20031501 Ver 3_Pre-Filing Meeting Request_20201125

ID#* 20031501
Version* 3
Regional Office* Mooresville Regional Office - [phone]
Reviewer List* Alan Johnson
Pre -Filing Meeting Request submitted 11/25/2020
Contact Name*
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
Matt Bramblett / Dan McCauley
[e-mail] /
[e-mail]
Matthews Commons
Charlotte Water
Mecklenburg
Street Address
5100 Brookshire Blvd
Address Line 2
City
Charlotte
Fbstal / Zip Code
28216
State / Rovince / Fbgion
North Carolina
Country
Mecklenburg
Is this a transportation project?* Yes o No
Type(s) of approval sought from the DWR:
141 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
• Individual Permit F Modification
• Shoreline Stabilization
Does this project have an existing project ID#?*
�' Yes C No
Please list all existing project ID's associated with this projects.*
SAW-2019-01408
Do you know the name of the staff member you would like to request a meeting with?
Alan Johnson
Please give a brief project description below.*

The property developer is proposing the construction of a gravity 8-
inch sanitary sewer line. Temporary stream, temporary wetland, and
permanent wetland impacts are proposed for the utility line and
construction accesses. The sanitary sewer installation will be
conducted using open -cut trench techniques with heavy equipment.
The owner has allowed for extensive avoidance and minimization of
impacts to Waters of the US.
Please give a couple of dates you are available for a meeting.
11 /30/2020
12/1 /2020
12/2/2020
Please attach the documentation you would like to have the meeting about.
DRAFT Matthews Commons Plan Set - 2020
6.71 MB
1111.pdf
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 11/25/2020

LEGEND
INDEX OF SHEETS
ASPHALT DRIVEWAY (PROFILE)
BRIDGE
BUILDING
CHECK DAM STD. 6.83
CONCRETE DRIVEWAY (PROFILE)
CONSTRUCTION ENTRANCE
CURB & GUTTER
DITCH, CREEK OR BRANCH
EDGE OF PAVEMENT
EXISTING FIRE HYDRANT
EXISTING GAS MAIN
EXISTING GAS SERVICE
EXISTING IRON PIN
EXISTING 1 SANITARY SEWER
EXISTING SANITARY SEWER MANHOLE
EXISTING q WATER MAIN
EXISTING WATER OR SANITARY SEWER R/W
EXISTING WATER SERVICE
EXISTING WATER VALVE
FENCE (LABEL TYPE)
GAS VALVE
GRAVEL DRIVEWAY (PROFILE)
GROUND (PROFILE)
GUARD RAIL
MARSH
OVERHEAD ELECTRIC
PIERS
POWER POLE W/GUY WIRE
PROPERTY LINE
PROPOSED AIR RELEASE VALVE
PROPOSED FIRE HYDRANT
PROPOSED q SANITARY SEWER
PROPOSED SANITARY SEWER MANHOLE
PROPOSED CL WATER MAIN (MARKED EVERY 100')
PROPOSED WATER METER LOCATION
PROPOSED WATER OR SANITARY SEWER R/W
PROPOSED WATER VALVE
RAILROAD
RIP — RAP
ROAD/STREET RIGHT—OF—WAY
SEDIMENT FENCE (SILT FENCE) STD. 6.62
SEDIMENT FENCE (SILT FENCE) OUTLET
SIDEWALK
STORM DRAIN WITH CATCH BASIN OR DROP INLET —
STREET SIGN
TEMPORARY DIVERSION STD. 6.20
TEMPORARY SEDIMENT TRAP STD. 6.60
TEMPORARY STREAM CROSSING STD. 1
TOWER LINE
TREE
UNDERGROUND CABLE
UNDERGROUND ELECTRIC
UNDERGROUND TELEPHONE
UNDERGROUND TELEVISION CABLE
WATER METER
yFH
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DESIGN COMPANY: GAVEL & DORN ENGINEERING, PLLC
PLANS PREPARED BY: —
ADDRESS: 6730 FREEDOM DRIVE
PHONE: [phone]
DATE DESIGN COMPLETED: —
SURVEY COMPANY: CHARLOTTE WATER
SURVEYED BY: —
ADDRESS: 5100 BROOKSHIRE BLVD.
PHONE: [phone]
DATE SURVEY COMPLETED: —
DEVELOPER: —
ADDRESS: —
PHONE: —
CONTRACTOR: —
INSPECTOR:
INSIDE CHARLOTTE: YES ( ) N0:
TOPO N0: 122
UT—
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\-DRAFT-,
CHARLOTTE
"VV mT E F)t
CHARLOTTE, NORTH CAROLINA
DRAFT
SANITARY SEWERAGE SYSTEM IMPROVEMENT.%—_:;.'
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END PROJECT
VICINITY MAP
NOT TO SCALD
LIMITS OF DISTURBED AREA IS EXTENTS OF
TEMPORARY CONSTRUCTION EASEMENT TO
PROPOSED PERMANENT EASEMENT
UNLESS OTHERWISE NOTED
TOTAL DISTURBED AREA = 5.50 ACRES
CHARLOTTE WATER CONTACT:
STEPHEN SCOTT, PE
PHONE: [phone]
SHEET NO. 1
SHEET NO. 2
SHEET NO. 3
SHEET NO. 4
SHEET NO. 5
SHEET NO. 6
SHEET NO. 7
SHEET NO. 8
SHEET NO. 9
SHEET NO. 10
SHEET NO. 11
SHEET NO. 12
SHEET NO. 13
PROJECT NAME
COVER SHEET
STA. 0+00 TO
STA. 4+00
STA. 4+00 TO
STA.
15+00
STA. 15+00 TO
STA.
25+00
STA. 25+00 TO
STA.
35+00
STA. 32+00 TO
STA.
40+00
STA. 40+00 TO
STA.
48+00
STA. 48+00 TO
STA.
58+00
STA. 58+00 TO
STA.
