NCC230773_Site Plan or Location Map_20230321

NARRATIVE:
THE PROPOSED CHINA GROVE APARTMENTS PROJECT IS WITHIN THE
CITY LIMITS OF CHINA GROVE, ROWAN COUNTY, NORTH CAROLINA.
THE TOTAL DISTURBED ACREAGE FOR THE PROPOSED
DEVELOPMENT IS APPROXIMATELY +/- 14 ACRES. THE SCOPE OF
WORK INCLUDES CLEARING, STRIPPING AND GRADING FOR THE
ROADWAYS AND BUILDING PADS, INSTALLATION OF EROSION
CONTROL MEASURES, GRASS -LINED DITCHES, STORM DRAINAGE
PIPES, UTILITIES, AND PAVING.
BASED ON SCS SOIL SURVEY MAP, SITE CONSISTS OF:
CfB - CECIL-URBAN LAND COMPLEX, 2% TO 8% SLOPES
McB2 - MECKLENBURG CLAY LOAM, 2% TO 8% SLOPES,
MODERATELY ERODED
McC2 - MECKLENBURG CLAY LOAM, 8% TO 15% SLOPES,
MODERATELY ERODED
PxD - POINDEXTER-ROWAN COMPLEX, 15% TO 25% SLOPES
THIS SITE IS NOT WITHIN ANY SPECIAL FLOOD HAZARD AREA
SUBJECT TO INUNDATION BY THE 1 % ANNUAL CHANCE FLOOD, PER
FEMA PANEL 3710460700J
EROSION CONTROL NOTES:
1. ON -SITE BURIAL PIT LOCATIONS MUST BE DOCUMENTED ON FINAL
PLAT.
2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED
EROSION CONTROL PLAN IS A VIOLATION OF THE STATE EROSION
CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
3. NO MORE THAN 20 ACRES TO BE DISTURBED AT ONE TIME.
4. STABILIZATION IS THE BEST FORM OF EROSION CONTROL.
TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION
CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN
SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
SEQUENCE SHOWN ON THE PLAN.
5. ALL AREAS ARE TO BE SEEDED AND MULCHED PER THE NEW
STABILIZATION TIMEFRAME TABLE ON SHEET C6.5.
6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT
MAY BE REQUIRED BY ROWAN COUNTY EROSION CONTROL
INSPECTOR.
7. MAXIMUM TEMPORARY GRADED SLOPES ARE 3:1. WHEN STEEPER
SLOPES MUST BE USED, PLANS SHALL BE SEALED BY A
GEOTECHNICAL ENGINEER FOR SLOPE STABILITY AND FINAL
SURFACE STABILIZATION.
8. ALL WORK IMPACTING STREAMS MUST HAVE APPROPRIATE
NCDENR-DWQ AND U.S.A.C.E. (401/404) PERMITS.
9. ALL FLOW FROM PERMANENT / TEMPORARY DITCHES SHOULD BE
DIRECTED TOWARDS SEDIMENT TRAPS UNTIL SITE IS
COMPLETELY STABILIZED.
10. ALL PERMANENT SLOPES STEEPER THAN 3:1 SHALL HAVE
EROSION CONTROL MAT EQUIVALENT TO NORTH AMERICAN
GREEN SC75.
11. DE -WATERING OF THE WORK AREA DIRECTLY INTO A STREAM,
CREEK, WETLAND, ETC. IS PROHIBITED.
12. ANY OFF -SITE BORROW OR SPOIL SITE USED DURING
CONSTRUCTION SHALL HAVE AN APPROVED EROSION CONTROL
PLAN.
MAINTENANCE PLAN:
THE FOLLOWING MAINTENANCE PLAN SHALL BE FOLLOWED UNTIL
THE SITE IS COMPLETELY STABILIZED AFTER CONSTRUCTION.
DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE
FOR INSPECTION AND MAINTENANCE OF ALL EROSION AND
SEDIMENT CONTROL STRUCTURES.
1. ALL EROSION CONTROL MEASURES SHALL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING ANY RAINFALL
PRODUCING RUNOFF AND AT LEAST ONCE EVERY WEEK. ANY
NEEDED REPAIRS SHALL BE MADE IMMEDIATELY SO THAT ALL
EROSION CONTROL MEASURES ARE MAINTAINED AS DESIGNED.
2. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
NECESSARY, AND MULCHED IN ACCORDANCE WITH THE SEEDING
SPECIFICATIONS IN ORDER TO MAINTAIN A DENSE VEGETATIVE
COVER.
3. SEDIMENT DEPOSITS SHALL BE REMOVED FROM SEDIMENT
FENCE AFTER EACH STORM EVENT OR SEDIMENT FENCE
SHOULD BE REPLACED. THEY MUST BE REMOVED WHEN
DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE
BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER
THE SEDIMENT FENCE IS REMOVED SHALL BE DRESSED TO
CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED.
4. SEDIMENT BASINS SHALL BE CLEANED OUT WHEN THE LEVEL OF
SEDIMENT REACHES THE MID -DEPTH POINT BELOW THE WEIR
ELEVATION. WASHED STONE SHALL BE CLEANED OR REPLACED
WHEN THE SEDIMENT BASIN NO LONGER DRAINS PROPERLY.
5. GROUND COVER SHALL BE ESTABLISHED ON EXPOSED SLOPES
PER THE NEW STABILIZATION TIMEFRAME TABLE ON SHEET C6.5.
6. SEDIMENT DEPOSITS SHALL BE REMOVED FROM TEMPORARY
CHECK DAMS AND/OR WATTLES AFTER EACH STORM EVENT.
STONE FACING SHALL BE CLEANED OF CONTAMINATED STONE
AND REPLACED WITH CLEAN WASHED STONE.
CONSTRUCTION SEQUENCE:
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM
ROWAN COUNTY.
2. STAKE LIMITS OF DISTURBANCE PRIOR TO THE
PRE -CONSTRUCTION MEETING.
3. SET UP A ON -SITE PRE -CONSTRUCTION CONFERENCE WITH
ROWAN COUNTY AT [phone] TO DISCUSS EROSION
CONTROL MEASURES.
4. A COPY OF THE NCG01, 401, 404 AND ALL OTHER APPLICABLE
PERMITS FROM NCDOT AND THE TOWN OF CHINA GROVE SHALL
BE PRESENTED AT THE PRE -CONSTRUCTION MEETING.
5. UPON THE COMPLETION OF EROSION CONTROL MEASURES,
CONTRACTOR MUST OBTAIN PERMISSION FROM ROWAN COUNTY
BEFORE CONTINUING TO MASS GRADING.
6. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL
MEET WITH EROSION CONTROL INSPECTOR PRIOR TO
COMMENCING WITH EACH PHASE.
7. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO
REMOVAL OF ANY EROSION CONTROL MEASURES.
8. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY
MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL.
PHASE 1
1. CLEAR ONLY AS NECESSARY TO INSTALL EROSION CONTROL
MEASURES IN THIS PHASE.
2. INSTALL CONSTRUCTION ENTRANCE AND ALL SILT FENCE,
INCLUDING OUTLETS.
3. INSTALL EROSION CONTROL BASINS SB-1 AND SK-2. STOCKPILE
EXCESS SOIL UPHILL OF AND ADJACENT TO EACH BASIN.
4. CONSTRUCT DIVERSION CHANNELS AND INSTALL WATTLES.
5. SEED, MULCH, AND TACK EACH BASIN.
6. CALL EROSION INSPECTOR FOR APPROVAL PRIOR TO BEGINNING
FULL GRADING OPERATION PER PHASE 2.
