20200847 Ver 1_Signed Permit Set 06052020_ESC_Pages_Only_20200625

CHARLOTTE
PROJECT NAME
APPLICATION FOR NON -DISCHARGE PERMIT
GRAVITY SEWER MAIN EXTENSION
CHARLOTTE WATER
CREEK BASIN:
MUNICIPALITY: —
NCDO T ENCROACHMENT PERMIT NO.
NCDENR/DEQ PERMIT NO. —
EROSION CONTROL ID NO: —
DISTURBED AREA: AC
DESIGN COMPANY:
PLANS PREPARED BY: HDR
ADDRESS: 440 S. Church St., Suite 1000, Charlotte NC 28202
PHONE: [phone]
CONTACT: Matthew Shultz
DATE DESIGN COMPLETED:
SURVEY COMPANY:
SURVEYED BY: CES
ADDRESS: 274 N. Hwy 16 Business, Suite 300, Denver NC 28037
PHONE: [phone]
DATE SURVEY COMPLETED:
CONTRACTOR:
CONSTRUCTED BY: Crowder Construction Company
ADDRESS: 6409 Brookshite Blvd., Charlotte NC 28216
PHONE: [phone]
CONTACT: Patrick Buckley
DATE CONSTRUCTION COMPLETED:
%fV I= E 13
CHARLOTTE AND MINT HILL, NORTH CAROLINA
JUNE 2020
FINAL DESIGN - NOT FOR CONSTRUCTION - FOR PERMITTING
CLTWater PROJECT NO. -
PROJECT TYPE: ❑ NEW CONSTRUCTION: ❑ RELOCATION: ❑ MODIFICATION OF PERMIT NO.
OTHER
VOLUME OF WASTEWATER GENERATED BY THIS PROJECT: GALLONS PER DAY BASED
ON 190 GAL/DAY/SINGLE FAMILY HOUSEHOLD HOUSEHOLDS OR
135 GAL/DAY/MULTI-FAMILY UNIT UNITS OR IS BASED ON
►rai_RIIArai_11IA:aIV:_11r►YIAIIsZIWaIrsVxyamn[tirai-11R]IArai_11IAZ
❑ McALPINE CR. (NC0024970) ❑ IRWIN CR. (NC0024945) ❑ McDOWELL CR. (NC0036277)
❑ SUGAR CR. (NC0024937) ❑ MALLARD CR. (NC0030210) ❑ ROCKY CR. (NC0036269)
NATURE OF WASTEWATER % DOMESTIC % INDUSTRIAL
COMMERCIAL % OTHER
ORIGIN OF WASTEWATER ❑ SUBDIVISION ❑ COMMERCIAL
❑ SCHOOL ❑ INDUSTRIAL
❑ APARTMENTS/CONDO'S ❑ OTHER
LIST ANY PARAMETER AND ITS CONCENTRATION THAT WILL BE GREATER THAN NORMAL DOMESTIC LEVELS:
IF WASTEWATER IS NON -DOMESTIC, DESCRIBE LEVEL OF PRETREATMENT:
IF A PRETREATMENT PERMIT IS REQUIRED, HAS ONE BEEN ISSUED? ❑ YES ❑ NO
HAS ENGINEER DETERMINED THAT DOWNSTREAM SEWERS ARE CAPABLE TO HANDLE THIS FLOW? ❑ YES ❑ NO
PERMIT NO. FOR SEWERS IMMEDIATELY DOWNSTREAM
PIPE DIAMETER OF SEWERS IMMEDIATELY DOWNSTREAM
HAS ENGINEER DETERMINED THAT NC DEM AND CLTWater MINIMUM DESIGN STANDARDS ARE MET BY THIS
PROJECT? ❑ YES ❑ NO
COMPLETE NAME AND ADDRESS OF ENGINEERING DESIGN FIRM:
TELEPHONE
PROFESSIONAL ENGINEER'S CERTIFICATION:
I, ATTEST THAT THIS APPLICATION FOR
HAS BEEN REVIEWED BY ME AND IS ACCURATE AND COMPLETE TO THE
BEST OF MY KNOWLEDGE. I FURTHER ATTEST THAT TO THE BEST OF MY KNOWLEDGE THE PROPOSED DESIGN HAS
PREPARED IN ACCORDANCE WITH THE APPLICABLE REGULATIONS. ALTHOUGH CERTAIN PORTIONS OF THIS SUBMITTAL
BEEN PACKAGE MAY HAVE BEEN DEVELOPED BY OTHER PROFESSIONALS, INCLUSION OF THESE MATERIALS UNDER
MY SIGNATURE AND SEAL SIGNIFIES THAT I HAVE REVIEWED THIS MATERIAL AND HAVE JUDGED IT TO BE CONSISTENT
WITH THE PROPOSED DESIGN.
NORTH CAROLINA PROFESSIONAL ENGINEER'S SEAL, SIGNATURE, AND DATE:
CLTWater PERMIT NO.
PLANT FLOW ALLOCATION RECORDED BY:
PERMIT APPROVED BY:
ISSUED
JOSEPH C. WILSON P.E., CHIEF ENGINEER
Know what's below.
Call before you dig.
INSPECTOR:
INSIDE CHARLOTTE: ( ) YES ( ) NO:
TOPO NO:
VICINITY MAP
NTS
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.

INDEX OF SHEETS
GENERAL PROJECT NOTES
SHEET 1
COVER SHEET
SHEET 2
SHEET INDEX AND GENERAL NOTES
SHEET 3
PLAN & PROFILE STA 0+00 TO STA 9+00
SHEET 4
PLAN & PROFILE STA 9+00 TO STA 18+00
SHEET 5
PLAN & PROFILE STA 18+00 TO STA 27+00
SHEET 6
PLAN & PROFILE STA 27+00 TO STA 36+00
SHEET 7
PLAN & PROFILE STA 36+00 TO STA 45+00
SHEET 8
PLAN & PROFILE STA 45+00 TO STA 55+00
SHEET 9
PLAN & PROFILE STA 55+00 TO STA 65+00
SHEET 10
PLAN & PROFILE STA 65+00 TO STA 75+00
SHEET 11
PLAN & PROFILE STA 75+00 TO STA 85+00
SHEET 12
PLAN & PROFILE STA 85+00 TO STA 95+00
SHEET 13
PLAN & PROFILE STA 95+00 TO STA 106+00
SHEET 14
PLAN & PROFILE STA 106+00 TO STA 117+52.25
SHEET 15
EROSION CONTROL STA 0+00 TO STA 18+00
SHEET 16
EROSION CONTROL STA 18+00 TO STA 36+00
SHEET 17
EROSION CONTROL STA 36+00 TO STA 55+00
SHEET 18
EROSION CONTROL STA 55+00 TO STA 75+00
SHEET 19
EROSION CONTROL STA 75+00 TO STA 95+00
SHEET 20
EROSION CONTROL STA 95+00 TO STA 117+41.27
SHEET 21
STANDARD CIVIL DETAILS
SHEET 22
STANDARD CIVIL DETAILS
SHEET 23
TRAFFIC CONTROL DETAILS
SHEET 24
TRAFFIC CONTROL DETAILS
SHEET 25
EROSION CONTROL DETAILS
SHEET 26
EROSION CONTROL DETAILS
SHEET 27
EROSION CONTROL DETAILS
SHEET 28
EROSION CONTROL DETAILS
SHEET 29
EROSION CONTROL NOTES
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og000-A?
NO
1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY ASSOCIATED WITH THE WORK UNDER THIS PROJECT AND
FOR COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL HEALTH AND SAFETY LAWS, CODES, REGULATIONS, AND
ORDINANCES INCLUDING BUT NOT LIMITED TO THOSE CURRENTLY MANDATED BY THE OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA).
2. CONTRACTOR SHALL USE ADEQUATE SHORING METHODS TO ENSURE:
A. COMPLIANCE WITH OSHA REGULATIONS.
B. PROTECTION OF EXISTING PAVEMENT AND ROAD SHOULDERS.
C. CONSTRUCTION ACTIVITIES ARE CONFINED TO RIGHTS -OF -WAY OR EASEMENTS AS INDICATED.
3. CONTRACTOR SHALL INSTALL THE GRAVITY SEWER SYSTEM AS INDICATED ON PLANS AND SHALL NOT DISTURB ANY AREA
OUTSIDE THE EASEMENT LIMITS SHOWN ON THE PLANS.
4. LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE NOT INTENDED TO BE EXACT OR COMPLETE. THE
CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES AND FIELD VERIFY THE LOCATION AND DEPTH OF ALL 5
UTILITIES PRIOR TO CONSTRUCTION. LOCATE WELL AHEAD OF PIPE LAYING OPERATIONS TO ALLOW FOR ADJUSTMENT. / \\
5. IN THE EVENT OF DAMAGE TO EXISTING UTILITIES, CONTRACTOR SHALL STOP WORK IMMEDIATELY, TAKE NECESSARY
PRECAUTIONS TO PREVENT INJURY OR FURTHER DAMAGE, AND NOTIFY PROPER AUTHORITIES. CONTRACTOR SHALL BE
RESPONSIBLE FOR RESTORING/REPAIRING ALL EXISTING STRUCTURES, CONDUITS, OR OTHER UTILITIES DAMAGED BY
CONTRACTOR'S OPERATIONS.
6. TRAFFIC CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH NCDOT SPECIFICATIONS AND REQUIREMENTS. COMPLY
WITH ALL MUTCD REQUIREMENTS.
7. ALL HOLES, TRENCHES, AND OTHER HAZARDOUS AREAS SHALL BE ADEQUATELY PROTECTED BY BARRICADES, LIGHTS OR
OTHER PROTECTIVE DEVICES.
8. ALL ROCKS, BRUSH, TIMBER, AND OTHER DEBRIS THAT IS CLEARED FROM THE RIGHTS -OF -WAY SHALL BE REMOVED FROM
THE PREMISES AND SHALL NOT BE BURIED WITHIN THE RIGHT-OF-WAY OR PLACED ON ADJOINING LANDS.
9. ALL TREE PROTECTION AND EROSION AND SEDIMENTATION CONTROLS SHALL BE IMPLEMENTED BEFORE CONSTRUCTION
COMMENCES AND SHALL NOT BE REMOVED UNTIL RE -VEGETATION HAS BEEN ESTABLISHED.
10. CONTRACTOR SHALL INSTALL SILT FENCE AROUND ALL BORROW, STOCKPILE, WASTE AREAS, AND ALL LAYOUT AND
STAGING AREAS. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT ALL ACCESS POINTS.
11. ALL DITCHES AND STREAMS SHALL BE CROSSED USING TEMPORARY PIPES OR BRIDGE MATS.
12
►1
SECTION 401 WATER QUALITY CERTIFICATION ACTIVITY SPECIFIC CONDITIONS REQUIRES UTILITY
CONSTRUCTION CORRIDORS LOCATED PARALLEL TO STREAMS AND OPEN WATERS TO BE AT
LEAST 10 FEET FROM THE TOP OF BANK OR ORDINARY HIGH WATER MARK.
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CHARLOTTE CHARLOTTE WATER
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Scales
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CONSTRUCTION SHALL BE IN ACCORDANCE WITH CES MAS JRP MAS 2/26/20 Sheet Of
CHARLOTTE WATER STANDARD SPECIFICATIONS. No. Date By Revision Surveyed By Designed By Drawn By Project—Engr Approved By Date 2 XX
A CITY OF CHARLOTTE DEPARTMENT