64+39.39
TAN FI ELD EXTENSION
SEWER
CONSTRUCTION
ACCESS
DETAILS
DETAILS
APPLICATION FOR NON -DISCHARGE PERMIT
GRAVITY SEWER MAIN EXTENSION
CHARLOTTE WATER
MATTHEWS COMMONS GRAVITY SEWER CREEK BASIN
CLTWater PROJECT NO.: 824-10-570
PROJECTTYPE: ®NEW CONSTRUCTION ❑RELOCATION ❑MODIFICATION OF PERMIT NO,
OTHER
VOLUME OF WASTEWATER GENERATED BY THIS PROJECT: 0
ON 190 GAL/DAY/SINGLE FAMILY HOUSEHOLD X HOUSEHOLDS OR
135 GAL/DAY/MULTI-FAMILY UNIT X UNITS OR IS BASED ON :
IRVINS CREEK
GALLONS PER DAY BASED
WASTEWATER TREATMENT PLANT RECEIVING WASTEWATER:
X McALPINE CR. (NC0024970) ❑ IRWIN CR. (NC0024945) ❑ McDOWELL CR. (NC0036277)
❑ SUGAR CR. (NC0024937) ❑ MALLARD CR. (NC0030210) ❑ ROCKY CR. (NC0036269)
NATURE OF WASTEWATER 100 % DOMESTIC % INDUSTRIAL
COMMERCIAL % OTHER
ORIGIN OF WASTEWATER X SUBDIVISION ❑ COMMERCIAL
❑ SCHOOL ❑ INDUSTRIAL
❑ APARTMENTS/CONDO'S ❑ OTHER
LIST ANY PARAMETER AND ITS CONCENTRATION THAT WILL BE GREATER THAN NORMAL DOMESTIC LEVELS:
NONE
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? X YES ❑ NO
PERMIT NO. FOR SEWERS IMMEDIATELY DOWNSTREAM 815-09-545
PIPE DIAMETER OF SEWERS IMMEDIATELY DOWNSTREAM 18-INCH
HAS ENGINEER DETERMINED THAT NC DEM AND CLTWater MINIMUM DESIGN STANDARDS ARE MET BY THIS
PROJECT? X YES ❑ NO
COMPLETE NAME AND ADDRESS OF ENGINEERING DESIGN FIRM:
GAVEL & DORN ENGINEERING, PLLC
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
TELEPHONE 704 - 919 - 1900
PROFESSIONAL ENGINEER'S CERTIFICATION:
I SEAN M. MAYO, P.E. ATTEST THAT THIS APPLICATION FOR SANITARY SEWER TO SERVE
MATTHEWS COMMONS 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 BEEN
PREPARED IN ACCORDANCE WITH THE APPLICABLE REGULATIONS. ALTHOUGH CERTAIN PORTIONS OF THIS SUBMITTAL
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: I i i i
�\A CARo�'%,;
Oho°FOSS%�o,
�oQO % 9 ;
oQ o
SEAL °
6837 % _
o
°°, G
�:
'V
CLTWater PERMIT NO.
PLANT FLOW ALLOCATION RECORDED BY:
PERMIT APPROVED BY:
RIVER BASIN: CATAWBA
•
•
V Know what's below.
Call before you dig.
CONSTRUCTION SHALL BE IN
ACCORDANCE WITH CHARLOTTE
WATER STANDARD SPECIFICATIONS.
ISSUED
JOSEPH C WILSON, P.E., CHIEF ENGINEER
2020
APPROVALS (SEALS)
�N
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do F S S/0%,
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11 /10/2020
N.C.R.L.S. (AS BUILT)
N.C.P.E.
SUMMARY OF SEWER MAINS & MANHOLES
SIZE
LENGTH
SIZE
LENGTH
15"
2117.73'
8"
1195.52'
12"
1174.95'
10"
2179.38'
TOTAL NO. OF
MANHOLES: 24
TOTAL NO. LOTS SERVED: —
PROJECT NAME: MATTHEWS COMMONS GRAVITY SEWER
JOB NO: 824-10-570
DATE OF ACTIVATION:
DATE AS BUILT: BY:

620
620
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EXIST. 18" SANITARY SEWER
CL T WA TER JOB 815 09 545
1 +00
2+00
3+00
U
LA 4'
VERTICAL
SCALE
4+00
` CONSTRUCTION ACCESS # 1
/°off FROM NORTHEAST PARKWAY
(SEE SHEET 11)
LIMITS OF DISTURBED
Q
MECKLENBURG COUNTY AND �// RESTORE
REAL ESTATE�FINANCE DEPT �/� i _ �•.. STREAMBANK PER
DEED REF: 05363-5/�/ ` 4 __ = -_ �� DETAIL 6 = - - _ TBM # 51
/ � � .•'- ,.....• � - - �•� �� ��• � _ - - - - �� �� - � NAIL IN 8" GuM � ''•.����� � 111 /
TAX NO. 19354106 �/ i-. '' / �_ - - _ - ELEV. = 59g.54
8413E INDEPENDENCE BV
> \
SILT FENCE OUTLET
PER DETAIL 2 (TYP.) '595'-
�• — = �`�•
(Y SILT FENCE PER DETAIL 1 (TYP.) \ \ JIII
\ 11
Q— ° -- 1 o"MAPL 1 o M 5s5„
0+00
� BY
_ —
� _ 8— PROP. PERMANENT
_ — �1v4"OAK �j �� EASEMENT
i
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STA. 3+20.41
PROP. MANHOLE 1
a� l W/TYPE B-3F/C
R/M = 601.69
Q
3p +
STA. 0+00 oo T. MANHOLE /RV/NS CREEK `
`
FEMA FLOODPLAIN RIM = 598.91
/ / 1
PROP. TEMPORARY
CONSTRUCTION
NAM IN 24" OAK EASEMENT 11
I ECKLENBURG t�OJJNTY \ ��
ELEV. = 600.49 DEED REF: 32482-58�7 Q
TAX'NQ. 1935104 n o
CHLINE STA. 3 00
WATERS CONSTRUCTION COMPANY INC � SEE SHEET
DEED REF: 06493-684
VICINITY MAP
N TS
RIVER BASIN: CATAWBA
ALL DISTURBED AREAS TO BE SEEDED,
FERTILIZED, AND MULCHED PER
DETAIL 4 (±26,281 SY)
LIMITS OF DISTURBED AREA IS EXTENTS OF
TEMPORARY CONSTRUCTION EASEMENT TO
PROPOSED PERMANENT EASEMENT
UNLESS OTHERWISE NOTED
TOTAL DISTURBED AREA = 5.50 ACRES
CHARLOTTE WATER CONTACT:
STEPHEN SCOTT
PHONE: [phone]
•
•
(ttvo)
Know what's below.
Call before you dig.
MUNICIPALITY: CITY OF CHARLOTTE
NCDOT PERMIT NO: TBD
NCDOO PERMIT NO: MECKL —2018— 041
DISTURBED AREA: 5.50 AC.
APPROVALS (SEALS)
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11 /10/2020
N.C.R.L.S. (AS BUILT)
N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601
40' 0 40' 80'
HORIZONTAL SCALE
TAX N0. 19354105
8547 E INDEPENDENCE BV
A CITY OF CHARLOTTE DEPARTMENT

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REAL ESTATE FINANCE DEPT ELEV. = 607.19
W W 578�3$..8°.PYN.... SILT FENCE PER DETAIL 1 (TYP.) \V� \ DEED REF: 8874-806
TAX N0. 19350199 - - - - - - -
/ / i / �� � � -- 1 ��\V` Off•. A —=__—_—
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MECKLENBURG OUt�1TY /1 (CHAIN LINK FENCE OR JERSEY
DEED REF: � 482158'7 / BARRIER) TO BE INSTALLED AT / `6 \ \
T AX N0./ 9351/04/ / EDGE OF EASEMENT TO \ \Vp�\ '1 \ V / i� i ��MECKLENBURG COUNTY A D
// �A / / / / / /PROTECT EX. TREES � � \�.. sty c � � \/�/ � � �\� \ \ \ ' � - _ � - � � �' ' ±80 LF RIGID BARRICADE / �EAL ESTATE FINANCE DEPT
a.......... S) �� / A\\\ \ �'� �� �•%i DEED REF: 8874-806
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\:::�:: �� _ _ - BARRIER) TO BE INSTALLED AT TAX N0, 19350199 0
PROP. PERMANENT �..... O 3 /\ \ �� �_�� _ - _ ASHLEY FARM DR, / x
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l ... ......... �...........
