20210038 Ver 1_Pre-Filing Meeting Request_20210105

ID#* 20210038
Version* 1
Regional Office* Mooresville Regional Office - [phone]
Reviewer List* Alan Johnson
Pre -Filing Meeting Request submitted 1/5/2021
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
Megan Bollero
[e-mail]
McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement
Irene Okioga
Mecklenburg
Street Address
600 E 4th Street
Address Line 2
aty
Charlotte
Rbstal / Zip Code
28202
Is this a transportation project?* r Yes r No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
r- Individual Permit r- Modification
r- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
State / Frovince / Region
NC
Country
USA
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below. *
New sewerline installation to help support the growing population in
the Charlotte Metro area. There will also be bank stabilization in
areas of McMullen Creek. There are proposed wetland and stream
impacts. The most current plans are attached below, as well as our
wetland delineation map and photopage.

Please give a couple of dates you are available for a meeting.
Please attach the documentation you would like to have the meeting about.
Combined Site Plans 121820.pdf 13.31 MB
Fig u re8A_JD. pdf 990KB
Figure8B_JD 11x171.pdf 6.58MB
Figure8C_JD.pdf 286.13KB
McMullen Creek Tributary_Photopage - Google
2.19MB
Docs.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 1/5/2021

LEGEND
ASPHALT DRIVEWAY (PROFILE)
BRIDGE
BUILDING
CHECK DAM STD. 6.83
CONCRETE DRIVEWAY (PROFILE)
CURB & GUTTER
DITCH, CREEK OR BRANCH
EDGE OF PAVEMENT
EXISTING FIRE HYDRANT
EXISTING GAS MAIN
EXISTING GAS SERVICE
EXISTING IRON PIN
EXISTING L SANITARY SEWER
EXISTING SANITARY SEWER MANHOLE
EXISTIN& L 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
PROPOSE@ L SANITARY SEWER
PROPOSED SANITARY SEWER MANHOLE
PROPOSES L 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
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
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CHARLOTTE
W(�T E R
CHARLOTTE, NORTH CAROLINA
IOvVffiml OVA&MOMM" , I
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Q U A I L Hu'&� L Lue� Ni
PRELIMINARY PLANS NOT FOR CONSTRUCTION
U R E E K T R I B 1�1[ TAR 'T_ AT
REPLAUEMENT i u i•
INDEX
OF SHEETS
SHEET NO. 1
COVER SHEET
SHEET NO. 2
PLAN & PROFILE - STA 0+00 - 10+00
SHEET NO. 3
PLAN & PROFILE - STA 10+00 - 20+00
SHEET NO. 4
PLAN & PROFILE - STA 20+00 - 30+00
SHEET NO. 5
PLAN & PROFILE - STA 30+00 - 40+00
SHEET NO. 6
PLAN & PROFILE - STA 40+00 - END
& LATERAL REROUTE
SHEET NO. 7
PLAN & PROFILE - GLENEAGLES - STA
0+00 - E N D
SHEET NO. 8
MCMULLEN CREEK RELAY - STA 0+00
- END
SHEET NO. 9
PIPELINE REHABILITATION PLAN (1)
SHEET NO. 10
PIPELINE REHABILITATION PLAN (2)
SHEET NO. 11
PIPELINE REHABILITATION PLAN (3)
SHEET NO. 12
PIPELINE REHABILITATION PLAN (4)
PROJECT NAME
APPLICATION FOR NON -DISCHARGE PERMIT
GRAVITY SEWER MAIN EXTENSION
CHARLOTTE WATER
PROPOSED 12" AND 15" SANITARY SEWER TO SERVE CREEK BASIN
MCMULLEN CREEK TRIBUTARY AT QUAIL HOLLOW
CLTWater PROJECT NO.:
PROJECTTYPE: XNEW CONSTRUCTION ❑RELOCATION ❑MODIFICATION OF PERMIT NO
OTHER
VOLUME OF WASTEWATER GENERATED BYTHIS PROJECT:
ON 190 GAL/DAY/SINGLE FAMILY HOUSEHOLD X * HOUSEHOLDS OR
135 GAL/DAY/MULTI-FAMILY UNIT X * UNITS OR IS BASED ON :
GALLONS PER DAY BASED
WASTEWATER TREATMENT PLANT RECEIVING WASTEWATER:
❑ 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 ❑ SUBDIVISION ❑ COMMERCIAL
0 �G� ❑ SCHOOL ❑ INDUSTRIAL
❑ APARTMENTS/CONDO'S ❑ OTHER
Z LIST ANY PARAMETER AND ITS CONCENTRATION THAT WILL BE GREATER THAN NORMAL DOMESTIC LEVELS:
W
NONE
QW IF WASTEWATER IS NON -DOMESTIC, DESCRIBE LEVEL OF PRETREATMENT:
1 0 N/A
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NOT TO SCALE
DESIGN COMPANY: Gavel & Dorn Engineering, PLLC
PLANS PREPARED BY: JASON DORN, P.E
ADDRESS: 6730 FREEDOM DRIVE, CHARLOTTE, NC 28214
PHONE: [phone]
DATE DESIGN COMPLETED: -
SURVEY COMPANY: LANDTEC
SURVEYED BY: -
ADDRESS: 11657 ROZZELLES FERRY RD
PHONE: [phone]
DATE SURVEY COMPLETED: -
DEVELOPER: -
ADDRESS: -
PHONE: -
CONTRACTOR: - ATLANTIC COAST
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
PIPE DIAMETER OF SEWERS IMMEDIATELY DOWNSTREAM INCH
HAS ENGINEER DETERMINED THAT NC DEM AND CLTWater MINIMUM DESIGN STANDARDS ARE MET BY THIS
PROJECT? RYES ❑ NO
COMPLETE NAME AND ADDRESS OF ENGINEERING DESIGN FIRM:
CHARLOTTE WATER
5100 BROOKSHIRE BOULEVARD
CHARLOTTE, NORTH CAROLINA 28216
TELEPHONE [phone]
PROFESSIONAL ENGINEER'S CERTIFICATION:
I, ??? -,ATTEST THAT THIS APPLICATION FOR PROP. 8" SANITARY SEWER TO SERVE
??? 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 ITTO 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:
NCDEQ PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
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 = ACRES
CHARLOTTE WATER CONTACT:
TESHA OKIOGA
PHONE: [phone]
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
ISSUED
JOSEPH C WILSON, P.E., CHIEF ENGINEER
APPROVAL SEAL
N.C.P.E.
SUMMARY OF SEWER MAINS & MANHOLES
SIZE I LENGTH II SIZE I LENGTH
811
12"
15"
TOTAL NO. OF MANHOLES: 14
TOTAL NO. LOTS SERVED:
PROJECT NAME: MCMULLEN CREEK TRIBUTARY AT
QUAIL HOLLOW - REPLACEMENT SEWER
INSPECTOR: -
INSIDE CHARLOTTE: ayES ( ) NO:
TOPO NO: -
No, I Dote I By
Revision
JOB NO: FILE NO:
DATE OF ACTIVATION:
DATE AS B U I LT: BY:
A CITY OF CHARLOTTE DEPARTMENT

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Property Owner Information
Parcel No
PID
Owner Last
Owner First
Propery Address
Deed Ref
OF MECKLENBURG HEYDON
61
20922380
NA
26428-124
HALL HOMEOWNERS ASSOC
ASSOCATION HEYDON HALL
63
20922381
NA
24046-84
HOMEOWNERS
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GRAPHIC SCALES
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1 inch = 40 ft 1 inch = 4 !t
PRELIMINARY PLANS -
NOT FOR CONSTRUCTION
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDEQ PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY. CHARLOTTE
DISTURBED AREA: AC.
APPROVALS (SEALS)
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

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556.1
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DEED REF: 26800-620 56�00p
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PERENNIALSTREAM ssF
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/ \ �� �' EXIST. 4" SEER
/ EXIST. 15 SANITARY 5�5�900 — — /
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SEWER EASEMENT (TYP.) 56�0-k0 A\ \ V
PROP. 30' PERMANENT
- _ � \
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/ / DRAIN INLET :: �.::
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PROP. TEMPORARY = ./ / / / - - - - - -
V / / / A \ / — IL HOLL
CONSTRUCTION : � / / / / / , 57�-000 / � - i � - - � _ _ COU�I 6 B � -
:..::.:.:::..: .. TEMPORARY �.� V A / / / / / / / / A _ - _ - - - - - - ,
.� STREAM CROSSING - - _ EASEMENT TO MATCH 57 o0o i / /57-1
GAS EASEMENT (TYP.) / / / / / / - - -
/ DEE-D REr-02437-
�� / / / / �57��000 57�000 / � I � / / // — _TAX F7tRCE1I�1D�0�-56T61
PER CLDS DTL 30.14 �75-60oZ GOLF TEE-
/ EXIST. FENCE (TYP.) / - - A ,- - / / / \ / \ , - - - - - _ - PROTECT EX. TREES -
EXIST. 12" HIGH PRESSURE - - - - / 500/0 I $7g OVO
GAS LINE (APPROX. / 56 ood / / / / V - / / / / / / J Ao / -
4635 SMITHF-tELD.C-HURCH RvD A V 1 l \) - / _ LOCATION) (TYP.) / / ! vI I �� ° _
DOR03H-Y HARRIS-
DEED REF: 249881
TAX PARSEL-NO: 20922201
VICINITY MAP
N TS
i
•
0
V Know what's below.
Call before you dig.
GRAPHIC SCALES
HORIZONTAL VERTICAL
0 20 40 0 2 4
1 inch = 40 ft 1 inch = 4 !1„
PRELIMINARY PLANS -
NOT FOR CONSTRUCTION
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDEQ PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: AC.
APPROVALS (SEALS)
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

