20210038 Ver 1_More Info Received_20210601

Strickland, Bev
From: Megan Bollero <[e-mail]>
Sent: Tuesday, June 1, 2021 4:55 PM
To: Johnson, Alan
Subject: [External] DWR# 21-0038 McMullen Creek Quail Hollow Sanitary Sewer Replacement
Attachments: 2019-0062_McMullenCreekQuailHollow_Memo_6.1.21.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Hi Alan.
I have attached a memo for your records regarding the McMullen Creek Tributary at Quail Hollow Sanitary
Sewer Replacement (DWR# 21-0038). Let me know if you have any questions.
Thanks,
Megan Bollero, WPIT
Project Scientist
Carolina Wetland Services Inc.
550 E Westinghouse Boulevard
Charlotte, NC 28273
Cell:(757)-576-6433
www.cws.net
1

CAROLINA WETLAND SERVICES, INC.
550 E. Westinghouse Blvd.
Charlotte, NC 28273
704-527-1177(office)
704-527-1133 (fax)
To: Mr. Alan Johnson Date: June 1, 2021
NCDWR, 401 & Buffer Permitting Unit
512 N. Salisbury., 9th Floor
Raleigh, NC 27607
Subject: McMullen Creek Tributary at Quail Hollow Sanitary Sewer Project
(SAW-2021-00109, DWR# 21-0038)
Charlotte, North Carolina
CWS Project No. 2019-0062
Dear Mr. Johnson,
The McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement site is an approximately
4,700-foot long, 50-foot wide sewer corridor. The corridor is located just south of Baltusrol Lane and
extends to the west-southwest to Smithfield Church Road, with a section that extends north adjacent to Sun
Mist Lane and ends at Winged Bourne Road. A small portion of the project extends along Gleneagles Road
from just west of Seminole Court to just east of Ballantyne Court in Charlotte, North Carolina (Figures 1 and
2, Attachment A). Charlotte has contracted Carolina Wetland Services, Inc. (CWS) to provide Section
404/401 permitting services for this project.
Nationwide Permit Nos. 12 and 13 were issued by the USACE on March 1, 2021, and a 401 Water Quality
Certification was issued by NCDEQ on March 9, 2021 (Attachments B and C). As noted in the original
impact figures, the client intended to have a temporary stream crossing across Perennial Stream E in the
form of a bridgemat (S2; Sheet 4; Attachment D). Upon construction it was determined that a temporary
culvert crossing would be required instead of the bridgemat. All work will take place in the footprint of
the previously permitted impacts, and no additional impacts will occur (Attachment E). This memo
has been prepared for records only.
ATTACHMENTS INCLUDED:
DESCRIPTION
Attachment A - Figures 1-8C
Attachment B - Nationwide Permit No. 29 SAW-2021-00109
Attachment C - NCDEQ Water Quality Certification DWR # 21-0038
Attachment D - Original Impact Drawings
Attachment E - Temporary Culvert Details
Please do not hesitate to contact Megan Bollero at 757-576-6433 or [e-mail] should you have
any questions or comments regarding this request.
Sincerely,
�I
L.
Megan Shelton,
Project Scientist
►N=
Aliisa Harjuniemi, PWS
Senior Project Manager

McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement June 1, 2021
Attachments CWS Project No. 2019-0062
Attachment A:
Figures 1-8C

tuc
Tennessee
Georgia
1%
Virginia Park Hgh �y
deln v
� 5r
a
c
North -Carolina a
� Pnuth
Park q+�
South Carolina Malt
Fhrlipo Fairriow Rd
Place
ArtowoodRd
Cp
ra
riirn_ �Qb n,
P y^'►��
or+
� o
� o
Se
a � p
yo Shason Rd VV Cr'04Bt4v Rd ¢
ti
c OuaII Baltusrol Road
Ii .I, ..
Winged Bourne Road
rr•:,Ilrr.., /
P-f, rIli, n
VSmithfield Church Road a
i Z.
e
ai1d �1�
Q park �,
Par k
_1
J gL11r uK, s R
.8kLLa r1 Prnevrlle-Matthews Rd
Carmel
Country
Club
u
CedartiNeoJ
Country Arbarer:
Club
a
r ara fi
Place
3ulail
��
Carohn
Puce
•m
TP: ji
{
0
�
PW r
r
Glen
n
'+
A
�
rC
•-t�Rf
Golf C lub at
Legend
Ba Ila ntyne
Project Limits (15 ac.)
5,000 2,500 0 5,000 Feet
REFERENCE: BACKGROUND VICINITY MAP PROVIDED BY ESRI, 2020.
Balkantyne
/ L
11
Country
SCALE:
1 inch = 5,000 feet
DATE:
1/14/2021
Vicinity Map
FIGURE NO.
CWS PROJECT NO:
DRAWN BY:
2019-0062
ALH
McMullen Creek Tributary at
Quail Hollow Sanitary Sewer Replacement
COORDINATES:
CHECKED BY:
A'
CAR ❑ L I 1 �1 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\JDWrcGIS\Figurel_Vicinity.mxd

'•
S dR �,I �Huntmgtavne A-
F.rms
1
- ylll3nnn Elem Sch St+'ro ` __._
/ ,•' 1 c y A _
_.� .+� _
- ~ Sri •r
pH�l��i
Sdt -
-
2
TA fR5ALl �A
- .
\.. v:� pa�E P NS I l
Do pn
.
0¢ 1
.; II
� r �
�.r9j,l�� � ` •t
���c
O
Rp5E1"jAA� ,� N'j
.y@�• 5NA R��'
G`fNFACi(£S
-
~ - _�
__ Tk ICi �•IGSOjT vl�� Iqp
C
t
11
1
� xPo
H allvv
1
0
4 Qto-xi!?ta!!aw
countm Club Lake
2 ao
fv�fnq�Q ;
P -I
I
�s srrnhheld
5 M—kieNX09 HS
RCkFs4i,�,` O r
TRDM pR L
rr JT
'N x j
5 •
L
S:S IJRsr FACE Y
Y FQ
a
u
R ....' .• r49
AS.y[krnN
`9�. `
r f i N •. �`� �G
Dq
Nfo".V,.
1
QU'Q
`
i
� Z
' vs
h'EAlJpyi,9i�
IL
I
''~�1 i
f
ry
Gp
•. Y
5E� �L
IrL]rAl: Arxl� �
' p x
�
c v
Legend
_
fl trrrff,� f
/ ChxErttr
Project Limits (15 ac.)
/// �ahoGc sls �+
]y _
2,000 1,000 0 2,000 Feet
0
REFERENCE: USGS 7.5 MINUTE TOPOGRAPHIC QUADRANGLE(S): WEDDINGTON, INC
SCALE:
1 inch = 2,000 feet
DATE:
1/14/2021
USGS Topographic Map
FIGURE NO.
CWS PROJECT NO:
DRAWN BY:
2019-0062
ALH
McMullen Creek Tributary at
Quail
Hollow Sanitary Sewer Replacement2
COORDINATES:
CHECKED BY:
CAR ❑ 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\Figure2_Topo.mxd

GAShared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0062 McMullen Creek Tributary Sewer thru Quail Hollow Country Club to Gleneagles Road\JD\ArcGIS\Figure3_AerialMap.mxd

St
L
WuD
`r' Q X- N Pt WkB
N U IrB PGa��ras\
eB o Bar Harbor Ln
a =
� t
Gene
WkB aglesRd
M
m
w
WkE o
Wk S, to
e�
e�
WE �d9/�, IrB
s
IuB 10 s
sQ, WkD
0
Smithfield Church Rd
Wk
�y. WkE
k so
Ir �O kE
)r
L
� WkD \�a�o�s��
WkD d
0
L
CeB2
R� WkD I
ItIAEel
WkE
/ p WuD
O`
Windmil
V,t, WkB PI
m Fo
DJ ki>)o WkD
or Or
WkE U
WkD
m
D v o
WkD
QU WkB
o �
WkB
w'n dbyood,C/-
WkD
kB
Tapper ty
ale
o
er`a
`
Cr
WkD E
wfn dw
Legend
Soil Unit Name and Description
Hydric
Coverage(% )
MeB Mecklenburg fine sandy loam, 2 to 8 percent slopes
No
1.8
MO Monacan loam, 0 to 2 percent slopes, frequently flooded
Yes
52.9
WkB Wilkes loam, 4 to 8 percent slopes
No
1.9
WkD Wilkes loam, 8 to 15 percent slopes
No
27.1
WkE Wilkes loam, 15 to 25 percent slopes
I No
16.3
Total
Covers e:
100
oodCr Ir Project Limits (15 ac.)
L
Roads
v
WkE coo WkB �Ca�
CD
gshe 1,000 500 0 1,000 Feet
REFERENCE: USDA-N RCS WEB SOIL SURVEY OF MECKLENBURG COUNTY, INC, DATED 2020 rton Dr
oreSt Dr
Me aC WkD k
SCALE: 1 inch = 1,000 feet 1/14/2021 Y DATE: USDA-NRCS Web Soil Survey FIGURE NO.
CWSPROJECT NO: DRAWN BY: of Mecklenburg County
2019-0062 ALH h' McMullen Creek Tributary at
COORDINATES: CHECKED BY: CAR ❑ L I 1 �1 A Quail Hollow Sanitary Sewer Replacement
Mecklenburg County
WETLAND SERVICES
35.109905,-80.84107 AVH Charlotte, North Carolina 4-1
Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0062 McMullen Creek Tributary Sewer thru Quail Hollow Country Club to Gleneagles Road\JDVvcGIS\Figure4_Current.mxd

S CUB CUB Mks 'L
Cu6. 1.
MS �� kC
a CtiD EnG MS Cue IuB Cup
bra M[;
V,1.6 0
40 E[i❑ WUD �MrJ
'P aF Me8 '-
CUB
CuB
COD2- MkB Ce67 k fi 1
r Ce62 �t M1fkB
Nk3 „p CeD2
CBf}2 M�3 WAI? iNeg � t•'�� (:�H
Ce02 t
gyp- M O
MO hik6 wkE a CeB2 ,ptuP M1.t3 Mr-u MeB `J a
P
,�4�� a� M '' • � y I s WkE ae m
WkD Me6 WkU �5 Mk6
PaE La Wu0 fuB Wk
I F ^Ce62 n En8 WkE O� � wu0 m Mee 72 PdE aF. Vu6 z\
G WkD WkE �f ep WkB I�B Mks WkD Gleneagles Road Ce62
� f wkp
w�
CuB MeB IrB Wkp MPD t�
;r � yak h.KD k9
Mrs 1re Wkc wkL N/kE Quail Hollow Road
MkB MkB
WkB WIRE O 8 Wka
Wk6
w W V,C) WkB wkp IuB Ly '�5
�a
g� � �E Wk0 Wk
Wkb WkD
T U I r$ k6 W kE-t I W ko wkjb
MeB k6 =--_
wkB Wkb 0 Irs
Iu6 K k
tQ wWrr IrB Wk
WkB WkD MO Wub �f
I` Smithfield Church Road WkL' ,,;
ire NO Vf1 �$� lure.
U8 1uB
Wks Wk6 _ � WkE
Wkb -W uD
WkD WkD t Carmel Acres Drive Wkc
IrB O h.� Ir6 __:_ /t• f l
McB !rB O WkD MO wits
1 Wkr) fLiF�.
1re:-= = WkD
VrA 1rA WkD Q � r/� i�7leFSIrB
f3 Lyk �� WW Ir
16D � Wk6
irR u' �eq 7 - Wkb IWkD Wks J` kYk$\ wat¢T
Ire W k
D TJ
frA yak IrB ` _iu ��6 ,ry Irf1 .Wkt7
WkD kt5� IrB WkE WkB G
i r$ �-_V$1'$ WkB
WkU wk6 ea �.� WkE
WkD Wks WkB WkD WkE Wkb W
Wk
WkD Ike Meth
WkB
Wkb MO
wkO WkE �e Legend
1�1 r8
Wka = Project Limits (15 ac.)
21000 1,000 0 2,000 Feet
REFERENCE: USDA-NRCS PUBLISHED SOIL SURVEY OF MECKLENBURG COUNTY, NC, SHEETS 7 AND 12, DATED 1980.
SCALE: 1 inch = 2,000 feet DATE. 1/14/2021 USDA-NRCS Published Soil Survey FIGURE NO.
CWS PROJECT NO: DRAWN BY: of Mecklenburg County
2019-0062 ALH McMullen Creek Tributary at
COORDINATES: CHECKED BY: CAR ❑ L I Iwl A Quail Hollow Sanitary Sewer Replacement
Mecklenburg County
WETLAND SERVICES
35.109905,-80.84107 AVH Charlotte, North Carolina 5
Soil Unit Name and Description
Hydric
MeB
Mecklenburg fine sandy loam, 2 to 8 percent slopes
No
MO
Monacan loam, 0 to 2 percent slopes, frequently flooded
Yes
WkB
Wilkes loam, 4 to 8 percent slopes
No
WkD
Wilkes loam, 8 to 15 percent slopes
No
WkE
Wilkes loam, 15 to 25 percent slopes
No
3:\Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0062 McMullen Creek Tributary Sewer thru Quail Hollow Country Club to Gleneagles Road\JDVvcGIS\Figure5_Historic.mxd

Ridge fF d GreenOasi/ a�o� �h�sf/esf Rshar°n Magnolia Bridge R
o
Ora Oe co °
o e
C
as\o m �s�lo-
co cc �m)
oov
a o °Coebr
rFtd
s
co �o
Q�
Poau\� o
Bar Harbor Ln `° Q� \rdtetteeRd
G/enea9eS
Shillington Pl d
h�
C7
C�. Seminole Ct
r
LU
O W cU `w N
0 /� o
m N
a Sell N
O
9/e
s
a
- - o
- 3
- a
m
c o
N
�o
m� Gre mN
9
1 t
o� PWindmill
o O o G�c�
/ach—� ° Fo
c a\rdStCo�O\ �' cdo k
Arbor Pointe Dr 'hOorOr
C�oc pe/<
Qo� o �z Quail SO
Q- ,' sto HuntLn Le end
as et g
\off/ �\e \aG�\N Fzd Project Limits (15 ac.) t
�ydonHattCr Qua\\v\e
Roads
Spr�n9� Ga�o aO d~~0 T I'1'%nd National Wetland Inventory
p r
a
lh o Cre ty ® Freshwater Emergent Wetland
L
Gt04
�eo�oP o\c y° � �Vlndwo-Freshwater Forested/Shrub Wetland
StoodCr
a � Freshwater Pond
Fa9�Q8 > - Riverine
WILDLREFERIFE SERVII EONAL WETLAND INVENTORY DATA FOR NORTH CAROLINA, ACCESSED 2019 ED BY UNITED STATES FISH AND ° Asher�on Or 1,000 500 0 1,000 Feet
BACKGROUND LAYER(S) PROVIDED BY MECKLENBURG COUNTY GIs DEPARTMENT, DATED 2020. Dr
SCALE: DATE: FIGURE NO.
1 inch = 1,000 feet 1/14/2021 National Wetland Inventory
CWS PROJECT NO: DRAWN BY:
2019-0062 MLB McMullen Creek Tributary at
COORDINATES: CHECKED BY: CAR ❑ L I N A Quail Hollow Sanitary Sewer Replacement
35.109905,-80.84107 AVH WETLAND SERVICES Mecklenburg County 6
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\Figure6_NWl.mxd

GAShared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0062 McMullen Creek Tributary Sewer thru Quail Hollow Country Club to Gleneagles Road\JD\ArcGIS\Figure7_FEMA.mxd

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 SURVEYED USING A
SUB -FOOT CAPABLE GPS UNIT BY CWS, INC., ON OCTOBER 28 AND
DECEMBER 28, 2020. JURISDICTIONAL FEATURES HAVE NOT BEEN
VERIFIED BY THE USACE.
Legend
Project Limits (15 ac.)
- - - Intermittent Stream
- Perennial Stream
® Emergent Wetland
® Forested Wetland
Pond
- Roads
2019-0062
CWS PROJECT NO:
Boundaries
Overview of Jurisdictiona
CHECKED B
O
LC)
ECY)
oLf)
U CO
QN
Z�
Do
LLQ
QJ
F
1..1
FIGURE NO.
8�
ng Team Drive\2019\2019 Consulting Projects\2019-0062 McMullen Creek Tributary Sewer thru Quail Hollow Country Club to Gleneagles Road\JD\ArcGIS\Figure8_JD
G:\Shared drives\Co

C",
QN
1 SCP1:.
Perennial Stream A
• 29If
s7o Wetland AA
♦ 0.06 acre
00 r-
610
-11 CA
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 A SUB -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 (15 ac.) •
Matchline
♦
Perennial Stream
® Forested Wetland
♦
Pond •
Roads
ODP Data Point
♦
♦ SCP Stream Classification Point
Indicates Flow
♦► Photo Location and Direction
400 200 0 400 Feet
♦. 1 I
Perennial Stream B
81 If
SCP2
0
u�
Pond A
0.08 acre
1 inch = 50 feet
SCALE: DATE: FIGURE NO.
1 inch = 400 feet 1/14/2021 Jurisdictional Boundaries
CWS PROJECT NO: DRAWN BY:
2019-0062 ALH McMullen Creek Tributary at
COORDINATES: CHECKED BY: CAR ❑ L 1 NA Quail Hollow Sanitary Sewer Replacement
8A
WETLAND SERVICES Mecklenburg County
35.109905,-80.84107 AVH 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

M , hes Figure 8C
Perennial Stream E
74 if
Wetland BB
0.03 acre
Old Chapel Ln
Perennial Stream D
1,168 if
1 inch = 50 feet
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 SURVEYED USING A
SUB -FOOT CAPABLE GPS UNIT BY CWS, INC., ON OCTOBER 28 AND
DECEMBER 28, 2020. JURISDICTIONAL FEATURES HAVE NOT BEEN
VERIFIED BY THE USACE.
\ i1
Intermittent Stream C
40 if
%5sP6
1 inch = 25 feet
,.,r'stro
Legend
Project Limits (15 ac.)
Matchline
Intermittent Stream
Perennial Stream
Emergent Wetland
Forested Wetland
Roads
Data Point
scP Stream Classification Point
Indicates Flow
0+ Photo Location and Direction
200 100 0 200 Feet
0 0
W
U
O
O
O
0 6)
z
15 0
N
O
Boundaries
Jurisdictiona
FIGURE NO.
8B
g Team Drive \2019\2019 Consulting Projects\2019-0062 McMullen Creek Tributary Sewer thru Quail Hollow Country Club to Gleneagles Road UD\ArcGIS\Figure8B_JD.mxd
G:\Shared drives\

�1a
a)
m
m
w
Perennial Stream D
(cont)
9�
a�
S,O
°
Legend
Project Limits (15 ac.)
— Perennial Stream
Matchline
REFERENCE: BACKGROUND GIs LAYER(S) PROVIDED BY MECKLENBURG
Roads
COUNTY GIs DEPARTMENT, DATED 2020.
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED (FLAGGED
< Indicates Flow
IN THE FIELD), CLASSIFIED, AND MAPPED USING A SUB -FOOT CAPABLE GPS
UNIT BY CWS, INC., ON OCTOBER 28AND DECEMBER 28, 2020. JURISDICTIONAL
b
FEATURES HAVE NOT
BEEN VERIFIED BY THE USACE.
atCil F16 Ce HB
300 150 0 300 Feet
SCALE:
1 inch = 300 feet
1/5/2021
Jurisdictional Boundaries
FIGURE NO.
CWS PROJECT NO:
DRAWN BY
2019-0062
ALH
McMullen Creek Tributary at
8 C
Quail Hollow Sanitary Sewer Replacement
COORDINATES:
CHECKED BY:
h'
CAR ❑ L I 1 �1 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\JDWrcGIS\Figure8C_JD.mxd

McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement June 1, 2021
Attachments CWS Project No. 2019-0062
Attachment B:
Nationwide Permit Nos. 12 and 13

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2021-00109 County: Mecklenburg U.S.G.S. Quad: NC-Weddington
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee:
Charlotte Water
Irene Okioga
Address:
5100 Brookshire Bouleavard
Charlotte, NC 28216
Telephone Number:
704-336-1063
E-mail:
irene.okiogaAcharlottenc.gov
Size (acres) 15 Nearest Town Charlotte
Nearest Waterway McMullen Creek River Basin Santee
USGS HUC 03050103 Coordinates Latitude: 35.109905
Longitude:-80.84107
Location description: The review area consists of an approximately 4,700 foot -long, 50 foot -wide sewer corridor which is located
lust south of Baltursol Lane and extends to the west-southwest to Smithfield Church Road with a section that extends north
adiacent to Sun Mist Lane and ends at Winged Bourne Road. In addition, a small portion of the review area extends along
Gleneagles Road from iust west of Seminole Court to east of Ballantyne Court. Reference review area description shown in
Pre -Construction Notification entitled "Figure 8, Overview of Jurisdictional Boundaries" 01/14/24
Description of projects area and activity: This verification authorizes the permanent and temporary stream, wetland, and open
water impacts as described in Table 1 below. All temporary stream and open water impacts will be restored to pre-existing
conditions after the completion of construction.
Nationwide Permit No.
Resource Impacted
Duration of Impact
Amount of Impact
Reason for Impact
12
Wetland AA
Permanent
0.030 acre
Conversion of forested
wetland to herbaceous
wetland
13
Stream D
Permanent
1,008 linear feet
Bank stabilization
12
Stream D
Permanent
10 linear feet
Riprap stabilization
Stream D
Temporary
40 linear feet
Construction access
Stream D
Permanent
128 linear feet
Bank stabilization
Stream E
Permanent
150 linear feet
Bank stabilization
Stream E
Permanent
10 linear feet
Riprap stabilization
Stream E
Temporary
30 linear feet
Construction access
Stream C
Permanent
28 linear feet
Culvert installation
Stream C
Permanent
12 linear feet
Dissipator pad
Stream B
Temporary
60 linear feet
Construction access
Pond A
Temporary
0.06 acres
Dewatering
TOTAL PERMANENT
WETLAND IMPACTS
0.030 acres
TOTAL PERMANENT STREAM IMPACTS
1,346 linear feet
TOTAL TEMPORARY STREAM IMPACTS
130 linear feet
NOTE: Criteria (b) of Nationwide Permit 13 (i.e., 500 linear feet of bank stabilization activities) is waived for this project.
Stabilization activities are to extend more than 500 feet along the stream banks but shall not extend beyond 1,136 linear feet as
authorized above.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 12. Utility Line Activities and NWP 13. Bank Stabilization Activities
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS

Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 2/18/2021, and the enclosed plans Construction Drawings, Sheets 1-22 dated
January 2021. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a
stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact Bryan Roden -Reynolds at 704-510-1440or bryan.roden-reynolds(a,usace.army.mil.
Bryan Roden -Reynolds
Corps Regulatory Official: c 2021.03.01 13:20:38-05'00' Date: 3/1/2021
Expiration Date of Verification: 03/18/2022
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.anny.mil/cm_apex/f?p=13 6:4:0
Copy furnished:
Agent: Carolina Wetland Services, Inc.
Megan Bollero
Address: 550 E. Westinghouse Boulevard
Charlotte, NC 28273
Telephone Number: 757-576-6433
E-mail: megan(a,cws-inc.net

SAW-2021-00109
SPECIAL CONDITIONS
a. In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance
with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility
Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby
incorporated as special conditions of this permit authorization.

