUM 4" THICK LAYER OF STONE (NCDOT 57)
UNDERLAIN WITH NON -WOVEN GEOTEXTILE PER THE
SPECIFICATIONS ON THIS SHEET (OR APPROVED EQUIVALENT).
NCDOT CLASS "A" RIPRAP
41 x 3'W x 9" THICK
12"0 HDPE DRAIN
3'
4'
PLAN
12"0 HDPE
9„ LAYER OF
` CLASS "A"
RIP -RAP
FILTER. BLANKET
FILTER BLANKET
(SEE NOTE) SECTION A—A
TYPICAL DISSIPATER DETAIL (NTS)
FRONT VIEW
STEEL FENCE POST
FRONT VIEW
2
3
4
NOTE,
GROUND
SILT FENCE OUTLETS TO BE
3) Self Inspection and Reporting Requirements
INSTALLED EVERY 100 LF ALONG
TO BE LOCATED 10' FROM NQIUmonitoring,
SILT FENCE WHEN SLOPES ARE
STEEL POST
DRAINING TOWARDS THE FENCE.
STEEL FENCE POST
WIRE FENCE
T
Division of Water Quality.
TOE 4F SLOPE. IF NOT 1. USE MINIMUM 16 IN. DIAMETER COIR FIBER WATTLE AND LENGTH OF 10 Ft
WOVEN WIRE FABRIC
the .impaired Stream. List for Sediment -related
a) A rain gauge shall be maintained in good working order on the site unless another rain -monitoring device has
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA
IA
SILT FENCE FABRIC
causes, and a Total Maximum Daily .Load (TMDL) has been .prepared
for those .pollutants, the permittee .must
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
b) A written record of the doily rainfall amounts shall be retained and all records shall be made available to Division
3. USEFT. WOODEN STAKES WITH A. 2 IN, BY 2 IN. NOMINAL CROSS
implement. measures to ensure that the discharge of pollutants from
the site is consistent .with the assumptions and
AREAS OF CONCENTRATED FLOW.
of Water Quality or authorized agent upon request. If no doily rain gouge observations ;are made during weekend or
.3
SECTION.
meets the requirements of the approved TMDL The Division of
Water Quality 303(d) list can be found at:
!-
INSET A
holiday periods, and no individual -day rainfall information is available, the cumulative rain measurement for those
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO
- 0
26„
SALISBURY, NC 28144
FILL SLOPE
un -attended days will determine if a site inspection is needed. (Note; if no rainfall occurred; the permittee must
PROVIDE STORAGE VOLUME FOR THE NEXT RAIN
ROWAN COUNTY
AAa�rr
�8k4a
THE JOHN P. MCAD
record "zero")
5, PROVIDE STAPLES MADE OF 0.125. IN. DIAMETER STEEL WIRE FORMED INTO
AND TO REMOVE PRESSURE ON THE SILT
IA IIAJ�A
c) Erosion and sedimentation control measures shall be inspected to ensure that they are operating correctly.
F In f
al d Egli
Ilr1ti 1 'l ? A U SHAPE NOT LESS THAN 12" IN LENGTH.
FENCE.
Inspection records must be maintained for each inspection event and for each measure. At a minimum, inspection of
j
6. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES
2905 Meridian Parkway
measures must occur at the frequency indicated below:
Durham 27'713
" `
�+ � ` ���
GRADE
i) All erosion and sedimentation control measures must be inspected by or under the direction of the permittee at
Cil
C-
BURY WIRE FENCE,
777
6" MINIMUM COVER
FILTER FABRIC,
ii) All erosion and sediment control measures must be inspected by or under the direction of the permittee within
Suite 28t1
OVER SKiRT
AND HARDWARE
CLOTH IN TRENCH
24 hours after any storm event, any storm event or greater than 0.50 inches within 24 hour period.
2'-O"
d) Once land disturbance has begun on the site, stormwater runoff discharge outfolls shall be inspected by
POST. SILT FENCE
observation for erosion, sedimentation and other stormwater discharge characteristics such as clarity, floating solids
919-964-6015
www.stratasoiar.com
ANCHOR SKIRT AS DIRECTED
BY ENGINEER
and oil sheens. Inspections of the outfolls shall be made at least once every seven calendar days and within 24
SEAL
hours after any storm event of greater than 0.50 inches of rain per 24 hour period. ,
O 2016 STRATA SOLAR, LLC.