21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00
10
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_TAX-PA&CECNO: 20938-208
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ssF v --� v � �'� � �
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v F o.�... v v \ �. A—
v ss v RIM = 570.42 v Lateral Reroute: STA. 0+00 MH 3ssss
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\ v .. ExIST.15' SAN ITARY v s OPROP. MANHOLE # 11 81 s
A —
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V 5i0 .iS9S • � - - - y� . �!�� / / - .h �O atu.. l l
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STA. 20+87.53 � � � \F
PROP. MH #8
RIM ii 0s.3d. �c / — — — _ / TEMP. STREAM CROSSING
= 567.71 V l ��� E PER CLDS DTL 30.14
— — — — —
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--
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XPARCEL N0:2095610�-
57W00
VICINITY MAP
N TS
-1
i
t iV Know what's below.
Call before you dig.
GRAPHIC SCALES
HORIZONTAL VERTICAL
0 20 40 0 2 4
1 inch = 40 ft 1 inch = 4 ft
PRELIMINARY PLANS -
NOT FOR CONSTRUCTION
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDE0 PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: AC.
APPROVALS (SEALS)
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

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38-Os I.
PROP.TEMPORARY
CONSTRUCTION EASEMENT (TYP.)
3201 SEVEN EAGLES
PERRY & SALLY MORGAN PERRY
DEED REF: 19896-565
TAX PARCEL NO: 20938207
c EXIST. 4" SEWER
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Property Owner Information
Parcel No
Owner Last
Owner First
Propery Address
Deed Ref
PID
53
SEVEN EAGLES HOMES ASSOCIATION
C/O THE HARRIS LAND CO
NA
25991-859
20938298
54
THE HARRIS LAND COMPANY
NA
06144-067
20938205
55
HARRIS LAND CO (THE)
NA
06144-067
20938299
STA. 36+98.82
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EXIST. MH 240028
RIM = 581.88 — ' —
56
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\ 8443 WINGED BOURNE
�MH-240028 J R III I HENDRICK & ROBERT RICE
" 11�all
�N�S 3.3 DEED REF: 16508-286
INV. OUT 573.1 TAX PARCEL NO: 20938203
A
EXIST. 4 / \
\ _ _ SERVICE (TYP.) \
A. 40+87.24
'IST. MH 24004
N = 585.94
VICINITY MAP
N TS
i
•
0
V Know what's below.
Call before you dig.
GRAPHIC SCALES
HORIZONTAL VERTICAL
0 20 40 0 2 4
1 inch = 40 ft. 1 inch = 4 ft.
PRELIMINARY PLANS -
NOT FOR CONSTRUCTION
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDEQ PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: AC.
APPROVALS (SEALS)
N.C.R.L.S. (AS BUILT)F-
N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
• 704-919-1900
LICENSE NO. P-0601

PROJECT AREA
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/ — \�\V�I t PROP. 15' TEMPORARY
� A \\I VA
CONSTRUCTION EASEMENT (TYP.)
8410 EAGLE GLEN 0
—
/ — — — MICHAEL-KAHN
— — — DEE01REF: 25451-337 — — — — — — — — 0
TAX PARCEL N0:-20938232 — 0
-------5-40-003--
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PROP.30 PERMANENT 58 000 i i 3�.... ........... \
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ss 50 PROP. MANHOLE #11 (TYP.)
3219 SEVEN EAGLES RIM — 57J.96 —
ERIC D ALPERT �' �$' ®©© $TA. 2+26.35 \
DEED REF: 04999-861 EXIST. SANITARY OP. MH # � A 0 R12
TAX PARCEL No: 20938208 SEWER PIPE TO REMAIN (�5,006) n-75-000 RIM = 570.42
IN PLACE (TYP.) 49 A
j 32-37 SEVEN EAGL D A
x 5 00 EXIST. PROPERTY
— _ — 1.INDA M HEIaDRICK - LINE (TYP.)
_DEED R€F-11540-442 A A
— — J fa — TAX PARCEL NO: 20938209
— — — — — — — — — PROP. 15 TEMPORARY \ \
CONSTRUCTION EASEMENT (TYP.)
/,7
8 C— - CONTRACTOR TO VERIFY INVERT ELEVATION OF
©/ a = _ — _ — ,� �J — EXISTING LATERAL PRIOR TO CONSTRUCTING NEW — A
MAIN AND CONSULT WITH ENGINEER REGARDING
INCREASING SLOPE AND/OR RAISING DOWNSTREAM
INVERT ELEVATION OF PROPOSED MAIN.
Rp.
4IL HOLLOW
p'/ CN GOLIF COURSE
VICINITY MAP
N TS
i
•
0
V Know what's below.
Call before you dig.
GRAPHIC SCALES
HORIZONTAL VERTICAL
0 20 40 0 2 4
1 inch = 40 ft 1 inch = 4 !t
PRELIMINARY PLANS -
NOT FOR CONSTRUCTION
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDEQ PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: AC.
APPROVALS (SEALS)
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
CHARLOTTE CHARLOTTE WATER
WVTER CHARLOTTE NORTH CAROLI A
N N
Scales
PLAN 1" = 40'
PROFILE H or. 1" = 40'
Vert.
1" = 4'
MCMULLEN CREEK TRIBUTARY
AT QUAIL HOLLOW
REPLACEMENT SEWER
STA 40+00 TO END
& LA TERAL TO SERVE
3237 SEVEN EAGLES RD
No. I Date I By
Revision
LANDTEC
Surveyed By
SRK
Designed By
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0+00 1 +00 2+00 3+00 4+00
12" SANITARY SEWER MAIN PROFILE
SCALE: 1 "=40' HORIZ.
1 "=4' VERT.
_ACE SILT FENCE (STD. POTENT/AL MH-241128
ETAIL 6.62) AND OTHER ADDITIONAL RIM 592.90
ZOSION CONTROL
DREDGE AREA INV IN 586.5 (LAT)
EVICES AS REQUIRED. MINIMUM AREA (f2420 SO. FT.) INV OUT 586.
NEEDED TO INSTALL SANITARY SEWER
PORTABLE COFFER EASEMENT
DAM (f2550 SO. FT.) B 21D PG o (MB 21 PG 867�
8 7) 0PSDE (MB
1 PG 867)
45 EDGE OF WATER
OUTLET STRUCTURE
EXIST.8 SANITARY
O,� RIM ELEV. 580.15
SEWER PIPE TO REMAIN
IN PLACE (TYP.)
I' ..NE W
1
RIP/RA
CONC. FL ME
SURFACE (TYP.) IN 8.0 INV 578.7
\
3810 GLENEAGLES RD -
EXIST. SANITARY QUAIL HOLLOW #3 MH-24 24�
SEWER EASEMENT HOMEOWNERS ASSOC P ND RV IM 5W)
95�/ ! /
(TYP.) DEED REF: 06012-528 y ATER E V. 580.15 INN 76. (N
TAX PARCEL NO. 209115
STA. 0+00 1 0
TER
XIST, MH 241121�
RIM - 582.32
BEGIN CONSTRUCTION,/�/ s
STA. +28.36
CORE EXIST. MANHOLE, � � � � s FIBER OPTIC LINE (TYP.)
INSTALL RUBBER BOOT, & EXIST. MH 24112 ��
PLUG EXIST. 12" MAIN RIM
6 H- 126
EXIST. SAN. SEWER PIPE I V 1 576.4 (N}� RIM 0.28
20' SANITARY IN IN (W) IN IN 584.7 SS
TO BE ABANDONED SEWER EASEMENT IN U5 5.2� IN 579.4 (o. DROP)\
J� _ • 1 331 3D1 3 O WATER VAULT
CONC. FLUME pQ RIM 589.28
.. ' 6.- / LQ INV OUT 584.0
-- - -J 18" RCP
SSE 2.28.
;S MH-2411 6
RIM 582.12
15c,15' SANITARY INV IN 577.2 (SE)
SEWER EASEMENT INV IN 574.6
(MB 18 PG 157) INV OUT 574.6
PROP. 10' PERMANENT J
EASEMENT (TYP.)
PROP. 20' TEMPORARY -
CONSTRUCTION EASEMENT (TYP.)
194.04' PE
--INV � 15
TCE� _ ....... /
STA. 2+ 15.40 /
ROP. MH # 10
RIMS 585.95..+
15' PSDE (MB
PROTECT CONC. FLUME-/:::::::�
18 PG 157) & REPAIR AS NEEDED /�
n°� FIBER OPTICS
STA. 0+21.3$ (APPROX. LOCATIO
46 47 ROP. MH # 1 A
3900 SEMINOLE CT RIM = 584.33
3904 SEMINOLE CT GREGORY A CURRIE &
WILLIAM 0 L HUTCHINSON JENNIFER M CURRIE
DEED REF: 33342-826 DEED REF: 33016-421 N08'38'10"W
TAX PARCEL NO. 20921147 TAX PARCEL NO. 20921148 21.35'
STORM DRAINAGE
PROPERTY S 48
LINE (TYP.) EASEMENT (TYP.) �pl/ �p
3901 SEMINOLE CT
GRAPHIC SCALES / DAVIID L F&
BETTY RANCS
H RIZONTAL VE CAL oS �o
�/ DEED REF: 2
0 20 40 0 4 TAX PARCEL NO. 0.209210921149
�pS
1 inch = 40 fL 1 inch = 4 fL
MH-241121
RIM 582.32
INV IN 580.3 +/- (LAT)
INV IN 575.0
INV OUT 574.8
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T 578.3
1 2'10"W
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WATER BLOW -OFF
CONC, CONTAINMENT
STRUCTURE
CONSTRUCTION ACCESS
DRIVE (SEE THIS SHEET)
END CONSTRUCTION, CORE EXIST.
MANHOLE, INSTALL RUBBER
BOOT, & PLUG EXIST. 12" MAIN
v
DC TIO
EDGE -OF -PAVEMENT (TYP.)
GAS MAIN (TYP.)
BACK -OF -CURB (TYP.)
- SIDEWALK (TYP.)
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GRAPHIC SCALES
HORIZONTAL VERTICAL
0 10 20 0 1 2
1 inch = 20 ft 1 inch = 2 fL
0+00 1 +00
ACCESS DRIVE PROFILE
SCALE: 1 "=20' HORIZ.
1 "=2' VERT.
EXIST. CURB TO REMAIN
I /1., r.... P% 0% I A
PROP. SLOPE 2:1 -'
EDGE OF WATER
SURFACE (TYP.)
PROP. TEMPORARY
CONSTRUCTION EASEMENT (TYP.)
EDGE -OF -PAVEMENT (TYP.)
GAS MAIN (TYP)
PRELIMINARY PLANS -
NOT FOR CONSTRUCTION
PROP. SLOPE 1.5:1
qA
_a
PROP. PERMANENT
EASEMENT (TYP.)
9
2+00
Rp.
QUAIL HOLLOW
GOLF COURSE
VICINITY MAP
N TS
•
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Call before you dig.
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDEQ PERMIT NO: NIA
NCDOT ENCROACHMENT NO: N A
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 0.47 AC.
APPROVALS (SEALS)
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
CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE NORTH CAROLI A
Scales
PLAN 1'=40'/1 "=20'
PROFILE
Vert. 1 "=4'/1 "=2'
LANDTEC MLH
Na. Dote By Revision Surveyed By Designed By
MCMULLEN CREEK TRIBUTARY
AT QUAIL HOLLOW
GLENEAGLES ROAD
SEWER RELOCATION & ACCESS ROAD
IV1LH JLD Sheet Of
7 21
Drawn By Project-Engr Approved By Dote

