NCC222998_Site Plan or Location Map_20220906

FINAL APPROVAL 6/27/2022
CHARLOTTE. PR03ECT NUMBER: ESDRMF-2022-00001
ENGINEERING Robert M Zink
PCSO / DETENTION /DRAINAGE PLAN
EROSION CONTROL Peter Rodriguez
URBAN FORESTRY Jonathan Wils n
TREE ORDINANCE
6 37 24 RCP
C O Kevin Parker fs
Cg 51, /
NOTE:
SCHE
ULE PRE -CONSTRUCTION MEETING
AT L
AST 48
HRS. PRIOR TO ANY LAND
DIST
RBING
ACTIVITY USING THE ONLINE
FOR
FOUN
AT http://charlottenc.gov/ld
TC/BC 5
8" V 684. 3 l"V U 6662 '
.40 Cp
CP
V /
0
MATCH LINE
143-041-25
LAKEPOINTE HOTEL INVESTMENT LLC,
C/O CHANDRESH B PATEL
1719 FUNNY CIDE DR
WAXHAW NC 28173
INSET A
1 "=100'
PR OSED PUBLIC STREET TO
DB. 31601, PG. 948 aCONSTRUCTED AS PART
EX. LAND USE: OFFICE OF THE ADJOINING PARCEL
ZONING: 1-1 (CD) DEVELOPMENT (143-031-33)
PER THE PREVIOUSLY
APPROVED SUBDIVISION
PLANS FOR THF4%0�%D (APN:
SDR,q°??5j9,W090).
TOTAL LIMITS OF
DISTURBANCE:
21.3 AC
143-031-33
AGS HOTELS NC LLC
7505 VILLAGE CLUB DR
WAKE FOREST NC 27587
DB. 33051, PG. 160
EX. LAND USE: COMMERCIAL
ZONING: 1-1 (CD)
\ I
fno
17
o MATCH LINE SEE INSET A Z�~�
a�
HEALTH CARE CENTER
143-041-06
)RESS KLEIN-CAMBRIDGE
THCARE SOLUTIONS LLC,
D COURTHOUSE RD STE 210
VIENNA VA 22182 i
DB. 28904, PG. 1
-AND USE: COMMERCIAL\
ZONING: 1-1 (CD) / \
I
N/
1430,
SS KLEI
CARE tS
DB Ra9
EROSION CONTROL NOTES -
EROSION CONTROL PLANS DEFINE MEASURES REQUIRED FOR EROSION AND SEDIMENTATION
CONTROL, AND DO NOT REFLECT FOOTING, FOUNDATION, SHORING, OR BASEMENT EXCAVATION
REQUIREMENTS OR QUANTITIES. EROSION CONTROL PLANS SHOW LIMITED PHASES DURING THE
COURSE OF CONSTRUCTION. DURATION OF A PARTICULAR PHASE DEPENDS ON THE GENERAL
CONTRACTOR'S MEANS AND METHODS. LANDDESIGN IS NOT RESPONSIBLE FOR FIELD MEANS AND
METHODS DURING CONSTRUCTION.
1. THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT
CONSTRUCTION ALL EROSION CONTROL MEASURES SHOWN WITHIN THESE PLANS IN
ACCORDANCE WITH APPLICABLE NCDEQ EROSION AND SEDIMENT CONTROL REGULATIONS.
2. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS, U.S. DEPARTMENT OF
AGRICULTURE, AND U.S. SOIL CONSERVATION SERVICE REGULATIONS.
3. ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STORM WATER GENERAL PERMIT.
4. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL
MAINTAIN CLOSE CONTACT WITH THE NCDEQ EROSION CONTROL INSPECTOR SO THAT
PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
5. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED
FROM THE AFFECTED PROPERTY OWNERS. CONTRACT PROJECT ENGINEER AND PROJECT
EROSION CONTROL INSPECTOR TO ENSURE ADDITIONAL EROSION CONTROL MEASURES
ARE INSTALLED PRIOR TO OFF -SITE GRADING.
6. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY,
RELOCATED WHEN AND AS NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL.
SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED,
RESEEDED, AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS.
7. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. ALL DISTURBED AREAS WHICH
ARE NOT OTHERWISE STABILIZED SHALL BE TOP SOILED AND SEEDED, TEMPORARILY OR
PERMANENTLY IN ACCORDANCE WITH THE NORTH CAROLINA SEDIMENT CONTROL
REGULATIONS. PERMANENT SEEDING AND GRASS ESTABLISHMENT IS REQUIRED PRIOR TO
PROJECT COMPLETION AND ACCEPTANCE.
8. CONTRACTOR SHALL PROVIDE GROUND COVER ON EXPOSED SLOPES WITHIN 14 CALENDAR
DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING, PERMANENT GROUND COVER
FOR ALL DISTURBED AREAS SHALL BE PROVIDED WITHIN 14 CALENDAR DAYS FOLLOWING
COMPLETION OF CONSTRUCTION.
9. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN
14 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO
LONGER NEEDED. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM
THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO
PREVENT FURTHER EROSION AND SEDIMENTATION.
10. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD
SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE
REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A
SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER
SEDIMENT IS REMOVED IN THIS MANNER.
1 11. WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR
X / ✓ ~ I� HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED
- ♦ I WITH A DEPTH OF STONE EQUAL TO THAT OF ORIGINAL APPLICATION.
12. ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION
DITCH 2
DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN
3.37 AC I ACCEPTABLE METHOD OF CLEANING.
`644 / / I. 13. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR
CB 2091 PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR
RIM:643.75 THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES
NV CL:636.52 ROCK CHECK DAM / 1 II ON SITE AS WELL AS SOIL INTENTIONALLY FROM THE PROJECT SITE. CLDSM #30.10A (TYP.) / 14. ALL "STD." NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
I I 15. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE
ZONING ADMINISTRATOR.
/ 16. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE
I�ROP. SILT FENCE / ( II CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
LDSM #30.06A (TYP.) I / I 17. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A
0�3 ROCK CHECK DAM Z 1 I I / I VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A
CLDSM #30.10A (TYP.) -A II I FINE.
/ \ % 18. EFFORT SHOULD BE MADE NOT TO UNCOVER MORE THAN 20 ACRES AT ONE TIME. IF MORE
THAN 20 ACRESARE TO BE UNCOVERED AT ANY ONE TIME, THE PLAN SHALL CONTAIN THE
LLC �/ / I I FOLLOWING:
18.1. THE METHOD OF LIMITING THE TIME OF EXPOSURE AND AMOUNT OF EXPOSED AREA TO
ACHF THIS CHAPTER.
L I I I 11 18.2. A CUIT FILL ANALYSIS EVE THE T HATIVES OSHOWS WHERE SOIL WILL BE MOVED FROM ONE AREA OF
ROCK CHECK DAM / -� III I / J I THE TRACT TO ANOTHER AS GROUND ELEVATION IS CHANGED.
CLDSM #30.10A (TYP.) I I 18.3. CONSTRUCTION SEQEUNCE AND CONSTRUCTION PHASING TO JUSTIFY THE TIME AND
J J I 4TR AMOUNT OF EXPOSURE.
// Y \ PORTION C�F � v II III I 18.4. DISTURBED AREAS. ADDITIONALTECHNIQUES TO BE USED TO REVENT SEDIMENTATION EROS ON CONTROL MEASURES, STRUCTURES, ATED WITH AND
PROP. LIMITS OF DISTURBANCE (TYP.) � GER
CK LAKEPOINTE COfj.�ORLCE CEl'VTER / � I
\ ASSOCIA / I I DEVICES TO PREVENT SEDIMENTATION.
AS � I D8 13908R 86 E) I 19. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER
�- (TYP.) \ J III I II �� I THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN
7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
00 4CEDAR# \ \ / , ROCK CHECK DAM 20. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
7 "#� \ _ 642 / / CLDSM #30.10A (TYP.) \ \\
\ STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN
6 3CED \ 1 I / f 11\\\ PROP. SILT FENCE I 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
7 CLDSM #30.06A (TYP.)
MH 12A9 / / / / I\\ \ 11 21 REDDITIONAL MEASURES PRESENTATIVE OF THEOCITYNTROL ENGINEERINION AND G DEPARTMENT.
MAY BE REQUIRED BY A
RIM: 636. 6 /
\E A( RI INV IN: 6 9.43 I / / 11\ l 22 SLOPES SHALL BE GRADED NO STEEPER THAN 21 FILL SLOPES GREATER THAN 10' REQUIRE
SSM 2090
642.19
N N: 630 �9,^
U T: 6 • �V
STMH 83
RIM:6478 4
INV IN:
INV OUT: \ \\\ II I
\ �\
/ \ 646
/ J I L \�
EROSION CONTROL LEGEND
INV OUT 629.43 ADEQUATE
TERRACING [CLDSM / v II II II 23. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT
WAS NOT PREVIOUSLY APPROVED.
ROCK CHECK DAM
I I 1 24. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE
CLDSM #30.10A (TYP.) / \�I I PRESENTED AT PRE -CONSTRUCTION MEETING.
o f II I I�
�• I I TEMPORARY DIVERSION DITCH 2 / CONSTRUCTION SEQUENCE:
IIIIII I
CONSTRUCTION ENTRANCE / / CLDSM #30.05 (TYP.) I I I I PHASE 1:
� CLDSM #30.11A
/ / TEMPORARY 18" SLOPE DRAIN II,III II I \'ti09 u� nu�L� roe
SEE CALCS FOR SIZING �l I 1 dwC I 1. OBTAIN PLAN APPROVAL FROM CITY OF CHARLOTTE.
` / O 2. THE CONTRACTOR SHALL SET UP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH THE CITY OF CHARLOTTE EROSION
PROP. 6" PVC PIPE FROM TIRE WASH / / �[ CLDSM #30.04 (TYP.) I I CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS
ono / SEDIMENT BASIN / / \ I PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION AND IS SUBJECT TO FINE.
CONSTRUCTION ENTRANCE TIRE WASH
/ / 1 3. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCES, SILT FENCE, INLET PROTECTION, AND OTHER MEASURES AS SHOWN
CLDSM #30.11 B / DRAINAGE AREA: 20.54 ACRES
/• BOTTOM EL.: 617.00
SKIMMER EL.: 618.00 /� I
WEIR EL.: 623.00 / II
OP TOF BERM: 624.00 I \
/ o � IIIIII
TEMPORARY 18" SLOPE DRAIN / •" 482 I III
SEE CALCS FOR SIZING / "cPP INV IN:625. I I
143-031-0�! 6�0 CLDSM #30.04 (TYP.) V INV:1426 ,IIIIII 111���J
/ C LAKEPOINTE CORP ATE CENTS 18"CPP T.O.P.:624 I
\ \ ASSOCIATES, LLC
\ _ ±14.637ACREBs / FG:624.19 ,III
I v:
Q.
ON PROP. TREE
ss 1144 \ \ \ \ / o�ti �� 6ti° 6tir / PROTECTION FENCE
I CL11 .619.07 \ °o� CLDSM #40.02 (TYP.)
\ \ FG: 625.24 PROP. BAFFLE
N / CLDSM #30.19 (TY .)