3' WOODEN
SEE INSET ASTAKE {TYP}
e) Inspections are only required to be made during normal business hours. When adverse weather conditions would
SIDE VIEW
cause the safety of the inspection personnel to be in jeopardy, the inspection can be delayed until this deemed safe
SLOPE
9
STANDARD TEMPORARY SILT FENCE
IMUM 12-1/2 GAUGE
RMEDIATE WIRES
GRADE
SiLT FENCE MAINTENANCE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE
FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
STEEP CUT OR FILL SLOPE
SIDE SLOPES
2 : 1 (MAXIMUM)
PLAN VIEW
STANDARD DIVERSION DITCH
TEMPORARY DIVERSION MAINTENANCE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE.
CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED.
WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND
APPROPRIATELY STABILIZE IT.
STANDARD CONSTRUCTION ENTRANCE
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE
MAINTAIN THE GRAVEL PAD iN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SiTE,
THiS MAY REQUIRE PERIODIC TOP DRESSING WITH 2 -INCH STONE.
AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED WASHED OR TRACKED ONTO ANY ROADWAYS.
NOTES:
1. A FILTER BLANKET iS TO BE INSTALLED BETWEEN THE RIPRAP
AND SOIL FOUNDATION. THE FILTER BLANKET WiLL CONSIST
OF A MINIMUM 4" THICK LAYER OF STONE (NCDOT 57)
UNDERLAIN WITH NON -WOVEN GEOTEXTILE PER THE
SPECIFICATIONS ON THIS SHEET (OR APPROVED EQUIVALENT).
NCDOT CLASS "A" RIPRAP
41 x 3'W x 9" THICK
12"0 HDPE DRAIN
3'
4'
PLAN
12"0 HDPE
9„ LAYER OF
` CLASS "A"
RIP -RAP
FILTER. BLANKET
FILTER BLANKET
(SEE NOTE) SECTION A—A
TYPICAL DISSIPATER DETAIL (NTS)
a
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
I 11J
FRONT VIEW
STEEL FENCE POST
1
2
3
4
a
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
I 11J
FRONT VIEW
STEEL FENCE POST
named on the state's 303(d) list as impaired for sediment -related
SET MAX 2' APART
MIN. 18" INTO SOLiD
NOTE,
GROUND
SILT FENCE OUTLETS TO BE
3) Self Inspection and Reporting Requirements
INSTALLED EVERY 100 LF ALONG
TO BE LOCATED 10' FROM NQIUmonitoring,
SILT FENCE WHEN SLOPES ARE
Minimum self -inspection and reporting requirements are as follows unless otherwise approved in writing by the
DRAINING TOWARDS THE FENCE.
STEEL FENCE POST
WIRE FENCE
03/10/2016
Division of Water Quality.
7
records must record that evidence and actions taken to reduce sediment contribution. Sites discharging to streams
named on the state's 303(d) list as impaired for sediment -related
causes may be required to perform additional
1 7112116
CONTRACTOR'S INSPECTION REQUIREMENTS OF EROSION CONTROL MEASURES:
practices if it is determined that the additional
3) Self Inspection and Reporting Requirements
TO BE LOCATED 10' FROM NQIUmonitoring,
SILT FENCE
Minimum self -inspection and reporting requirements are as follows unless otherwise approved in writing by the
03/10/2016
Division of Water Quality.
TOE 4F SLOPE. IF NOT 1. USE MINIMUM 16 IN. DIAMETER COIR FIBER WATTLE AND LENGTH OF 10 Ft
covered by this permit .enters a stream segment that is listed on
the .impaired Stream. List for Sediment -related
a) A rain gauge shall be maintained in good working order on the site unless another rain -monitoring device has
EROSION CONTROL DETAILS
IA
been approved by the Division of Water Quality.
causes, and a Total Maximum Daily .Load (TMDL) has been .prepared
for those .pollutants, the permittee .must
b) A written record of the doily rainfall amounts shall be retained and all records shall be made available to Division
3. USEFT. WOODEN STAKES WITH A. 2 IN, BY 2 IN. NOMINAL CROSS
implement. measures to ensure that the discharge of pollutants from
the site is consistent .with the assumptions and
SOLARLST
of Water Quality or authorized agent upon request. If no doily rain gouge observations ;are made during weekend or
.3
SECTION.
meets the requirements of the approved TMDL The Division of
Water Quality 303(d) list can be found at:
N, US HWY 29
INSET A
holiday periods, and no individual -day rainfall information is available, the cumulative rain measurement for those
4. INSTALL A MINIMUM OF 2 UPSLQP£ STAKES AND 4 DOWNSLOPE STAKES AT
httD: h20.enr.state.nC.USltmdlZGeneral 3Qd him/
SALISBURY, NC 28144
un -attended days will determine if a site inspection is needed. (Note; if no rainfall occurred; the permittee must
AN ANGLE Yo WEDGE WATTLE TO GROUND.