EXIST. 12" HIGH PRESSURE "G
wV A
GAS MAIN (TYP.) \ \ \ \ \ � � `` /
STA. 1 +65.96 /�� v /� o
PROP. MH 1 ::::: EXIST. 35' GAS
EASEMENT (TYP.)
X
PROP. TEMPORARY CONSTRUCTION GLEN�G�� Rp.
EASEMENT (TYP.) \1 �
\ / 1
l I FEMA 100-YEAR
QUO/� HOIIOW Alignment: $TA. O+ O 32
DEED REF: 02437 571 FLOODPLAIN (TYP.) I QUAIL HOLLOW
Exist. McMullen Creek Trunk: STA. 0+00 o GOLF COURSE
3700 GLENEAGLES RD
PROP. MANHOLE 241402
RIM = 551.00 QUAIL HOLLOW
0
/ COUNTRY CLUB
/ EXIST. MH 24 1444 3d �G
PROP. 50 PERMANENT EASEMENT (TYP.) TAX PARCEL N0: 20956101 RIM = 556.30
EXIST. 30' SANITARY PROJECT AREA
�..:..:.
r7
.� SSE
SEWER EASEMENT (TYP.)
Q�Ow
—SSA
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ss Z
_ J W 3S5
3d add E �SS
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/ \ — SSE 3d 3dM3d = 551.1 3d 3d —/ / — / SS S SS �1SS 3SS
SSE SSE — SSE SSE / �. / \ SS i 3S5 Q
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ss s / �i SS Ss / ss_ — — 3ss —
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3ss ss 3SS/// 3SS 3SS — — — , —
ass ]SS 3SS 3ss 3SS-2�l/
EXIST. MH 241410
— RIM = 554.7
FEMA COMMUNITY
ENCROACHMENT
FEMA FLOODWAY
BOUNDARY (TYP.) _ Know+ what's below.
LINE (TYP.) gall before you dig.
�330
GRAPHIC SCALES
HORIZONTAL VERTICAL
0 20 40 0 2 4
//I 1 inch = 40 ft. 1 inch = 4 ft.
!1E'7 ss �
s I
4909 LINDSTROM DR
SS �FFM DR
BRUuuCE W LOCK JACOB DEED REF: FOREMAN 52
// / / / DEED RF 378-391 TAX PARCEL NO. 20933245
4851 LINDSTROM DR SS
/ �� SS PAUL C GIBSON TAX PEL O. 20933244
DEED REF: 06902-396
TAX PARCEL NO. 20933243 A
ASS ��—�W843ALINDSTR�O WAR 4917 LINDSTROM LL LISA M HOOD DR SS
ED D R��1�(5)72
52 955� DEED REF: 09618-723
4835 LINDSTROM DR TAX PARCE0933� 2TAX PARCEL NO. 20933246
STANLEY PAUL ROSTAS
S DEED REF: 06998-310
S / TAX PARCEL N0. 20933241
S �� / / 4'j�5 IN ROM DR
I l 11 4827 LINDSTROM DRf-7-7� _...
PROP. 20' PERMANENT I
�� FEMA 100-
EASEMENT (TYP.) "' 32 FLOODPLAININ (TYP.) PRELIMINARY PLANS
/EXIST.15'SANITARY a 3700 GLENEAGLESRD NOT FOR CONSTRUCTION
SEWER EASEMENT (TYP.) �a ti'' QUAIL HOLLOW l
COUNTRY CLUB 1
DEED REF: 02437-571 /
TAX PARCEL NO: 20956101 /
ti �, FEMA COMMUNITY
ENCROACHMENT / CONSTRUCTION SHALL BE IN ACCORDANCE WITH
a — BOUNDARY (TYP.) / CHARLOTTE WATER STANDARD SPECIFICATIONS.
Prop. McMullen 301n Relay: STA. 0+00 — — — — �� � PROP. 30' TEMPORARY NCDEQ PERMIT N0:
Exist. McMullen Creek Trunk: STA. 12+87.66 3?1: 331... 4 CONSTRUCTION EASEMENT (TYP.) � NCDOT ENCROACHMENT NO:
PROP. 50 PERMANENT PROP. MANHOLE241449
EASEMENT (TYP.) #�-. TCE. MUNICIPALITY: CHARLOTTE
RIM = 551.23 s... —�_
TCE.DISTURBED AREA: AC.
EXIST. 30' SANITARY .
SEWER EASEMENT (TYP.) 3d 3dSSF �Rc 451
E
3d — 0 o SS 'N �—`:::::: :: :: :: : ::: ::: :::: ::T E \ Prop. McMullen 30/n Relay: STA. 3+74.02 �" APPROVALS (SEALS)
d SE Tc Exist. McMullen Creek Trunk: STA. 16+61.68
3d ssss ? SSE E PROP. MANHOLE 241465
N
SS SS
5�— SS 3SS 9 0 3SS z`� SSE \ `:::::: ::::::::::.. -
qp
— _ _ �y' rm — —SS ?'"q _'?4cR qp(<F s• ,
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�<m Ss 3sSSE
S 3Ss 37E o2k<SS_ S 3Ss �SSE 0 Aft
3+0mO
3SS 6"ha4,:::::. TEMPORARY STREAM CROSSING
3 10"q 3+ �sF ,�; :. ,6" DETAIL PER CLDS DTL 30.14
O 3SS a"q 0 F<I/
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h N.C.R.L.S. (AS BUILT) N.C.P.E.
F<d/
EXIST. PROPERTY 's"q �+ H> s 8w� ze•. . / �`` ,
LINE (TYP.)
F3 GAVEL & DORN ENGINEERING, PLLC.
RELAY f364 LF �,F �`� 6• �� 6730 FREEDOM DRIVE
MCMULLEN CREEK 30" SANITARY \ CHARLOTTE, NORTH CAROLINA 28214
— \ CENTERLINE (TYP.) 9
SEWER C900 PVC s
s 8 LICENSE N0 P �0601
_
Z
Z4•*4 8" .. .'..'.m
Ai
\ T \
z 7U BALTUSROL LN
/ 4 EXIST. 35GAS wq H,' wq< WATERS CON UCTION CO INC
CHARLOTTE
_ I \ \ \ Ho / / s� A DEED REF. 045677-267 CHARLOTTE WATER
EASM ENT (TYP.) \ sY .� s F TAX PARCEL N0. 209211� W V T E R
CHARLOTTE, CAROLI \ N N
MCMULLEN CREEK TRIBUTARY
4000 KINGSCOTE CIR s Job No. File No.
JAMES R HOOD ass `rd' sF Scales AT QUAIL HOLLOW
DEED REF: 06862-273 MANHOLE REHABILITATION PROJECT `�``/1CP PLAN 1" = 40' REPLACEMENT SEWER
S TAX PARCEL NO. 20933251 Bench and Invert \ AF Z PROFILE
Frame and Cover Interior Wall Channel Pipe Connections
`rf Hor. 1" = 40'
=
ss � Existing Manhole ID Rehabilitation Rehabilitation Rehabilitation Rehabilitation �s \ ssF � Vert. 1" 4' MCMULLEN CREEK RELAY
0+00 TO END
MH-241449 Epoxy lining Epoxy lining "� As Built Dote
Cementitious Sheet
MH-241465 Install flat top -section Cementitious Lining Lining LANDTEC SRK SRK JLD 8