\ \ ROCK CHECK DAM ° ��
FG: 630.42 \ ROCK CHECK DAM CLDSM #30.10A (TYP.) PROP. 6' SKIMMER /
CLDSM #30.10A (TYP.) / CLDSM #30.02B (TYP.) - \
6z V PROP. TEMPORARY STORM RIS R STRUCTURE
CLDSM #30.05 (TYP.)) \ TEMPORARY DIVERSION DITCH630 / / SEE SHEET C4-11 FOR DETAILS
/ � -
47. 3 4 2 LF OF RCP 0.9 %� /
FG: 627.85 @ EXISTING 100YR FEMA I
\\ \\\ FG: 628.73
FLOOD FRINGE LINE I
612 /// 24" INV. IN: 615.50 (OCS-121) lJ / / SSMH 15 I
FUTURE COMMUNITY
RIM:607.
36" INV. OUT: 615.50 EX FES / LOODFRIINGE LINE
( ) 0
630 11 1
SS
_ - PROP. DOUBLE ROW HIGH C SSMH 1586 i
HAZARD SILT FENCE \�� �i�j �� SS RIM: 605.96
_ -
CLDSM #30.06B (TYP.) \ `\ / �- sM 645 I
RM: 610.17
UPLA N
-
ZOtiqN qc�
5oS6335' MAN, SSMR59 / SiaFReEQ\ \ �/
30' UNDISTURBED STREAM SIDE ZE ONE A \ �� S / /
P EL I INA PLANN-EDr - - _
� �143-031-07 \2�NF
MU TI-FA ILY SUBMVISION
/ M E C KL E N B- �hLT_Y------ �- _
--------------------
\ \ -� RIM TINGIFEMA F ODWAY SSMH 1
\ PP AL/ 600 E 4TH ST \ \ ENCROACHMENTS FIRM CROSS SECTION 014 \ 03.81
FEMA FLOOD FRINGE EL: 609.64 /
CHAR OTTE-W� L BURG PLANAI-ING DEPARTMENT CHARLOTTE NC 28202 -� \ �- ENTURE CO E�ITYLIN/
\ \/ � DB: 25324, PG: 475 \ \ � APPROXIMATE LOCATION
CV I Akin I ICC• Ir)r) VC:AD CI nnn DI AIAI OF IRWIN CREEK CL
ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
4. CONTRACTOR SHALL INSTALL SEDIMENT BASIN AND DIVERSION DITCHES AND GRADE AS NECESSARY TO INSTALL THESE
MEASURES.
5. CONTRACTOR SHALL SCHEDULE AN ON -SITE INSPECTION BY CITY OF CHARLOTTE INSPECTOR. WHEN APPROVED, CLEARING,
GRUBBING, AND MASS GRADING MAY BEGIN.
6. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
7. CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION
CONTROL MEASURES.
8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NC EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL, US DEPT. OF AGRICULTURE, CITY OF CHARLOTTE EROSION CONTROL ORDINANCE,
AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
PHASE 2:
1. BEGIN EARTHWORK/GRADING ACTIVITIES. BEGIN GRADING OF FILL SLOPES. MAINTAIN AND VERTICALLY ADJUST ALL ROCK
CHECK DAMS, INLET PROTECTION DEVICES, DITCHES, AND SILT FENCE THROUGHOUT GRADING ACTIVITIES TO MAINTAIN
DRAINAGE PATTERNS.
2. CONTRACTOR SHALL BEGIN TO BUILD RETAINING WALLS FROM BOTTOM UP. AS WALLS ARE BEING BUILT, BRING
SURROUNDING SITE TO GRADE.
3. AS SITE IS BROUGHT TO GRADE, BEGIN INSTALLING STORM DRAINAGE STRUCTURES AND PIPES. AS STORM DRAINAGE IS
INSTALLED, CONTRACTOR SHALL PLACE INLET PROTECTION ON ALL STORM INLETS. NO PIPES SHALL BE LEFT EXPOSED AT
THE CLOSE OF BUSINESS EACH DAY. ALL REASONABLE MEASURES SHALL BE TAKEN TO PREVENT SILT FROM ENTERING THE
STORM SYSTEM.
4. REMOVE DIVERSION DITCHES WHEN FLOW IS DIVERTED TO STORM INLETS AND PIPES.
5. DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURE TO MINIMIZE EROSION. THE
CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE CITY INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE
PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
6. AS CONSTRUCTION PROGRESSES, INSTALL PERMANENT EROSION CONTROL MEASURES SUCH A RIP RAP APRONS, VELOCITY
DISSIPATERS, CHANNEL LINERS, GRAVEL BASE COURSE, ETC.
7. GRADED SLOPES AND FILLS ARE TO BE PLANTED OR PROVIDED WITH PROTECTIVE COVER SUFFICIENT TO RESTRAIN EROSION
WITHIN 14 CALENDAR DAYS AFTER THE COMPLETION OF ANY PHASE OF GRADING.
8. AS AREAS ARE BROUGHT TO FINISHED GRADE, CONTRACTOR TO INSTALL TEMPORARY OR PERMANENT SEEDING AND
STABILIZE ALL SLOPES PER THE EROSION CONTROL NOTES AND DETAILS.
9. CONTRACTOR SHALL COORDINATE WITH THE EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL
MEASURES.
PHASE 3:
1. CONTRACTOR SHALL STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE
2. CONTRACTOR TO CONVERT SEDIMENT BASIN TO FULLY FUNCTIONING WET POND BMP.
3. COMPLETE SITE GRADING, INSTALLING ALL STORM DRAIN UTILITIES AND INLET PROTECTIONS. CONTRACTOR SHALL MAINTAIN
POSITIVE DRAINAGE TO EACH INLET AS EACH INLET IS INSTALLED AND INSURE PROPER FUNCTIONING OF BMP THROUGHOUT
THE COURSE OF CONSTRUCTION.
4. PER CHARLOTTE FIRE DEPARTMENT ALL NEW FIRE ACCESS ROADS AND FIRE HYDRANTS WILL NEED TO BE INSTALLED AND
CERTIFIED BY CLT WATER PRIOR TO COMBUSTIBLE MATERIALS BEING BROUGHT ON SITE AND START OF VERTICAL
CONSTRUCTION.
5. ALL FIRE ACCESS ROADS WILL NEED TO MAINTAIN 20' CLEAR DURING VERTICAL CONSTRUCTION
Know what's below.
Call before you dig.
LandDesign.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
SEAL
DOMINION REALTY PARTNERS
101 N. 5TH ST, SUITE B
RICHMOND, VA 23219
804.780.3030
RULE JOY TRAMMELL + RUBIO
300 GALLERIA PKWY, #700
ATLANTA, GA 30339
770.661.1492
CArt
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048124
05.09.22
PROJECT
LAKEPOINTE
MULTIFAMILY
DOMINION REALTY PARTNERS
2200 CASCADE POINTE BLVD.
CHARLOTTE, NC 28208
LANDDESIGN PROJ.#
1021015
REVISION / ISSUANCE
NO.
DESCRIPTION
DATE
1
1ST LAND DEVELOPMENT
SUBMITTAL
01.17.2022
2
CLT WATER 1 ST
SUBMITTAL
02.03.2022
3
2ND LAND DEVELOPMENT
SUBMITTAL
03.30.2022
4
PERMIT REVISION 1
04.07.2022
5
CLT WATER REVISIONS
O4.14.2022
6
3RD LAND DEVELOPMENT
SUBMITTAL
05.09.2022
DESIGNED BY: CJL
DRAWN BY: CJL
CHECKED BY: MKW
SCALE NORTH
VERT: N/A
HORZ: 1 "=80'
0 40' 80' 160'
ORIGINAL SHEET SIZE: 24" X 36"
SHEET TITLE
EROSION CONTROL PHASE 1
SHEET NUMBER
c1_00
5/9/2022 4:38 PM CHRIS LAWLEY N:\ 2021\1021015\CAD\DOCUMENTATION\1021015 PLN ECP - PH 1.DWG

FINAL APPROVAL 6/27/2022
CHARLOTTE. ROJECT NUMBER: ESDRMF-2022-00001
ENGINEERING
PCSO / DETENTION /¢DMMI GE PLAN
EROSION
C L CONTROL O O
URBAN
FORESTRY
TREE
ORDIN NCE
CDO10
NOTE:
SCHE ULE PRE -CONSTRUCTION MEETING
AT L
AST 48 IRS. PRIOR TO ANY LAND
DIST
RBING ACTIVITY USING THE ONLINE
FOR
FOUND AT http://charlottenc.gov/ld
EROSION CONTROL NOTES -
EROSION CONTROL PLANS DEFINE MEASURES REQUIRED FOR EROSION AND SEDIMENTATION
CONTROL, AND DO NOT REFLECT FOOTING, FOUNDATION, SHORING, OR BASEMENT EXCAVATION
REQUIREMENTS OR QUANTITIES. EROSION CONTROL PLANS SHOW LIMITED PHASES DURING THE
COURSE OF CONSTRUCTION. DURATION OF A PARTICULAR PHASE DEPENDS ON THE GENERAL
CONTRACTOR'S MEANS AND METHODS. LANDDESIGN IS NOT RESPONSIBLE FOR FIELD MEANS AND
METHODS DURING CONSTRUCTION.
1. THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT
CONSTRUCTION ALL EROSION CONTROL MEASURES SHOWN WITHIN THESE PLANS IN
ACCORDANCE WITH APPLICABLE NCDEQ EROSION AND SEDIMENT CONTROL REGULATIONS.
2. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS, U.S. DEPARTMENT OF
AGRICULTURE, AND U.S. SOIL CONSERVATION SERVICE REGULATIONS.
3. ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STORM WATER GENERAL PERMIT.
4. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL
MAINTAIN CLOSE CONTACT WITH THE NCDEQ EROSION CONTROL INSPECTOR SO THAT
PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
5. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED
FROM THE AFFECTED PROPERTY OWNERS. CONTRACT PROJECT ENGINEER AND PROJECT
EROSION CONTROL INSPECTOR TO ENSURE ADDITIONAL EROSION CONTROL MEASURES
ARE INSTALLED PRIOR TO OFF -SITE GRADING.
6. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY,
RELOCATED WHEN AND AS NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL.
SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED,
RESEEDED, AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS.
7. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. ALL DISTURBED AREAS WHICH
ARE NOT OTHERWISE STABILIZED SHALL BE TOP SOILED AND SEEDED, TEMPORARILY OR
PERMANENTLY IN ACCORDANCE WITH THE NORTH CAROLINA SEDIMENT CONTROL
REGULATIONS. PERMANENT SEEDING AND GRASS ESTABLISHMENT IS REQUIRED PRIOR TO
PROJECT COMPLETION AND ACCEPTANCE.
8. CONTRACTOR SHALL PROVIDE GROUND COVER ON EXPOSED SLOPES WITHIN 14 CALENDAR
DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING, PERMANENT GROUND COVER
FOR ALL DISTURBED AREAS SHALL BE PROVIDED WITHIN 14 CALENDAR DAYS FOLLOWING
COMPLETION OF CONSTRUCTION.
9. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN
14 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO
LONGER NEEDED. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM
THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO
PREVENT FURTHER EROSION AND SEDIMENTATION.
10. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD
SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE
REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A
SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER
/ SEDIMENT IS REMOVED IN THIS MANNER.
11. WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR
HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED
I ( I WITH A DEPTH OF STONE EQUAL TO THAT OF ORIGINAL APPLICATION.
\ 1 12. ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION
DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN
/ % I ACCEPTABLE METHOD OF CLEANING.