ROWAN COUNTY
AAa�rr
�8k4a
THE JOHN P. MCAD
record "zero")
5, PROVIDE STAPLES MADE OF 0.125. IN. DIAMETER STEEL WIRE FORMED INTO
IA IIAJ�A
c) Erosion and sedimentation control measures shall be inspected to ensure that they are operating correctly.
F In f
al d Egli
Ilr1ti 1 'l ? A U SHAPE NOT LESS THAN 12" IN LENGTH.
4
Inspection records must be maintained for each inspection event and for each measure. At a minimum, inspection of
j
6. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES
2905 Meridian Parkway
measures must occur at the frequency indicated below:
Durham 27'713
" `
�+ � ` ���
2"-4" TRENCH
i) All erosion and sedimentation control measures must be inspected by or under the direction of the permittee at
Cil
C-
BURY WIRE FENCE,
least once every seven calendar days, and
EXPRESS PERMISSION OF
STRATA DRAWiNG NO. REVISION
FILTER FABRIC,
ii) All erosion and sediment control measures must be inspected by or under the direction of the permittee within
Suite 28t1
SOLAR LLC.
AND HARDWARE
CLOTH IN TRENCH
24 hours after any storm event, any storm event or greater than 0.50 inches within 24 hour period.
Chapel Hill, NC 27517
d) Once land disturbance has begun on the site, stormwater runoff discharge outfolls shall be inspected by
POST. SILT FENCE
observation for erosion, sedimentation and other stormwater discharge characteristics such as clarity, floating solids
919-964-6015
www.stratasoiar.com
STAKE
and oil sheens. Inspections of the outfolls shall be made at least once every seven calendar days and within 24
SEAL
hours after any storm event of greater than 0.50 inches of rain per 24 hour period. ,
O 2016 STRATA SOLAR, LLC.
3' WOODEN
SEE INSET ASTAKE {TYP}
e) Inspections are only required to be made during normal business hours. When adverse weather conditions would
cause the safety of the inspection personnel to be in jeopardy, the inspection can be delayed until this deemed safe
SLOPE
9
to perform these duties. (Times when inspection were delayed because of safety issues should be noted in the
Inspection Record). If the inspection cannot be done on that day, it must be completed on the following business
day.
HARDWARE CLOTH '6s GRAVEL HEIGHT 16" MiN.
OR 2x12" COMPOST SOCK f} Twenty-four Hour Reporting for visible sediment deposition
FILTER OF 57 WITH WOOD CHiPS OR i} The permittee shall report to the Division of Water Quality central office or the appropriate regional office any
ENGINEER APPROVED EQUAL
WASHED STONE Ovisible sediment being deposited in any stream or wettand or any noncompliance which may endanger health or
the environment. (See Section Vill of this permit for contract information.) Any Information shall be provided orally
or electronicallywithin 24 hours from the time the permittee became aware of the circumstances. B
3' FILTER FABRIC
ON GROUND ii} A written submission shah be provided to the appropriate regional office of the Division of Water Quality within 5
days of the time the permittee becomes aware of the circumstances. The written submission shall contain a
description of the sediment deposition and actions taken to address the cause f thedeposition. The Div's ion of
p p c d e o s
Water Quality staff may waive the requirement for a written report on a case-by-case basis.
g) Records of inspections mode during the previous 30 days shall remain on the site and available for agency
BURY WIRE FENCE AND HARDWARE CLOTH BURY 6" OF UPPER EDGE OF inspectors at ail times during normal working hours, unless the Division of Water Quality provides a site. --specific
FILTER FABRIC IN TRENCH exemption based on unique site conditions that make this requirement not practical. Older records must be maintained
SECTION VIEW for a period of three years after project completion and made available upon request. The records must provide the
details of each inspection including observations, and actions taken in accordance with this permit. The permittee shall
record the required rainfall and monitoring observations on the Inspection Record form provided by the Division or a
STANDARD SILT FENCE OUTLET similar inspection form that is inclusive of all of the elements contained in the Division's form. Use of
electronically-ovaiiable records, in lieu of the required paper copies for inspection will be allowed if shown to provide
equal access and ut8ility as the hard -copy records.
