NCC214979_Site Plan or Location Map_20210902

1.UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT a
CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS
AND SPECIFICATIONS OF LATEST VERSION OF THE NORTH CAROLINA EROSION AND SEDIMENT 0
CONTROL PLANNING DESIGN MANUAL. ix
2.THE CONTRACTOR SHALL APPLY PERMANENT OR TEMPORARY SOIL STABILIZATION TO ALL DENUDED Q
M"M�� cM
-E.,,,
�� SITE OR DISTURBED AREAS WITHIN 7 DAYS OF THE LAST LAND DISTURBING ACTIVITY FOR THE
'd F°^��ia81tl ' LOCATION PERIMETER DIKES, SWALES, DITCHES AND SLOPES, HIGH DUALITY WATER (HWQ) ZONES AND SLOPES
STEEPER THAN 3:1. SOIL STABILIZATION MUST ALSO BE APPLIED TO DENUDED OR DISTURBED
c a�Tkxx
'Arv�xk may' AREAS WITHIN 14 DAYS OF THE LAST LAND DISTURBING ACTIVITY FOR SLOPES 3:1 OR FLATTER
AND OTHER AREAS WITH SLOPES FLATTER THAN 4:1. SOIL STABILIZATION MEASURES INCLUDE o¢
6.
BE PAVED.
VEGETATIVE ESTABLISHMENT, MULCHING AND THE EARLY APPLICATION OF GRAVEL BASE MATERIAL
ON AREAS T3.ALL EROSIONO
OAND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO OR AS THE
FIRST STEP IN CONSTRUCTION. I
*
IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE INSPECTIONS AND 4-THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND STORM OUTFALLS BE
INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND WITHIN 24 HOURS OF A 5 INCH RAIN EVENT.
�°o t nn s, f
' _• N�u MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZATION, EVIDENT BY 95% VEGETATIVE GROWTH
FOR AREAS PROVIDED SEEDING. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE.
o-s �` SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALFWAY TO Z
O
FACILITATE RAINFALL MONITORING A RAIN GAUGE IS REQUIRED TO BE ON SITE. ONCE STABILIZATION
THE TOP OF THE BARRIER. TAKE CARE TO AVOID UNDERMINING THE FENCE; DURING CLEANOUT. TO
HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO BE KEPT AND ALL TEMPORARY 5
EROSION/SEDIMENTATION CONTROL DEVICES REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR z W
MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS. ANY CHANGES MUST BE APPROVED BY D EK
�` ri,
THE STATE PRIOR TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION CONTROL PLAN, a
\� LETTER OF APPROVAL, AND NPDES CONSTRUCTION PERMIT MUST BE MAINTAINED BY THE IY
0
, \.))
' O CCTION �
5.
l - - PT
THECC NTE❑RACTOR BY A STONESHALL CONSTRUCTION
SfTEACCESS ENTRANCBYE.ONSTR SEDIMENT SHALLVEHICLES BE REMOVED ENTRANCES FROM PAVED o
VICINITY MAP AREAS ON A DAILY BASIS.
NIS U S GOVERNMENT PROPERTY 6.STOCKPILES ❑F SOIL AND OTHER ERODIBLE MATERIALS SHALL BE STABILIZED OR PROTECTED WITH
SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY
CONTRACTOR.
❑B03361PG0061 PROTECTION AND PERMANENT STABILIZATION FOR STOCKPILES ON SITE AS 'WELL AS FOR
\ (...._ HANCOCK CREEK MATERIALS TRANSPORTED FROM THE PROJECT SITE. '
f 7.THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST INCLUDING (BUT
NOT LIMITED TO) USE OF WATER, MULCH, OR CHEMICAL DUST ADHESIVES AND CONTROL OF
�_ 8.EFFLUENT SITECONSTRUCTION FROMDE--WATER DE-WATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN
� � APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT
�
ADVERSELY AFFECT ADJACENT PROPERTIES, WETLANDS, WATERWAYS OR THE STORM DRAINAGE
SYSTEM.
