47-16 ADI Response Map 20201229

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CONSTRUCTION SEQUENCE:
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1 . SURVEYOR IS TO STAKE,.-LIMITS OF `C SARING AND EROSION CONTROL =FEATURES FOR THE` PROJECT; '
INC UDING' ,STOCKPILE AND WASTE AREAS.
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2. THE SITE SHALL BE ACCESSED BY THE "EXISTING HAUL ROAD. T1-IE ENTRANCE :T0 ' THE. HAUL, ROAD IS g�
ON DOC BROWN ROAD., Lu
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'INSTALL ALL"'REQUIRED SILT FENCING AND SILT FENCE OUTLETS WHERE SHOWN ON THE; PLANS.
1:01 W. MAIN STREET, SUITE 202 �
4. CLEAR AND GRUB AS NEEDED. REMOVE ALL STUMPS AND INERT LANDSCAPING DEBRIS TO A GARNER, .NC 27529
PERMITTED LCID FACILITY. 01
B. .: PHONE: �919) �79-4854 ' B
5. INSTALL BASINS TO THE DIMENSIONS AS SHOWN. THESE BASINS MAYI BE LARGER DUE TO SITE
CONDITIONS, BUT IN NO CASE SHALL ANY BASIN BE SMALLER AS INDICATED ON THE PLANS. ALL
BASINS SHALL BE EQUIPPED WITH A RISER AND BARREL OUTLET SET 'TO INVERTS AS SHOWN. EACH
OUTLET SHALL HAVE A ROCK APRON COMPOSED OF CLASS B RIP RAP- ROCK TO THE DIMENSION SURVEYOR: 3'
SHOWN. J
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N _ '.DOWNSLOPE SIDE. T
6. EACH; ROCK: APRON ,SHALL HAVE A SILT-FENCE OUTLET. O THE. ON .TIE OF HE
.APRON.
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o� ALL BAs1Ns SHALL BE STABILIZED AND EMERGE�Ic ALL. BE ;;: 101 If11. 11�A��4� ST EET � 1TE
7: ALL. si2E SLOPEs _ � R ,U _ 2a2
STABILIZED WITH Gt RLM" WOOD. MATTING,
C�ARN EIS, ! C 27529
V I. WITH' THE MATTING REQUIRED
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i3; INSTALL ALL DIVERSION DITCHES, AND-: STABILIZE ALL .Di ERS ON DITCHES '`
AS,: SHOWN ON THE PLANS.
`PONE: �9��} 779w4:$54
SEDIMENT
ATICN AND EROSION" CONTROL DEVICE: SHALL BE, INSEPECTEO EVERY WEEK .AND 'AFTER;
91 EACHx:• . SHEETS:. a
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EVENT' 1 .SEDIMENT THAT HAS ACCUMULATED SHALL BE REMOVED.
EVERY RAINFALL EVE �2. OR GREATER
ACCORDING TO "THE MA NTNANCE E'E=QI#{aEMENTS' OF: 1=ACH DEVICE. fN AREAS" WHERE SEEDING IS
REQUIRED`, PATCHES OF' BARE SOIL SHALL BE :STABILIZED:
S BEJOINED";:AND��GR '�ED �INTo� � ,��:�.
O; BERMS SHALL BE CONSTRUCTED, .AS: 'THE PROJECT BEGIN ANDS SHALL �.S -COVER' SHEET:A
ND MINE, f R DED DOWN AND THE SEDIMENT
'THE. SLOPES. OF THE SEDIMENT BASINS.'.. AS :THE SA S G A '
A
EGRADES,
v1 ES SHALL. BE REMOVED. ONCE TH .ARE ��.: z�,,•
' WITH: RELATEDP.fPES..AND :OTHER :DE. C
BASINS,
S:ITE:'AN; = S URROU�N -� NG AREA .:
HE BERMS: S THENBE COMPLETED AT
FEET BELO�I THE: �BOTTt3M. GRADE OF THE 'BASINS_ T ER S HALE
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THOSE LOCATIONS.
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- V :DEPTH APPROXIMATELY 20 FEET W T
1 OF :THE PIT SHALL. BE. EXCA ATED TO :,.A P H OF:APPR I H
11 THE INTERIOR,
IDE ,SLOPES OF 3.1.
T O : AN, : ERO S. O N
O TRO LA
INTERIQR S ,
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- ENTAT. O�' � ''A N- :ER.O S: �O.N 0 - :� TR O�L •PLAN:
O-� G DING PLAN T
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GRADING ' LA FOR E .STNG . I ': ` E:
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�l SE `MENTAT ON AND ER SOON OO. TROD. DETAILS:
SHEET' NO.
"> ;ME TAT 'N. :AD ERO"Sl.O OTROL E.TA .`
I.
SE L �TAL `
E" .,
SE E TAT ON AN R0. ON O TROD DETAILS.
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