h) Inspection records must include, at a minimum, the following:
SILT FENCE OUTLET MAINTENANCE
REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL MAKE ANY REQUIRED REPAIRS
IMMEDIATELY
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRiNG THE AREA TO GRADE AND STABILIZE
IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
i) Control Measure Inspections: Inspection records must include at a minimum: 1) identification of the measures
inspected, 2) date and time of the inspection, 3) name of the person performing the inspection, 4) indication of
whether the measures were operating properly, 5) description of maintenance needs for the measure, 6)
corrective actions taken (7) date of actions token, as well as the date and amounts of rainfall received.
ii) Stormwater Discharge Inspections: Inspection records must include at a minimum: 1) identification of the
discharge outfoll inspected, 2) date and time of the inspection, 3) name of the person performing the inspection,
4) evidence of indicators of stormwater pollution such as oil sheen, floating or suspended solids or discoloration,
5) indication of visible sediment leaving the site 6) actions taken to correct/prevent sedimentation and 7) date
of actions taken.
iii) Visible Sedimentation Found Outside the Site Limits: Inspection records must include: 1) on explanation as to the
actions taken tocontrol future releases, 2} actions taken to clean up or stabilize
the sediment that has left the
site limits and 3) the dote of actions taken.'
iv) Visible Sedimentation Found in Streams or Wetlands: All inspection should include evaluation of streams or
wetlands onsite or offsite (where accessible) to determine if visible sedimentation has occurred
i Visible Stream Turbidit - If the dischor e form a site results in an increase in visible stream turbidity ins ection
Y 9 Y P
5 6
records must record that evidence and actions taken to reduce sediment contribution. Sites discharging to streams
named on the state's 303(d) list as impaired for sediment -related
causes may be required to perform additional
1 7112116
inspections or application of more -stringent management
practices if it is determined that the additional
TO BE LOCATED 10' FROM NQIUmonitoring,
requirements are needed to assure compliance with the federal or
state impaired -waters conditions. If a discharge
03/10/2016
TOE 4F SLOPE. IF NOT 1. USE MINIMUM 16 IN. DIAMETER COIR FIBER WATTLE AND LENGTH OF 10 Ft
covered by this permit .enters a stream segment that is listed on
the .impaired Stream. List for Sediment -related
EROSION CONTROL DETAILS
AVAILABLE THEN A MINIMUM 2. EXCAVATE A.2 TO 4 INCH. TRENCH FOR WATTLE TO BE PLACED,
OF 5'.
causes, and a Total Maximum Daily .Load (TMDL) has been .prepared
for those .pollutants, the permittee .must
DRAWING DESCRIPTION
3. USEFT. WOODEN STAKES WITH A. 2 IN, BY 2 IN. NOMINAL CROSS
implement. measures to ensure that the discharge of pollutants from
the site is consistent .with the assumptions and
SOLARLST
.3
SECTION.
meets the requirements of the approved TMDL The Division of
Water Quality 303(d) list can be found at:
N, US HWY 29
INSET A
4. INSTALL A MINIMUM OF 2 UPSLQP£ STAKES AND 4 DOWNSLOPE STAKES AT
httD: h20.enr.state.nC.USltmdlZGeneral 3Qd him/
SALISBURY, NC 28144
FF
AN ANGLE Yo WEDGE WATTLE TO GROUND.
ROWAN COUNTY
AAa�rr
�8k4a
THE JOHN P. MCAD
j
�` �: de''
5, PROVIDE STAPLES MADE OF 0.125. IN. DIAMETER STEEL WIRE FORMED INTO
COMPANY, C.BY
F In f
al d Egli
Ilr1ti 1 'l ? A U SHAPE NOT LESS THAN 12" IN LENGTH.
4
STRATA
j
6. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES
2905 Meridian Parkway
OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL
Durham 27'713
" `
�+ � ` ���
2"-4" TRENCH
DISTRIBUTION. PUBLICATION, SCALE: N.T.S. ENGR: JWC
OR PRESENTATION IS BY
Cil
C-
7, INSTALL TEMPORARY SILT FENCE IN ACCORDANCE WITH DETAILS SHOWN,
50141 Governors Drive
EXPRESS PERMISSION OF
STRATA DRAWiNG NO. REVISION
16" WATTLE
Suite 28t1
SOLAR LLC.
SILT FENCE
Chapel Hill, NC 27517
UPSLOPE
POST. SILT FENCE
919-964-6015
www.stratasoiar.com
STAKE
POST
SEAL
NC License No.: D-0298
O 2016 STRATA SOLAR, LLC.