OpUB�E
ATAtl
E
Rl LIATE/
�'NGE,
R�-
M H-240047
PROP. 15' TEMPORARY CONSTRUCTION
EASEMENT (TYP.)
PROP. 20' PERMANENT
EASEMENT (TYP.)
EXIST. 15' SAN. SEWER
EASEMENT (TYP.)
_ nnu �nnmo
M H-240050
M H-240430
X
GRAPHIC SCALE
0 50 100
1 inch = 100 ft.
MANHOLE REHABILITATION PROJECT
Existing
Manhole
Rim to
Bench and Invert Channel
Pipe Connections
ID
Invert
Clean Manhole
Frame and Cover Rehabilitation
Interior Wall Rehabilitation
Rehabilitation
Rehabilitation
Install water -tight frame and cover or dish
MH-240049
10.6
Rebuild bench and invert
Seal pipe connections
insert due to flooding
MH-240028
9
Rebuild bench and invert
Seal pipe connections
MH-240027
9.4
Rebuild bench and invert
Seal pipe connections
MH-240406
8.5
Debris Removal
Raise to grade; Reset frame and cover
Cementitious Lining (1/1 and structural)
Cementitious Lining (1/1 and structural)
Seal pipe connections
Replace frame and cover; Install water -tight
MH-240409
7.8
Debris Removal
frame and cover or dish insert due to
Rebuild bench and invert
Seal pipe connections
flooding
MH-240430
7.6
Reset frame and cover
Cementitious Lining (1/1 and structural)
MH-240448
8.9
I
I Reset frame and cover
I
I
Seal pipe connections
PIPELINE REHABILITATION SCHEDULE
PIPE
UPSTREAM
DOWNSTREAM
DISTANCE
CLOCK
LOCATION
PIPE
TV
PIPE
DATE PRE TV
DATE REHAB
REQUIRED
ASSET
MH
MH
FROM
POSITION
ADDRESS
DIAMETER
LENGTH
MATERIAL
COMPLETED
COMPLETED
SEWER
ID
UPSTREAM MH
(inches)
(feet)
REHABILfrATION
8400 Double
GM-14898
MH-240050
MH-240048
See Note 1
CIPP Lining of lateral
Eagle Gate Way
GM-14900
I MH-240047
MH-240049
1
1 8
1 308.1
1 VCP
1 1/9/2019
1
1 CIPP Lining
GM-14931
I MH-240430
MH-240409
1
1 8
1 225.5
1 VCP
1 1/10/2019
1
1 CIPP Lining
Note 1: Distance not known as defect found via smoketesting
MANHOLE REHABILITATION PROJECT
Existing
Manhole
Rim to
Bench and Invert Channel
Pipe Connections
ID
Invert
Clean Manhole
Frame and Cover Rehabilitation
Interior Wall Rehabilitation
Rehabilitation
Rehabilitation
MH-240017
8.4
Rebuild bench and invert
Seal pipe connections
MH-240012
9.7
Install frame -chimney seal
Rebuild bench and invert
Seal pipe connections
Replace frame and cover; Install water -tight
MH-241539
4
frame and cover or dish insert due to
flooding (cover defective)
PIPELINE REHABILITATION SCHEDULE
PIPE
UPSTREAM
DOWNSTREAM
DISTANCE
CLOCK
LOCATION
PIPE
TV
PIPE
DATE PRE TV
DATE REHAB
REQUIRED
ASSET
MH
MH
FROM
POSITION
ADDRESS
DIAMETER
LENGTH
MATERIAL
COMPLETED
COMPLETED
SEWER
ID
UPSTREAM MH
(inches)
(feet)
REHABILITATION
8443 Eagle Glen
GM-14895
MH-240033
MH-240027
See Note 1
Replace Broken Cap
Charlotte
3247 Seven EaglesRd
GM-20850
MH-241057
MH-241539
216.3
3
8
234.6
CIPP
1/7/2019
Tophat lateral connection
GM-14607
MH-24003
I MH-239996
1 332.7
1 3
3219 Seven Eagles Rdl
8
1 420.3
1 CIPP
1 1/7/2019
1
1 Tophat lateral connection
Note 1: Distance not known as defect found via smoketesting
SS
LEGEND
SS EXIST. SANITARY SEWER PIPE
SSE EXIST SANITARY SEWER EASEMENT
PE
PE
PROP. PERMANENT EASEMENT
TCE
TCE
TEMPORARY CONSTRUCTION EASEMENT
CIPP
CIPP
PROP. CIPP REHAB PIPELINE
PB
PB
PROP. PIPE BURST PIPELINE
®�
PROP. REHAB MANHOLE
O
EXIST. MANHOLE
EXIST. SEWER LATERAL
GRAPHIC SCALE
0 50 100
1 inch = 100 ft.
�o Q
PROJECT F
ARE
GLE R�.
G1-ENS' —
QUAIL HOLLOW
GOLF COURSE
O
a OG�
2F
VICINITY MAP
N TS
1-1
i
t
V Know what's below.
Call before you dig.
Rp.
PROJECT AREA
L HOLLOW
GOIF COURSE
VICINITY MAP
N TS
APPROVALS (SEALS)
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
PRELIMINARY PLANS -
NOT FOR CONSTRUCTION CHARLOTTE CHARLOTTE WATER
CONSTRUCTION SHALL BE IN ACCORDANCE WITH W16TER CHARLOTTE NORTH CAROLI A
N N
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDEQ PERMIT NO: MCMULLEN CREEK TRIBUTARY
NCDOT ENCROACHMENT NO: Job No. File No. Scales AT QUAIL HOLLOW
MUNICIPALITY: CHARLOTTE PLAN 1 = 100, REPLACEMENT SEWER
DISTURBED AREA: AC. PROFILE N/A
H or.
Vert. NSA PIPELINE REHABILITATION PLAN
As Built Dote
Sheet Of
LANDTEC SRK SRK JLD 9 21
No. Dote By Revision Surveyed By Designed By Drown By Project—Engr Approved By Dote