Action ID Number: SAW-2021-00109 County: Mecklenburg
Permittee: Charlotte Water, Irene Okioga
Project Name: McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement
Date Verification Issued: 3/1/2021
Project Manager: Bryan Roden -Reynolds
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Bryan Roden -Reynolds
Charlotte Regulatory Office
U.S Army Corps of Engineers
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

SAW-2021-00109
MEMORANDUM FOR RECORD
SUBJECT: Department of the Army Memorandum Documenting General Permit Verification
1.0 Introduction and overview: Information about the proposal subject to one or more of the
Corps regulatory authorities is provided in Section 1, detailed evaluation of the activity is found
in Sections 2 through 4 and findings are documented in Section 5 of this memorandum.
Further, summary information about the activity including administrative history of actions
taken during project evaluation is attached (ORM2 summary).
1.1 Applicant name: Charlotte Water, Irene Okioga
1.2 Activity location: Latitude: 35.109905 Longitude:-80.84107 Location description: The review
area consists of an approximately 4,700 foot -long, 50 foot -wide sewer corridor which is
located just south of Baltursol Lane and extends to the west-southwest to Smithfield
Church Road with a section that extends north adjacent to Sun Mist Lane and ends at
Winged Bourne Road. In addition, a small portion of the review area extends along
Gleneagles Road from just west of Seminole Court to east of Ballantyne Court.
Reference review area description shown in Pre -Construction Notification entitled
"Figure 8, Overview of Jurisdictional Boundaries"
Nationwide Permit No.
Resource Impacted
Duration of Impact
Amount of Impact
Reason for Impact
12
Wetland AA
Permanent
0.030 acre
Conversion of forested
wetland to herbaceous
wetland
13
Stream D
Permanent
1,008 linear feet
Bank stabilization
12
Stream D
Permanent
10 linear feet
Riprap stabilization
Stream D
Temporary
40 linear feet
Construction access
Stream D
Permanent
128 linear feet
Bank stabilization
Stream E
Permanent
150 linear feet
Bank stabilization
Stream E
Permanent
10 linear feet
Riprap stabilization
Stream E
Temporary
30 linear feet
Construction access
Stream C
Permanent
28 linear feet
Culvert installation
Stream C
Permanent
12 linear feet
Dissipator pad
Stream B
Temporary
60 linear feet
Construction access
Pond A
Temporary
0.06 acres
Dewatering
TOTAL PERMANENT
WETLAND IMPACTS
0.030 acres
TOTAL PERMANENT STREAM IMPACTS
1,346 linear feet
TOTAL TEMPORARY STREAM IMPACTS
130 linear feet
1.3 Description of activity requiring verification:This verification would authorize the permanent
and temporary stream, wetland, and open water impacts as described in Table 1 below.
All temporary stream and open water impacts will be restored to pre-existing conditions
after the completion of construction.
1.4 Is this an After -the -Fact verification? No.
1.5 Date PCN determined complete for processing 2/22/2021
1.6 Jurisdiction Determination completed? A Preliminary JD was completed on 1/2512020.

SAW-2021-00109
1.7 Permit authority: Section 404 of the Clean Water Act (33 USC 1344)
1.8 Applicable Permit: NWP 12. Utility Line Activities and NWP 13. Bank Stabilization
Activities
1.9 Activity requires written waiver of NWP limits? No.
1.10 Activity requires a waiver from the requirements of a regional condition(s)? No.
2.0 Evaluation of the Pre -Construction Notification
2.1 Direct and indirect effects caused by the GP activity: The direct effects of the proposed
activity in waters would include the loss of jurisdictional waters (as specified in Section
1.3) and their associated aquatic resource functions. The proposed activity also has the
potential to result in indirect effects to waters including excess sedimentation in
downstream waters, disruption and/or killing of aquatic life in the direct vicinity of the
project area, increase of downstream flows, and blocking/restricting aquatic life
passage transiting in and through the project area. These indirect effects are expected
to be minimal due to design criteria and Best Management Practices (BMPs) required by
Nationwide Permit General and Regional Conditions. Additionally, indirect effects would
be further reduced through the implementation of BMPs required by state, local, and
Federal ordinances and regulations.
2.2 Site specific factors: The review area consists of undeveloped forest, open grassy areas,
and a sewer line right-of-way. The surrounding land use consists of undeveloped forest
areas, single-family residential developments and a golf course.
2.3 Coordination
2.3.1 Was the PCN coordinated with other agencies? No.
Agency coordination with the USFWS is required for the Northern Long Eared Bat.
However, the Corps is not required to wait for a response from the USFWS Asheville
Office in accordance with local procedures.
2.3.2 Was the PCN coordinated with other Corps offices? No.
2.4 Mitigation
2.4.1 Provide brief description of how the activity has been designed on -site to avoid and minimize
adverse effects, both temporary and permanent, to waters of the United States to the
maximum extent practicable at the project site:The applicant provided a detailed statement
describing their efforts to avoid and minimized impacts to waters of the United States
on the project site in the preconstruction notification. Based on this information, the
Corps believes the applicant has avoid and minimized impacts to waters of the United
State to the maximum extent practicable.
2.4.2 Is compensatory mitigation required for unavoidable impacts to jurisdictional aquatic resources
to reduce the individual and cumulative adverse environmental effects to a minimal level?
Yes.

SAW-2021-00109
Provide rationale: Compensatory mitigation is required to ensure minimal adverse
environmental effects. The project area is located within the Lower Catawba watershed
(HUC 03050103) which is highly urban. This area has a long history of intensive land
uses which has resulted in long term degradation to aquatic resources. The watershed
has rapidly converted to developed area and impervious surfaces since the 1970's due
to the rapid expansion of the Charlotte metropolitan area. The National Land Cover
Dataset estimated that 7.697% of the watershed (HUC 03050103) consisted of
impervious surfaces in 2011. This is expected to be 8.5-9% today based on the pace of
development in this watershed since 2011. Scientific literature cited by the USEPA
Office of Water Recovery in their 09/01/2011 dated Recovery Potential Metrics Summary
Form for watershed percent impervious cover suggests that these levels of impervious
surfaces cause substantial physical, chemical, and biological harm to the aquatic
environment. Additionally, there are currently no private mitigation banks or in -lieu fee
sites with credits available to offset losses of aquatic function from private development
in this watershed. Given the quality of the waters to be impacted, the scarcity of similar
resources in this watershed, and the largely urban nature of the watershed, the waters
within the project area provide important aquatic resource functions to downstream
waters that are difficult to replace. The loss of these functions in this setting and in the
proposed quantities necessitates compensatory mitigation to ensure that cumulative
impacts to onsite and downstream aquatic resources are individually and cumulatively
minimal.
2.4.3 Type and location of compensatory mitigation
Is the impact in the service area of an approved mitigation bank? Yes.
if yes, does the mitigation bank have appropriate number and resource type of credits
available? Yes.
Is the impact in the service area of an approved in -lieu fee program? Yes.
If yes, does the in -lieu fee program have the appropriate number and resource type of credits
available? Yes.
Selected compensatory mitigation type/location(s): See Table 2
Table 2: Mitigation Type and Location
Mitigation bank credits
X
In -lieu fee program credits
Perm ittee-responsible mitigation under a watershed approach
Perm ittee-responsible mitigation, on -site and in -kind
Perm ittee-responsible mitigation, off -site and/or out of kind
Does the selected compensatory mitigation option deviate from the order of the options
presented in §332.3(b)(2)-(6)? N/A.
If yes, provide the rationale for the deviation, including the likelihood for ecological success
and sustainability, location of the compensation site relative to the impact site and their
significance within the watershed, and/or the costs of the compensatory mitigation project (see
33 CFR §332.3(a)(1)):

SAW-2021-00109
2.4.4 Amount of compensatory mitigation: 80 linear feet of stream credits. and 0.03 acres of
wetland credits
Rationale for required compensatory mitigation amount: This amount of compensatory
mitigation is required because the mitigation site is located in a different watershed/8
digit HUC than the impacted aquatic resources. Stream C will be permanently impacted
for 40lienar feet. The PCN lacked site specific information such as North Carolina
Wetland Assessment Methodology and North Carolina Stream Assessment
Methodology to determine the current quality of the impacted stream (i.e., Stream C).
Without understanding of the current quality of the impacted stream, the Corps
assumes this stream as high quality and determined the compensatory mitigation ratio
accordingly (i.e., 2:1). In addition, the project proposed to convert 0.03 acres of a
forested wetland to a herbaceous wetland. While this impact to permanent but not
considered a loss of jurisdictional waters, compensatory mitigation (at a reduced ratio)
is still considered for wetland conversion impacts. Therefore, the conversion of 0.03
acre of wetlands will be mitigated for at a 1:1 ratio.
Click here to enter text.
3.0 Compliance with Other Laws, Policies and Requirements
3.1 Section 7(a)(2) of the Endangered Species Act (ESA)
3.1.1 ESA action area: The action area includes the waters of the United States that will be
directly affected by the proposed work or structures and uplands directly affected as a
result of authorizing the work or structures.
3.1.2 Has another federal agency taken steps to document compliance with Section 7 of the ESA
and completed consultation(s) as required? No.
3.1.3 Known species/critical habitat present? No. The Corps has determined that it has fulfilled
its responsibilities under Section 7(a)(2) of the ESA.
IPAC Species in Mecklenburg County:
NAME: Northern Long-eared Bat (Myotis septentrionalis) STATUS: Threatened
NAME: Carolina Heelsplitter (Lasmigona decorata) STATUS: Endangered
NAME: Rusty -patched bumble bee (Bombus affinis) STATUS: Endangered
NAME: Michaux's sumac (Rhus michauxii) STATUS: Endangered
NAME: Schweinitz's sunflower (Helianthus schweinitzii) STATUS: Endangered
NAME: Smooth coneflower (Echinacea laevigata) STATUS: Endangered
Effect determination(s), including no effect, for all known species/habitat, and basis for
determination (s): Based on the latest version of the Natural Heritage Program's NHEO
data, there are listed species located within or in the vicinity of the action area and this
activity is one that may affect those listed species. The Corps has determined the
proposed activity will not directly or indirectly affect any species subject to the ESA. .
3.1.4 Consultation with either the National Marine Fisheries Service and/or the U.S. Fish and Wildlife
Service was initiated and completed as required, for any determinations other than "no effect"
(see the attached "Summary" sheet for begin date, end date and closure method of the
consultation).
The USACE reviewed this project in accordance with (IAW) the NLEB Standard Local
Operating Procedures for Endangered Species (SLOPES) between the USACE,

SAW-2021-00109
Wilmington District, and the Asheville and Raleigh U.S. Fish and Wildlife Service
(Service) Offices, and determined that the action area for this project is located outside
of the highlighted areas/red 12-digit HUCs and activities in the action area do not
require prohibited incidental take; as such, this project meets the criteria for the 4(d)
rule and any associated take is exempted/excepted. IAW the NLEB SLOPES, the USACE
sent a Situation 1 email to the Service on February 22, 2021, informing them about this
project.
Service Concurrence: as established in the NLEB SLOPES, this project does not require
prohibited intentional take of the NLEB and it meets the criteria for the 4(d) rule;
therefore any associated take is exempt and it is not necessary for the USACE to wait
30 days for the Service to object or concur.
Based on a review of the information above, the Corps has determined that it has fulfilled its
responsibilities under Section 7(a)(2) of the ESA.
3.2 Magnuson -Stevens Fishery Conservation and Management Act, Essential Fish Habital
(EFH) The NWPs/RGPs were coordinated with the NMFS during the permit renewal
process. NMFS coordination/EFH consultation is required if the activity affects SAV.
This activity does not affect SAV. Therefore, NMFS coordination/EFH consultation has
been completed.
3.2.1 Has another federal agency taken steps to comply with EFH provisions of Magnuson -Stevens
Act? No.
Click here to enter text.
3.2.2 Did the proposed project require review under the Magnuson -Stevens Act? No.
3.3 Section 106 of the National Historic Preservation Act (Section 106)
3.3.1 Section 106 permit area:The permit area includes those areas comprising waters of the United
States that will be directly affected by the proposed work or structures, as well as activities
outside of waters of the U.S. because all three tests identified in 33 CFR 325, Appendix
C(g)(1) have been met.
Final description of the permit area: All three test have been met and portions of the larger
project undertaken outside of waters of the U.S. are in the permit area. Activities
undertaken outside WOUS are included in the permit area because those activities are
directly associated and integrally related with the authorized work and those activities
would not occur but for the authorization of the work within the WOUS.
3.3.2 Has another federal agency taken steps to comply with Section 106 of the National Historic
Preservation Act and completed consultation(s) as required? No.
3.3.3 Known cultural resource sites present and/or survey or other additional information needed?
No. Based on the NCDCR "HPOWEB" service and aerial photographs, there are no
known historic properties located in the permit area or in close proximity to the permit
area.
Effect determination and basis for that determination: The Corps has determined the
proposed activity has no potential to cause effects to properties listed or eligible for
listing in the National Register of Historic Places, because the project is located in areas

SAW-2021-00109
that have been extensively modified. This activity is so limited in nature and scope that
there is little likelihood of impinging upon a historic property even if such properties
were present within the affected area(s).
3.3.4 Consultation was initiated and completed as required with the appropriate agencies, tribes
and/or other parties for any determinations other than "no potential to cause effects" (see the
attached "Summary" sheet for consultation type, begin date, end date and closure method of
the consultation). The Corps has determined that it has fulfilled its responsibilities under
Section 106 of the NHPA.
3.4 Tribal Trust Responsibilities
3.4.1 Was government -to -government consultation conducted with Federally -recognized Tribe(s)?
No. There are no known tribal interests in the project area.
Provide a description of any consultation(s) conducted including results and how concerns
about significant effects to protected tribal resources, tribal rights and/or Indian lands were
addressed. The Corps has determined that it has fulfilled its tribal trust responsibilities.
3.4.2 Other Tribal including any discussion of Tribal Treaty rights? Select Yes or No.
3.5 Section 401 of the Clean Water Act — Water Quality Certification (WQC)
3.5.1 Is a Section 401 WQC required, and if so, has the certification been issued or waived? A
general WQC has been issued for this permit.
3.6 Coastal Zone Management Act (CZMA)
3.6.1 Is a CZMA consistency concurrence required, and if so, has the concurrence been issued,
waived or presumed? N/A, a CZMA consistency concurrence is not required.
3.7 Wild and Scenic Rivers Act
3.7.1 Is the projectlocated in a component of the National Wild and Scenic River System, or in a
river officially designated by Congress as a "study river" for possible inclusion in the system?
No. According to http://www.rivers.gov, the proposed project area is not within a
designated or study river.
3.8 Effects on Corps Civil Works Projects (33 USC 408)
3.8.1 Does the applicant also require permission under Section 14 of the Rivers and Harbors Act (33
USC 408) because the activity, in whole or in part, would alter, occupy, or use a Corps Civil
Works project? No, there are no Corps Civil Works project(s) in or near the vicinity of the
proposal.
4.0 Special Conditions
4.1 Are special conditions required to ensure minimal effects, protect the public interest and/or
ensure compliance of the activity with any of the laws above? Yes.
4.2 Required special condition(s)

SAW-2021-00109
Special condition:
a. In order to compensate for impacts associated with this permit, mitigation shall be provided
in accordance with the provisions outlined on the most recent version of the attached
Compensatory Mitigation Responsibility Transfer Form. The requirements of this form,
including any special conditions listed on this form, are hereby incorporated as special
conditions of this permit authorization.
Rationale:See Section 2.4.2.
5.0 Determination
5.1 Waiver request conclusion, if required or select N/A: The Corps has determined the proposed
activity will result in no more than minimal adverse effects, based on a case specific review in
Section 2.0. Therefore, a waiver of the specified limits of this NWP will be granted.
5.2 The activity, with the required mitigation, will result in no more than minimal individual and
cumulative adverse effects on the aquatic environment and will not be contrary to the public
interest, provided the permittee complies with the special conditions identified above.
5.3 This activity, as described, complies with all terms and conditions of the permits identified in
Section 1.5.
PREPARED BY:
Bryan Roden -Reynolds
2021.03.01 13:19:20-05'00'
Date: 3/1 /2021
Bryan Roden -Reynolds

Compensatory Mitigation Responsibility Transfer Form
Permittee: Charlotte Water, Irene Okioga Action ID: SAW-2021-00109
Project Name: McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement County: Mecklenburg
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this
form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be
used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one
8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor
and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank
ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and
the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03050103, Catawba River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
40
0.03
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03050103, Catawba River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
80
0.03
Mitigation Site Debited: City of Charlotte Umbrella Stream and Wetland Mitigation Bank (Coliseum Creek [80 linear feetl
and Muddy Creek [0.03 acre])
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:

Signature of Sponsor's Authorized Representative Date of Signature
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE
Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case -by -case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions: A letter from City of Charlotte Umbrella Stream and Wetland Mitigation Bank
(Coliseum Creek and Muddy Creek), confirming they are willing and able to accept the applicant's compensatory mitigation
responsibility, dated 2/16/2021 was included with the preconstruction notification.
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to:1) the Permittee, 2) the USACE
Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 11405 Falls
of Neuse Road, Wake Forest, NC 27587 (email: [e-mail]). Questions regarding this form or any of the
permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: Bryan Roden -Reynolds
USACE Field Office: Charlotte Regulatory Office
US Army Corps of Engineers
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
Email: [e-mail]
Bryan Roden -Reynolds
2021.03.01 13:17:50-05'00'
USACE Project Manager Signature
3/1/2021
Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil

McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement June 1, 2021
Attachments CWS Project No. 2019-0062
Attachment C:
NCDEQ Water Quality Certification (DWR# 21-0038)

ROY COOPER
Governor
MICHA£L S. REGAN
Secretary
S. DANI£L SMITH
Director
NORTH CAROLINA
Environmental Quality
March 9, 2021
DWR# 21-0038
Approval #2
Mecklenburg County
Ms. Irene Okioga
Charlotte Water
5100 Brookshire Blvd.
Charlotte, NC 28216
Delivered via email to [e-mail]
Subject: APPROVAL of 401 Water Quality Certification with Additional Conditions
McMullen Creek Tributary at Quail Hollow Sanitary Sewer Project
Dear Ms. Okioga:
You have our approval for the impacts listed below for the purpose described in your application January 5,
2021, submitted to the Division of Water Resources (Division) February 18, 2021, and payment received on
February 22, 2021. The Division has determined that the proposed project and impact will comply with water
quality requirements covered by the attached Water Quality General Certification Number 4133, 4134 and the
conditions listed below, provided that you adhere to the certification located at
https://deg.nc.gov/about/divisions/water-resources/water-quality-permitting/401-buffer-permitting-
branch/general and the conditions listed below.
This certification is associated with the use of General Permit Number 12 and 13 once they are issued to you
by the U.S. Army Corps of Engineers. Please note that you should get any other federal, state or local permits
before proceeding with your project, including those required by (but not limited to) Sediment and Erosion
Control, Non -Discharge, and Water Supply Watershed regulations. This approval replaces the previous
approval that was issued on March 3, 2021.
The following proposed impacts are hereby approved. No other impacts are approved, including incidental
impacts. [15A NCAC 02H .0506(b)]
Type of Impact
Amount Approved
Temporary Impact
Amount Approved
Permanent Impact
Stream Restoration
Culvert/Rip rap
130 linear ft.
1,286 linear ft.
60 linear ft.
Wetland
1 0 acres
0.03 acres
Open Waters
1 0.08 acres
0 acres
This approval is for the purpose and design described in your application. The plans and specifications for this
project are incorporated by reference as part of this Certification. If you change your project, you must notify
the Division and you may be required to submit a new application package with the appropriate fee. If the
property is sold, the new owner must be given a copy of this Certification and is responsible for complying with
all conditions. [15A NCAC 02H .0507(d)(2)]
EQ
North Carolina Department of Environmental Quality I Division of Water Resources
Mooresville Regional Office 1 610 East Center Avenue, Suite 301 1 Mooresville, North Carolina 26115
Nf IHTH (:4:?�"1!.INA '�
ity /`� 704,663.1699

If you are unable to comply with any of the conditions of the attached Water Quality General Certification or
with the additional conditions itemized below, you must notify the Mooresville Regional Office within 24 hours
Additional conditions:
Diversion Ditches and other storm water conveyances as related to the sediment and erosion control
measures shall be matted and/or stabilized to reduce sediment loss and turbidity. This includes
interior/exterior slopes of sediment basins. [15A NCAC 02H .0506 (b)(3) and (c)(3)]
2. Stormwater discharge structures at this site shall be constructed in a manner such that the potential
receiving streams (of the discharge) will not be impacted due to sediment accumulations, scouring or
erosion of the stream banks. [15A NCAC 02B .0203]
Justification: In order to protect against impairment of water quality standards and best usage of receiving
and downstream waters, water quality based management practices must be employed to protect against
direct or indirect discharge of waste or other sources of water pollution.
This approval and its conditions are final and binding unless contested. [G.S. 143-215.5]
This Certification can be contested as provided in Chapter 150B of the North Carolina General Statutes by
filing a Petition for a Contested Case Hearing (Petition) with the North Carolina Office of Administrative
Hearings (OAH) within sixty (60) calendar days. Requirements for filing a Petition are set forth in Chapter
150B of the North Carolina General Statutes and Title 26 of the North Carolina Administrative Code. Additional
information regarding requirements for filing a Petition and Petition forms may be accessed at
http://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone]
One (1) copy of the petition must also be served on DEQ as follows:
Mr. Bill Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review by the Division under Section 401 of the Clean Water Act. If you have any
questions, please telephone Mr. Alan Johnson in the Mooresville Regional Office at 704-663-1699.
Sincerely,
DocuSigned by:
A-r.. 4tW H P44•ft for
F161FB69A2D84A3...
W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office, DEQ
Attachments
cc: Army Corps of Engineers, Charlotte, email
Megan Bollero, Carolina Wetland Services, Inc., mega n(u)_cws-inc.net
DWR 401 & Buffer Permitting Branch file
MRO, Land Quality

CERTIFICATE OF COMPLETION
NCDWR Project No.:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
County:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401 Wetland & Buffer Permitting
Unit, North Carolina Division of Water Resources, 1617 Mail Service Center, Raleigh, NC, 27699-1617. This form may be
returned to NCDWR by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to
send certificates from all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
Signature:
Agent's Certification
Date:
I, , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
Signature:
Engineer's Certification
Partial Final
Date:
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance and intent of the 401
Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature Registration No. Date

McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement June 1, 2021
Attachments CWS Project No. 2019-0062
Attachment D:
Original Impact Drawings

