NCC241475_Site Plan or Location Map_20240517

•
APPROVED FOR CONSTRUCTION LaridDesigri•
• DATE:4/18/2 BE EROSION CONTROL NOTES: Gil v'�'Sii
\a PROJECT NUMBER:LDCP-?023-00387 / �� // I / /' 223 NORTH GRAHAM STREET
1. ALL STD.NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS CHARLOTTE,NC 28202
- My/// / / / / / 1 MANUAL(CLDSM). 704.333.0325
TORE INFORMATION, EASE CALL poa 33s s,9 or vot oPanonewale FOR
/ / / I / W.T.H 2. MINIMUM EROSION CONTROL REQUIREMENTS ARE AS SHOWN ON THE DRAWINGS W W W.LANDD E GN.COM
"oTE.THIS PLAN APPROVAL OR
�RLTTE- ARRIS BLVD NC ENG.FIRM LICENSE#C-0658
NOTE me ON AT L roan iourvo PRIOR / 1 / IJ _ _ EROSION CONTROL SHALL MEET ALL APPLICABLE LOCAL,STATE AND FEDERAL
CHARLOTTE- I TO / / _
MECKLENBURG / _ U. / ' / _ - . LAWS AND REGULATIONS.CONTRACTOR SHALL MODIFY EROSION CONTROL
PLAN SING DEPARTMENT I: 1 / `. MEASURES AS NECESSARY TO MEET LAWS AND REQUIREMENTS OF REGULATORY
NOTE THIS PLAN 'AL DOES NOT INCL.,\r...... ZONING_ALL / / / I I / AGENCIES AT NO ADDITIONAL COST TO OWNER.
q \ -
F 'LEASE 4 / (J ( ( /
E O.
mc w * 3. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM
roc-,LASE -� o IrvEgRmnnorv '��;� o I �/ THE ZONING ADMINISTRATOR.
•/ / ->,\ \ / / / \` / //e 4. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION
•.� OF THE CITY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
/ \ ( / APPROXIMATE STOCKPILE
/ \ \ N' / ( ( LOCATION / / 5 GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN
/ f♦ \ _ rr/' 17 I "" - / IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS
\ / SUBJECT TO A FINE
+ // (\\ I I -I i I \ J\ - ".\\\ / -- � \ \ 6. ALL DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
/ ■ / V '`., II IL'1 STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT
/ / / of ( ( \\ ``n I,I \,,,,,-- WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
/ / w: ) / Im - - - / _EXISTING PAVED ACCESS ( /
( / / / / a - ROAD(FROM W.T. i,_
•- 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAYBE REQUIRED
• i I J BY A REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT.
/ ■ I / I I \ \ I T `\ *. �F I I /V- - � HARRIS) l .\ 1• ({,,
/ / I \ / \I) APPROXIMATE LOCATION 8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.2:1 FILL SLOPES GREATER THAN
/ \ // ( , // :,I '\\�OF DAM REMOVAL WORK ^ .r, ( 10'REQUIRE ADDITIONAL TERRACING(CLDSM 30.16)
♦ 1 AREA \ U //
/ / ® / / \ \`��:�-� l 4\\//'`(, �/ \ \ 9 PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD
• / / \ ♦ - 0 �. \ ` __ BE CONSTRUCTED AT 2:1(HORIZONTAL TO VERTICAL)OR FLATTER.PERMANENT
• /� / _ * SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS
♦ I I 8 I\\ \\�> �%/ S �c eN oD� j 14 I\ INDICATED.
NDICT MATERIAL HAULED TERIAL IS BROUGHT ONTO FROM THE PROPERTY,THEN THEE PROPERTY
ONTRACTTOR SHAL WASTE
/ I// \ I ( e * / �, I 1 DISCLOSE THE LOCATION OF ANY OFF-SITE BORROW LOCATION AND/OR WASTE
/ \ , \/ �,�������,' BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR.
\\ \ II // \ \i�� =� _ ji,j 10 APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
/ - Vice
® \ �\ I \\ I / PROPERTIES.WHEN FIELD CONDITIONS WARRANT OFF SITE GRADING,PERMISSION
I MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER
© \\ / / / ( o, \ / \ �� 11 ALL EROSION CONTROL DEVICES SHALL REMAIN UNTIL SITE HAS BEEN
/ \ I / / PERMANENTLY STABILIZED
• ( ® / i \\ I y; / 12. ALL PERIMETER DIKES,SWALES,DITCHES„PERIMETER SLOPES AND ALL SLOPES
/ , ® I I STEEPER THAN 3:1 SHALL BE PROVIDED TEMPORARY OR PERMANENT ".Rw LLw
= / STABILIZATION WITH GROUND COVER AS SOON AS POSSIBLE BUT IN ANY EVENT
/ Q I I / WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.
