Site Plans - 2014 Renewal - 9/21/2015

VICINITY MAP (NTS)
WILKESBORO, NC 2869
C-3448
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""TOCKPILES
f E
FORESTL!fl,�E
0"ANG HA(Pl
ROADS
�61 A 'Ax 4:11
A
"AS
ARE
2
a�
< 00
LZU
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Z 4t
0
z
ui
0 LL_
<
z
z Ek w
z >
z L'i
NOTES w
K
1 : DADS, EROSION CONTROL MEASURF-15, Wl' L BE REMCVE[D AND 0 0
DEDING AND PLANTING SCHED JLE. > w co
y'E:GETATED TO SPECIFICATIONS IN Sr 9� z
2. 'PES WILL BE REMOVED AND ui STABI[JZEDJ,
, z Lu
: Zo cc w od
0
uj m
A w
3, ILL UNSTABLE SURFACES WILL BE 0' � IND SEEIEDED, uj
4, ILL MEASURES NEEDED FOR FINAL RECLAMATION WILL BE PLACE GOOD 0
m
Of'ORKING ORDER. 0 w
w U) w
5. 10 CESSES TO BE GRADED AND RE-V",,fGE'ATED, ui 'o
6. 4NY OVERBURDEN ON SITE WILL BE i
-,..D AND RE-VEGETATE,'l),
Z:)
z
0
0
0
U-
L
UJI
W
w
CL
uj
uj
CATEGORY 1 AIFFECTED 0 w
0
In
U-
­kILINGS / SEDIMENT PONDS 0 6 0
STOCKPILES 7.0 sc% LLJ
0
0
10
WASTESPILQom, 0 z
5 00
U-
cl
<
ui
X
PF'wCESSING AREA/ HAUL ROADS I + 4 '7
< 0
�
0 ui
MINE EXCAVATION + 7,9 a- U- m Z w
uj a C3 0
w < 0 0, >
OTHER (EXPLAIN) DL Ix c� m
DISTURBED ACREAGE 203
_)TAL DISTU �A
L..
09117120.15j >_
' TR-07JECT -NUMBER
0260042013
Z
'DRAWN BY: w
JSANDERS (D
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0
SCALE: U -
w
1 150' (H)
IV) W
150 75 150 300 w
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LZU
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U) 0
Z 4t
0
z
ui
0 LL_
<
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z Ek w
z >
z L'i
NOTES w
K
1 : DADS, EROSION CONTROL MEASURF-15, Wl' L BE REMCVE[D AND 0 0
DEDING AND PLANTING SCHED JLE. > w co
y'E:GETATED TO SPECIFICATIONS IN Sr 9� z
2. 'PES WILL BE REMOVED AND ui STABI[JZEDJ,
, z Lu
: Zo cc w od
0
uj m
A w
3, ILL UNSTABLE SURFACES WILL BE 0' � IND SEEIEDED, uj
4, ILL MEASURES NEEDED FOR FINAL RECLAMATION WILL BE PLACE GOOD 0
m
Of'ORKING ORDER. 0 w
w U) w
5. 10 CESSES TO BE GRADED AND RE-V",,fGE'ATED, ui 'o
6. 4NY OVERBURDEN ON SITE WILL BE i
-,..D AND RE-VEGETATE,'l),
Z:)
z
0
0
0
U-
L
UJI
W
w
CL
uj
uj
CATEGORY 1 AIFFECTED 0 w
0
In
U-
­kILINGS / SEDIMENT PONDS 0 6 0
STOCKPILES 7.0 sc% LLJ
0
0
10
WASTESPILQom, 0 z
5 00
U-
cl
<
ui
X
PF'wCESSING AREA/ HAUL ROADS I + 4 '7
< 0
�
0 ui
MINE EXCAVATION + 7,9 a- U- m Z w
uj a C3 0
w < 0 0, >
OTHER (EXPLAIN) DL Ix c� m
DISTURBED ACREAGE 203
_)TAL DISTU �A
L..
09117120.15j >_
' TR-07JECT -NUMBER
0260042013
Z
'DRAWN BY: w
JSANDERS (D
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0
SCALE: U -
w
1 150' (H)
IV) W
150 75 150 300 w
Gl

t
J
"N'
�"N'N­ r
K
f
V",
A, V
A
X
N ­
_7A - - - - - - - - - - - - -
----- -------------- ------------
---- ----------------
-
- - - - - - - - - -
. ....... . ..
- -
'T A/�
FOR
N�XTU
------------ -- ----
/.fQ/,PkEWMJ5/'AFF,
k,
-7
7
-7 7-
f
7-:_
77,
_-7
f
- - - - - - -7
7
SETTLING POND CALCULATIONS
-
1, DA 1T 13 ACRES
2 DU 17,13 ACRES
-----------
1 tc = 5 minutes "N I 1 -r-/P ND PvM
4� i = &39 'a
hr
5� C 0.6 DISCHARGE #3
t6. Q10 CiDA (0.6)(8.39)(17.13) 8623 ft3ls 1, i� 4-1 "1 7. SA = 325Q10 = (325)(86.23) = 28,025 ft' ri'll I I req TTI INIGI,
8� V,q = I 800DU = 113
(1800)(17.13) 30,834 DR�INbG� XR
EAI
9. L:W= 3�O 4,110 , \ - - - - - -
�71 A6Rk� 10� depth = 3�O H K 3HL Vt5
11. W 9 7 ft L 291 It - - - - - -
ft2
@ 50 FUO
12. SA (97)(291) 28,227
pva ISEE - DE
3 13. V = 71,289 It Pvo
14. LwEIR 89, -- - - - - - - - - N
ft3 53 414 15. V ytop z It - -7 16. 3 days 17. 7 ftId Qde.to, V@ top 2 ft/Tdo -ter= 16,32
I 7 -7 'IN
4
*NOTE: SETTLING POND ACTUAL SIZE IS GREATER THAN REQUIRED SIZE.