�~~ 9.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ANY ADDITIONAL(1. -.\)\
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED
41) r\ C-----__ 'N)
x.___
NECESSARY BY THE PLAN APPROVING AUTHORITY, I
10,TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE NOT TO BE REMOVED UNTIL ALL
DISTURBED AREAS ARE STABILIZED. AFTER STABILIZATION IS COMPLETE. ALL MEASURES SHALL BE
REMOVED WITHIN 30 DAYS, TRAPPED SEDIMENT SHALL BE SPREAD AND SEEDED.
11. ANY SEDIMENT THAT HAS BEEN TRANSPORTED BEYOND THE PROJECT LIMITS SHALL BE REMOVED.
RESPONSIBLE MAINTENANCE CONTACT: MYRON MEADOWS 252-633-2424.
12.MINIMIZE THE AMOUNT OF EXPOSED AREAS DURING CONSTRUCTION. MAXIMUM AMOUNT OF
EXPOSED AREA SHALL BE 14 ACRES.
CONSTRUCTION SEQUENCE:
PROPERTY.LINE THIS IS AN EXISTING CONSTRUCTION LAI DOWN YARD WHICH
HAS BEEN IN OPERATION FOR 50+ YEARS. THE FOLLOWING
.� �- ti � _. t IIIGGG SEQUENCE WILL SE UTILIZED TO PROVIDE NECESSARY
ENVIRONMENTAL MEASURES.
- - - - 1.CONTACT NC DEPT OF ENVIRONMENT & NATURAL
RESOURCES TO BEGIN PLACING MEASURES.
2.INSTALL TEMP CONSTRUCTION ENTRANCE.
EA- TREE LINE
3.INSTALL SILT FENCE, AREA 2.
4.PERMANEN T SEED AREA 1.
5,INSTALL SEDIMENT BASIN FOR AREA 2. `r�:Ill/O 111�'f>
''/
6.INSTALL DIVERSION DITCHES FOR AREA 2. ��\\ .R '1',/
7.AREA 2 WILL STAY IN OPERATION AS A CONSTRUCTION ' '$�DiPRCPERTY LINELAY DOWN YARD. I p.9EALUNITED STATES GF AMERICA i RUNS lV/CRCEIf B.AT TIME TRADER PLANS TO CEASE OPERATIONS AT THIS 4 • 7 z
PROPERTY, THE CONSTRUCTION YARD WILL BE GRADED TO
DB10151PG0786 c ri TRADER CONSTRUCTION CQ [ ( o�,AN AND SEEpI=D. U�'ON S£EDENG COMPLETION, THE �e � y� .'o��
( ❑B31691PG0728 SILT FENCE WOULD BE REMOVED. • . . . •
EX TREE LINE /�r rPA G.
E -P\\ti
f EROSION CONTROL MAINTENANCE PLAN: �'��'�i
v cril.., 1.INSPECT FENCES AT LEAST ONCE A WEEK AND AFTER „ as
' EACH RAINFALL. MAKE ANY REQUIRED REPAIRS a rsl F=
IMMEDIATELY. U Cr
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2.SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, N�'
EC - 2 / EC - .
TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT si.. C,; ., �� B
IMMEDIATELY. 4 c •
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ICI F-' �- ❑_
3.REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE W •'
i , BEST SAND & GRAVEL INC ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO C.)pg
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID W
DB3549/PG0204ii
UNDERMINING THE FENCE DURING CLEANOUT. g.•;R;
. .
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4.REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT ■■ U CND
p DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE �� 2 3
! IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN �-
EX TREE LINE PROPERLY STABILIZED. 4 Lti 0
5.RESPONSIBLE FOR EROSION CONTROL MAINTENANCE: w
} -cle?
