NCC233696_Site Plan or Location Map_20231218

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/ - 7-v / / ,_y 1 I/ h A . \v v\ v v v Max Drainage Area= 2.25 ac v v v v v v v v ��. 0 = YOO/ / \ Max Denuded Area= 2.25 ac \ \,c Bp.� \ \ _ ry JN
N
/ I\ ' ,'
J PSF Fsr hGI 1 y:♦ 1 v �-v �` v Nv :N:)‘:N‘
v � �\ � --/ Mof / _ '>v _� v v �a 6SgillwaY Eleillway �v� 732.0 0 w v v � A ��
SF Fry N b�P-I' 734\) N V pk.s v v ��
6\\\ ' �iSILT FENCE OUTLET(TYP) 6klmmer PIDa Diameter= 2 ID \\ � \\ -- �\
\ / INSTALLEDASPARTOFVARP \7'5
'I \I ^Nj/ T38 X ,\ \ \ \ COMMERCIAL EROSION CONTROL Skimmer Orifice Diameter= 1.5 in , \N
\ ',/ \\N. \_.- \, ' \ EMERGENCY SPILLWAY N N
053AC I I I l /\/ // Tag s • I° Y/
TO STONE / L 4o-_t\\\\\ a\ St02QBR2Q'd= 4,050.0 of
•\S•�♦ ���� i' \ WIITTHSDIRMF2021E-00181)TING ifi
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co
v OUTLET I I/I I \I v I�✓//// / 1 �v-- v -iN Storage ProHded= 5,724 of A �j/ N /
. ,�V v v v Av,V CL o
- -I I 1 I I I I I I 1 17,I\/30'ELEC NSF \\\a \\ �� \ EXISTING MH(PER SDRC-2019-00049) Bottom Elev= 729.0 \/ ✓ - \ N. \\ \ \•, n- Pr N
I rII " ES ,---AP------- '.
// \ \ \ 1 \ 111_ E Z
- I- - 1 I I / II I ' 1 \\ �• > \ �• �\ Top of Dam EIeV=Elev.Top of Storage 733.5 SKIMMER5 © ® \ \ \•� � Z V
I 1 I vvN - vv °v. Ex.15•sD ate_- v v v - ti
I :I-' I I I I / / / �� \ �- BAFFLE •Y\ \ �. H
v ,-A A 1 < 3
EXISTING TREE I I / 1 1 \ I I'I J I I 1 N N N (TVPN ® ,,��' \\\ \ /.
/ ,J ♦ \ \•..\ \ 9 Required Surface Area= 2,562.3 sf INSTALLATION \ \\ O
SAVE AREA I / \ I I `�` N . \\ \ \ Fronded Surface Area= 3,075.0 of \q,\�-
\� ,"1 +'+1+ I I I I I LIMITS OF I N. \\\N-,,.---,,;,,,,,-,,‘, .-',,,„_,. .
--„,‘‘,/,,\ \ -� STORM BV OTHERS,SEE PLANS ` i \\'YJ, \ \ \ V U
' I III GRADINGI ' ♦ ; \ / sip
BY DRG#SDRC-2019-00049 \ �'� '� \ \ q 1 1/
\+ +I+ (TYPICAL) �♦ ,vy v Area at contour \ �� �
\\ 1 1 I I� ; I I II nl TEMPORARY STOCKPILE J♦ ♦�`\R% \�� may,\ -_\\\\' Area 1,504 Sf • \` \ _ / / '• a
I Ai FOR BASIN BACKFILL \ `\� \\ �. h' 731.5 3,075 Sf /� \, .�V *,y
\ -� TREE \ \l/ \_ \- J N. �N. //
\\ \ ' I I WV PROTECTION I \ -- \ \
\ \ (TYP) \ \\I \,.\ 1 I I ••� \\ �\\ - \"- r12.3'EMERGENCY H\ \ HI H .I-�� \' \'
\ \ 1 / \ \x� \ SPILLWAY SKIMMER BASIN#2 ��.T \
\ 1 1 \ r��� C l L-aoo (rfr
•
\ BASIN TO REMAIN ACTIVE UNTIL EROSION
\ \ \ \ \\ ` I \ x\ G. 1 / y \` \ \°a \ \ CONTROL INSPECTOR DEEMS SITE HAS \ \\ / I+ •
\ \ \ I \ \ v \ 1 \\ \ lJ I '� - \ / \ y \ ,y, !�\-�\REACHED A SUFFICIENT STABILIZATION / \. / ♦�
\ O \ \ \ \_ *L \I \ \ ' \J/ /N.