APPLICATION FOR NON -DISCHARGE PERMIT
GRAVITY SEWER MAIN EXTENSION
CHARLOTTE WATER
PROJECT NAME PROPOSED 8", 12" AND 16" SANITARY SEWER TO SERVE CREEK BASIN
MCMULLEN CREEK TRIBUTARY AT QUAIL HOLLOW
CLTWater PROJECT NO.:
PROJECT TYPE: ❑NEW CONSTRUCTION ®RELOCATION ❑MODIFICATION OF PERMIT NO.
OTHER
VOLUME OF WASTEWATER GENERATED BY THIS PROJECT: _
ON 190 GAL/DAY/SINGLE FAMILY HOUSEHOLD X
* GALLONS PER DAY BASED
HOUSEHOLDS OR
135 GAL/DAY/MULTI-FAMILY UNIT X * UNITS OR IS BASED ON :
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
❑ SCHOOL
❑ APARTMENTS/CONDO'S
❑ COMMERCIAL
❑ INDUSTRIAL
❑ 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:
N/A
IF A PRETREATMENT PERMIT IS REQUIRED, HAS ONE BEEN ISSUED? YES ❑ NO
HAS ENGINEER DETERMINED THAT DOWNSTREAM SEWERS ARE CAPABLE TO HANDLE THIS FLOW? ® YES ❑ NO
PERMIT NO. FOR SEWERS IMMEDIATELY DOWNSTREAM
PIPE DIAMETER OF SEWERS IMMEDIATELY DOWNSTREAM 33 INCH
HAS ENGINEER DETERMINED THAT NC DEM AND CLTWater MINIMUM DESIGN STANDARDS ARE MET BY THIS
PROJECT? ® YES ❑ NO
COMPLETE NAME AND ADDRESS OF ENGINEERING DESIGN FIRM:
CHARLOTTE WATER
5100 BROOKSHIRE BOULEVARD
CHARLOTTE, NORTH CAROLINA 28216
TELEPHONE [phone]
PROFESSIONAL ENGINEER'S CERTIFICATION:
I, JASONDORN , ATTEST THAT THIS APPLICATION FOR MCMULLEN CREEKTRIBUTARY AT
QUAIL HOLLOW 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:
CLTWater PERMIT NO.
PLANT FLOW ALLOCATION RECORDED BY:
PERMIT APPROVED BY:
ISSUED
KERI B. CANTRELL, PhD, P.E., CHIEF ENGINEER
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: ED GODSEY, PLS
ADDRESS: 11657 ROZZELLES FERRY RD
PHONE: [phone]
DATE SURVEY COMPLETED: -
DEVELOPER: N/A
ADDRESS: -
PHONE: -
CONTRACTOR: - ATLANTIC COAST CONTRACTORS, INC
INDEX OF SHEETS
SHEET NO. 1 COVER SHEET
CHARLOTTE PRELIMINARY PLANS SHEET NO.2 NOTES (1)
— SHEET NO. 3 NOTES (2)
NOT FOR CONSTRUCTION SHEET N0.4 EROSION CONTROL (1)
SHEET NO. 5 EROSION CONTROL (2)
SHEET NO. 6 EROSION CONTROL (3)
kAJ IrEFZ SHEET NO. 7 EROSION CONTROL (4)
SHEET NO. 8 PLAN &PROFILE - STA 0+00 - 10+00
SHEET NO. 9 PLAN &PROFILE - STA 10+00 - 20+00
SHEET NO. 10 PLAN &PROFILE - STA 20+00 - 30+00
SHEET NO. 11 PLAN &PROFILE - STA 30+00 - 40+00
SHEET NO. 12 PLAN &PROFILE - STA 40+00 -END
& LATERAL REROUTE
SHEET NO. 13 PLAN &PROFILE - GLENEAGLES - STA
CHARLOTTE, NORTH CARO]LINA 0+00-END
SHEET NO. 14 MCMULLEN CREEK RELAY - STA 0+00
-END
SHEET NO. 15 PIPELINE REHABILITATION PLAN (1)
RIBUTAR
TY
�SHEET NO. 16 PIPELINE REHABILITATION PLAN (2)
Mu""'�MULLEN Uf�REEK SHEET NO. 17 PIPELINE REHABILITATION PLAN (3)
SHEET NO. 18 PIPELINE REHABILITATION PLAN (4)
SHEET NO. 19 DETAILS (1)
SHEET NO.
QUAIL HOLLOW 'RE P L U"�
DETAILS (2)
EMENT SEWER SHEET NO. 2�1 DETAILS (3)
SHEET NO. 22 DETAILS (4)
JANUARY 2021
VICINITY MAP
NOT TO SCALE
NCDEQ PERM/T 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 = 11.6 ACRES
CHARLOTTE WATER CONTACT:
TESHA OKIOGA
PHONE: [phone]
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
APPROVAL SEAL
N.C.P.E.
SUMMARY OF SEWER MAINS & MANHOLES
SIZE I LENGTH II SIZE I LENGTH
8" 226 LF
12" 1,356 LF
16" 2,959 LF
TOTAL NO. OF MANHOLES: 14
TOTAL NO. LOTS SERVED:
PROJECT NAME: MCMULLEN CREEK TRIBUTARY AT
QUAIL HOLLOW - REPLACEMENT SEWER
INSPECTOR: -
INSIDE CHARLOTTE: (V�YES ( ) NO:
TOPO NO: -
JOB NO: 2019000745 FILE NO:
DATE OF ACTIVATION:
No. Dote By Revision I DATE AS BUILT: BY:
A CITY OF CHARLOTTE DEPARTMENT

GENERAL NOTES
1. THESE GENERAL NOTES ARE INTENDED TO DIRECT THE CONTRACTOR TO CERTAIN
KEY ASPECTS OF THIS PROJECT. DETAILED INFORMATION CONCERNING THE SCOPE
OF WORK, CONSTRUCTION SEQUENCE, TECHNICAL SPECIFICATIONS, AND OTHER
MATTERS ARE CONTAINED IN THE PROJECT MANUAL.
2. CONSTRUCTION DRAWINGS DEPICT A COMBINATION OF GROUND SURVEY
INFORMATION, & AVAILABLE GIS INFORMATION. GROUND SURVEY HAS BEEN
COMPLETED WHERE IT WAS DEEMED TO BE NECESSARY FOR DESIGN OF THE
PROJECT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY
BETWEEN THE GROUND SURVEY, SUBSURFACE CONDITIONS, AND ACTUAL FIELD
CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL SUBSURFACE
UTILITIES. CHANGES OR DEVIATIONS FROM THE CONFIGURATION, CONNECTIVITY,
DIMENSIONS, DEPTHS, AND OTHER INFORMATION PERTINENT TO THE SANITARY
SEWERS IN THE PROJECT AREA WILL BE REPORTED TO THE ENGINEER, AND
RECORDED BY THE CONTRACTOR IN THE RECORD DRAWINGS THAT ARE REQUIRED
AS PART OF THIS CONTRACT.
3. THE MOST RECENT EDITION OF THE THE CITY OF CHARLOTTE TECHNICAL
SPECIFICATIONS AND DETAIL DRAWINGS FOR WATER LINE AND SANITARY SEWER
LINE CONSTRUCTION WILL GOVERN ALL WATER AND SANITARY SEWER
CONSTRUCTION.
LEGEND
BUILDING
CURB & GUTTER
EDGE OF ROADWAY
EXISTING FIRE HYDRANT
EXISTING IRON PIN
EXISTING WATER VALVE
EXISTING WATER MAIN
EXISTING q SANITARY SEWER
EXIST. SAN. SEWER MANHOLE STRUCTURE
EXISTING GAS MAIN
EXISTING GAS SERVICE
FENCE
GAS STRUCTURE
UNIDENTIFIED POST
UNIDENTIFIED STRUCTURE
GUARD RAIL
MARSH, POND, WETLAND OR LAKE
OVERHEAD ELECTRIC
PIERS
POWER POLE/GUY WIRE
PROPERTY LINE
RIP - RAP
ROAD/STREET R/W
SEDIMENT FENCE (SILT FENCE) STD. 6.62
SEDIMENT FENCE OUTLET
SIDEWALK
STREET SIGN (LABEL TYPE)
STORM DRAIN/CATCH BASIN, YARD AND DROP INLET -
TOWER LINE
TREE & BUSH
UNDERGROUND CABLE
UNDERGROUND ELECTRIC
UNDERGROUND TELEPHONE
RAILROAD
WATER METER
WATER VALVE
TREE LINE
BRUSH LINE
SUBSURFACE INVESTIGATION
PERMANENT UTILITY EASEMENT
TEMPORARY CONSTRUCTION EASEMENT
SEWER EASEMENT
GAS EASEMENT
30' STREAM BUFFER
INLET PROTECTION
GAS CROSSING
TEMPORARY STREAM CROSSING
CONCRETE DRIVEWAY (PROFILE)
ASPHALT DRIVEWAY (PROFILE)
PROPERTY LINE
FEMA FLOODWAY LINE
100-YR COMMUNITY FLOODWAY LINE
FEMA FLOODPLAIN LINE
100-YR COMMUNITY FLOODPLAIN LINE
IRRIGATION SPRINKLER
0
w-
SS
G
Gs
OE
ri
EITHER / OR
R/w
SFO
SW
OE
O
uc
-UT UT UT
■
14
0
PE
TCE
SSE
E
�TI
NC DEQ EROSION CONTROL
NOTES/CONSTRUCTION SEQUENCE
1. THE PROJECT SHALL COMPLY WITH EROSION AND SEDIMENT CONTROL PERMIT ISSUED BY
NC DEQ FOR PROJECT.
2. CONTRACTOR SHALL PREVENT EROSION OF SOIL AND SEDIMENTATION ON THE SITE AND ON
ADJACENT PROPERTY RESULTING FROM HIS CONSTRUCTION ACTIVITIES. EROSION AND
SEDIMENT CONTROL MEASURES AS SHOWN ON SHEETS 4 THROUGH 7 SHALL BE INSTALLED
PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES. THE CONTRACTOR
SHALL MAINTAIN EROSION CONTROL MEASURES UNTIL THE COMPLETION OF
CONSTRUCTION AND APPROVAL BY THE ENGINEER TO REMOVE.
3. CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL
ON ACTIVE ROADWAYS. ANY MUD/SOIL TRACKED ON ROADWAYS SHALL BE CLEANED DAILY.
4. EROSION CONTROL MEASURES WILL BE INSPECTED DAILY BY THE CONTRACTOR. EROSION
CONTROL MEASURES IN NEED OF REPAIR WILL BE REPAIRED BY THE CONTRACTOR PRIOR TO
CONTINUING WITH THE PROJECT WORK.
5. IF EROSION CONTROL MEASURES, IN ADDITION TO THOSE SPECIFIED AND REQUIRED ON THE
DRAWINGS, ARE REQUIRED BY THE ENGINEER DUE TO THE ACTION OR PROCESSES OF THE
CONTRACTOR, ALL COST SHALL BE AT THE CONTRACTOR'S EXPENSE AND AT NO ADDITIONAL
COST TO THE OWNER.
6. FOR ON SITE TEMPORARY STOCKPILE OF SOIL MATERIAL THE CONTRACTOR MUST INSTALL
SILT FENCE CONTAINMENT AREA IN ACCORDANCE WITH DETAIL 1-A.
7. SEE SHEET 3 FOR NPDES NCGO1, GROUND STABILIZATION REQUIREMENTS. SEEDING SHALL
BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS OR AS DIRECTED BY PLANS.
8. A PERMANENT VEGETATIVE COVER SUFFICIENT TO RESTRAIN ACCELERATED EROSION SHALL
BE ESTABLISHED ON ALL DISTURBED AREAS. TEMPORARY VEGETATIVE COVER SHALL BE
ESTABLISHED DURING ALL TIMES OF THE YEAR NOT SUITABLE FOR THE ESTABLISHMENT OF
PERMANENT VEGETATIVE COVER. ANY TEMPORARY SEEDING THAT THE INSPECTOR
DETERMINES AS FAILING WILL BE RE -SEEDED UPON NOTIFICATION OF THE CONTRACTOR.
9. AT THE COMPLETION OF THE WORK OR AT SUCH TIME AS THE ENGINEER, OWNER, AND
STATE REGULATORY AGENCY DETERMINE THAT ADEQUATE PERMANENT EROSION CONTROL
MEASURES HAVE BEEN ESTABLISHED, THE CONTRACTOR SHALL REMOVE THE EROSION
CONTROL MEASURES AND DISPOSE THEM OFF SITE.
10.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT TEMPORARY CONSTRUCTION
ENTRANCE IS SUFFICIENTLY STABLE AT ALL TIMES DURING CONSTRUCTION TO PREVENT
RUTTING AND TRACKING OF MUD BEYOND THE PROJECT LIMITS. IF THE CONTRACTOR DOES
NOTE MUD OUTSIDE OF THE PROJECT LIMITS, THEY SHALL IMMEDIATELY CLEAN UP THE SITE
AND MAKE NECESSARY IMPROVEMENTS. IF THE CONTRACTOR NOTES EXCESSIVE RUTTING
OF THE CONSTRUCTION ENTRANCE OR WET, LOW SPOTS, ETC. THEY SHALL CONTACT THE
OWNER OR ENGINEER FOR DIRECTION. AT THE DIRECTION OF THE OWNER, ENGINEER (OR
NCDEQ INSPECTOR), THE CONTRACTOR SHALL STABILIZE CONSTRUCTION ENTRANCE AS PER
DETAIL 1-F.
11.NO TEMPORARY PIPED STREAM CROSSINGS OF MCMULLEN CREEK OR TRIBUTARY CREEKS
WILL BE ALLOWED EXCEPT FOR THE TEMPORARY CROSSINGS NOTED ON THE PLAN AT
STATIONS 10+98 AND 29+21. ALL OTHER PROJECT AREAS WILL BE ACCESSED VIA ACCESS
ROADS AND EASEMENTS AS NOTED ON THE PLANS.
12.NO WORK SHALL TAKE PLACE IN MCMULLEN CREEK TRIBUTARY EXCEPT FOR THOSE AREAS
WHERE A STREAM BYPASS SET UP IS NOTED ON THE PLANS. ALL WORK WITHIN THE CREEKS
SHALL BE IN THE DRY.
OUTER LIMITS OF TEMPORARY CONSTRUCTION EASEMENT
AND/OR PERMANENT SEWER EASEMENT ARE EQUAL TO
THE LIMITS OF DISTURBED AREA ON ALL SHEETS
DISTURBED AREA = 11.6 AC
STANDARD DETAILS
THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE APPLICABLE TO
THIS PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF THESE PLANS. CDOT
STANDARDS SHALL BE USED.
CDOT STANDARDS:
PIEDMONT NATURAL GAS
EASEMENT NOTES
1. CONSTRUCTION ACCESS WILL BE ALLOWED IN THE PIEDMONT NATURAL GAS
RIGHT-OF-WAY AS PER THE ENCROACHMENT AGREEMENT.
2. THE GAS MAIN SHALL BE PROTECTED BY INSTALLING ORANGE SAFETY FENCING 5'
FROM THE GAS MAIN ALONG AREAS WHERE CONSTRUCTION TRAFFIC WILL BE
RUNNING PARALLEL TO THE MAIN. VEHICULAR CROSSINGS OVER THE GAS MAIN
SHALL BE MADE ONLY AT LOCATIONS DESIGNATED ON THE PLANS. VEHICULAR
CROSSINGS SHALL BE CONSTRUCTED PER CONSTRUCTION DETAIL 1-D.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALTERNATE
VEHICULAR GAS CROSSING LOCATIONS WITH PIEDMONT NATURAL GAS, AS NEEDED.
4. USE OF THE PIEDMONT NATURAL GAS EASEMENT FOR STORAGE OR STAGING AREA
IS NOT PERMITTED UNLESS APPROVED BY PIEDMONT NATURAL GAS FIELD
INSPECTOR. STORAGE SHALL BE LIMITED TO NO MORE THAN TWO WEEKS AT ANY
LOCATION. CONTRACTOR TO ENSURE THAT ACCESS TO THE FULL LENGTH OF THE
GAS EASEMENT IS AVAILABLE AT ALL TIMES TO PIEDMONT NATURAL GAS TO
ADDRESS MAINTENANCE OR EMERGENCY ISSUES.
5. THE USE OF EXPLOSIVES WILL NOT BE PERMITTED WITHIN PIEDMONT NATURAL GAS
RIGHT-OF-WAY AS PER THE APPROVED ENCROACHMENT AGREEMENT.
6. THE CONTRACTOR SHALL BE LIABLE FOR ANY DAMAGE TO PIEDMONT NATURAL GAS
FACILITIES RESULTING FROM CONSTRUCTION.
7. THE CONTRACTOR SHALL CROSS THE PIEDMONT NATURAL GAS LINE ONLY WHERE
NOTED ON THE PLANS.
8. ALL VEHICULAR CROSSINGS SHALL BE CONSTRUCTED WITH STEEL PLATES, TIMBER
MATS, OR EQUIVALENT AS PER DETAIL 1-D.
9. ANY DEVIATION FROM THE PLANS SHALL BE COORDINATED WITH PIEDMONT
NATURAL GAS AND IS THE RESPONSIBILITY OF THE CONTRACTOR.
FLOODPLAIN NOTES
1. THE CONTRACTOR IS INFORMED THAT THIS PROJECT IS IN A FLOODPLAIN.
2. ALL EXCESS MATERIALS RESULTING FROM THE CONSTRUCTION (DIRT, ROCK ETC.) OF
THE PROJECT SHALL BE HAULED OFF -SITE AND DISPOSED OF IN AN APPROVED
MANNER AT THE CONTRACTOR'S EXPENSE. THERE SHALL BE NO EXCESS MATERIAL
SPREAD AND LEFT IN RIGHT-OF-WAY. POST -CONSTRUCTION AND PRE -CONSTRUCTION
GRADES SHALL MATCH.
3. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE DONE TO THE
CONTRACTOR'S WORK BY HEAVY RAINS OR FLOODS AND SHALL TAKE ALL
REASONABLE PRECAUTIONS TO PROVIDE AGAINST DAMAGES BY BUILDING SUCH
TEMPORARY DIKES, CHANNELS, OR SHORING TO CARRY OFF STORM WATER AS THE
NATURE OF THE WORK MAY REQUIRE.
4. THE CONTRACTOR WILL BE RESPONSIBLE FOR TAKING ALL PRECAUTIONS NECESSARY
TO PROTECT THE PROPOSED SEWER FROM FLOOD, FLOATATION, AND DEBRIS,
INCLUDING, BUT NOT LIMITED TO, INSTALLATION OF WATERTIGHT PLUGS AND
TEMPORARY SEALING OF MANHOLES. OPEN ENDS OF PIPES SHALL BE PLUGGED
(WATERTIGHT) AT NIGHT.
5. THE CONTRACTOR SHALL PREPARE A BYPASS PUMPING PLAN THAT INCLUDES A
CONTINGENCY PLAN FOR LARGE RAIN EVENTS THAT MAY FLOOD THE WORK AREA.
CONTINGENCY PLAN MAY INCLUDE ELEVATING OF PUMPS, SECURING OF ALL BYPASS
LINES, SEALING MANHOLES FROM INFILTRATION, AND/OR TEMPORARY
REESTABLISHMENT OF EXISTING GRAVITY SEWER SYSTEM VIA INSTALLATION OF
TEMPORARY PIPING.
SUBSURFACE INVESTIGATION
Bore
Depth (ft)
Comments
PWR
Auger Refusal
Water
Termination
Station #
B-1
8
10
1+00
Auger Probe
B-2
9
10
1+66
B-3
-
10
4+32
B-4
0
0
7+28
Could Not Drill Past Surface Rock
B-5
9
10
11+31
B-6
10
12+92
B-7
10
14+39
B-8
10
15+85
B-8A
10-15
15
16+00
Auger Probe
B-9
8
8
20+87
B-10
6
5
6
25+92
B-11
12
28+57
Soft Digs
Sample
ID
Utility
Type
Station
Station
Offset
Coordinates
Depth to
Utility
Easting
Northing
TH-1
Sewer
13+14
-
1447900.42
500473.98
5
TH-1A
Gas
13+14
-
1447900.42
500473.98
6.62
TH-2
Gas
5+66
15 NE
NA
NA
3.83
TH-3
Sewer
0+36
-
NA
NA
3.14
TH-3A
Gas
0+36
-
NA
NA
5.73
TH-4
Gas
36+73
-
NA
NA
2.89
TH-5
Water
36+38
5 E
NA
NA
4.82
TH-6
Electric
36+24
6 E
NA
NA
1.83
APPROVALS (SEALS)
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
NCDEQ PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 AC.
•
itto)
Know what's below.
Call before you dig.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE WATER STANDARD
SPECIFICATIONS.
DIAGRAM NO. TITLE:
12 WORK AREA IN
T WITH 3 LIANES) U LANE CHARLOTTE
CHARLOTTE WATER
N.C.P.E. WJ)T E R
CHARLOTTE, NORTH CAROLING
CHARLOTTE LAND DEVELOPMENT STANDARDS:
STD. DTL NO.
40.02
TITLE:
TREE PROTECTION DETAIL
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601
Scales
PLAN -
PROFILE
Hor. -
Vert. -
MCMULLEN CREEK TRIBUTARY
AT QUAIL HOLLOW
REPLACEMENT SEWER
NOTES
I AKinTC(` CDT!
SRK I SMM
Revision I Surveyed By I Designed By I Drawn By I Project-Engr I Approved By
Date
Sheet Of
2 22
A CITY OF CHARLOTTE DEPARTMENT