11 GREENCA LE DR
ANDREW AH
DEED RE 46
AX PARCEL 17911248
7 A HIRE PL
\ �JAT ES INGDN II WHITE
EED F:24�46-972
TAX R�C�b. 17911253 EXIST. 8" PVC SAN.
UP
,. SEWER (TYP.)
R,w 3
d
F 8019 GREENC STLE DR
F� IQHN A DRAAUGH
`TDEED REF: 317741207
MH-233173 TAX ARCEL NO. 179�12 49
DR
LIPPI
Z43
\ O O \
\ 8027 LE RD
-�� O 11_MAR A SR LAVE ICK
�-q� \\\\\ D REF: 17388-3
3RE,EP,JCASTLE DR�JIW \ \ AXPARCEL NO. 911250
d�ARD PARKINS
MH-233184
M H-233169
M H-233193
� Mir
8101 GREEN CASTLE RD
HEIDI HODA KABLAWI
DEED REF: 33951-540
TAX PARCEL NO. 20950102
3901 AYRSHIRE PL
MOSEN MOTALEB
DEED REF: 08898-740
AX PARCEL NO. 1791125
SHARON RD (CDOT)
R/W
705 S\ HARPN R�
KE OGAN`
D D REF: 34048-682
TAX PA EL NO. 20950101
O
MH-233197
�5
6701 Sl�
17-2 I H B(
REF:
TAX PARCEL,
2 RD
tR ER
1269- 46
). 209 0142
3908 AYRSHIRE PL
MATTHEW J EPH SANICOLA
DEED REF 31059-055
TAX PARCEL NO.17911261
I 3900 AYRSH E PL I
DAVID K HO MAN
� � T N0.17911262
a �
It��d
00
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M/!I AAAJ �I
w
0
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kT L L L L L E REPLACE BROKEN m o O
CLEANOUT CAP �L1 „�,
LATERAL
OP� LINING �0k00
DIN M'/'�i'i'i'7k �L1�34 WINGED BOURNE 8820 �NGE BOURN
,8
F ➢1 9 ED BOURNE L'- WILLIAM 1RCOEo aEF 3oa EORGI BCOWAN
F e( G&1 MOR1E FAMILY LLC of cos
L DEEDF C T25DMITH SjRt7HIN DEED REE3L"T tT¢
81 ,INGErvD BOURNE TA-ARCE�xo. 50 � TAX vnacEL rvo. 11917111 TAx vnacELrvD: 20937117
JOHN D WILLIAM$&ANDROMEDA ILLIAMS BE WINGEDINGTON }k
CEL
msL BETSVC HARRINGTONy7+y+r+)+y+r+)+y+r+)+y+r+)+y'Y'
ED `E9Zo� 't t'I OEw REE �!'I't tJ't tJ't't'Y'1't'l't't'JO 7'P7'7'i7T7'1�
F 904 WI BOUR E
'1Tt'7'1'1'7'tT7 nR NL a9A S
ODEED DEE
M H-239909
MH-239643 MH-239902 ry/a ^/ " AN ./E
EAM
E,/.
(PRIVATE) — _ CIPP — CIPP — CIPP — CIPP — IPP — CIPP — CIPP — CIPP — CIPP
WINGED BOURNE ( — —
nNd REI R/u� RAv
� R� EXIST. 8" SAN � �, PROP. CIPP REHAB
I ass SEWER PIPE (TYP.)
PIPE (TYP.)
!<i 8827 WINGED BOURNE]
JOSEPH W III THOMPSON &JO W THOMPS 1� 4
OU �yj�, NUCE REc 1 s kW/ -
\ 8931 WINGED BOURNE 8913 WINGEDB E 1ERRYWI RROBBINS&�ZE ROBBINS '/'/'ri rTJ ARCELNa sa3 ,�
F RRY LE REED'El ORIA K LER R 4_A9NDRFEW CC P USAN S
MH 239636 NEED Tway M w , o,,, �' 0 ss i e RN
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lyy- F T7x PAR zos AX
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TAX PARCEL NO:O: 209372 20937201
MH-239639 - MH 239915
'^ 9015 WINGEDBO
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9147 WINGED BOURNE
CEANPOINT RE VOCABLE TR
s� a OOOO TxanRCELrvDa20v3n
iNGED B0U00 m I ED kEf:3an+T
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C ELRABETH LVNN MOZER T F
nRCELrvo. 20937e 'Ile I
901 WI DBOURNE REF. oa ��
RE LOSE
REF 91 MH 239927
19 SHARCLT F 7
EIL I YU
REF: 32702-682
iCEL NO. 209286
- 7
_O
21
fLED
3SHARONRD
RD E RICHARDSON
REF: 25715-735
ITACELNO.20928617
I
0 11�11 O
1 F "Ey EE 1
i
aso6 WIN,
lrJ MOURN '' L�rr�ry
WILLIAM VROBE RTS
T zo9 7�
M H-239925
RJw�
/ /M H-239940
j 55 WINGED BOO E I / Tnx PAR ry nos
NOR R COHENDEDDEF & NATAL COHEN M I..I-239917
P3 0 i 3 TAX PARCEL rvo:Dxo936i:
3 'M OR
MH-241487 ^"'"�erg EXIST. SEWER /
0 LATERAL (TYP.)
MH-241471 MH-241481 �R 0
a
5
033 R� s
9030 WINGED BOUR
\ JONATHAN CLARKHICKMAN &ALLISON'Rt2u HICKI�AdFJ EXIST. 15' SAN SEWER
q NEED DEE. 3as 1E1 '.�"iw �
R \ PROP. 20' PERMANENT d\n EASEMENT (TYP.)
EASEMENT (TYP.)
zs¢ \ it
O .n� PROP. CIPP REHAB /
9136 WINGED BOURNE
a F
O
PIPE (TYP.) V A // MH-2 1506 A "TOR)
MH-382003 \
/ 9114 WINGED BOURNE
\ / DENNIS & SHARON TRORL
TAX MPS s
XRARE
REF: ovsn �"
O
CA
EXIST. 35' GAS
EASEMENT -�.� _/"
\ TRUST 9100 WINGED BOURNE ��O
O .11
x E N /
s3,�N3 MH-241449
17 9 HEVDO HALL CR
GERe ARD 5 v DE
3514 HE DON HALL CR
NERD RG EV6No
OTRO
M H-239923 /
0
O
I PROP. CIPP REHAB O
PIPE (TYP.) /
F Ss ss 9200 WINGED BOURNE O
A, RICARDO L&BRENDA L ELI4S
TAo 931101 MH-241519 0 MH-239917
0
\/ ss
�s\\< /
- 3247 SEVEN E.
3sT \\ss CA ER
\H"
ss— ss &D111 TREF
� V4 Oss TA_ARCEIN..
\. �\ss
S
OTRAP MCMULLEN CREEKTR/8. ss
GRAPHIC SCALE
0 25 50
1 inch = 50 fE
MANHOLE REHABILITATION PROJECT
Existing Manhole ID
Frame and Cover
Rehabilitation
Interior Wall
Rehabilitation
Bench and Invert Channel
Rehabilitation
Pipe Connections
Rehabilitation
MH-233193
Rebuild bench and invert
PIPELINE REHABILITATION
SCHEDULE
PIPE
ASSET
ID
UPSTREAM
MH
DOWNSTREAM
MH
DISTANCE
FROM
UPSTREAM MH
CLOCK
POSITION
LOCATION
ADDRESS
PIPE
DIAMETER
(inches)
TV
LENGTH
(feet)
PIPE
MATERIAL
DATE PRE TV
COMPLETED
DATE REHAB
COMPLETED
REQUIRED
SEWER
REHABILITATION
GM-6307
MH-239925
MH-239909
8
293.0
VCP
1/17/2019
CIPP Lining
GM-6308
MH-239902
MH-239643
See Note 1
8918 Winged Bourne
CIPP Lining of lateral
GM-22085
MH-239915
MH-239917
See Note 1
9133 Winged Bourne
Replace Broken/Missing Cleanout
Caps
GM-22089
MH-239927
MH-239923
See Note 1
9147 Winged Bourne
CIPP Lining of lateral
GM-22090
MH-239923
MH-241506
8
1 305.4
1 VCP
1 1/8/2019
1
1 CIPP Lining
GM-22091
MH-239643
MH-239636
See Note 1
8934 Winged Bourne
I
I
I
I
Replace Broken Cap
GM-22223
I MH-241481
MH-382003
1
6
8
1 187.9
1 VCP
1 1/10/2019
4—Cl
PP Lining (roots, cracks)
Note 1: Distance not known as defect found via smoke testing
LEGEND
SS EXIST. SANITARY SEWER PIPE
—SSE EXIST. SANITARY SEWER EASEMENT
PE PROP. PERMANENT EASEMENT
TICE TEMPORARY CONSTRUCTION EASEMENT
CIPP — CIPP — CIPP PROP. CIPP REHAB PIPELINE
PB PB PROP. PIPE BURST PIPELINE
®� PROP. REHAB MANHOLE
O EXIST. MANHOLE
EXIST. SEWER LATERAL
SS
SS
cer
PE
GRAPHIC SCALE
0 50 100
1 inch = 100 ft
PRELIMINARY PLANS —
NOT FOR CONSTRUCTION
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDEQ PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: AC.
No. Dote By I Revision
�� pG
PROJECT
AREA
qS
ERo3 ��
GLEN�'G� RD
QUAIL HOLLOW
�p GOLF COURSE
cF
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VICINITY MAP
NTS
APPROVALS (SEALS)
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
CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE NORTH CAROLI A
N N
MCMULLEN CREEK TRIBUTARY
Job No. File No. Scales AT QUAIL HOLLOW
PLAN VARIES REPLACEMENT SEWER
PROFILE N/A
H or.
Vert. NSA PIPELINE REHABILITATION PLAN
As Built Dote
Sheet Of
LANDTEC SRK SRK JLD 10 21
Surveyed By Designed By DroWn By Project—Engr Approved By Dote