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CMP-40-19-013 ????
Know what's below. Job No. File No. UPPER MCALPINE CREEK
Scales
Call before you dig. PLAN 1"=40' SANITARY SEWER INTERCEPTOR PROJECT
PROFILE
H o r. 1 "= 40'
Vert. 1"=4' EROSION CONTROL PLAN 2
STA 18+00 TO STA 36+00
As Built Date
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
Sheet Of
CES MAS JRP MAS 2/26/20
CHARLOTTE WATER STANDARD SPECIFICATIONS. No. Date By
Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date 16 XX
A CITY OF CHARLOTTE DEPARTMENT

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PID# \ \
> \ \\ \ \\ \
N/F \\
/ /' / / / - - I i MECKLENBURG COUNTY % \ \ \ \ \ \ \
PID-#11'0929319 // / / /�/ / // ///' � DB 5783 PG 243
S k / N/F\-
6' MEeKLENBURG COUNTY/ / /// // / //// / / / /
\ - - -
/ DB 8088 PG 875-
`// MB 46
umb6(
pact Type: Ford Style Crossing '1 23LF8 /� j / / / / /
tream Type: Perennial ` Number: S7 (T) /
Yp , PROP MH - (16A) ,' // / // / Impact Type: De -watering, Open�-
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7 BYPASS PUMPING (TYP) _ _ - - / / / / / / / / mpact Length: 40ft / .e\ • // \ \ \ \ - -
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- - - - 10' VEGETATED BUFFER 41
SEE DETAIL 1/ SHEET 26
pact Number:
# 10942504 ! / /\ \ / - -' -\ - _��\ � i i1ti� / / // // / // �/ ;. /\--__,-✓ -=---�.I I ii ' �\/ _Im act Type: Ford Style
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.J pact Number: S4 (P) / / 16 \
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Type: Perennial , \ \ \ / ____ -�---_______ - PR MH - 17A umber: S9 T
EX MH - 178247 - � � - ---�-_ ( ) ( )
__---�_+07.35 Impact Type: De -watering, Open
tream Width: -14ft //// __ r j _ :SILT FENCE ROCK OUTLET TYP _ �/f (!� r %SF`
.� - - - _ _ _ — _ Cut and Impervious Dike - (TYP) pact Length: 15ft /// // � / - - Stream Type: Perennial SEE DETAIL 2/ SHEET 25 - - ---� �- /
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i%' - `—i�� •' III/ (� ,� ,•' / / = / _ - �L/ N �_ r `' _ _ - _ j SEE DETAIL 1/ SHEET 25 `5/ 5 1Z
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R OVEANDREPLACEAS \/ ( ) /i�ii / � \ �,' �/' / •/ \
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/ \ \ ( / ( / / — _ , SC ors BLUr- J/ J _ _ Know what's below.
Call before you dig.
EXISTING SANITARY SEWER EASEMENT
PROPOSED SANITARY SEWER EASEMENT
PROPOSED TEMPORARY CONSTRUCTION EASEMENT
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
CHARLOTTE CHARLOTTE WATER
WjjTER CHARLOTTE, NORTH CAROLINA
CMP-40-19-013 ????
Job No. File No.
Scales
PLAN 1 "=40'
PROFILE
H o r. 1 "= 40'
Vert. 1 "=4'
UPPER MCALPINE CREEK
SANITARY SEWER INTERCEPTOR PROJECT
EROSION CONTROL PLAN 5
STA 36+00 TO STA 55+00
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS. No. Date By
CES MAS
JRP I MAS
Revision I Surveyed By I Designed By I Drawn By I Project—Engr I Approved By
Sheet Of
Date"—
17 X X
A CITY OF CHARLOTTE DEPARTMENT

PID# 109425 Q
- —7+&—
N/F 207��FR RImpact Number: S11 (P)
Impact Type: Ford Style Cros-sin=�-
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----
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^\ \ SEE DETAIL 2/ SHEET 27 SEE DETAIL 2/ SHEET 25\\\� ` - - �'�\ \ \ /
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! / ////' �/ ,/ - �� /// / / \ / / ` I' SEE DETAIL 4/SHEET 25 /
,' ME eENBURG COUNTY _ J / / /// / / // - - r \ / / BELLA MARCHE DR /
D`B 7150 PG 174 /
18 I / / / //// � \
PROP MH-(19) / / j�% /\\'
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/
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\
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\ Cut and Impervious Dike � I -
\ - \
I REMOVE AND REPLACE AS\-
\ \ \
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pact Length: 50ft i/
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\ Know what's below.
Call before you dig.
I I
I I
I I
I I
L----J
EXISTING SANITARY SEWER EASEMENT
PROPOSED SANITARY SEWER EASEMENT
PROPOSED TEMPORARY CONSTRUCTION EASEMENT
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
CHARLOTTE CHARLOTTE WATER
WjjTER CHARLOTTE, NORTH CAROLINA
CMP-40-19-013 ????
Job No. File No.
Scales
PLAN 1 "=40'
PROFILE
H o r. 1 "= 40'
Vert. 1 "=4'
UPPER MCA L PI NE CREEK
SANITARY SEWER INTERCEPTOR PROJECT
EROSION CONTROL PLAN 4
STA 55+00 TO STA 75+00
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS. No. Date By
CES MAS
JRP I MAS
Revision I Surveyed By I Designed By I Drawn By I Project-Engr I Approved By
Sheet Of
Date"-
18 X X
A CITY OF CHARLOTTE DEPARTMENT

KNOTTY PINE CIR MANCHESTER LN J /' _
/
\\\n \ ----- /^ \ \ \/_ - / - / \�\ /-----\I \ \ / / _ �\\ /\ y
I I \
( ) \ \ \ \ \ 10' VEGETATED BUFFER ) \ \ \ _ J + I \ \ \ / - / fi: j \ \ ) '` j \ i �\, ^ - - / r -
PMH- 28 \ \ --
74+86.29IO \ \ IIII / \ �\ ( \� ,� i /-\�/ /•'' j� \\ --\\
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\ \
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SEE DETAIL 1/ SHEET 25 II \ / / - - _ _ _ - 1
\ \ n I \ �/ \ II \ O - / v EX �\ \ \ \ \/\ �- _ RIPRAP CHANNEL (TYP) - / \ �,\ \ - / , \ / ` _ REMOVE AND REPLACE AS j / \ \�' / \
REMOVE AND REPLACE AS REQUIRED FOR CROSSING
REQUIRED FOR CROSSING
IN
\ / I EXMH-178219 / /i /
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\\ ` \ N�F \ \ �� \ I\ I / PROPMH-(30) / (TYP) `- --------
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9363 ` PROP MH - (31) ' SEE DETAIL 3/ SHEET 26
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5 BLPCK E ST 9+17.91 \-- - 8 PG 575 �� / / /^ /r \ \ /` -/-
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\ I \ \ \ /// // Impact Type: Ford Style Crossing / / / / /- / / / - \ / F /
pact Number: S14 (T)� - �\ \ \\ �, / Stream Type: Intermittent
I \ \ \ \ \ pact Type: De -watering, Open - - - \ \\ I / Stream Width: -6ft
STATELY OAK LN / \ \ - - 1
I / \ \ \ \ �\ \\ \ \ act nth: 15ft / P /109�18108B /
\ \ I \ I / \ ut and Impervious Dike � / ° / \ \ � �\ Y \ \\\\\\\�\ \ \ < P 9 / / / # / /
\ \ tream Type: Intermittent - / \ - - o� \ , \\\ \\ 1 \ 1 / J //F
1 E N41
PRATHER
I I \ \ \ \ \ I I I I Stream Width: -6ft\�\\ ) / q /
Impact Length: 65ft - - /
FIR KNOLL CT \ /\ \ \\ \II � � \\\ I � �/ l /'tl/
\ \ \
PID# 10938108E
pact Number: S17 (P) I NSF
4,
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/ II 11 i p yp y g DB 1611 PG 434
Stream Type: Perennial \ \ �
TREE PROTECTION (TYP)
Stream Width: �10ft \
TEMPORARY STREAM \ Im act Length: 15ft \ \ \
p g SEE DETAIL 3, SHEET 26 \ \ /
CROSSING (TYP) \ � \ \ \ �' PROP MH - (35)
J 1 11 SEE DETAIL 1, SHEET 26 PROP MH - (34) - \ \ \ \ \ -� STA 94+60.78
S\ 90+11.74o
EX MH - 219623 \\\\� \ \ \ / / '3'+ 00 \ 92+00 - �+ o--- - - -
SS _ �^ \ z \ / 229 LF 30
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0 -4 / _ _ - PROP MH - (33) _ / \ / �� / - - _ -
SS _ STA89+41.16 /J ' // \-' / \ // / / // / \/ G
�m _ - _ _ - - _ - SILT FENCE TYP _ -
0o j / _ Impact Number: S16 (T) (TYP)
+'- - - �_ - T - / / / / / / - - Impact Type: De -watering, Open SEE DETAIL 1, SHEET 25 \ \ / / // / 10' VEGETATED BUFFER'
CD
- / / / / / / / / /' - - Cut and Impervious Dike REMOVE AND REPLACE AS / / -
o _ _ -- // / // // p ----- / _ / -r
Stream Type: Perennial NEEDED FOR CROSSING J
J^I / // // / // /' / �// // Stream Width:-5ft _------- / '
Impact Length:54ft
/ PROP MH-(32)
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_ERNA- RRA,TRER-
// // //// J l / / / / / S �— `
Know what s below.
Call before you dig.
I
EXISTING SANITARY SEWER EASEMENT
PROPOSED SANITARY SEWER EASEMENT
PROPOSED TEMPORARY CONSTRUCTION EASEMENT
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
��111111f11/1
\A CAR
❑27599 -
: ry
1-
A j 15
t.s.L
CHARLOTTE CHARLOTTE WATER
WjjTER CHARLOTTE, NORTH CAROLINA
CMP-40-19-013 ????
Job No. File No.
Scales
PLAN 1 "=40'
PROFILE
H o r. 1 "= 40'
Vert. 1 "=4'
UPPER MCA L PI NE CREEK
SANITARY SEWER INTERCEPTOR PROJECT
EROSION CONTROL PLAN 5
STA 75+00 TO STA 95+00
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS. No. Date By
CES MAS
JRP I MAS
Revision I Surveyed By I Designed By I Drawn By I Project-Engr I Approved By
Sheet Of
Date"-
19 X X
A CITY OF CHARLOTTE DEPARTMENT