\\ \ POINT FOR REMOVAL COORDINATE / \ `� �� / \ \ ,114
I \ \ \ 1 _ \ CONSTRUCTION ACTIVITY SEQUENCE WITH \ (((��� -_ NN
\ j \\ \ \ \� \ , \\ ' .o \ * \ \ 'A- '� 1 \INSPECTOR IN THE FIELD.\ / // / �5'X 10 X12'
\\ \ IJrk ` • \/ ''\ /- t o RIP RAP APRON P
\ \� \\ \\ \\ ->�, \ \\ \ 1 \ COMMERCIAL V((( ,.\ ,\ may` / /\ \ \\�- --- / \'\• • �?�\'\• l/ 8, �) Q
\ \ \ \I \ \ \ OUTPARCEL /� ,`��tl� '\\ �\ \ISTING DI(PER SDRC-2019-00049 •�� \ �` 1 LL1 z
\\ \\ \� \ `VTI \`j\ = 1 \ "n •® `i A' - \ ��AND SDRMF-2021-00181) , - 3
\\ \\ \�\\\I\\\ \\ 4' \\\ 57/, �\ 1,\,�I,�� ,` / \ - _, 5X1o'X 12• I �\ v 0
\ \ \ I \ i\ �\ HIiffi��' �J �' \\\ �4 --_ RIP RAP APRON(TYP) Qtj 4 _ / ��� • JCe
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\ \ \I\\ M\ ,ti't'�. I17i...N e,� \ ~\, �•� \\ ..\\ ° ' / //` ,- \ \ I / , \�` \ /� w J ~ V
\\\\1,\\ \ \\ �\ \� / ��'.I -` �/ "'Y/.. 3 CRAVEL OTE RAP FILTER L -- $ / - \ . Z I Q I / J -` - LSO .BERM PROTECTION 1 a2. / 11 1 '^ O
I1 �/ � J ��. 6" �i dam: � •.. VJ U
A C N�� TREE PROTECTION T P.) w O
N \ \ 1 _q'x\ 1� / • "=� \ \ IiiiiV \ 1 I I .��� ° •_XCAVATE BOTTOM OFBASIN -•J J O Z
DOUBLE ROW OF SILT FENCE \\ r\- \ /�� ® 'm / / \ \ Ce
/•°/
C! ` `� �•\ �, 1 BELOW SKIMMER
(TYP.)
L'302 \��-L. I • n / /// �\ r4, j� - IMITS OF GRADING(TYP) 1 _ • j ELEVATION. ��. ▪ Q (•� O V Lt.I
2- \ �-- Alk (NOT INCLUDED IN VOLUME I- CO
INSTALLED AS PART OF VARP ' \ \ J1 I \ / • \ //.'- / �\\\ \ \\ f - 12"FLEXIBLE PIPE CALCULATIONS) 0 Q LLl
RESIDENTIAL EROSION v v I 1 l / 1� o / i / / w ,-w v .`h /\ NOTE:FOR EROSION CONTROL MEASURES IN SLOPE DRAIN W
CONTROL \\ ',\_ p, 1 I I 8 1 / t.. 14// ,--,.//� \ \\ \ • a RIGHT-OF-WAY AND OFFSITE,REFER TO n/ z rY J
\\ 1 I I. I -V '/ TEMPORARY PIPE#80 LF OF 15• \ \ \\ APPROVED NCDOT ROADWAY PLANS PREPARED W LL Q w � J
E I )RCP.INSTALLED AS PART OF \ \ < \` /\ BY DESIGN RESOURCE GROUP UNDER PERMIT 1 SKIMMER BASIN NO. 2- ENLARGED PLAN J fn
\ I 0.32 AC \ 1 / / //INFRASTRUCTURE ASSOCIATED \ \\\\ ♦ #SDRC-2019-00049 0 J Q
EXISTIN N 'I TO STONE �I • ` / , �- - / / PROJECT v v v
\ WITH #SDRMF 2021-00181 \' \\ - SCALE:1"=20 Q
SEGEMENTAL BLOCK \ h ` INV UP 7325,INV DWN 731.5 \\\ \ \ \r ` \- ----�^ - L-�oo c <
RETAINING WALL(SEE \I OUTLET \I ' '-V / / TO LATER BE GROUT FILLED AND \N. /� \., `� EXISTING MH AND STORM PIPES L U
SDRMF-2021-00181) N \ - -' - ' PER SDRMF-2021-00181
\ I /ABANDONED ONCE EROSION \ ✓F `� ( - --- ) -- ----_
\ / / INSPECTOR DEEMS SITE -\ _
\ ?,1 I / \ ' . / / __ ^STABLIZED" - T- \♦/ y
C1. �5 d // 3 12"FLEXIBLE PIPE \ \ �� �� \TH-
i_ ° L-303 - 12'WIDTH MULTI-USE PATH BV OTHERS.