TRADER CONSTRUCTION CO„ 252-633-2424
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C. HUDDLE, PE; MYRON P. MEADOWS, PE
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- - - GENERAL SITE NOTES:
�� HWY 101 1.NO WETLANDS EXIST WITHIN THE PROJECT LIMITS.
- - - - - - - - - 2.AREAS SHOWN IN ACRES. W
' - - 3.THE RECEIVING WATER COURSE FOR THIS H-
PROJECT IS HANCOCK CREEK. Cr7
CLASSIFICATION SC; SW; NSW;
-- - -- -- -_ _ STREAM INDEX 27-115.
�- - - - - v NEUSE RIVER BASIN 5
_______ _ SOILS: POORLY GRADED, AUTRYVILLE LOAMY Q
71' SAND PRODOMINATE } d
r = Q
\ z 0 0
` SURVEY NOTES: Q O
1.TOPOGRAPHIC SURVEY PREPARED BY MYRON P. c z
WEYERHAEUSER COMPANY MEADOWS, PLS, REGISTRATION NUOBER L-5192. ---
2.THE EXISTENCE, SIZE AND/OR LOCATION OF U
DB03701PG0061 UTILITIES ARE NOT GUARANTEED BY THIS SURVEY. Z I-
3.UTILITIES SHOWN ARE BASED ON ABOVE GROUND Z O
STRUCTURES AND STATION PROVIDED GEOGRAPHIC 0 (J5
INFORMATION SYSTEMS DATA. THE CONTRACTOR 0 O
SHALL FIELD VERIFY THE LOCATION OF ALL
UTILITIES PRIOR TO CONSTRUCTION. W Lii
4.ELEVATIONS ARE IN FEET AND REFER I TO NORTH p
AMERICAN VERTICAL DATUM (NAVD) 1988 AND Q
ARE BASED NORTH CAROLINA CONTROL, AND CC
\---- ---- --__ .___ ESTABLISHED WITH GPS.
5.COORDlNATES SHOWN REFER TO NORTH CAROLINA
STATE PLANE COORDINATES (NAD 1983/2007)
AND ARE BASED OFF NORTH CAROLINA CONTROL
'
AND ESTABLISHED WITH GPS.
1
PROJECT NO: CE2021_101 PIT
DATE: 07/22/2021
Y
DRAWN SURVEY BY:B : J.J. #SACHS UTRI LL
-.4141
CHECKED BY: M. MEADOWS
IAPPROVED BY: C. HUDDLE
SCALE: 1" = 100'
DRAWING NO.:
J SHEET 1 OF 4
0' 100' 200' 300' 1

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_ EX GATE
- PROJECT
Q7/N0: CE202122/2021 ._1 D1PIT
— — — — — — — — I�WY 301 — — • — — — ❑ATE:
— — — -—
SURVEY BY: J. SACHS
DRAWN BY: J. FUTRELL
EX DRIVEWAY CHECKED BY: M. MEADOWS
APPROVED BY: C. HUDDLE
SCALE: 1" = 40'
DRAWING NO.:
-- - .� — - - — — — -- — — -- SHEET 2 OF 4

GRADING NOTES: ■ CEXISTING RUTTED AREA TO BE FILLED AND GRADED WITH MATERIAL GENERATED BY ON-SITE Li
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INDICATE
1.REGRADE
THE AREA TO FINISHED GRADES ■ ■ GRADING ACTIVITIES
WOODS ®INSTALL GRAVEL CONTROL ENTRANCE. SEET DETAIL A, SHEET EC-4
2.DEPRESSED AREAS WITH PONDING WATER SHALL ■
BE PUMPED TO REMOVE ALL WATER PRIOR TO
FILLING/GRADING ACTIVITIES. ■ OINSTALL SILT FENCING. SEE DETAIL B, SHEET EC-4
3.DISCHARGE PUMPED WATER TO VEGETATED AREAS ■
ADJACENT TO THE DEPRESSED AREAS. a
4.THE CONDITION OF THE CONSTRUCTION LAYDOWN ■ ()INSTALL TEMPORARY SEDIMENT BASIN, SEE ❑ETAIL E], SHEET EC-4
AREA IS SUBJECT TO CHANGE WITH EACH � -
CONSTRUCTION OPERATION OR RAINFALL EVENT.