NERSION BERMS
- - - - - - - - - - - - -- - -
Sli RISER BASIN #1 CALCULATIONS E D ETA�C 5/D I - - - - - - - - --
1. DA Z 59 ACRES
Z DU Z 59 ACRES
3� tc 5 minutes
I - - - - - - - - - -
4. i &39 'a
hr
5. C= 0.6 PROPO-ED RISER BASIN # 2
E Q25 CiDA (0
�6)(839)(2,59)
13.04 ftIs 25,000 SF. FT,
T SA SEE DETAILS 7-901
112
req 325Q0 (325)(13�04) 4,238 DIS'CHARGE #2 _C ft3 '0;
& v (1800)(2.59) 4,662
tort 1800DU
-7-
9� L:W= 3�O
10. depth = 3�O DISCHARGE #2 -7
RQ
L 114 It
11. W=38ft
IZ S��,, = P8)(114) = 4,332 ft2 (Calculated Size Needed)
A = (35)(135) 4,725 112 (EXisting SiZe)
pvd 13. V = 10,404 ft 3 Pvo -SEkDE
14� L 30'
WEIR
EX T[�QRtS�RPA:�INI W-1
15. U 7 512 It' @top 2 ft 16. 1 d,,.t,,= 3 days UU I LET PROTECTION 17. Qd, V 4 ft3ld t@top 2 ftlTdowater= 2,50 SEE-IDETAI� 3/D
18. "Battles:
a. B, = 0. 35L (0. 35)(135) 47 ft
E ISTING
b. B2 = B1 + 0.25L = 47 + (0,25)(135) = 80 It E�ISTING
c. B3 = B TF N 2 + O�25L = 80 + (0.25)(135) = 113 It '7 ---PETA
DRAINAG[
IL 840.�VVZ\ / /
*NOTE: ACTUAL SIZE IS GREATER THAN REQUIRED SIZE. "NOTE: LENGTH BASED ON EXISTING CONDITIONS
RISER BASIN #2 CALCULATIONS
'APt\§0
1, DA = 6.61 ACRES 2. DU = 6.61 ACRES H�TI5,PfN ACE EVERY\�5'
I y 3� t, = 5 minutes
4. i = &39
hr
5. C= O�6
6, Q10 = CiDA (0�6)(&39)(E61) 33.27 ft3ls INLET
ft2 P OTE 7, SA = 325Q10 = (325)P317) 10,813 /7
req
ft3 EE
8. V,,q = 1800DU = (1800)(661) 1
DIVERSION�
9 L -W= 3�O 1,898 BERMS to HE
. \ 11 /11 \ LANbsc r,
WOW 10. depth = 10 -4'WHITE F 11. W 61 It - L 183 It
EV
12. (49)(171
SA pvd 11, 163 ft' DF 1E EA
13. V 77
29,241 ft'
pvo \Q�u kr�ESI - - - - - - - 14. LwER = 53' IVERSION BE �MS
�EE DETAIL 5/Dt
15, v (ayop z It 91275 ft3
16. 3 days
d,.tr - - -- - - -
17� Qde.,ter Vuq) top 2 ftlTdwater= 6,813 ft3ld
I& Battles:
77:jt - - - - - - - - .0,
TCH
ERY 5
a, B, = 0�351_ (0�35)(183) 64 It
b� B2 = B, + 0�251_ = 64 + (015)(183) 110 ft --HE DETAILS_21q�, 2/D
c� B3 = B2 + 0�251_ = 110 + (0,25)(183) = 155 It
*NOTE: ALSO TREATS WASTEWATER FROM WASHED STONE
SIZEIS INCREASED BYA SAFETYFACTOR GREATER THAN2 TO
ACCOMMODATE ADDITIONAL FLOW.
COPYRIGHT 2014 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN M -Y NOT BE RE -USED, SOLD, LOAMED, OR GIVEN TO OTHERS, REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE Vj�7 7TEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
APP�CANT RADFORD OUARRIES OF B0(,'­,1,1.11f-, !Nr,,,
P 14E 113AMB00 QUARRY
CO-INTY WATAUGA
PEF�ldff # 95-03
PERMITTE,-_� ACREAGE 75
PREF-';RiED BY DEREK A RD - PRINCIPAI CONSL'L.7 �NNT
JEFFFAI, __RS � PROJE("T E NI (-",! N E EF",
..... ... . ..
F -P01 ERTY LIME
l""j,"PVT BOUNDARV
14F] T"r F. 4
13,ritEMCO ROW
STOCKPiLES
1�
F, N` E
P�,-j-ov'IANIENT DIICh
L'� V1 E, F) S 10 N B E
"MiGE AREA
t__X6TING HAUL
ROADS
A 'A
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`1,)TE: CONTOURS ON 5'AND25'
Im"wim
7 ILINGS / SEDIMENT PONDS
STOCKPILES
WASTESPILES
F`�OCESSING AREA It HAUL ROADS
MINE EXCAVAT1ION
OTHER (EXPLAIN)
OTAL DISTURBED ACREAGE
AF FECTED ACREAGE,
0�6
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0
20.3
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026004201
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TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
GENERAL NOTES:
ENTRANCE PAD OF COARSE AGGREGATE OR RAILROAD BA_:,_AST SHOULD BE LOCATED WHERE TRAFFIC WILL
ENTER O8LEAVE THE CONSTRUCTION SITE ONTO APUBLIC STREET.
