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NOTES:
1. A STABILIZED ENTRANCE PAD OF 2"-3" WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE
THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
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 STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.
6. COUNTY MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
100' MIN.
PUBLIC STREET
EXISTING GROUND' z Il "'-"•• IP'11=11`=11IT=IT=11=11=11=11=1W=1W=11=1-
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I- m 11=11=11=11=11-11=11= -
11=11=11=11=11=1 SOIL STABILIZATION FABRIC
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I—
LU
APPROVED DATE: 02/2007
NOT TO SCALE
MECKLENBURG COUNTY `":-.7o
LAND DEVELOPMENT =s ' � STA3ILIZED CO\ STUCTIO \ E \TA\ CE STD. NO. R .
STANDARDS 1
o �
�r _Ci. 0 30.1 1 A

NOTES:
1. A STABILIZED ENTRANCE PAD OF 2"-3" WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE
THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
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 STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.
6. COUNTY MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
a 100' MIN. y
PUBLIC STREET
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=11=11 11�11=1111=II=II-II=II=11=11=11=II=11=1—
rll 11=11=11=11=11=1111=11=11=11= _ -
11 11=11=11=11—II=11=11=
11=11=11=11=11=II— SOIL STABILIZATION FABRIC
ic 11111111=1111=11 UNDER 2"-3" WASHED STONE
100' MIN.
H
N
m :: m
APPROVED DATE: 02/2007
NOT TO SCALE
MECKLENBURG COUNTY frj euR_ °,.
LAND DEVELOPMENT '_( 'v.'„Ii STA3ILIZED CO\ STUCTIO \ E\TA\ CE ISTD. NO. R .
STANDARDS °� 30.1 1 A

STEEL POST�� 6' MAX. STEEL POST
7
D':::J:4 J�� $2;5:::J0:4'O::PJ:;:i2WJ���4'J��.M.Mi 4 J.Ji ii•M i4Xii9;9:• FILTER FABRIC
�•�•�������••�•�•••4 •••.••••••••••••••••••••••••••••••••••••••••0�••••••••••••••••••••••••II.••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •i•i i i i i i i i m W U
WOVEN FILTER FABRIC !!!.,i%•%%•%•%•%•i• %%•%%•%•%%•%•%•%•%•%•%%•%•%%•%•%%•%•%•%•%•%•%•%•%•%•%•%•%•%•%•%•%•%•%•%•%•%•%•%•%•%•%•%•%•% �%•%•%•%•%•%•%•%•i M a�
m
:-4,4,44+'ii :.l-/-!........!-'!-','j•tt-t.!.--!-!,1..-•.X•S....::: :? •_.r,P!!:t."- -.-"*:.•!.t 0• N FLOW SCOPE
0 i 4_ k ri .ii ...ii_!i.0g!2 !i;_..r; ig sic VO ii rgil 0 rig. 0)'.
i_ — IIFIIPJIIP Jul — — —u.G ��
u u II -I1=uai1 aiaA u=ul=u a--TA MATH I N--- _
I 'olioli u 0.u=u u0n=u0uau0u-u0u=u0u 11=110 n-11=1 1
A 11011 II -II=11011 11=11=11 11=11=11 11d11=11 11011011- 1 11=11- ANCHOR SKIRT;
=II-11011 I 11=11 11011=11=-11011-11-11=11=11 11=11= II II- - EXCAVATE TRENCH
_ 11-II—II=11r II II-II0II 11011011._ 7WI AND COMPACT
BACKFILL
GENERAL NOTES:
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS. MAINTENANCE NOTES:
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
TYPE. OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
4. TURN SILT FENCE UP SLOPE AT ENDS.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
5. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER FABRIC SHALL BE REPLACED PROMPTLY.
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS. 3, SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
6. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
EXISTING GRADE, PREPARED AND SEEDED.
7. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
8. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
NOT TO SCALE
MECKLENBURG COUNTY '-i"BUR°
LAND DEVELOPMENT . ,'- ,v, STD. NO. R .
�o c..t,frA41,:1 TEVPO �AY SIFT EE\ CE
STANDARDS Rr„f,° 30.06A