PID 10938101 PID# 10 0115 - \ \\ \\ l\ \\ 1 I
I�
/ _ _ r
-NANCY D. / RUFF cPHERS
TON'ZFKINS & IL McPHER N
DB 343 PG 529 / /DB914 PG 4
33 /� 34 / PROP MH-(38)TREE
PROTECTION STA 103+7�
SEE DETTAIL 3T SHEET \ \ I //
SS
—,
PTD( 10938103 \
\ \ \ -z r \ EXMH-178205
\�CEN CAMP'O,��
EAL �\ - __---� \\ -
DB'S72 PG 284-----_------sue' _
RIPRAPCHANNEL (TYP)
\ \ REMOVE AND REPLACE AS
NEEDED FOR CROSSING
PROP MH-(36) 1010-,I ( 1
STA 96+89.51
-o - - - - - - - - \ _ - ��- ' �� S J940 I /� \ \ III 35 \ I OI ��
+ rn - - -0„ S \ ,� _ V \ \ SILT FENCE (TYP) I\ I O I \ `
�i 00� \ - - - - - / \ \ \ 98+OO�Q�282 L �� S / \ - _ \ \ \ _ ` SEE DETAIL 1/ SHEET 25 \ III'; I #
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CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS. No. Date By
Know what's below.
Call before you dig.
Revision
EXISTING SANITARY SEWER EASEMENT
PROPOSED SANITARY SEWER EASEMENT
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440 S. Church St., Suite 1000Charlotte,
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027599
1L
NC
04.338.E 00 28202-2075
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CHARLOTTE
CHARLOTTE WATER
W TER
CHARLOTTE,
NORTH
CAROLINA
CMP-40-19-013 ????
Job No. File
No.
UPPER MCALPINE
CREEK
Scales
PLAN 1"=40'
SANITARY SEWER INTERCEPTOR PROJECT
PROFILE
H o r. 1 "=
40'
1"=4'
EROSION CONTROL
PLAN 6
Vert.
STA 95+00 TO STA
117+41.27
As Built Date
Sheet
Of
CES
MAS
JRP
MAS
2/26/20
20
XX
Surveyed By
Designed
By
Drawn By
Project-Engr
Approved
By
Date
A CITY OF CHARLOTTE DEPARTMEN

NON PRESSURE
TYPE FRAME AND COVER
UNLESS SPECIFIED
OTHERWISE ON DRAWINGS
SECTION
ATTACH FRAME TO CONE WITH —
FOUR SS ANCHOR BOLTS
X
7"
MINA
' O.C.
AL SEAL
. BURIED JOINTS —
STRAIGHT WALL OF
VAANHOLE TO BE
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INVERT
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MIN
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6" MIN Q
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2" FALL o >
me LVA I 104
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WEIGHT - 150 LB. MIN., 0% MINUS TOLERANCE
WEIGHT - 145 LB. MIN., 0% MINUS TOLERANCE
U
NOTES:
LOAD RATING - HEAVY DUTY
USE WITH TYPE A, B, OR C FRAME
o
MATERIAL - ASTM A48 - CLASS 35 GRAY IRON
COVER SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.
'5I
a
COATING - UNDIPPED
COVER SHALL NOT BE OUT OF ROUND.
TYPE 2 MANHOLE COVER
NOT TO SCALE
1/4'
CQPGLMD? PMrPRAPAfNE PCAS77C
1/2" GRADE 60 STEEL REINFORCEMENT
NOTE
THIS STEP TO BE DRIVEN
TAPERED HOLES IN PRECA.
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USE AS A GROUTED-lN S]«.
SEC77 N A -A
4
A.
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AA
a
1000 LB. PULL OUT 7EST REPORT
REQUIRED ON EACH STEP.
CHARLOTTE—MECKLENBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE. NORTH CAROLINA
Job
N0. "o. STANDARD DETAIL
S`a"
PLAIN NTS
SEWER
PLASTIC STEP CORED HOLE
pert.
DRIVEN IN PLACE
As Built D.f.
sn..: Of
la No. Dote BY RoAtion Surveyed ey Designed By Dro Y Project—Engr Approve BY to 14
July 27, 1995 XV-70 Sewer Specifications/Details (SD)
MANHOLE PLASTIC STEP r
NOT TO SCALE
A
TRENCH 1211
WALL (TYP)if
6" MIN INTO UNDISTURBED
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UNDERNEATH PIPE
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SEWER MAIN
STABILIZATION STONE (TYP)
CONCRETE ANTI -SEEPAGE COLLAR A
(CLASS "B" CONCRETE)
PLAN
TRENCH
WIDTH
SEWER
MAI N
18" MIN I 6" MIN INTO
STABILIZATION I UNDISTURBED
STONE I ® I EARTH ON BOTH
SIDES AND
UNDERNEATH PIPE
12" MIN
L----------J 6" MIN
SECTION A —A
I ANTI -SEEPAGE COLLAR
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=
U
NOTES:
LOAD RATING - HEAVY DUTY
USE WITH TYPE A, B, OR C FRAME
W
0
MATERIAL - ASTM A48 - CLASS 35 GRAY IRON
COVER SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.
� I a
COATING - UNDIPPED
COVER SHALL NOT BE OUT OF ROUND.
u
TYPE 3 MANHOLE COVER
NOT TO SCALE
Know what's below.
Call before you dig.
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
A CITY OF CHARLOTTE DEPARTMEN

REVEGETATE ALL AREAS
DISTURBED BY CONSTRUCTION
/-6" TOPSOIL (MIN)
*=
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ZONE 3
BACKFILL
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PIPE
-- -- �—
i
— BEDDING AND
ZONE 1 BACKFILL
(—
OUTSIDE DIAMETER
OF PIPE (OD)
OD + 36"(MIN)
NOTES:
1. ZONE 1 BEDDING AND BACKFILL: NO. 67 (OR NO. 57) STONE PER ASTM C33
COMPACTED TO 95%.
2. ZONE 2 BACKFILL: IN GRASSED AREAS, SUITABLE SOIL, MAXIMUM PARTICLE SIZE IS
1.5-INCH, COMPACTED TO 95%. IN PAVED AREAS USE NO. 67 (OR NO. 57) STONE
PER ASTM C33 COMPACTED TO 95%.
3. ZONE 3 BACKFILL: IN GRASSED AREA, SUITABLE SOIL, MAXIMUM PARTICLE SIZE IS
3-INCHES, COMPACTED TO 90%. IN PAVED AREAS USE ABC STONE PER ASTM C33 UP
TO THE BOTTOM OF THE ASPHALT OR CONCRETE LAYER, COMPACTED TO 95%.
4. FOR PVC PIPE, ZONE 1 BACKFILL SHALL EXTEND FROM 6-INCHES BELOW PIPE
BOTTOM UP TO PIPE CENTERLINE.
5. FOR DIP PIPE, ZONE 1 SHALL EXTEND FROM 4-INCHES BELOW PIPE BOTTOM UP TO
PIPE INVERT, FOR BURY DEPTHS UP TO 14-FEET. ZONE 1 SHALL EXTEND UP TO
PIPE CENTERLINE FOR BURY DEPTHS GREATER THAN 14-FEET.
TYPICAL PIPE EMBEDMENT
NOT TO SCALE
IPE
BENCH STABILIZATION
FONE WRAPPED IN
OTEXTILE FABRIC
NOTES:
1. TRENCH STABILIZATION REQUIRED FOR WET OR
SOFT AREAS AS DETERMINED BY THE ENGINEER.
2. DEPTH OF STONE SHALL BE 18" MINIMUM, OR
AS DETERMINED BY THE ENGINEER.
TRENCH STABILIZATION
NOT TO SCALE
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TRIBUTARY #6
-MCALPINE CREEK STREAM
TRIBUTARY #6 /
EXISTING 8" 700
EXISTING 8" GRAVITY SEWER
IE 691.6
GRAVITY SEWER I +/-
I
690 01°�° 50) 690
(DIP, EP LINED, P 690 ROVIDE EXISTIN "' " ANITARY SEWER
690
B EXISTING 8" S ITARY SEWEF ANTI -SEEPAGE
� COLLAR
0+00 0+50 1+00 1+50 2+00 2+50
PIPE REPLACEMENT PROFILES
SCALE AS NOTED
I U CONSTRUCT
107 LF, 8" @ 1'00% DROP INLET
(DIP, EPDXY LINED, PC 350)
I 690
0+00 0+50 1+00 1+50
SHOULDER
PAVEMENT
i
12'-0" MAXIMUM 3'-6" MIN.
2' MIN. BETWEEN SPACERS 2' MIN.
CARRIER PIPE
CASING SPACERS SHALL BE
SPACED A MAXIMUM OF 1'-6"
FROM EACH SIDE OF JOINT
CASING END PLUGS
THREE CASING SPACERS
PER PIPE JOINT AS REQUIRED
TO MEET MAXIMUM SPACING
DITCH
5-0" BEYOND
TOE OF SLOPE
1'-6" (MAX)
6" (MIN)
PLUG
STEEL CASING
PIPE
1. CASING SHALL BE PLUGGED ON BOTH ENDS BEFORE BACKFILLING. PLUGS SHALL CONSIST OF MINIMUM
OF 1 LINEAR FOOT OF LOW STRENGTH GROUT (1,500 PSI MIN).
2. PROVIDE SIX-1/2" DIAMETER WEEP HOLES ON DOWNSLOPE SIDE OF CASING.
TYPICAL PIPE CROSSING
NOT TO SCALE
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GRAVITY 3EWER
IE 699.6 +
700
ITARY SEWER
CONSTRUCT
DROP INLET
PROVIDE
ANTI -SEEPAGE -
COLLAR
1+00
L. ' e
Know what's below.
Call before you dig.
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
A CITY OF CHARLOTTE DEPARTMENT