2. FILTER FABRIC DR COMPACTED CRUSHER RUN STONE SHOULD BEUSED &'SABASE FOR THE CONSTRUCTION ENTRANCE.
1 THE ENTRANCE SHOULD BEMAINTAINED |WACONDITION WHICH WILL PRE, ENT TRACKING DRFLOWING OFSEDIMENT ONTO
PUBLIC STREETS OR EXISTING PAVEMENT. THE MAY REQUIRE PER|O-�C TOP DRESSING WITH ADO|T|ONAL STONE AS
CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4, ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC S-IREETS MUST BE REMOVED IMMEDIATELY.
5� WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SED|MENTPRIOR TO ENTERING APUBL|C STREET. WHEN
WASHING IS REQUIRED, IT SHOULD BE DONE IN AN AREA STABILIZED 0Y|TH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN.
8. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY TO ACCESS7 __ CONSTRUCTION SITE IF THE DRIVEWAY IS ON
THROUQHFARE.
7. PLEASE REFER TONCEGCPDM SECTION #6.06 FOR ADDITIONAL DESIGN SDECIFICATIONS REGARDING TEMPORARY GRAVEL
C0NSTRUCT|ONEWTRANCES8E%|TS.
5O'M|N
|
6" MIN | PUBLIC STFEET
SOIL STABILIZATION FABRIC
UNDER 2'3^COARSE AGGREGATE
2 CHECK DAM 3 STANDARD PIPE OUTLET MINIMUM
Dl Dl T ILWATER
GENERAL NOTES: 15
1RIPRAPSIZE T08EDESIGNED B,'ENGINEER. | /
2. CHECK DAMS MAYBE USED |NI SLOPING DITCHES ORCHANNELS T0
SLOW | �
VV
1 ENSURE THAT MAXIMUM SPAC 14G BETWEEN DAMS PLACES THE TOE ZMAX'
OF THE UPSTREAM DAM ATT"E SAME ELEVATION AS DOWNSTREAM AT CENTER
DAM (SEE DIAGRAM 8ELOVV). |
4� PLEASE REFER TONCESCPDM ":ECT|0N#S.83FOR ADDITIONAL DESIGN �
SPECIFICATIONS REGARDING C�-ECKDAMS.
4'TO6' —
----
CROSSSECT|ONViEVV
MAXIMUM SPACING
EXISTING GROUND
A AND B ARE AT EQUAL ELEVATIG'NIS
/
| `�
`�- FILTER CLOTH
PIPE
PLAN VIEW 2 LA
GENERAL NOTES:
1L=THELENGTHOfTHE0PRAPAPRON.
2. d=1.5TIMES THE MAXNl0NSTONE DNMETER.8LD
NOT LESS THAN 8"(|NCHES)
3. AF|LTER BLANKET OR F|�TER F�B�|C SM�ULD 8E
INSTALLED BETWEEN THE R|PRAP 'Nu "SOIL
FOUNDATION.
50'M|NL P EIP E
LA
z COFILTER CLOTH
z� KEYED ~
ry oo R1p�Ap\___ ___ ___ _u'� `e__- ___/ o
_ �� ~, ~� �r- ��=.���..�v'� ��
4 SETTLINI
_Dl_____j -
MAXIUM POND VOLUME
-
�r
�MAX— A� |
� |
As= SURFACE AREA OF BASIN (FT) /\
Z~~�.=EXPECTED MAXIMUM STAGE
(MAXIMUM POND VOLUME EXPRESSED |NFT)
NOTE: WATER |SPUMPED OUT OFTHE SETTLING POND TO
ANOUTLET PROTECTION WITH R1PRAP. ff
AREA AROUND POND HAS ESTABLISHED VEGETATION.
w
SETTLING BASIN
Q.ROSS -SECTION '
FILTER FABRIC
5 EARTHEN BERM DIVERSION 6- 1,
-d vi P
D 1 D 1 CROSS SECTION TERRACED SOLIDIFIE'E."l-
MATERIAL-
20'MIN
SAFETY BENCH
DIVERSION DITCH
[�)MPACTEDS0IL
ol
HIGH WALL EARTHEN BERM
AND BOULDER BARRICADE
SAFETY BENC-i
DIVERSION DITCH
811,11111 CONCRETE RISER & BARREL. I __ 9___ BAFFLE
Dl 1__�l . Dl
PIPE SIZE TABLE
GENERAL N07
SECTION VIEW ATOPENING
COPYRIGHT 2011 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P,A., ALL RIGHTS RESERVED, THIS PLAN PAY NOT BERE4]SED.SOLD, LOANED.DR, GIVEN TOOTHERS, REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE VVRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P,A, IS PROHIBITED AND IS A VIOLATION OF FEDERALCOPYRIGHT LAWS, PUNISHABLE OYFINES UPT0$1U0'UU0FLMUFFLIN16L.
__
CROSS SECTION
�E
IN LENGTH)
q s
THE TC""OF
,FTER E�CN
ADD�fT|�DNAL
07101/ 014
AP
Di
LLJ
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Lu Or:
LLJ
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Di
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co
0
07101/ 014
AP
Di

,°,"-^,---,", 2M|N
mom
HIGHLY VISIBLE WARNING
SIGNS ATTACHED TOFENCE
f 50 FOOT INTERVALS
METAL
L|NEPDST
2
ROCK PIPE INLET PROTECTION
D2
`
` R|PRAP
HEADWALL NATURAL GROUND
CLASS BRIPRAP
FLOW
PIPE INVERT, 36"
PIPE MAX
_
`FLOW ~~~-
FILTER BERM NC
WASHED STONE
NO DOT #5[R #57
WASHED STONE
GENERAL NOTES:
1. REFER TO NCE@CPDM SECTION #8.55
FOR ADDITIONAL DESIGN
SPECIFICATIONS REGARDING ROCK
PIPE INLET PROTECTION.