NC DEQ - NCGO1 GROUND STABILIZATION & MATERIAL HANDLING
REAL ESTATE SPECIAL PROVISIONS
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HOW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HOW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
. Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erasion control products with or
reinforcement matting
without temporarygrass seed
■ Hydroseeding
• Appropriately applied straw or other mulch
■ Shrubs or other permanent plantings covered
■ Plastic sheeting
with mulch
■ Uniform and evenly distributed ground cover
9ufflcientto restrain erosion
• Structural methods such as concrete, asphalt or
rew in Ing wa lls
■ Rolled erosion control p roducts with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offs[te.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
aNSITE C011,1CRETE �rASHOUT
STRUCTURE NITM LINER
r�r�.�_ �r
�r+U � Y
,rr rape is�4 41
;""
rrraT*. e4l A .+uilr`°d.q sa44•i
Ill
Lrt
ids. pw�rru�gsaa,14■i.ne_ he.Ict4llr ��•ruA
grig* K ,r a. PT sTRucTugr
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NC DEQ - NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect (during normal
Inspection rxords must indudw
business hours
(1) Rain gauge
Daily
Daily rdinfdll arfmunts,
maintained in
If no daily rain gauge observations are made during weekend or
good wwklrig
hollday periods, and no indlvidual day rainfall informatlon is
order
available, record the cumulative rain measurement for those un
attended days (and this will determine if a site inspeeliun is
ne:eded). Days on which no, rainfall occurred shall be recorded as
-:ero." The permittee may use another rain-manitvring device
approved by the DwIsion
(2) F&sc
At least onto per
t Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspect lon,
and within 24
3. Name of the penun pe fof nnng lhr irap-tiers,
hours of a rain
4. Indical ion of whel her the niteasures were apera Iins
event a 1-0inch In
properly.
24 hours
S. Description of maintename needs for the measure,
6. De•sVi in Ion. evidence. and date of corrective act urns take,i
(3) Starmwater
At least once per
1. Ide ntificatlon of the dlscha rga outfa Its ire petted,
discharge
7cale ndar days
2. Dal e a rxi tim a of t he inspen ion,
outfal is (51>05)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4, f:viccr ce of Ind lcators of starmwater pollut Ion such as oll
event > LD inch in
sheen, floating or suspended solids or discoloration,
24 hours
S. Indication ofvisible sedlrnent leaving the site,
6. DP criP lion evidence and date of correct ive act ions taken.
(4) Pcritn rater of
At least ont.e per
If visible sedhne prat tun Is Found outside site lim Its, then a retard
site
7 cakrndar days
of the following shall be made:
and within 24
1 Actions taken to; Iran up or stahiliie the sedlmem that has IeR
hours of ra In
the site ll m Its.
event s 1.0 inch in
2. Description, evidence, and date of correct iw actions taken, and
24 hours
3. An min la nation as to the actions taken to control future
re eases.
Is)Strna ens nr
At least once per
If the strea in or wet la rid has incrrmed visili lei Nadi enema l inn rrra
wetlands vusile
7wlerdar days
stream has, visib le Increased lur hidity fmnr the cum tr uclieu
or offsiie
and within 24
activity, then a rew rd of the Following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accesslblel
event P 1.0 inch In
2. Records of the required reports to the appropriate Division
24 hours
Regional 6ffiw per Fart III, Sed on C, item 2lia} of this permit.
16) Ground
After each phase
1. The phase of grading (Install atlon of perimeter E&SC
slabdieatiun
of grading
inures, clad ring and gru bbierrg, installation of steam
measure.,
drainage radlil ies, wmp let ion of all land -disturbing
activity, construction of redereiop ment, perma near
ground cover),
2. Dueu mernalion that the req ulfed ground slabilitalitm
m-surm have hewn providied within the required
ti meframe or an assurance that they wiF! be pmvided as
soon as possible,
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a} Itach L&SC measure has hecn installed
Initial and date each MSC measure on aeopy
and does not significantly deviate from the
of the approved L&SC plan or complete, date
larat ions, di mensio ns and relative elevations
and sign an inspection report that lists each
shown on the approved L&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required span the
Initial installation of the E&SC measures or if
the L&SC measures are modified after initial
Installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
rep art to indicate completion of the
construction phase.
(c) Ground cover is located and Installed
Initial and date a copy of the approved E&SC
In accordance with the approved L&SC
plan or complete, date and sign an Inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a cop yaf the approved E&SC
to E&SC measures.
plan or complete, date and sign an Inspection
report to indicate the completian of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
g
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence Re portin 7imeframes After Discovery) and Other Requirements;
Ia) Visible sediment ■ Within 24 hours, an oral or electron icnot ification.
deposition in a ■ Within 7 calendar days, a report that contains a description of the
stream or wetland sediment and actions taken to address the cause of the deposition.
pivision staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named onthe NC 303M list as Impaired for sedirnerit
related causes, the permittee may be required to perform additional
man itoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliant•:
with the federal orstate im aired -waters conditions.
[bl ail spills and Wthin24hours, an oral or electronic n at ificatia n. The notification
release of shall include information about the date, time, nature, volume and
hazardous location of the spi11 or release.
substances per Item
1(b)-[ej above
Jr) anticipated ■ Rreporrat himst ten days before the date of the bypass, if possP&fe.
bypasses [40 CFR the report shall include an evaluation of the anticlpated quality and
122-41(m)(3)] effect of the bypass. _
(dj Unanticipated Within 24 hours, an oral or electronic notification.
bypasses [40 CFR 1Arothin 7rvlendw days, a report that indodes an evaluation of the
122.41(m)(3)] quality and effect of the hypass.
le) Noncompliance Within24 hours, an oral or electronic notification.
with the conditions • within i th n 7 calendar d s a re rt that wntalns a desul ton of the
oY . Po P
of th i s pe rrnit that noncompliance, and Its causes; the pentad of noncompliance,
may endanger including exact dates and times, and if the noncompliance has not
health or the been corrected, the anticipated time nonco mp I is nce is expected to
environmenti40 continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(II(711 prevent reoccurrence of the noncompliance- 140 CFR 122-41(l)(6)-
Division staff may waive the requirement for a written report on a
case by cast basis.
PLEASE REFER TO THE PROJECT MANUAL FOR COMPLETE PARCEL SPECIAL
PROVISIONS. BELOW IS A SUMMARY OF KEY ITEMS BY PARCEL.
1. 27
2. 28
3. 29
4. 30
5. 31
6. 32
7. 33
8. 34
9. 44
10. 45
11. 46
12. 47
13. 48
14. 49
15. 50
16. 51
17. 52
18. 53
19. 54
20. 55
21. 56
22. 57
23. 58
24. 59
25. 60
26. 61
27. 62
28. 63
TBD
APPROVALS (SEALS)
N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
ce CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE N0. P-0601
0111111=1111110
NCDEQ PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 AC.
•
5
tj
Know what's below.
Call before you dig.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE WATER STANDARD
SPECIFICATIONS.
CHARLOTTE CHARLOTTE WATER
W6TER CHARLOTTE NORTH CAROLINA
V I vv v. v
Scales
PLAN -
PROFILE
Hor.
Vert. -
As Built
I ANIITFr'
File No. MCMULLEN CREEK TRIBUTARY
AT QUAIL HOLLOW
- REPLACEMENT SEWER
NOTES
Date
SRK SRK JLD
Revision I Surveyed By I Designed By I DraWn By I Project-Engr I Approved By
Sheet Of
3 22
Date
A CITY OF CHARLOTTE DEPARTMENT

Al /: ,Ill \�
EXIST. 30' vv
SANITARY SEWER ��
EASEMENT (TYP.) ,
EXIST. 33" SANITARY - /
SEWER PIPE TO REMAIN
i IN PLACE (TYP.)
CW JOB #542-23 = '�
CW FILE #MM-2
/ MH 4140
I / R I // 49.8
N N 5 .8
1 A 53 .3
I / OI�T .2
/C
(SFi� FST� CONSTRUCTION
/�FF� X$� ACCESS VIA
BALTUSROL LN.
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
/ �� .----
- PROTECT EXIST. GAS-
_ \ \ I ( MAIN WITH ORANGE565 / \
l ,� FENCING PER DETAILI-D
\3635 SMFFH-FI LD 6kIUl2 RD - - / -PROP. TEMPORARY CONSTRUCTION r� I I� II / / J� i�/� � -
E, GN - / i EASEMENT ALONG GAS EASEMENT I I / /�% /%i%
C�41�/IDEE LAND COMPANY, DORO��I 14ARRIS,-
// PATRICIA M HARRIS, &GARY Wl-IARRIS
��- � �DEEDRfF�24988581 ` i--5-75--
/
\\\ - - - TA�CRARCECNZ9�22A- - _ - - - - _
\ \ \ \ \ \ \ \ \ \ \ \ 1 \ 1 EXIST. PROPERTY
LINE (TYP.)
555
flI
5/v6iv � �-3���20�`-
� Iw59.58
COMMUNITY 100YEAR rs1DE bRO
FLOODPLAIN (TYP.)
V. IN 5�`
OUT 5
FEMA 100-YEAR'
l j �' / FLOODPLAIN (TYP.) j / l/ \ I V PROP. 35' TEMPOF
\ 1 / CONSTRUC'
/ l \ 1
PROP. STREAMBANK RESTORATION /i /� i \ /
PER TABLE (THIS SHEET)
44 EASEMENT
�-
PROP. STREAMBANK RESTORATION'
PER TABLE (THIS SHEET)
PERFORM TEMPORARY STREAM
BYPASS PER DETAIL 2
E�
F-KUIVI IUF UF• bANK
75LF EACH SIDE
±582 SF RIP RAP STABILIZATION
±291 SF MAT & PLANTINGS
/3 3\
3635 SMITH ELD CHURCH RD
C�` �MpEE LAND COANY,_DOROTHY HARRIS�
TRICIA M HARRIS, & GARY W HARRIS �, v /
DEED REF: 24988-581 ---
TAX PARCEL NO: 20922201
_. .._.. .... .. _. ..._.. .. _ / \ LMI LRML 11 tr./
(APPROX.) REMOVE & REPLACE "
TO MATCH EXIST. (TYP.) \
cMUctENCRfFKTR�B.
EXIST. IRRIGATION SPRINKLER
/Annnw \ nrnnf-%Xir o nrni Af-r
PROP. 20' TEMPORARY
CONSTRUCTION
EASEMENT (TYP.)
QUAIL HOLLOW
GOLF COURSE
3
AREA
VICINITY MAP
N TS
PRELIMINARY PLANS NOT FOR CONSTRUCTION
930
tot) Know what's below.
Call before you dig.
EROSION CONTROL NOTES:
1. PROJECT IS LOCATED IN THE CATAWBA RIVER BASIN
2. ALL DISTURBED AREAS TO BE SEEDED AND
MULCHED IMMEDIATELY UPON COMPLETION OF
CONSTRUCTION.
3. EVERY 150 LF AND WHERE LOW SPOTS EXIST IN
TOPOGRAPHY THAT CONCENTRATE FLOW ALONG
SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL
1-B.
4. THE LIMITS OF DISTURBANCE SHALL BE DEFINED AS
THE PERMANENT EASEMENT AND TEMPORARY
EASEMENT AS SHOWN ON THE PLANS UNLESS
OTHERWISE NOTED.
5. ALL WORK WITHIN CREEKS SHALL BE COMPLETED IN
THE DRY. UTILIZE COFFER DAM AND PUMP AROUND
PER DETAILS 2-E & 2-D
Streambank Restoration
Start
End
Restoration
Length LF
Restoration Method
Detail
San. Sewer
Station
Offset
San. Sewer
Station
Offset
1+74.96
27.44
2+05.48
20.22
34
Bo u I d e r Toe
2-C
2+05.48
20.22
3+44.21
17.49
144
Streambank Stabilization*
Sheet 21
3+44.21
17.49
4+49.62
18.41
103
Wood Toe
2-B
4+49.62
18.41
4+84.22
19.45
37
Streambank Stabilization*
Sheet 21
4+84.22
19.45
5+50.28
15.62
67
Bo u I d e r Toe
2-C
5+50.28
15.62
6+27.80
18.25
81
Boulder Toe w/ Class B Stone
2-C
6+27.80
18.25
7+02.42
17.01
77
Streambank Stabilization*
Sheet 21
7+02.42
17.01
8+15.23
27.86
119
Wood Toe
2-B
8+15.23
27.86
10+03.81
20.40
206
Streambank Stabilization*
Sheet 21
10+03.81
20.40
10+70.25
22.93
70
Wood Toe
2-B
10+84.45
30.26
11+39.02
30.01
70
Streambank Stabilization*
Sheet 21
* Streambank stabilization to include grading the streambank at a 2:1 slope, placement of matting, live
staking, and seeding persheet 21. Riprap shall not be included as part of the streambank restoration
indicated in this table.
1
GRAPHIC SCALES
1 inch = 40 ft.
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDEQ PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 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

M dd
1g
xpp TCF
TOP OF BANK (TYP.)
A(J����' �pF OUTLET PER �,.� EXIST. 15' SANITARY �'ss
DETAIL 1-B (TYP.) SEWER EASEMENT (TYP.) \..
�� A-
0 \ ss
w v —00
tv
\ \ \ > 3d PROP. 20' TEMPORARY
\\� / ©I —2 p CONSTRUCTION
/ °00°-_
O 3d EASEMENT (TYP.) �
- \ SF
EXIST. IRRIGATION PIPE P SF O
(APPROX.) REMOVE & REPLACE F 0 O 3d
\ TO MATCH EXIST. (TYP.)
EXIST. IRRIGATION SPRINKLER 570 - 13 00 3d T
- - w\
(APPROX.) REMOVE &REPLACE-
- _ _\ TO MATCH EXIST. (TYP.)-580
3d
3
_ \ CONTRACTOR TO INSTALL DOUBLE
ROWS OF SILT FENCE ALONG OUTER z4 00\
LIMITS OF EASEMENT LOCATED ON O w
&\ PID #20956101 ((( pF \
585 -- `- -�
EXIST. IRRIGATION -575-- - SAND TRAP PF
VALVE (APPROX.) (TYP.) � � �`� 2� _ — ,
NEW PIPE TO BE
SA INTDVIA TALAO
PEN
CUINSTALLATION
�NDTRAP
\ _
/3 2\
—
,w�� Q LENEAGLES
QUAIL HOLLOW
COUNTRY CLU
DEED REF: 02437- ,71
— TAX PARCEL NO. 2 56]
M _
-------- PROP. TEMPORARY
CONSTRUCTION ENTRANCE
PER DETAIL 1-F
540
i y
/ �85 T7TTTT�T
/ � J
��7�7
EXIST. 12" HIGH PRESSURE GAS
_74- MAIN (APPROX. LOCATION) (TYP.)
Z4.; l
l�C)
GAS CROSSING hh
PER DETAIL 1 D
— o
58e- \3219 SEVEN EAGLES
— — - ERIC D ALPERT &-DONN-A-- K ALPERT
— — DEED REF: 04999-861 - -
TAX PARCEL NO:20938208
c �
�Eac�
0
QUAIL HOLLOW
GOLF COURSE
ROJECT AREA
�y
� pM
uN pFt
2
v
�VJV�
VICINITY MAP
N TS
V Know what's below.
Call before you dig.
GRAPHIC SCALE
0 20 40
1 inch = 40 ft.
EROSION CONTROL NOTES:
1. PROJECT IS LOCATED IN THE
CATAWBA RIVER BASIN
2. ALL DISTURBED AREAS TO BE SEEDED
AND MULCHED IMMEDIATELY UPON
COMPLETION OF CONSTRUCTION.
3. EVERY 150 LF AND WHERE LOW
SPOTS EXIST IN TOPOGRAPHY THAT
CONCENTRATE FLOW ALONG SILT
FENCE, INSTALL SILT FENCE OUTLET
PER DETAIL 1-B.
4. THE LIMITS OF DISTURBANCE SHALL
BE DEFINED AS THE PERMANENT
EASEMENT AND TEMPORARY
EASEMENT AS SHOWN ON THE PLANS
ACCESS VIA SEVEN EAGLES �' ���L�v 3101 SEVEN EAGLES UNLESS OTHERWISE NOTED.
(SEE INSET A THIS SHEET) �� \ TRUST JF HENDRICK III 5. ALL WORK WITHIN CREEKS SHALL BE
0 �/ I IRREVOCABLE & ROBERT C RICE COMPLETED IN THE DRY. UTILIZE
oo I // /�// DEED REF: 23133-036 COFFER DAM AND PUMP AROUND
SS ©� g / II �I TAX PARCEL NO: 20938204 PER DETAILS 2-E & 2-D
01
11: 119 SEVEN EAGLES
PA 7RI SWISHER & LAURA E S HER
\ DEED REF: 11539-055 / I /� I (i / \ \ �4
= � , I(I I -
\ \ E TAX PARCEL NO: 20938206 17 PRELIMINARY PLANS I / I � � \,
t
NOT FOR CONSTRUCTION
©© CONSTRUCTION SHALL BE IN ACCORDANCE WITH
EXIST. 35' GAS \ \ EX. PIPE TO BE / / j/ / j / // I I I I -- :: f ° ©° ///
CHARLOTTE WATER STANDARD SPECIFICATIONS.
� � � \ � � REPLACED VIA PIPE � / / / � � � \ P
EASEMENT (TYP.) � � ?�3 �• � I � � `�' o � / /// /
BURSTING (NO OPEN VA //� ��� %%_ �/ A \ V ©o© � //// NCDEQ PERMIT NO:
/ cur) x v v _ / I NCDOT ENCROACHMENT N0:
C `� I + EXIST. PROPERTY — -- - - O i �i °"� J l /
v 119 SEVEN EAGLES / I MUNICIPALITY: CHARLOTTE
LINE (TYP.) 52 !/ice A PAT -RI SWISHER & LAURA E S HER
DEED REF: 11539 055 ,�'� �� I I DISTURBED AREA: 11.6 AC.
° 3119 SEVEN EAGLES
-€` - 5
N!'S0 0937 � PATRICK L SWISHER & L-AURA' g5 TAX PARCEL NO: 20938206 SWISHER —
1446 2Q DEED REF: 11539-055 53 G PROP. TEMPORARY
-580 TAX PARCEL NO: 20938206 — _ _ INSET A
1 / EXIST. FENCE _ �, CONSTRUCTION ENTRANCE SCALE: 1"=40'
` — PER DETAIL 1-F (TYP.) y
MH- 601/I (TYP.) _
3201 VEN EAGLES RIM 9.4�4 / I MH-24o01� N: 50223.520 r N: 502301.555 I /
/ $ \ --- )
B PERRY &SALLY MORGAN PERRY V. N o 2 1�579.87 E: 1446761: 51 --E: 144674 362
DEED REF: 19896-565 � INV OU� 5 0 0, INV. LN 572.0 3J1 58U —
/ 54 8443 WINGED BOURNE _ / — /
INV. OUT-571.8
EAGLES -TAX PARCEL NO: 20938207 Y1 / t+ J
— / - St= ��. MH-240 28 — — i � °
-
/ �, \ yF� 3D1 i X N: 502270.7 5 �J R III I/T HENDRICK & ROBERT RICE
PWA IFALPE�T— — — — 3Jl 301 3J + 3 lE- 1446764.23��, C, !M. �N 151783.3 DEED REF: 16508-286
99-861
w � �e EXIST. 4" SEWER � 3D1
I I SSE D INV. OUT7 S 1
20938208 LATERAL (TYP.) 3_ - / 3d 3d d 3d - TAX PARCEL NO: 20938203 ���— — �� I
1 _
-- -- A l 34S SSE S + �� _ _ _ —�� I
PROTECT EXIST. GAS �'' X +
v \ - 3s
MAIN WITH ORANGE / 3SS
PE PE 3SS $ �� ijEXIST.4"
FENCING PER DETAIL 1-D � �� �5� E 1* PE ,�/i \ 596
I L s� ji �c / # T E __TGE TcE "` _ - - _— _=—=_ SERVICE (TYP.) / 1
- C
-- SS ' �� - --�TCE
—
EASEMENT EXTENDS
7L 0 RIM 579. 9 / i ��• �_ - _ _ v _ !/
o %..i - — — —..- EX. PIPE TO BE -
SSE32 PE — — — inn S6 .� — TO WINGED BOURNE.
_ _ — —_— — — — _ —_= — -- - — _ -®�'�;—�...Tv�H-2�c}e2 3, REPLACED VIA PIPE WI 57 BOURN -
F
_ NO CONSTRUCTION
SSE �c - - 7 — — _ — _ ` — — -- _%� r - = — < �� _ 5 cE �\ oo IN O OPEN K STOPHER ROLL < ACCESS
11V 72.9 I\ �BURS ( REF:28878 3
..'==—�— — —
PROP. SILT FENCE OUTLET — — �� T No! 20 8202
�, S,•..,%--- --- — —-- � CUT)
---- --_ -- — �� J� 0
PER DETAIL 1-B TYP.
\� Ss ,
� IN �.,, F
PROP. TEMPORARY
CONSTRUCTION ENTRANCE }
PROP. SILT FENCE PER
. C�
PERDETAILI-F z 3 k
DETAIL 1-A (TYP.)
PROP. 15' TEMPORARY
EXIST - ,
M _
M
I m pact
568.1 c,
T 567.9
gyration
_ — 3D1 3:
SS S rn C — 3
3 m z —SSE
S E SSE
30 co m
rrn
n
° S O D PE
F S WO E
0 0
—
--- - ------
V—'—
E ), EX. PIPE TO BE REPLACED VIA
PIPE BURSTING (NO OPEN CUT)
TEMP. STREAM CROSSING PER
DETAIL 1-C
66 LF STREAMBANK RESTORATION PER
pE SHEET 21 TO BE PERFORMED
M ±1387 SF RIP RAP STABILIZATION
±382 MAT & PLANTINGS (USE
cE I ORNAMENTAL RIVER STONE AT THIS
LOCATION)
- NEW PIPE TO BE INSTALLED VIA OPEN CUT
INSTALLATION
PROP.20'TEMPORARY
'M CONSTRUCTION
EASEMENT (TYP.)
�M '
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
CONSTRUCTION EASEMENT (TYP.) ' �, _ _ % © s5
Op P� �, j/�/ FOOTBRIDGE (TYP.) �� �.� r v i 1 F� o© 000
©©
r ��I - - o ®o _ Jj RMN2�
/ PROP. 20 PERMANENT t
�`� 2 P �� - / �.�; EASEMENT (TYP.) _ o� f y� - �N1 s& A9
--�� /�%�/� v 8 EAGLE GLEN 424 EAGLE GLEN \� �� ass �j �NI ' i �A CHARLOTTE
W `ram, — =�..: ! , ; �/ G) EXIST. 15 SANITARY f �\ p 4p ! N�. ss CHARLOTTE WATER
O y %� _ f JAMES FR RICK WEBB SIMPSON & DAVIS & LISA E D W�T E R
SEWER EASMENT(TYP.) ={ EXIST.8"SANITARY DEED REF:23533-970 ������ ISMS CHARLOTTE, NORTH CAROLING
G✓� i _ / REPLACED VIA PIPE /� — m THE WHI EPH 8N9T TRUST U/T/A/ I I\\ \\ 1 s $
SEWER PIPE TO REMAIN TAX PARCEL NO: 20938216 ti 4 ram.
O / TAX 0: 20938224 IN PLACE (TYP.)
BURSTING (NO OPEN I I
/ � 1.
—� 20 TOP OF BANK — y / `�> > MCMULLEN CREEK TRIBUTARY
i CUT) BUFFER (TYP.) �N o _ — — , — , / �� // C
' ,- - � Job No. File No.
—� �— /, � —_� / � \ �\✓�1��I �� _ � �� Scales QUAIL
x
--� `r \ \ - / / III �� \\ 1„ - 40'
°� ° Q r� - `� _ v II��II� II I _ _ _ NSF PLAN REPLACEMENT SEWER
--
��' IIIII\II I
/ \ � " PROFILE 1" = 40'
Property Owner Information -- \ — — — _ � � � -- -- ' � � � � .\� � \ I 111��1111 III � � �\��\� ,. Hor.
,/ � �8�� � , 1 Ill� nA_ \ vent. ,,, — 4, EROSION CONTROL &
Parcel No owner Last Owner First Propery Address Deed Ref PID \ — — ` \ \ CONSTRUCTION ENTRANCES
53 SEVEN EAGLES HOMES ASSOCIATION C/O THE HARRIS LAND CO NA 25991-859 20938298 As Built Dote Sheet Of
54 THE HARRIS LAND COMPANY NA 06144-067 20938205 LANDTEC SRK SRK JLD 5 22
55 SEVEN EAGLES HOMES ASSOCIATION NA 25991-859 20938299 No. Dote By Revision Surveyed By Designed By Drown By Project-Engr Approved By Date