om
DETAIL B
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DETAIL A BEGIN
EXIT RAMPS
ROAD
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ROAD WORK gB9X24" SP-11299
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MAIN ROADWAY WORK ZONE
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NOTE: SIGN NOT REQUIRED IF ADVANCE WARNING
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Z ~ j
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GENERAL NOTES
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1- USE FLUORESCENT ORANGE SHEETING (TYPE VII OR HIGHER) ON ALL ADVANCED WORK ZONE SIGNS.
CD IL
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CONSTRUCTION LIMITS
Z
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2- DO NOT INSTALL ADVANCE WARNING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINNING OF WORK UNLESS
IF LIMITS ARE NEAR RAMP
TERMINAL SIGNS
N Z
m > N
COVERED.
TERMINAL
BE PLACED NEAR TERMINAL
,A
Q N Y/
Z
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D
0
3- SIGNS SHOWN ARE REQUIRED FOR WORK ZONES THAT WILL REMAIN IN EFFECT OVERNIGHT. FOR
WORK
0 IIX
1"1 Z
SHORT-TERM DAILY MAINTENANCE TYPE OPERATIONS, THIS SIGNING APPLICATION IS OPTIONAL; MAYFAD
W20-1
vi
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USE ONLY APPLICABLE ROADWAY STANDARD DRAWINGS INSTEAD. HOWEVER, IF THIS SIGNING
4B'X4B^
cIi D
APPLICATION IS USED, SIGNS MAY BE PORTABLE MOUNTED.
CC N
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4- ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE, FIELD ADJUST AS NECESSARY OR AS DIRECTED.
(� Z
5- USE 3LB STEEL U-CHANNEL POST OR 4" X 4" WOOD POST FOR ALL WORK ZONE SIGNS. 3LB STEEL
z
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U-CHANNEL POSTS MUST MEET THE REQUIREMENTS OF STANDARD SPECIFICATION SECTION 1094 1(B),
DETAI L D
-Y- LINES
N a Fi
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MAY BE GALVANIZED STEEL, OR MAY BE PAINTED GREEN BY THE POST MANUFACTURER. SQUARE STEEL
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MAIN ROADWAY
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ACCEPTABLE FOR USE. ERECT SIGNS PER ROADWAY STANDARD DRAWING 1110.01. PAYMENT FOR WOOD
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ROAD
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POSTS, 3LB STEEL U-CHANNEL AND SQUARE STEEL TUBING POSTS WITH SIGNS WILL BE MADE
ACCORDING TO STANDARD SPECIFICATION "WORK ZONE SIGNS" SECTION 1110.
eo +ii 1i1 AHEAD
a
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48'X24" WORK W20-i
48"X48
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5- WHEN NECESSARY, USE SPLICING IN ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1110.01.
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- i i
Y.
O
FACILITIES WHERE CONDITIONS LIMIT THE USE OF DUAL MOUNTED SIGNS AS DETERMINED BY THE
1�+ �� 600'
IIM
ENGINEER.
I �D
G20-2a
Q
ROAD ROAD WORK
WORK CONSTRUCTION 48'X24"
LEGEND
FSTATIONARY SIGN
+DIRECTION OF TRAFFIC FLO
A"EAD W20-1 LIMITS
48"X4B°
DUAL MOUNT SIGNS ON DIVIDED HIGHWAYS AND
INCREASE SIGN SPACING TO 1000'
HEET 2 OF 3
SHEET 2 OF 3
1101.01
1101.01
pm
v�
SHOULDER CLOSURE ON CONTROLLED ACCESS FACILITIES - >_ 60 MPH
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GENERAL NOTES
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1- PLACE SHOULDER CLOSURE SIGNS ON THE SAME SIDE AS THE SHOULDER THAT IS CLOSED.
2- PLACE DRUMS IN THE SHOULDER TAPER AT THE MAXIMUM SPACING EQUAL IN FEET TO THE POSTED
SPEED LIMIT. THE MAXIMUM SPACING OF DRUMS ALONG THE WORK AREA IS EQUAL IN FEET TO
2 TIMES THE POSTED SPEED LIMIT.
LEGEND
3- USE STATIONARY SIGNS FOR LONG TERM OPERATIONS (LONGER THAN 3 DAYS).
• DRUM
4- REFER TO STD. 1101.11 FOR "L" DISTANCE AND SIGN SPACING.
p STATIONARY OR PORTABLE SIGN
'� DIRECTION OF TRAFFIC FLOW
HEET 1 OF 1
SHEET 1 OF 1
11101 04
11101
■
5- THE TWO-LANE, TWO-WAY DRAWING MAY BE APPLIED TO UNDIVIDED, MULTI -LANE FACILITIES.
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DESIGN
SPEED
(MPH)
MINIMUM SIGHT DISTANCE
MINIMUM
LONGITUDINAL
BUFFER SPACE
(FEET)
STOPPING SLGHT DISTANCE
(FEET)
PASSING SIGHT DISTANCE
(FEET)
30
200
1090
85
35
250
1280
120
40
305
1470
155
45
360
1625
195
50
425
1835
240
55
495
1985
290
60
570
2135
345
65
645
2285
405
70
730
2480
470
75
820
2580
540
SO
910
2860
615
GENERAL NOTES
1- TABLES ARE BASED ON THE AASHTO GREEN BOOK "A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND
STREETS" AND THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". MINIMUM SIGHT DISTANCE
VALUES ARE FOR PASSENGER CAR VEHICLES ON WET AND LEVEL ROADWAYS. CONSULT THE AASHTO
GREEN BOOK TO MAKE FINAL DETERMINATION OF STOPPING SIGHT DISTANCE REQUIREMENTS.
2- BUFFER SPACE TABLE IS BASED ON THE BRAKING DISTANCE PORTION OF STOPPING SIGHT DISTANCE
FOR WET AND LEVEL PAVEMENTS.
3- USE OF STOPPING SIGHT DISTANCE IN TRAFFIC CONTROL PLAN APPLICATIONS INCLUDES PROVIDING
SIGHT DISTANCE FOR TRAFFIC APPROACHING A LANE CLOSURE. PROVIDE 2-LANE, 2-WAY ROADWAYS
STOPPING SIGHT DISTANCE TO THE FLAGGER. FOR LANE CLOSURES ON MULTILANE ROADWAYS PROVIDE
STOPPING SIGHT DISTANCE TO THE BEGINNING OF THE LANE CLOSURE MERGE TAPER, OR FLASHING
ARROW BOARD. EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE
IS PROVIDED.
4- USE OF MINIMUM PASSING SIGHT DISTANCE TABLE IN TRAFFIC CONTROL PLAN APPLICATIONS
INCLUDES PROVIDING SIGHT DISTANCE REQUIREMENTS FOR PLACEMENT OF PAVEMENT MARKING
PASSING/NO-PASSING ZONES FOR 2-LANE, 2-WAY ROADWAYS.
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11� 01.01
TWO-WAY UNDIVIDED (L-LINES)
END
ROAD WORK 020-2a WOR%
48"x24" W20-1
48"%4B"
RECOMMENDED
POSTED SPEED LIMIT
MINIMUM
(MPH)
SIGN SPACING
< 50
600,
55
1000'
ROADWAYS INTERSECTING ALONG 2 WAY UNDIVIDED WORK ZONE (Y-LINES)
MAIN ROADWAY WORK ZONE
OAD
WORK
020-29 H
W20-,
48"X24" 4B"X48"ro.1 -Y- LINE
Rwo °wax Gro-za
48"X24"
W20-1 Lq LIMITS
4B"X4B"
GENERAL NOTES
1- USE FLUORESCENT ORANGE SHEETING (TYPE VII OR HIGHER) ON ALL ADVANCED WORK ZONE SIGNS.
2- DO NOT INSTALL ADVANCE WARNING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINNING OF WORK,
UNLESS COVERED.
3- SIGNS SHOWN ARE REQUIRED FOR WORK ZONES THAT WILL REMAIN IN EFFECT OVERNIGHT. FOR
SHORT-TERM DAILY MAINTENANCE TYPE OPERATIONS, THIS SIGNING APPLICATION IS OPTIONAL; MAY
USE ONLY APPLICABLE ROADWAY STANDARD DRAWINGS INSTEAD. HOWEVER, IF THIS SIGNING
APPLICATION IS USED, SIGNS MAY BE PORTABLE MOUNTED.
4- ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE, FIELD ADJUST AS NECESSARY OR AS DIRECTED.
5- USE 3LB STEEL U-CHANNEL POST OR 4" X 4" WOOD POST FOR ALL WORK ZONE SIGNS. 3LB STEEL
U-CHANNEL POSTS MUST MEET THE REQUIREMENTS OF STANDARD SPECIFICATION SECTION 1094-1(B),
MAY BE GALVANIZED STEEL, OR MAY BE PAINTED GREEN BY THE POST MANUFACTURER. SQUARE STEEL
TUBING POSTS HAVING EQUIVALENT STRENGTH OF THE 3 LB STEEL U-CHANNEL POST ARE ALSO
ACCEPTABLE FOR USE. ERECT SIGNS PER ROADWAY STANDARD DRAWING 1110.01. PAYMENT FOR WOOD
POSTS, 3LB STEEL U-CHANNEL AND SQUARE STEEL TUBING POSTS WITH SIGNS WILL BE MADE
ACCORDING TO STANDARD SPECIFICATION "WORK ZONE SIGNS" SECTION 1110.
6- WHEN NECESSARY, USE SPLICING IN ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1110.01.
7- DO NOT BACK BRACE SIGN SUPPORTS.
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F STATIONARY SIGN SHEET 3 OF 3
DIRECTION OF TRAFFIC FLOW 1101.01
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CRASH CUSHION IS REQUIRED WHEN
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ENTRANCE
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RIGHT LANE CLOSURES MAY BE USED
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14-12 A
48" % 48"
HAUL ROADS FOR BE
C2-LANE.
2-WAY ROADS TRUCK
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ENTRANCE
2 - LANE , 2 - WAY ROADWAYS PREPARED TRUCK
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BOTH APPROACH DIRECTIONSUj
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WHEN DIRECTED BY THE ENGINEER, TRAFFIC MAY BE STOPPED
TO ALLOW WORK VEHICLE ACCESS. USE THE SAME SIGNING
USE TYPE III BARRICADES WHEN
HAUL ROAD IS NOT BEING USED
FDR HAUL ROADS AS SHOWN IN THE ADJACENT DETAIL.
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GENERAL NOTES
N
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1- MOUNT SIGNS ON BOTH LEFT AND RIGHT SIDES ON DIVIDED ROADWAYS. SIGNS ARE REQUIRED 6- WHEN NOT SPECIFIED IN THE PLANS OR BY THE ENGINEER, PAYMENT FOR CONVENIENCE WILL NOT
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ONLY ON THE RIGHT SIDE OF THE ROADWAY FOR UNDIVIDED ROADWAYS. BE MADE FOR FLAGGERS.
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2- PROVIDE MINIMUM STOPPING SIGHT DISTANCE FOR EACH FLAGGER LOCATION.
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3- REFER TO STD. 1101.11 SHEETS 2 & 4 FOR STOPPING SIGHT DISTANCE AND SIGN SPACING. LEGEND
3
■ M PORTABLE CONCRETE BARRIER
4- UPON COMPLETION OF EACH HAULING OPERATION, REPAIR, SWEEP, AND RESTORE THE ROADWAY �nr TEMPORARY CRASH CUSHION
TO BE SAFELY TRAVERSABLE AT NORMAL OPERATING SPEEDS. • DRUM
5- "BUMP" SIGNS (W3-1) ARE REQUIRED ONLY IF A BUMP OVER THE ROADWAY EXISTS AS A RESULT STATIONARY SIGN
OF IMPLEMENTING THE HAUL ROAD. USE FLAGGERS AT ALL TIMES TO STOP TRAFFIC WHEN BUMPS la PORTABLE SIGN
ARE LOCATED ACROSS THE ROADWAY. CONSTRUCT BUMPS TO PROVIDE A SMOOTH TRANSITION FOR @-A FLAGGER
TRAFFIC CROSSING THEM. REMOVE BUMPS PRIOR TO ALLOWING TRAFFIC TO RESUME NORMAL DIRECTION OF TRAFFIC FLOW
OPERATING SPEEDS.
HEET 1 OF 1
SHEET 1 OF 1
11101 .05
1 1 0 1■ 0 5
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TEMPORARY BARRIER
FLARE RATES
POSTED
SPEED
LIMIT
(MPH)
ANCHORED
(A: B)
UNANCHORED
(A: 0)
< 30
6 1
7 1
35
9 1
8 1
40
10 1
8 1
45
12 1
10 1
50
14 1
11 1
55
18 1
12 1
60
18 1
14 1
85
19 1
15 1
70
20 1
15 1
F op
''P- 00 �(�E( B
00
MEN MEN MEN Won Won Won Won Won Won Won Won Won
TEMPORARY BARRIER PARALLEL TO TRAVEL LANE
LENGTH OF FLARE
GENERAL NOTES
1- REFER TO 2002 ROADSIDE DESIGN GUIDE.
2- A BARRIER IS CONSIDERED FLARED WHEN IT IS NOT PARALLEL TO THE EDGE OF THE TRAVELWAY.
3- THE PRIMARY USE OF BARRIERS ARE FOR WORK AREA PROTECTION. WHEN SERVING THE ADDITIONAL
FUNCTION OF A CHANNELIZING DEVICE, SUCH AS WHEN SHIFTING TRAFFIC, BARRIER TAPERS SHALL
MEET STANDARD CHANNELIZING TAPER LENGTHS AS SHOWN ON STD. 1101.11 SHEET 1.
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BE HE LAN
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W20-7a TO STOP
AHFAD W20-4
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TRAFFIC
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50' TAPER BUFFER
MAX. 50'-100' SPACE
NE LAN PREPARED BE •
BUFFER TAPER
SPACE 100'
R ❑
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ROAD TO STOP
AHEAD
W20-4 W3-4 W2o-7a
48" % 48" 48" X 4B" 48" X 48"
INSET FOR 2 LANE ROADWAYS
ro
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WITH 2-WAY TURN
LANE
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ALL OTHER DEVICES ARE THE
SAME AS ABOVE
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CENTER LANE
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GENERAL NOTES FOR FLAGGER OPERATIONS
GENERAL NOTES FOR PILOT
CAR OPERATIONS
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1-
REFER TO STD. 1101.11 SHEET 4 FOR SIGN SPACING. 1-
USE PILOT CARS WHEN DIRECTED BY THE ENGINEER.
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2-
INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE 2-
UPSTREAM SIDE OF TRAFFIC.
IF ROADWAY WIDTH IS LESS THAN 22 FEET (EDP TO
ALONG WORK AREA AND AT THE DISCRETION OF THE
EDP CONES MAY NOT BE REQUIRED
ENGINEER, CONES MAY BE OMITTED ALONG
cn QZ
THE WORK AREA I� USING A PILOT CAR.
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3-
REMOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
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DOWNSTREAM SIDE OF TRAFFIC. 3-
CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND
DOWNSTREAM TAPERS.
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4-
PLACE CONES THRU THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES 4-
MOUNT SIGN G20.4 "PILOT CAR FOLLOW ME" AT A CONSPICUOUS POSITION ON THE REAR OF
N
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THE POSTED SPEED LIMIT.
THE PILOT VEHICLE.
C7
C7 m O
5-
EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS 5-
DO NOT INSTALL MORE THAN ONE (1l MILE OF LANE
CLOSURE, MEASURED FROM THE BEGINNING
z W W
ON
PROVIDED TO THE FLAGGER (REFER TO STD. 1101.11 SHEET 2).
OF THE MERGE TAPER TO THE END OF THE LANE CLOSURE.
W Q
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6-
DO NOT STOP TRAFFIC IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TIME. 6-
ADVISE RESIDENTS AND BUSINESSES WITHIN THE LANE CLOSURE LIMITS ABOUT METHODS OF
J
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SAFE EGRESS AND INGRESS FROM DRIVEWAYS DURING
FLAGGING AND PILOT CAR OPERATIONS.
1
v
7-
DRUMS OR SKINNY -DRUMS MAY BE USED IN LIEU OF CONES. REFER TO ROADWAY STANDARD
N
DRAWING 1180.01 FOR SKINNY -DRUM REQUIREMENTS.
8-
USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE.
LEGEND
SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS (W20-7a)
PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAGGER. FOR SIGNALIZED
f FLAGGER
INTERSECTIONS PLACE SIGNALS IN THE FLASH MODE AND RECOMMEND THE USE OF LAW
ENFORCEMENT.
CONE
9-
10-
REFER TO 2009 MUTCD, CHAPTER 6, FOR FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES.
DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR
IQ PORTABLE SIGN
DIRECTION OF TRAFFIC FLOW
HEET 1 OF 15
SHEET 1 OF 15
1101.02
AS DIRECTED BY THE ENGINEER.
1101.02
'n m
r -n m
1" 1
v cD
M H ~
C cn =
m z O�
0 z
m D
D Oz
v
m v r v
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EXAMPLE OF "LM' & "W" DESIGNATIONS
SHLD.
y y
Ole 0
RRR► • 0 w
SHLD.
L
TAPER LENGTH CRITERIA FOR
CHANNELIZING DEVICES IN WORK ZONES
TYPES OF TAPERS
TAPER LENGTH
UPSTREAM TAPER
MERGING TAPER ..............................................
L MINIMUM
SHIFTING TAPER .............................................
14 L MINIMUM
SHOULDER TAPER .............................................
1, L MINIMUM
TWO-WAY TRAFFIC TAPER ......................................
60 - 100 FEET MAXIMUM
DOWNSTREAM TAPER
100 FEET MAXIMUM
QUICK REFERENCE - "L" DISTANCE TABLE
MINIMUM LONGITUDINAL DISTANCE "L" (FEET)
(ROUNDED VALUES)
POSTED
SPEED
LATERAL WIDTH "W" (FEET)
"
(MSPH)
1
F2
3
4
5
6
7
8
9
10
11
12
20
10
15
20
30
35
40
50
55
60
70
75
60
25
15
25
35
45
55
65
75
85
95
105
115
125
30
15
30
45
60
75
90
105
120
135
150
165
180
35
25
45
65
85
105
125
145
165
185
205
225
245
40
30
55
80
110
135
160
190
215
240
270
295
320
45
45
90
135
160
225
270
315
360
405
450
495
540
50
50
100
150
200
250
300
350
400
450
500
550
600
55
55
110
165
220
275
330
385
440
495
550
605
660
60
60
120
160
240
300
360
420
460
540
600
660
720
85
65
130
195
260
325
390
455
520
585
650
715
780
70
70
140
210
280
350
420
490
560
630
700
770
640
GENERAL NOTES
1- TABLE FOR "L" DISTANCE IS BASED ON CHANNELIZATION TAPER FORMULA FROM THE M.U.T.C.D.
WHERE:
SPEED LIMIT FORMULA
40 MPH OR LESS LMIN W x S2
60
45 MPH OR GREATER LMIN W x S
L = MINIMUM TAPER LENGTH IN FEET (LONGITUDINAL DISTANCE)
W = WIDTH OF OFFSET IN FEET (LATERAL DISTANCE)
S = POSTED SPEED LIMIT, OR OFF-PEAK 85 PERCENTILE SPEED IN MPH PRIOR TO WORK STARTING,
OR THE ANTICIPATED OPERATING SPEED IN MPH
2- "L" DISTANCE IS FOR APPLICATION WITH CHANNELIZING DEVICE AND PAVEMENT MARKING TAPERS
AND TRANSITIONS. CHANNELIZING DEVICES INCLUDE DRUMS, CONES, TUBULAR MARKERS,
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HEET 4 OF 4
SHEET 4 OF 4
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ONE ANOTHER.
3- ALL PORTABLE WORK ZONE SIGNS AND STANDS MUST BE LISTED ON THE DEPARTMENT'S APPROVED
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SIGN AT THE EDGE OF THE SHOULDER BREAK (6 FT. MINIMUM CLEARANCE, 12 FT. DESIRABLE, FROM THE EDGE OF
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OF THE TRAVEL LANE ON ROADS WITH 2 OR MORE LANES AND AT LEAST 5 FT. ON OTHER ROUTES. THE VERTICAL
CLEARANCE IS 7 FT. WHERE REQUIRED FOR PEDESTRIAN TRAFFIC AND/OR PARKED VEHICLES.
3. THE VERTICAL DIMENSION BETWEEN MOUNTING HOLE CENTERS ON ALL TYPES "D", "E", AND "F" SIGNS IS
30" MAXIMUM. THE VERTICAL AND HORIZONTAL DIMENSIONS BETWEEN MOUNTING HOLES IS TO THE
WHOLE INCH. EACH SIGN PANEL HAS A MINIMUM OF 2 BOLTS PER SUPPORT.
4. ATTACH SIGN W/ %s" HEX HEAD BOLT, NYLON WASHER, SHIM, FLAT WASHER, LOCK WASHER, HEX .NUT
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5. FURNISH AND INSTALL CROSS -BRACING AS SHOWN IN DETAIL. PAINT ENDS OF CROSS BRACES W/ APPROVED. ZINC PAINT
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3- USE TYPE 3 OR HIGHER HIGH INTENSITY PRISMATIC SHEETING.
4- SEE THE DEPARTMENT'S APPROVED PRODUCT LIST
AT https://apps.dot.state.nc.us/vendor/approvedproducts.
HEET 1 OF 1 SHEET 1 OF 1
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STD. 1101.11
SHEET 2).
4- ILLUMINATE FLAGGER STATIONS DURING NIGHT OPERATIONS.
5- FOLLOW FLAGGER QUALIFICATIONS AND METHODS OF HAND -SIGNALING PROCEDURES IN ACCORDANCE
WITH PART YI OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
6- ALL FLAGGERS MUST BE CERTIFIED BY AN NCDOT APPROVED SOURCE.
HEET 1 OF 1
SHEET 1 OF 1
1150.01
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CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
A CITY OF CHARLOTTE DEPARTMENT