3' WOODEN
SEE INSET ASTAKE {TYP}
2" SILT FENCE
$
SLOPE
9
STAPLE STAKE LOPE 12"-1
1'
16" WATTLE
SLE VIEW VIEW FROM SLOPE
MAINTENANCE
1. INSPECT SEDIMENT FENCE OUTLETS AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL, MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE, NEAR AN OUTLET, COLLAPSE, TEAR, DECOMPOSE OR BECOME tNEFFECTM, REPLACE IT PROMPTLY,
3. REMOVE SEDIMENT DEPOSITS As NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE OUTLET
DEVICE. TAKE CARE TO AVOID UNDERMINING THE FENCE AND/OR WATTLE DURING CLEANOUT.
4. REPLACE THE WATTLE OUTLET TO DIMENSIONS SHOWN ABOVE IF OUTLET BECOMES EXCESSIVELY CLOGGED NTH SEDIMENT.
5. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE
AREA HAS BEEN PROPERLY STABILIZED,
TEMPORARY SILT FENCE _ COIR WATTLE CUTLET
NJ.S:
5 6
E
1 7112116
ISSUED FOR CONSTRUCTION SNIP KAS JWC
REV DATE
REVISION DESCRIPTION BY CHK API'
03/10/2016
EROSION CONTROL DETAILS
DATE
DRAWING DESCRIPTION
SOLARLST
N, US HWY 29
F
SALISBURY, NC 28144
ROWAN COUNTY
AAa�rr
�8k4a
THE JOHN P. MCAD
j
�` �: de''
THIS DRAWING IS PROTECTED
COMPANY, C.BY
PROD NO: C-264-13-SPNCR DFTR: SMP
COPYRIGHT. THIS
4
STRATA
DOCUMENT IS THE SOLE
PROPERTY OF STRATA SOLAR, SIZE: 24.0" X 36.0" CHKD: KAS
2905 Meridian Parkway
LLC. ANY USE, REPRODUCTION,
Durham 27'713
" `
�+ � ` ���
DISTRIBUTION. PUBLICATION, SCALE: N.T.S. ENGR: JWC
OR PRESENTATION IS BY
Cil
C-
bQ
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50141 Governors Drive
EXPRESS PERMISSION OF
STRATA DRAWiNG NO. REVISION
} 733- 1VI o.Coz�
Suite 28t1
SOLAR LLC.
Chapel Hill, NC 27517
CIO NOT SCALE DRAWINGS.
919-964-6015
www.stratasoiar.com
USE FIGURED DIMENSIONS
ONLY. C4.0
SEAL
NC License No.: D-0298
O 2016 STRATA SOLAR, LLC.
7
$
9

i 2 3 4 _ _5 6 7
TOP OF DIVERSION DITCH
BOTTOM
a r • DIVERSION DITCH
i "iDIVERSION
ITCH • FABRIC LINED CHANNEL
A
TOP OF SKIMMER BASIN BANK
TOP • - CHANNEL
.'i:_�, OF
LIVE DIVERSION DITCH AND SLOPE WITH --f
30—MIL POLY LINER FOR FULL WIDTH.
INSTALL PER EROSION CONTROL MATTING B B
DETAIL — SEE THIS SHEET
EARTH DIVERSION DITCH -----,_ y
Cl
6' p — MATCH BOTTOM
8,
QQ
6 -
LIVE DIVERSION DITCH AND '
30—MIL POLY LINER FOR I•VLL, WIUIM.
INSTALL PER EROSION CONTROL MATTING
DETAIL — SEE THIS SHEET
FILTER FABRIC
NCDOT CLASS "A#
p p p RIPRAP APRON
8'
B
DIVERSIOIN ru"ITCHOUTLET,
AT SEDIMENT I
T
FLEXIBLE JOINT
(RADIATOR HOSE)
OUTLET END: CONNECTION —7
TO OUTLET PIPE OR RISER t
x ` ? IN TRENCH
Y
6" KIN
!HAL
MATTING $L BE STAPLES 0
PLACED IN TRENCH 9' 01ENTEW
AND BACKFILLED IN TRENCH
�IAGmtAVI
e
Staple Cl-eck Pattern
Stop s � I �
ry }—
Stap
le ly
®z� -"IAGRAM
NOTES:
THIS DETAIL APPLIES TO STRATI, EXIMLSIOR, AND PE E1IT SOIL REINFORCEMENT RAT (P,SRY) INSTALLATION.