NATURAL GROUND
R|PRAPHEADWALL, 1'M|N
HEIGHT FROM ROAD SHOULDER
—°� 1' �~-- 3' '
IRE IN'
on
PUSH BAR TOWARD FILL IN HOLE BY
PLANT FIRMING SOILAA _7'STAMPING WITH HEEL.
TOP OF ROOTS,
MAKE HOLE
DEEP ' ENOUGH .
RIGHT WRONG TO
ACCOMMODATE
ALL ROOTS
RE-INSERT BAR NEXT TO PLANTING
HOLE AND PULL AWAY FROM
SEEDL|NG, FIRMING SOIL ATBOTTOM
OF ROOTS.
FIRM SOIL AROUND
SEEDLING WITH FEET.
PLAN
SEEDLINGS -
UPRIGHT. ^
RIGHT WRONG
WITHOUT ALWAYS PLANT
BENDING. |NSO|L-NEVER
LEAVES DR
Yl
DEBRIS.
TEST PLANTING BY
PULLING LIGHTLY
GENERAL NOTES:
1 . REFER TO NCESCPDM SECTION #-6.13
FOR ADDITIONAL INFORMATION
REGARDING PLANTING BARE -ROOT
'
E&SC TEMPORARY SEEDING SCHEDULE
°DONOT USE WITHIN 250PAR|ANBUFF��, SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS
LATE WINTER & EARLY SPRING (FEB 15-M-4 Y 15)
SPECIES RATE(LB/AC, E)
RYE GRAIN 120
AND
KOREAN LESPEDEZA 50
SUMMER (MAY 15 -AUGUST
SPECIES RATE(LBAAC�E)
GERMAN MILLET 40
OR
TALL FESCUE 50
FALL (AUGUST 15 -DECEMBER 15)
SPECIES RATE(LB/AC,�,E)
RYE GRAIN '28
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF GC, - TEST DR APPLY 2000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 75OLB6�CRE1U-1O-1OFERTILIZER. INCREASE FERTILIZER
RATE TO1OODLB/ACRE |NTHE FALL.
MULCH
APPLY 4000-5000 LB/ACRE GRAIN STRAVt OR EQUIVALENT COVER OR ANOTHER SUITABLE
MULCHING MATERIAL. ANCHOR STRAW B_"�'TACK|NGWITH ASPHALT, NETTING, 0RAMULCH
ANCHORING TOOL ADISK WITH BLACE3 SET NEARLY STRAIGHT CAN BE USED ASA
MULCH ANCHORING TOOL.
MAINTENANCE
REFERT|L|ZE IF GROWTH IN NOT FULLY ADEQUATE. RESEED, FERT|L|ZER, AND MULCH
IMMEDIATELY FOLLOWING EROSION OR ',,THER DAMAGE. TOPDRESSWITH 5OLB/ACRE OF
NITROGEN IN MARCH. |F|T|S NECESSAI:-�YTOEXTEND TEMPORARY COVER BEYOND JUNE
15, OVER8EED WITH 50 LB/ACRE KOP,EAN LESPEDEZA IN LATE FEBRUARY OR EARLY
MARCH
SOIL PREPARATION:
SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PHAND NUTRIENT
(PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE |NARANGE
THAT FAVOR TURFGRASS GROWTH. THE 8Q|L TEST REPORT WILL INDICATE
NEEDED AMOUNTS OFFERTILIZER AND/OR LIME.
CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE
PLANTED THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.
IF EXTENSIVE GRADING IS NEEDED. REMOVE THE TOPSOIL AND STOCKPILE IT FOR
REPLACEMENT AFTER THE ROUGH GRADE |@ESTABLISHED.
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKEN
UP ASPR|NG-TOOTH HARROW WORKS WELL ONLIGHTLY COMPACTED SOILS; A
SMALL RDTOT|LLERMAY BENEEDED FOR MORE HEAVILY COMPACTED SITES.
DEEP TILLAGE: RDTOT|LL|NG LOOSENS COMPACTED SOIL AND IMPROVES THE
SPEED AND DEPTH OF ROOTING. A TRACTOR -MOUNTED OR SELF-PROPELLED
TILLER WILL ADEQUATELY TILL THE SOIL, TAKE CARE NOT TO DESTROY THE
EXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOIL
TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE
SUFFOCATED BYDEEPLY COVERING THE ROOTS WITH SOIL. |FADDITIONAL SOIL |S
NECESSARY ATATREE BASE, CONSTRUCT A"TREE YVELL."
REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE
TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR ATLEAST
8TO8 INCHES OFDEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
ABOUT 8TOiOINCHES OFTOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY
ADDING ORGANIC MATTER. THIS IMPROVES WATER RETENTION |NSANDY SOILS
AND DRAINAGE |NCLAY SOILS AND REDUCES FERTILIZER LEACHING.
wil
BASE AND S0EVVALLFILL w
MATERIAL SHOULD @E .