6' MAX.
MIA
WOVEN FILTER FABRIC
O
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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.
3. TURN SILT FENCE UP SLOPE AT ENDS.
4. 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.
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
STEEL POST
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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 APPROX. 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.
STEEL POST
WIRE FENCING
(IF APPLICABLE)
WOVEN FILTER
4' MAX.
WASHED STONE HARDWARE CLOTH
(NCDOT #5 OR #57)� BETWEEN POSTS
AND COVERED BY
STONE
GENERAL NOTES:
1. SEDIMENT FILTER OUTLET AND HARDWARE CLOTH SHALL BE 16 INCHES HIGH BUT NO
TALLER THAN 18 INCHES.
2. HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS SECURELY USING
APPROPRIATE ANCHORS. HARDWARE CLOTH SHALL BE KEYED IN A MINIMUM OF 12 INCHES
IN LENGTH AND BACKFILLED PROPERLY AS SHOWN IN ABOVE DETAIL. HARDWARE CLOTH TO
BE SAME AS STD. #30.09 (19 GAUGE, 1/4" SPACING).
3. POSTS SHALL BE NO MORE THAN 4 FEET APART.
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE
DIRECTION OF THE INSPECTOR.
STEEL POST
HARDWARE CLOTH
WASHED STONE
(NCDOT #5 OR #57)
r
FLOW
ANCHOR SKIRT;
EXCAVATE TRENCH
AND COMPACT
BACKFILL
MAINTENANCE NOTES:
1. FILTER OUTLETS 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. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED
OR REMOVED IT.
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 OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
GRADE, PREPARED AND SEEDED.
NOT TO SCALE
CITY OF CHARLOTTE CITY OF CHARLOTTE SILT FENCE
LAND DEVELOPMENT STANDARDS
TEMPORARY SILT FENCE STD. N0- REV. LAND DEVELOPMENT STANDARDS
TTE- INCLUDES CHARLOTTE ETJ 30.06A 15 CHARLOTTE. INCLUDES CHARLOTTE ETJ OUTLET
TEMPORARY SILT FENCE
NOT TO SCALE
GENERAL NOTES:
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS.
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
DOWNSTREAM DAM (SEE DIAGRAM BELOW).
N_ MAXIMUM SPACING _B
A AND B ARE AT EQUAL ELEVATIONS
CLASS B RIP
PLAN
,'��M� '1
4' TO 6'
CROSS SECTION
TONE
IAX
NTER
NOT TO SCALE
SILT FENCE OUTLET
NOT TO SCALE
NOT TO SCALE
30.06C115
NOTES:
1. A STABILIZED ENTRANCE PAD OF 2-3" OF WASHED STONE AND/OR RAILROAD BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO
A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. ANY AGGREGATE TRACKED INTO THE ROADWAY MUST BE
SWEPT BACK ONSITE ON A NIGHTLY BASIS.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA
STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE, OR ON ANY
STREET WITH AN EXISTING SIDEWALK TO REMAIN OPEN DURING CONSTRUCTION.
7. FOLLOW WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) FOR SIDEWALK CLOSURE OR DETOUR/DIVERSION.
EXISTING GROUND I -III -III SOIL STABILIZATION FABRIC
UNDER 2-3" OF WASHED STONE
Z_
00
PUBLIC STREET
w
w
N
U
J
m
D
0_
EX. CONC.
DRIVEWAY APRON
WITH SIDEWALK AT
BACK OF CURB
(IF RETAINED DURING
CONSTRUCTION.)
NOT TO SCALE
• CITY OF CHARLOTTE CITY OF �% LAND DEVELOPMENT CHARLOTTE
STANDARDS
LAND DEVELOPMENT STANDARDS TEMPORARY ROCK CHECK DAM STD. NO. REV. STABILIZED CONSTRUCTION ENTRANCE STD. NO. I REV
CHARLOTTE_ INCLUDES CHARLOTTE ETJ �30.10A 15 CHARLOTTE.
INCLUDES CHARLOTTE ETJ 30.11 A 15
TEMPORARY ROCK CHECK DAM r3 STABILIZED CONSTRUCTION ENTRANCE r4
NOT TO SCALE k 7 NOT TO SCALE
Know what's below.
Call before you dig.
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
A CITY OF CHARLOTTE DEPARTMENT