/ /) ( I I / 13. PROPOSED CONSTRUCTION ACCESS ROAD ALONG CREST OF DAM(ONLY)TO BE p
/ ( / /\ STABILIZED WITH A 6-INCH COURSE OF COMPACTED ABC STONE. �e'4
I
14. PROVIDE A DOUBLE ROW OF HIGH HAZARD SILT FENCE ON DOWNSTREAM SIDE OF a°
/J \ II I �.\, \ DAM AT 3-4FT SPACING.
I I I I
__ g; 1 I v -�,-. / MAINTENANCE SCHEDULE: sE"
// / -/ II \ \ \\ of `\ - /r/ _// // 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR INN333.
/ Y I i I I l \ • , / STABILITY AND OPERATION FOLLOWING EVERY STORM EVENT,BUT IN NO CASE `xxrvrv,s'OESIG T''',�
\ / / / / ( \ \ \ \\ -+_ / -- / LESS THAN ONCE EVERY WEEK.ANY REPAIRS OR CLEANING NECESSARY TO , l' I4
\♦ / \ \ I `\ v _ MAINTAIN EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE COMPLETED * -,.C'1'S
\ -/ , : \ \ \
/ I \ \ ( \ IMMEDIATELY. y
\ I - I \ \ \ I \ .,� / . CORPORATE
\ / 2. ALL SEEDED AREAS SHALL BE REFERTILIZED,RESEEDED AS NECESSARY,AND _ �` /S
•■ \ \ \ \ \ \ / / MULCHED ACCORDING TO THE SEEDING SCHEDULE. - C CORPORATE
-,
\\ \ \ I \ / \ \ \ \ \ �\ // / �� %�"l`O:ervc FIRM oaEse,.;�a`�
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S.
\ \ V \ // / CONSTRUCTION SEQUENCE:STAGE 3 %`PAjj"'�-gp'vo`��
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I "'n m
/ / \ I I \ \ / / 1. FOR STAGED EROSION CONTROL PLANS,CONTRACTOR SHALL MEET WITH EROSION II II\17\
/ I �I ,, / CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH STAGE OF EROSION
/ / // I (I POND 1 \\ ) • /' / / / / / CONTROL MEASURES.
/� / Iy I NORMAL WSEL=±7S5.86' \ I.' r / 2. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION oI L'A"
/ / / / I I I CONTROL DEVICES AND STRUCTURES. <N pQ'�'•i
I 0Q F 6 /^.
* I ' ( \\ ( I I / / / 3. CONTRACTOR SHALL INSTALL NEW OUTLET CONTROL STRUCTURE,PRIMARY .4076i
= E
1 0
\ I ( I; ( N.
\ I / / /I m / I / U. ` SPILLWAY,AND DAM EMBANKMENT PER DETAILED SEQUENCE ON C2.02 OF THE 4N. �Jryl•"'�
/ \ \ / % / I, ! \ / / \ - DAM MODIFICATION PLANS. 001
/ \ ` \ (--‘.............. <0
I / 1 \/ \ I \ 4. DRAINAGE CHANNEL SHALL BE REMOVED AS DAM EMBANKMENT IS REBUILT. 4• Q.!
.{ /r \ \ \ I / 1 / \ \ \ PERMANENT CONTROL STRUCTURE AND PUMPED DEWATERING OPERATIONS 'g`'tib)NEE,,pa
\ \\ \ / / /m \ ) SHALL BE USED TO CONVEY WATER FOLLOWING CHANNEL REMOVAL. �'�FMr S.%OP',.S`S`,
ofi
!�� I ; • / / 1 A / I ; _/ / 2024.04.02'1 w.U2;261 4.00'
\ __\ / \ ) DEWATERING PUMP PER CLDSM / 5. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
I / \ 30.13.SEE CONSTRUCTION
♦ ♦\ \J /) \ / \\ Lp \ ) m SEQUENCE FOR DRAWDOWN /
/ 6 SEEDWGEON THE DAM.
ALL DISTURBED AREAS AND PROVIDE PERMANENT PROJECT
♦ •: / \II .• III \ \ 1 \\ / �� // .� 7. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF GRIFFITH LAKES -
( \ \ �.. EROSION CONTROL MEASURE.
\ <Q •N
�\ I I \ \� I // • 8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE PHASE 2 B
I LD / WITH THE N.C.EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL,
N.
\ IU.S.DEPT.OF AGRICULTURE,CITY OF CHARLOTTE EROSION CONTROL
\. ROP.8x8'RISERORDINANCE,AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
RIM:786.8
/ I . .3(SLUICE GATE \ 9. 4"SLUICE GATE SHALL REMAIN OPEN AND THE LAKE CANNOT IMPOUND WATER TOLL BROTHERS
/ \ �\ 54"INV OUT 77290(HEADWALL) UNTIL APPROVAL FROM NCDEQ HAS BEEN OBTAINED
l O •♦ /�V 1 #4 �� 7416 OLD STATESVILLE ROAD
/ --J ♦ \ ♦ I � \ - f):kQ+f `� 63, iFY♦ �� ► CHARLOTTE,NC 28269
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/ \ 1 IL \\ P15-CBS.. � ��
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/ \) / (� ♦ \ CATCH BASIN INLET PROTECTION _ . -
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-/ PS-CB(SEE SDRC 2022 00036) \ - __ _�� wrvooss cN PRa.