COMPACTED, FINER SOIL
PARTICLES
LEVEL OF
CHANNEL BED
ROCK FREE CULVERT BED
(GRAVEL 0RSOIL) -
MIN OF 6"
CULVERT
� | BURIED -
VAR -~~ EXISTING GROUND
GENERAL NOTES:
1� TDTHEMAXEXTENTPRACTCXBLE.CULVERT4�DORLARGERSHOULDBEBUR|ED�FOOT|N��THE�H�N�EL�ED� �ULVE�T�LECSTHA�
48"D SHOULD BE BURIED TO A DEPTH EQUAL TO OR GREATER THAN 10% THEIR SIZE -0 ALLOW FOR AQUATIC LIFE PASSAGE
2� STRINGENT EROSION CONTROL MEASURES SHOULD BE INSTALLED AND MA|NTA,"iED WHERE SOIL IS DISTURBED. THESE CONTROLS
SHOULD BEMAINTAINED UNTIL FULL PROJECT COMPLETION.
3. IF ANY CONCRETE WILL BE USED, WORK MUST BE ACCOMPLISHED SO THAT WET COtv'�RETE DOES NOT CONTACT STREAM'AA'�'ER.
/
STEEL POST
�— 4" MIN
z"" WIRE FENCING
MAlik"ENANCE NOTES:
FILTER FABRIC
WIRE FENCING SHALL BEAMINIMUM OF32"iNWIDTH AND SHALL HAVE AMINIMUM OF
457 STONE
~�
LINE WIRES WITH 12"STAY SPACING.
RESPONSIBLE PARTY DR HIS AGENT IMMEDIATELY AFTER EACH
2.
WOVEN FILTER FABRIC BEUSED WHERE SILT FENCE |STOREMAIN FOR APERIOD OF
RAINFALL AND ATLEAST DAILY DURING PROLONGED RAINFALL. ANY
No
MORE THAN 3ODAYS.
REPAIRS NEEDED SHALL BEMADE IMMEDIATELY,
3,
2
ROCK PIPE INLET PROTECTION
D2
`
` R|PRAP
HEADWALL NATURAL GROUND
CLASS BRIPRAP
FLOW
PIPE INVERT, 36"
PIPE MAX
_
`FLOW ~~~-
FILTER BERM NC
WASHED STONE
NO DOT #5[R #57
WASHED STONE
GENERAL NOTES:
1. REFER TO NCE@CPDM SECTION #8.55
FOR ADDITIONAL DESIGN
SPECIFICATIONS REGARDING ROCK
PIPE INLET PROTECTION.
NATURAL GROUND
R|PRAPHEADWALL, 1'M|N
HEIGHT FROM ROAD SHOULDER
—°� 1' �~-- 3' '
IRE IN'
on
PUSH BAR TOWARD FILL IN HOLE BY
PLANT FIRMING SOILAA _7'STAMPING WITH HEEL.
TOP OF ROOTS,
MAKE HOLE
DEEP ' ENOUGH .
RIGHT WRONG TO
ACCOMMODATE
ALL ROOTS
RE-INSERT BAR NEXT TO PLANTING
HOLE AND PULL AWAY FROM
SEEDL|NG, FIRMING SOIL ATBOTTOM
OF ROOTS.
FIRM SOIL AROUND
SEEDLING WITH FEET.
PLAN
SEEDLINGS -
UPRIGHT. ^
RIGHT WRONG
WITHOUT ALWAYS PLANT
BENDING. |NSO|L-NEVER
LEAVES DR
Yl
DEBRIS.
TEST PLANTING BY
PULLING LIGHTLY
GENERAL NOTES:
1 . REFER TO NCESCPDM SECTION #-6.13
FOR ADDITIONAL INFORMATION
REGARDING PLANTING BARE -ROOT
'
E&SC TEMPORARY SEEDING SCHEDULE
°DONOT USE WITHIN 250PAR|ANBUFF��, SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS
LATE WINTER & EARLY SPRING (FEB 15-M-4 Y 15)
SPECIES RATE(LB/AC, E)
RYE GRAIN 120
AND
KOREAN LESPEDEZA 50
SUMMER (MAY 15 -AUGUST
SPECIES RATE(LBAAC�E)
GERMAN MILLET 40
OR
TALL FESCUE 50
FALL (AUGUST 15 -DECEMBER 15)
SPECIES RATE(LB/AC,�,E)
RYE GRAIN '28
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF GC, - TEST DR APPLY 2000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 75OLB6�CRE1U-1O-1OFERTILIZER. INCREASE FERTILIZER
RATE TO1OODLB/ACRE |NTHE FALL.
MULCH
APPLY 4000-5000 LB/ACRE GRAIN STRAVt OR EQUIVALENT COVER OR ANOTHER SUITABLE
MULCHING MATERIAL. ANCHOR STRAW B_"�'TACK|NGWITH ASPHALT, NETTING, 0RAMULCH
ANCHORING TOOL ADISK WITH BLACE3 SET NEARLY STRAIGHT CAN BE USED ASA
MULCH ANCHORING TOOL.
MAINTENANCE
REFERT|L|ZE IF GROWTH IN NOT FULLY ADEQUATE. RESEED, FERT|L|ZER, AND MULCH
IMMEDIATELY FOLLOWING EROSION OR ',,THER DAMAGE. TOPDRESSWITH 5OLB/ACRE OF
NITROGEN IN MARCH. |F|T|S NECESSAI:-�YTOEXTEND TEMPORARY COVER BEYOND JUNE
15, OVER8EED WITH 50 LB/ACRE KOP,EAN LESPEDEZA IN LATE FEBRUARY OR EARLY
MARCH
SOIL PREPARATION:
SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PHAND NUTRIENT
(PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE |NARANGE
THAT FAVOR TURFGRASS GROWTH. THE 8Q|L TEST REPORT WILL INDICATE
NEEDED AMOUNTS OFFERTILIZER AND/OR LIME.
CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE
PLANTED THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.