/
CONTRACTOR TO INSTALL DOUBLE - -_ - \ \ \ \ ,X,�,\\ \ \ \ — _ — — — -- _ — — / / / / / / // / / / / / / / / / / EXIST. FLOODPLAIN
ROWS OF SILT FENCE ALONG OUTER \ — — _ — — —
70 G EAGLES RD _ — — _ _ — — �� /i , % / , / / � COMML
LIMITS OF EASEMENT LOCATED ON _ -- -- — � \N
EXIST. 35' GAS
EASEMENT (TYP.)
MCMULLEN CREEK
CENTERLINE PER
GIS (TYP.)
E �..
E
� E �
E
3 E — E E E E
LF —
EXIST. IRRIGATION
PIPE (APPROX.) (TYP.)
EXIST. IRRIGATION
SPRINKLER
(APPROX.) (TYP.) . -- i — i I I I
G — EXIST. CONTOURS
PER GIS (TYP.) /
M
M \ \ \ CMULLEN CREEK
/ TRIBUTARY
CENTERLINE
Perennial Stream B
a S10: 60 1f Temporary Impact
FEMA � �
G TEMPORARY STREAM
FLOODPLAIN (TYP.) M CONTRACTOR TO INSTALL DOUBLE — Bridgemat Crossing
\� ROWS OF SILT FENCE ALONG OUTER CROSSING PER DETAIL 1-C
LIMITS OF EASEMENT LOCATED ON
l - Detail 1-C
COMMUNITY FLOODPLAIN G \ �\ \ PID #20956101 �' / /
M� (FUTURE) (TYP.)
TAX PARCEL NO. 20921127
PROP. 20' TEMPORARY — — — �/; / — Dl / PROP. 50' PERMANENT
I
w Ln
N
EXIST. IRRIGATION
PIPE (APPROX.) (TYP.)
EXIST. IRRIGATION
SPRINKLER
/ — (APPROX.) (TYP.)
I.VIVIIVIl11Vl I I
ENCROACHMENT
AREA (TYP.)
E E E
REMOVE EX. TREE (TYP.)
3°,
Jl
E
D
n
C/1 =
SSE mrn
r
19 00 SSE v Ln SSE SSE SSE 24 cn m
_ — — / .' \ a 'NA�t4" °R SSE SSE SSE 23+00 m (An a / �d �o j 3SS SSE 22 00 rn .
\ ( 34 —� D
�� 3s SF-0 zoo RM S 6a5 21 00 SFO SF
s
-- — A
S / L o
w--_ --------___-- --
n I �56
y / SSA E�� �Z:A ,/ // __—_ - �—// PROP. SILT FENCE TO BE � r" /J /� ------ ----- _—_ —
�, ° — �a• / __-- — --- LOCATE AT MCMULLEN / --- ---- ------------ —
s�., - �.� — __ __ PROP. SILT FENCE-
5 - — — PER DETAIL 1-A __ CREEK TRIBUTARY TOP OF
ti 54 46.2 _ _ — _ / \ BANK (TYP.) m - m EXIST. PROPERTY
LINE (TYP.)
--
/ / PROP. SILT FENCE OUTLET \
7 PER DETAIL 1-13 (TYP.) / �——Ike-- —
Un
w v
MCMULLEN CREEK \ ----� --- m --
CENTERLINE PER ------ — EXIST.35'GAS---------
REMOVE EX. - _ _ / — — — — GIS (TYP.) — EASEMENT (TYP.) _
y ' TREE (TYP.) j _ — — —
��� �---- \ E E E E y
O / /'� �'�'�E _E Es'^ m
E E
k. \
3 3 3
FEMA FLOODWAY (TYP.)
COMMUNITY /
ENCROACHMENT AREA (TYP.)
G CONSTRUCTION ` 71 i s 301 EASEMENT (TYP.) W N \
32 EASEMENT (TYP.) — — -- - �d i „1 \
li 3700 GLENEAGLES RD — 01 i+4" °A" e E1y` N��
53.65
526 EXIST. 30' SEWER
NA�N�
QUAIL HOLLOW RiM 541 a — —
A�N���
COUNTRY CLUB — - EASEMENT (TYP.) m
DEED REF: 02437 571 �7L „ouY E MAPLE ! E`�
TAX PARCEL NO: 20956 , d 17 0p S 16• �A�Nul" �Z• *A�NoT3d Ln
E Y 3d v)
SSE 3d L 3d 3d 3d
i 7y �2• As" " 16 As+ 18+ 3d 3d
_ 3d
(0)E�►A 0 SS 3d 3d 3d 3d
�� /
" ASH
Ll
QUAIL HOLLOW
GOLF COURSE
3
VICINITY MAP
N TS
•
V Know what's below.
Call before you dig.
GRAPHIC SCALE
0 20 40
1 inch = 40 ft.
EROSION CONTROL NOTES:
1. PROJECT IS LOCATED IN THE CATAWBA RIVER
BASIN
2. ALL DISTURBED AREAS TO BE SEEDED AND
MULCHED IMMEDIATELY UPON COMPLETION
OF CONSTRUCTION.
3. EVERY 150 LF AND WHERE LOW SPOTS EXIST
IN TOPOGRAPHY THAT CONCENTRATE FLOW
ALONG SILT FENCE, INSTALL SILT FENCE
OUTLET PER DETAIL 1-B.
4. THE LIMITS OF DISTURBANCE SHALL BE
DEFINED AS THE PERMANENT EASEMENT AND
TEMPORARY EASEMENT AS SHOWN ON THE
PLANS UNLESS OTHERWISE NOTED.
5. ALL WORK WITHIN CREEKS SHALL BE
COMPLETED IN THE DRY. UTILIZE COFFER DAM
AND PUMP AROUND PER DETAILS 2-E & 2-D.
GENERAL NOTES:
1. CONTRACTOR TO INSTALL 12' DRIVE PER DTL
1-E ALONG EASEMENT FROM STATION 0+00
TO 36+50.
PRELIMINARY PLANS -
NOT FOR CONSTRUCTION
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDEQ PERMIT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 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

EXIST. 100-YEAR
FLOODPLAIN (TYP.)
COMMUNITY 100-YEAR
FLOODPLAIN (TYP.)
EXIST. CONTOURS -
PER GIS (TYP.)
EXIST. PROPERTY
LINE (TYP.)
\ \ PROP. 50' PERMANENT
\ EASEMENT (TYP.)
3d _.
SS
SS
`I�LTU S RO L
THOMAS E SKAI S —
DEED REF: 16841-28
X PARCEL N0. 20921 0
/_� - - - ----- ---
-f%- 24 3 SHARON RD` \�
Gt�NEAGLES HOMES ASSOC
DEED REF: 04267-276
TAX PARCEL NO. 20921151
A EXIST. 30' DEED REF: 16764-52 1 V A \ vV A v \ — — — — — — — — / / / / 9 COMMUNITY 100-YR
SANITARY SEWER TAX PARCEL NO.2092112 \ \ \ \ \ \ - -- _-- — / / 7700 BALTUSROL LN
+ \ V — — — — — -5G5- / / FLOODWAY (TYP.) — s�
�LRIM
3d \ \ EASEMENT (TYP.) \ \ \ \ -- - _ — -- — — — — — — / / / KEVIN J ROCHE / q
\SS n/ / \ \ \ \ \ \ — — — — — / / // DEED REF: 09161-556 J i
�Q 7AX PARCEL NO. 20921129Qj SE3d Ln SS3d3d(� WO: � 25 00 SSE 3d \\�����/3di 1-1 ��\ \ \ ---� �� i // / 36 \\ �� /
Q 3SS SSE 3d \ \ \ \ \ - -- -- — / — — � 3d
SS SFO 26 00 \ SSE \ 3d 3d \ \ \1 \ \ — -- -- ' 3 3 SSE
/ d F /
\ �� — — —
\ \ d 3d — — 3d 3� 3d / 3d SSE
27 \ \,r_ / SSE - ' 33+00 SF '
3SS \ SS �S — — - # / --- --/ ' SSE /
E
SS \ \ 28�00 SSE SSE -- -- _ _ SSf SSE SSE SSE / 32 0
0
/ — ��0— — — -- - - - - 9 00 3-55 � 31 00 SF 3 S /
- --- - SF
------- -- PROP. SILT FENCE PER -- - — — — — — — — — — —��
— — _- - - - — \ \ SS 3 3S '
�� '-- — -- DETAIL I-A(TYP.)Ln
-- ------ --
----
PROP. SILT FENCE r '-sa ----_-------' /.
� -- —— — —
OUTLET PER��- w a __--- FEMA FLOODWAY (TYP.)
— DETAIL 1-B (TYP.) - — - -- -- - -- , ,
--- N m_-------------------------------- _ ----- - - ------ - - ---- rsp�' 600E4THST11THFLOOR
--- --- \��� — ------------ ------ — --- ----------- —� — ,
— -- --- ___------- ---- -----
COUNTYMECKLENBURG
\\\ \�� \�\� — ------ - --------- _----------------- DEED REF:08345-383
TAX PARCEL NO. 20930126
PROP. CONSTRUCTION
ENTRANCE PER DETAIL 1-FLp
EXIST. 15'
- SANITARY SEWER
EASEMENT (TYP.)
PROP.20' PERMANENT
EASEMENT (TYP.)
30 _ — — — \ \ \ \ / / / / / J / , PROP. 30' TEMPORARY
\ 7630 BALTUSRO LN — — — \ \ / / i S CONSTRUCTION EASEMENT (TYP.)
MAX LAMBETHDA IEL
EXIST. UNDERGROUND
TELECOM (APPROX.) (TYP.)
� � S
EXIST. 20' SANITARY -
SEWER EASEMENT (TYP.)
PROP. 10' PERMANENT
EASEMENT (TYP.)
46
3904 SEMINOLE CT
WILLIAM 0 L HUTCHINSO
DEED REF: 33342-826
TAX PARCEL NO. 20921147
A
3900 SEMINOLE CT
GREGORY A CURRIE &
JENNIFER M CURRIE
DEED REF: 33016-421
TAX PARCEL NO. 20921148
AS
S
J'
PROPERTY
LINE (TYP.)
J�
±1046 SF FORESTED WETLANDS
WITHIN TEMP. CONSTRUCTION
EASEMENT. CONTRACTOR NOT TO
\ J� RESTORE DISTURBED WETLAND AREA
J� "-3810 GLENEAGLES RD
QUAIL HOLLOW #3 1N@tl'
REMOVE EX. J
TREE (TYP.)
PROP. TEMPORARY
CONSTRUCTION EASEMENT (TYP.)
A
/ SEWER PIPE (TYF
3901 SEMINOLE CT
EXIST. STORM DAVID L FRANCIS &
tic
DRAINAGE BETTY L FRANCIS cS
EASM ENT (TYP.) DEED REF: 06622-524 coo
TAX PARCEL NO. 20921149
GLENEAGLES ROAD SANITARY SEWER RELOCATION
Oor y�E Cr
fit 'WATER VAULT
RIM 589.28
�INV OUT 584.0
18" RCP
WATER BLOW -OFF
CONC. CONTAINMENT
STRUCTURE
PROP. TEMPORARY
ACCESS ENTRANCE
(SEE SHEET 13)
EXIST. FIBER OPTIC
CABLE (TYP.)
J" INV 579.0
- EXIST. GAS
MAIN (TYP.)
SOIL STOCKPILE
AREA (TYP.)
yo
ROJECT AREA
� OE
QUAIL HOLLOW
GOLF COURSE 3
PROJECT AREA �y�v
2�
oM
uN pR
Jv
v/v
VICINITY MAP
N TS
tt-1
wD Know what's below.
Call before you dig.
GRAPHIC SCALE
0 20 40
1 inch = 40 ft.
EROSION CONTROL NOTES:
1. ALL DISTURBED AREAS TO BE SEEDED AND
MULCHED IMMEDIATELY UPON COMPLETION
OF CONSTRUCTION.
2. EVERY 150 LF AND WHERE LOW SPOTS EXIST
IN TOPOGRAPHY THAT CONCENTRATE FLOW
ALONG SILT FENCE, INSTALL SILT FENCE
OUTLET PER DETAIL 1-B.
3. THE LIMITS OF DISTURBANCE SHALL BE
DEFINED AS THE PERMANENT EASEMENT AND
TEMPORARY EASEMENT AS SHOWN ON THE
PLANS UNLESS OTHERWISE NOTED.
4. ALL WORK WITHIN CREEKS SHALL BE
COMPLETED IN THE DRY. UTILIZE COFFER DAM
AND PUMP AROUND PER DETAILS 2-E & 2-D
GENERAL NOTES:
1. CONTRACTOR TO INSTALL 12' DRIVE PER
DETAIL 1-E ALONG EASEMENT FROM STATION
0+00 TO 36+50.
PRELIMINARY PLANS -
NOT FOR CONSTRUCTION
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDEQ PERMIT NO:
CDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 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

570 570
O
=
N
o0
K•
V
•
5
0
II
+�'
I`�
II
•�
560
W�
ILf
I,
0C
550
VENT
ELE
=5
4.00
PN
EAS
---PROP
MENLil
C--
ELE ATI
8
N (
PVC—'
P.)
I
I
PROP.
SE ER IPE
16" C-905
PVC
PROP. 16"
C-905
PVC
PROP.
16
„
C-905
PVC
L
O
T-54
.
0—
1
TH-1
FL
U
=
4
.50
116
540
EXI
HIG'111
PR
SSU
E G
S LI
E
5
O
OUTSIDE
DROP
FLl=3
3
0'
FLl=4
2
6
FL
O
T
5
8.
0—
3
15,30
1
1
1
1
1
1
15
0
1 +00
2+00
3+00
Ill �l ©q
EMERGENT
WETLAND 34
HEYDON HALL CR—
I HEYDON HALL HOMEOWNE� EXIST. COMMUNITY
/i� v� v
� I � � ASSOCIATION OF MECKLENBUR INC 100-YEAR
EXIST. 33 SANITARY / / AA \\�\ DEED REF: 27714-14 FLOODPLAIN TYP.) 4 HMEXb'i�W
SEWER PIPE TO REMAIN / \ \\\\\ D I PERENNIAL TAX PARCEL NO:20922379 ( J DQ�I IA T L'� I - \ _ HEYDON HALL CR. -
- v v� vvvv STREAM \V� + \ DE�E REf 7�\ © A I I I v — (CDOT)
IN PLACE (TYP.) / / \\ \ \\
/ CW JOB #542-23 �C L �092��0 I I / © /
EXIST 100 YEAR \ I
5+00
6+00
7+00
e
9+00
10+00
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
/' CW FILE #MM-2 \ \\\� ' `_\\ — — \ I I \ \ \ \ \ I I ( 51 / / / / C 0 \� — a© 000 0 —
/ vvv� \� FLOODPLAIN (TYP.) / I A \ \ VA _ A I /
I vv� EXIST. 30'
SANITARY SEWER ;vvv EXIST. 20' TOP OF-
- EASEMENT (TYP.)
BANK BUFFER (TYP.)
��__ _ �I\ I 0 \
TH-3 \ ) \
Soft Digs
Sample
ID
Utility
Type
Station
Station
Offset (ft.)
Coordinates
Depth to
Utility (ft.)
Easting
lNorthing
TH-2
Gas
5+66
15 NE
NA
NA
3.83
TH-3
-- --
I - --
I -
NA
NA
3.14
TH-3A
Gas
1 0+36
1 -
NA
NA
5.73
STA 0+36 \ ��E: 280C�� 354,—
E /
(499451.664, 1448628.063 \�. EXIST. 15 1 \ \ \T� k�R�EL O,202,2307
_ J
SANITARY SEWER \ \ \ \ \ \ \�
w �I)�llll/ s �sF l STA. +6�5 96 EASEMENT (TYP.) 'j
REPLACE CONE WITH FLAT / PROP, MH 1 I I \ \ \ V A \ >v� v / ; PROP. 40' TEMPORARY—
N / � EXIST. TOP OF / � I \ \\\ \ o \.\� ��\ / --
TOP SECTION/WATER-TIGHT CONSTRUCTION
) — 52, 0� I \ \ \ i �` CONSTRUCTION ,i_ ;
FRAMEA ND COVER, AND �' I'�'— I BANK (TYP.) — — \ \ \ \ \ \// 0//�•—
ss9 (I\
EASEMENT (TYP.) g
SENT. \ SSI- vv� \ \\ — �� t / 0 WNEAS`A SCr ��— — 61\ /��/C VA
F \�'� \ \ �55vv A _ _= II A / \;�' M KL NBLlRG [Ld " ICHAEL� 8i �HELLE A� �4�1V1/
� I��R� ARIO,-C
-D E f271�SS D'EEDR.205& � -
cJ 41c410 A "L�NOl 2 . — -/TAX PAf C VNO
E / \ z �\ _ �� \ EXIST. PROPERTY ��ji
\� s \ _ _ _ \\\ FFkr I,� \ \ / — — \-9436-_HEYDON HALL-Ck� —�� ✓� L / _�_ */ // \�
E i \ \\�Rie LINE (TYP.) \ / \ JOSEPH MILLER &ZTS7�M KELLEY — _ �N
\ —-fON�A� IVC LdFU�Lrt�I�=
11/lll I / J A E SS DEED REF: 29086 37 U�LG —_—
i / v A �� TAX PARCEL NO: 2092 378 _
// o A 9 A�_, V \ / v v v� / DE 852-428lit-_
\ 4 \\��\ \ _ _ ��STA. 4+31. 2 _ 3Dl — — = _ — I 3 i :/��i- // , — _�a�_ \��.•.
555. 1SV
EXIST. 35 GAS
EASEMENT (TYP.) \ _ _ — — — _ �" — SSE J SSE +00 — — — — \� 9S 4 34 SSE
SSE
\ — --- 7
_ �\ ��- ' /— _—ass-4
—
\�\ / / \ \\ Quail No low Alignment: S A O+Od 3 / ) _ — _ — — _ -`y _ _ — — _ _ ; —� -
\�\\ EXIST. FL , \ \\� \ 9 l / — --569 \
\ Exist. McMullen Creek Trunk: STA. 0+00
O
O
O
w
L/) W
w =
Z
J LU
LU
_ W (-
/ EXIST. MH-241402 _\; — _ //�� �_-- ________ _-_____ ---\�� \\� \ \ �I /� \✓—\ Q
oTEE
--565-
EXIST. �� ga --- - - — --- _ �' /// i --- — _ -2E —
J
COMMUNITY\_\ \ __—____—_
N FLOODWAY(TYP.) ---_ —�\ -SA \\+2�8�
\�---__—_�--TH-2
___ --- _ ---- l —� (_ //--___ \ ROP_ MH #3
\
491448381.779) RIM 556.68\\\
991 4,\
— — — —
--_--(/
2
151
PROP. TEMPORARY CONSTRUCTION
\3Cz35 SVTfL& kUR RD_ EASEMENT ALONG GAS EASEMENT
C-A1L/IDE6LANf7COMPANY, DORO��I 1ARRiS,— _ , / — — — — — \ I EXIST. 12 HIGH PRESSURE GAS
PA "I-HARRIS, -& _QAI Y WL-IARAI� — — � — — — — — _ \//I �R / � I f J/l/ LINE (APPROX. LOCATION(TYP.)EED-Rf 24988-581
— __— 57 __-- _ v — i�— I ��, r,,ii, ��� v �. may. •� v� F
ti
Off` G
G�N�O�fS
L 0 C
QUAIL HOLLOW
y GOLF COURSE
o"
y�
hJ
4� ROJECT AREA
yO -
ON`
�2
Jv ;�
VICINITY MAP
N TS
hays below.
II before you dig.
SCALES
VERTICAL
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:
CDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 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

1 1 +00
12+00
13+00
14+00
15+00
16+00
17+00
11111=11MG
( — \ — _ / / // ////70
PROP. 20SEWER A
- /
�� �� //� /� � — CiED NE-
\ �� / �/ // / /, AN R LA CINDY LAT% / / E -
\ EASEMENT (TYP.) �� �ED_REF: 32 7
\ \ \ \ \ V A 1 \ \ v v v v '� M�+-2415os - -- -- E
— - — ' �� EXIST. 8 SANITARY �TAx P in o �0937� s IM 56�,32- — —
\ (D- — EXIST. 15' SEWER j ��� SEWER PIPE TO REMAIN o _ 3 �I 557.2 (W)
1 9+00
20--00
Soft Digs
SamplelD
Utility Type
Station
Station
Offset (ft.)
Coordinates
Depth to
Utility (ft.)
Easting
Northing
TH-1
Sewer
13+14
-
1447900.42
500473.98
5
TH-1A
Gas
13+14
-
1447900.42
500473.98
6.62
—EASEMENT (TYP.) �� IN PLACE (TYP.) INV. LI— —
vv
_-9-1Y4 QED Bfl ��..
OUT 55 1 o E
PIS-3�20b3---IT)
) �E-N HA GYP /� w —
RIM 5 9.58\ — — — H� / ��j.. • J D
1 /�. �� _ v
I \ I v. IN 567.1 Svc — — — 097 88 //i/� / — 9200 WINGED O
/ (INSIDE 6ROP RICARDO L & BRENDA L ELIAS _ ) _ v l \ — —
IN / / : / i �— \ SS \ DEED REF: 26800-620\
INJf: -OUT 555.5 �/�TAX PARCEL N0: 2093710 \
A
/ s \ V A
GAS UE
EXIST. 35'
PERENNIAL STREAM _
EASEMENT (TYP.)
// _ SF \
�i �' / / �AVA V �. S S V A MH-2415/1
\/
I �—� l �. © �i / �•k �� / � \ �S S RIM 56�.2
/ o/ y / fSSF INV. IN 5 .1
/ � �// / \ I I I � --� "� / // / � � � / / /��/ / .��� � \ \\ \ ass S )Nv. o r 57. S _ ss
�— / — �/ i ) \ ' EXIST. IRRIGATION \ SE
EXIST. PROPERTY /// / \ �� ` l / _ / �� s� / S i I 1 S 1 S
/ I I \ 9100 WINGED SOUR / / /
LINE (TYP.) j / r — \ \— — —�_, _ / // / i / S /
I \ DAVID VORONIN & B�NAV-VQR — / / / 99� WATER PIPE (TYP.)—
v I \ — / // ;v ss ss ss
— — — / — 3S5
DEED-RE�3Fs3�17�6�— — -� � -'� - , / / / I 56k).00 / / / � � � � �S S
,T�EtNe-�69�05— PROP. 35' TEMPORARY , ///�; / V. rN 554.9 (W) EXIST. IRRIGATION \ / \ ,— // N .AIN 55 �� �S/ ' . A�....
CONSTRUCTION
\ \ \ -- �_ — // OUT 554. S \ SPRINKLER TYP. —
PROP. 40' TEMPORARY \�\ \ — �\ \\ \ _ — �/� _ EASEMENT (TYP.) �� / 1 // \ (TYP.) EXIST. 4" SEWER(
CONSTRUCTION I \ \ \ _ _ = ���%� �� \ i /,,r — / / j EXIST. 15' SANITARY \ LATERAL(TYP.) EASEMENT TYP. \ \ ` — — — — �\ - y` = i ��ii � \ \ —i �% � / `n S / / / SEWER EASEMENT TYP.
E —�
SS
ass/
/i vO 1 \ \\ — ��/ /. �� \ i� // / S� I l l l l l PROP. 30' PERMANENT — �� E \ I
/ I \\ EXIST. TOP OF BANK (TYP.) — ! / _ / —/S ( ( I — �— — — — N�REEK \
\ �e // �� �ii I 1 \ I EASEMENT TYP. \� \ TRJe•
i cR .:. — , / 3 \ (TYP.)
\� $AN� TRAP \
20'TOPOFBANK :'—EN`�� /�✓ / = d \\ \\\\
s . / 95 HEYDO HALL C I p \ \ \ \ \\ o �...
I + 1 BUFFER (TYP.) /� //i/ / / — 1 Np . \ — p I O ( r
RIN FINANCE PARTMENTJLL 41.1
�r`�90 „ \ \
_ 0 DEED : 34023 109 0 / / — (SAND I AP
// — �S A. 11 31.1 ss PE �� V A V / �� / RARY — fY PROP 20 TEMPO
� o CEL NO• 9 2304 � i .. � i �� ��
\ / �� ROP. MH #4 ' — _ // f ( `� / sus' / l CONSTRUCTION I \�
�j /i ��/ — %/� . 3! 558.1 _� — �l / / / / 1 I 3� I / O - EASEMENT (TYP.) — —
�� EXIST. YARD /
. S - � E / � / / DRAIN INLET
r-
/( ASS } ��� ?'Cl-/ qE/lll// \ \ �d `�� rCE —
\ (D
VA / SSE E SS 3 / \ T �� �// // l/ \ 1 00 3d \ 3d v r� —
/ 1 N20 1 1 / G� —�� m / l l l -- - \ rCE
l (llr� 5 / �� _ _ _ — — / l / 1?� — 3 - -
✓ s / STA. f4+3873 _ _ ' _ _ l /T / / / i \ L- - \ - --- -- — - rcE —
/ / / / — — _ 00 N10.36' � 3d rCE
CROP. MH 6 � / iA. 1' +8 .49 _ _ � � \ \ \ � `�`
# �j rc v v v 0i
� s�� _ / PROP. MH #7 "/ — / / / / / /E -rc_ _ _ �� \ _ ?E W M An — o
MH-241484 RIM = 56 .01 / R/M = 56$.88 �� // %/� / / / \ \E� — — \ _ _ — PE PE 502.p,�!• O 19+00 - _ 3—
. —
/ — _ -T
— - 561.87 / / / /� ( \ E
- X�` �.�+ - / INV. 55 8 TH-1 /(D / / / / / / _ — �v _ — N
S ,1�5— —� \�� / T STA13+14 / /�'X� / / / ( / l I — rE—_—_ - PE PZ
u
2 (1447900.42 500473.98) / / PROP. 20 TEMPORARY ' -�` LL
K1H-2414 3 / / / / \ o — — PE Lu
S s: PERENNIAL � \\\\\\\RIM / / CONSTRUCTION / — — \ — —r�€ _ — PE — z
— \ /—
/ A\ / NV. IN 5535 / / EASEMENT (TYP.) / v \ �/ , \ \ \ • — _ — I W
v STREAM / / \\\ 1 INV. IN 553. _ STA. 12+92.22 / U
Ln
�'o / / 1II�yvV — ROP. MH #5 / I I / // �� // i / v�--� v ,— �� �2 --- ----
k I / / ' / / l ) 37 GLES RD— — _ Q
/ �O J l /r I — '�� \ I / PROP. TEMPORARY ----
RIM = 561.55 I I (l // / a / / / //� / / / / �� \ �� / / I / / a4 ; — IL HULL M — — ,
-9 - �—. + / CONSTRUCTION / / / / / \ / I i i-- \� _ COU — -- ---__ — \—__'—
/ 1 r I EASEMENT TO MATCH
/ — _PARCELNO-
GASNO-GASEASEMENT (TYP.) AA
/
—\
V �, \ I I I /�
/ EXIST. FENCE (TYP.) GOLF _ — I I \ / / / / \ , — — — — _ —_ —_— _ _ PROTECT EX. TREES
EXIST. UNDERGROUND / -- — — —
EXIST. 12" HIGH PRESSURE — — — — / I I / / / / ELECTRIC (APPROX.) (TYP.)
GAS LINE (APPROX. �� I l l l l /i �V — ���/ / /� /— 0�---
' LOCATION) (TYP. — — _ 0 L —
W —\
3635 SMITH JELD CHURCH RD I I\\t ✓ �����' — / / \ _ / _ — —
CAMDEE LAND COMPANY DOROTHY HARRI�S, �����\//� `/� \\ O /7
PATRICIA M HARRIS,'& GARY W HARRIS
/ DEED REF: 24988-5gl/ ��1 \� �� J—
/ TAX PARCEL 1\10y269-22201 / \ \\\ \
i v ,
rcE —
TCE ---
ti
c�N�O�fS
0 C
QUAIL HOLLOW
GOLF COURSE
Irj ROJ ECT AREA
y�
b �
pM
uN pR
�2
Jv�
VICINITY MAP
N TS
•
hays below.
II before you dig.
SCALES
VERTICAL
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:
CDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 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