NOTES:
/_ SURFACE FLOW DIVERSION
STREAM
SURFACE FLOW DIVERSION
PIPE LOCATION
PIPE SIZE (IN)
NO. BARRELS
LENGTH (FT)
INVERT IN
INVERT OUT
SLOPE
MATERIAL
MH-16 to MH-16A (lower)
48
3
8
689.40
689.25
1.88
CONCRETE
MH-16 to MH-16A (upper)
36
4
8
690.40
690.30
1.25
CONCRETE
MH-17 to MH-17A
48
4
8
691.40
691.30
1.25
CONCRETE
MH-20 to MH-20A
48
3
8
697.15
697.05
1.25
CONCRETE
MH-24 to MH-25
48
1
8
704.70
704.60
1.25
CONCRETE
MH-26 to MH-26A
48
3
8
706.64
706.60
0.50
CONCRETE
MH-29 to MH-30
36
1
8
715.05
714.70
4.37
CONCRETE
MH-33 to MH-34
48
1
8
723.00
722.90
1.25
CONCRETE
1. REMOVE THE STRUCTURE WHEN NO
LONGER NEEDED. (NOT TO EXCEED 1
YEAR).
2. AS A MINIMUM, DESIGN THE
STRUCTURE TO PASS 2 YEAR PEAK
FLOW WITHOUT OVERTOPPING.
3. ENSURE THAT DESIGN FLOW VELOCITY
AT THE OUTLET OF THE CROSSING
STRUCTURE IS NON -EROSIVE FOR THE
RECEIVING STREAM CHANNEL.
4. ADDITIONAL MEASURES MAY BE
REQUIRED BY THE EROSION CONTROL
COORDINATOR OR CITY ENGINEER
BASED ON SITE SPECIFIC CONDITIONS.
t
1/2 PIPE DIAMETER OR 1
WHICHEVER IS GREATER
RIP RAP
r NU1114rrm lu JILG rlrr IJGG IVV IC L)
PROVIDE PIPE SIZE, INVERTS, SLOPE AND MATERIAL
FOR EACH CROSSING.
NOT TO SCALE
ENERGY DISSIPATION
IMPERVIOUS DIKE
\ _\ FLOW
NOTE:
ANCHOR ALL PUMPS AND PIPES SECURELY
•
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
TEMPORARY STREAM CROSSING STD. N0. REV.
�
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHARLOTTE-
INCLUDES CHARLOTTE ETJ
30.14 115
CHARLOTTE_
INCLUDES CHARLOTTE ETJ
TEMPORARY STREAM CROSSING
NOT TO SCALE
NOTES:
1. BEFORE GRADING BEGINS,
FENCING SHALL BE REQUIRED, AT
A MINIMUM, AROUND ALL TREES
THAT ARE TO BE PRESERVED.
ADDITIONAL FENCING SHALL BE
REQUIRED AROUND THE CRITICAL
ROOT ZONE OF TREES ON
ADJACENT PROPERTIES OR
LOCATED IN A RIGHT-OF-WAY.
2. ALL FENCING REQUIRED BY THIS
SECTION SHALL BE MINIMUM OF
FOUR FEET HIGH OF DURABLE
CONSTRUCTION; SUCH AS WOOD
OR METAL FENCING.
3. SIGNS SHALL BE INSTALLED ON
THE PROTECTIVE FENCE VISIBLE
ON ALL SIDES OF THE FENCED -IN
AREA. THE SIZE OF EACH SIGN
MUST BE A MINIMUM OF ONE FOOT
BY 1.5 FEET AND SHALL CONTAIN
THE FOLLOWING: "TREE
PROTECTION ZONE: KEEP OUT."
4. FOR EXISTING TREES TO BE
COUNTED TOWARD REQUIRED
TREE CREDITS, THEY MUST BE
PROTECTED DURING THE ENTIRE
DEVELOPMENT PERIOD BEGINNING
PRIOR TO THE COMMENCEMENT
OF SITE WORK. ENCROACHMENT
WITHIN THE TREE PROTECTION
ZONE IS PERMITTED TO ALLOW
THE LANDSCAPE CONTRACTOR
ACCESS TO COMPLETE THE SITE
WORK.
CRITICA
FENCE LOCATION
( LIMITS OF CRITICAL ROOT ZONE)
RADIUS = 1 FT. PER INCH OF TRUNK DIAMETER
ELEVATION
PLAN
TEMPORARY TREE PROTECTION
NOT TO SCALE
;ONSTRUCTION
IARRIER FENCE
BYPASS PUMPING
NOT TO SCALE
HOOD
FLOW
PROJECT
DISCHARGE HOSE
WORK AREA
SUCTION HOSE
I� F�pW
TOP OF BANK
NOT TO SCALE
30.22A1 15
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
REMOVAL FROM
FILTER E
DUMP LC
CATCH BASIN
DEFLECTOR REQUIRED WHEN USED ON
EXISTING MAINTAINED STREETS.
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.
SECTION INSTALLATION
NOT TO SCALE
CITY OF
LAND DEVELOPMENT CHARLOTTESTANDARDSCATCH BASIN N L ET PROTECTION
STD. NO. I REV.
CHARMTTE- INCLUDES CHARLOTTE ETJ 130.15 113,
CATCH BASIN INLET PROTECTION
CTION
=ENCE NOT TO SCALE
Know what's below.
Call before you dig.
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
A CITY OF CHARLOTTE DEPARTMENT

i
15"-16"
WATTLES
TOE OF FIL
1' MIN
OVERLAP
18" WATT
18" WATTLE
2' WOODEN STAKE
ISOMETRIC VIEW
UPSLOPE
STAKE
TOP VIEW \-DOWNSLOPE STAKE
DISTURBED AREA
r4
C0(IAIT WIC\A/
-III�III III III-
/ 2"-3" TRENCH
MAINTENANCE:
1. WATTLES SHALL BE INSPECTED WEEKLY
AND AFTER EACH RUNOFF EVENT.
2. SEDIMENT DEPOSITS SHALL BE
CLEANED FROM THE WATTLES WHEN IT
REACHES HALF THE HEIGHT OF THE
LOG.
3. DAMAGED WATTLES SHALL BE
REPLACED WITHIN 24 HOURS OF
INSPECTION. A SUPPLY OF WATTLES
SHALL
BEMAINTAINED ON SITE FOR
USOM`I'_1Im'yTvn'OMINAL DIAMETER COIR FIBER (COCONUT)
WATTLE AND LENGTH OF 10 FT.
EXCAVATED A 2 TO 3 INCH TRENCH FOR WATTLE TO BE PLACED.
DO NOT PLACE WATTLES ON TOE OF SLOPE.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
CROSS SECTION.
INSTALLED A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE
SOIL.
FOR BREAKS ALONG LARGE SLOPES, USE MAXIMUM SPACING OF 25
FT.
SEE INSET A
SEDIMENT TUBE/ WATTLE
NOT TO SCALE
15'
I U V V Y1 I I L C
DOUBLE ROW WATTLE SPACING
10ET
18"
4" RIPRAP STONE
18
1 FILTER FABRIC OR
GRAVEL BEDDING
PARABOLC-SHAPED RIPRAP CHANNEL WITH STONE CENTER DRAIN
(SHAPED BY BULLDOZER)
RIPRAP CHANNEL
NOT TO SCALE
36" MIN. SPACING TYP.* /
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHARLOTTE- INCLUDES CHARLOTTE ETJ
12" MIN.
SPACING TYP.*
'/6 11
OVERLAP
IN SLICE
1FEEWATER TABLE
KEY/ANCHOR MATERIAL AT
TOP OF SLOPE.
GENERAL NOTES:
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
M ET.
3. SLOPE SURFACE SHALL BE FREE
OF ROCKS, SOIL CLODS, STICKS,
GRASS. MAT/BLANKETS SHALL
HAVE GOOD SOIL CONTACT.
4. THE DETAIL SHOWN IS FOR SLOPE
MATTING. FOR CHANNEL OR PIPE
OUTFALL MATTING SPECIFICATIONS,
PLEASE REFER TO NCESCPDM
STANDARD #6.17 AND
MANUFACTURER'S GUIDELINES.
NON -WOVEN GEOTEXTILE FILTER CLOTH
FABRIC 4' ABOVE SOURCE WATER.
KEY/ANCHOR MATERIAL TO TOE OF SLOPE.
EMBANKMENT MATTING DETAIL
EROSION CONTROL MATTING
NOT TO SCALE
NOT TO SCALE
30.201 1
Know what's below.
Call before you dig.
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
A CITY OF CHARLOTTE DEPARTMENT

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
g Y gl
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-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.
GROUND 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
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• 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
• Rolled 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 leakingvehicles 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.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
0
q YIN1W.)
0 0 art srwncT9') }�QQAA� O o 0 0 T L­,7)
DCa0 9Er EExcE I+�ND° �"(tw.) 0 0 q 0 00 0O o 0 0---�1�� 0 0 oA t
Y�Y® 6NNNN: ) �1OB� M)
I I No1ND OE\� 16'>@!' 4N SECTIXJ A -A CR 9TNiE4 1�D N. IDC�INN CEIENNNFD IN
WAlIOUr 1°OmICN/iL IDC.110N OEIEIU•En N iE1D INN tE�./ NOIWYDflACE Q6' W W) 2 1NE CDNpEIE WA911WT
z w WNtlInE YPENWT 91MM:TNE4 •INI. ITNBIgIT r 91NIDlINY3 91NL 9E YNITNNm
DE WWT1 WFN 11E YDIIID N• SOID •� IIE NOIID If•/Ufl 9qD
wTatEs Tao[ OF nc slNltanJPFs nmY. IE10E3 TaN aF THE stwtenNaa
rx.mY ro IMONOE N%p1�lE
i'_LAB a.caNrnEtE www°or stlatctue NEEDS ro eE xDluc c.F.ntr NtN � 1••IIN tz
IZENrr YrnlrtD NtN EIDN/iE NDDND DETtcE. CLAC. NICIEB a ENFEBPWD.
a.wNDEEa Tq•tour s,.,cnNa
NEEDS ro eE IZENrr YIJa® NtN
90NIaE NDDND OEMCE.
BELOW GRADE WASHOUT STRUCTURE ABOVE GRADE WASSHHOUT STRUCTURE
NDT ro aDNE
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.
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
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 ins inspection may be delayed until the next business day on
p p Y Y Y
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
S. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
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
event > 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.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall he made:
(where
hours of a rain
1. Description, 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 (2)(a) of this permit
of this permit.
(6) 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 ofall 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.
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&SC 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.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
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 E&SC 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]
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
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7 calendar days, 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.
• Within24hours, 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 ten 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 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
• Within24 hours, an oral or electronic notification.
with the conditions
. Within7calendardays, 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
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(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.
NCGOI SELF -INSPECTION, RECORDKEEPING AND REPORTING
Know what's below.
Call before you dig.
EFFECTIVE: 04/01 / 19
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
A CITY OF CHARLOTTE DEPARTMENT