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WATERS CONSTRUCTION COMPANY INC \ 605, , / S .. ......................... e _ u
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DEED REF: 06493-684 24"GUM:::::....... / / I o
TAX N0. 19354105
8547 E INDEPENDENCE BV i �::.:::: :.../ ET
STA. 9+79.41 - - , - - - _ _ TBM # 55
PROP. MANHOLE #3 - , - - - NAIL IN 12" PINE
W/ TYPE B-3 F/C ELEV. = 608.16
RIM = 608.47
40' 0 40' 80'
HORIZONTAL SCALE
12"CED R
STA. 13+09.30
PROP. MANHOLE #4
W/TYPE B-3F/C
RIM = 608.01 - —� - _ '610 I D
LIMITED PARTNERSHIP ... ....
WILLIAMS IRA AND ANNA FAMILY EPHEMERAL
DEED REF: 8721- 772 STREAM I
TAX NO. 19312102
8637 INDEPENDENCE BV
14+00
11
LA 4'
VERTICAL
SCALE
15+00
VICINITY MAP
N TS
RIVER BASIN: CATAWBA
ALL DISTURBED AREAS TO BE SEEDED,
FERTILIZED, AND MULCHED PER
DETAIL 4 (±26,281 SY)
LIMITS OF DISTURBED AREA IS EXTENTS OF
TEMPORARY CONSTRUCTION EASEMENT TO
PROPOSED PERMANENT EASEMENT
UNLESS OTHERWISE NOTED
TOTAL DISTURBED AREA = 5.50 ACRES
CHARLOTTE WATER CONTACT:
STEPHEN SCOTT
PHONE: [phone]
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MUNICIPALITY: CITY OF CHARLOTTE
NCDOT PERMIT NO: TBD
NCDOO PERMIT NO: MECKL —2018— 041
DISTURBED AREA: 5.50 AC.
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6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601
A CITY OF CHARLOTTE DEPARTMENT

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25+00
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SILT FENCE OUTLET _ \ �S l _ \ ELEV. = 516.61 5 ,,� f \ / /� /
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CONSTRUCTION _ - 6 20 _ �::� :..� — _ s� _ / � ��' i , _ � �A •. A O — — ' V � � /�/// ///�/////
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ass — — o0 388. -
PROP. PERMANENT — _ — — — — 19+ 88' — 10"POPLAR \ $"OAK
EASEMENT
STA.17+28 85 _ — — — oo w 00 _ — — _.. / i / M 62
PROP MANHOLE 5 — — — _ _ _ — _ \ _. IIIII)/ l/ /JAIL IN 18 OAK
# _ e... y:::::.... —� \ — -s2o _ // I/ ELE . = 623.35
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RIM — 617.40
LIMITED -PARTNERSHIP — — — — — _ � °.:' _ \ I �• = = " \ %/// / /
WILLIAMS IRA Ai4D—ANNA FA- i U
DEED REF: 8724 -7Z2
TAX N0. 19312102 _ — — — — — — / �• / TEMPORARY
8637 INDEPENDENCE BV STREAM CROSSING
625
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STA. 21 + 17.73 _ / (3) 20 LF 18" CMP
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PROP. MANHOLE #6 �� �� EPHEMERAL
W1 TYPE B-3 FIC TBM # 61 STREAM "C"
RIM = 622.28 ELAEV.IN 62PO9LAR
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\ MAIL IN 14" GUM
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FEMA FLOODPLAIN
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NAIL IN 10" POPLAR
ELEV. = 610.97
LIMITED PARTNERSHIP
WILLIAMS IRA AND ANNA FAMILY
DEED REF: 8721-772
TAX N0. 19312102
8637 INDEPENDENCE BV
TBM ## 59
NAIL IN 8" GUM
ELEV = 614 37
VICINITY MAP
N TS
RIVER BASIN: CATAWBA
ALL DISTURBED AREAS TO BE SEEDED,
FERTILIZED, AND MULCHED PER
DETAIL 4 (±26,281 SY)
LIMITS OF DISTURBED AREA IS EXTENTS OF
TEMPORARY CONSTRUCTION EASEMENT TO
PROPOSED PERMANENT EASEMENT
UNLESS OTHERWISE NOTED
TOTAL DISTURBED AREA = 5.50 ACRES
CHARLOTTE WATER CONTACT:
STEPHEN SCOTT
PHONE: [phone]
( -1 0
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MUNICIPALITY: CITY OF CHARLOTTE
NCDOT PERMIT NO: TBD
NCDEQ PERMIT NO: MECKL-2018-041
DISTURBED AREA: 5.50 AC.
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GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601
40' 0 40' 80,
HORIZONTAL SCALE
A CITY OF CHARLOTTE DEPARTMENT

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CHARLOTTE WATER CONTACT:
STEPHEN SCOTT
PHONE: [phone]
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MUNICIPALITY: CITY OF CHARLOTTE
NCDOT PERMIT NO: TBD
NCDEQ PERMIT N0: MECKL-2018-041
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6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601
A CITY OF CHARLOTTE DEPARTMENT

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TAX NO- 19312114 / _ _ - - — —� STREAMQ
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/
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HORIZONTAL SCALE RIM = 642.28
VICINITY MAP
N TS
RIVER BASIN: CATAWBA
ALL DISTURBED AREAS TO BE SEEDED,
FERTILIZED, AND MULCHED PER
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EDGE OF PAVEMENT TO TEMPORARY
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RIGHT-OF-WAY UNLESS OTHERWISE NOTED
TOTAL DISTURBED AREA = 5.50 ACRES
CHARLOTTE WATER CONTACT:
STEPHEN SCOTT
PHONE: [phone]
0
tot) Know what's below.
Call before you dig.
MUNICIPALITY: CITY OF CHARLOTTE
NCDOT PERMIT NO: TBD
NCDEQ PERMIT NO: MECKL-2018-041
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6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
Iwo LICENSE NO. P-0601
A CITY OF CHARLOTTE DEPARTMENT

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VICINITY MAP
N TS
RIVER BASIN: CATAWBA
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CHARLOTTE WATER CONTACT:
STEPHEN SCOTT
PHONE: [phone]
•
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1 -1 0
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MUNICIPALITY: CITY OF CHARLOTTE
NCDOT PERMIT NO: TBD
NCDEQ PERMIT NO: MECKL-2018-041
DISTURBED AREA: 5.50 AC.