TCF
M �'IV
�STI NG
VSTALL)
'IST.)
?OP)
)ROP)
21 +00 22+00 23+00 24-+00 25+00 26+00 27+00 28-1-00 29+00 30+00
ISEv SS VA \ \ — — —
DO
EXIST. PROPERTY — st, vM i
LINE (TYP.) ��\ v rN M 0.3 A v � — v_—i///
\ \ Nv\ .1 \ \ i� /�
\ 2f `��r \\ \� \\\�� �\ _�� �\ ABANDON f357 LF �� j�,� I 1 — \ \-----_�\� �� \, _ --- -32-19-SEVENEAG-LE-S-� — —-
\ I — - ------ \ \�—_=-ERtC-D-ALt�RT$cDOLTN K_ALPE T------��
\ r TOP OF BANK (TYP.) �2f ss
T \ v / �, wv v� v vv `v OF EXIST. SANITARY // ��/ /� v v� —� _
��� \ \ \ \ — DEED IREF 04-999-861
wIH-2415 \ — _ — SEWER_TAX-RAacE�Na: 2G93�z68
T9 C,S, RI �65.OU�F��247SE�%ENE7CGLES D� / - --- - ----
- (D INV. IN �61.3 -CAME v v I A \ �� v v v d
OU T 561.1 \ \
---
� \ 3237 SEV€1�t-E�LES RD-
\ \ \ \ &-D" \ T�-YY W HAR IS \ \ //� \ \ _ \ JN-DADA-HENDRFCK� _ �/ - - - / EXIST. FENCE (TYP.) - -
/ \ \ `!' \ \ DEEP R 82-54 \ \ \ \ DEED REF:�15"40--44 '
AF �\ V — / 20' TOP OF BANK \ A 'TAX PARGELNO �0937 1 \ \ EXIST. MANHOLE TO V ATAX PARCEL NO: 20938209 /'
- , BUFFER (TYP.) \\ \ \ \ ` \\ BE ABANDONED \ \ \ \ - - -- 00 / PROVIDE 8" EXTERNAL DROP PER
O v v // / \ 0
AF _'/ Ox �A / a \ ss V A / / v v v — , v © } CW STD. REPLACE CONE WITH I /
\ �y ) �\ �. A v �s F \ \\ // v — „� 0 FLAT TOP SECTION/WATER-TIGHT
EXIST. 35GAS C SS
'
— FRAME AND COVER
�- - 0 i
0 © 8 (TYP.)
S \
� €� EASEMENT
F o O v \ 'II 5 I
vv v C \ �-A \v v 0 0 ° ° III \ \
EXIST.15'SANITARY \ ass v -v A _ �,( V A-� °---- RIM 574.75 /E / 1
v \ V A \ i \ -! v. S SS
\ SEWER EASEMENT (TYP.) \ \ I _ - _ E
\ Q I \ r _— t3 E INV. IN 56 / �\
\ C' St— E — I NV. OUT 567.9 \
CF SF v l / \ / S O
MH-241057 J 3 1 M \ �—
\\ -- 3U1 S rl 3 SSE 31+00
M-568.07 — w�, •a+� ,—� 3:a 301 301_ 3 3 Q -SSE \
V. IN ��+ ?.y 3a1 3 SSE 30 F- W I I
01-T 564.2 e� 3 3 S E N W 3ss�
\\\ \ SSE S
\ \ \ \ \ \ !Qi 3 SE SSE 2LW35 W = PE
U1
PF/��I \�\ cw�•71'd7"F3 3S © 3SS 3SS Z w PTCE = T TO
PROP. 20' TEMPORARY \ S@C % +oo ss SS ' PE Tc1-
Act -
\ F o �, CONSTRUCTION _ \ \ \� \ \ 3S SS PE �.� PE ° TC ° _
0¢ 2\ \ 3SS TCE _ — — Q
— _ — —
0' J � EASEMENT TYP. a \ \ �\\ \ \/I � � © t� .�—..•-f.�-'.�"�
\ \ I \ \ \ \ PF TCF — -•."� © / / — — --"�� • -L -
_ _ _
\ - _ ------------- -
� / \ � �i d \ i \�• � � i i %'� ULLEN CRC \ \ ©�% � � � �.,�✓ — — — — — — —
F — — PROP. 30 PERMANENT �... MCM...�/ \ 0 �"-�' — — i \\ \\ \\ ` �\ `\ P \ TCF; L.. � i ���` /� � � /.. �-�--- ��— \ EASEMENT (TYP.) ��` / �� \PROP. 15 TEMPORARY / .� �, - i _ _ - _ _ _ - -
_ -------
REROUTE
23*p0 �d T' CONSTRUCTION------
_ cF - EXISTING LATERAL EASEMENT (TYP.) `-
- EXIST. IRRIGATION ' � \ \ \ � � � \ � - � - � � � N?`3•s9soy Jd TC � � � (SEE SHEET 12) /�WATER PIPE \ - F - - l
— _ \ \ STA. 20+87.53 - -- w / o -
(APPROX.) (TYP.) Q ROP. MH 8 �(�� \ So¢o6' �d \ / \ - / / / / �� /PROP. 20 PERMANENT 16 _
\ # ` \ TCF / ` EASEMENT (TYP.) — BEGIN PIPE BURSTING
EXIST. IRRIGATION - — 567.71 \ (\\� \ o 4�00 \ �d (TRENCHLESS INSTALL)
- - , SPRINKLER (APPROX.) (TYP.) \ - , �\ / F \ F W 2$
vv
SAND TRAP — — 62.27
\�\\\\Q--� \� \\� �\ ` - �\ 25�� TCF �d 2lkp0N--
_ _ \
265
EXIST. IRRIGATION \ � \ \\ // — �d �
v\ \V \� / SANDTRAFr� \ p� / �Yj / / --
VALVE APPROX. TYP. \
(APPROX.) )�Vv v ��Yl—-- A� �� \\�\—� J A F %(cE
\ \ \ C J l \ PF — — 26 / / �cE / STA. 28+57.41 / J
A�2 / PROP. MH # 1 /
ENEAGLES STA. 25+. 8 P eE i 16E 7 RIM = 574.92
PROP. MH #9 —�� c — — — —
\ — ----\—' QU IL HOLLOW _ -� E
COUN�RYCLU RIM — 571.37 CF
DEEDREF:024_7 1 / / - // / / ------ ��--
��\ /
-TAXPARCEL NO: 2 56101 !
vvv� PROP. 20' TEMPORARY-
v• tD -
/ 1 / / / - CONSTRUCTION / /-
�v�EASEMENT (TYP.)
—
QUAIL HOLLOW
GOLF COURSE
ECT AREA
VICINITY MAP
N TS
3
•
hays below.
II before you dig.
SCALES
VERTICAL
0 2 4
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: 11.6 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
i 704-919-1900
LICENSE NO. P-0601

■
■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■I�■■■■ski■
■■■■■■■■■!!!
:i■■■■■■■■
■■■■■�71l9►�■
:
�i■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■L�!I
�i■■l�i�
�■■■■■■■■!�
1��3■■■■■■■■
■■■■■ilk
�!■■I
�!■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■�I`Mli■■i�
ki��i
i■■■■■■■■�
�!!�1■■■■■■■■
■■■■■il
��■�
�i■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■iI�W■■■��i31
■■■■■■■■■!!
��!■■■■■■■■lliii■■I■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■iill
`�■■iii`iii
i■■■■■■■■■
I ■■■■■■■■i�
��ir
®���
ii■!
�■■■■■■■■■
■■■■■■■■■■
■iiiiii■■■
■■■■■■■■■■
■■■■■■■■■■
i�i�■i
� .:�:�i�
G�■I�i■■■■■■
■■®i
.
i■■■■
11■■■■■■irk
iiii■ii�7■i.��
�■+■II■■■`�i■
■■■■■■■®i�
l�i�■■■■■■■
■■■■■■■■■■
■■■■■■■ems■
■■■■■■I■�■■
■■��■■■■��!■�
■■■■■■■■■■
■■■w■_.■■■
��■■■�I■■■n
■�■■■■■■■■
■■■■■■■■■�
■■�►�■■■■■■
■■■■■■■■■■
■■iiii■■■■
■■■■■1'��ii�ili■
■■■■■■■■■�
�■■�liili�.'
iii
:'
\
Illiii�i■■■
�3,��1■■11■■■11'�ifiii�ii�i■■■■
■�■■■■■�t��
�■_.._�_---
■■■►�■■���
: �■■■■■■■■■
■■■■■�■-.■■
■■■■■■■■■■
■■■■■i■■��n
■■■■■■■■r,�l�
■■■■�I■■■■■
gin■■■■.����.
_
-
-
�_____
-�
. II.
/���i�■■■■
■■■■■■■■■■
■■■■■I■Il��iiilrlli■
■■IY■■■■ill■
■■i���■''��--
i■■
I ■■■■■■■■■■
�___��...■
oil iifiYl
■■iii■■■■■■
■■m
aw■■■■
_ _ '..
�,>.;--
■■__�.-.----0""Mml---�.�
■■■■■■
■■■■■
■I�■
�Q
33
��oi
i
■■■■if
Illlrltilii��llll�illi■
■■■■■■ei■■
■■__�-----
-
..:
-
'J■■■■i■I�
iii■■■■■■■
I �■iiii■ii■
■■■■■■
■■Ili
�L�i■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
_�����.■■■
�iiYA��li�!�'ii■■
■■■■■■■■■■
■■I
■■■■■■■■'i
�i■�lii©■■■■■
�i;����ii!�
■■■■■■
■■i��
�ii�iiii■i■
ii■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■
■iiflii�if�■■■
■■■■■■■■■■
■■I
�■■iii■�
�■■■■■■■■■
iiiiii■ii■
■■■■■■
iiii
��i�i'�i�ii�li'll�
�i■■■■■■■■
■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
����■■■■■■■■■■■■■■■■■■■■■■■■FVAW",
�rr.�
�■■■■■■■■■■■■■■■■■■■■■■■■■
ram.-
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■iriii�■�i■■■■■■■■■■■■■■■■■■■■■■■■■�liri���i`?.��Il�i■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
31 +00
NOTES:
1. CONTRACTOR TO VERIFY SERVICE IS ACTIVE. DO NOT
REINSTATE INACTIVE SERVICES.
/ / I
coy-
EXIST. 35' GAS / I
3-16 J — EASEMENT (TYP.)
A IFAtP�E�T _ _ 4)
361 / 1
38208 — r
s y
SSE i
' 1`'�A
I J —
32+00
33+00
34+00
35+00
3 6 + 0 0
- EXIST. PROPERTY
LI N E (TYP.) — — = ; \ INSTALL VIA ^PIPE TBURSTING
i EXIST. IRRIGATION WATER
— — PIPE (APPROX.) (TYP.) — —
— \ 'T — —
EXIST. IRRIGATION — xj
— _ — SPRINKLER (APPROX.) (TYP.)
37+00
38+00
39+00
40+00
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
INSTALL VIA PIPE BURSTING
(TRENCHLESS INSTALL)
Soft Digs
Sample
ID
Utility
Type
Station
Station
Offset (ft.)
Coordinates
Depth to
Utility (ft.)
Easting
Northing
TH-4
Gas
36+73
-
NA
NA
2.89
TH-5
Water
36+38
5 E
NA
NA
4.82
TH-6
Electric
36+24
6 E
NA
NA
1.83
STA. 36+98.82
MH 240028FEXIST.
IM = 581.88
_ _
_
- ------
— --
MH-240�28
$443 WIN-G�DBOIJ�NE
—
— ' /� _ i —
f I
I I
I
M 5s1. 8 �'R III
I/T HENDRICK & ROBERT
RICE /
i
1 I I
L
/
�VV. IN 5�73.3
Ct �INV. OUT7 1
REED-R€€:16508-286--
TAX PARCEL NO: 20938203
.- —
1
INSTALL VIA PIPE BURSTING /
/. rim% = = = —�� ' INSTALL)
/
//! ExIST. 4" — � TREN HLESS /NSTA /
SERVICE (TYP.) ZZA
` \
57 1 '��� /
I� �ji
A. 40+87.24
(IST. MH 24004
M = 585.94
�o
�G
�s9'<
G(f N�G�fS
`JO -E C
ROJECT AREA 7
QUAIL HOLLOW
y GOLF COURSE
oN`
1 JN pR
�2
VICINITY MAP
N TS
hays below.
II before you dig.
SCALES
VERTICAL
0 2 4
1 inch = 4 ft.
PRELIMINARY PLANS -
NOT FOR CONSTRUCTION
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDEQ PERMIT NO:
CDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 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

fiiTs�
ffiffill
II
'
590
• I
590
580
580
S
N
3
OP.—F2"
SE
8.
2
L
P
11N55.50-8
(X
T)
570
FW
0
565
565
.j
41 +00
- -
RIM 58 .94
INV. Iq 75.5 m
INV. I 75.5
D
INV. T 575.3
n
-'
3D- m
3D1 3 1 �'
m
= m
00
+
U1 4�:-
O
—_
+
—
O
42+00
EASEMENT EXTENDS
TO WINGED BOURNE
NO CONSTRUCTION
ACCESS
a
,o o n�1�
PROP.20'PERMAN
\
EASEMENT (TYP.)
�Z-� - _II_ - --
I
I \ \ JIB -- -- -�\\�
--
EXIST. 8" SANITARY
SEWER PIPE TO REMAIN - - -
(D _
_
IN PLA'C/E, (TYP.) - - -
m
om
..°°9
X- W
\ 8407-WFI
AB\H HEK A AHWET M H
V ' EED REF:29020�94�
1X V A \ T� PARCEIL N�: 2Q93
1 \, EXIST. 15' SANITARY \ \
58,5 SEWER EASEMENT (TYP.) I A \
SSE
s� ss ---�© ss �d� s�' —
(I 0 Ss' 9 /.3SS CP
� ©° �
j77
In �21
MCMULLEN CREEK TRIR-
_ TA. 40+87.24
XIST. MH 24004 -- ---- PROP. 20' PERMANENT \ _
I I \\\\\ EASEMENT (TYP.)
VA\lM EXIST. PROPERTY = 585.94 LINE (TYP.)
PROP. 15' TEMPORARY
CONSTRUCTION EASEMENT (TYP.)
(D
- _- -_0 J
8410 EAGLE GLEN -----_---0
MICHAEL-KAFiN °
_ —DEED- 25451-3� — — — — — — — — / 0
\ — — — — TAX PARCEL NOy20938232 °
580
580
'
I
w�
• ' 1
STA
PRO
+35
. CL
12
AN
UT
Q
RIM
57100
PN
EAS
MEN
I2"
15710
5
0
STEEL
AS
AIN
(AP
ROX
)
5
L
n
NV=
565.00
SAN.
SEWER1
0%
IT
560
1
FL
560
_
FL
l
=
68.1
2
FLl=6
7
FLl=6
4
DO
5
5
rt
5
5
1 + 0 0
2+00
8" COLLECTOR PROFILE
SCALE: 1 "=40' HORIZ.
1 "=4' VERT.
37QO/GLENEA�iLES RD —
QUAILL HOLLOW_
4 + 0 0
COU,N'I RY CLUB — 3,)i w
DEED REF: 02437-57 -
EXIST. IRRIGATION - - / /
/ � ;TAX PARCEL Nam: 20956101 � � �Ol / 3a \
SPRINKLER (APPROX.) (TYP.) \ / / /� �d w
EXIST. IRRIGATION WATER -
PIPE (APPROX.) (TYP.)
PROP. 30' PERMANENT \ \ 3�% / 65'g3 �W 21+00
EASEMENT (TYP.) 62'2�'f \ \Z
\ /� PE _ pF IL
M
PROP. 20' TEMPORARY / _ 2g+00 P� PROP. 15' TEMPORARY
CONSTRUCTION EASEMENT (TYP.) CONSTRUCTION EASEMENT (TYP.) 41
PROP. 20' PERMANENT
EASEMENT (TYP.)
_- - - - - - C7 its �.. �- EXIST. 15' SANITARY
SEWER EASEMENT(TYP.)
N ...�. \
_STA 2+35 �L
��..
° � aiN a N icW'� � R A EXIST MANHOLE TO BE
- - - _ PROP CLE N 57(K_ � / SEWER OUT
\�� © PROP. 4 CROSSING ABANDONED TYP.
EXIST. 8 SANITARY - - - - - - © A. (TYP.)
3Dl 33i - - 3�J1 3D�
SEWER PIPE TO REMAIN 3d 3d 3d ` 3d °dd 3d AT EXIST. GAS MAIN \�
IN PLACE (TYP.) SSE + SSE e °3SE 1S4T21 47 E SSE 5 z+0 S SSE SSE �\ \
30+0� ° © , )=
E 3 S E SS E 3 S E E 3SS E 3SS �� \ \'
_ _ \ E/ \ S
- TCE - - TICE TICE TCE TCE TICE \ TCE G • ; MH-2410
S S
G
SS RI 574,75 ' — — \ IN OUT 5 �F
INV. IN 568.1 V.k
INV. IN 56 I� X U \
SS / INv. our 567.sHo9 9 3 EXIST. SAN.
_ S 3 / 3 Quail llow li nment: STA. 29+59. 13 — — SEWER PIPE F
\\ Lateral Reroute: STA. 0+00 TO BE ABANDONED
,s ASS PROP. MANHOLE # 11 (TYP.)
3219 SE EN EAGLES RIM = 571.39
ERIC D ALPERT X � ° �
8 v,* ®° vf
© 07 \ STA. 2+26.35 V A
/ DEED REF��999-861 �6' © ° © ROP. MH # 12 \
TAX PARCEL NO: 20938208 0 © © © (D �-
0; I _ _ \ = 570.42\ \
©° A \ \ \ RIM ��/V A
,3iSEVEN EA - \ \\ ✓ // \ \\
- EXIST. PROPERTY - - / , _ .LW IVI H:_NDRIC
- - ----- -
- -DEEA RE-F:-11540-442 --- ---- / / \
- LINE (TYP.) � - - -
` - - TAX PARCEL RO:_�0�38209On
CONTRACTOR TO VERIFY INVERT ELEVATION OF
r EXISTING LATERAL PRIOR TO CONSTRUCTING NEW
bir-0 �- - --\ MAIN AND CONSULT WITH ENGINEER REGARDING
INCREASING SLOPE AND/OR RAISING DOWNSTREAM
INVERT ELEVATION OF PROPOSED MAIN. I I I I
W
ECT AREA
QUAIL HOLLOW
GOLF COURSE
3
VICINITY MAP
N TS
V Know what's IIle ow.
Call before you dig.
GRAPHIC SCALES
HORIZONTAL VERTICAL
0 20 40 0 2 4
1 inch = 40 ft. 1 inch =
PRELIMINARY PLANS -
NOT FOR CONSTRUCTION
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDEQ PERMIT NO:
CDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 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
i 704-919-1900
LICENSE NO. P-0601
CHARLOTTE CHARLOTTE WATER
W6TER CHARLOTTE NORTH CAROLINA
Scales
PLAN 1" = 40'
PROFILE
Hor. 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 SRK
Surveyed By Designed By
SRK JLD
Drown By Project-Engr Approved By
Date
Sheet Of
12 1 22