/ 644 I I 13. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR
91 PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR
RIB . 43. 5 ( I THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES
I I CL: 36.52 / I I ON SITE AS WELL AS SOIL INTENTIONALLY FROM THE PROJECT SITE.
II I 14. ALL "STD." NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
2090 PROP. SILT FENCE
15. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE
642.19 CLDSM #30.06A (TYP.) / ) ZONING ADMINISTRATOR.
N N:630 9 - `_/ / J 16. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE
U T: 6 /
/ CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
17. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A
VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A
JI r 1 I FINE.
N/F / 18. EFFORT SHOULD BE MADE NOT TO UNCOVER MORE THAN 20 ACRES AT ONE TIME. IF MORE
I I �1430410 Y I 1 I THAN 20 ACRESARE TO BE UNCOVERED AT ANY ONE TIME, THE PLAN SHALL CONTAIN THE
3S KLE - R G \ FOLLOWING:
I jBRE 9 LLC 18.1. THE METHOD OF LIMITING THE TIME OF EXPOSURE AND AMOUNT OF EXPOSED AREA TO
ACHIEVE THE OBJECTIVES OF THIS CHAPTER.
18.2. A CUT/FILL ANALYSIS THAT SHOWS WHERE SOIL WILL BE MOVED FROM ONE AREA OF
THE TRACT TO ANOTHER AS GROUND ELEVATION IS CHANGED.
18.3. CONSTRUCTION SEQEUNCE AND CONSTRUCTION PHASING TO JUSTIFY THE TIME AND
I 4TR AMOUNT OF EXPOSURE.
PROP. LIMITS OF DISTURBANCE (TYP.) TION 184
F / III I I .. TECHNIQUES TO BE USED TO PREVENT SEDIMENTATION ASSOCIATED WITH LARGER
CK LAKEPON ITE TER 1 DISTURBED AREAS. ADDITIONAL EROSION CONTROL MEASURES, STRUCTURES, AND
\ ASSOCIACO s, LLC DEVICES TO PREVENT SEDIMENTATION.
1 DB 13 08-286
PS tE/ �I \ J 19. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER
9.767 ACR
THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN
7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
4CEDA( \ _ 642 / / \\ 20. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
/ \ / \ ; 11 STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN
' 3CED 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
/ STM 2 9 / / / \ 21. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
�11� cE A( RIM- R:6 9.43 / / \ REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT.
/ I OUT 629.43 / r 1 22. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE
PROP. SILT FENCE (( 1 ADEQUATE TERRACING [CLDSM #30.161
CLDSM #30.06A (TYP.) I II 23. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT
WAS NOT PREVIOUSLY APPROVED.
24.
DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE
PROP. INLET PROTECTION PRESENTED AT PRE -CONSTRUCTION MEETING. \ I
i I I
I _ 6Q� / CLDSM #30.15 (TYP.) I I I �� I
� CONSTRUCTION SEQUENCE.
- � � / IIIIII
CONSTRUCTION ENTRANCE
/ / / / IIII I ul �t II_ I 1-
PHASE 1:
p CLDSM #30.11A nulLV
III II I �Og dW0 0� 1. OBTAIN PLAN APPROVAL FROM CITY OF CHARLOTTE.
I 2. THE CONTRACTOR SHALL SET UP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH THE CITY OF CHARLOTTE EROSION
6� PROP. 6" PVC PIPE FROM TIRE WASH / / �\\I I I CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS
\ C, // \ ` I PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION AND IS SUBJECT TO FINE.
' CONSTRUCTION ENTRANCE TIRE WASH �� -/ SEDIMENT BASIN / 1�1\ \ 1 I 3. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCES, SILT FENCE, INLET PROTECTION, AND OTHER MEASURES AS SHOWN
rn CLDSM #30.11 B DRAINAGE AREA: 20.54 ACRES 1
w � ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
\ BOTTOM EL.: 617.00 4. CONTRACTOR SHALL INSTALL SEDIMENT BASIN AND DIVERSION DITCHES AND GRADE AS NECESSARY TO INSTALL THESE
I SKIMMER EL.:618.00 - �j III 1 I
MEASURES.
p WEIR EL.: 623.00 I \ 1 5. CONTRACTOR SHALL SCHEDULE AN ON -SITE INSPECTION BY CITY OF CHARLOTTE INSPECTOR. WHEN APPROVED, CLEARING,
II I TOP OF BERM' 624.00 I 1 GRUBBING, AND MASS GRADING MAY BEGIN.
DILIGENTLY6 THE CONTRACTOR SHALL S AND U 77, CONT ACTOR SHHALL MEETWITH EROSIONN CONTROL TINS ECTOR PRIOR TO COMMENCCING WITH PHASE OF EROSION
CONTROL MEASURES.
182 I III roc 8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NC EROSION AND SEDIMENT
INV IN:625. I I mor. 1 CONTROL PLANNING AND DESIGN MANUAL, US DEPT. OF AGRICULTURE, CITY OF CHARLOTTE EROSION CONTROL ORDINANCE,
0 - / 1426 IIIIII o� c I AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
CLAKEPOINTE CORP TE CENTE CPP T.O.P.:624.
ASSOCIATES, � p�p�
21.3 AC 143-031-33 / \ Y / 6g3 \ 632 t14.63 AC2 6 ��� p9V: IIII �Z 1 l PHASE 2:
"IAGS HOTELS NC LLC / 635 / CT E� �� 42g 11 1. BEGIN EARTHWORK/GRADING ACTIVITIES. BEGIN GRADING OF FILL SLOPES. MAINTAIN AND VERTICALLY ADJUST ALL ROCK
7505 VILLAGE CLUB DR 632 / / �� /SCO9.2 CHECK DAMS, INLET PROTECTION DEVICES, DITCHES, AND SILT FENCE THROUGHOUT GRADING ACTIVITIES TO MAINTAIN
�°' Ilk
N PROP. TREE DRAINAGE PATTERNS.
631 1144 \ \ \ / / / 6ti° 6ti� PROTECTION FENCE 1 2. CONTRACTOR SHALL BEGIN TO BUILD RETAINING WALLS FROM BOTTOM UP. AS WALLS ARE BEING BUILT, BRING
WAKE FOR�ST NC 27587 631
630 RI 1 .619.07 �\ / 6� 6 CLDSM #40.02 (TYP.) ; SURROUNDING SITE TO GRADE,
DBA3051, PG. 160 3. AS SITE IS BROUGHT TO GRADE, BEGIN INSTALLING STORM DRAINAGE STRUCTURES AND PIPES. AS STORM DRAINAGE IS
\ \ / / / o / INSTALLED, CONTRACTOR SHALL PLACE INLET PROTECTION ON ALL STORM INLETS. NO PIPES SHALL BE LEFT EXPOSED AT
EX. SAND USE: COMMERCIAL 9 \' / / 6� // ° 1 THE CLOSE OF BUSINESS EACH DAY. ALL REASONABLE MEASURES SHALL BE TAKEN TO PREVENT SILT FROM ENTERING THE
STORM SYSTEM.
ZONING: 1-1 (CD) qB 630 PROP. 6" SKIMMER y� ^_ ` 4. REMOVE DIVERSION DITCHES WHEN FLOW IS DIVERTED TO STORM INLETS AND PIPES.
�, CLDSM #30.02B (TYP.) 5. DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURE TO MINIMIZE EROSION. THE
7 CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE CITY INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE
U�.2 PROP. TEMPORARY STORM RISER STRUCTURE ` PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
� - , SEE SHEET C4-11 FOR DETAILS 6. AS CONSTRUCTION PROGRESSES, INSTALL PERMANENT EROSION CONTROL MEASURES SUCH A RIP RAP APRONS, VELOCITY
100 OBbI \ - - / \ \ \ \ 630 \ / / / / 1 I / DISSIPATERS, CHANNEL LINERS, GRAVEL BASE COURSE, ETC.
/ \ �` 7. GRADED SLOPES AND FILLS ARE TO BE PLANTED OR PROVIDED WITH PROTECTIVE COVER SUFFICIENT TO RESTRAIN EROSION
\ 1 \ / \ \� \ e �✓ %� �/� FEMA \ WITHIN 14 CALENDAR DAYS AFTER THE COMPLETION OF ANY PHASE OF GRADING.
\ LF OF 24" RCP @ 0.9 % FLOOD FRINGE LINE 8. AS AREAS ARE BROUGHT TO FINISHED GRADE, CONTRACTOR TO INSTALL TEMPORARY OR PERMANENT SEEDING AND
F STABILIZE ALL SLOPES PER THE EROSION CONTROL NOTES AND DETAILS.
, SSMH 15 ELOODEFRONGE LINE MUNITY 1 9. CONTRACTOR SHALL COORDINATE WITH THE EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL
\ \ 1/�//j�j 24" INV. IN: 615.50 (OCS-1 1) RIM: 507.0$$ 1 MEASURES.
//// /��� 36" INV. OUT: 615.50 (EX F 1�
\ Nv:> \ � ///s 11 ��� SS �� \ PHASE 3:
\ I 1. CONTRACTOR SHALL STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE
PROP. DOUBLE ROW HIGH ` _ ijj/
SSMH 1596 i 2. CONTRACTOR TO CONVERT SEDIMENT BASIN TO FULLY FUNCTIONING WET POND BMP.
HAZARD SILT FENCE ��\ �� =�i�j SS RIM:605.96 \ 1\
CLDSM #30.06B (TYP.) J/ / ssM 545 \ �� 3. COMPLETE SITE GRADING, INSTALLING ALL STORM DRAIN UTILITIES AND INLET PROTECTIONS. CONTRACTOR SHALL MAINTAIN
RIM:610.17 _ _ 1 POSITIVE DRAINAGE TO EACH INLET AS EACH INLET IS INSTALLED AND INSURE PROPER FUNCTIONING OF BMP THROUGHOUT
85S _ \ \ \ j�A �� \ THE COURSE OF CONSTRUCTION.
s �, / NF Gq 4. PER CHARLOTTE FIRE DEPARTMENT ALL NEW FIRE ACCESS ROADS AND FIRE HYDRANTS WILL NEED TO BE INSTALLED AND
/ CERTIFIED BY CLT WATER PRIOR TO COMBUSTIBLE MATERIALS BEING BROUGHT ON SITE AND START OF VERTICAL
1 / �5' MANAGED �Z _ \ SS\ SS633 / j� �- NSF �qN ssN6.59
1650 \ l CONSTRUCTION.
/ j611.29 5 / 3o ZoN qRIM: 6 .59 \ 5. ALL FIRE ACCESS ROADS WILL NEED TO MAINTAIN 20' CLEAR DURING VERTICAL CONSTRUCTION
A
30' UNDISTURBED STREAM SIDE ZONE A \ / A Side
P EL INA PLANNER' _ - s % z
/ 143-031-07 \�"F
MU TI-FA ILY SUBMVISIO MECKLENBURG COU Y �- 1 2/ \ \ �-
P*V-AL/ 600 E 4TH ST \ \ RIM:TINGIFEMA F ODWAY \ SSMH 1
\ ENCROACHMENT FIRM CROSS SECTION 014 5W-603.81
U����/M�� FEMA FLOOD FRINGE EL: 609.64
CHAR OTTE- CKL BURG PLANKING DEPARTMENT CHARLOTTE NC 28202 -� \ �- FUTURECHM Q'U ITY
�° / Know what's below.