LEGEND
PROP. DISTURBANCE LIMITS
PROP. MAJOR CONTOUR
PROP. MINOR CONTOUR
PROP. SEDIMENT BASIN
DRAINAGE AREA
TEMP. SILT FENCE
STRAW WATTLE
STONE OUTLET
77p� =�� i T / /u- �\ EXIST. TREE LINE
770 -
/ EXIST. MAJOR CONTOUR
STREAM TOP - j 5 % // / / //-----�� /// / -775 \\
OFBANK (TYP)/----- ----
---\\\ \\/
// \\\\ �\\ EXIST. MINOR CONTOUR
STREAM (TYP) / / / / / - - - \\\\ \
75
7\\>>S. v l
TEMP. DIVERSION DITCH
-\\
SILT FENCE STONE / 780� 780
20 STREAM BUFFER
760�� _ /�-- / / / / / / / (TYP) , / / / / / - - - - - - - OUTLET (TYP) _ / / - - - - - - - \\\\�� \\ 20' UNDISTURBED
STREAM �
07
STREAM BUFFER (TYP) -
_ -/� 2.5" SKIMMER o
7fX�- / // // / /-- 1 �/ ��� //i 2.5"ORIFICE-
/ / / / / / / / / / X �� ■\� \ / / 1785- 78-own L-35 \ \ \\\\\\
-�` \RIP RAP LINED � 10'STREAMBUFFER
\ s (TYP)
/x / / / / / / / / / / / / ��O / / / - / / RIP RAP APRON / \ SPILLWAY (TYP) \� TYP
(TYP)00;
'
//� // // / TD-2A
, g5"
��
790�
0;1 / / / / / � 785 / / \ /� SLOPE DRAIN
DOUBLE ROW
/ / / / SILT FENCE TYP
SLOPE DRAIN,,,' �- / � / / --- --\ _�- (TYP)
2A / / / / / / / / / / TD-1 B / \ / / / / \ �90 \ \
\,90/ / / / / / / 5 , TEMP. COIR POROUS \ \
g5/ - 9S, BAFFLE(TYP) \ \ 1A � -\:
SLOPE DRAIN
790
-/ / / �� / / �90 7g0r
\ \
SLOPE DRAIN, \.�/ -----\\ � \\ \ \ \\ � \�
2B / / / / / TEMP. SKIMMER BASIN #2 / / / \ / TEMP. SEDIMENT BASIN #1
DRAINAGE AREA = 2.41 AC. DRAINAGE AREA = 10.24 AC.
/ / 0 1.5" SKIMMER / BOTTOM OF BASIN = 770 / / / / _ / / / / / \ / / BOTTOM OF BASIN = 782 / / �� `:' `
/ / SLOPE DRAIN INLET \
/ 1.25" ORIFICE SPILLWAY ELEV. = 773 / / / / / / / - - SPILLWAY ELEV. = 786 / \
TOP OF BERM = 775 / / / / / / / / / �c� / / _ _ _ \ 5TOP OF BERM = 788 i / a00 \7g0 \ \ \ PROTECTION (TYP) \
795 \ g
8p - \ \
LIMITS OF DISTURBANCE
/ / / // // / /// // // // / / / // // / �/ �� /- \\ \✓/ // // /// // /�-----�� �\ \ 0 \ \\ \\ (TYP)
800
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STRAW WATTLE
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100' X 12' CONSTRUCTION
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SEE PHASE 2 FOR CONTINUED OPERATION. �cOR . 0GRAPHIC SCALE
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( IN FEET)
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LICENSE NO.:
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PROJECT INFORMATION
PROJECT MANAGER: ALL
DESIGNED BY: AMP
1) CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING DRAWN BY: PH
APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE
LOCATED PRIOR TO BEGINNING CONSTRUCTION. PROJECT NUMBER: KM81 .400
2) CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING ORIGINAL DATE: 08/12/2022
FLAG MEN, ETC., AS NECESSARY TO INSURE SAFETY.
3) ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE SHEET:
REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA C6.0
DEPARTMENT OF TRANSPORTATION AND LOCAL MUNICIPALITIES.
4) SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS
PART 1926 SUBPART P, OR AS AMENDED.

K l A M M A T l\/ C.
THE PROPOSED CHINA GROVE APARTMENTS SANITARY SEWER
TRUNKLINE PROJECT IS WITHIN THE CITY LIMITS OF CHINA GROVE,
ROWAN COUNTY, NORTH CAROLINA. THE TOTAL DISTURBED
ACREAGE FOR THE PROPOSED DEVELOPMENT IS APPROXIMATELY +/-
6 ACRES. THE SCOPE OF WORK INCLUDES CLEARING, INSTALLATION
OF EROSION CONTROL MEASURES, AND INSTALLATION OF SANITARY
SEWER.