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6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601
40' 0 40' 80'
HORIZONTAL SCALE
A CITY OF CHARLOTTE DEPARTMENT

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CHARLOTTE WATER CONTACT:
STEPHEN SCOTT
PHONE: [phone]
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MUNICIPALITY: CITY OF CHARLOTTE
NCDOT PERMIT NO: E102-060-17-8586
NCDENR PERMIT NO: MECKL-2018-041
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CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601
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59+00
60+00
61 +00
62+00
63+00
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DEED REF: 197 8-813Qi
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TAX, NO. 193$3185
241 WILLIA S RD
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I \ 1 HENDERSON ELAM
- - - -"� DEED REF: 19229-322
STA. 58+31.60
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\ PROP. MANHOLE #20 - - - 2310 TORY OAK PL
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RIM = 676.84 \ \ \ B
V �66
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64+00
El
LA 4'
VERTICAL
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KIRK HILLIAN
DEED REF: 13455-865
TAX NO. 19353158
2400 CREEK CT
�Q \ PER DETAIL 2 (TYP.) _ v A
I 3� � TBM-* 0
X P.K' NAIL IN EP
- e„ \ ELEV. = 686.46
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i ari x/ \ \
EXIST. 8" SANITARY SEWER LOCATED
in i o
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V v VA -....._..-........... �.._. , _680 - \i�
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v - - - - V„BIRH �- eti - z -
\ \ \ \ PROP. TEMPORARY / _: : --- - . �� � (: - + �
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v v CONSTRUCTION \ / / �..... .....:I:� ...
- - 6B5 EASEMENT vv v / - - - �68 % � ��� - - - X1ST. MANHOLE TORY OAK
° RIM - 683.09
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C \\ \� _��� STA No. 1 ��55-� f54a -/ / ® STREAM "D" PROP. MANHOLE #21
EIP _-; �23b1 To � K �y W TYPE B-3 F C
i / /
RIM = 681.23
EIP - --- g -- - ---
--- a --
M -- EIF9---'---- ---&r-6--�----fir---
NAIL IN 18" BEECH � EIP REBAR EIP
ELEV. = 681.47 EIP � -
- - @ - - @ - - _
-
40' 0 40' 80'
HORIZONTAL SCALE
LIMITS OF DISTURBED AREA IS EXTENTS OF
EDGE OF PAVEMENT TO TEMPORARY
CONSTRUCTION EASEMENT AND/OR
RIGHT-OF-WAY UNLESS OTHERWISE NOTED
TOTAL DISTURBED AREA = 5.50 ACRES
CHARLOTTE WATER CONTACT:
STEPHEN SCOTT
PHONE: [phone]
ALL DISTURBED AREAS TO BE SEEDED,
FERTILIZED, AND MULCHED PER
DETAIL 4 (±26,281 SY)
RIVER BASIN: CATAWBA
PUMP STATION DEMOLITION NOTES:
1. CONTRACTOR TO REMOVE ALL EQUIPMENT ON PUMP STATION
SALVAGE ITEMS LIST AND RETURN TO CHARLOTTE WATER.
2. ALL DEMOLITION MATERIAL SHALL BE DISPOSED OF OFF -SITE.
3. DEMOLISH ABOVE GROUND APPURTENANCES INCLUDING
FENCES, CONCRETE PADS, ELECTRICAL EQUIPMENT.
4. COORDINATE REMOVAL OF ELECTRICAL SERVICE WITH
CHARLOTTE WATER AND DUKE POWER.
5. COORDINATE REMOVAL OF WATER SERVICE WITH CHARLOTTE
WATER.
6. DEMOLISH EX. CONCRETE WET WELL AND VALVE VAULT MIN. 2'
BELOW GRADE. FILL WET WELL AND VAULT WITH CRUSHED
STONE. RAISE CRUSHED STONE SUFFICIENT TO MATCH EX.
GRAVEL LOT.
CHAIN LINK FENCE WITH \
WOOD PANELS \
1�
CHAIN LINK FENCE
GENERATOR
//,
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VALVE VAULT
678.9
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IAJ y. = bbU.4
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PUMP STATION SALVAGE ITEMS:
1. EMERGENCY GENERATOR
2. WATER BACKFLOW PREVENTER
3. CHECK VALVES
4. DISCHARGE PLUG VALVES
5. PUMP CONTROL PANEL
6. ALARM DIALER
7. TRANSFER SWITCH
8. SURGE PROTECTOR
9. BATTERY CHARGER/JACKET HEATER DISCONNECT
I \
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APPROVALS (SEALS)
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11 /10/2020
N.C.R.L.S. (AS BUILT)
N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601
No
Know what's below.
Call before you dig.
MUNICIPALITY: CITY OF CHARLOTTE
NCDOT PERMIT NO: E102-060-17-8586
NCDENR PERMIT NO: MECKL-2018-041
DISTURBED AREA: 5.50 AC.
CHARLOTTE CHARLOTTE WATER
Wt)TER CHARLOTTE NORTH CAROLI A
�N N
11/10/20
MLH
REVISIONS PER NEW WETLANDS INFORMATION
824-10-570 122
Job No. File No.
4/6/20
WT
ADD TANFIELD EXTENSION
Scales
PLAN 1" = 40'
PROFILE
Hor. 1" = 40'
Vert, 1" = 4'
7/10/19
RHK
HART & HICKMAN PLAN REVIEW COMMENTS
5/2/19
RHK
REVISE EASEMENT PARCEL 2 & 4
9/5/18
MLH
REAL ESTATE PLAN REVIEW COMMENTS
As Built Dote
1/22/18
MGL
JEROSION CONTROL PERMIT REVIEW COMMENTS
CW
MGL
Date
By
Revision
Surveyed By
Designed By
MA TTHEWS COMMONS GRAVITY SEWER
STA. 58+00 TO END
MGL I So
Drawn By I Project-Engr I Approved By I Date
Sheet Of
9 13
A CITY OF CHARLOTTE DEPARTMENT

0+00 1 +00 2+00 3+00 4+00 5+00
i/ / N
SILT FENCE OUTLET /
PER DETAIL 2 (TYP.)
STA. 0+00,f f
PROP. MANHOLE # 18r. f �
W/ TYPE B-3 F/C�'
RIM = 668.09,r �I
I
TRUNK MAIN
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SEE SHEET 8
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/ :III I v III.