DB: 25324, PG: 475 \ APPROXIMATE LOCATION _/ Call before you din
CV I Akin I ICC• I!)!1 VC/�D CI nnn DI /�IAI
OF IRWIN CREEK C.
l digOF
Robert WZink
Peter R tg ez
Jonathan ilt n
/NV 656 3� 4 RCP
Kevin e.r ES
V ca
w /35
143-041-25
LAKEPO E HOTEL INVESTMENT LLC,
C/O C NDRESH B PATEL
1719 FUNNY CIDE DR
a WAXHAW NC 28173
DB. 31601, PG. 948
EX. LAND USE: OFFICE
ZONING: 1-1 (CD)
TOTAL LIMITS OF �
DISTURBANCE:
INSET B
1 "=100'
x
PR OSED PUBLIC STREET TO
E CONSTRUCTED AS PART
OF THE ADJOINING PARCEL
DEVELOPMENT (143-031-33)
PER THE PREVIOUSLY
APPROVED SUBDIVISION
PLANS FOR THE4%�%D (APN
SDR1q5j91Qqp090)
�c c�
O
ENTER
MATCH LINE SEE INSET B
/
- 646 -
v
I
I
I
I
J
X
EROSION CONTROL LEGEND
DRAINAGE DIVIDE
- - - -
PROPERTY LINE
- -
TEMPORARY SILT FENCE (CLDSM 30.06
HIGH HAZARD SILT FENCE (CLDSM 30.06B)
LIMITS OF DISTURBANCE
LD
ROCK OUTLET
(CLDSM #30.06C)
TREE PROTECTION
(CLDSM #30.08)
INLET PROTECTION
❑
(CLDSM #30.09)
EXIST. 5' CONTOURS
735
EXIST. 1' CONTOURS
-
PROP.5'CONTOURS
PROP. 1' CONTOURS
TEMP. CONSTRUCTION
pOoc)oc)o oho
ENTRANCE/EXIT (CLDSM #30.11A&B)
ROCK CHECK DAM
(CLDSM #30.10)
TEMPORARY SILT DITCH
TD->
(CLDSM #30.05)
LandDesign.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
SEAL
DOMINION REALTY PARTNERS
101 N. 5TH ST, SUITE B
RICHMOND, VA 23219
804.780.3030
RULE JOY TRAMMELL + RUBIO
300 GALLERIA PKWY, #700
ATLANTA, GA 30339
770.661.1492
®N o �. ARCH%pF�l�®� s
*°a C-015 oe*e
l ode
V'mlc
®'°®� s
® �e - a�
L -
° 048124
05.09.22
PROJECT
LAKEPOINTE
MULTIFAMILY
DOMINION REALTY PARTNERS
2200 CASCADE POINTE BLVD.
CHARLOTTE, NC 28208
LANDDESIGN PROJ.#
1021015
REVISION / ISSUANCE
NO.
DESCRIPTION
DATE
1
1ST LAND DEVELOPMENT
SUBMITTAL
01.17.2022
2
CLT WATER 1 ST
SUBMITTAL
02.03.2022
3
2ND LAND DEVELOPMENT
SUBMITTAL
03.30.2022
4
PERMIT REVISION 1
04.07.2022
5
CLT WATER REVISIONS
O4.14.2022
6
3RD LAND DEVELOPMENT
SUBMITTAL
05.09.2022
DESIGNED BY: CJL
DRAWN BY: CJL
CHECKED BY: MKW
SCALE NORTH
VERT: N/A
HORZ: 1 "=80'
0 40' 80' 160'
ORIGINAL SHEET SIZE: 24" X 36"
SHEET TITLE
EROSION CONTROL PHASE 2
SHEET NUMBER
c 1 -0 1
5/9/2022 4:39 PM CHRIS LAWLEY N:\ 2021\1021015\CAD\DOCUMENTATION\1021015 PLN ECP - PH 2.DWG

FINAL APPROVAL 6/27/2022
�ROJECT NUMBER: ESDRMF-2022-00001
CHARLOTTE.
ENGINEERING Robert M Zink
PCSO / DETENTION __lDRA gAGE PLAN
4 -.. - EROSION CONTROL Peter Rodriguez
URBAN FORESTRY Jonathan Wilson
TREE ORDINANCE .s
B 37 24 RC
C O Kevin ParkerF£S
T B 5335
NOTE: SCHE ULE PRE -CONSTRUCTION MEETING �, N,�N�664.s6
AT LEAST 48 RS. PRIOR TO ANY LAND ` 0� p a�665640 24Rc
DISTURBING
ACTIVITY USING THE ONLINE
FORM
FOUNE
AT http://charlottenc.gov/ld
EROSION CONTROL NOTES -
EROSION CONTROL PLANS DEFINE MEASURES REQUIRED FOR EROSION AND SEDIMENTATION
CONTROL, AND DO NOT REFLECT FOOTING, FOUNDATION, SHORING, OR BASEMENT EXCAVATION
REQUIREMENTS OR QUANTITIES. EROSION CONTROL PLANS SHOW LIMITED PHASES DURING THE
COURSE OF CONSTRUCTION. DURATION OF A PARTICULAR PHASE DEPENDS ON THE GENERAL
CONTRACTOR'S MEANS AND METHODS. LANDDESIGN IS NOT RESPONSIBLE FOR FIELD MEANS AND
METHODS DURING CONSTRUCTION.
1. THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT
CONSTRUCTION ALL EROSION CONTROL MEASURES SHOWN WITHIN THESE PLANS IN
ACCORDANCE WITH APPLICABLE NCDEQ EROSION AND SEDIMENT CONTROL REGULATIONS.
2. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS, U.S. DEPARTMENT OF
AGRICULTURE, AND U.S. SOIL CONSERVATION SERVICE REGULATIONS.
3. ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STORM WATER GENERAL PERMIT.
4. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL
MAINTAIN CLOSE CONTACT WITH THE NCDEQ EROSION CONTROL INSPECTOR SO THAT
PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
5. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED
FROM THE AFFECTED PROPERTY OWNERS. CONTRACT PROJECT ENGINEER AND PROJECT
EROSION CONTROL INSPECTOR TO ENSURE ADDITIONAL EROSION CONTROL MEASURES
ARE INSTALLED PRIOR TO OFF -SITE GRADING.
6. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY,
RELOCATED WHEN AND AS NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL.
SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED,
RESEEDED, AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS.
7. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. ALL DISTURBED AREAS WHICH
ARE NOT OTHERWISE STABILIZED SHALL BE TOP SOILED AND SEEDED, TEMPORARILY OR
PERMANENTLY IN ACCORDANCE WITH THE NORTH CAROLINA SEDIMENT CONTROL
REGULATIONS. PERMANENT SEEDING AND GRASS ESTABLISHMENT IS REQUIRED PRIOR TO
PROJECT COMPLETION AND ACCEPTANCE.
8. CONTRACTOR SHALL PROVIDE GROUND COVER ON EXPOSED SLOPES WITHIN 14 CALENDAR
DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING, PERMANENT GROUND COVER
FOR ALL DISTURBED AREAS SHALL BE PROVIDED WITHIN 14 CALENDAR DAYS FOLLOWING
COMPLETION OF CONSTRUCTION.
9. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN
14 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO
LONGER NEEDED. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM
THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO
PREVENT FURTHER EROSION AND SEDIMENTATION.
10. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD
SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE
REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A
SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER
SEDIMENT IS REMOVED IN THIS MANNER.
11. WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR
HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED
WITH A DEPTH OF STONE EQUAL TO THAT OF ORIGINAL APPLICATION.
12. ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION
DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN
ACCEPTABLE METHOD OF CLEANING.
13. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR
li PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR
�1 ( THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES
I ON SITE AS WELL AS SOIL INTENTIONALLY FROM THE PROJECT SITE.
14. ALL "STD." NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
15. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE
0 0 ) ZONING ADMINISTRATOR.
16. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE
CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
I 2 17. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A
VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A
FINE.
18. EFFORT SHOULD BE MADE NOT TO UNCOVER MORE THAN 20 ACRES AT ONE TIME. IF MORE
THAN 20 ACRESARE TO BE UNCOVERED AT ANY ONE TIME, THE PLAN SHALL CONTAIN THE
FOLLOWING:
18.1. THE METHOD OF LIMITING THE TIME OF EXPOSURE AND AMOUNT OF EXPOSED AREA TO
ACHIEVE THE OBJECTIVES OF THIS CHAPTER.
f
18.2. A CUT/FILL ANALYSIS THAT SHOWS WHERE SOIL WILL BE MOVED FROM ONE AREA OF
ILD NG THE TRACT TO ANOTHER AS GROUND ELEVATION IS CHANGED.
J18.3. CONSTRUCTION SEQEUNCE AND CONSTRUCTION PHASING TO JUSTIFY THE TIME AND
III AMOUNT OEXPOSURE. 18.4. TECHNIQUES TO BEUSED TO PREVENT SEDIMENTATION ASSOCIATED WITH LARGER
I DISTURBED AREAS. ADDITIONAL EROSION CONTROL MEASURES, STRUCTURES, AND
I DEVICES TO PREVENT SEDIMENTATION.
EJ 19. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER
THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT
`\I STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN
\\ 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
20. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
\ STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN
\ 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
7-1 21. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT.
r 22. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE
ADEQUATE TERRACING [CLDSM #30.161
23. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT
WAS NOT PREVIOUSLY APPROVED.
24. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE
0 I PRESENTED AT PRE -CONSTRUCTION MEETING.
� II
cc II CONSTRUCTION SEQUENCE:
J J II I
PR OSED PUBLIC STREET TO J �
DB. 31601, PG. 948 E CONSTRUCTED AS PART PHASE 1:
II II 1. OBTAIN PLAN APPROVAL FROM CITY OF CHARLOTTE.
EX. LAND USE: OFFICE OF THE ADJOINING PARCEL 2. THE CONTRACTOR SHALL SET UP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH THE CITY OF CHARLOTTE EROSION
ZONING: 1-1 (CD) DEVELOPMENT (143-031-33) `/ 6 / \\III I I CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS
s j
PER THE PREVIOUSLY M,,,� �� I � _. / \ � PRIOR TO ANY LAND DISTURBING ACTIVITY IS AVIOLATION AND IS SUBJECT TO FINE.
APPROVED SUBDIVISION - / l\ 3. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCES, SILT FENCE, INLET PROTECTION, AND OTHER MEASURES AS SHOWN
ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
PLANS FOR THE4D (APN: \ I °�� II 4. CONTRACTOR SHALL INSTALL SEDIMENT BASIN AND DIVERSION DITCHES AND GRADE AS NECESSARY TO INSTALL THESE
SDR�pI � ��190 . � BUIL 3 � MEASURES.