1 +7 * SLOPE DRAIN -- - , \ ,� .,,,,,_,.....7
- (PER SDRC-20 9-00049) LEGEND:
1 ^� °' ° 60:'-/ (0.15 AC DRAINAGE AREA)
, - - ,- (COORDINATEICONSTRUCTION AS NEEDED)
Y
c /\ •�_�•� \\ , � ,\ �� ` _ � �` ---� PROPERTY LINE
f er / \` \ - \ / EXISTING DI(PER SDRMF-2021-00161)
SILT FENCE OUTLET© \ ' -- EXISTING CONTOUR- /. \ _ / XISTING \ , \ \ `\ _ -�40-- LILES CONSTRUCTION-CONSTRUCTION SET
(TYP.)® LIMITS OF I °1 �- I INFRASTRUCTURE / A \ ` � ronxmzan 1smnN
INSTALLED AS PART - _ - '/ y / / I \ \ \ ` /\\\ y 3 740 PROPOSED CONTOUR
GRADING - \ I INSTALLED AS PART / TEMPORARY DIVERSION \\
OF VARP RESIDENTIAL 1 �'--' °' / / I SDRMF-2021-00181 / DITCH#1(0.82 AC SEE 1 \\ \
(TYPICAL) f I / \ / (' ) ® �� yyy \ ♦ \ / EXISTING 3P STORM 8 30' /
EROSION CONTROL I J (SHADED) / / _CALC PACKAGE /\\\\\-///\\ /" ' X\\\\r // APPROVED RTAP BV DRG SOR FES(PER ---- STORM DRAINAGE PIPE(PROPOSED)
1 >43- / S" / `\ I. 1 C-2019-00049)
rn }Q} / 2.25 AC , N
\` - 'v STORM DRAINAGE PIPE(EXISTING)
/FHA
0.21AC - // i // TO BASIN#$ , � ���oe _.._.....�_--/-
-` „\-- EROSION
EROSION CONTROL NOTES: TO STONE yo CONTROL -
T '1\ FLARED END SECTION
OUTLET \\\ e W/RIP RAP APRON
/ -744- 1 \ // // --- , WATTLE z\ ♦\' \ ////////��� -\ a �;