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PROP. MANHOLE #22
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RIM = 669.23
A
STONE GABLE LLC
DEED REF: 25874-429
TAX N0. 19353106
WILLIAMS RD
40' PROP. TEMPORARY
CONSTRUCTION EASEMENT
20' PROP. PERMANENT EASEMENT STA, 4+56. 16
PROP. MANHOLE #24
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I
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e
SSE FO
-7� SE
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PROP. MANHOLE #23
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I
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I
I
I
40' 0 40' 80'
HORIZONTAL SCALE
I
I
" (DESIGN)
ss
Point
Description
34
TR
24
POPLAR
35
TR
10
MAPLE
36
TR
12
PINE
37
TR
8
POPLAR
38
TR
10
MAPLE
39
TR
12
PINE
40
TR
22
POPLAR
41
TR
12
POPLAR
42
TR
26
POPLAR
43
TR
10
POPLAR
44
TR
12
PINE
45
TR
8
PINE
46
TR
12
PINE
47
TR
12
PINE
481
TR
12
PINE
49
TR
9
PINE
50
TR
12
PINE
51
TR
8
ASH
52
TR
10
PINE
53
TR
10
PINE
54
TR
12
PINE
55
TR
12
PINE
56
TR
12
PINE
57
TR
12
PINE
58
TR
12
PINE
591
TR
10
POPLAR
60
TR
10
POPLAR
61
TR
14
PINE
62
TR
12
PINE
63
TR
10
PINE
64
TR
14
PINE
65
TR
10
PINE
66
TR
9
GUME
67
TR
12
ASH
68
TR
10
PINE
69
TR
12
GUM
70
TR
14
PINE
711
TR
22
POPOLAR
72
TR
22
POPOLAR
73
TR
16
POPOLAR
74
1
14
POPOLAR
75
1
12
POPOLAR
76
TR
12
POPLAR
77
TR
10
PINE
78
TR
10
PINE
88
TR
8
ASH
89
TR
10
ASH
90
TR
9
ASH
143
TR
24
POPLAR
144
TR
14
POPLAR
145
TR
16
PINE
146
TR
12
14 POPLAR
147
TR
22
POPLAR
148
TR
22
POPLAR
149
TR
22
POPLAR
150
TR
36
POPLAR
151
TR
10
GUM
152
TR
24
HJCK
153
TR
18
HJCK
154
TR
30
HICK
155
TR
20
OAK
156
TR
10
ASH
157
TR
10
ASH
158
TR
12
MAPLE
159
TR
8
MAPLE
160
TR
26
OAK
161
TR
14
POPLAR
FUTURE MH PER TANFIELD SUBDIVISION
PLUG OUTGOING 8" LINE, CORE MH &
INSTALL RUBBER BOOT, CONNECT NEW
MAIN, REBUILD INVERT
PROJECT
LOCATION
RIVER BASIN: CATAWBA
ALL DISTURBED AREAS TO BE SEEDED,
FERTILIZED, AND MULCHED PER
DETAIL 4 (±26,281 SY)
LIMITS OF DISTURBED AREA IS EXTENTS OF
EDGE OF PAVEMENT TO TEMPORARY
CONSTRUCTION EASEMENT AND/OR
RIGHT-OF-WAY UNLESS OTHERWISE NOTED
TOTAL DISTURBED AREA = 5.50 ACRES
CHARLOTTE WATER CONTACT:
STEPHEN SCOTT
PHONE: [phone]
•
Know what's below.
Call before you dig.
MUNICIPALITY: CITY OF CHARLOTTE
NCDOT PERMIT NO: E102-060-17-8586
NCDENR PERMIT NO: MECKL-2018-041
DISTURBED AREA: 5.50 AC.
APPROVALS (SEALS)
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11 /10/2020
N.C.R.L.S. (AS BUILT)
N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601
A CITY OF CHARLOTTE DEPARTMENT

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MUNICIPALITY: CITY OF CHARLOTTE
NCDOT PERMIT NO: E102-060-17-8586
NCDENR PERMIT NO: MECKL-2018-041
DISTURBED AREA: 5.50 AC.
12"OAK �Q 8" A L \ \ \ I s' \ \ V A�0
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] CONSTRUCTION ACCESS POINTS
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7"' FROM SAM NEWELL RD (SR-3168) U'
�6
TO BE UTIL IZED EXCL USI VEL Y FOR
IACKAND BORE
CONSTRUCTION ACCESS #2 CONSTRUCTION ACCESS #3
SCALE: 1 "-40' SCALE: 1 "=40'
Vol
VICINITY MAP
N TS
RIVER BASIN: CATAWBA
ALL DISTURBED AREAS TO BE SEEDED,
FERTILIZED, AND MULCHED PER
DETAIL 4 (±26,281 SY)
LIMITS OF DISTURBED AREA IS EXTENTS OF
TEMPORARY CONSTRUCTION EASEMENT TO
PROPOSED PERMANENT EASEMENT
UNLESS OTHERWISE NOTED
TOTAL DISTURBED AREA = 5.50 ACRES
CHARLOTTE WATER CONTACT:
STEPHEN SCOTT
PHONE: [phone]
\ o E_PED
\ EIP
I
I
CONSTRUCTION ACCESS #4
FROM TORY OAK PLACE
STABILIZED CONSTRUCTION ENTRANCE PER
DETAIL 3
— A \
HENDERSON ELAM
DEED REF: 19229-322
\ \ TAX NO. 19353170
2310 TORY OAK PL
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CONSTRUCTION ACCESS #4
SCALE: 1 "-40'
40' 0 40' 80'
HORIZONTAL SCALE
A CITY OF CHARLOTTE DEPARTMENT

STEEL POST 6' MAX, STEEL POST
WEIR LENGTH (L)
0
FENCE POST (TYP) �` CLASS B EROSION CONTROL STONE
z � FILTER FABRIC
w
�
WOVEN FILTER FABRIC w
�m Q�
M
N4 � FLOW
wr_�I=r_mr
g' (TYP) �� 4' SILT CHECK FENCE
a IEIIITP'
mF
- ICI_ _ _ II'
'I II=III—III=III III —II I —III —II I—III=II I —I II=II I —I II=II I=I II=II I=I II=III=III=1 I II=III=11 IE
12" of No. 57 STONE
R
I m =mmT
N �III=III—III= � III-III-III-III-III-III-III-III-III-III-III-III-III=III=III 11=III=III=
I I -I I I —I I I —III I EEI I I=I I I=I I I=I I I=I I I=I I I -I I I=I I I=I I I=III—III—I I I —I I I —I I I —I =I I I —I I Ed
I I—III—III—III-.Li=III—III—III—III—III
ON UPSTREAM FACE
OF OUTLET
��
eJ�� NOTES:
— _III —III' I—III=III=III—III
FLOW
l PLAN
,
0 0. GRAVEL PAD TO BE 12'x 50' AND 6" THICK MINIMUM
/ MOH b. TURNI G RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS IS TO BE
PROVIDED,(
GENERAL NOTES:
) SHO
v�R� c PROVDECFbSR KAAXII UDMBUTILIITYABYDALOL
6" MIN F CONSTRUCTION VEHICLES.