5y-� � M - \ 5. CONTRACTOR SHALL SCHEDULE AN ON -SITE INSPECTION BY CITY OF CHARLOTTE INSPECTOR. WHEN APPROVED, CLEARING,
I I - / IIIII GRUBBING, AND MASS GRADING MAY BEGIN.
c 6. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
7. CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION
1 A I IIIIII o CONTROL MEASURES.
5 A
\ 633 N "gg 8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NC EROSION AND SEDIMENT
BU 6 IN �9 111 ' Aoyc CONTROL PLANNING AND DESIGN MANUAL, US DEPT. OF AGRICULTURE, CITY OF CHARLOTTE EROSION CONTROL ORDINANCE,
\ / 6 III o➢ AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
\ CIry/L KEPOINTE C P E EN t P T.O.P.: �P
Ipm
TOTAL LIMITS OF 143-031-33 o B32 ±14.63 G PHASE 2:
33 _ 6� � ._ /NV. / � III �� Jz�
DISTURBANCE. S HOTELS NC LLC \ g32 \ E/V Fo 4 o 1. BEGIN EARTHWORK/GRADING ACTIVITIES. BEGIN GRADING OF FILL SLOPES. MAINTAIN AND VERTICALLY ADJUST ALL ROCK
5 VILLAGE CLUB DR / PROP. TREE CHECK DAMS, INLET PROTECTION DEVICES, DITCHES, AND SILT FENCE THROUGHOUT GRADING ACTIVITIES TO MAINTAIN
21.3 AC PROTECTION FENCE DRAINAGE PATTERNS.
KE FOREST NC 27587 631 1144 / / �// CLDSM #40.02 (TYP.) 2. CONTRACTOR SHALL BEGIN TO BUILD RETAINING WALLS FROM BOTTOM UP. AS WALLS ARE BEING BUILT, BRING
DB. 33051, PG. 160 630 1 .619.07 SURROUNDING SITE TO GRADE.
3. AS SITE IS BROUGHT TO GRADE, BEGIN INSTALLING STORM DRAINAGE STRUCTURES AND PIPES. AS STORM DRAINAGE IS
EX. AND USE: COMMERCIAL 629 - 3° �� INSTALLED, CONTRACTOR SHALL PLACE INLET PROTECTION ON ALL STORM INLETS. NO PIPES SHALL BE LEFT EXPOSED AT
/° THE CLOSE OF BUSINESS EACH DAY. ALL REASONABLE MEASURES SHALL BE TAKEN TO PREVENT SILT FROM ENTERING THE
\\ / ZONING: 1-1 (CD) / Z$j p 0 STORM SYSTEM.
� 4. REMOVE DIVERSION DITCHES WHEN FLOW IS DIVERTED TO STORM INLETS AND PIPES.
27j BUILDI / < i 5. DILIGENTLY
TRACTOR SD CONTINUOUSLY
CLOSE CONTACTROSION WITH CONTROLE CITY IDEVICES NSPECTOR STRUCTURE
AT ODIC INSPECTIONS MINIMIZE
IONS OAS OBN. THE
u.2�/ \ \ PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
6. AS CONSTRUCTION PROGRESSES, INSTALL PERMANENT EROSION CONTROL MEASURES SUCH A RIP RAP APRONS, VELOCITY
DISSIPATERS, CHANNEL LINERS, GRAVEL BASE COURSE, ETC.
OF 24" RCP @ 6 /o�/ �� / 7. GRADED SLOPES AND FILLS ARE TO BE PLANTED OR PROVIDED WITH PROTECTIVE COVER SUFFICIENT TO RESTRAIN EROSION
/ /� FLOOD FRINGE EXISTING RLINE MA PS I1\ 8. AS AREAS ARE BROUGHT TO FINISHED GRADETHIN 14 CALENDAR DAYS AFTER THE , CONTRACTORETION OF ANY T O INSTHASE ALL TEMPORARY OR PERMANENT SEEDING AND
\\� `� ���� / 24" INV. IN: 615.50 (OCS-12) / /
_ \ \ �_ ��\_� / %// 36" INV. OUT: 615.50 EX FE i UTURE 100YR COMMUNITY STABILIZE ALL SLOPES PER THE EROSION CONTROL NOTES AND DETAILS.
( ) SSMH 15 I LOOD FRINGE LINE 1 9. CONTRACTOR SHALL COORDINATE WITH THE EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL RIM:607.0 1 1 MEASURES.
�\` 7V_ / / Rf- SS PHASE 3:
SSMH 1586 1. CONTRACTOR SHALL STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE
RIM:605.96 \ 1\ 2. CONTRACTOR TO CONVERT SEDIMENT BASIN TO FULLY FUNCTIONING WET POND BMP.
EIP �=S �� / �- SSMH- .17 3. COMPLETE SITE GRADING, INSTALLING ALL STORM DRAIN UTILITIES AND INLET PROTECTIONS. CONTRACTOR SHALL MAINTAIN
� � �` 1 POSITIVE DRAINAGE TO EACH INLET AS EACH INLET IS INSTALLED AND INSURE PROPER FUNCTIONING OF BMP THROUGHOUT
85 S \� \� \ �� c / -��� // / / _ - / pN� p� \ THE COURSE OF CONSTRUCTION.
4. PER CHARLOTTE FIRE DEPARTMENT ALL NEW FIRE ACCESS ROADS AND FIRE HYDRANTS WILL NEED TO BE INSTALLED AND
- CERTIFIED BY CLT WATER PRIOR TO COMBUSTIBLE MATERIALS BEING BROUGHT ON SITE AND START OF VERTICAL
MANAGED _ S \ s 1s / _ �- �S 2i ss 1650 / CONSTRUCTION.
�>=Z �� S \ s11.29 5�� / Flo tigc\ RIM:6 .59 - \ eD 5. ALL FIRE ACCESS ROADS WILL NEED TO MAINTAIN 20' CLEAR DURING VERTICAL CONSTRUCTION
30' UNDISTURBED STREAM SIDE ZONE
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\ ENCROACHMENT'FIRM CROSS SECTION 014 \ R 03.81
OTTE-MECKL BURG PLAING DEPARTMENT CHARLOTTE NC 28202 -� FUTURE COMMUNITY FEMA FLOOD FRINGE EL: 609.64
\ ENCR9ACHMENT LINE Know what's bBiOW.
DB: 25324, PG: 475 \
\ / \ APPROXIMATE LOCATION
\/ FX_ I ANn USF- 100 YFAR FI non PI AIN OF IRWIN CREEK CL Call befoheyoudig.
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THCARE SOLUTIONS LLC,
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VIENNA VA 22182
646
DB. 28904, PG. 1 o
-AND USE: COMMERCIAL
ZONING: I-1 (CD)
SSMH 2O90
RIM: 642.19
INV IN:630.96
INV OUT:630.90
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SSMH 1 50 4CEDARO
RIM:633 20
/ IN: 624 97
/ IN: 624 46 3CED
1 : 624 37
L
143-041-25 \ SS
LAKEPOINTE HOTEL INVESTMENT LLC,
C/O CHANDRESH B PATEL
1719 FUNNY CIDE DR
WAXHAW NC 28173
/
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NFAOn,millM0 W. . III ■I��JI� _ _ _ _ _.�
LandDesign.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
DOMINION REALTY PARTNERS
101 N. 5TH ST, SUITE B
RICHMOND, VA 23219
804.780.3030
RULE JOY TRAMMELL + RUBIO
300 GALLERIA PKWY, #700
ATLANTA, GA 30339
770.661.1492
KEY MAP
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05.09.22
PROJECT
LAKEPOINTE
MULTIFAMILY
DOMINION REALTY PARTNERS
2200 CASCADE POINTE BLVD.
CHARLOTTE, NC 28208
LANDDESIGN PROJ.#
1021015
REVISION / ISSUANCE
NO.
DESCRIPTION
DATE
1
1ST LAND DEVELOPMENT
SUBMITTAL
01.17.2022
2
CLT WATER 1 ST
SUBMITTAL
02.03.2022
3
2ND LAND DEVELOPMENT
SUBMITTAL
03.30.2022
4
PERMIT REVISION 1
04.07.2022
5
CLT WATER REVISIONS
O4.14.2022
6
3RD LAND DEVELOPMENT
SUBMITTAL
05.09.2022
DESIGNED BY: CJL
DRAWN BY: CJL
CHECKED BY: MKW
SCALE NORTH
VERT: N/A
HORZ: 1 "=80'
0 40' 80' 160'
ORIGINAL SHEET SIZE: 24" X 36"
SHEET TITLE
EROSION CONTROL PHASE 3
SHEET NUMBER
Cl-02
5/9/2022 4:39 PM CHRIS LAWLEY N:\ 2021\1021015\CAD\DOCUMENTATION\1021015 PLN ECP - PH 3.DWG

•
CHAR I.ATTE.
FINAL APPROVAL 6/27/2022
PROJECT NUMBER: ESDRMF-2n77_nnnn4.
ENGINEERING
PCSO / DETENTION / DRAINAGE PLAN
EROSION CONTROL
URBAN FORESTRY
TREE ORDINANCE
CDOT
NOTE: SCHEDULE PRE -CONSTRUCTION MEETING
AT LEAST 48 HRS. PRIOR TO ANY LAND
DISTURBING ACTIVITY USING THE ONLINE
FORM FOUND AT http://charlottenc.gov/ld
Robert M Zink
Peter Rodri uez REQUIREMENTS & NOTES
Jonathnn■
CT
WEIR TOP WIDTH 10' MIN., BOTTOM 7' MIN.
Kevin FLASH BOARD RISER NOT PERMITTED
1ST BAFFLE: RIP RAP & WASHED STONE BERM
2ND BAFFLE: STANDARD BAFFLE
3RD BAFFLE: STANDARD BAFFLE
CE -
THE STANDARDS & SPECIFICATIONS SHOWN ARE FROM THE "NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL" (NCESCPDM) PREPARED BY NC DEPT. OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR); ALSO
REFERENCE NCDOT "ROADWAY STANDARD DRAWINGS," LATEST EDITION.
THE CITY OF CHARLOTTE HAS ADOPTED THE SPECIFIC STANDARDS & SPECIFICATIONS SHOWN ON THIS DETAIL AS MANDATORY
MINIMUM DESIGN STANDARDS & SPECIFICATIONS. "SPECIAL REQUIREMENTS & NOTES" ARE INCLUDED WHEN THE CITY OF
CHARLOTTE'S CRITERIA ARE MORE STRINGENT THAN THE NCESCPDM OR NCDOT STANDARDS.
• CITY OF CHARLOTTE SPECIAL
LAND DEVELOPMENT STANDARDS EROSION CONTROL
CMPJffrfE INCLUDES CHARLOTTE ETJ REQUIREMENTS & NOTES
CHARLOTTE LAND DEVELOPMENT STANDARDS
30.00
CLDSM 30.00 N.T.S.
GENERAL NOTES:
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL. THE BASIN AREA SHALL BE CLEARED.
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS,
ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING
CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPED.
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO DEPTH SHOWN ON STANDARD.
REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER.
7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
8. STORAGE AREA MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD
ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN
DIMENSIONS.
9. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
10. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING.
BAFFLES SHALL BE INSTALLED IN ALL BASINS.
11. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED
SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN.
12. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
13. FOR DESIGN OF SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
14. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED.
15. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION
HAS BEEN GRANTED BY THE CITY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN
ESTABLISHED.
16. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACED AT
THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS GENERAL NOTES -SEDIMENT BASINS
CHARLOTTE. INCLUDES CHARLOTTE ETJ
CHARLOTTE LAND DEVELOPMENT STANDARDS
CLDSM 30.03B
6' MAX.
WOVEN FILTER FABRIC
0
STEEL POST
z
FILTER FABRIC
�
JU
FLOW
ANCHOR SKIRT;
EXCAVATE
TRENCH AND
COMPACT
BACKFILL
30.03B 115
N.T.S.
GENERAL NOTES:
1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
2. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
TYPE.