/ //I \ \ .V Ss \ / / CHECK DAM / / / ��\` \\\\ /- v�/.�� P CONSTRUCTION ENTRANCE PHASE
1. TOTAL AREA DISTURBED-302 ACRES / - 1; \ / / , -�/ / - �!� ♦Q�\\ ) / . ,"O IY IY I.
2. SOIL CLASSIFICATION:CeD2,CeB2 WkE,IrB&MeB �\\ / 7 i v, /F v
3. ALL"CLDSM STD."NUMBERS REFER TO THE LATEST EDITION OF THE CHARLOTTE LAND DEVELOPMENT / / �' \ \� , Ir \ // / , © -/ / / - ^ ,L EI'/ T l ��/-
/ + ... .s\' , // / 30, xL\T I I EXISTING INFRASTRUCTURE INSTALLED
STANDARDS MANUAL. / {rl \9 �. // SILT FENCE(TYP.)- / 7 / / / / ROp c ""}}fit -' AS PART OFSDRMF-2021-00181
4. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. / �'\_-rI `' \. , ® / / // / 7 / / - y --/ I
(NO PITS ARE PROPOSED FOR THIS SITE.) // ---- ¢ ` y\\\I ,/ \v // // / // // -�` \\ h`
5. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT // i- \�) / \ / a -- ,/ // / 7' / / //\ /� ,5S WADDLE CHECK DAM Irlllp
PREVIOUSLY APPROVED. - - �P \\ / / / -- - c / 1tt1 1/4
/ - - - \ u' "%--- - TEMPORARY DIVERSION - / / / D ,O C TZp
6. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE /L- -- I \ -tea /� \\ - / / 7 7 - I 1 A R
\ -'I/ \ DITCH#2(1.23 AC)-SEE ---- / / / / / 7 � DRAINAGE BOUNDARY 'C 0
CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. / - \\ ) \ ,/ / / - .�/,s ``,Q •••`E""'•�/i
/Ss' \l CALC PACKAGE - / / / / / y �T`---- �`Or•.Z��
7. SLOPES SHALL BE GRADED NO STEEPER THAN 21.FILL SLOPES GREATER THAN 10'REQUIRE ADEQUATE / I 1 \\ \ . \\ -- , / / / / / /. I = SOILS BOUNDARY 2 j• Qj,71.1
TERRACING PER CLDSM#30.16. / / / A.\\ \\ /\ ' \\ --- -- k / / // // / *:dA 55 *�
8. THE DENUDED AREA LIMIT SHOWN ON THIS PLAN IS THE MAXIMUM AREA TO BE CLEARED.THE SURVEYOR / /T II \I ^ \ .7/ \ \ -- / ,'1 0 / 7 7 / P / PROP ORANGE TREE PROTECTION FENCE '" C-2$3 F:
SHALL DETERMINE ACTUAL REQUIRED CLEARING LIMITS. / I/ 11 ✓. \ I \ - - ,/ N9� / / _ �pq
H. ALL PERIMETER DIKES,SWALES,DITCHES,PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL / /I I r' I I I \ •/�`. \\\ \ -- /
7 / / // `/ \ / -•a`
TO 1 VERTICAL(3:1)SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS /- CI I I y \ - \ \\ r�- / / , / g0 / / /I. `/ + •• / / ,� \ \/� LOG LIMITS OF GRADINGSOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM LAST LAND-DISTURBING ACTIVITY. / / I // o 1 \ \ / / / / /ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH / I / / \ / / /` /�� // -ilk t /#.5.
SW WATERLINE Zryr GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST / / \ \ \ / / / / SILT FENCE(TVP.) /h \ r111H111
LAND-DISTURBING ACTIVITY. / I I 1 \\\•\- \ \ / / ry- I r: ---------SS PROPOSED SEWER
10. THE CONTRACTOR SHALL MAINTAIN AND MONITOR ALL EROSION CONTROL DEVICES.DEVICES SHALL BE // 1 1 //// //-(� .\,y\ \\ \ • \\ / / / �y -- / / \ llttrlrrrlr
INSPECTED AT LEAST ONCE PER WEEK AND AFTER EVERY 1.0 INCHES OF RAINFALL TO ENSURE THEIR // / `" N \ \\+ , TEMPORARY / / / /�j // -/ / \• // \ SF PROPOSED SILT FENCE d��1 CA u�p4
/ I YI�I 1// \ \ INLET PROTECTION / / / / / /�; //L �. p'C� '
