HomeMy WebLinkAbout0064.95.3s
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2 'x2' HARDWOOD STAKE
4' DIA. WOOD POST OR
1.33 LOS/FOOT STEEL
8' MAX. SPACING
1 M c eiSffl v
FI LTER F C A�p1� I
X
<
c
LENGTH 1p JOINTS)
TO FENCE
STAPLE OR WAtE
R
L z
z
4 'xar TRENCH
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BE BACKFLU. 1
AND COMPACTED
DOWN-
SLOPE
3
I 2
I
SILT FENCE SECTION
(NO SCALE)
---------------------
DOW LINE ALONG SIUTN 4 (EST
FROP-RTy LINt✓�, 3t1o�! 51LT FFNGF-
I�0GATIOKS ^ 6ITE PL4N (%F.6r s- i )
STABILIZATION JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC.
PRACTICE _ — —
PERMANENT
SEEDING --- - - - - -_ _
DORMANT —B B
SEEDING
TEMPORARY C SEEDING Eu= s / / / /I/ / / / *�
SODDING _ — — — — F,k�K� -
r\
MULCHING G —
A - KENTUCKY BLUEGRASS 40 IBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE;
PLUS 2,TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE.
B - KENTUCKY BLUEGRASS 60 LB$ /ACRE; CREEPING RED FESCUE 60 LBS /ACRE;
PLUS 2 TONS STRAW MULCH /ACRE. OR ADD ANNUAL RYEGRASS 30 LBS /ACRE.
C - SPRING OATS 3 BUSHEL /ACRE.
D - WHEAT OR RYE 2 BUSHEL /ACRE.
E — ANNUAL RYEGRASS 40 LBS /ACRE.
F = SOD
G -= STRAW MULCH 2 TONS /ACRE.
*,Al* IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER
s* IRRIGATION NEEDED FOR 2 TO 3 WEEKD AFTER APPLYING . SOD
SEASONAL SOIL PROTECTION CHART
(NO SCALE)
EROSION CONTROL:
A TEMPORARY SEEDING MIXTURE IN THE AREAS WHERE STRIPPING
OR FILL HAVE BEEN GRADED SHALL BE SEEDED FOR SILT EROSION
PROTECTION. AFTER GRADING, ALL CONSTRUCTION AREAS ARE TO BE
SEEDED AS FOLLOWS:
A. SWALE SEEDING: SEED AND FERTILIZE WITHIN CONSTRUCTION
LIMITS WITH 5# /ACRE "REDTOP GRASS ", 20# /ACRE "RYE
GRASS 20# /ACRE "BLUEGRASS ", 25# /ACRE "FESCUE" AND
600# /ACRE 12 -12 -12 FERTILIZER.
B. CUT /FILL SEEDING (ALONG PAVED AREAS): SEED AND FERTILIZE
WITH 25# /ACRE "FESCUE ", 20# /ACRE "RYE GRASS ", 15# /ACRE
"BLUEGRASS" AND 600# /ACRE 12 -12 -12 FERTILIZER.
C. SEEDED AREAS SHALL HAVE A SUITABLE MULCH APPLIED FOR
EROSION AND SILT CONTROL. MULCH MAY BE STRAW, SHREDDED
HARDWOOD OR EROSION CONTROL MAT.
D. DEVELOPERS OPTION: CONSTRUCTION AREAS REQUIRING EROSION
CONTROL MAY BE HYDROSEEDED IN ACCORDANCE WITH ABOVE SEED
.AND FERTILIZER SPECIFICATIONS.
EROSION CONTROL STATEMENT:
1 SEEDING, SCOPE L E
EITHER ERMANEN/TEMPORAR REESTABLISH
OR ERSION CONTROL P TT. TYPES,
AS SHOWN ON THE PLAN. AFTER FINISH GRADING, ALL CONSTRUCTION
AREAS ARE TO BE SEEDED.
2. PERMANENT AND TEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH
THE DETAILS SPECIFICATIONS SHOWN.
3. EROSION CONTROL. SEEDING: AN INTERIM SEEDING TO BE APPLIED TO
ALL DISTURBED AREAS AS SOON AS FINAL GRADING IS ESTABLISHED.
MIX AND APPLY AS SHOWN IN THE SPECIFICATIONS. (IF THIS SEEDING
IS APPLIED IMMEDIATELY UPON FINISH GRADING, IT CAN SAVE SOME OF
SEEDING AND LENGTHEN THE DURATION
BARRIERS.)
BEN THE
THE FURTHER OF THE SI TATIONTRAPSAND
4. IF GRADING OCCURS DURING DECEMBER, JANUARY OR FEBRUARY,
DORMANT SEEDING PROCEDURES SHALL BE USED. IT IS IMPERATIVE.
THAT ALL SEDIMENT FILTERS AND TRAPS ARE IN PLACE PRIOR TO
BULK EARTHL40ONG OR CLEARING OPERATIONS COMMENCE.
5. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR
OTHER APPROVED METHODS: RESEED ANY AREAS NOT GERMINATING OR
DAMAGED AT INTERVALS AS MAY BE REQUIRED -ACCORDING TO SEASONAL GRASS
NEECESSAR WEEDING UNTIL FULLO STANDNOF GRA SR HAS BEENNOBTA NED.E
6. IF DURING THE CONSTRUCTION PROCESS, THE CONTRACTOR IS ABLE TO
MAINTAIN A 25' MINIMUM WIDTH OF VEGETATIVE COVER AROUND THE
PERIMETER OF'THE CONSTRUCTION ACTIVITY; THIS WILL GREATLY REDUCE
OR IN SOME CASES ELIMINATE THE NEED FOR SOME SILTATION BARRIERS.