5.THE CONDITIONS SHOWN ON THE PLANS ARE 5 TEMPORARY DIVERSION SCALE. SEE DETAIL C, SHEET EC-4
BASED UPON CONDITIONS PRESENT AT THE TIME EX. FENCELINE
OF THE SURVEY. ■TT
yr
6.THE CONTRACTOR SHALL BE RESPONSIBLE TO ■
EXAMINE THE SITE AND MAKE ALL ALLOWANCE ■ �_�..�� --_ _ _ .�_ � � �;.�--� � �r Y ��T��� TT"' --/
-
NECESSARY TO BRING THE SITE TO THE ❑ ■ ■ ni---r i
WOOS
ELEVATIONS SHOWN. ■
7.PROVIDE TOPSOIL AND SEEDING FOR ALL AREAS -f_ Z
� 11
— -•
WITHIN THE LIMITS OF DISTURBANCE AND ANY
PROPERTY LINE
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AREAS DISTURBED BY CONTRACTOR.
8.FILL DEPRESSED AREAS FROM GRADING
ACTIVITIES. W
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9.STABILIZE ALL DISTURBED AREAS z
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FQOQS
GENERAL SITE NOTES:
a.
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1.NO WETLANDS EXIST WITHIN THE PROJECT LIMITS. rn
2.AREAS SHOWN IN ACRES. ■
3.THE RECEIVING WATER COURSE FOR THIS
PROJECT IS HANCOCK CREEK.
CLASSIFICATION SC; SW; NSW; EX TREE LINE
STREAM INDEX 27-115.
NEUSE RIVER BASIN --• �`1� �, SEEDED AREA
SOILS: POORLY GRADED, AUTRYVILLE LOAMY %t► ,■` •' `..
SAND PRODOMINATE 0 ; . -.� +c. -4} .'�, , ��
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'�••••\/ PROJECT NO: CE2O21_1 O1 Plr
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101 v - - r_ _ - _ - - - - - DATE: 07 22 20HWY 21
SURVEY BY: J. SACHS
_ - - - - - - - - DRAWN BY: J. FUTRELL
- CHECKED BY: M. MEADOWS
APPROVED BY: C. HUDDLE
SCALE: 1" = 40'
EX. QRI d{E W.4 Y
DRAWING NO.:
SHEET 3 OF 4

TEMPORARY SEEDING RECOMMENDATIONS FOR LATE
WINTER AND EARLY SPRING
8' MAX. WITH WIRE 0
ix
SEEDING MIXTURE 6' VAX. WITHOUT WIRE a
SPECIES RATE (LB./ACRE) Q
RYE GRAIN 120 MIDDLE & VERTICAL
THE USE OF ANNUAL RYE GRASS IS PROHIBITED FOR
, [
USE IN ANY APPLICATION WIRES SHALL BE 121 /2
ANNUAL LESPEDEZA 50 y 20' I
GAUGE MIN.(KOBE IN PIEDMONT AND COASTAL PLAIN, KOREAN IN
a
MOUNTAINS)
_
1 _
OMIT ANNUAL LEOPEDEZA WHEN DURATION OF • 6" LAYER OF COARSE AGGREGATE ,�. I ,.,,��
I y i
TOP & BOTTOM 1 i i , '
TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. l2„� „� •-� SELF-ANCHORING STRAIN SHALL �. _ 1 I
METAL POST © 6' O.C. MAX BE 10 GAUGE I`
SEEDING DATES 12" -
MOUNTAINS - ABOVE 2500 FT: FEB. 15 - MAY 15 OVER LAYER OF STONE BASE MIN. :i I :
BELOW 2500 FT: FEB. 1 - MAY 1 .1_,_ `� ' ' .. - - - '.` �
COURSE _ �_ c
a �� 12 GAUGE 6„6„ O.C.