MAINTENANCE NOTES:
3. TURN SILT FENCE UP SLOPE AT ENDS.
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
ENVIRONMENTALLY SENSITIVE AREAS.
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
EXISTING GRADE, PREPARED AND SEEDED.
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
NOT TO SCALE
• CITY OF CHARLOTTE
�,xlmm
DARDS TEMPORARY SILT FENCE STD. N0. REV.
P EL INCLUDES CHARLOTTE ETJ 30.06A 15
MU TI-F
-APPROVAL
CHAR OTT ME�KL GH-�AR-OTTE' LAN-D'DEVELOPMENT STANDARDS
-� CLDSM 30.06A N.T.S.
PVC END CAP
PVC TEE
"C" ENCLOSURE
,TFR ENTRY IINIT
PERSPECTIVE VIEW
PVC VENT
PVC ELBOW PIPE
WATER SURFACE
PVC END CAP
PVC PIPE 1
1/2" HOLES IN
UNDERSIDE GIN % 51
PVC TEE
FLEXIBLE
HOSE SCHEDULE 40
0 PVC PIPE
END VIEW FRONT VIEW
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2O00.
"H" REFERS TO THE HEIGHT FROM INVERT OF FLEXIBLE HOSE ON SKIMMER TO THE INVERT OF THE PRIMARY SPILLWAY. NOT TO SCALE
• CITY OF CHARLOTTE
CM LAND DEVELOPMENT STANDARDS SKIMMER STD. N0. REV.
CUTARIATTE_ INCLUDES CHARLOTTE ETJ 30.02B 12
CHARLOTTE LAND DEVELOPMENT STANDARDS
SCHEDULE 40
PVC PIPE
CLDSM 30.02B
LENGTH AS NECESSARY
TO GO THRU DIKE
4' MIN. PIPE
1.5' MIN. 1r
FLEXIBLE PIPE
TIE DOWN 10' MAX. SPACING
TIE DOWN AT END
4(MIN)* _.
RIP RAP & WASHED STONE
FILTER BERM
(CLDS 30.12)
-SEDIMENT PITpool
ORIFICE
PLATE
SEDIMENT PIT
NOT REQUIRED IF BASIN
IS LOCATED DOWNSTREAM
OF PIPE OUTLET.
(VOLUME PER CLDS 30.1,
I DIAMETER (D)
II PROFILE
STAKES'
** *° EARTH DIKE
* AT LESS THAN 1% SLOPE RIP -RAP APRON
EXTEND TO EDGE OF DISTURBANCE
CONSTRUCTION SPECIFICATIONS:
1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE DIKES CARRYING
WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET HIGHER AT ALL POINTS THAN THE
TOP OF THE INLET PIPE.
2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING BANDS. FLEXIBLE PIPE UNLESS THEY ARE INDIVIDUALLY DESIGNED,
SHOULD BE STAKED ON EITHER SIDE. SIZE THE DRAINS AS FOLLOWS:
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF EMPTYING INTO A
DISTURBED AREA. MAXIMUM DRAINAGE AREA PIPE DIAMETER
4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE SECTION SHALL BE PER PIPE (ACRES) INCHES
0.5 12
HAND TAMPED IN 4" LIFTS TO THE TOP OF THE EARTH DIKE. 0.75 15
0 18
5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL BE PERFORMED AFTER >1.000 AS DESIGNED
EACH STORM BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT.
6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE, TAKING CARE
NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE.
NOT TO SCALE
• CITY OF CHARLOTTE
�! LAND DEVELOPMENT STANDARDS FLEXIBLE PIPE SLOPE DRAIN STD. NQ. REV.
CHARLOTTE. INCLUDES CHARLOTTE ETJ 30.04 20
CHARLOTTE LAND DEVELOPMENT STANDARDS
CLDSM 30.04
SiE­ on
WIRE FENCING
WOVEN FILTER FABRIC
a
iV
GENERAL NOTES:
1. WIRE FENCING 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.
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER
ANGLE STEEL TYPE.
4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE
WIRES WITH 6" STAY SPACING.
5. TURN SILT FENCE UP SLOPE AT ENDS.
6. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE
OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
7. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING
IS ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM
BUFFER GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL
IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS.
8. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF
FENCE.
9. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
10. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR
OTHER AREAS OF CONCENTRATED FLOW.
• CITY OF CHARLOTTE
�! LAND DEVELOPMENT STANDARDS
CLARIAYF 'E. INCLUDES CHARLOTTE ETJ
8' MAX.
SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
AREA
>10 AC.
(ACRES)
<100 AC.
MIN.
LENGTH TO
WIDTH RATIO
2:1
MAX.
LENGTH TO
6:1
WIDTH RATIO
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
DISTURBED)
435
SURFACE
(SQ. FT.
AREA
PER CFS
REQUIRED
Q10)
BAFFLES PER
PLAN VIEW
CLDS
NOTES:
1.
REFER TO NCESCPDM
SECTION #6.61 FOR
ADDITIONAL DESIGN
SPECIFICATIONS REGARDING
LENGTH
SEDIMENT BASINS.
2.
REFER TO STD. #30.19
10'
FOR BAFFLE SPACING AND
MIN.
INSTALLATION.
INFLOW
3.
FIRST BAFFLE IS TO BE
CONSTRUCTED OF RIP -RAP.
--
--
WITH A MIN. HEIGHT OF 3'
-
-
AND MIN. TOPWIDTH OF 2'.
---------
4.
TURBIDITY CURTAIN (CLDS
RISER
#30.23) MAY BE USED IN
LIEU OF POROUS BAFFLES
SKIMMER
(CLDS #30.19).
AVERAGE AREA*
DEWATERING
5.
FLASHBOARD RISER NOT
WIDTH =LENGTH
DEVICE
PERMITTED FOR USE IN
THE CITY OF CHARLOTTE
* AREA OF BASIN WATER
L=20'
6.
SKIMMER INVERT ELEVATION
SURFACE AT TOP OF PRIMARY
MIN.
= BASIN BOTTOM + 1'
SPILLWAY
MIN.
7.
H = SPILLWAY ELEVATION
- SKIMMER INVERT
CROSS-SECTION VIEW
IP RAP BERM; SEE NOTE #3
ELEVATION
1' FREEBOARD W
6" MAX. DEPTH OF FLOW
OVER EMERGENCY SPILLWAY EMBANKMENT
INFLOW MIN. 1' �T
PRIMARY SPILLWAY (RISER)
----- MIN. - ---�-
DEWATERING
ZONE - ----- ---- --- -- --- H
- ------ EMERGENCY
-�-
FILTER FABRIC SPILLWAY
CLEANOUT SPECIFY SEEPAGE
DEPTH 1' SEDIMENT BAFFLE H X 1.5 CONTROL MEASURES
DATA BLOCK (H/2) STORAGE (5' MIN.) NOT TO SCALE
BASIN
DRAINAGE
AREA
(ACRES)
DENUDED
AREA
(ACRES)
Q10
BASIN VOLUME
BASIN SURFACE AREA
CLEANOUT
DEPTH (FT.)
H/2
H
(FEET)
Z
(FEET)
L
(FEET)
T
(FEET)
W
(FEET)
SKIMMER
PIPE
DIAMETER
SKIMMER
ORIFICE
DIAMETER
REQUIRED
(CUBIC FT.)
PROVIDED
(CUBIC FT.)
REQUIRED
(SQ FT.)
PROVIDED
(SQ FT.)
SB-F
14.89
14.89
62.81
26,802
83,180
27,321
27,412
1.25
2.5
5
20
1.5
5
4.0
4.0
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS SEDIMENT BASIN
CHARLOTTE. INCLUDES CHARLOTTE ETJ
3 CHARLOTTE LAND DEVELOPMENT STANDARDS
30.03AI 1
CLDSM 30.03A N.T.S.
NOTES:
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE
OF 1 %.
2. SILT FENCE MAY BE REQUIRED BEHIND
BERM
3. DITCHES SHOULD BE STABILIZED IN
ACCORDANCE WITH THE TEMPORARY
STABILIZATION REQUIREMENTS OF THE
NCGO10000 PERMIT.
4. WHERE DESIGN VELOCITIES EXCEED 2
FT/SEC, A CHANNEL LINER IS NECESSARY
TO PREVENT DITCH EROSION.
SLOPES
DITCH NO.
AREA(AC.)
DEPTH*
W(FT)
B(FT)
VELOCITY10
ROLLED EROSION CONTROL
PRODUCT / LINING TYPE
* = DEPTH INCLUDES 6" FREEBOARD
NOT TO SCALE
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS TEMPORARY SILT DITCH STD. N0. REV.
CIIARLOI'TE. INCLUDES CHARLOTTE ETJ 30.05 20
CHARLOTTE LAND DEVELOPMENT STANDARDS
N.T.S. "_0
CLDSM 30.05
GENERAL NOTES:
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
STEEL POST 2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
WIRE FENCING OR CHANNELS TO SLOW VELOCITY OR TO CREATE
FILTER FABRIC SEDIMENT TRAPS.
M w #5 OR #57 WASHED STONE 3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE
FLOW 5�°ems TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
Fy DOWNSTREAM DAM (SEE DIAGRAM BELOW).
8 CLASS B RIP
F1\_ANCHOR
SKIRT; _ _ MAXIMUM S PAC I N G
EXCAVATE
TRENCHrAND III_11=111_lll�ll_IIIA - B
BACKFILL - _=III_lll_III_III_III_III_ =III_III_111=111_III-
III=111_
A AND B ARE AT EQUAL ELEVATIONS
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF
THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC
SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,
PREPARED AND SEEDED.
HIGH HAZARD
TEMPORARY SILT FENCE
CHARLOTTE LAND DEVELOPMENT STANDARDS
CLDSM 30.06B
NOT TO SCALE
• CITY OF CHARLOTTE
STD. N0. REV. LAND DEVELOPMENT STANDARDS
30.06B 1 5j CHARLOTTE. INCLUDES CHARLOTTE ETJ
N.T.S.
V-6" MIN.
N.T.S. `
n ,.,...�.. "ONE
IAX
NTER
CROSS SECTION
H
NOT TO SCALE
TEMPORARY ROCK CHECK DAM STD. NO. I REV.
30.10A 115,
CHARLOTTE LAND DEVELOPMENT STANDARDS
CLDSM 30.1 CIA
N.T.S.
Know what's below.
Call before you dig.
LandDesign.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
DOMINION REALTY PARTNERS
101 N. 5TH ST, SUITE B
RICHMOND, VA 23219
804.780.3030
RULE JOY TRAMMELL + RUBIO
300 GALLERIA PKWY, #700
ATLANTA, GA 30339
770.661.1492
KEY MAP
SEAL
4�. ARCdBlTFC��®� �®
* ° a Leo-016 co,
*13
111110
SEAL
05.09.22
PROJECT
LAKEPOINTE
MULTIFAMILY
DOMINION REALTY PARTNERS
2200 CASCADE POINTE BLVD.
CHARLOTTE, NC 28208
LANDDESIGN PROJ.#
1021015
REVISION / ISSUANCE
NO.