BASED ON SCS SOIL SURVEY MAP, SITE CONSISTS OF:
ChA - CHEWACLA LOAM, 0% TO 2% SLOPES, FREQUENTLY FLOODED
EnB - ENON FINE SANDY LOAM, 2% TO 8% SLOPES
EnC - ENON FINE SANDY LOAM, 8% TO 15% SLOPES
PxD - POINDEXTER-ROWAN COMPLEX, 15% TO 25% SLOPES
SeB - SEDGEFIELD DINE SANDY LOAM, 1 % TO 6% SLOPES
WtC - WYNOTT-ENON COMPLEX, 8% TO 15% SLOPES
611
THIS SITE IS NOT WITHIN ANY SPECIAL FLOOD HAZARD AREA
SUBJECT TO INUNDATION BY THE 1 % ANNUAL CHANCE FLOOD, PER / L / l I✓ % / / ) \ ` �Ila
FEMA PANEL 3710563600J & 3710563700J EFFECTIVE DATE 6-16-2009
C2.1 \----\ \ 1 ' I ( / 1 I , \, ��\,\\ \ \�\� �/r / � \`���� <�� :- �/ " / /ll (��=\\11(
EROSION CONTROL NOTES: )(1 �
f
1. ON -SITE BURIAL PIT LOCATIONS MUST BE DOCUMENTED ON FINAL
PLAT. \ \ ,\. \ \ \ -_ z \ \� j� / r(./� _� \v �1_ J'\ �� l / �>
2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED J)
/ // 1 / J i J I I I I / / r/ / _� \ / f r /� -y\ \ s -� / //� / ( �i _ - s \� / //
EROSION CONTROL PLAN IS A VIOLATION OF THE STATE EROSION / / J I ` /
CONTROL ORDINANCE AND IS SUBJECT TO A FINE. I / ✓ \` �.\\�j\L \ \ \ \ \\\ \\ 1 / \ = -, \\' �\ �- / / l J� l l l \ / I,
/1 J 1 \ \ ,\ , \\ _ \\ �- �) . / I I / \ �>
3. NO MORE THAN 20 ACRES TO BE DISTURBED AT ONE TIME. ` ���� \ \ �� \ \ v /.� \ \ -� -� \ � ` - -�/�� / � l I I l I i ( l \ \ , � ) � (�� �r !-' \\`\ �• //, �/f/ _ , (L�`... "'_ /• �/J // ".' / %� // /�' / /< ` \ \ ` - \� \ ./
4. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. l �/ I l \ \ \ / \
TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION \ \ y ` /
CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN �� `\ am', l KANNAPOLIS PROPERTY OWNER, LLC / /�r/
SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION _ owl �-\ \\\\
SEQUENCE SHOWN ON THE PLAN. �/ % 1 I \� \ ���\\I ��\ \\�� _���\\I) // DB 1411 PG 136 .�
? \ _ - \ �� ' 1� \\ \ �� \ \ /,�//Ir TAX PARCEL ID: 115 169 ���
5. ALL AREAS ARE TO BE SEEDED AND MULCHED PER THE NEW / 1 ��\\�� / ` \\\\ \\ \-� \� \\ - \ I \ - / fl
STABILIZATION TIMEFRAME TABLE ON SHEET C2.7.�-
6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT \
MAY BE REQUIRED BY ROWAN COUNTY EROSION CONTROL I v I / `' _ \\ \ L� \ \ /\\
INSPECTOR. ' / / 1 I Cyr C ( \\ C2.2 �� s �•� \ \ l`��)) ` \ f l //
.atttat
7. MAXIMUM TEMPORARY GRADED SLOPES ARE 3:1. WHEN STEEPER
SLOPES MUST BE USED, PLANS SHALL BE SEALED BY A
GEOTECHNICAL ENGINEER FOR SLOPE STABILITY AND FINAL II �1) I J _ \
SURFACE STABILIZATION. / ) / �/ -_ � \ � / \ � \ \ \ \ \ \\ l � -�-- �i /�r'� \ X X x � - ` x •�-
t X
� / x
\ .1 \
8. ALL WORK IMPACTING STREAMS MUST HAVE APPROPRIATE
NCDENR-DWQ AND U.S.A. C.E. 401/404 PERMITS.