GENERAL EROSION CONTROL NOTES
1. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND
DEVICES NECESSARY TO COMPLY WITH THE STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY (NC DEQ) AND APPLICABLE STATE AND LOCAL LAWS AND
ORDINANCES, AND PREVENT STANDING WATER WITHIN PROJECT LIMITS, UNLESS OTHERWISE DIRECTED.
2. INSTALL CONSTRUCTION ENTRANCES IN LOCATIONS SHOWN, IN ACCORDANCE WITH STATE STANDARDS
AND WITH MINIMAL DISTURBANCE TO SURROUNDING VEGETATION AND TREES. CONTRACTOR SHALL
RECEIVE PRIOR APPROVAL FROM ENGINEER BEFORE TREE REMOVAL FOR ACCESS ROAD
CONSTRUCTION. WITHIN 30 DAYS AFTER CONSTRUCTION IS COMPLETED FOR WHICH ACCESS ROAD IS
USED, AND UNLESS OTHERWISE APPROVED, CONTRACTOR SHALL REMOVE ALL REMNANTS OF THE
ACCESS ROADS AND RETURN AREA TO AS GOOD AS OR BETTER CONDITION. ADDITIONAL MEASURES TO
CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BASED ON CONTRACTOR'S PRACTICES OR BY THE
CONTRACTING OFFICER AND WILL BE EMPLOYED WHERE DETERMINED NECESSARY BY ACTUAL SITE
CONDITIONS.
3. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLE OR SITE ONTO PUBLIC
ROADWAY OR INTO STORM DRAIN MUST BE REMOVED.
4. ALL DITCH LINES DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED BY THE CONTRACTOR. ON
ALL NEW OR UNDISTURBED, UNPAVED DITCHES INSTALL EROSION CONTROL MATTING (NAG SC150,
SC15OBN OR APPROVED EQUAL) A TEMPORARY DITCH LINER OF FIBERGLASS ROVING ON THE DITCH
BOTTOM AND SIDE SLOPES.
5. PROVIDE SILT FENCE ADJACENT TO DITCHES AND AT THE TOE OF FILL SLOPES. ALSO, PROVIDE
ADEQUATE MEASURES IN AREAS WHERE NATURAL VEGETATION DOES NOT PROVIDE A SUFFICIENT
BUFFER AND AS DIRECTED BY THE ENGINEER. WHERE SILT FENCE AND TREE PROTECTION CONFLICT,
STOP SILT FENCE AT TREE PROTECTION.
6. INLET PROTECTION MAY BE REQUIRED AT EXISTING INLETS IN THE EVENT SEDIMENT WILL RUN
DOWNSTREAM TO AN EXISTING INLET.
7. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY:
a. THE LIMITS OF LAND DISTURBANCE SHALL BE CLEARLY AND ACCURATELY DEMARCATED WITH
STAKES, FENCING, OR OTHER APPROPRIATE MEANS. THE LOCATION AND EXTENT OF ALL
AUTHORIZED LAND DISTURBANCE ACTIVITY SHALL BE DEMARCATED FOR THE DURATION OF THE
CONSTRUCTION ACTIVITY. NO LAND DISTURBANCE SHALL OCCUR OUTSIDE THE APPROVED LIMITS
INDICATED ON THE APPROVED PLANS.
b. ALL TREE PROTECTION FENCING SHALL BE INSTALLED, INSPECTED AND APPROVED BY THE
INSPECTOR. TREES WITHIN THE PROTECTION AREAS MAY ONLY BE REMOVED WITH APPROVAL BY
THEINSPECTOR.
8. COMPLY WITH THE FOLLOWING CONSTRUCTION SEQUENCE FOR EACH CONSTRUCTION PHASE:
a. GRUBBING SHALL BE PERFORMED DURING PREDICTED PERIODS OF DRY WEATHER.
b. EROSION CONTROL DEVICES AND STORMWATER MANAGEMENT DEVICES SHALL BE INSTALLED PRIOR
TO ANY OTHER CONSTRUCTION AND WITHIN 24 HOURS OF GRUBBING. THIS MAY REQUIRE GRUBBING
IN STAGES TO ENSURE EROSION CONTROL MEASURES ARE PUT IN PLACE PRIOR TO RAIN EVENT.
THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM
THAT SHOWN ON THE APPROVED PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE
DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT
VARIOUS STAGES DURING CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY
PHASE OF CONSTRUCTION SHALL IMMEDIATELY BE REPORTED TO THE ENGINEER.
c. SILT FENCE SHALL BE INSTALLED WITHIN 24 HOURS OF GRUBBING ALL PERIMETERS. THE
CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN THE SILT IS WITHIN 12" OF THE TOP OF THE
SILT FENCE UTILIZED FOR EROSION CONTROL.
9. THE CONSTRUCTION OF THE SITE WILL COMMENCE WITH INSTALLATION OF EROSION CONTROL
MEASURES SUFFICIENT TO CONTROL SEDIMENT DEPOSITS AND EROSION. ALL SEDIMENT CONTROL WILL
BE MAINTAINED UNTIL ALL UPSTREAM GROUND WITHIN THE CONSTRUCTION AREA HAS BEEN
COMPLETELY STABILIZED WITH PERMANENT VEGETATION.
10. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONTROL MEASURES WILL RESULT IN ALL
CONSTRUCTION BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE CORRECTED TO NORTH
CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS.
11. A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON THE SITE
WHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS.
12. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND ANY DEFICIENCIES
NOTED WILL BE CORRECTED BY THE END OF EACH DAY. ADDITIONAL EROSION AND SEDIMENT CONTROL
MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON -SITE INSPECTION.
13. ON -SITE STOCKPILING OF SOIL IS ALLOWED WITHIN THE LIMITS OF DISTURBANCE SUBJECT TO PLACING
APPROPRIATE EROSION CONTROL DEVICES TO PREVENT SOIL LOSS DURING RAIN EVENTS. LOCATIONS
SHALL BE PRE -APPROVED BY THE INSPECTOR.
14. GROUND STABILIZATION SHALL BE ACHIEVED CONSISTENT WITH NCDEQ GENERAL PERMIT NCG01000
EFFECTIVE AS OF AUGUST 2, 2011. WHERE LAND DISTURBING ACTIVITIES HAVE TEMPORARILY OR
PERMANENTLY CEASED, ALL DISTURBED AREAS SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING
ACTIVITY EXCEPT FOR ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES
STEEPER THAN 3:1 (H:V), WHICH SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH
GROUND COVER WITHIN 7 CALENDAR DAYS FROM THE LAND DISTURBING ACTIVITY. THE CONTRACTOR
SHALL REFER TO GENERAL PERMIT NCGO1000 FOR SPECIFIC CONDITIONS, EXEMPTIONS, AND
DEFINITIONS FOR MEETING THESE STABILIZATION REQUIREMENTS. SEE TABLE 1.
5. INLET PROTECTION:
a. INSPECT STONE ARRANGEMENT WEEKLY AND AFTER EVERY RAINFALL EVENT.
b. REPLACE STONE AS NEEDED TO MAINTAIN SPECIFIED DIMENSIONS
c. REMOVE SEDIMENT BUILDUP WHEN THE SEDIMENT LEVEL IS Y2 THE HEIGHT OF THE ROCKS. TAKE
ARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL.
6. TEMPORARY DIVERSIONS:
a. INSPECT WEEKLY AND, AFTER EVERY RAINFALL, REMOVE SEDIMENT FROM THE FLOW AREA AND
REPAIR THE DIVERSION RIDGES. ALSO CHECK AND MAINTAIN OUTLETS.
b. WHEN THE PROTECTED AREA IS PERMANENTLY STABILIZED, REMOVE THE RIDGES AND THE
CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE SITE.
a. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT.
b. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH
FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT
EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE
CHANNEL.
c. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO
CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM AND
PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS
NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
TEMPORARY NON LAWN SEEDING MEASURES
A. GENERAL:
1. AFTER CONSTRUCTION IS COMPLETE IN ANY AREA OR PHASE OF THE PROJECT, THE
DISTURBED AREAS SHALL RECEIVE A PERMANENT GROUND COVER. SEEDING AND
MULCHING SHALL BE PERFORMED IMMEDIATELY BEHIND CONSTRUCTION. THE
CONTRACTOR SHALL PROVIDE PERMANENT SEEDING IN ALL DISTURBED AREAS AS
INDICATED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL ADAPT
PERMANENT SEEDING OPERATIONS TO PROTECT AND TO ACCOMMODATE ANY
TEMPORARY SEEDING AND SOIL AND EROSION CONTROL MEASURES THAT MAY
ALREADY BE IN PLACE DURING THE WORK PERIOD.
2. WHEN SEEDING MUST TAKE PLACE OUT OF SEASON FOR PERMANENT GRASS THE
APPROPRIATE TEMPORARY SEEDING SHALL BE DONE AND THE CONTRACTOR SHALL
BE RESPONSIBLE FOR PERMANENT SEEDING AS SPECIFIED IN SEASON AT NO
ADDITIONAL COST TO OWNER.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR TURF MAINTENANCE THROUGH
SUBSTANTIAL COMPLETION. SLOPES MUST BE AT 90% COVERAGE AT SUBSTANTIAL
COMPLETION REVIEW TO BE ACCEPTED. IF NOT AT 90% COVERAGE, SUBSTANTIAL
COMPLETION WILL BE DELAYED UNTIL 90% COVERAGE IS ACHIEVED AND/OR UNTIL
THE FOLLOWING GROWING SEASON.
B. SITE PREPARATION AND INSTALLATION:
1. GROUND COVER: ALL DISTURBED AREAS SHALL BE DRESSED TO A DEPTH OF SIX (6)
INCHES. THE TOP THREE (3) INCHES SHALL BE PULVERIZED TO PROVIDE A UNIFORM
SEEDBED. RAKE OR HARROW THE SITE TO ESTABLISH A SMOOTH AND LEVEL FINAL
GRADE. SOIL PARTICLES SHOULD BE NO LARGER THAN MARBLE SIZE, AND PEA
GRAVEL SIZE IS EVEN BETTER. AGRICULTURAL LIME SHALL BE APPLIED AT THE
RATE OF 1 TONS/ACRE IMMEDIATELY BEFORE PLOWING. GRASS SEED SHALL BE
APPLIED AT THE RATES OUTLINED IN TABLES 2A AND 2B.
2. 10-10-10 FERTILIZER SHALL BE APPLIED TO ALL DISTURBED AREAS AT A RATE OF
750 LBS./ACRE. MULCHING SHALL CONSIST OF SMALL GRAIN STRAW APPLIED AT A
RATE OF 2 TONS/ACRE. MULCHED AREAS SHALL BE TACKED WITH ASPHALT OR
OTHER APPROVED METHOD SUFFICIENT TO HOLD THE STRAW IN PLACE, AT A RATE
OF 150 TO 200 GALLONS PER TON OF STRAW.
3. SOME AREAS MAY REQUIRE TEMPORARY SEEDING DUE TO AN INTERRUPTION OF
WORK OR SEASONAL RESTRICTIONS AS SPECIFIED IN THE PERMANENT SEEDING