DESCRIPTION
DATE
1
1ST LAND DEVELOPMENT
SUBMITTAL
01.17.2022
2
CLT WATER 1 ST
SUBMITTAL
02.03.2022
3
2ND LAND DEVELOPMENT
SUBMITTAL
03.30.2022
4
PERMIT REVISION 1
04.07.2022
5
CLT WATER REVISIONS
O4.14.2022
6
3RD LAND DEVELOPMENT
SUBMITTAL
05.09.2022
DESIGNED BY: CJL
DRAWN BY: CJL
CHECKED BY: MKW
SCALE NORTH
VERT: N/A
HORZ: N/A
ORIGINAL SHEET SIZE: 24" X 36"
SHEET TITLE
EROSION CONTROL DETAILS
SHEEP NUMBER
Cl-03
5/9/2022 439 PM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DW-F

•
CHARLOTTE.
FINAL APPROVAL 6/27/2022
PROJECT NUMBER: ESDRMF-2022-00001
ENGINEERING PAD OF 2-3" OF WAS
PCSO / DETENTION / DRA1INAC*I,pb&�b CRUSHER RUN
r� 3. TV TRANCE SHALL BE MAINTAINED IN A CO
E � OS I ONEDC C P �GDITOR
SWEPT BACK ONSITE ON A NIGHTLY BASIS.
WHEN APPROPRIATE, WHEELS MUST BE CLEANE
U RBAN S - j -q D �i DRAIN
6. C T E A D MERCIAL
TREE ORDINANCESTREET WITH AN EXISTING SIDEWALK TO REMAIN
I
C DOT
NOTE: SCHEDULE PRE-CONSTRUCTI N MEETING
AT LEAST 48 HRS. PRIOR TO ANY LAND
DISTURBING ACTIVITY USLNGII`TFfE-,ONLI-NE
FORM FOUND AT http://charlottenc.gov/ld
ED RObF �) NsZhi kATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO
ONE SHALL BE USE
BASE FOR THE CONSTRUCTION ENTRANCE.
DITION WHICH WILL PREV�
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY
A AAL
NQ�T� MEASURES USED TO TRAP
(ROADWAY
TR KFDdTtOI�QIT
I NYYAGGREGATE TRACKED INTO THE MUST BE
IWH�ENN
r ..._..._�L_R
TO ENTERING A PUBLIC STREET. WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA
INTT�N�il'r-.SS11v"V'■
qT N SEE TN
O
n
atl
1. '� THE DRIVEWAY IS ON A THOROUGHFARE, OR ON ANY
K (WATCH) FOR SIDEwt
LOSURE OR DETOUR/DIVERSION.
Kevin
Parker
100'
PUBLIC STREET
SOIL STABILIZATION FABRIC
-III-
UNDER 2-3" OF WASHED STONE
EX CONC
w
W
N
U
m
a
DRIVEWAY APRON
WITH SIDEWALK AT
BACK OF CURB
(IF RETAINED DURING
CONSTRUCTION.)
NOT TO SCALE
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS STABILIZED CONSTRUCTION ENTRANCE STD. NQ. REV
CIWRLO 'M INCLUDES CHARLOTTE ETJ 30.1 1 A 1 5
CHARLOTTE LAND DEVELOPMENT STANDARDS
CLDSM 30.11A
SECTION
NOTES:
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR
TO INSTALLATION.
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE
DIRECTION OF THE ENGINEER.
4, FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE
AND/OR CLOSE OUT OF GRADING PERMIT.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
6. FILTER BAGS MAY BE INSTALLED IN EXISTING CITY OR NCDOT ROADS
AS LONG AS STORM DRAINAGE IS NOT IMPEDED.
GRATE
1" REBAR FOR BA
REMOVAL FROM INLET
FILTER BAG DEFLECTOR REQUIRED WHEN USED ON
EXISTING MAINTAINED STREETS.
DUMP LOOPS DEFLECTOR SHALL BE PLACED SUCH THAT
IT WILL NOT COMPLETELY OBSTRUCT STORM
WATER FLOW FROM ENTERING VIA THE CURB
OPENING. ENSURE NO MORE THAN 25% OF
CURB OPENING IS OBSTRUCTED.
CATCH BASIN
�( OUTLET
\�1 4
INSTALLATION
0
ANGLE IRON
°O H
°o°o°o 0 0 o a o 0 0 0 0
0 000000000
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0<
0 0 00000000000 O 000 0000000000000000000000000000000 0 0 0
- °Jc~i 3" TUBE STEELY--
IIIIII I O III -I ,-III-III;
_ � _I I-III-III=1 I --III- I I 1=1 I I -III III -I � 1=
-I 11=III-III-III=1 I I=1 I I -1 11-1 I I, I I I I I�, I I I I � I I I I I I I 11-
-III I NOTE: MAY BE USED WHERE EXTENSIVE
HAULING WILL BE DONE.
wz
aW
a�
0
'0cn
_RAIN R' P\/r' PIPP T(1 CFfIIAAPNT TPAP
2-3" OF WASHED ST6NJ`
STD. 30.11A
q
f q 2-3"
STD. 2
0 0 0 0 0 0 0 0 0 0
0 0 0 0O 0O 0O 0O 0
0 0 0 0 0 0 0
0O 0O 0 0 0O 0 0 0 0
O O O O O O
O O O O O O O O
0 0 0 0 0 0 0
O O O O O
O O O O O O O O O
O O O O O O O O
3000000 O O O O O
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 QUO
0 0 0 0 0 0 0 0
°O°O°O°O°O°0 O
°O°O°O°O°O°O°0°0°�
O O O O O O O
O O O O O O O O O
Z
O 0 0 0 0 0 0 0 0
O O O O O O O
0 0 0 0 0 0 0 0
O O O O O O O O O
O O O O O O O O O
O O O O O O O O
O O O O O O O O O
O O O O O O O O O
0 0 0 0 0 0 0 0 0 0
O O O O O O O O O
0 000000000000
00000
¢
0000000000000000000
000000000000000000
0°0°00000°0°0°0°0°0
000000000000000000
O O O O O O O O O
O O 0000 O O O O O
000000000000000000
30000 O O O O O 000
00 0 0 0 0
000000000000000000
0000000000000000000
000000000000000000
WATER SUPPLY
• CITY OF CHARLOTTE CONSTRUCTION ENTRANCE
LAND DEVELOPMENT STANDARDS TIRE WASH
CHARLOTTE" INCLUDES CHARLOTTE ETJ
L 1 CHARLOTTE LAND DEVELOPMENT STANDARDS
CLDSM 30.11 B
ALTERNATIVE 1:
10' CONSTRUCTION
HIGH ACCESS
HAZARD
SILT FENCE
SEE CLDSM
#30.06B IN
WIRE MES __
NOTES:
1. IF DIVERSION DITCH USED, IT SHOULD
FLOW INTO SEDIMENT BASIN ROCK
CHECK DAM, OR SLOPE DRAIN
2. BENCH SHOULD BE GRADED AT 0%
LONGITUDINAL SLOPE (ON -CONTOUR)
TEMPORARY DIVERSION
DITCH SEE CLDSM #30.05
SEE NOTE 1 OR FLATTER
2
J 1 OR FLATTER
2
10' MAX.
10' CONSTRUCTION
HIGH ACCESS
HAZARD
SILT FENCE
SEE CLDSM
#30.06B IN
WIRE MES _
10' MAX.
)F WASHED STONE
).11A
SILT FENCE AS NEEDED
FLOW
VEGETATIVE BUFFER
MEDIA (SEE NOTE 2)
NOTE:
1. PRIOR TO INSTALLATION, MANUFACTURER SPECIFICATIONS OF FILTER MEDIA SHALL BE PROVIDED TO
THE EROSION CONTROL INSPECTOR FOR APPROVAL AND USE. DISCHARGE FROM FILTER MEDIA SHALL
MEET OR EXCEED THE PROVISIONS OF THE CLEAN WATER ACT.
2. ENSURE THAT PUMP PRESSURE DOES NOT EXCEED FILTER MEDIA PRESSURE RATING.
3, FILTER MEDIA MAY BE, BUT NOT LIMITED TO, SAND MEDIA FILTRATION DEVICES,
RATED FILTER FABRIC BAGS OR POLYMER BASED DEWATERING PRACTICES.
4. PUMP STRAINER SHALL NOT BE IN CONTACT WITH BOTTOM OF POND.
POINT
LEVEL
NOT TO SCALE NOT TO SCALE
• CITY OF CHARLOTTE
�! LAND DEVELOPMENT STANDARDS EROSION CONTROL D E WAT E R I N G
STD. NO. REV. STD. N0. REV.
30.11 B 15 C LIRIATTF._ INCLUDES CHARLOTTE ETJ 3 0.13
(J 1 CHARLOTTE LAND DEVELOPMENT STANDARDS
ALTERNATIVE 2:
10' MAX.
3' WIDE BENCH J 1 OR FLATTER
SEE N� 2
0.5% -�
J 1 OR FLATTER
2 10' MAX.
NOT TO SCALE
CITY OF OTTE CITY OF CHARLOTTE
LAND DEVELOPMENT LSTANDARDS CATCH BASIN INLET PROTECTION LAND DEVELOPMENT STANDARDS
STD. N0. REV. SLOPE STABILITY
CHARLOTTE- INCLUDES CHARLOTTE ETJ 130.15 1 I,,CHARtDTTE- INCLUDES CHARLOTTE ETJ
o
4 CHARLOTTE LAND DEVELOPMENT STANDARDS 5 CHARLOTTE LAND DEVELOPMENT STANDARDS
CLDSM 30.15
4'-0" MAX. SPACING
(TYPICAL)
N.T.S. `C 1 -04 CLDSM 30.16
INLET ZONE 25%
OF SURFACE AREA
INLET ZONE 25%
OF SURFACE AREA
INLET ZONE 25% GENERAL NOTES:
OF SURFACE AREA
1. DRIVE 5' STEEL POST AT LEAST
OUTLET 24" INTO SOLID GROUND.
OF SURFACEACE AREA
2. USE STAPLES 1' APART
HORIZONTALLY AND VERTICALLY
TO ATTACH THE FILTER FABRIC
TO THE WIRE FENCE.
/ X
3. MINIMUM BAFFLE SPACING IS 10'.
FLU X 4. THE FLOOR OF THE BASIN IN
THE OUTLET ZONE AND BERMS
I SHOULD BE SEEDED
° + IMMEDIATELY AFTER THE BASIN
IS CONSTRUCTED.
EgRTN ° 5. REFER TO NCESCPDM SECTION
X
l / BERM SPECIFIAOTONSDITIONAL
O�
l �Er
of T cy
X
�X X�
700 COIR g/m25'5' STEEL
OR EQUIVALENT
FL
6" X 6" TRENCH
BACKFILL AND COMPAC
FENCE AND FABRIC
BURIED IN TRENCH
0
M
0
fV
P ELM rF �EMINEDSTA ARDS BAFFLE INSTALLATION
MU TI- T
,-APPROVAL
CHAR OTT ME�KL & LOTGTiEPLAN@TDEVELOPMENT STANDARDS
-� CLDSM 30.19
*11 i
5/9/2022 439 PM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DVVT
NOT TO SCALE
STD. NO. I REV.
30.1 6 12,
N.T.S.
KEY/ANCHOR MATERIAL AT
TOP OF SLOPE.
12" MIN.
SPACING TYP.*
< <
GENERAL NOTES:
36" MIN. SPACING TYP.*
1. LAY BLANKETS LOOSELY AND
STAKE OR STAPLE TO MAINTAIN
DIRECT CONTACT WITH THE SOIL.
DO NOT STRETCH.