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MH-521736 / / \"I
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Ir
PROP. 20'TEMPORARY MH 241474 — LTO�
RE Nos oMCONSTRUCTION EASEMENT i• �,,�
MH-241465 / EXIST. 12" VCP SAN. /
EXIST. 8" VCP SAN. 3700 6LENEAGLES RD
QUAIL HOLLOW / SEWER PIPE TYP.
SEWER PIPE (TYP.) COUNT
2oUg01 \CLUB
.... / (TYP.)
—:..........::::.-:.-::..-:.-:::.-:..:::.. \
:.......... :.N: 7620 BALTUSROL UN
N
........... WATERS CONSTRUCTION CO INC n
DEED REF. I 04507-261 �\ :>;� �. TAXPAR�ELNo 2092112T �
��I �! tG4�:::::�::�::�:::�:::�::�:::�:::�::�:::�:::E�j;y%✓'y SSE
S;�E.:: ..VE'::. r SE SS M4 35 I
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M H-78253t< ` _ 3sz r • s
3, ? N S / F EASEMENT
M H-241449 �.a Ss ssE
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`.:::: m /w iSS ss I EASEMENT
....
`;`-
�S15 SS
__ Lss\ EXIST. 30" SAN \ .
EXIST. 30" RCP SAN 3Ss S,S \SSE m a 3a SEWER PIPE \
\•.SEWER PIPE (TYP.) SS SSE 3d 3aAS \ \
/ 55e 5s ss SSE 3d 30 MH 241452 \ \
.• \ ass 3a \ .
/ ASS MH-36834 —355— SS SS AS —ssE 3d3SS SS — F-3ss Ss SS ss-3f'Id
s
7630 BALTUSROL LN
MAX LAMBETH DANIEL
TAX 'AACIL
\ i
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4000 KINGSCOTE CIR
JAMESESRH000 �'T(4001 KINGSCOTE CIR � \
- (� JOHN HARWO BEACHAM
TAX PARCEL N. zos3szQi� ��
MH-241439
4006VINGSCOTECR
UDDIA
D NEED NE K .A..
7 �7 \
TAX PARCEL No. 20933250 �.��
S \ /
6797 LOUISBURG SQUARE LN
Ems.A \7CW_1 DAVI D LE ENEED E, ARMBRU ST /
TELL
-r7Tr777-7
�L1_L1�L� IC-li
\ 4001 CARM EL ACRES DR
SSF. STEVEN BRUCE PATTERSON
1111 CARM EL ACRES DR EPEE
s\ CH RIS 1111EL NLC
OM921221 S
TAX PARCEL E0926119
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\�
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130016ENERAL DR
TERRI L MCGIRT
771 BALTU — OL LN R SS`
TH RE aol NO 20921130 I
-1 RCEL
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Elf I xenacEL No. _a9z1� �qXl ABCFL" . R LLN
\ M H-241459 �Z"�Y Tq CHARLES EEL,QERREE /
s � E� 072091�y3 O
4423 SHARON RD �
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\ \ 76
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\ ss \ / F
\ 7830 BALTUSROL ROT LN TJ / '7� �'1 '77]
THOMAS AS R 3U RTZ I`'7—"
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�
,P �T, / `�L„G� PL 00 BALTUSROL
600 E 4TH ST 11TH FLOOR \ \ 9LN
IMOND
MECKLENBURG COUNTY MINE D 879
DEEDNETacEL NO _
TAX PARCEL No. 20930126
.
sf \ 7730 BALTUSROL UN / FFhhhh
\ TAX EEN IEI Zo92O 31 / \ /
\IN ' / /
\ / 7912 B.
s \ \ EUDLI(I
\ TAX PEARL
s v
EXIST. 30' SEWER MH-241511 �
EASEMENT
s\ ss EXIST. SAN
PI
_ SEWER PIPE
\ —Sst SSE
MH-256242 MH-256245 55E� � s5E 5SE 55E S55
E��
\ Sf S ssE — SS S ' SSSS SS SS
S
\ —SSE —55 ?SS -- 3SS 3SS 3S5 3SS
3S5
SSE 355 3SS
SSE— S$
SSE SSE --355—
SSE SSE S5—
Ss 355
i 355— M H-241512
5 SS SS —
4912 QUAIL CA NION DR ]Ss3S5 3SS
MARVI6RADY "'�_ '��
TANPAREELNO10930131 4900QUAIL REF3A2 G3sV3I
MH-256241
ROJAIL CANYON OR TAILOR SKa0........
H o06 oN K
REED REI 21112 M H 241485
TAX PARCEL NO 20930132
_
MH-256243 "'
SS SS S SS SS
ASS 4906 QUAILCANVON DR
I
SS SS SS SS SS A1ITELNo.2o930135 % 55
91a QUAIL CANYON DR A%PARC/ SS 55 \
SS
M2 , ER
TIN DIED PER R PARCEL � F'T'PTr1 4844 QUAIL CANYON DR \ \
TAX 'i >, SERGIO A KOPPANY
1 T/"'7 L of
�-r/�*T�_ � �Lcl GJE� E� �FF� I�T��� `� „)Y xanacEL NQ. _093013� /
j 4838 QUAIL CANNON DR 4426 DEEPWOO
� �l
HE
��➢ / ANDREW W VANN 4438 DEEPWOOD DR �\� GI o ENRV D PUL
\ TAR PARCEL NO 20930138 I 4001 PEPPERIDGE DR JASON MICHAEL SPARKS TAX vnaDEL _CA
\V F3 WIL, E EGLE E '2 AW TAX PARCEEE
CREL"O znzn113
F
F � t
,� TAX PARCEL NQ_O9.7111
CANDR �/ D��55 Fy
I YON
QUALI. �'�
/� 4832 QUAIL CANNON DR SS \
LEIGH A, 'Y j"7COO$
EECTAD PAaCEL No. 10130119
4418 DEEPWOOD DR
SHEER
TAX PARCEL RE' EL 2 ORo927isa
7� 35S
M H-241536
0
M H-45319
3d �
3a �
ss
ssE �
ss
ss �
Ss
355—
_ 355
GRAPHIC SCALE
0 50 100
1 inch = 100 ft.
MANHOLE REHABILITATION PROJECT
Existing Manhole ID
Frame and Cover
Rehabilitation
Interior Wall
Rehabilitation
Bench and Invert Channel
Rehabilitation
Pipe Connections
Rehabilitation
MH-241449
Epoxy lining
Epoxy lining
MH-241465
Install flat top -section
Cementitious Lining
Cementitious Lining
MH-241452
Cementitious Lining
Cementitious Lining
MH-45319
Epoxy lining
Epoxy lining
� TAxPARCELNa zos3a11 F
L No. 9 17 �� zfl ant TAXPARCE
M H-241542
MH-241551
SSE SSE—
SS SS_
t
Icc 3S5 3SS-
4410 DEEPWOOD DR
STEVEN C BOST 4328 DEEPWOOD DR
DEEP RE .CX'LEE "_ "N
DED RE
TAX PARCELN0.11927119 TAX PARCEL NO 209-21
4400 DEEPWOOD DR
/ MAxTaED EELLNO "
F7� F E !'7 0
hhC�� � r'ITT'7� � E7TI7
GRAPHIC SCALE
0 50 100
1 inch = 100 ft
MANHOLE REHABILITATION PROJECT
Existing Manhole ID
Frame and Cover
Rehabilitation
Interior Wall
Rehabilitation
Bench and Invert Channel
Rehabilitation
Pipe Connections
Rehabilitation
MH-241459
Install flat top -section
Epoxy lining
Epoxy lining
MH-256245
Install flat top -section
Cementitious Lining
Cementitious Lining
Seal pipe connections
MH-241511
Cementitious Lining
Cementitious Lining
Seal pipe connections
MH-241542
Install flat top -section
Cementitious Lining
Cementitious Lining
Seal pipe connections
MH-241551
Cementitious Lining
Cementitious Lining
PRELIMINARY PLANS —
NOT FOR CONSTRUCTION
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCO£Q PERMIT N0:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: AC.
SS
SSE
LEGEND
SS
PE PE
TICE TICE
CIPP CIPP
PB PB
r �
O
EXIST. SANITARY SEWER PIPE
EXIST. SANITARY SEWER EASEMENT
PROP. PERMANENT EASEMENT
TEMPORARY CONSTRUCTION EASEMENT
PROP. CIPP REHAB PIPELINE
PROP. PIPE BURST PIPELINE
PROP. REHAB MANHOLE
EXIST. MANHOLE
EXIST. SEWER LATERAL
i,
Rp.
QUAIL HOLLOW
GOLF COURSE
VICINITY MAP
N TS
PROJECT AREA II
1-1
i
t
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Call before you dig.
QG
O
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GLENS
61.E R�'
QUAIL HOLLOW
GOLF COURSE
Y CFO
a mo
G�f
Z�
PROJECT
AREA
VICINITY MAP
N TS
APPROVALS (SEALS)
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
CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE NORTH CAROLI A
MCMULLEN CREEK TRIBUTARY
Job No. Scales File No. AT QUAIL HOLLOW
PLAN 1 LL = 100'
REPLACEMENT SEWER
PROFILE N/A
H or.
Vert. NSA PIPELINE REHABILITATION PLAN
LANDTEC SRK SRK JLD Sheet Of
11 21
No. Dote By Revision Surveyed By Designed By Drown By Project—Engr Approved By Dote