SCHEDULE, OR A COMBINATION THEREOF. THESE AREAS SHALL BE RE -SEEDED IN
ACCORDANCE WITH THE PERMANENT SEEDING SCHEDULE. IF TEMPORARY
SEEDING IS REQUIRED DUE TO CONTRACTOR DELAYS, THERE WILL BE NO
COMPENSATION FOR THE TEMPORARY SEEDING. TEMPORARY SEEDING SHALL BE
PERFORMED ONLY AT THE DIRECTION OF THE ENGINEER OR INSPECTOR.
C. CLEANUP AND INSPECTION:
15.
DISTURBED AREA = 15.8 ACRES.
1.
UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE FROM THE SITE
16.
PROVIDE NOTIFICATION TO ALL AFFECTED PROPERTY OWNERS PRIOR TO CONSTRUCTION, AS
ALL EQUIPMENT AND OTHER ARTICLES USED. ALL EXCESS SOIL, STONE, AND
APPLICABLE.
DEBRIS SHALL BE REMOVED AND LEGALLY DISPOSED OF AT NO ADDITIONAL COST
TO THE OWNER. ALL WORK AREAS SHALL BE LEFT IN A CLEAN AND NEAT
17.
EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT
CONDITION. ALL DAMAGE TO EXISTING CONSTRUCTION CAUSED BY LANDSCAPING
THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACH PHASE OF THE PROJECT
OPERATIONS SHALL BE REPAIRED TO THE SATISFACTION OF THE TOWN AT THE
TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. SELF -INSPECTION REPORTS ARE REQUIRED. A SAMPLE SELF -INSPECTION REPORT AS WELL
CONTRACTOR'S EXPENSE.
AS DETAILS OF THE SELF -INSPECTION PROGRAM CAN BE FOUND ON THE LAND QUALITY WEB SITE:
http://deq.nc.gov/about/divisions/energy-mineral-Ian-resources/erosion-sediment-control/forms.
2.
SEEDED AREAS SHALL BE PROTECTED AND REPLANTED AS NECESSARY TO
ESTABLISH A UNIFORM STAND OF SPECIFIED GRASS. SCATTERED BARE SPOTS,
18.
ANY OFF -SITE BORROW OR WASTE REQUIRED FOR THIS PROJECT MUST COME FROM AN APPROVED
NONE OF WHICH SHALL BE LARGER THAT ONE (1) SQUARE FOOT, WILL BE ALLOWED
EROSION CONTROL SITE PLAN REGULATED UNDER THE MINING ACT OF 1971 OR A LANDFILL REGULATED
BY THE DIVISION OF SOLID WASTE MANAGEMENT. DEBRIS FROM DEMOLITION ACTIVITIES SHOULD BE
UP TO A MAXIMUM OF 3% OF THE SEEDED AREA FOR EACH PROPERTY. WHEN
DISPOSED OF AT AN APPROVED FACILITY.
SEEDED AREAS ARE READY FOR INSPECTION, THE MAINTAINED TURF AREAS SHALL
BE NEATLY MOWED TO THE UNIFORM HEIGHT OF APPROXIMATELY TWO AND
ONE-HALF (2.5) INCHES. THE LAWNS SHALL BE CONSIDERED ESTABLISHED ONLY
EROSION MAINTENANCE REQUIREMENTS
WHEN THE SPECIFIED GRASS IS VIGOROUS AND GROWING WELL IN ADDITION TO
MEETING THE OTHER REQUIREMENTS SPECIFIED.
1.
SEDIMENT FENCE (SILT FENCE):
a. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
3.
AN INSPECTION OF THE COMPLETED SEEDING SHALL BE MADE AT THE
REQUIRED REPAIRS IMMEDIATELY.
CONCLUSION OF THE LANDSCAPE WORK UPON WRITTEN NOTICE REQUESTING
b. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME
SUCH INSPECTION SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEAST
INEFFECTIVE, REPLACE IT PROMPTLY.
TEN (10) DAYS PRIOR TO THE ANTICIPATED DATE OF INSPECTION.
c. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE
NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE.
4.
A FINAL INSPECTION SHALL BE PERFORMED WHEN A SATISFACTORY STAND OF
d. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT.
SEEDED TURF GRASS HAS BEEN PRODUCED, UPON WRITTEN NOTICE REQUESTING
SUCH INSPECTION SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEASTTEN
e. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
(10) DAYS PRIOR TO THE ANTICIPATED DATE OF INSPECTION. IF A
GRADE. STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
SATISFACTORY STAND OF TURF HAS NOT BEEN PRODUCED AT THE TIME OF FINAL
2.
SEDIMENT TUBES:
INSPECTION, NECESSARY REPAIRS SHALL BE PERFORMED IN CONFORMANCE WITH
a. INSPECT CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT.
THE REQUIREMENTS OF THIS SECTION. UPON COMPLETION OF THESE REPAIRS,
THE SEEDED GRASS SHALL BE REINSPECTED UPON WRITTEN NOTICE AS ABOVE.
b. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE WATTLE AND EROSION FROM HIGH FLOWS
AROUND THE EDGES OF THE WATTLE. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT
EROSION OCCURS BETWEEN WATTLES, INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF
THE CHANNEL.
c. REMOVE SEDIMENT ACCUMULATED BEHIND THE WATTLES AS NEEDED TO PREVENT DAMAGE TO
CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STRAW WATTLE AND
PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE WATTLE.
3. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT:
a. INSPECT ON LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,
WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
4. ROCK OUTLET PROTECTION:
a. INSPECT STONE ARRANGEMENT WEEKLY AND AFTER EVERY RAINFALL EVENT.
b. MAINTAIN SPECIFIED DIMENSIONS AND REMOVE SEDIMENT BUILDUP WHEN THE SEDIMENT LEVEL IS
Y2 THE HEIGHT OF THE ROCKS.
TABLE 2A
SHOULDERS, SIDE DITCHES, SLOPES
(For Slopes Between 2:1 and 3:1)
Date
Type
Planting Rate
Sericea Lespedeza (scarified)
50 lbs./acre
Mar 1 -June 1
and
Add Tall Fescue
120 lbs./acre
Mar 1 - Apr 15
or
Mar 1 - June 30
Add Hulled Common Bermudagrass
25 lbs./acre
-Tall Fescue and
120 lbs./acre
June 1 - Sept 1
"*Browntop Millet or
35 lbs./acre
"Sorghum -Sudan Hybrids
30 lbs./acre
Sericea Lespedeza (unhulled/unscarified)
70 lbs./acre
Sept 1 Mar 1
and Tall Fescue
120 lbs./acre
Nov 1 - Mar 1
Add Abruzzi Rye
25 lbs./acre
TABLE 2B
SHOULDERS, SIDE DITCHES, SLOPES
(For Slopes 3:1 and Flatter)
Date
Type
Planting Rate
Aug 15 - Nov 1
Tall Fescue
300 lbs./acre
Nov 1 - Mar 1
Tall Fescue and Abruzzi Rye
300 lbs./acre
Mar 1 - Apr 15
Tall Fescue
300 lbs./acre
Apr 15 - June 30
Hulled Common Bermudagrass
25 lbs./acre
Tall Fescue and'*'Browntop Millet
35 lbs./acre
July 15 Aug 15
or "'Sorghum -Sudan Hybrids
TABLE 1
NCDEQ Stabilization
Timeframes
Site Area Description
Stabilization
Timeframe Exceptions
Perimeter Dikes, swales, ditches and slopes
7 days
None
High Quality Water (HQW) Zones
7 days
None
Slopes Steeper than 3:1
7 days
If slopes are 10' or less in length and
are not steeper than 2:1, 14 days are allowed
Slopes 3:1 or Flatter
14 days
7 days for slopes greater than 50' in length
All other areas with slopes flatter than 4:1
114 days
INone, except for perimeters and HQW zones
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN AND MAINTAIN ON SITE THE LAND -DISTURBING PERMIT FROM NCDEQ.
2. CALL THE MECKLENBURG COUNTY LAND DEVELOPMENT OFFICE AT 980-314-3234 TO
SCHEDULE A PRE -CONSTRUCTION MEETING AT LEAST 48 HOURS PRIOR TO PROJECT
ACTIVATION.
3. PRIOR TO COMMENCING ANY LAND DISTURBANCE ACTIVITY, CLEARLY AND
ACCURATELY DEMARCATE THE LIMITS OF THE LAND DISTURBANCE WITH STAKES,
RIBBONS, OR OTHER APPROPRIATE MEANS.
4. INSTALL STABILIZED CONSTRUCTION ENTRANCE AND SILT FENCE PRIOR TO ANY
LAND DISTURBANCE ACTIVITIES (CLEARING, GRADING, GRUBBING, OR EXCAVATION).
5. CONTACT THE INSPECTOR (980-314-3234) FOR AN ON -SITE INSPECTION OF THE
INSTALLED MEASURES. WHEN APPROVED, INSTALL REMAINING EROSION CONTROL
DEVICES (TEMPORARY DIVERSION DITCHES, SEDIMENT TUBES, RIPRAP CHANNELS,
ETC.).
6. INSPECT ALL EROSION CONTROL DEVICES AT WEEKLY INTERVALS AND AFTER
EVERY RAINFALL EVENT EXCEEDING Z" TO VERIFY THAT THEY ARE FUNCTIONING
PROPERLY. ANY ACCUMULATED SEDIMENT SHALL BE REMOVED AND PLACED IN A
DESIGNATED SPOIL DISPOSAL AREA APPROVED BY THE INSPECTOR. CONDUCT
PERIODIC INSPECTIONS OF ALL EROSION AND SEDIMENTATION CONTROLS AND
MAKE ANY REPAIRS OR MODIFICATIONS NECESSARY TO ASSURE CONTINUED
EFFECTIVE OPERATION OF EACH DEVICE.
7. BEGIN REMAINDER OF CLEARING, GRUBBING, AND GRADING OF SITE.
8. BEGIN INSTALLATION OF SANITARY SEWER MAIN. INSTALL STREAM CROSSINGS AND
PUMP AROUNDS IN LOCATIONS SHOWN ON THE PLANS.
9. STABILIZE SITE PER EROSION CONTROL NOTES AND SEEDING SCHEDULE AS AREAS
ARE BROUGHT TO FINISHED GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC.
PER GENERAL PERMIT NCG010000. ALL PERIMETER DIKES, SWALES, DITCHES,
PERIMETER SLOPES, AND ALL SLOPES STEEPER THAN 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. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND
DISTURBING ACTIVITY.
10. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN
ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION.
11. CONTACT THE INSPECTOR (980-314-3234) FOR AN INSPECTION WHEN
CONSTRUCTION IS COMPLETE AND ALL AREAS ARE FULLY PLANTED AND
STABILIZED.
12. WHEN FINAL SITE STABILIZATION IS APPROVED, REMOVE ALL EROSION CONTROL
DEVICES AND STABILIZE THESE AND ANY RESULTING BARE AREAS.
13. CONTACT THE INSPECTOR (980-314-3234) FOR A FINAL SITE INSPECTION WHEN
VEGETATION HAS BECOME ESTABLISHED.
Know what's below.
Call before you dig.
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
A CITY OF CHARLOTTE DEPARTMENT