I / ` --- CATCH BASIN INLET PROTECTION IWI'
N �Y�� �.� �-= 1018334
// (CLDS#30.15) I I --__- - ♦i(g a
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.71
`(� LL +- -.� REVISION/ISSUANCE
�/ , i/ \ ♦ ' NO. DESCRIPTION DATE
C i \ is� LAND DEVELOPMENT-( 1ST SUBMITTAL 10.13.2023
/ r / / /------:
__ �• �1.0 � �- ��■ ��.�) \ -- - LAND DEVELOPMENT- 03.08.2024
_ __ iF'I��I�p _
2ND SUBMITTAL
J 4 i /� / I _ - ■ .C' its ��� __ \ '\
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/ I I ��_ P14-CB ♦BD -_ -..�® - - LA 3RD SUBMITTAL DEVELOPMENTND 04.02.2024
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r/ r �J / / / / / I CATCH BASIN INLET PROTECTION ♦m ♦m 1 - - -
/ tity ' i i / l _ (CLDS#30.15) S♦m \
i mot �G ♦m ' ; LEGEND:
C ` ../' EXISTING DIRT ACCESS ROAD \ / �� - / �� iGT) ' / \ \ CONSTRUCTION ENTRANCE CLDSM#30.118 :1:::::-::-::::- t♦'
'� / r //j �-- - �\ •. -� "- /� \\\_ \ \\ LIMITS OF DISTURBANCE LD
/ / / /j DENUDED LIMITS(3AC) \ `� aoe NM • \ \ \\\\\ TEMP.• DIVERSION DITCH CLDSM#30.05 - TDC-
it
J - - • to .s aos - \ \ INLET PROTECTION CLDSM#30.15
/ / / ,� /// /// // DOUBLr- W HIGH-HAZARD \/� , LD - 1\'i�pyf i \ \1\ \
J �- \ / / / / FENCE AT 3-4FT SPACING(CLDSM
\\ \ ;lilt
•�+,r' y��.' FILTER MEDIIA/SILT SACK PER CLDSM 30.13 \ \ \ BLOCKED INLET,_ '\ / I /// �\ - HEADWALL acs A El
\ \ \\ \ / I I I r / ♦'\ I-\- \ ROCK CHECK DAM CLDSM#30.10A
/ / I I �' / \ RIM:777.61 '�` 'y'•1 \ \ \ DESIGNED BY: JSI
/�\`\ _ �/ / \ -\ 54"INV.IN:772.15(PROP.8'XB'RISER) \ \ \ HIGH HAZARD SILT FENCE CLDSM#( I ` a' DRAWN BV: JHF
/ / ) / \ \ \ \\ Il I I 0"stti'� �'\FM -FCO. \-_ 30.06B CHECKED BY: JSI
i- _ / \ // \ \ \ \ �\ , PROP.RI D50 P BA04 FI // I ' ' �-#* }+ +� - _____----\\ SILT FENCE CLDSM#30.06i�N \\ \ \ \, \ DMAX-070 F / / -- ---- TREE PROTECTION FENCE -m�TP-7Pscale NORTH
O �, / _ '" / \ \ \; \ RIP RAP THICKNESS-1.0F / I +\
_ \ I BASIN WIDTH FT j/ TEMP.STORM PIPE
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/\R n,P POPLAR / /\ \ / y \\ \\ `mq \ \ \I BASIN LENGTH-18 FT I / I*** \ BASIN BAFFLES a VERT: N/A
/ l/ <� / It*
\ APRON LENGTH-4.5 FT 0.12 AC.PERMANENT / \,\ HORZ: 1,30.
\ \ I WETLAND G IMPACT _ DRAINAGE AREA
� P -'���- / \ \ \ POOL LENGTH=13.5 FT , _
r -\ \`//� \\ \\ \, \\ \ POOL DEPTH=0.80 FT /�\ r/ + _- PROPOSED MAJOR CONTOUR
5 n I`l - CD 0 15' 30' 60'
\ , I \ \, I PHASE 2 BUFFER it 1 * - PROPOSED MINOR CONTOURSHEET
"RJR 1 <'\ - \ \\ \ \\ ,\\4 \\ \ ) , I /I \\ MITIGATION AREA I /I. +++ EEXISTING XISTING RIGHT-OF-WAY
OUR -- EROSION TITLE
\ 1'
- - - SIGN CONTROL-STAGE
3
r \ PROPOSED RIGHT-OF-WAY
C2-03