STAPLES SHAM 13E NO. 11 &WGF STSEL WIRE FORKED INTO A "U" SHAPE WITH A MINIMUM THROAT WTOTH OF 1
INCH AND NOT LESS THAN G INCHES IN 1.E49TH...
VENT
SCREEN ACCESSIBLE
THROUGH DOOR
BARREL PIPE LONGER THAN
SHOWN.
4
9�
_8
9
EXISTING SLOPES
�� { 4I
I�-
- fiIT�
Ii
VARIES
a.s'-1'
II c-
5 WASHED
NOTE: HEIGHT AND WIDTH DETERMINED
BY EXISTING TOPOGRAPHY AND
STONE
SEDIMENT STORAGE REQUIRED.
KEYED
RAP
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
lRIP
JJ�I I lj f--
I
i(1
FRONT VIEW
1 RIP RAP t
TOP ELEVATION OF STORMWATER
#5 WASHED
STONE
1 MAX
'�-`I1
fi I -
VARIES>
VARIES
SIDE VIEW
B
STONE DAM
SCALE: NTS
STANDARD TEMPORARY CHECK DAM
35%
¢y
25%
QQyy
15�
-- STEEL POST
y '
t
C
PERSPECTIVE VIEW
NTS
CONSTRUCTION SPECIFICATION
1, GRACIE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO SIDE.
2. INSTALL POSTS OR SAW HORSES ACROSS THE WIDTH OF THE SEDIMENT TRAP.
3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED AT A MAXIMUM OF 4
FEET APART, AND INSTALLED UP THE SIDES OF THE BASIN AS WELL. THE TOP OF THE FABRIC
SHOULD BE 6 INCHES HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS OF BAFFLES SHOULD
BE 2 INCHES LOWER THAN THE TOP OF THE BERM.
4, INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET DISCHARGE POINT.
5. WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE MEASURE TO
PREVENT SAGGING.
6. WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR MATERIAL, OVER A SAWHORSE OR THE TOP
WIRE. HAMMER REBAR INTO THE SAWHORSE LEGS FOR ANCHORING. THE FABRIC SHOULD HAVE
FIVE TO TEN PERCENT OPENINGS IN THE WEAVE; ATTACH FABRIC TO A ROPE AND A SUPPORT
STRUCTURE WITH SIP TIES, WIRE, OR STAPLES.
7. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR PINNED WITH 8
INCH EROSION CONTROL MATTING STAPLES.
8. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN.
POROUS BAFFLE INSTALLATION DETAIL
BAFFLES MAINTENANCE
INSPECT BAFFLES AT LEAST WEEKLY AND AFTER EACH RAINFALL EVENT. 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 PROMPTLY,
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT
RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT.
SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH -
E
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT
1 7112/16 ISSUED FOR CONSTRUCTION SMP KAS JWC
REV DATE REVISION DESCRIPTION BY CHK APP
03/10/2016 EROSION CONTROL DETAILS
DATE .DRAWING DESCRIPTION
SPENCER SOLAR ELECTRIC
N. US HWY 29 F
o®�'®gtisoff SALISBURY, NC 28144
ROWAN COUNTY
IM JOHN IL McADAM°
INC.
�'y. THIS DRAWING IS PROTECTED PROS 1110: C-254-1 J-SPNCI� I�FTPs; KAS
CONPAW, C. 4• ° _ BY COPYRIGHT. THIS
4 ° & DOCUMENT IS THE SOLE
PROPERTY OF STRATA SOLAR; SIZE: 24:0" X 56:0" CHKD: KAS
2905 Meridian Parkway 29 7 STRATA LLC. ANY USE, REPRODUCTION,
r N G 27713 � .°���,` °
DISTRIBUTION, PUBLICATION, SCALE: N.T. S. ENGR; JWC
e No.: C-0293 t �
, qY�j I ���"° r � a� OR PRESENTATION IS BY
d s �y °°° ! EXPRESS PERMISSION OF DRAWING NO. REVISION
l ) 733- 6 IN Me sCo.com f�®�� •••< �'ID `4e�x 50101 Governors Drive Suite 280 STRATA SOLAR LLC.
' Chapel Hill, NC 27517 DO NOT SCALE DRAWINGS.
919-960-6015 USE FIGURED DIMENSIONS
www.stratasolar.com ONLY.
SEAL NC License. No.: D-0298 O 2016 STRATA SOLAR, LLC...