IF EXTENSIVE GRADING IS NEEDED. REMOVE THE TOPSOIL AND STOCKPILE IT FOR
REPLACEMENT AFTER THE ROUGH GRADE |@ESTABLISHED.
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKEN
UP ASPR|NG-TOOTH HARROW WORKS WELL ONLIGHTLY COMPACTED SOILS; A
SMALL RDTOT|LLERMAY BENEEDED FOR MORE HEAVILY COMPACTED SITES.
DEEP TILLAGE: RDTOT|LL|NG LOOSENS COMPACTED SOIL AND IMPROVES THE
SPEED AND DEPTH OF ROOTING. A TRACTOR -MOUNTED OR SELF-PROPELLED
TILLER WILL ADEQUATELY TILL THE SOIL, TAKE CARE NOT TO DESTROY THE
EXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOIL
TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE
SUFFOCATED BYDEEPLY COVERING THE ROOTS WITH SOIL. |FADDITIONAL SOIL |S
NECESSARY ATATREE BASE, CONSTRUCT A"TREE YVELL."
REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE
TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR ATLEAST
8TO8 INCHES OFDEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
ABOUT 8TOiOINCHES OFTOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY
ADDING ORGANIC MATTER. THIS IMPROVES WATER RETENTION |NSANDY SOILS
AND DRAINAGE |NCLAY SOILS AND REDUCES FERTILIZER LEACHING.
wil
BASE AND S0EVVALLFILL w
MATERIAL SHOULD @E .
COMPACTED, FINER SOIL
PARTICLES
LEVEL OF
CHANNEL BED
ROCK FREE CULVERT BED
(GRAVEL 0RSOIL) -
MIN OF 6"
CULVERT
� | BURIED -
VAR -~~ EXISTING GROUND
GENERAL NOTES:
1� TDTHEMAXEXTENTPRACTCXBLE.CULVERT4�DORLARGERSHOULDBEBUR|ED�FOOT|N��THE�H�N�EL�ED� �ULVE�T�LECSTHA�
48"D SHOULD BE BURIED TO A DEPTH EQUAL TO OR GREATER THAN 10% THEIR SIZE -0 ALLOW FOR AQUATIC LIFE PASSAGE
2� STRINGENT EROSION CONTROL MEASURES SHOULD BE INSTALLED AND MA|NTA,"iED WHERE SOIL IS DISTURBED. THESE CONTROLS
SHOULD BEMAINTAINED UNTIL FULL PROJECT COMPLETION.
3. IF ANY CONCRETE WILL BE USED, WORK MUST BE ACCOMPLISHED SO THAT WET COtv'�RETE DOES NOT CONTACT STREAM'AA'�'ER.
/
~
�— 4" MIN
GENERAL NOTES:
MAlik"ENANCE NOTES:
1L
WIRE FENCING SHALL BEAMINIMUM OF32"iNWIDTH AND SHALL HAVE AMINIMUM OF
1. qLTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
~�
LINE WIRES WITH 12"STAY SPACING.
RESPONSIBLE PARTY DR HIS AGENT IMMEDIATELY AFTER EACH
2.
WOVEN FILTER FABRIC BEUSED WHERE SILT FENCE |STOREMAIN FOR APERIOD OF
RAINFALL AND ATLEAST DAILY DURING PROLONGED RAINFALL. ANY
.��
^ '
MORE THAN 3ODAYS.
REPAIRS NEEDED SHALL BEMADE IMMEDIATELY,
3,
STEEL POSTS SHALL 8E54|NHEIGHT AND BEOFTHE SELF -FASTENER ANGLE STEEL
SEE STANDARD 540,54
TYPE.
1 SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO
4
WIRE FENCING SHALL 8EATLEAST #1O GAGE WITH AM|N|MUM OF G LINE VV|RE8 WITH
THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS
12"STAY SPACING.
IECESSARY.THE FABRIC SHALL BEREPLACED PROMPTLY.
5.
TURN SILT FENCE UPSLOPE ATENDS.
8�
WIRE MESH SHALL 8EMIN. 13GAGE WITH MAXIMUM 12"OPENINGS.
3. 3ED|MENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH
7.
WIRE AND #57STONE 1S REQUIRED T0BESHOWN ONPLANS ATTHE TOE OFSLOPES
HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS
GREATER THAN 1OFEET VERTICAL (2:1SLOPE)
REMAINING IN PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE
&
DRAINAGE AREA CAN NOT BEGREATER THAN 1/4ACRE PER 1OUFTOFFENCE.
)RESSED TO CONFORM TO THE EXISTING GRAQE, PREPARED AND
9.
SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN |MTABLE G.62ANORTH CAROLINA
QEEDED.
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
10
DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, O|TCHES, WATERWAYS OR
^
OTHER AREAS OFCONCENTRATED FLOW.
11,
PLEASE REFER TO WCE0CPDM SECTION #0.62 FOR ADDITIONAL DESIGN
uu
SPECIFICATIONS REGARDING SILT FENCES.
'LLJLLJIn
2
ROCK PIPE INLET PROTECTION
D2
`
` R|PRAP
HEADWALL NATURAL GROUND
CLASS BRIPRAP
FLOW
PIPE INVERT, 36"
PIPE MAX
_
`FLOW ~~~-
FILTER BERM NC
WASHED STONE
NO DOT #5[R #57
WASHED STONE
GENERAL NOTES:
1. REFER TO NCE@CPDM SECTION #8.55
FOR ADDITIONAL DESIGN
SPECIFICATIONS REGARDING ROCK
PIPE INLET PROTECTION.