PIEDMONT -JAN. 1 MAY 1 L :r = ;a: : -
MAX _
NOTES 0
COASTAL PLAIN - DEC. 1 - APR. 15 O' FILTER -
FILTER WIRE - FABRIC USE WIRE A MINIMUM OF 32" IN
SOIL AMENDMENTS MAINTENANCE: /---
WIDTH & WITH A MINIMUM OF 6 LINE LLI
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 1. MAINTAIN ENTRANCE FABRIC WIRES WITH 12" STAY SPACING. o lr
2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE a CONDITION. THIS MAY USE FILTER FABRIC A MINIMUM OF a
REQUIRE REPLACEMENT < 36" IN WIDTH & FASTEN ADEQUATELY o
750 LB/ACRE 10-10-10 FERTILIZER.AND
r -FLOW
L OF STONE. FILTER TO THE WIRE. PROVIDE 5' -0" STEEL N
MULCH EDGE OF EXISTING i 4/ / f/"//`/f FABRIC POST OF THE SELF-FASTENER ANGLE
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY ROADWAY /\ STEEL TYPE.
\ � \
TACKING WITH ASPHALT, NETTING, OR A MULCH \ COMPACT
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY PAVEMENT T ���� f FILL
STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL /
MAINTENANCE. r.Y:
CA) CE 1. INSPECT STRUCTURES WEEKLY .r,V4
MAINTENANCE GRAVEL CONTROL ENTRANCE i .i
AND AFTER AT LEAST A 1/2" '•
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. NOT TO SCALE I 00 r�,�+
•r r
RESEED. REFERTILIZE AND MULCH IMMEDIATELY OR GREATER RAINFALL EVENT. %�1,
FOLLOWING EROSION OR OTHER DAMAGE. z 2. REMOVE SEDIMENT FROM BEHIND ,r-1!r,..4!
SILT FENCE PRIOR TO IT
4
V REACHING A MAXIMUM DEPTH ;- .1 STEEL POST: 2'---0"
TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER
SEEDING MIXTURE
OF 6 INCHES. DEPTH o
SPECIES RATE (LB/ACRE) EXTENSION OF FABRIC L- --I
GERMAN MILLET 40 & WIRE INTO TRENCH
IN THE PIEDMONT AND MOUNTAINS, A SMALL
-STEMMED
SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF SECTION AT BASE
50 LB/ACRE.
SEEDING DATES B SILT FENCE
MOUNTAINS - MAY 15-AUG. 15 NOT TO SCALE
PIEDMONT - MAY 1-AUG. 15 SPOIL MATERIAL
COASTAL PLAIN APR. 15-AUG, 15 FROM EXCAVATED EROSION CONTROL
SOIL AMENDMENTS SWALE MATTING
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY DIRECTION OF FLOW OF RUNOFF
2000 LB/ACRE GROUND AGRICULTURE LIMESTONE GRASS .r
AND 750 LB/ACRE 10-10-10 FERTILIZER. VEGETATION
MULCH ---- ---- —
NOTES:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY
1. REPAIR ERODED TEMPORARY DIVERSION SWALE SLOPES AFTER RAINFALL EVENTS.
TACKING WITH ASPHALT, NETTING, OR A MULCH •ANCHORING TOOL. A DISK WITH BLADES SET NEARLY - 2. REMOVE ANY ACCUMULATED SEDIMENT FROM TEMPORARY DIVERSION SWALE.
