HomeMy WebLinkAboutSW6230401_Plansheet - C3.2 Erosion Control Plan_20230612 (2) �lk,Na,N� GROUND STABILIZATION REQUIREMENTS SYMBOL PRACTICE DESCRIPTION -N
<< 3 CONTRACTOR SHALL BE REQUIRED TO ESTABLISH GROUND
PLO ? O� STABILIZATION AS PER FOLLOWING CHART. C� CONSTRUCTION LIMITS A DEFINEDAREA THATALL LAND DISTURBANCE WILL OCCUR
o DURING CONSTRUCTION. _ E
a SITE AREA STABILIZATION STABILIZATION TIME APPLICABLE _ 35
s DESCRIPTION TIME FRAME FRAME EXCEPTIONS THIS PROJECT
�= SEEDING SCHEDULE FOR Ds3 NOTES:
o a
? PERIMETER DIKES, 7 DAYS NONE PERMANENT VEGETATION .NGINEF:�' P�
�O o SWALES, DITCHES AND YES GIANT BERMUDA SEED, INCLUDING NK-3 7, SHALL NOT BE USED. �O••E..H\���\\
SCHEDULE COMMON NAME RATE PER ACRE PLANTING
OFS7 \ SLOPES NO. OF SEED (LBS.) DATES THE CONTRACTOR SHALL OBTAIN SATISFACTORY STAND OF ,,...``
��yy B�NFOgK HIGH QUALITY WATER 7 DAYS NONE COMMON E 210 MARCH 16 SUFFICIENTLY TOSURVPERENNIAL IIVEDRY ERIODSAND WIN ER WEATHER,WHOSE ROOT SYSTEM SHALL BE AND
SITE (H QW) ZONES NO 1 PED
(HULLLEDD)) TO BE CAPABLE OF RE-ESTABLISHMENT IN THE SPRING. THE PERENNIAL O
F� FLATTER THAN 4:1 TALL FESCUE 140 AUG. 31 70GIVE COVER SHALL HAVE A T SEEDEDNIMUM L AGE DENSITY OF M
FORE
O
PLC h'��F/2 SLOPES STEEPER 7 DAYS IF SLOPES ARE 10' OR LESS SEPT. 1 RATES OFAPPLICATION NECESSARY TO PRODUCE THE REQUIRED 0
��S THAN 3:1 I N LENGTH AN D ARE NOT 2 COMMON BERMUDA 175 TO STAND OF GRASS,AND SHALL FOLLOW THEAPPLICATION N
NO (UNHULLED) MARCH 15 PROCEDURES AS SPECIFIED HEREIN. r-1 CAA
p STEEPER THAN 2:1 14 DAYS U can c
FLOOD HAZARD:ZONE X ARE ALLOWED z M 'L
MAP: 3710958400J r-� ai
EFFECTIVE:3 OCT.2006 2 SLOPES 3:1 OR 14 DAYS 7 DAYS FOR SLOPES GREATER N rn rn aj 1,0
VICINITY MAP FLATTER THAN 50 FEET IN LENGTH YES 0 U 000 .- rn
00
NOT TOSCALE Z ALL OTHER AREAS 14 DAYS NONE z cI c: O
WITH SLOPES (EXCEPT FOR PERIMETER YES CONSTRUCTION SEQUENCE & EROSION CONTROL L Ln a� a
FLATTER THAN 4:1 AND HQW ZONES) MEASURES - FINAL PHASE: �; o m
TYPICAL GROUND COVER STABILIZATION TYPES - GRASS -zj Ql = aj
AND OR SOD, WHEAT STRAW, MULCH, BIODEGRADABLE 1.UPON COMPLETING ALL SITE IMPROVEMENTS AND FINAL GRADING,STABILIZE ALL DISTURBED AREAS L m r-I = cn
STRAW MATTING, SYNTHETIC MATTING, ETC. PER LANDSCAPE PLAN.WATER AND MAINTAIN ALL LANDSCAPED AREAS TO ENSURE PROPER GROUND U Cn Ql -c �
COVERAGE PRIOR TO FINAL APPROVAL -0 Ol . _ @) U
2.PERIMETER MEASURES,SILT FENCE AND TEMPORARY DIVERSION MUST BE LEFT INPLACE UNTIL ALL _�_ N Cu
J