NATURAL GROUND
R|PRAPHEADWALL, 1'M|N
HEIGHT FROM ROAD SHOULDER
—°� 1' �~-- 3' '
IRE IN'
on
PUSH BAR TOWARD FILL IN HOLE BY
PLANT FIRMING SOILAA _7'STAMPING WITH HEEL.
TOP OF ROOTS,
MAKE HOLE
DEEP ' ENOUGH .
RIGHT WRONG TO
ACCOMMODATE
ALL ROOTS
RE-INSERT BAR NEXT TO PLANTING
HOLE AND PULL AWAY FROM
SEEDL|NG, FIRMING SOIL ATBOTTOM
OF ROOTS.
FIRM SOIL AROUND
SEEDLING WITH FEET.
PLAN
SEEDLINGS -
UPRIGHT. ^
RIGHT WRONG
WITHOUT ALWAYS PLANT
BENDING. |NSO|L-NEVER
LEAVES DR
Yl
DEBRIS.
TEST PLANTING BY
PULLING LIGHTLY
GENERAL NOTES:
1 . REFER TO NCESCPDM SECTION #-6.13
FOR ADDITIONAL INFORMATION
REGARDING PLANTING BARE -ROOT
'
E&SC TEMPORARY SEEDING SCHEDULE
°DONOT USE WITHIN 250PAR|ANBUFF��, SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS
LATE WINTER & EARLY SPRING (FEB 15-M-4 Y 15)
SPECIES RATE(LB/AC, E)
RYE GRAIN 120
AND
KOREAN LESPEDEZA 50
SUMMER (MAY 15 -AUGUST
SPECIES RATE(LBAAC�E)
GERMAN MILLET 40
OR
TALL FESCUE 50
FALL (AUGUST 15 -DECEMBER 15)
SPECIES RATE(LB/AC,�,E)
RYE GRAIN '28
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF GC, - TEST DR APPLY 2000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 75OLB6�CRE1U-1O-1OFERTILIZER. INCREASE FERTILIZER
RATE TO1OODLB/ACRE |NTHE FALL.
MULCH
APPLY 4000-5000 LB/ACRE GRAIN STRAVt OR EQUIVALENT COVER OR ANOTHER SUITABLE
MULCHING MATERIAL. ANCHOR STRAW B_"�'TACK|NGWITH ASPHALT, NETTING, 0RAMULCH
ANCHORING TOOL ADISK WITH BLACE3 SET NEARLY STRAIGHT CAN BE USED ASA
MULCH ANCHORING TOOL.
MAINTENANCE
REFERT|L|ZE IF GROWTH IN NOT FULLY ADEQUATE. RESEED, FERT|L|ZER, AND MULCH
IMMEDIATELY FOLLOWING EROSION OR ',,THER DAMAGE. TOPDRESSWITH 5OLB/ACRE OF
NITROGEN IN MARCH. |F|T|S NECESSAI:-�YTOEXTEND TEMPORARY COVER BEYOND JUNE
15, OVER8EED WITH 50 LB/ACRE KOP,EAN LESPEDEZA IN LATE FEBRUARY OR EARLY
MARCH
SOIL PREPARATION:
SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PHAND NUTRIENT
(PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE |NARANGE
THAT FAVOR TURFGRASS GROWTH. THE 8Q|L TEST REPORT WILL INDICATE
NEEDED AMOUNTS OFFERTILIZER AND/OR LIME.
CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE
PLANTED THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.
IF EXTENSIVE GRADING IS NEEDED. REMOVE THE TOPSOIL AND STOCKPILE IT FOR
REPLACEMENT AFTER THE ROUGH GRADE |@ESTABLISHED.
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKEN
UP ASPR|NG-TOOTH HARROW WORKS WELL ONLIGHTLY COMPACTED SOILS; A
SMALL RDTOT|LLERMAY BENEEDED FOR MORE HEAVILY COMPACTED SITES.
DEEP TILLAGE: RDTOT|LL|NG LOOSENS COMPACTED SOIL AND IMPROVES THE
SPEED AND DEPTH OF ROOTING. A TRACTOR -MOUNTED OR SELF-PROPELLED
TILLER WILL ADEQUATELY TILL THE SOIL, TAKE CARE NOT TO DESTROY THE
EXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOIL
TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE
SUFFOCATED BYDEEPLY COVERING THE ROOTS WITH SOIL. |FADDITIONAL SOIL |S
NECESSARY ATATREE BASE, CONSTRUCT A"TREE YVELL."
REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE
TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR ATLEAST
8TO8 INCHES OFDEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
ABOUT 8TOiOINCHES OFTOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY
ADDING ORGANIC MATTER. THIS IMPROVES WATER RETENTION |NSANDY SOILS
AND DRAINAGE |NCLAY SOILS AND REDUCES FERTILIZER LEACHING.
wil
BASE AND S0EVVALLFILL w
MATERIAL SHOULD @E .
COMPACTED, FINER SOIL
PARTICLES
LEVEL OF
CHANNEL BED
ROCK FREE CULVERT BED
(GRAVEL 0RSOIL) -
MIN OF 6"
CULVERT
� | BURIED -
VAR -~~ EXISTING GROUND
GENERAL NOTES:
1� TDTHEMAXEXTENTPRACTCXBLE.CULVERT4�DORLARGERSHOULDBEBUR|ED�FOOT|N��THE�H�N�EL�ED� �ULVE�T�LECSTHA�
48"D SHOULD BE BURIED TO A DEPTH EQUAL TO OR GREATER THAN 10% THEIR SIZE -0 ALLOW FOR AQUATIC LIFE PASSAGE
2� STRINGENT EROSION CONTROL MEASURES SHOULD BE INSTALLED AND MA|NTA,"iED WHERE SOIL IS DISTURBED. THESE CONTROLS
SHOULD BEMAINTAINED UNTIL FULL PROJECT COMPLETION.