9. ALL FLOW FROM PERMANENT / TEMPORARY DITCHES SHOULD BE
DIRECTED TOWARDS SEDIMENT TRAPS UNTIL SITE IS / ` 1 /1 ( � 1 l L -\ / \.1 \ \\ \-/ -�` \ \ \� - � r j /� ✓ / % // / / _` � _��- � � �� j /�/�_ ��� ` � � r' - (
\ l- \ \ \� COMPLETELY STABILIZED. -.z-- � \ (1 I ( 1 \ i / / //' `
\
1 1 _ -- l
10. ALL PERMANENT SLOPES STEEPER THAN 3:1 SHALL HAVE � � � I I / /1 // / / I 1 \ \ - � \ \ 1 \ � \ \ / / \\\
EROSION CONTROL MAT EQUIVALENT TO NORTH AMERICAN -
GREEN SC75.\- 1 / /1//�I/))(� ( \ 1 \� \\,�j, \ \ 1 �1)»� //�// �\ .........:....::` C2.3\ \\
11. DE -WATERING OF THE WORK AREA DIRECTLY INTO ASTREAM, / l l-� ( I 1 s \ \ L ` ) 1 \ \ \ \ / lR( \ \� \ 1 _ f x % (ll \ I \\ \ \ 1 I 1 `-
CREEK, WETLAND, ETC. IS PROHIBITED. \ / I j / / I / I I \
�\ �- Jeri ) \ \ . 1 ) 1 I I / /� / / II \ rX X \\\ \ \\ \ \\ \ \ 1
12. ANY OFF -SITE BORROW OR SPOIL SITE USED DURING \ ��/��` ` //� / I ` / \ � 1 \ l I /l // // \ \ I I l L@ \\ \\ \\
CONSTRUCTION SHALL HAVE AN APPROVED EROSION CONTROL /// i /j I / / N/F \ r I 1 /\\
PLAN. %_ \\ �-
�� � \ _ KANNAPOLIS PROPERTY OWNER, LLC
MAINTENANCE PLAN: DB 1411 PG 136 / /� ��� \\\\r r)
THE FOLLOWING MAINTENANCE PLAN SHALL BE FOLLOWED UNTIL f J \ TAX PARCEL ID: 114 007 _\ \ \\\._\\ l l ( 1 \ \ - / / I \\\ J I \'
THE SITE IS COMPLETELY STABILIZED AFTER CONSTRUCTION. -
DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE��
FOR INSPECTION AND MAINTENANCE OF ALL EROSION AND \ / // \ \ - \ \ 1 I z \ �\\ :::"`':;: \ ` - -
- \ / \ \ \ J s \ \�\ \ 1 v -- -
SEDIMENT CONTROL STRUCTURES. \
1. ALL EROSION CONTROL MEASURES SHALL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING ANY RAINFALL � / -r � / /// �-- \ \ � \\\ � _ \ \ l _ ^ / \ l • / / \\ -/11/��/% /��
PRODUCING RUNOFF AND AT LEAST ONCE EVERY WEEK. ANY J I \ J / L V I
NEEDED REPAIRS SHALL BE MADE IMMEDIATELY SO THAT ALL r I / ( \ \ \ \ \ \ I / \ \ " 11 _ / `\ \ x i _
EROSION CONTROL MEASURES ARE MAINTAINED AS DESIGNED. \ \ (- / I f l / \\ \ \ \ \ \ \ / r ` \\\� / / / 1 I 1 \`\ J Ill 1//� =�_-- ! �\ �O\\-'� r� / �� / / 1 G
2. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
NECESSARY, AND MULCHED IN ACCORDANCE WITH THE SEEDING 1 \ \ \ \ I ( J \
SPECIFICATIONS IN ORDER TO MAINTAIN A DENSE VEGETATIVE \
\�� � \\ ) _� 1 1 I 1 / l L \ \� \� \ � ..-.�� \ � \\ �(
COVER. \ \ (( _ \ L \
y _ � � \ S 1 t � \ \ � - .� \ / l .r / , , ,,. _ �. �\ -- " \\- \ \ 111 I) I I I I I // / � = �\� \\\ l\ X
3. SEDIMENT DEPOSITS SHALL BE REMOVED FROM SEDIMENT 1 \\\ \ (\\ \ \ \ \\ \\ \\ \ / / - _ - \ \ -� \\ \ \ If JI1111\1111 I( (�// �'- �\ ��\\\\\�
,1%\ \ \ \ \ \ \ _ \ \ \ r r \ , \ \ \\ I( (Ill I111 III \\ N
FENCE AFTER EACH STORM EVENT OR SEDIMENT FENCE \ � \ \ \ � \\ �- � ^ `- �- � � `-� () lIl (\I I I / (/ / \ \
\ \l
SHOULD BE REPLACED. THEY MUST BE REMOVED WHEN �GJDEPOSV\l
XIMATELY HALF THE HEIGHT OF THE
BARRIER. ANY SEDIMENTS REACH T DEPOSITS REMAINING IN PLACE AFTER \/- \, 1 \ l �� \ = _ _ \ `�
\%?` -- \ \ � \ > \ l � l 1 � �- J l r ^ � / / � � � \ ��\\ � \\ f I \Il 111`I I I11 I I I I / 1 \� \\\ x�
THE SEDIMENT FENCE IS REMOVED SHALL BE DRESSED TO \ \� \ \ l \ \ ) \ > J / / / 1 ( < / / / �l - - \\ \ \ I 11 1 14 \Il I 1 (( \�
CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. I
4. SEDIMENT BASINS SHALL BE CLEANED OUT WHEN THE LEVEL OF
SEDIMENT REACHES THE MID -DEPTH POINT BELOW THE WEIR
ELEVATION. WASHED STONE SHALL BE CLEANED OR REPLACED
WHEN THE SEDIMENT BASIN NO LONGER DRAINS PROPERLY. 7�
5. GROUND COVER SHALL BE ESTABLISHED ON EXPOSED SLOPES ` \ J _, s ) 1 I I / ( \ , \ / J / / 11 S l \ ��\ \ \\\ \ (f l/ / /) !I
PER THE NEW STABILIZATION TIMEFRAME TABLE ON SHEET C2.7.
6. SEDIMENT DEPOSITS SHALL BE REMOVED FROM TEMPORARY
CHECK DAMS AND/OR WATTLES AFTER EACH STORM EVENT.
STONE FACING SHALL BE CLEANED OF CONTAMINATED STONE
AND REPLACED WITH CLEAN WASHED STONE. - - l \ i \►\\\ \ \ \ \ _��
CONSTRUCTION SEQUENCE:
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM
ROWAN COUNTY.
2. STAKE LIMITS OF DISTURBANCE PRIOR TO THE
PRE -CONSTRUCTION MEETING.
3. SET UP A ON -SITE PRE -CONSTRUCTION CONFERENCE WITH
ROWAN COUNTY AT [phone] TO DISCUSS EROSION
CONTROL MEASURES.-
/05
4. A COPY OF THE NCG01, 401, 404 AND ALL OTHER APPLICABLE
PERMITS FROM NCDOT AND THE TOWN OF CHINA GROVE SHALL
BE PRESENTED AT THE PRE -CONSTRUCTION MEETING. \ I \ \\ 1 I -
5. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO I 1
REMOVAL OF ANY EROSION CONTROL MEASURES. v X '
6. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY
MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. \ /
7. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL.
LEGEND
PROP. DISTURBANCE LIMITS
PROP. SANITARY SEWER
EASEMENT - -
PROP. TEMPORARY _Tm_1rom
CONSTRUCTION EASEMENT
TEMP. SILT FENCE X
STONE OUTLET
DOUBLE STONE OUTLET
GRAPHIC SCALE
0 100' 200' 400'
( IN FEET )
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PROJECT INFORMATION
PROJECT MANAGER:
ALL
DESIGNED BY:
PH
DRAWN BY:
PH
PROJECT NUMBER:
KM81.400
HORIZONTAL 1 inch = 200 ft.
ORIGINAL DATE: 12/1/2022
SHEET:
C2.0