7. THE IMPLEMENTATION AND MAINTENANCE OF THIS EROSION CONTROL PLAN
IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND /OR OWNER.
u- 2 YH E �f J IGTa �� �il D /o2 ou.LUER�, Po I�5181L1r'�{
Ta t'1 ra ! r'1► �� 5�0 ► MEa1'Ti°fi►o �1 C F¢or'l ot,J - DTI; co ►15r�ia1
(�Gttultl�� >•�M (bEltJl�.l7EP�sf1'ED a��� ►�orl�E►��'
t'iErS �lD P- F.�E.+�t �� sT>zEt�Ms � OIr��FE�.S 1►� 5i P-t�
car 1rIA0cE L4rr4 it �tJL.� S" (32'1 2RC IS-5, �tJs�tl�Tl�
Ac_r1U 1rq :%Oer1 WRrEI✓ e�uoFF �aNrt?ol --) Zr - s+lr4t�l_ tAt1�o
it}E �TCZ�tz� oQ oul►JE�� iZE5Pa►1�IP IL.I'(� -rc p�r�l•i ►���1
A PPea� -'s Ll l (r E17 Fr1N'1 Ttl E L.zicet, �L1T1b elT TQ
s,�t3r -►,r t �arrtFl,Er� ! �-rt� of fig,- .►Z. �cf_ 1r
vF lilf4'!'E:1Z r'1A�A[.�MEL1T , yil�►��rT 17EP$�Tt''��t Cju"0N , i P(L'
h�l�tiltl�M�lt'f- �w�- Ta �►Ja �`�i�tJ=Te�i AC�iLli'I''� .
9,1✓iDSlorl GpNTr�,OI- s�ED ovFl;; !✓XGAVATiON
F^ UTILI TI E.I.
la,ElP�oSi &*N eeNT;VL YaLANV,1 =? FSE4 D. reel :WA! E la h4
T k 6 Ne�t,T 4 SIDE. DF ?NE 5UILDir46, N 4M>rlr�1 CAN
6; 1ELN,S-150 DP, EKUAL.
11.ALL F(IOLLND!N4 SHALL > Ae, ION CONTY,OL SEL1DING
12,SILT BEAU V,E4012,ED ALON4 JSIdTu AND WEST pr2,OPE�,ty
LINED UN71L S(1GN TIME TiIAT JIEFIC,IE -iT V),0 RD GOVE$z,
kAS eLLN LSjAf!iLiSl- ;D 1"0 MIKWZt SILTATION Te
AJhc6NT pfopEF Ty .
General Staple Recommendatlons
300
275 •'
250 c.
225 B
200 C
slope 175 Length c
If 150
B c
125
loo
Is A —
o A B
25 B
1 1 3 I 2 1 I.I Cha t"tel
LinuK3
Slope (Swclrerrt
Additional staples as requued
�E x.'k
O
i
i
3'
x
I'h 3' —1 11h'
x x
1 1 /5 SfNtcslxrsq yd
Lx 4'
-- 3
x C Jc
x >71
C t [wings staple
°c , wilt additional St aples oil Side c —34
Slopes p
14 1-9 : LdAUL4 1, L-1►11►1( t5 ► ( 2.0 1 Slaptcs lxi sq yd
M hI Ii1 r1
aUt(LL.AP (AT' LZd(,t"r0C>I&JF1L, I►lr� .
�jIl7GljlLQE� ✓MOLL 9[MiJI4f_11 04 toll MttJl�v�
OUi%eL'w P.
v1 N 6itE t Q4V_ .r+ rs .ocGu;L ; Till 0 t15fiz "t j
0L- Pt,J►CET �,r1�L,L at1�Izu4P Tt+E Oo�l+!"- l�Att`I.-
Staple Patterns Guide
1 (#2)
i # I
lw .
1 staple Per sq yd.
St able pattern; apply to all Noilh American Grano
erosion mitiol bl<utkels. Staple patterns may vary
depending upon soil type aril average annual
rainlatl.
At Slope IerxjlhS greater than 300 feet or where
drainage over IXW ,*eaS IS directed onto the
blankets. { taple pattern "C" Should be utilized.
C /•L SWALE
1_1/3.1_1/3 1 1/3.1 STRAW BALES BURIED 4'
-#4 REBAR STAKE
STRAW BALE PL A CEMEN T
FOR EROSION CONTROL
(NO SCALE)
STRAW BALES BURIED 4"
STORM BEEHIVE
3' -#4 REBAR STAKE
2 "x6" SILT TRAP
TYPICAL SLOTTED RISER
(CAN BE USED INSTEAD
OF STRAW BALES)
TYPICAL SLOTTED RISER
PLAN VIEW (1/2-55 GAL DRUM WITH 2
ROWS OF 4 -1"x6" HOLES)
OF STRAW BALES) S TEAL
STORM BEEHIVE
A4L'4 REBAR STAKE
STRAW BALES BURIED 4"
2'X6" SILT TRAP
1i r-
..
SECTION VIEW
STRAW BALE PL A CEMEN T
FOR EROSION CONTROL
CONTROL SEEDING LIMITS
—III
6" SSW 71111
RHERE SKaFWD
3.W
(NO SCALE)
AROSION CONTROL SEEDING
8RADE AS SHOWN PLANS
DRAINAGE SWALE SECTION
(NO SCALE)
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