J\ � EDWAR NO IT
E
RORTW40 A IT zo 3lattaN
0 HE MAN
ARNOUSTIE LN I 7031 WHITEMARSH CT
OHAVIOC6;HAN{ \ 4MCMUvnacNL"o as3 Ao50C
III
CIL NO
MH-241098
,=E EEE ,EEF ==E SSE __E =xE __E __E ==E—;�
ss � ass ass 'R
ass ass ass ass ass -\
/
M H-241067 MH-241080 \ 'ss
EXIST. 30" RCP
—...—'..�..._... ��...� SAN. SEWER (TYP.) �..
�7 — — — R a
MCMULLEN CREEK
TRIB. (TYP.)
EXIST. PROPERTY
LINE (TYP.)
i
i
'DR 431 DEEPWOOD DR I 4300 DEEPWOOD DR
TO
PP DAVID CHARLEl SCOTT 'DINDEEP HENRY MANN
NEE.
T1zz AS
vaac'Fs rvo_msnii3 Tax eaar.EL"o. za9ntzn II Tax vaTILE
RCEL"ARPT
olz'r
611L POINTE W.Y,
JE REF
oCARNOU3aio
42 AR , NOUSTIE LN
ANDREW I I­IRo'
TAX PARCEL 0C,
/ GRAPHIC SCALE
/ 0 50 100
I'll IT
L^ / Tax PARCEL NO 20934149
< T H p Po9'a.a, 1 inch = 100 ft
PROJECT AR
T' " 5�5
� Ile
ti
A300 CARNOUSTIE LN
/ PETER H 16
PFF, /
x PA
4 ARNOUSTIE LN sy \
EFTISMITH17
ss�=s
LIN
0
1 /
\
MH 241104 M H-241130
AXI
RE "o.2o92Taa
BEN I
TRIP PARCEL 1.171E2I t"Lz 11E1 LEE_o,e6E-_o,
M H-241128
IA/4TE'�"l�H'�E'0.0�L�T..L�E,�Il"�EIE
PARCEL NO 2092742
11
921
M H-241126
11124
_
M H-241140
M H-241127
GLENEAGLES RD.
M H-241106 /
I /
s Ss�n
3ss�
M H-241111
7—
PROP. CIPP REHAB
PIPE (TYP.)
_ CIF'I' irr
03 -- -a� ^� -- --
a PROP. TEMPORARY
— 3ss 3SS— u CONSTRUCTION
CIPP � CIPP � CIPP CIPP EASEMENT (TYP.)
3SS ]SS_
TICE TCE MH-241125
PROP. 10' PERMANENT
ss EASEMENT (TYP.)
�-
\ EXIST. 20' SAN. SEWER
EASEMENT (TYP.)
EXIST. 12" SAN. ss
SEWER PIPE (TYP.) \ ass
T�F
4 \
3810 GLENEAGLES RD
QUAIL HOLLOW #3
HOMEOWNERS ASSOC
DEED REF:06012-528 F
TAX PARCEL NO. 2091152 MH-241121 —
I:dz�FFra
48 I
3901 SEMINOLE CT
DAVID L FRANCIS &
BETTY L FRANCIS
DEED REF: 06622-524
TAX PARCEL NO. 20921149
SSDE
DE SDE
s,
SIDE
SIDE
SDE
X
3900 SEMINOLE CT
a GREGORY A CURRIE &
JENNIFER M CURRIE
DEED REF: 33016-421
TAX PARCEL NO. 20921148
u
t—
a
3904 SEMII
WILLIAM 0 L H
DEED REF: K
TAX PARCEL NC
ss �
ss
M H-241129
SS"
SF
i
MANHOLE REHABILITATION PROJECT
Existing Manhole ID
Frame and Cover
Rehabilitation
Interior Wall
Rehabilitation
Bench and Invert Channel
Rehabilitation
Pipe Connections
Rehabilitation
MH-241067
Install flat top -section
Cementitious Lining
Cementitious Lining
MH-241080
Install flat top -section
Cementitious Lining
Cementitious Lining
MH-241111
Install flat top -section
GRAPHIC SCALE
0 25 50
1 inch = 50 ft.
SANITARY SEWER REHABILITATION PROJECT
UPSTREAM
DOWNSTREA
GM
PIPE
TV
PIPE
DATE PRE TV
DATE REHAB
REQUIRED
MH
MH
NUMBER
DIAMETER
LENGTH
MATERIAL
COMPLETED
COMPLETED
SEWER
(inches)
(feet)
REHABILITATION
MH-241126
MH-241124
GM-21233
8
30.1
VCP
10/29/2015
INSTALLCIPP
MH-241124
MH-241125
GM-21234
12
129.7
VCP
10/29/2015
INSTALLCIPP
PERFORM A POINT REPAIR STARTING 189.4' DOWNSTREAM
OF MH-241129 GOING DOWNSTREAM ENDING AT 201.4'
(12' REPAIR) TO REMOVE BROKEN PIPE
MH-241129
MH-241127
GM-20746
8
268.0
VCP
10/20/2015
PERFORM A POINT REPAIR STARTING 238' DOWNSTREAM
OF MH-241129 GOING DOWNSTREAM ENDING AT MH-
241127 (30' REPAIR) TO REMOVE A SAG AND OFFSETJOINTS
INSTALLCIPP
MH-241127
MH-241125
GM-21230
8
26.9
VCP
10/29/2015
INSTALLCIPP
MH-241120
MH-241126
GM-212235
8
1 74.2
1 VCP
1 10/29/2015
INSTALLCIPP
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDOO PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: AC.
LEGEND
SS SS
SSE SSE
PE PE
TICE TICE
CIPP CIPP CIPP
PB PB
0
EXIST. SANITARY SEWER PIPE
EXIST. SANITARY SEWER EASEMENT
PROP. PERMANENT EASEMENT
TEMPORARY CONSTRUCTION EASEMENT
PROP. CIPP REHAB PIPELINE
PROP. PIPE BURST PIPELINE
PROP. REHAB MANHOLE
EXIST. MANHOLE
Rp•
GOLIL HOLLOW
F COURSE
VICINITY MAP
N TS
•
•
0 t)
o
Know what's below.
Call before you dig.
QG
PROJECT AREA o
QUAIL HOLLOW
GOLF COURSE
a mo
�y
F
G�
VICINITY MAP
N TS
APPROVALS (SEALS)
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
CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE NORTH CAROLINA
MCMULLEN CREEK TRIBUTARY
Job No. File No. AT QUAIL HOLLOW
Scales
PLANVARIES PROFILE REPLACEMENT SEWER
H or. N/A
Vert. NSA PIPELINE REHABILITATION PLAN
Sheet Of
LANDTEC SRK SRK JLD Shehe 21
No. Date By Revision Surveyed By Designed By DraWn By Project—Engr Approved By Dote