3. IF ANY CONCRETE WILL BE USED, WORK MUST BE ACCOMPLISHED SO THAT WET COtv'�RETE DOES NOT CONTACT STREAM'AA'�'ER.
/
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E&SC PERMANENT SEEDING SCHEDULL.,,",
U)
°DONOT USE WITH|N260PARIAN BUFFER. SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPE'.:S,
SEEDING MIXTURE
SPECIES RATE(LB/ACRE)MAINTENANCE
KENTUCKY BLUEGRASS 100 REFERTILIZE 7HE SECOND YEAR UNLESS GROWTH ':IJLL I/ ADEQUATE.
u ��
TALL FESCUE 20 MORE THAN __NCE PER YEAR. RESEED, FERTILIZE, ?',ND MULCH DAINAGEE)
REDTOP 10 IMMEDIATELy u_
SOIL PREPAR-7ION-
ui
SOIL TEST: &-'iL TESTING WILL DETERMINE WHE'rh OIL PH "IJ -1 II F U)
(PHOSPHORUS POTASSIUM, CALCIUM AND LEVELS ARE IN i,',,ANG,E ui <
CL
SEEDING NOTE THAT FAVOF TURFGRASS GROWTH. THE SOh_ REPORT Vili- I`vP',K-',`l`lT',- Q UJI
1 AFTER AUGUST 15. USE UNSCARIFIED SERICEA LESPEDEZA BEEN NEEDED AMO -NITS OF FERTILIZER AND/OR LIME.
2. WHERE APPEARANCE IS A CONSIDERATION, OMIT SERCIA LESPEDEZA AND 0 uj
It U -
INCREASE KOREAN LESPEDEZA TO 40 LB/ACRE. CLEAN AND LICH GRADE: REMOVE ALL DEBRIS ;P�Dm THE LOCA Th, ',,! 1"', a-,
NURSE PLANTS PLANTED, Th -S �NCLUDES ROCKS, BOTTLES, LARGE k,,_,`0_FS AND OLD TREF_ 1 k"_'J3NKScf)
BETWEEN MAY 1 AND AUGUST 15 ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE TALL IF EXTENSIVE 3RADING IS NEEDED, REMOVE THE 1 AND STO,_`KFTl,E F`;- OH",
rESCwu rmum /"mm; 1unAFTER AUGUST 15, ADD 4uLB/ACRE RYE GRAIN,"./ MAY BE '~-'L'~E''E' ` '^~`^'E'`~U`~'`~^~E'~E~''BL~`E°
BENEFICIAL T0PLANT THE GRASSES |N LATE SUMMER AND OVERSEER THELE3PEDEZA ED CYJm
co
IN MARCH. THE SUBSU_`ACE MAY BECOME COMPACTE_`.0 0", I�,',IING ROUGH! Lu 0
ESPECIALLY THE GROUND IS WET. THIS COMRA,", ­..lD LAYER BR'OKEN 0
SEEDING DATES BEST POSSIBLE OTH HARROW WORKS WELL ON `,.Y` COMPACTIE-f SOILS: A 0
SMALL ROTC,7 I ER MAY BE NEEDED FOR MORE 1-iE T' C-OINIPACTEE' SITE,,",, LJJ
BELOW 2500 FT: AUG 15 -SEP 1 JULY 25 -SEP 15
MAR I -APR 1 MAR 1- MAY 10 DEEP TILLAGE, ROTOTILLING LOOSENS COMPII i S­J�L AND IMPROVES rl--,,E
T 07/01/2014
SPEED AND _EPTH OF ROOTING. A OR SELF-PROPELLED
ABOVE 2500 FT: JULY 25- AUG 15 JULY 15 -AUG 30 TILLER WILL -kDEQUATELY "FILL THE SOIL, TAKE �,AARE NOT TO DESTROY THE PROJECT NUMBER:
MAR 20 - APR 20 MAR 5 -MAY 15 114
EXISTING TREES IN THE LAWN, CUTTING 1_00 TREE ROOTS DUF`_�!N("j QOIL
COMPLETE SEEDING EARLIER IN THE FALL, AND START LATER IN THE SPRING ON NORTH TILLAGE Ck SEVERELY DAMAGE OR KILL Ill"E. 'TREES CAN ALS',') BE `DRAWN BY
AND EAST FACING SLOPES. SUFFOCATE[ 3,Y DEEPLY COVERING THE ROOTS V,,,;'_;Hl IF ADDITON,Ad, 1 1`3 J.SANDERS CD
NECESSARY -'-A TREE BASE, CONSTRUCTA " TREE `J APPROVED BY:
SOIL AMENDMENTS J.CHURCH
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LB/ACRE
REPLACE ThEE TOPSOIL: ONCE THE SUBSURFACE 1", 1-3TABLISHED, RETURlll '_HE 0
GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 5-10-10 FERTILIZER TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIR'2 Af -A. ALLOW AF LL_
MULCH 8 lM
U8 |N�E S OF DEPTH AFTER THE SOIL HAS SETTLED THIS MEANS cl
APPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE ABOUT 8 TO INCHES OF TOPSOIL OVER THE SUBS'o F "CE. IMPRO\jE­'-:E By Lij
MULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING. ADDING OIR,-�,NIIC MATTER. THIS IMPROVES VIAT ­' R`�,_-TIEENTION IN SAN,"';" ,iC,
NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES. AND DRAINA`J'-z- iN CLAY SOILS AND RELU'­ES ,,`ERZ LEACHING.
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