EFFECTIVENESS.ANY NEEDED REPAIRS SHALL BE PERFORMED IMMEDIATELY. II / // / � \\\ \ \ �j / , -y /- \ �`Q";'�1DS�'.,.j•S
I,_J, I. \ \yip \ SKIMMER �7 C).•�P •db•.�i
II. ANY GRADING BEYOND THE DENUDED LIMITS,SHOWN ON THE PLAN,IS A VIOLATION OF THE CITY/COUNTY I /// / \ / / l I \ I 1K•,
EROSION CONTROL ORDINANCE AND IS SUBJECT TOAFINE / / ' \ \ SILT SACK / / / / --- / `7 it,"
// /// //' '%•,`�\ \ \ 1 INLET PROTECTION / / / / / / - --- 2 _�� -*' 957 �:*12. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BV A REPRESENTATIVE OF / /
THE CITY ENGINEERING DEPARTMENT. - II / ® / / I / / --- -- . SLOPE DRAIN 5g.:a- y{6
1
IS. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT /, I \` 'a • \ \ / / - 1'n O�a� �{•`
PRE-CONSTRUCTION MEETING. I I/ / /�\\ e Sy. \ \\ �// / / / / / / /12'WIDTH MULTI-USE PATH BY OTHERS. - I X \ '••• •,+F k?`d9,4
\\ y / / / /CP I \\\ \\ Y� S / (PER SDRC-2019-00049) !/ ; III
TEMPORARY INLET PROTECTION •
, leV P `Z�ZY
1 �' \�' S \; / / / / / (COORDINATE CONSTRUCTION AS NEEDED) -\ \ /R / �/I 1 L
EROSION CONTROL PHASE-I&II CONSTRUCTION SEQUENCE 1 N \ IIII 1 sr�� j j to � r
SILT SACK INLET PROTECTION
O 11 �� \I \ / 4 \\\`. \ \ ��,, \\ / / , / K` J U / IV
CORPORATE CERTIFICATIONS
THE CONSTRUCTION SEQUENCE MUST INCLUDE THE FOLLOWING(ADDITIONAL DEPENDING ON SITE CONDITIONS:) /.I 1 \ \ I v \L / \ \ (G�O TREE PROTECTION(TYP.) / / / (r m^
2 1 \ 0.28 AC / / \ // �, �. 1 SJ-/-s.\ \\.\ . ® / •,'(1�yr11,`. / / / /I,• �\ SC ENS NO.3599 SC LA:NO.211
O 1. OBTAIN GRADING/EROSION CONTROL PLAN PLAN APPROVAL FROM THE CITY OF CHARLOTTE ENGINEERING I 1I I\\ TO STONE 1! //\ \ T Sg / / / 1�N� // /
, /1 i ,/ �O.'O p qr \ I TEMPORARY DIVERSION DITCH
U DEPARTMENT. f / 4S/ / \�' •
\\ / /�IAf / /
Z! 2. SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR OF THE CITY I OUTLET "" \ / / /u\ \ ` l �i,���(0 / /I /
m ENGINEERING DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES.FAILURE TO SCHEDULE SUCH I / \\ 3 \ N // / `\�/•• \ \r\\ \�_"/ / / / I,�11i.� 1 /� STABILIZED CONSTRUCTION ENTRANCE 1 j �--W_ \ Project Manager:
CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 17 OF THE CITY II / / �\ I ��' '/ / / �,'� - " O I 9 LHC
w 3. INSTALL AND IS UBJECTTION FINE
FENCURBAN
ING OR ESTER MUST
BEOF THE NOTIAGEFIED
EROSIONFTHE
CONTROL PRE-CONSTRUCTIONS
MEETING. \ \\ \\ S I y / / °�/ - '�.�\ �'.,1 XISTING INFRASTRUCTURE t�,�/,,, 1 I ¢p y GRAVEL&RIP RAP FILTER BERM
COMPLETE,PROCEED WITH INSTALLING THE STAGE 1 CONSTRUCTION ENTRANCE,SILT FENCE,SKIMMER BASINS \ I BBB;' \\ 'I (/// I\ \\ \\ INSTALLED AS PART /;I / / 1 `ITS OF / - Q y y
~\- SDRMF-2021-00181 Ltr i / Z 1 / ORIO Drawn By:
WITH OUTLETS PIPES AND STRUCTURES,BYPASS STORM DRAINAGE PIPING AND STRUCTURES,AND OTHER _ II1/ ( \ I '\\ / �f��'q'�' 1 / / GRADING / �� SJH
EROSION CONTROL MEASURES AS DEFINED ON THE PLANS,CLEARING ONLY AS NECESSARY TO INSTALL THESE -- V' \ - )\ \ \ \ / \ / (SHADED) .fC�}e�`l; I II`• / C I
DEVICES. \II / (� \ \ I y\ P{ / ��1`7 yx� / 1 (TYPICAL) a,.. I IY•