1N
O J
0 U
l+l ZONE A
W (UPLAND ZONE)
N
0
(UPPERN SLOPE) _I (LO;IERN SLOPE)
NOTES:
1, ANCHOR COIR FIBER MAT AS SHOWN IN 'DETAIL 5-D,
DETAIL E' (THIS SHEET),
2, COIR FIBER MAT, ROLANKA BIOD-MAT 70, OR EQUAL
WITH LIVE STAKING AS SHOWN IN 'DETAIL 5-D, DETAIL D'
(THIS SHEET) SEED MIX PRIOR TO INSTALLATION OF MAT
PER DETAIL 5-E (THIS SHEET),
3. FILTER FABRIC, NCDOT TYPE 2
4, KEY IN CLASS 1 RIP RAP 24" THICK WITH JOINT
PLANTING AS SHOWN IN 'DETAIL 5-D, DETAIL C' (THIS
SHEET)
5, RIP RAP PLACEMENT WIDTH VARIES ALONG
STREAMBANKS, SEE 'EC' SHEETS FOR QUANTITIES, No Rip
RAP SHALL BE PLACED *THIN THE CREEK BED.
6, PRE AND POST CONSTRUCTION CHANNEL GEOMETRY AND
ELEVATIONS SHALL MATCH,
APPROX. TOP
OF STREAM BANK
SCOUR LINE
2/3 H
3 MR N .
H
L
PROPOSED
SANITARY SEXIER
STREAMBANK RESTORATION
DETAIL
ATM LEVEL
MAX, SLOPE 1,5:1
2tcT�IN. BEYON�DI
FRPICftAP
NOTES:
1, REMOVE THE STRUCTURE WHEN NO
SURFACE FLOW DIVERSION LONGER NEEDED, (NOT TO EXCEED 1
YEAR),
SURFACE FLOW DIVERSION 2. AS A MINIMUM, DESIGN THE
STRUCTURE TO PASS 2 YEAR PEAK
fi MASHED STONE FLOW WITHOUT OVERTOPPING,
3. ENSURE THAT DESIGN FLOW VELOCITY
AT THE OUTLET OF THE CROSSING
STRUCTURE IS QN-EROSIVE FOR THE
RECEIVING STRE IyI CHANNEL,
4, ADDITIONAL MEASURES MAY BE
REQUIRED BY THE EROSION CONTROL
COORDINATOR OR CITY ENGINEER
STREAK BANK BASED ON SITE SPECIFIC CONDITIONS,
• C1ITY OF CHARLOTTE
LAND DEVELOPMENT 9TANDARDP
CM ARLOTTE. mdLUDEO dHARLOTTE ETJ
e MASHED STONE
LINE CREEK BOTTOM WITH
FILTER FABRIC
RIP RAP
RING FILTER AS REQUIRED BY INSP
�iInK7ER IS GREATER OR EVER
RIP RAP
ENGINEER TO SIZE PIPE (SEE NOTE 2)
PROVIDE PIPE SIZE, INVERTS, SLOPE AND MATERIAL
FOR EACH CROSSING,
TEMPORARY STREAM CROSSING
NOT TO SCALE
30.14 1 15
COIR FIBER I AT ITH LIVE
sTAKil As sHo� IN
*DETAIL 5-D. DETAIL D'
(THIS SHEET)
SEED MIX PRIOR TO INSTALLATION
OF MAT PER DETAIL 5-E (THIS SHEET)
PROPOSED
SANITARY SEWER
(BELOW CREEK
BED TYP,)
� o �
0 0 0
o Q
CREEK BED
J o 0
0
TOP BANK
C�O �
BOBQMI SEINER
�N
CLASS 1 RIP RAP 24" THICK
WITH JOINT PLANTING AS SHOWN IN
RIP RAP WIDTH *DETAIL 5-D. DETAIL C' (THIS SHEET)
VARIES I
(SEE 'EC' SHEETS) TOP OF
BANK SCOUR
LIN
PLAN VIEW OF RIP RAP PLACEMENT LIMITS
DETAIL
Typicol— — _
Top of Bonk
PROPOSED TOP OF BANK
NORMAL BASE
BOULDER TOE PROTECTI(
SECTION VIE*
PLAN yU
iDP CETAAITED DTH Di E' ST14G TOP
FL e e
e �
e e
� e 4
e
e a
e •
� e 4
e e •
e e b
e e
e e 4
e e
e e 8
e
e e 4
ATTIN STAK1
SEE DI-ENSId
GETATED TABLE FOR SP
HE D COMPACTED FILL
ANCHOR DETAIL
CH
TREijCH
ANCHOR DETAIL
CH
TREijCH
DEPTH
i
ANTE R
CFILL
EROSION
*IDTTH ^ i
K:�G)
� SOIL LIFT FACE HEIGHT
APPROVALS (SEALS)
N.C.P.E.
FINAL CHANNEL GEOMETRY TO ATCH
PRE -CONSTRUCTION CGHANNEL GEOMETRY, POST
CONSTRUCTION STREAIyIBANK CANNOT ENCROACH
BEYOND EXIST, STREAMBANK INTO CHANNEL.
----------- Typicol— ——
Top of Bonk
CONFTRUCT21 NOTES
1, ■ far SaIRIS la be COmpriyed of Wonloble
loosab free of slicks. stones. arld Oeb,Q.
2. Soak live cull6gs a TkkimuT OI 2A hours! and
up to 5 days belare Wanting to pramole
establishment.
3. Excavate unstable stream bWr to reveal a slable
cut lace. Establish flat bench at base of cut
Slope, Escovole trench along toe of slope for
Installation of boulder protection,
4 Install looter bqOder *11h coarse bocklil placed
behind faol«e, Male sure to IN volts bel*een
and behind boulders.
a Instal header bcu1Q«s setback from looters and
reeling an coarse bockOl.Co«se backlit to be
placed at a thickness equal to the height of the
header racks,
6 Lay natural fiber mat over coarse IN and header
boulder, Race Sal fill IN 10 a vertical depth per
design In lamp 1'rmly, f>WI mot over 'III and
staple place,
7. Loy IN* cuttings In cries -cross pattern across
surface al IRI (8-12 cullings per linear tool). NO
more than 6 inches Of pudding and of cullings
should extend post the front Of fill.
0. COW live cuttings *ilh layer of 10PSO111 to make
loy« on even and hot surface lot next IRI.
Reflect soh fill process per design,
9. Top soh fill to consist of compact 11 *raooed In
non-jtoren erosion control molting, 1169
Shout! d overlap-1511ng lop of streorn bank and
be staked 1n anchor trench Per design Once
erosion contra matting Is slaked in anchor
trench, bockiel sob to be compacted,
I�ATERiAL SPECJFiCATfONS
L Boulders: roofer and head« racks must be large
enough 10 achieve design heghl and restlil
movement during peak 110* events. Boulders
should be rectangular and uniform in Shope and
Mrs *fih a min"urrl Intermediate axis of 3 feet.
2. Coarse Ilggrsqole Should be properly sired not
I o be mapefied daring Peak flat events, Salvaged
pluvial material during Irenching con be used,
3 Erasion Control Filer lobr1c; 10-12 or,
n�« gee-lexlhe specific to oggregOle
4 Coir �lollinq (Natural Ftp«x Machine produced
*Oven un-seamed degradable natural lbw fabric
#Ih an outer and inn« lay« lied together at
alor inlerypis,
#IhSOb Lift FeI; Either 10�009 TIVW at 60XT OPSOOII
Soft
and aA $OG% OP4 6 s* SP,���GC. Sri ML,
BOULDER TOE
DETAIL
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
co CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601
EXIST, CHANNEL GEOMETRY
EROSION CONTROL MATTING
LIVE CUTTINGS
COIR MAT GEOTEXTILE
WRAPPED SOIL LIFTS
— — — TygiCoI— — _
Bonkfill
BOULDER TOE
PROTECTION
--—— ypicol — —_
Normol Flory
— — — Streombed _
Elevotion
FOOTER
BOULDER
NCDOO PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: AC.
( -1
itto) a
Know what's below.
Call before you dig.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE WATER STANDARD
SPECIFICATIONS.
A CITY OF CHARLOTTE DEPARTMENT

Perennial Stream A
29 If i
\o
N
CN
0
0
Pond A
0.08 acre
`�
G
1 inch = 75 feet
O
s10 co
C—P
0
REFERENCE: BACKGROUND GIS LAYER(S) PROVIDED BY MECKLENBURG
COUNTY GIS DEPARTMENT, DATED 2020.
�60
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED (FLAGGED
57O
IN THE FIELD), CLASSIFIED, AND MAPPED USING ASUB-FOOT CAPABLE GPS
UNIT BY CWS, INC., ON OCTOBER 28AND DECEMBER 28, 2020. JURISDICTIONAL
FEATURES HAVE NOT BEEN VERIFIED BY THE USACE.
Legend
Project Limits (9 ac.)
M
Matchline
O�
Perennial Stream
Forested Wetland
5�
Pond
550
b.
Roads
`
SDP Data Point
�
♦ SCP Stream Classification Point
♦�
A/ C P 2
Indicates Flow
♦
Perennial Stream B
`
81 If
♦► Photo Location and Direction
`
c�
Lindst
400 200 0 400 Feet
1 inch
= 50 feet
SCALE:
1 inch = 400 feet
DATE:
1/5/2021
Jurisdictional Boundaries
FIGURE NO.
CWS PROJECT NO:
DRAWN BY:
2019-0062
ALH
McMullen Creek Tributary at
Quail Hollow Sanitary Sewer Replacement
��
COORDINATES:
CHECKED BY:
C A R ❑ L I N A
Mecklenburg County
35.109905,-80.84107
AVH
WETLAND SERVICES
Charlotte, North Carolina
G:\Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0062 McMullen Creek Tributary Sewer thru Quail Hollow Country Club to Gleneagles Road\JD\ArcGIS\Figure8A_JD.mxd

0
m
�a
REFERENCE: BACKGROUND GIs LAYER(S) PROVIDED BY MECKLENBURG
COUNTY GIS DEPARTMENT, DATED 2020.
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED (FLAGGED
IN THE FIELD), CLASSIFIED, AND MAPPED USING ASUB-FOOT CAPABLE GPS
UNIT BY CWS, INC., ON OCTOBER 28AND DECEMBER 28, 2020. JURISDICTIONAL
FEATURES HAVE NOT
BEEN VERIFIED BY THE USACE.
0 0
SCALE: DATE:
1 inch = 300 feet 1/5/2021
CWS PROJECT NO: DRAWN BY:
2019-0062 ALH
COORDINATES: CHECKED BY:
35.109905,-80.84107 AVH
"a
Perennial Stream D
(cont)
Legend
Project Limits (15 ac.)
Perennial Stream
Matchline
Roads
Indicates Flow
5�
8B 300 150 0 300 Feet
®zo
FIGURE NO.
Jurisdictional Boundaries
McMullen Creek Tributary at
C A R O L I N A Quail Hollow Sanitary Sewer Replacement 8C
WETLAND SERVICES Mecklenburg County
Charlotte, North Carolina
G:\Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0062 McMullen Creek Tributary Sewer thru Quail Hollow Country Club to Gleneagles Road\JDVArcGIS\Figure8C_JD.mxd

McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement November 6, 2020
Attachment C: Photopage CWS Project No. 2019-0062
Photograph 1. View of Forested Wetland AA, facing southwest (DP1).
y i ••'�; " :,; � . ' =�'i:: ?i; dry' f • ° � Pt';"
:4
M.
'' - • � : •'- �' Li ' _ •�F: •.sue
,yam ..q�ne� N�„ �� � � \ E ��: +'�f•'Y'ti'r' ;y :.:'F-'^�i:.'�4y.-� ai � " �A y
:•'rP. .I l J .fw' 1'+1..r '.�..:i•.�1: 4; _ .-r"Y. li.
;.' � � A`'� •.; �` '�� •'l! �� � �y ` I• �� -". lit-i_I� �h�["�i�� = 1. � �1
Wi1►'d �tiS ...�J. .�ES'ly.�1"•�-._1 :V\ i. _ ..,c.� :5'�
Photograph 2. View of Wetland BB, facing west-northwest (DP2).
Photopage 1 of 5

McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement November 6, 2020
Attachment C: Photopage CWS Project No. 2019-0062
Photograph 3. View of Perennial Stream A, facing upstream.
Photograph 4. View of Perennial Stream B, facing downstream.
Photopage 2 of 5

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