1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
WEIR LENGTH (L)
d.
ITONMORE
BJILM D
THAN 30 DAYS,
�J� ICHPIREVIIN TRACKING
RECT LO��yy OF MMUD ONTO STREETS.
2. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
2
�� PERIODIC TdpDWITH STONE
COARSE AGGREGATE WILL BE NECESSSARY;ARY; G KEEP SOME HANDY.
TYPE. MAINTENANCE NOTES'
1
2-3" e. ANY MATERIAL WHICH STILL MAKES IT
3. TURN SILT FENCE UP SLOPE AT ENDS. 1, FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
jj�jj�jj�jj�jj�jj��j/�j/�j/�j/jj �jj�jj�j;�i;�jj�jj�jj��jj�\
Q'ToTHE ROAD MUST BE CLEANED UP
IMMEDIATELY,
NOTES: APPLICABLE AT ALL POINTS OF
4 ORANGE ADJACENT TO SAFETY FENCE(REFERO S�yIMHEN ABIUFFER G IS PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY,
SWIMFENCE
BUFFERSEQUIRED STREAMSTBACK OR WETLANDS(REFERSILT
FILTER FABRIC STONE OUTLET 18" '����`���%;�`�
\\\\ HIGH AT CENTER
TE IS
INGRESS ABILIZED, FREQU N NCHECTIL KS OF
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
ENVIRONMENTALLY SENSITIVE AREAS. OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
HIGH SILT
EXISTING GRADE SECTION ALONG FENCE
THE DEVICE AV, TI�y1ELY
MAINTENANCE MUST BE PROVIDED.
FABRIC SHALL BE REPLACED PROMPTLY.
CH
CHECK FENCE
5- DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE_
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX, HALF
CLASS B EROSION 1'-6"
6- SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6-62A NORTH CAROLINA THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
CONTROL STONE SILT CHECK
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
FENCE POST
EXISTING GRADE, PREPARED AND SEEDED.
12" OF N0. 57
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
MASHED STONE
AREAS OF CONCENTRATED FLOW.
FLOW 18" AT CENTER
FILTER FABRIC
NOT TO SCALE
SECTION ALONG FENCE
3 TEMPORARY CONSTRUCTION
•
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
TEMP 0 RA RY SILT FENCE rSTD. 0. REV.
2 TEMP 0 RA RY SILT FENCE OUTLET
ENTRANCE
(ILUU TTE_
INCILUDE0 CHARLOTTE ETJ
30.06A I4
FOR LATE WINTER AND SOIL AMENDMENTS:NOTES:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
EARLY SPRING:
1. THIS DETAIL IS FOR MINOR STREAMS OR DRAINAGE FEATURES OUTSIDE BACKFILL TOP OF BANK SECTION 3'-0"
AND 750 LB/ACRE 10-10-10 FERTILIZER
MECKLENBURG COUNTY S.W.I.V BUFFERS. SEE DETAIL SHEET E UNLESS OF MATTING WITH ON 6" TOPSOIL TOP OF BANK
SEEDING MIXTURE: ULCH:
RYE (GRAIN) - 120 LB/ACRE APPLY 4,000 LB/ACRE STRAW, ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
Q
OTHERWISE NOTED ON PLANS.
2. UPON COMPLETION OF WORK THAT INVOLVES TEMPORARY STREAM
ANNUAL LESPEDEZA (KOBE) - 50 LB/ACRE ANCHORING TOOL, A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
IMPACTS, STREAMBEDS ARE TO BE RESTORED TO PRE -PROJECT
(OMIT ANNUAL LESPEDEZA WHEN DURATION TOOL
ELEVATIONS AND WIDTHS USING NATURAL STREAMBED MATERIAL SUCH
HERBACEOUS
OF TEMPORARY COVER IS NOT TO EXTEND
THAT THE IMPACTED STREAM REACH MIMICS THE ADJACENT UPSTREAM
BEYOND JUNE) MAINTENANCE;
AND DOWNSTREAM REACH. THE IMPACTED AREA SHALL BE BACKFILLED PLANTS I I III I I (-
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
WITH NATURAL STREAMBED MATERIAL TO A DEPTH OF AT LEAST 12 (SWITCH GRASS)
SEEDING DATES: EROSION OR OTHER DAMAGE
INCHES OR TO THE BOTTOM DEPTH OF THE IMPACTED AREA IF
SHALLOWER THAN 12 INCHES,
JAN. 1 - MAY 1
SEED AND MULCH WITH
3, UPON COMPLETION OF WORK INVOLVING TEMPORARY STREAM BANK COIR NET OVERLAY I
IMPACTS, STREAM BANKS ARE TO BE RESTORED TO PRE -PROJECT ROLANKA BioD-MAT 70
APPROVED
SOIL AMENDMENTS:
FOR SUMMER:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
GRADE AND CONTOURS OR BENEFICIAL GRADE AND CONTOURS IF THE OR EQUAL
AND 750 LB/ACRE 10-10-10 FERTILIZER
ORIGINAL BANK SLOPE IS STEEP AND UNSTABLE.
I I I I INSTALL ANCHORS
SEEDING MIXTURE:
GERMAN MILLET - 40 LB/ACRE :
ULCH
OeA/ IN ACCORDANCE
I I WITH MANUFACTURES
(A SMALL -STEMMED SUDANGRASS MAY BE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SPECIFICATIONS
SUBSTITUTED AT A RATE OF 50 LB/ACRE) ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL
�5 I
SEEDING DATES;
MAY 1 - AUG, 15 MAINTENANCE:
SCOUR LINE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
�Q
EROSION OR OTHER DAMAGE
STONE RIP -RAP
SOIL FOR FALL: FOLLOW AMENDMENTS:
OW OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 1,000 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE:
I FILTER FABRIC,
RYE (GRAIN) - 120 LB/ACRE MULCH:
EMIRAFI
160NOR EQUAL
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SEEDING DATES: ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
AUG. 15 - DEC 30 TOOL
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN
MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50
24" MIN I II II I II I II OI I II I I II I II I I
� III III III III I
��
LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
Know what's below.
FOR ADDITIONAL INFORMATION, REFER TO NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (ESCPDM), SECTION 6.10.
Call before dl
FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF
you
y g'
FERTILIZERS, THE KINDS OF SEED, AND THE RATES OF APPLICATION OF LIMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPDM SECTION 6.11 AND
CREEK BED
THE CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 04200 SEEDING AND SODDING OF TURFGRASS.