I
STEEL POST 6 MAX. STEEL POST
T
J.:OOO::J: 2O:J:N•J::J:J.5 2:::.::O:P:::::::P.4::::*444�**$ J::J::��•
�.����.��♦ • .��.���.��..�������������.�...���������.������♦ ♦�.�..��.. _ FILTER FABRIC
t••••••*•�O•�0V". •••••••••••••••••••••••••••••••••••••••••••••••••*••••••••••••••••••••O•••••O•••••••••••••••••V• ••i•i•i i i•i•i•i i M W V
WOVEN FILTER FABRIC •:1•.1Oiiiii•• iiiiiiiiiii.4•30 iiiiiiiiiiiiiiiiiiiiiii0.•*. iii•• •iiiiiiiii o Em
t•••••••y •••••••••••••••••••••••••••••••••••••••*•�*••••• •••••••• to-u- FLOW
• 11 11 11 -11=11411 11=11 11 11=11 11 11!, II=II-
I -
- - - 11=11:= 1 i11 II II=11�II II=11P11 11=11411 II 114 ANCHOR SKIRT;
I1411 TH 1141141141I411-1011011-11 114 II. I1- 4" EXCAVATE TRENCH
�11141•_ -WIAND COMPACT
- BACKFILL
GENERAL NOTES:
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS. MAINTENANCE NOTES:
3. STEEL POSTS SHALL BE 5.-0" IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
TYPE. OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
4. TURN SILT FENCE UP SLOPE AT ENDS.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
5. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER FABRIC SHALL BE REPLACED PROMPTLY.
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
6. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
EXISTING GRADE, PREPARED AND SEEDED.
7. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
8. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
NOT TO SCALE
MECKLENBURG COUNTY ;r.e, �
\t
LAND DEVELOPMENT '- `1 T E V P 0 A Y SILT F E\ C E ( STD. NO. REV.
L` , hl.1 ;
STANDARDS ‘)
-,,�° 30.06A

GENTLE SLOPES STEEP SLOPES
100 lbs/acre tall fescue
SEEDING 30 lbs/acre Sericea lespedeza
MIXTURE 80 lbs/acre of tall fesue (unscarified after August 15)
10 lbs/acre Kobe lespedeza
FALL: August 25 — October FALL: August 25 — October 15
Late winter: February 15 — April 15 Late winter: February 15 — April 15
SEEDING To extend spring seeding into June, add To extend spring seeding into June, add
DATES 15 lbs/acre hulled Bermudagrass 15 lbs/acre hulled Bermudagrass
Overseeding of Kobe lespedeza over fall—seeded Overseeding of Kobe lespedeza over fall—seeded
tall fescue is very effective. tall fescue is very effective.
SEEDING Apply lime and fertilizer per soil tests, or 4000 Apply lime and fertilizer per soil tests, or 4000
AMENDMENTS lbs/acre limestone and 1000 lbs/acre 10-10-10 lbs/acre limestone and 1000 lbs/acre 10-10-10
fertilizer. fertilizer.
NOTE 1
Ground Cover-- Protective cover must be established on all disturbed areas within 21 calendar days after
land disturbing activity is completed or has temporarily ceased.
NOTE 2
Graded slopes and fills--Protective cover must be established on all graded slopes and fills within 21 calendar days after
a phase of grading is completed or has temporarily ceased.
APPROVED DATE: 02/2007
MECKLENBURG COUNTY IP.. „_ \O\
•
LAND DEVELOPMENT :) SEED \ G S C H E 3 , E E I STD. NO. R .
i�<<�
STANDARDS �qrH cpRj 30. 17A

/ 1
GENTLE SLOPES STEEP SLOPES
1 100 lbs/acre tall fescue
SEEDING 30 lbs/acre Sericea lespedeza
MIXTURE 80 lbs/acre of tall fesue (unscarified after August 15)
10 lbs/acre Kobe lespedeza
FALL: August 25 — October FALL: August 25 — October 15
Late winter: February 15 — April 15 Late winter: February 15 — April 15
SEEDING To extend spring seeding into June, add To extend spring seeding into June, add
DATES 15 lbs/acre hulled Bermudagrass 15 lbs/acre hulled Bermudagrass
Overseeding of Kobe lespedeza over fall—seeded Overseeding of Kobe lespedeza over fall—seeded
tall fescue is very effective. tall fescue is very effective.
SEEDING Apply lime and fertilizer per soil tests, or 4000 Apply lime and fertilizer per soil tests, or 4000
AMENDMENTS lbs/acre limestone and 1000 lbs/acre 10-10-10 lbs/acre limestone and 1000 lbs/acre 10-10-10
fertilizer. fertilizer.
NOTE 1
Ground Cover-- Protective cover must be established on all disturbed areas within 21 calendar days after
land disturbing activity is completed or has temporarily ceased.
NOTE 2
Graded slopes and fills--Protective cover must be established on all graded slopes and fills within 21 calendar days after
a phase of grading is completed or has temporarily ceased.
APPROVED DATE: 02/2007
MECKLENBURG COUNTY r NOS
LAND DEVELOPMENT �
j ' SEED \ G SCHE3 , LE ISTD. NO. R .
STANDARDS ° ����L�`i
qr 30. 17A