STRAIGHT CAN BE USED AS A MULCH ANCHORING 1 11 3. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF VEGETATION. THE
TOOL DIVERSION SWALE SHALL BE FILLED, THE AREA GRADED TO DRAIN, AND ALL
3 3 DISTURBED AREAS VEGETATED IN ACCORDANCE WITH THE PROJECT VEGETAION ,��N‘IiiIlli//Z
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. PLAN• `��'� CH C.•4lO�rrrr
RESEED, REFERTILIZE AND MULCH IMMEDIATELY 4. MATTING SHALL CONSIST OF A MACHINE PRODUCED MAT OF CURLED WOOD o4.FESSio �y.�
FOLLOWING EROSION OR OTHER DAMAGE. C EXCELSIOR A MINIMUM OF 47 INCHES IN WIDTH. THE MAT SHALL WEIGH 1.6 =_•'0 4" r
TEMPORARY DIVERSION SWALE POUNDS PER SQUARE YARD WITH A TOLERANCE OF PLUS OR MINUS 10 - ;Q- SEA L
TEMPORARY SEEDING RECOMMENDATIONS FOR FALL NOT TO SCALE PERCENT. AT LEAST 80 PERCENT OF THE INDIVIDUAL FIBERS SHALL BE 67. ��� =
SEEDING MIXTURE 1 INCHES OR MORE IN LENGTH. THE FIBERS SHALL BE EVENLY DISTRIBUTED OVER - •' �� .'
SPECIES RATE (LB/ACRE) :pP/ >!Nti ' •
c`_
RYE GRAIN 120 THE ENTIRE AREA OF THE BLANKET. ONE SIDE OF THE EXCELSIOR MATTING r, • P`��'
THE IN ANY A PLICATION USE OF ANNUAL RYE GRASS IS PROHIBITES FOR SHALL THE PLASTIE CVERED MESH HALL BE A MA AN XIMUM ED PLASTIC
INCH X 1 THE
NCH MESH SIZE FOR /r//'°AEiEt►��l\, 'Weitz,
SEEDING DATES
MOUNTAINS - AUG 15-DEC. 15
COASTAL PLAIN AND PIEDMONT - AUG 15-DEC 30 0 -
CN N ^
SOIL AMENDMENTS U m 4
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY a C3 �
m "'
2000 LB/ACRE GROUND AGRICULTURE LIMESTONE +�I Lg
AND 1000 LB/ACRE 10-10-10 FERTILIZER. ... }� H ,- c
Z
W x
0.
MULCH 'CI: g
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY �j
TACKING WITH ASPHALT, NETTING, OR A MULCH t�l a
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY W
STRAIGHT CAN BE USED AS A MULCH ANCHORING C) YJWIrs
" .B
TOOL
W Oo
■■.! CLT
*a� I� U
MAINTENANCE ■EM �i 01..0 U
I.
OO
REPAIR AND REFERTILIZE DAMAGED AREAS
�`tt
IMMEDIATELY. TOP DRESS WITH 50 LB/ACRE OF •# (.7
n z
NITROGEN IN MARCH. '� Z ce
IF 1T IS NECESSARY TO EXTEND TEMPORARY COVER W W
BEYOND JUNE 15, OVERSEER WITH 50 LB/ACRE KOBE _.�_ SEDIMENTM STORAGE LEVEL LxW F W
/ ROWS OF SILT FENCE BAFFLE 4 m
(PIEDMONT AND COASTAL PLAIN) OR KOREANC7
(MOUNTAINS) LESPEDEZA IN LATE FEBRUARY DR
Z a: z
AT12' D.C. ALTERNATE OPEN ENDS w
EARLY MARCH. 4' IN WIDTH FOR CONTINUOUS FLOW. SEDIMENT BASIN DRAWDOWN w
DOUBLE STAKE SILT FENCING. SKIMMER
PERMANENT SEEDING NO, 1 CP FOR: WELL-TO
POORLY DRAINED SOILS WITH GOOD MOISTURE RIM ELEVATION = SEE TABLE
RETENTION; LOW MAINTENANCE
1' �...:-
STORAGE LEVEL ELEVATION = SEE TABLE ❑ FREEBOARD
C---.4 SEEDING MIXTURE RATE (LB./ACRE) INVERT SKIMMER 2
TALL
SPECIFESCUE 80 1' SEDIMENT 1 p Li
H
PENSACOLA BAHAGRAsS 50 STORAGE ZONE 1 5'WX8'L RIP
SERICEA LESPEDEZA 30 TOP OF SEDIMENT STORAGE = SEE TABLE 12 RAP to
KOBE LESPEDEZA 10 ` • `
BOTTOM ELEVATION - SEE TABLE r4-- �y� r 4 ...*„ i'�,
i i i i i 1 i i
SEEDING NOTES Q
L.