CLASS 1 RIPRAP MINIMUM OF 24" THICKNESS COMPACTED
FOR STONE SIZE SEE SPECIFICATIONS. BACKFILL
•
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
4 T E M P 0 RA RY S E E DING SCHEDULE REV.
lNeLUDEO CHARLOTTE ETJ
30.17 9
6 S T R E A M B A N K STABILIZATION
APPROVALS (SEALS)
,,•��N CAR��'',,,
NOTES
1. REMOVE THE STRUCTURE WHEN NO LONGER NEEDED.
/ /
Q� F°°°SS/��
(NOT TO EXCEED 1 YEAR),
2. AS A MINIMUM, DESIGN THE STRUCTURE TO CARRY NORMAL
SEAL
0 6837
FLOW WHEN FLOWING HALF FULL.
_
0
II � 11010101 1 3. ENSURE THAT DESIGN FLOW VELOCITY AT THE OUTLET
WASHED STONE I-III=III=III-III=1
El101011-IIEI OF THE CROSSING STRUCTURE IS NON -EROSIVE FOR THE
EROSION CONTROL NOTES
° \
1=IIIE II111�0 RECEIVING STRECHANNEL,
E IIIII AM
EM
^
'�i'V V
= II I I IEEITI I IEEITI I IEEIT11
8. PER NPDES NCGO1, GROUND STABILIZATION ON PERIMETER AREAS AND
I I EI I EI I I -III -I I I
Ilr-IIIm111m111
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE NCDENR LAND SLOPES GREATER THAN 3:1 SHALL BE COMPLETED IN 7 DAYS. GROUND
- -
QUALITY SECTION, MOORESVILLE REGIONAL OFFICE. STABILIZATION ON ALL OTHER AREAS SHALL BE COMPLETED IN 14 DAYS.
11 /1 0/2020
SEEDING SHALL BE IN ACCORDANCE WITH THE PROJECT
N.C.P.E.
2. SET UP ON -SITE PRECONSTRUCTION CONFERENCE WITH EROSION CONTROL SPECIFICATIONS OR AS DIRECTED BY PLANS.
INSPECTOR OF THE LAND QUALITY SECTION, MOORESVILLE REGIONAL OFFICE [PH.
STREAM BANK =
663-16991 TO DISCUSS EROSION CONTROL MEASURES, FAILURE TO SCHEDULE SUCH 9. A PERMANENT VEGETATIVE COVER SUFFICIENT TO RESTRAIN
GAVEL & DORN ENGINEERING, PLLC.
-m111T 6" WASHED STONE
-ITIII=III=III=IIIIITIIIII1010I
III=III= EIIIEIII`� LINE CREEK BOTTOM WITH
I11-111-110101011
CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION ACCELERATED EROSION SHALL BE ESTABLISHED ON ALL DISTURBED
OF CHAPTER 18 OF THE CITY CODE AND IS SUBJECT TO FINE. CALL ERICH AREAS. TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED
SCHWEIBER AT 704-235-2148 TO ADVISE ON START DATE AND SCHEDULE A DURING ALL TIMES OF THE YEAR NOT SUITABLE FOR THE
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
IT=11�=111=111 1�.
11III
704-919-1900
EE-11 FILTER FABRIC.
111=111=111=III=1IEIIE111-�
IIEIII=III=III=III-III=III=111- i i TOP BANK pap 00
PRECONSTRUCTION MEETING. ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. ANY TEMPORARY
LICENSE NO. P-0601
111=111===m ffi1m-11 11 111--� 0 RIP RAP 000 0 0 0 0 0 0 000
m=m-m-m=m m m-
SEEDING THAT THE INSPECTOR DETERMINES AS FAILING WILL BE
11=1II=111=111=III=111-II II III F
-=TmT =m=m--m=m= m 1/2 PIPE DIA, OR 12"
3. CONTRACTOR SHALL PREVENT EROSION OF SOIL AND SEDIMENTATION ON THE SITE RE -SEEDED UPON NOTIFICATION OF THE CONTRACTOR.
11=1I1=1 11EE-=I1r-IT=1T-1III-III=III=11 WHICHEVER IS GREATER.
1=III-IIEIIE
AND ON ADJACENT PROPERTY RESULTING FROM HIS CONSTRUCTION ACTIVITIES.
I-111-I I L=I I L-I I L=1 I L-III_
11=11 1101L-1011 RING FILTER AS REQUIRED BY INSPECTOR. RIP RAP
EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON PLANS SHALL BE 10.AT THE COMPLETION OF THE WORK OR AT SUCH TIME AS THE ENGINEER,
— — — — — — — — — —
INSTALLED PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES. OWNER, AND STATE REGULATORY AGENCY DETERMINE THAT
_ — — — — — — — —
THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES UNTIL THE ADEQUATE PERMANENT EROSION CONTROL MEASURES HAVE BEEN
CHARLOTTE CHARLOTTE WATER
COMPLETION OF CONSTRUCTION AND APPROVAL BY THE ENGINEER TO REMOVE. ESTABLISHED, THE CONTRACTOR SHALL REMOVE THE EROSION
CONTROL MEASURES AND DISPOSE THEM OFF SITE.
W6T E RCHARLOTTE
4. CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO PREVENT TRACKING
, NORTH CAROLINA
MUD/SOIL ON ACTIVE ROADWAYS. ANY MUD/SOIL TRACKED ON ROADWAYS SHALL BE
NOTES: SEE NOTE 2
CLEANED DAILY.
1. ADDITIONAL MEASURES MAY BE REQURIED PER THE CITY ENGINEER
824-10-570 122
BASED ON SPECIFIC SITE CONDITIONS.
5. EROSION CONTROL MEASURES WILL BE INSPECTED DAILY BY THE CONTRACTOR.
Job No. File No, MATTHEWS COMMONS GRAVITY SEWER
EROSION CONTROL MEASURES IN NEED OF REPAIR WILL BE REPAIRED BY THE
Scales
CONTRACTOR PRIOR TO CONTINUING WITH THE PROJECT WORK.
4 11 /10/20 MLH REVISIONS PER NEW WETLANDS INFORMATION PLAN -
6. IF EROSION CONTROL MEASURES, IN ADDITION TO THOSE SPECIFIED AND REQUIRED
PROFILE -
r.
A
NOT TO SCALE
ON THE DRAWINGS, ARE REQUIRED BY THE ENGINEER DUE TO THE ACTION OR
4/6/20 WT ADD TANFIELD EXTENSION
PROCESSES OF THE CONTRACTOR, ALL COST SHALL BE AT THE CONTRACTOR'S
Vert,
Vert,DETAILS
•
CITY OF CHARLOTTE
EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER.
Q 7/10/19 RHK HART & HICKMAN PLAN REVIEW COMMENTS
LAND DEVELOPMENT STANDARDS
(DTEVPORARY STREAM CROSSING sTD. o. REV.
7. FOR ON SITE TEMPORARY STOCKPILE OF SOIL MATERIAL THE CONTRACTOR MUST
AS Built Dote
Q 5/2/19 RHK REVISE EASEMENT PARCEL 2 & 4 Sheet Of
��TTE-
INCLUDED CHARLOTTE ETJ
30.14
INSTALL SILT FENCE CONTAINMENT AREA IN ACCORDANCE WITH CLDS 30.06A.