600 600
•I
.
Q
to
IN
Il.
C
590
A
=
ao
5901
+
CL.m
i
T,
A
4112
Q
JE1M
=
56.2
580
9
PROP.
.0
12"
F
PVC
o
580
IN
564
1.5L
IN
552
15
0
RO
1
V
I
„E
E
0.16
'6
L
FL
l
=
74
8
2
R
P.
FLI=B
3
(E.
LA.)
JAM
Dr-
r-T
11111FU.11411ro
FL
0
T
5
4.
0-
1
-
5 0 560
0+00 1 +00 2+00 3+00 4+00
OUTLET STRUCTURE
EXIST.12 SANITARY RIM ELEV. 580.15
SEWER PIPE TO REMAIN
IN PLACE (TYP.)
RIP/RA
CONC. FL ME
i
�I
\ SSS
�'OF
MH-241116 \ \
/ RIM 582.12 1 __
15' SANITARY INV IN 577.2 (SE)
SEWER EASEMENT INV IN 574.6
(MB 18 PG 157) INV OUT 574.6
PROP 10' PERMANENT
12" SANITARY SEWER MAIN PROFILE
SCALE: 1 "=40' HORIZ.
1 "=4' VERT.
EXIST. UNDERGROUND BAC(COTyNECT
OT)
TELECOM (APPROX) (TYP.) MH-241128
RIM 592.90
EDGE OF WATER INV IN 587.0 (LAT)
J� SURFACE (TYP.) INV IN 586.5 (LAT)
INV OUT 586.0
SANITARY SEWER
EASEMENT
15' PSDE N 'o (MB 21 PG 867)
(MB 21 PG o m
\ \ 867) m 0' PSDE (MB
/ 1 PG 867)
45 /,INV 578.7/
N__--3810 GLENEAGLES RD
EXIST. 15' SANITARY QUAIL HOLLOW #3 POND MH- 24
SEWER EASEMENT HOMEOWNERS ASSOC WSEL: 580.15 RIM .95
(TYP.) DEED REF: 06012-528 INV I 576.��W) owl
TAX PARCEL NO. 2091152 INV 5� .7 (N),
STA. 0+00 I V 0 575.
EXIST. MH 241121
RIM = 582.32
BEGIN CONSTRUCTION,
CORE EXIST. MANHOLE, STA. 2+28.36
INSTALL RUBBER BOOT, & EXIST MH 24112 i
PLUG EXIST. 12" MAIN RIM = R$8 e?Q
IM �8 y'
EXIST. SAN. SEWER PIPE INV IN 576.4 (N) y�
TO BE ABANDONED 20' SANITARY INV IN 5,ZU (W)
SEWER EASEMENT INV U 5.2
(MB 21 PG 867)
3D1 - •/ O /
3J1 301 3Dl � ;; � � P
CONC. FLUME
SSE \
0
1+ o 2+0
N36'33'41 "W
`Q
INNNNNNNNNNNNNNNN
194.04' PE PE
PE--
\ NV 584 55-
_ _
TCE TCE STA 2+ 15 40
TER
H-2 126 \
RIM 90.28 S
IN IN 584.7 S
IN 579.4 (0. DROP)\
V OUT 579.3
WATER VAULT
RIM 589.28
1INV OUT 584.0
18" RCP
WATER BLOW -OFF
CONC. CONTAINMENT
STRUCTURE
CONSTRUCTION ACCESS
DRIVE (SEE THIS SHEET)
MH-2411 1 OP. MH 1 -2411 7 REQUIRED TRAFFIC
EASEMENT (TYP.) RIM 582.32 - _ # �� RIM �9 .30 CONTROL PER DETAIL 4-C
PROP. 20' TEMPORARY INV IN 580.3 +/- (LAT) RlM 585.95 �O INV IN 578.4
IN 575.078.3
CONSTRUCTION EASEMENT (TYP.) INV INV OUT 74574 j�� j / ' NV T W
.8
15' PSDE (MB N 2 10 0
18 PG 157) 12. 6
FIBER OPTICS � END CONSTRUCTION, CORE EXIST.
STA. 0+21,35 (APPROX. LOCATIO MANHOLE INSTALL RUBBER
46 47 ROP. MH # 1 A
3900 SEMINOLE CT RIM = 584.33
3904 SEMINOLE CT GREGORY A CURRIE &
WILLIAM 0 L HUTCHINSO 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'
/ PROPERTY STORM DRAINAGE
LINE (TYP.) �p5 ,,EASEMENT (TYP.) A
3901 SEMINOLE CT
GRAPHIC SCALES / DAVID L FRANCIS &
HORIZONTAL VE TICAL io BETTY L FRANCIS
oSj DEED REF: 2
0 20 40 0 4 TAX PARCEL NO.O. 20921921149
�pS
1 inch = . 1 inch = 4 ft.
\ BOOT, & PLUG EXIST. 12" MAIN
TEMPORARILY REMOVE 4" R MAIN
(A ROX. LOC TIO
ORNAMENTAL STONE EDGE -OF -PAVEMENT (TYP.)
AND RESET. REMOVE &
REPLACE FLUME TO GAS MAIN (TYP.)
MATCH EXIST.
BACK -OF -CURB (TYP.)
SIDEWALK (TYP.)
11CIC
tiq�\83J
0+00
GRAPHIC SCALES
HORIZONTAL VERTICAL
0 10 20 0 1 2
1 inch = 20 ft. 1 inch
1 -1- 0 0
ACCESS DRIVE PROFILE
SCALE: 1 "=20' HORIZ.
1 "=2' VERT.
EXIST. CURB TO REMAIN
I nnr[�e+ n^ A n
PROP. SLOPE 2:1
EDGE OF WATER
SURFACE (TYP.)
PROP. TEMPORARY
CONSTRUCTION EASEMENT (TYP.)
PRELIMINARY PLANS -
NOT FOR CONSTRUCTION
EDGE -OF -PAVEMENT (TYP.)
GAS MAIN (TYP.)
BACK -OF -CURB (TYP.)
_t I G
r SIDEWALK (TYP.)
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDEQ PERMIT NO:
CDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 AC. No. I Date By
=fig
i
PROP. SLOPE 1.5:1
yyy yy��\
may\ y.yyy \
VER y W
.ET)
- POND
WSEL: 580.15
PROP. PERMANENT
EASEMENT (TYP.)
pamor
e1 6;
12
QUAIL HOLLOW
GOLF COURSE
VICINITY MAP
N TS
-1
•
V Know what's below.
Call before you dig.
CDOT:
1. NO EXCAVATION WITHIN THE CLEAR
RECOVERY ZONE SHALL BE LEFT OPEN
OVERNIGHT.
2. CONTRACTOR SHALL RESTORE ANY
DAMAGED CURB.
3. PROPERTY TRAFFIC CONTROL SHALL
BE MAINTAINED AT ALL TIMES IN
ACCORDANCE WITH THE CDOT WATCH
MANUAL DIAGRAM 12.
4. CDOT APPROVED PERMIT AND PLANS
SHALL BE ONSITE AT ALL TIMES.
CONTRACTORS ARE TO HAVE IMMEDIATE
ACCESS TO ALL TYPICAL TRAFFIC CONTROL
DEVICES (ARROW) BOARDS, TYPE II & III
BARRICADES, REFLECTORIZED BARRELS,
CONES, SIGNAGE AND QUALIFIED
FLAGMENT ON SITE.
5. NEITHER CONSTRUCTION
EQUIPMENT NOR OPEN EXCAVATED AREAS
SHALL BE LEFT WITHIN RESIDENTIAL
RIGHTS -OF -WAY OVER NIGHT, UNLESS
OTHERWISE APPROVED BY CDOT
INSPECTION STAFF OR PERMISSION
GRANTED BY PRIVATE PROPERTY OWNER
OUTSIDE CITY RIGHT-OF-WAY.
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
CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE, NORTH CAROLINA
Scales
PLAN V=40'/1"=20'
PROFILE H or. 1'=40'/1"=20'
Vert. 1"=4'/1 "=2'
LANDTEC MLH
Revision Surveyed By Designed By
MCMULLEN CREEK TRIBUTARY
AT QUAIL HOLLOW
GLENEAGLES ROAD
SEWER RELOCATION & ACCESS ROAD
MLH JLD Sheet Of
13 22
Drown By Project-Engr Approved By Date

EXIST. 12" HIGH PRESSURE �� A \ V ��/ �- - - _ - - _ - - A V / COMMU TY F ODPLAIN
\ - - _ _ / - -_ v v (FUTURE) (TYP.) _
/ i GAS MAIN TYP. � `\� � � � _-----___--����/--v v `\ /� l ` l l� �I � /`` // //// //// // // v
' STA.' 1 +65.96 � - � � EXIST. 35' GAS EASEMENT TYP. � � 5� v /� � � � _ � / ` / / ` / � �
PROP. MH #1 (TYP.) \ _ - \ / / / / / / z' FEMA FLOODPLAIN (TYP.)
w G� V
�M=:552•Q2 � PROP. TEMPORARY CONSTRUCTION
EASEMENT TYP.
zz
uail Hollow Alignment: STA- -0
I Exist. McMullen Creek Trunk: -S-TA: -V + 0 _ — — — —
SEX/5/. MH-241402 -_— --- ----- —�/ //\\ �\ \\ \\\ 32
l HR = 549.85 _--- _ _ / /// 3 �9� ALE EAGLESRD
— — — -
QLLOW
�du�� cLu\6 -- __--- -—
\ `�\ ��- /////i i///�/ /i//i/� /� /
\ \ _ _ / / / / j PROP. PERMANENT - EXIST. MH 241444 3 /
bE LT R F: y2437 57 \ / / / / / / j
p�4 � / / / -� �CULVERT (SEE SHEET -
N // - - - - - - - - PROP. 50 PERMANENT \A \ , b:� v - / / / / / - n 3d
N w // - -----_ ----- \\TAX\PARtE N �09561 1\ // / / //// //// / 60F22) _-- RIM - 556..d'� EASEMENT TYP. /i -
/ / g„ I I \---- ----- ---- EXIST.30'SANITARYn-
----- - - ------------- _SEWER EASEMENT TYP. sE C ) —
rn SS
- ----- - -_3dA\ / / /03
\ 3� --- d- 3d -� 3d 3d 3d �A _ _"i "!i / ii = /j// /d / /// / 7 SSA l3(1
�h
- - - �3�� ��'- = / ' / / SSE r �{ S
1\
G / _ �fit-� SS ------ 35
/ —
SS� _ �/ S5 SS
// II Ln S SSE- _ - / - - - - - - - - - - - - - - - - - ' �� / / / �/� / SSA S3 SS / i /]S'S / / +
SEr
z7:�ss I
S — /-- O
--0-
- -
/ o I SS —ASS SS —SS ��- ----- ---- -----
---�� S-� _----T �\ -
1 ss SS S� //// , sq -----— ss ss_� $sue — q, �—,---------- ------ - -
S // SS/S S� SST--- -- Off/ =S/355i
3SS S S
/ 3SS g - 3SS _ - _----- ----- —� ASS� / _ ------------_ ---- _
3 3s, — ///// --- ---- --- �sr 3ss — 0//' �� — _ —
3Ss _ — — — — — 3S5 77— — 3ss — _ — 3
SS 3SS_ / �c
/ m
EXIST MH 241410 — — —
RIM 554.7�
COMMUNITY
ENCROACHMENT FEMA �E—
// AREA (TYP.) FLOODWAY (TYP.)
'A33N:) N3llf1WOW
E
---------------------
...
E MCMULLEN CREEK E
E E E E E CENTERLINE PER
GIS (TYP.) /
NOTES:
1. SEE REHABILITATION PLAN SHEETS FOR
PROPOSED MANHOLE REHABILITATION
ON MCMULLEN CREEK INTERCEPTOR
3 3 3 3 3 SS
/ SS 1 4909 LINDSTROM DR
R JACOB FOREMAN
-� SS BRUCE W LOCK MDR DEED REF: 29957-752
DEED 378-391 TAX PARCEL NO. 20933245 S
\ 4851 DR TAX P EL 0. 20933244 S
SS PAUL
C GGIBSON IBBO
DEED REF: 06902-396
r TAX PARCEL NO.220933243
\ 843 LINDSTROM 4917 LINDSTROM DR SS �-
555 WILLLAM H WELL , LISA M HOOD
�_ SS i EED R : 055�-955 DEED REF: 09618-723
555 4835 LINDSTROM DR /TAX PARCEL w20933 2 TAX PARCEL N0. 20933246
550 \ �- STANLEY PAULROSTAS I
DEED REF: 06998-310 SS\
SS TAX PARCEL NO. 20933241
I'll 4827 LINDSTROM DR 4"��IjROM DR
M
_ / - - - _ COMMUNITY FLOODPLAIN \
W / j / / / / / _ PROP. 20' PERMANENT `�' �' - - �� (FUTURE) (TYP.)
EASEMENT (TYP.)
W a \ \ p \ FEMA FLOODPLAIN
EXIST. 15 SANITARY 3700 GLENEAGLES RD V
SEWER EASEMENT (TYP.) c� QUAIL HOLLOW - - A (TYP.) V A v
EXIST. IRRIGATION PIPE - / W v" COUNTRY CLUB
/ / / / WDEED REF: 02437-571
(APPROX.) (TYP.)
TAX PARCEL NO: 20956101
EXIST. IRRIGATION
SPRINKLER (APPROX.) (TYP.)-
i� w
Prop: McMullen 30/n Relay: STA. 0+00
�i PROP. 20' TEMPORARY
/Exist. McMullen Creek Trunk: STA. 12+87 66 30• �Dl a \ CONSTRUCTION EASEMENT (TYP.) - /
PROP. 50 PERMANENT EXIST. MH—#241449 - 3d
,
EASEMENT (TYP.) / V \ v
Rl � 55�1.23 - � 8•a,R
EXIST. 30' SANITARY
W e,e
a� 3d
SEWER EASEMENT (TYP.)
� 3d 3d 3jl V A \ V A v v � �
-McMull Join Relay.* STA. 3+74.02 /
SE iN 3j1 \ \ \ \ \ \
� o+oo ss �s W � 3d Proms _ _ y: /
3 — / SS — v v v v Exist. McMullen Creek Trunk: STA. 16+61.68
3 / SE �— — Ss sS' 14f sSE �'���� EXIST:- MH-241465
,N� /N r+oa �� �_ — RLM =-553.65
----- ---
S SS SS _3SS 6 .p 3SS rr� v SSE 3,1 _ /
-1 S�-- - z4 - qpr\ —3j1 - S__
nS ��S ----- "q -- r c e
- sE u' r SS�S------__-'R EXIST. CREEK (TYP.)
----�
-- - -_- ----__ /
_ m m SASS 3Ss 3ss - - - - - _ �Ap<F 374 02, s•" \ _ \ / / ; / / \
SS 3SS / / / rZ. 3SS SSE <r 0
C) qsy 3+0p
— m ►, _ - -- - -- -- 3SS 10.
61 AA°<<r j
SE /
.O �/ q rr 4 3+7 .0f`�
O -� / / --_ ----_ \ 9s'0.9
*44
J� \
- - - - - -
lp
_ -
_ - - -
- - - — _ _ • / — — — �_- ___ -. � . Ate, ?• / f<�! - --- /\ �i
- EXIST. PROPERTY - \ 'a•, �F tip, F 8'wac �. ,� - - - - Ri �'
_ LINE (TYP.)
_ — - E REM±364 LF 30" SANITARY
SEWER AND REPLACE a"F<�, s ,r / s,
_ — MCMULLEN CREEK /,\ �� \
� E \� F CENTERLINE (TYP.) 8 � /
SEWER (C905 PVC DR21)
MATCH EXIST. INVERTS%.*4�f 8"w.�ti0 E
3 Nor
COMMUNITY a \ \ \ \ - - e ` -
\ \ \ \ \ \ \ \ \ - - / / ,• / rz. �2QBALTUSROL LN
ENCROACHMENT AREA (TYP.) FEMA r \ \ \ \ \ \ \ \ \ _ - - - - - wey�r \ s wtiH�r� WATERS CONS UCTION CO INC /
FLOODWAY (TYP.) / EXIST. 35 GAS \ \ / - / sF d DEED REF: 04 267 \
3 EASMENT (TYP.) A A A - / rf.sr����� TAX PARCEL NO. 209211
Ci
4000 KINGSCOTE CIR
JAMES R HOOD
DEED REF: 06862-273 A J
TAX PARCEL NO. 20933251 �
\ \ \ \\ \\ `\ `, \ \ ��� 5
IC,
VICINITY MAP
N TS
•
•
V Know what's below.
Call before you dig.
GRAPHIC SCALE
0 20 40
1 inch = 40 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: 11.6 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

/ / / 8430 DOUBLE EAGLE GA WY \ \ \ I
/ IAMES STEWART KIN \
PARCEL N0: 2092011 \ L�SSG
DEED flEF: 315)5-221 I
\ 424 DOUBLE EAGLE GATE W8 DOUBLE EAGLE GATE WY / \
,yVN GARV WALLER HAR18§IE�LA B IORDACEDENN & PHILLIP 1 JORDAt�
RM'\ Tax PARCEL .x o03s-3o1 / Tax PARCEL NO: zo9zou3 8912 axOUBLE aflcEL rvoGZEGA E
0 z09z01 CAMDEE IANEC OMPA V L
DEED REF' 0 LI
D
2 OUB 8406 DOUBLE EAGLE GATE WY
IEEA m CAMDEELANDCOMPANY LLC I
E TAX DEED
REF NO 2029i'0e26
��W G
ALLER WY ATE�g RM' Y(pRyVgT MH-240050
UNITED PROPERTIES GROUP LLC
EEDREI 2-3-2
DO TA PARCEL N0.20920127
840D DOUBLE EAGLE GATE WY
CAMDEE LAND COMPANY LLC
3007 WALLER WV M17 DOUBLE EAGLE GATE WY 8Ay TAX
vaRCEErv0�2D92D123
1� UNITED PROPERTIES GROUP LLC UNITEDDPROREPRTIES GROUP LL
y TA% PARCELN0. 20920128ED :324209201 /
DEED REF 32387-AM TAX PARCEL N019 209201
�I — — —rem
8411 DOUBLE EAGLE GATE m I
_ MATTHEW HAMILTON SELLERS
�­ Tax PARCEL NT.5.' 1511. \
I N
_ I
3138 SHILLINGTON PL
EDDWADRRDPR2GEBHART
EE
TAX PARCEL N009.2094355-]31216
C
I
I
1 32GD SHILLINGTON PL
VIRGINIo A
DE
TAX
PARCEL NO. 20943215 it
EXIST. RETAINING WALL
(TYP )
8405 DOUBLE EAGLE GATE WY
'PW CAMDEE LAND COMPANY LLC U 1
DIED RIC NIA
RAN— TAXPARCELN0: 2092C124
� NGED B
R/W DUR�E(pR/V 0 G I 3208 SHILLINGTON PL
ATO DDAV FD BGAY \
MH-240048
m _'ARCE1N0.209A321A \
�^
d RAN
M H-240047 \
\ 3216 SHILL ON PL
1 m PAUL D D I I
PROP. 15' TEMPORARY CONSTRUCTION PROP. CIPP REHAB PIPE I TAXPARCELo.
EASEMENT (TYP.) (TYP.)
PROP. 20' PERMANENT
EASEMENT (TYP.) i
1 I V I 32 6 GTON PL
I I \ 5 N T AI MAN
EXIST. 15' SAN. SEWER I w I \I EXIST. 8" SAN SEWER R943212
842 URNE 74
EASEMENT (TYP.) K TOPHERCAR OLU I i PIPE (TYP.) 1
8443 IN BOURNE
1 1R1111/THENDRIC &ROBERTRI I d 8407 WI O O \ MH-240406
MH-240028 axP1REE'10 °D&9iszoa I I A. HEK EEDflE:& io-wgT H \ MH-240404
I U I `- PARCEL N0:2D93 p_ \
H-240027 I I I I l
I
o \e
�SAINNDDTRAP
1 SANDTRAP
1
I— 331 9a s5
31� , —T 5
3d �6E3 E 11s5 55
3---56
5 TCE — TCE
MCMULLEN
1424 EAGLE GLEN
ELLIS RHYNE DAVIS & LISA E DAVI6\
DEED
E
TW(PAR<ELP: 13533-111
NO: 20938216 /
SEWER (TYP.)
0 E
—�—
TCE TCE — TC —
CREEK TRIB
I
I
I
III
EXIST. UNDERGROUND
ELECTRIC (APPROX.) (TYP.)
'n,V SSE SSE
ss 1- 55 55
355- 351—
�StA-
- x
M H-240049
8410 EAGLE GLEN
MICHAEL DIED RE, 2_L E31
TAX PARCEL N0: 20938232
EXIST. IRRIGATION VALVE
(APPROX.) (TYP.)
8406 EAGLEGLEN
R ELLISON & SHARVN DREF
DEED
I � DEED RE6.w \
ITAX PARCEL NO.
8 ONORSR
NY0
OE
Q )-6]0
I I E 6
— E 11EF:
NO.058
1 T DflCEL
I 1
CEL No.
\ \ x
L \
\C EL
E.RELN0.2
6805 HONORS Cr
STEVE
ENKINS
TAXPaac[rrvD. INS1a1711 A
3225DEEDRL 4—PL
JO END SSMAN
TAX
09AA3L
2
MH-240448
Z -
\ G)
:..A,
011/
11 PROP. 20' PERMANENT
D s�
-� EASEMENT (TYP.)
r\ 3 E0.CEENO.-023111
SHILLINGTON
" — CIP=� CIPP CIPP CIPPE%
\ PEP P 3ss P —3¢� sCI�P=�
\ MH-240409
\ \ / MH-240439
\w� j
EXIST. IRRIGATION /
PIPE (APPROX.) (TYP.)
t
EXIST. IRRIGATION
SPRINKLER (APPROX.) (TYP.)
LLINGT PL
MCG RE
M\240434
M H-24043(
3101 SEVEN EAGLES
TRUST IF HENDRICK III
IRREVOCABLE & RDBERT C RICE
3133
TAX PARCEL NO: 20938204
40
IT 0 84
441
J R III I/T
9k
�.1C,
ss\
I e\
8424 EAGLE GLEN
TAX REF:235-70
ELLIS RHYNE DAVIS & LISA E DAV
EL NDsaD93Rz / N 6
d
MH-240033
s.
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
Replace frame and cover
Rebuild bench and invert
Seal pipe connections
MH-240406
8.5
IDebris 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
Debris Removal
Replace frame and cover
MH-240448
8.9
Replace frame and cover
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
8400 Double
GM-14898
MH-240050
MH-240048
See Note 1
CIPP Lining of lateral
Eagle Gate Way
GM-14900
MH-240047
MH-240049
8
308.1
VCP
1/9/2019
CIPP Lining
GM 14931
I MH-240430
MH 240409
8
225.5
VCP
1/10/2019
CIPP Lining
Note 1: Distance not known as defect found via smoke testing
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
GM-14607
MH-24003
MH-239996
332.7
1 3
13219 Seven Eagles Rdl
8
1 420.3
1 CIPP
1 1/7/2019
1
To hat lateral connection
Note 1: Distance not known as defectfound via smoke testing
SS SS SS
ccr ccr
PE PE
TICE TICE
CIPP CIPP CIPP
PB PB
\`may
O
LEGEND
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
GRAPHIC SCALE
0 50 100
1 inch = 100 ft.
PRELIMINARY PLANS NOT FOR CONSTRUCTION
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCD£Q PERM/T N0:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 AC.
�o
GPI ,`O� SO
PROJECT
ARE 0z
�Q
EPGLE RID.
G1-EN —
I
QUAIL HOLLOW
�$F GOLF COURSE
O
Z�
�v
VICINITY MAP
N TS
•
V Know what's below.
Call before you dig.
PROJECT AREA
i
RD
QUAIL HOLLOW
GOLF 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
i 704-919-1900
LICENSE NO. P-0601
CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE, NORTH CAROLINA
MCMULLEN CREEK TRIBUTARY
Job No. File No. Scales AT QUAIL HOLLOW
PLAN t" = 100' REPLACEMENT SEWER
PROFILE N/A
H or.
Vert. N/A
PIPELINE REHABILITATION PLAN
No. I Dote I By I Revision
LANDTEC SRK
Surveyed By Designed By
Sheet Of
SRK JLD 15 22
Drown By Project—Engr Approved By Date