4. CALL FOR ON-SITE INSPECTION BY THE CITY INSPECTOR.WHEN APPROVED,INSPECTOR ISSUES THE GRADING \1 // / \ \y \� / \ / / I )� ! / / / / '' //
U PERMIT AND CLEARING AND GRUBBING MAY BEGIN. f' \ �/ '� ' \ \ I I - \ ¢Q \\ Tj / •,� � EXISTING , �1V / I Checked By: MDL
O 5. PROCEED WITH DEMOLITION,CLEARING AND GRUBBING,AND GRADING WITH NO MORE THAN 20 ACRES �I 1 / L'/ \ \ \ I - \/ G \ / °\/ EXISTING / / / / / \
Q UNCOVERED AT ANY GIVEN TIME DURING CONSTRUCTION. y\- ��- �\L E /�\ .J \ \ \ INFRASTRUCTURE 1►0� , 1, / / INFRASTRUCTURE I 1 \
6. INSTALL STAGE 2 EROSION CONTROL DEVICES AS SOON AS FEASIBLE. I / / / / SEE VILLAGE AT / \ \ \ / . 'V�� f I INSTALLED AS PART , II \ 0 30 60 'I20
\ / \ / / INSTALLED AS PART L�� �' I / �I, Date: 09/29/2022
7. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND l //// r RESEARCH PARK // * 1�'� SDRMF-2021-00181 \
rn STRUCTURES. I I /71177 \ \ / m \ / SDRMF-2021-00181 I�� I \ (SHADED) ,
8. FOR PHASED EROSION CONTROL PLANS,CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR // 7 RESIDENTIAL PLANS ,1 S,' triT
_ f \II //� / SDRMF-2021-00181 /\ /r/ % / �\ s \ F\ l (SHADED) �•'� • 1 \ 4 . �JI SCALE:1°=30'
m_ TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES. 1` \\ // \ / \ / / I \�' / / 'Nil/..1, �„ \ , N :',�'J J Project Number: 20054.1
9. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. 1\_ 1 ( \ D.A.LINE TO SKIMMER �' \ / ,�•{ 0��' \ I REVISIONS:
E 10. PROCEED TO STAGE 2 EROSION CONTROL(SEE SHEET L-302). 1 \\I \ \ U'J _ BASIN#2 // � ) - / / R�9 I1i' I \ \
0 11. AS SOON PROPOSED STORM SYSTEM HAS BEEN INSTALLED AND APPROVED BY CITY ENGINEER,CONTRACTOR I \ / I` / 1 1• \ \ - '• \ No. Date By Description
O SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH PHASE 2 OF EROSION CONTROL 1 ° //\\// r / /\ , \ ) ,IL. 4�.\ -
'it'
MEASURES ( VI / vI / , %/ �,.--, 41, \ Sheet Number:
0; 12. INSTALL STAGE 2 EROSION CONTROL DEVICES AS SOON AS MANUFACTURER'S REPRESENTATIVE HAS CLEARED I -" \n \ / \ / / \ / X\ (I_ •\� • \
THE INSTALLATION FOR GRADING TRAFFIC. I - \ \ 1 \ S� �• ' I j \
13. REMOVE SKIMMER BASIN#2 AND BEGIN PERMANENT STABILIZATION TECHNIQUES WITH SEEDING AND SILT I \ 11\\ ° ) I I 1 I1 \• ° /'/ a* [1 1 •.\' \ I\• \ 1 I \ \
FENCING. \ 11 / I 1 I// \ Lei \ I��./ �.. -\. 1
14.Li STHE TRUCTURES
SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND 1_- \ \\ \\ \\ // fij� _ _ _ \ _ ` \ > �- ° \_ ) �_-s I I \ \1 O 0
15. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES. / /^ ,I - L" / / / / / / I \
I6 ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NC EROSION AND I II \ / / 1 w L I• I1 / 'I \
e With 1 KYBALD STREET / / / I 1
o SEDIMENT CONTROL PLANNING AND DESIGN MANUAL,U.S.DEPT OF AGRICULTURE,CITY OF CHARLOTTE \\ .° /\ // / I jr, ^V The R /1 (PVr BT I \ \ \ �\
EROSION CONTROL ORDINANCE,AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL. \ 1 \\ j \/ // 1 \ I 4.46 AC 11. 1: To CO S r 11 \. \ - \ \ \ \ \ \ 1 \
0 I F. TO BASIN#1 m ..
1 Engin �\ 1
a I �_�_# "I--I 1 mnlan 1Niff - / `+ , \ -��.T-1 \ , I 1 SHEET#8 OF 17
.,arolina State Bui