CW MGL MGL SMM
1 2 13
No. Date By Revision Surveyed By Designed By DroWn By Project-Engr Approved By Date
A CITY OF CHARLOTTE DEPARTMENT

Typical Wetland Restoration Plan
ZZ
Use a shovel or power -driven auger
(10 to 14 inch diameter bit) to plant hardwood seedlings that
have a large or wide spreading root system.
CORRECT METHOD:
Step A. Dig hole slightly larger (wider) than the root system is,
when spread out.
Step B. Place the seedling in the center of the hole and spread
the roots in a natural manner.
Roots should not be bunched or twisted. Seedlings should be
Legend
planted about 1-inch deeper than they
grew in the nursery.
Temporary Construrtion Easemuni
Step C. Backfill the hole and firmly pack soil around the roots to
Permanent Sewer Easement
eliminate air pockets.
Bottomline: Make The Hole Big Enough To Fit The
i� Impacted Watland
Seedling.... not the seedling fit the hole.
� Tree
16 Shrub
—••—• Sewer Line
NOTE: A miniumum of four tree species and four shrub species should be slelected
to revegetate the appropriate
areas. Native plants with the same NWI classification ratiing may substituted due to availability. Vegetation
planting/replanting should be conducted between November 15 and March 15,
FORESTED WETLAND RESTORATION:
1. All cleared forested wetlands (except for those located in the permanent maintained easement) Q
will also be reforested with native bare -root trees or live stakes as appropriate. Trees will be
planted in naturalistic drifts at an average spacing of 10-foot centers for an overall average
density of 450 trees per acre.
If containerized plants (1 gallon) are used they shall be a minimum of one year old with a
height of 12-24 inches tall, with a root collar diameter (base of stem) of 1/4 - 3/8.
2. Areas to be reforested shall be hand cleared to remove construction debris and rocks (larger
than 6 inches in any dimension). Plants shall be planted in random mixtures of species which
may include the following species:
Trees
a. ironwood (Carpinus caroliniana)
b. box elder (Acernegundo)
c. willow oak (Ilex verticillata)
d. sycamore (Platanus occidentalis)
e. green ash (Fraxinus pennsylvanica)
f. red maple (Acerrubrum)
g. persimmon (Diospyros virginiana)
h. sourwood (Oxydendrum arboreum)
i. black willow (Salix nigra)
Shrubs
a. silky dogwood (Corpus amomum)
b. elderberry (Sambucus canadensis)
c. silky willow (Salix sericea)
d. beauty berry (Callicarpa americans)
e. tag alder (Alnus serrulata)
f. arrowwood (Viburnum dentatum)
g. sweet pepperbush (Clethra alnifolia)
h. elderberry (Sambucus canadensis)
i. pepperbush (Clethra alnifolia)
j. spicebush (Lindera benzoin)
k. doghobble (Leucothoe racemosa)
I. buttonbush (Cephalanthus occidentalis)
3. A minimum of four shrub species and four tree species should be selected to revegetate the
appropriate wetland areas.
4. All areas with a survival rate of less than 300 plants per acre after one full growing season
shall be replanted to achieve this final planting density.
5. Remove from the site all removed vegetation, rock debris, and surplus materials resulting from
the work.
O FORESTED WETLAND RESTORATION
HERBACEOUS WETLAND RESTORATION:
1. All impacted wetland areas will be returned to their original pre -construction grade
and will be seeded with temporary and native wetland vegetation seed mixes, as
summarized in the following table.
Permanent Riparian & Wetland Seed Mix (apply at 25 Ibs/acre)
Common Name
Botanical Name
Swamp Mi I kvveed
Panicum rigidul um
Jue Pye Weed
Sch i zachyri u rn smpan urn
Scarlet rose mallow
Coreopsis lanceolate
Cardinal flower
Chamaecristafasciculata
Soft rush
Juncus effuses
Pennsylvania Smartweed
Palygonum pensylvanicum
5witchgrass
Panicum virgatum
Fox sedge
Carex vuIpinuidea
Showy Tickseed Sunflower
Bidens aristosa
Soft rush
Juncus effuses
Pennsylvania SmartweEd
Polygonum pensylvanicum
Red -top panicgrass
Panicum rigidulum
Little blue stem
Sch I zachyri urn scoparium
Lanceleaf tickseed
Coreopsis lancealata
Partridge pea
Chamnecrista fasciculata
Black-eyed susan
Rudbeckia hirta
Beaked Panicgrass
Panicum anfeps
River oats
Chasmanthi um latifolium
aeertongue
Dichanthel ium clandestinum
Virginia wild rye
Elymusvirginicus
Tickseed sunflower
Bidens aristosa
O HERBACEOUS
I►:
K
Temporary Seed Mix
Rye (grain) 1201b/acres
Annual Iespedeza (Kobe in
3ead Mixt4l•e
piedmont & Coastal
Plain, Korean in Mountains) 50
Ibs/acre
SeecIng _)�tes
Januarylst—May 1st
Apply Iirrlestone and fertilizer
per sail tests, or 2000 1 bs/acre
SeedingAmen^nients
limes -one and 750lbs/acre 10-1
10 ferti I i ze r
Seed Mixtu ,e
54rma n millet 40 1 bs/acre
Seed! ng Dates
May 15t —August 15th
Apply limestone and fertilizer
per soil tests, or 2000 1 bs/acre
Seeding Amendments
limestone and 7501bs/acre 1a1
10 ferti I i ze r
Seed Mixture
Rye (grain) 120 Ih/acre
SeecIngDates
August15th DecemberMh
Apply limestone and fertilizer
per soil tests, or 2000 1 bs/acre
SeedingAmencments
limestone and 100D Ibs/acre in-
1&10fertilizer
All areas with a survival rate of less than 300 plants per acre after one full growing
season shall be replanted to achieve this final planting density.
Remove from the site all removed vegetation, rock debris, and surplus materials
resulting from the work.
WETLAND RESTORATION
V Know what's below.
Gall before you dig.
APPROVALS (SEALS)
�N°°CAROB'%,;
O� °FOSS%� ':
° Gov=
° SEAL °
6837 0 =
o _
o° °o
/V
11 /10/2020
N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601
CHARLOTTE CHARLOTTE WATER
WATER CHARLOTTENORTH CAROLI A
824-10-570 122
Job No. Scales File No, MATTHEWS COMMONS GRAVITY SEWER
PLAN —
PROFILE
Hor. —
Vert, DETAILS
FAI
Pit. DUlll UU IC
11/10/20 MLH REVISIONS PER NEW WETLANDS INFORMATION CW I MGL MGL SMM
No. I Date I By
Revision I Surveyed By I Designed By I Drown By I Project—Engr I Approved By
Sheet Of
Date 13 1 f
A CITY OF CHARLOTTE DEPARTMENT