2. * DIMENSIONS SHOWN ARE
MINIMUM, MANUFACTURED
PRODUCTS MAY HAVE ADDITIONAL
REQUIREMENTS THAT MUST BE
/
MET.
6"
OVERLAP
3. SLOPE SURFACE SHALL BE FREE
IN SLICE
OF ROCKS, SOIL CLODS,KS,
GRASS. MAT/BLANKETSSHALL
HAVE GOOD SOIL CONTACT.
4. THE DETAIL SHOWN IS FOR SLOPE
MATTING. FOR CHANNEL OR PIPE
t
OUTFALL MATTING SPECIFICATIONS,
PLEASE REFER TO NCESCPDM
/ WATER TABLE
STANDARD #6.17 AND
MANUFACTURER'S GUIDELINES.
AWE
1 NON -WOVEN GEOTEXTILE FILTER CLOTH
! FABRIC 4' ABOVE SOURCE WATER.
KEY/ANCHOR MATERIAL TO TOE OF SLOPE.
NOT TO SCALE NOT TO SCALE
• CITY OF CHARLOTTE
STD. N0. REV. LAND DEVELOPMENT STANDARDS EMBANKMENT MATTING DETAIL ST N0. R .
30.19 15 CHARLOTTE- INCLUDES CHARLOTTE ETJ 30.20 1
8) CHARLOTTE LAND DEVELOPMENT STANDARDS
N.T.S.
CLDSM 30.20
N.T.S.
CLDSM 30.13 N.T.S.
FOR LATE WINTER AND SOIL AMENDMENTS:
EARLY SPRING: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 750 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE: MULCH:
RYE (GRAIN) - 120 LB/ACRE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANNUAL LESPEDEZA (KOBE) - 50 LB/ACRE ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
(OMIT ANNUAL LESPEDEZA WHEN DURATION TOOL
OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE) MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
SEEDING DATES: EROSION OR OTHER DAMAGE
JAN. 1 - MAY 1
FOR SUMMER: SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 750 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE:
GERMAN MILLET - 40 LB/ACRE MULCH:
(A SMALL -STEMMED SUDANGRASS MAY BE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SUBSTITUTED AT A RATE OF 50 LB/ACRE) ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL
SEEDING DATES:
MAY 1 - AUG. 15 MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE
FOR FALL: SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 1,000 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE:
RYE (GRAIN) - 120 LB/ACRE MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SEEDING DATES: ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
AUG. 15 - DEC 30 TOOL
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN
MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50
LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
FOR ADDITIONAL INFORMATION, REFER TO NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (ESCPDM), SECTION 6.10.
FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF
FERTILIZERS, THE KINDS OF SEED, AND THE RATES OF APPLICATION OF LIMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPDM SECTION 6.11 AND
THE CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 04200 SEEDING AND SODDING OF TURFGRASS.
•
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
TEMPORARY SEEDING SCHEDULE
STD. NO. REV.
CC[LLAR.LOTTE-
INCLUDES CHARLOTTE ETJ
130.17 9
6 CHARLOTTE LAND DEVELOPMENT STANDARDS
"_0
CLDSM 30.17 N.T.S.
ASPHALT BERM
ASPHALT BERM (TYP.)
(TYP.) ��
CURBLINE
CURBLINE�i"DIRECTION
."-'DIRECTION OF FLOW
OF FLOW EDGE
OF
PAVEMENT
1/2 OF LANE WIDTH
CATCH BASIN INLET CATCH BASIN INLET
PROTECTION (TYP.) PROTECTION (TYP.)
SEE NOTE 5 SEE NOTE 5
OPTION 1 OPTION 2
CATCH BASINS ALIGNED CATCH BASINS OFFSET OR
ACROSS STREET INDIVIDUAL CATCH BASIN
NOTES:
1. TEMPORARY BERMS ARE INSTALLED TO ACHIEVE DESIGNED DRAINAGE ROLLED
AREAS PRIOR TO FINAL ASPHALT LIFT BEING INSTALLED ON ROAD ASPHALT
SURFACE.
2. CONTRACTOR TO INSTALL TEMPORARY BERMS ON INTERMEDIATE 3" (MIN.)
COURSE, ON HIGH SIDE OF CURB INLETS FOR STRUCTURES ALONG
THE STREET SLOPE. � 24"
3. REMOVE BERM PRIOR INSTALLING FINAL ASPHALT LIFT, FINISHING
ROAD SURFACE.
4. REMOVE ACCUMULATED SEDIMENT FROM ABOVE BERM WEEKLY AND BERM CROSS SECTION
AFTER RAINFALL, AS NEEDED TO MAINTAIN FUNCTION.
5. CATCH BASIN INLET PROTECTION MAY BE OMITTED IF APPROVED BY
EROSION CONTROL COORDINATOR
NOT TO SCALE
• CITY OF CHARLOTTE
�� LAND DEVELOPMENT STANDARDS TEMPORARY ASPHALT DIVERSION BERM STD. N0. RE\
C]LtRtk TE. INCLUDES CHARLOTTE ETJ 130.18 21
9 l CHARLOTTE LAND DEVELOPMENT STANDARDS
CLDSM 30.20
N.T.S.
Knowwhat's below.
Call before you dig.
LandDesign.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
DOMINION REALTY PARTNERS
101 N. 5TH ST, SUITE B
RICHMOND, VA 23219
804.780.3030
RULE JOY TRAMMELL + RUBIO
300 GALLERIA PKWY, #700
ATLANTA, GA 30339
770.661.1492
KEY MAP
SEAL
®®0®� 4�� ARCdBlTFC��®� �®
Leo-016 Cc,'
dI
®10'/' 1s 9gn ®`®`®®�
SEAL
- 048124 -
�0411/I�V �9V�� �®
05.09.22
PROJECT
LAKEPOINTE
MULTIFAMILY
DOMINION REALTY PARTNERS
2200 CASCADE POINTE BLVD.
CHARLOTTE, NC 28208
LANDDESIGN PROJ.#
1021015
REVISION / ISSUANCE
NO.
DESCRIPTION
DATE
1
1ST LAND DEVELOPMENT
SUBMITTAL
01.17.2022
2
CLT WATER 1 ST
SUBMITTAL
02.03.2022
3
2ND LAND DEVELOPMENT
SUBMITTAL
03.30.2022
4
PERMIT REVISION 1
04.07.2022
5
CLT WATER REVISIONS
O4.14.2022
6
3RD LAND DEVELOPMENT
SUBMITTAL
05.09.2022
DESIGNED BY: CJL
DRAWN BY: CJL
CHECKED BY: MKW
SCALE NORTH
VERT: N/A
HORZ: N/A
ORIGINAL SHEET SIZE: 24" X 36"
SHEET TITLE
EROSION CONTROL DETAILS
SHEET NUMBER
Cl-04

FINAL APPROVAL 6/27/2022
•
CHARLOTTE.
PROJECT NU$U8E- ESDRMF-2n2222_nnnn1.
_ _. _,ALIZATION A. ING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details
y being
reENGINEE I tntnftheNCG01
l
PCSO / DETENTION / DRAINAGE PLAN -all comply wi
sa«u
EROSION CONTROL
URBAN F
TREE ORDINANCE
Site Area Description
(a) er
swaPerles
swales, ditches,
CDOT ditches,
NOTE: SCHEDULE PRE -CONSTRUCTION MEETING
AT LEAST 48 HRS. PRIOR TO ANY LAND
DISTURBING ACTIVITY USING THE ONLINE
FORM FOUND AT http://charlottenc.gov/ld
P ELIMINA.
MU TI-FAMIL`.
APPR
CHAR OTTE-MECKLENBUR,
nd specifications on plan sheet will result in the construction
i Ili17�. aterials Handling
Robert t ioli�� pectively). The
h the Erosion and Se ent Control plan approved by the
jurisdiction. All det� and specifications shown on this sheet
r!ge auti+horit havi��sdiction.
v ■ w■yi ■
Pete r
quired Ground 4t1h ition Timeframes
eJ:io°l at h a nme ill o r
days after ceasing
Lind ditaarh^�^^
Kevin P a rkelrne
None
slopes are 10' or less in length and are
ottenc.gov/Id at steeper than 2:1, 14 days are
lowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1 14 ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes ditches, perimeter slopes and HQW Zones
flatter than 4:1 14 -10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization Perm anert Stabilization
• Temporary grass seed covered with straw or * Permanent grass seed covered with straw or
Dther mulches and tack ifiers other mulches and tackifers
■ Hydroseeding * Geotextile fabrics such as permanent soil
• Rolled erosion control products with or reinforcement matting
without temporary grass seed * Hydroseeding
• Appropriately applied straw or other mulch • Shrubs or other permanent plantings covered
• Plastic sheeting with mulch
■ Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• polled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
F\ NORTH CAROLI NA
Environmental Quality
❑NSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
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CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or
site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement
of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect (during normal
Inspection records must include:
business hours
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero.' The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At Ieast once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspectlon,
outfalls (SDos)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
events 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(S) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands on site
7 calendar days
stream has visible increased turbidity from the construction
oroffshe
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Descrlption, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2l(a) of this permit
of this permit.
f G.I Ground After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
INA
Quality
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&5C Measure on a copy
and does not significantly deviate from the
of the approved E&SC Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan.
E&SC Measure shown on the approved E&SC
Plan. This documentation is required upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
Initial and date a copy of the approved E&SC
(c) Ground cover is located and installed
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E9L5C Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
EFFECTIVE: 04/01 / 19
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
* They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
* They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and other Requirements
• Within 24 hours, an oral or electronic notification.
(a) Visible sediment
deposition in a
• Within 7 calendardays, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• if the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
* Within 24 hours, an oral or electronic notification. The notification
(b) oil spills and
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
* A report at least fen days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
■ Within 7 calendardam a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
* Within 24 hours, an oral or electronic notification.
with the conditions
■ Within 7 calendordays, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
envronment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41j1)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
PLANNING DEPARTMENT NCGO 1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/191
i�
Know what's beioW.
Call before you dig.
LandDesign.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
DOMINION REALTY PARTNERS
101 N. 5TH ST, SUITE B
RICHMOND, 23219
804.780.3030
RULE JOY TRAMMELL + RUBIO
300 GALLERIA PKWY, #700
ATLANTA, GA 30339
770.661.1492
KEY MAP
SEAL
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05.09.22
PROJECT
LAKEPOINTE
MULTIFAMILY
DOMINION REALTY PARTNERS
2200 CASCADE POINTE BLVD.
CHARLOTTE, NC 28208
LANDDESIGN PROJ.#
1021015
REVISION / ISSUANCE
NO.
DESCRIPTION
DATE
1
1ST LAND DEVELOPMENT
SUBMITTAL
01.17.2022
2
CLT WATER 1 ST
SUBMITTAL
02.03.2022
3
2ND LAND DEVELOPMENT
SUBMITTAL
03.30.2022
4
PERMIT REVISION 1
04.07.2022
5
CLT WATER REVISIONS
O4.14.2022
6
3RD LAND DEVELOPMENT
SUBMITTAL
05.09.2022
DESIGNED BY: CJL
DRAWN BY: CJL
CHECKED BY: MKW
SCALE NORTH
VERT: N/A
HORZ: N/A
ORIGINAL SHEET SIZE: 24" X 36"
SHEET TITLE
EROSION CONTROL DETAILS
SHEET NUMBER
5/9/2022 439 PM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DVVr
Cl-05