1. FROM SEPT 1. - MAR 1., USE UNSCARIFIED NON WOVEN
SERICEA SEED. W
2. ON POORLY DRAINED SITES OMIT SERICEA AND SKIMMER SEDIMENT BASIN FILTER =
INCREASE KOBE TO 30 LB/ACRE. -i
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT FABRIC z Ui
SERICEA AND INCREASE KOBE TO 40 LB/ACRE. SKIMMER SEDIMENT BASIN 1 _ F I- Q
NURSE PLANTS QRAINAGE AREA (AC) Z.$ U Z
BETWEEN APR. 15. AND AUG. 15, ADD 10 LB/ACRE STORAGE REQUIRED(CF) 5040 U 0
GERMAN MILLET OR 15 LB/ACRE SUDANGRASS. PRIOR STORAGE PROVIDED(CF) I-
TO MAY 1 OR AFTER AUG 15, ADD 25 LB/ACRE RYE 7911 _ Z
(GRAIN). BASIN DIMENSIONS AT STORAGE ELEVATION (FT) 40 x 75 0
0
SEEDING DATES BASIN BOTTOM DINEMSIONS(FT) 26 x 61 0 a
BEST POSSIBLE BASIN RIM ELEVATION 22.5 IY Cr
EARLY SPRING: FEB.15-MAR. 20 SEPT. 1-SEPT. 30 EMERGENCY ELEVATION 21.5Lii FALL: FEB. 15-APR. 30 SEPT. 1-OCT. 31 0
STORAGE LEVEL ELEVATION 21 Ct
SOIL AMENDMENTSSEDIMENT CLEANOUT ELEVATION 20 - F-APPLY 3,000-5000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) BASIN BOTTOM ELEVATION 19
AND 1,000 LB/ACRE 10-10-10 FERTILIZER. SIDE SLOPES 2 ; 1
MULCH EMBANKMENT WIDTH(FT) 5
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT SPILLWAY LENGTH (FT)
COVER OF ANOTHER SUITABLE MULCH. ANCHOR 4
STRAW BY TACKING WITH ASPHALT, NETTING, OR SKIMMER DIAMETER(IN) 2.5
ROVING OR BY CRIMPING WITH A MULCH ANCHORING ORIFICE DIAMETER
TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT (IN) 1.25 PROJECT NO: CE2021101PIT
CAN BE USED AS A MULCH ANCHORING TOOL,
DATE: 07/22/2021
MAINTENANCE ❑ TEMPORARY SEDIMENT BASIN SURVEY BY: J. SACHS
IF GROWTH IS LESS THAN ADEQUATE, REFERTILIZE IN
THE SECOND YEAR, ACCORDING TO SOIL TESTS OR NOT TO SCALE DRAWN BY: J. FUTRELL
TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. CHECKED BY: M. MEADOWS
MOW AS NEEDED WHEN SERICEA IS OMITTED FROM
APPROVED BY: C. HUDDLE
THE MIXTURE. RESEED, FERTILIZE, AND MULCH
DRAWING NO.:
DAMAGED AREAS IMMEDIATELY, WATER AS SCALE: NTS
NECESSARY TO MAINTAIN ADEQUATE MOISTURE IN
THE ROOT ZONE. DURING THE GERMINATION PROCESS,
SEED IS TO BE KEPT ACTIVELY GROWING.
SHEET 4 OF 4
IMMEDIATELY AFTER TURFING, PROTECT AGAINST
TURFING AND OTHER USE. - /