UPLAND AREAS ARE STABILIZED WITH PERMANENT VEGETATION. O (6 U
L xJ-_ - z
3.SEE SEEDING SCHEDULE PROVIDED IN EROSION CONTROL DETAIL. � m S
4.AFTER SITE IS PERMANENTLY STABILIZED,REMOVE ALL TEMPORARY EROSION CONTROL MEASURES O �
AND PROVIDE PERMANENT SEEDING WHERE TEMPORARY MEASURES HAVE BEEN REMOVED AND
GROUND COVER IS NOT ADEQUATE.SEDIMENT BASINS MAY NOT BE REMOVED OR CONVERTED TO .�
\ PERMANENT BMPS UNTIL ALL UPLAND AREAS ARE PERMANENTLY STABILIZED.(GS 113A-57(3).15A NCAC
04B.0113) 1
9:3- ai
\ Jti 1 S.WHEN THE PROJECT IS COMPLETE,THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC M
PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT,VIA INSPECTION REPORT,
THE PERMITTEE SHALL VISIT DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION
(e-NOT). A$100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE e-NOT HAS BEEN FILLED
\ \ A OUT.
PI 585-05-3139�000 j PIN-9585-05-4114.000 PIN 9585Z05
- -4097.000
BU LEY RICHARD ST JULIAN E®Wf�RD BETHEA I/RANCES M
W/PG: 135/0176 l �BIPG:3620/0428 DB/PG:1870/0963
W V W _ G—W f E""WATER MAN
W L
_ / r
�06KSLN �_ _ - - - � - - - - - _--W o W — W �
S 5°35'az°e zao.zr [J
/_ —� � 1 r
t r r >nr- 5 / y
Z PIN-9585-04-1924.000 CL
D �OOJAMES ERIC
B/PG:2582/017il- 14 T ��T74� PIN-9585-04-3766.00 ' j / r�
145 �� PI 85-0 4-2892.000 SMITH V�ILLIAM R /
1 SF .7 ;SF
91 A" .:Q 1 AC —148
L4
f
L� S
19
2
r zg - - - — >
o ° OE _3 2828384 DS3 E / /382 E � O � r ��
381 381
� 00 39 38100
r /
80' ae�� / j,00
�
M
fl31,
y
�r
PROPOSED SUMSO'
BUILDING A —
1 f 12.000 Sr j r l
r
� sA /�� / _ /
CL PERMANENT POND TRANSITION:
{ v SEE SHE T C14.1 FOR POND DETAIL
� / -,\ - - - -'r 1 �y r
J
RIP RAP OUTLET APRON 02
\ i 3690 LENGTH: 14' / � )
—WIDTH AT PIPE OUTLET:2'
WIDTH AT TERMINUS:7.5'
USE CLASS A RIP RAP f S Q
s l /� 372 370 369 �9. 5 MIN. 1.0'THICK ON FILTER FABRIC ✓ r / Z
o
=ti t = ��— / ❑ �--� i LL
E6 �VJ�J O
W 1 9.59'
FMB i� _ - ram �_ ^_--F-N1� �' - ,� 'Ce �. L ���J "� 'e '6y ;gee ' ✓ 77
ti �� ~� / / J\ �+
FM FM
-- - DS36"Z`�btFl M ate a Win. �����F1����/'cam F jM� Lti F �
—__ - --- - — __--_ —__-= CL __ _ — i --_ �� �� — , W O
Ds3 CL
un
WVV� � _ ' _ ` I I C C �� a 1� �� r �° /a _�.�%� U �/
— — _ �_ — — — — W ��� �� ��` R WATER.Q r �t LL
37 �Zz
S f� 5
J O
171
62
U
16.
SCALE IN FEET �� DESIGNED BY: JEH
d
� ) «j 0' 25 50 100
rf DRAWN BY:
LQ
LQ
NO. REVISION DESCRIPTION: DATE: APPROVED BY: JEH
Know what's below
Call before you dig. 1 SHEET
® Dial 811 2
Or Call 800-632-4949 3 C3 . 2
4 CIVIL