MH-233173
DR
LIPPI
1143
=NCASTLE DR
RD PARKINSO
"EF: 3�385-706
M H-233171
M H-233169
MH--239636
M H-239639
RNE
RAH BELK
A.
3
d
ti
I
\ \011 GREENCA LE DR
ANDREW AH *TAX
RE PL
DEED RE : 46 N II WHITE
AX PARCEL 17911248 911
791125 EEXIST. 8" PVC SAN.
SEWER (TYP.)
3
8019 GREEN STILE DR
HN A DRA AUGH
EED REF: 3177 207
TA PARCEL NO. 1 1249
O
3
z
�
RD
A SR L
D REF: 17'
PARCEL NO.
MH-233184
8101 GREEN CASTLE RD
HEIDI HODA KABLAWI
DEED REF: 33951-540
TAX PARCEL NO. 20950102
3901 AYRSHIRE P
MOSEN MOTALEI
DEED REF: 08898-740
AX PARCEL NO. 179112
MH-233193
SHARON RD (CDOT)
R/w
D D REF: 34048-682
TAX PA EL NO. 209501
MH-233197
3
3
or
6701 S AR RD
17-2 IH B RR ER
REF: 2269- 46
TAX PA L 0. 209 0142
� I
PROP. CIPP REHAB
PIPF (TYP 1
3908 qRSHIREPL
MATTHEW JQSEPH SANICOLA
- DEED REF 31059-055
TAX PARCEL . 17911261
I 3900 AYRSHI E PL
DAVID K HOFFMAN
DEED F: 2-779
3 T NO.17911262
EUN-MI YU
REF: 32702-682
tCEL NO. 20928E
/ H-239940
I \
3 SHAR N RD
R ALD E RICHARDSON
ED REF: 25715-735
IT ARCEL NO.20928617
t O
.... O
1519 M H 239917
_ 3 \
E 32475EVENE
55-
SEE\\ ` CAMERC ss 5 Ss \ E &O TAX PARCEL NO
u
i O
55 _
GRAPHIC SCALE
0 25 50
1 inch = 50 ft.
MANHOLE REHABILITATION PROJECT
Existing Manhole ID
Frame and Cover
Rehabilitation
Interior Wall
Rehabilitation
Bench and Invert Channel
Rehabilitation
Pipe Connections
Rehabilitation
MH-233193
Frame chimney seal
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
Cl PP Lining of lateral
GM-22090
MH-239923
MH-241506
8
305.4
VCP
1/8/2019
CIPP Lining
GM-22091
I MH-239643
MH-239636
I See Note 1
1
8934 Winged Bourne
Replace Broken Cap
GM-22223
I MH-241481
MH-382003
1
1 6
1
1 8
1 187.9
1 VCP
1 1/10/2019
1
Cl PP Lining (roots, cracks)
Note 1: Distance not known as defect found via smoke testing
LEGEND
SS SS SS
_CCE SSE
PE PE
TCE TCE
CIPP CIPP CIPP
PB PB
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
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: 11.6 AC.
�� pG
PROJECT
AREA
RO
�O
GLENEp,GLE RD.
QUAIL HOLLOW
GOLF COURSE
ae �o
G�
2�
� G
VICINI I Y MAF'
N TS
•
V Know what's below.
Call before you dig.
RD-
QUAIL HOLLOW
�cF GOLF COURSE
O
PROJE
AR
VICINITY MAP
NIS
APPROVALS (SEALS)
N.C.R.L.S. (AS BUILT)
N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
i 704-919-1900
LICENSE NO. P-0601
CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE, NORTH CAROLINA
MCMULLEN CREEK TRIBUTARY
Job No. File No. Scales AT QUAIL HOLLOW
PLAN vARIEs REPLACEMENT SEWER
PROFILE NSA
H or.
Vert. NSA PIPELINE REHABILITATION PLAN
JOSE ARMARIO &
MARIANEIA ARMAR
No. Dote I By Revision
LANDTEC SRK SRK JLD Sheet Of16 22
Surveyed By Designed By Drown By Project—Engr Approved By Date

1
3929 CARMELACRES DR 1
CHRISTOPHER MATTHEWS
REEDREF \ TAX PARCEL NO.2o926221
I
T
DEED EF:032017 62B
AD PARCEL O.2D921211
I�
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
Install flat top -section
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
36
m D
mn
rn
O �-f SE
C rn _315-3ES /
C i
i
4011 EARN ­
TAX PARGELND.:
4DE3CARN-L`TE LN
KEVIN, ­\
DEED REF
� A TAX PARCEL NO. 2D934117 \
(CDO
7 OBALTUSROL
"DES W CANN 7812 BAL L IN /
r Jo2z�?°
\ \ \ M H-241459 CHARLES E RREE / I %PARCEL ° TA% A EE O'20921 33 / / O
4423EA LEIS ARDRo�! EXIST. 100 YEAR
LEN/
GSOC I
\ DEEDREFCY06o931161\ FLOODPLAIN (TYP.)
\ \ \ s\\ \ XPAre \ l COMMUNITY 100-YEAR _ 7830 BALTUSROL LN /
THOMAS RKURTZ IV
FLOODPLAIN (TYP.) RE,: 30346-641 /
1 �{OD E 4TH IT -TH FLOOR
1 RA EC
KLENBURG COUNTY
1DEED REF: 08345-383
TAX PARCEL NO. 11'3 126
\� I
� I
�V I
I
I
I
1
I4912 QUAIL CANYON DR
/ TAX PARCEL RREENozDsD134
/ 926 pDALCANYONDR
DEEDIO IRONKI,
DR
ITAX PARCEL NO 2111111
EXIST. IRRIGATION
SPRINKLER (APPROX.) (TYP.) COMMUNITY 100-YEAR
MH-521736 EXIST. IRRIGATION FLOODPLAIN (TYP.) EXIST. 100 YEAR
PIPE(APPROX.) (TYP.) FLOODPLAIN (TYP.)
j 1 RE,
MH-241474 1 ---
m -
\ i ,
PROP. 20' TEMPORARY �� — — l COMMUNITY 100-YEAR
1 I ° \ CONSTRUCTION EASEMENT ; / FLOODWAY (TYP.)
✓I \ MH-241465 1
EXIST. 8" VCP SAN. m 3700 GLENEAGLESRD w° ° \ / / EXIST. 12" VCP SAN. FEMA
SEWER PIPE (TYP.) Low
CouNTRv uB / \ _ r / SEWER PIPE (TYP.) N I \L FLOODWAY (TYP.)
DEEDREF9243)E)1 `"� ° /�
° TA%PARCEL NO'. 209E630
1 — — — — — — — — — — �
J /Q,W V / — — — — — /331 PE / PE ssF O7620 IN
ff dell��•:/—WATERS CONSLTUTR SrRROnN EB-IN2 \
/ / / 1 / 33 EE \ r .• TAX IARCEE NO. 20921127 \
I � � y �ce � s� �r F � • � � v
4 PROP. 50' SEWER
s� MH 78253'"PE/ESE j u tE' rssp EASEMENT
MH-241449
EXIST. 30' SEWER
EASEMENT
EXIST. 30" SAN \
EXIST. 30" RCP SAN /� a 3a SEWER PIPE v
�.._ SEWER PIPE (TYP.)
bbE�nE 3 __ 3E � MH-241452 v
Z/ 1 , _ � � 3 4 3a v33 v v
MH-36834 69 9 \ /
399 u 9=E�99E d —
f E \ —355 ss S ssE d t 3 3J
-r—�S S SSE — SSE SSF
\ iT• � \ \ ... �.. 355
3
a 4000 NINGSCOTE CIR E
/ JAMES R HOOD 4001 KINGSCOTE CIR
DPs EED REF: 06862-273 JOHN HARWO BEACHAM
TAPARCEL NO. za9332DEED
DEED329
TAX P ELNo. 2 3252\ \
ZA 1 \ 3
MH-241442 \ MH 241439
4006 KINGSCOTE CR
TAX PARCELNO.H 3225
21 \ \
6797 LOUISBU RG SQUARE IN \
/ DA DEED LEE ARMBRUST
�IIv E
MPl�kA`o El
SEE Pg \
\ \ 1
\ 7700 BALTJ
KEV 1 \ TAx PARCNLNO.Ozo9H21129
\ 1 1
MH-241448 \ a \ \
�\ a
\ \ / \
\ S 36 1
I I
0
F: 33663 ZpgRGE ))13 BALTU6R L
L N0. 20321208 30 DEED
GARY HANCOCK
TAD 09 ] DALNUERDL LN
DLDRI
I I CEL
—SS—
TH BALTU OL LN
TD REF:1 VASES
6. 288
TAl AR<EL N0. 20921130
I
4001 CARMELACRES DR
STEVEN BRUCEPATTERION
DEEDTAX PARCEL NO.20926219
—36D 399 �39D EE —
39
� P. —R-
13001 GENERAL DR
TFRRI I MCC:IRT
)416 DALTUE LL' LN \ \
I AND-
KEL6
E :NO3 6-
IA% PARCEL N0. 20921
I
I
I
7829 BALTUEROL DRDE /
IASON WHITE 21
ETAX PARCELF: 032°921
LTUSREHL LN E
CY
RAIMINI
TAX PARCEL ND. 2 01214
\\\\ / % TA%PAflCEL NO. 20921- / I
\--
\ / ^ \ 7900 BALTUSROL LN
MICEE RCEL No,DMOND
\s\ \ r✓ \ / 40 CA1K TIE LN
�/� 1 UAS ER
1 \ \ \ AJPARCELNDCAT1131 COMMUNITY 100 YEAR \ EE„°69'2
rF 1 773D BALTUSROL IN
RE .
\\\ \ PARC'lOHN DCA?O FLOODWAY (TYP.)
\ 1 `
\•31, •G :g. \ I / FEMA _ / I 7912 BALTUSROL IN a
\ I FLOODWAY (TYP.) \ IEPARCEL HARRIS 1
TAX PARCEL N0. 20921136
J \
EXIST. 30' SEWER _ _ MH 241511 \
EASEMENT \ l ' —✓�
MH-241542
EXIST. 30" SAN \ \
x \ \ \ \ _\ /� r SEWER PIPE \ \ \ \ MH-241551
s — — SSE 4E�69E _ — -
MH 256242 MH 256245 SSE—
s 6E " 66E_ _ _ 96E
SS
�SSE
uE
�. ES — EE
E S—ES 355— _�! 355\
SSE SSE EEt—EE�EEESS
--35E-3 —� —
SSE EEE v
\ M H-241512 M H-241536
s E6 69 ..
355—
\ 3SS 355— —...—" ---
�• 355 3EE —" _..—
N ... ... �... ..—... ..,-
4900QUAIL YO DR MH-256241 — — — - — — — _ _ —�— _ — — - "'� ... -�
\ TAYLOREDREF SANTRP "-1
DE32R36-3RDS �
AxPARGELND.2D93D136 MH-241485
M H-256243
.. 99 SS EE
�/ 4906 IL — D 4410 DEEPWOOD DR —
ss Tar PAPC 111.RCEL No zo930135 s \ --ss— /' STEVEN C BOST 4328 DEEPW
/A n AM MC DEED REF:04086A91 MOELARE 3A
1 4918 oUAIL CANYON DR TA%PARCEL N0. 2092]119 RAN PARCEL NO.
D"D
49340UAR CANYON DR HELE M GLESSNER
H �RNI
TA%PAreCEL rvo.2o930133 4844 QUAIL CANYON DR /
TAx PARCEL No. zo93o131 I SERGIOAKOPPANV
DEED PARCEL O. 24Ao6 4418 DEEPWOOD DR
D PARCEL N0. 2093013]
SHERRY P ROGERS � (�
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.
NCDEQ PERMIT N0:
NCD07 ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 AC.
LEGEND
SS SS —
SSE SSE
PE PE
TICE TICE
CIPP CIPP CIPP
PB PB
1 1
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
Rp.
9,
QUAIL HOLLOW
GOLF COURSE
VICINITY MAP
N TS
PROJECT AREA II
tt-1
wD Know what's below.
Call before you dig.
Rp.
9
GRAPHIC SCALE
0 50 100
1 inch = 100 ft.
QUAIL HOLLOW
GOLF COURSE
VICINITY MAP
N TS
PROJECT
AREA
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
CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE NORTH CAROLINA
Job No. File No.
Scales
PLAN 111 = 100'
PROFILE N/A
H or.
Vert. N/A
As Built Date
LANDTEC SRK
Surveyed By Designed By
MCMULLEN CREEK TRIBUTARY
AT QUAIL HOLLOW
REPLACEMENT SEWER
PIPELINE REHABILITATION PLAN
Sheet Of
SRK JLD 17 22
Drown By Project—Engr Approved By Date
No. I Dote I By
Revision

/ \ 0B 4%CARIUSTIE LN ARCEL NO.,D31 wxITEmnasxn
J ED CREF ;BEAN
\ / f
TAXDEDREF 04369984
Z Ew ME6ADOILERA ARCEL NO. T PARCEL N0.20934149
AA EAflCEL NO. 2WM139
EXIST. 100-YEAR \ 2093014
/ r / FLOODPLAIN (TYP.) ti r
� \ / / \
40 STIELN COMMUNITY 100-YEAR \
RO RT W 0 HERMAN
� 1130934114 FLOODPLAIN (TYP.)
ITEMARsxR
7031 WHITEMARSH CT1 1 OVAL POINT— �\ IEFEREr PAUL6182
ARNOUSTIE UN 2 0 CARNOU T DEED REF. 16)61-Bzz
A LOHAVICHA \ MCMULLEN HOMESxASSOC
32- �y\ yMPA0.CmEL�N0.320934101 \ EEDRF 2) TAN PAR
CEL 48
CEL N0.2 20334106 /
/
JEAN
\ COMMUNITY 100-YEAR \ \ / Ax REF: °� 2
/ FLOODWAY (TYP.)
/ MH-241098
/ \SS 6932 C4 flON GIEN
/ FEMA \ 421 aRN USTIE LN / \CE
— — FLOODWAY (TYP.) \ ANDREEWD L ORGE
_ 0 49-62
/ \ TA%PARCEL NO. 209341
� _c ===ssE ssE SSE ssE ssE ssE ssE ssE /
\35y�
��... EXIST. 30" RCP \
SAN. SEWER (TYP.)
MCMULLEN CREEK _ _ _ _ MH 241093
TRIB. (TYP.) —
EXIST. PROPERTY
_ LINE (TYP.)
4311 DEEw DN P I
11.3
ARPAR ELND.2D92,3D2 I DEEDPEP.D,R63 . I
in — in
1-311
TARPAN_.0­ER EDC-
ZR92,
4242 W
P=PCog AO
.nME
DOE- ETH Ao6 PP
EL N0�2092%
S
Off'
S MH-241124
EXIST. PROPERTY
LINE (TYP.)
I
EXIST. UNDERGROUND
TELECOM (APPROX.) (TYP.)
\ s<\ \ n
\55 �.• SSE \ —
6 �
\ MH-241101
PO B )9D32 \
A EE HOOLLO SOM858550` \ \
\ �J
TAX PAPCE N \22°' MH-241104 � s\
MH-241106
EXIST. 12" SAN.
SEWER PIPE (TYP.) \
4S
3810 GLENEAGLES RD
QUAIL HOLLOW #3
HOMEOWNERS ASSOC
DEED REF: 06012-528
TAX PARCEL NO. 2091152
--- In In \
In �
/
PROP. 10' PERMANENT
EASEMENT (TYP.)
EXIST. 20' SAN. SEWER
EASEMENT (TYP.)
\J
SDE ��
SDE �� SDE SDE
SDE SDE
SDE OF Spy
�J \
\ A S�F
s 4
�sr 3900 SEMINOLE CT
GREGORY A CURRIE &
\ JENNIFER 33 CURRIE
DEED REF: 33016-421
TAX PARCEL NO. 20921148
MH-241121 L
m
N
m
In =
IneF
M H-241116
.Ln
46
3904 SEMINOLE CT
WILLIAM 0 L HUTCHINSON
DEED REF: 33342-826
TAX PARCEL NO. 20921147
M
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-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 OFFSET JOINTS
INSTALLCIPP
MH-241127
MH-241125
GM-21230
8
26.9
VCP
10/29/2015
INSTALLCIPP
MH-241120
I MH-241126
I GM-2122351
8
1 74.2
1 VCP
1 10/29/2015
INSTALLCIPP
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDEQ PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 AC.
LEGEND
SS SS
SSE SSE
PE PE
TCE TCE
CIPP CIPP CIPP
PB PB
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
l�
QUAIL HOLLOW
GOLF COURSE
3
VICINITY MAP
N TS
V Know what's below.
Call before you dig.
QUAIL HOLLOW
GOLF COURSE
VICINITY MAP
N TS
3
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
W6TER CHARLOTTE NORTH CAROLINA
MCMULLEN CREEK TRIBUTARY
Job No. Scales File No. AT QUAIL HOLLOW
PLAN VARIES REPLACEMENT SEWER
PROFILE NSA
H or.
Vert. N/A PIPELINE REHABILITATION PLAN
As Built Date
LANDTEC SRK SRK JLD Sheet Of18 22
No. Dote By Revision Surveyed By Designed By Drown By Project—Engr Approved By Date

WEIR LENGTH (L)
STE
�nRE FENG�f:
o`N FILTER FABRIC
0
N
GENERAL NOTES:
1. WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A
PERIOD OF MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE
STEEL TYPE.
4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES
WITH 12" STAY SPACING.
5. TURN SILT FENCE UP SLOPE AT ENDS.
6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS.
7. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE
OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
8. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
9. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
10. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS
OR OTHER AREAS OF CONCENTRATED FLOW.
F
4'-0"
MINIMUM
2'-I0" MIN.
KI4
STEEL POST
- *K FE4c*G
- F&TER FABRIC
15
*ASHED STONE
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED BY THE CONTRACTOR OR HIS
AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE
IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO
THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS
NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO
CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED.
NOT TO SCALE
TEMPORARY SILT FENCE
FENCE MATERIAL:
ORANGE, UV RESISTANT HIGH
TENSILE STRENGTH
POLYETHYLENE LAMINAR
BARRICADE FABRIC -1
4'-0" O.C.
STEEL POST MINIMUM
SEE APPROVED
PRESERVATION P
REQUIRED RADIU
OF TREE BARRIE
5' TYP,
GAS MAIN
DETAIL 1-A
1" STEEL PLATE, 8" THICK TIMBER
MATS, OR APPROVED EQUAL TO
BE INSTALLED OVER GAS MAIN.
MIN. 5' BEYOND MAIN EACH SIDE.
GRADE
1" STEEL PLATE, 8" THICK TIMBER MATS, OR
EQUIVALENT TO BE INSTALLED OVER GAS MAIN.
MIN. 5' BEvnnin LnAIKI C:Arru QMC:
PIFmmnNT (.A:� rpn,;
DETAIL 1-D
PLAN VIEW OF ROOT ZONE
ONE FCC
INCH OF
OR 1/2
FOR PRUNING SEE WHICHEVI
INTERNATIONAL SOCIETY
OF ARBORICULTURE SPECS.
DEAD TREES AND SCRUB OR UP
GROWTH SHALL BE CUT FLUSH
ADJACENT GRADE. NO GRUBBIN
ALLOWED UNDER DRIP LINE.
2"x4" STANDARDS + 1 "x4" RAILS
OR ORANGE SAFETY FENCING
MAY BE USED.
• CITY OF CHARLOTTE
�rn LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ETJ
NOTES:
1. CONTRACTOR SHALL COORDINATE WITH
PIEDMONT GAS TO FIELD LOCATE GAS
MAIN.
2. INSTALL ORANGE SAFETY FENCE 5 FEET
EACH SIDE OF GAS MAIN. ONE SIDE ONLY
WHERE CONSTRUCTION ACCESS DOES
NOT REQUIRE BOTH SIDES.
3. COORDINATE LOCATION OF GAS LINE
CROSSINGS WITH PIEDMONT GAS. NO
CROSSING SHALL BE UNPROTECTED.
4. EQUIPMENT CROSSINGS SHALL BE
BETWEEN PERPENDICULAR TO MAIN
UNLESS OTHERWISE APPROVED.
MINIMUM 60 DEGREES TO GAS MAIN AT
OCATIONS.
ORANGE SAFETY FENCE
(AS REQUIRED)
NOTES
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES.
3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 01000
FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION.
TREE PROTECTION DETAIL
RK MULCH, PLACE BARK
i AT AREAS NOT
CTED BY BARRIER.
40.02
EXISTING GRADE
STEEL FENCE POST (TYP)
8' (TYP) 4' -
12O OF SO R 5A7 FOACE
OF OUTLET
CLASS B EROSION CONTROL STONE
SILT CHECK FENCE
PLA FLOW
StCIIUN ALUNG FLNUL
24" HIGH SILT
CHECK FENCE
CLASS B EROSION V-g"
CONTROL STONE SILT CHECK
12" OF N0. 57 STEEL FENCE
MASHED STONE POST
° 18" AT CENTER
FLOW o 0
\� FILTER FABRIC
SECTION ALONG FENCE
STONE OUTLET DETAIL
DETAIL 1-6
NOTES:
1. ACCESS ROAD SHALL BE 12' IN WIDTH.
2. WHEN USED FOR TEMPORARY REPAIR OF EASEMENT,
WIDTH AND LENGTH SHALL BE AT DIRECTION OF
ENGINEER.
PERMANENT ACCESS ROAD
NOTES: APPLICABLE AT ALL POINTS OF
INGRESS & EGRESS UNTIL SITE IS
STABILIZED, FREQUENT CHECKS OF
THE DEVICE AND TIMELY
MAINTENANCE MUST BE PROVIDED.
SURFACE
NOT TO SCALE
DETAIL 1-E
NOTES:
a. GRAVEL PAD TO BE 12'x 50' AND 6" THICK MINIMUM
b. TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS IS TO BE
PROVIDED.
c. ENTRANCE(S) SHOULD BE LOCATED TO
PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES.
d. MUST BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR
DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE
WILL BE NECESSARY; KEEP SOME HANDY.
e. ANY MATERIAL WHICH STILL MAKES IT
ONTO THE ROAD MUST BE CLEANED UP
IMMEDIATELY.
TEMPORARY CONSTRUCTION ENTRANCE/EXIT
DETAIL 1-F
BRIDGEMAT
1 /4 SUPPORTED 1 /4 SUPPORTED
- L -
WATER DIVERSION STREAM
WATER DIVERSION
STREAM BANK
SECTION A -A
I I
1 /4 SUPPORTED
I STREAM y�
1
+ f
I
I i BRIDGE MAT SEGMENTS
A A
L I
I l
l
I PLAN + STREAM BANK (TYP.)
BRIDGEMAT NOTES:
BRIDGEMATS ARE HEAVY WOOD OR STEEL PANELS PLACED OVER A STREAM OR DITCH
CHANNEL, USUALLY FOR TEMPORARY CROSSING. OTHER NAMES INCLUDE DRAGLINE MATS,
SKIDDER BRIDGES OR PONTOONS. WHEN BRIDGEMATS ARE CAREFULLY INSTALLED, USED,
AND REMOVED, THEY TYPICALLY DO A VERY GOOD JOB OF PROTECTING WATER QUALITY.
BMPS FOR BRIDGEMATS
1. WHEN SITE CONDITIONS ALLOW, SELECT A STREAM CROSSING LOCATION THAT HAS THESE
CHARACTERISTICS:
- NARROW CHANNEL WIDTH.
- FIRM, STABLE STREAMBANKS.
- SOLID FOOTING ON EITHER SIDE TO SUPPORT BRIDGEMATS AND EQUIPMENT.
- HIGH, LEVEL GROUND ON EACH SIDE.
2. CREATE A SOLID -SURFACE CROSSING THAT PROVIDES A BARRIER OVER THE CHANNEL TO
MINIMIZE DEBRIS, SOIL, AND OTHER MATERIALS FROM FALLING INTO THE WATER.
3. KEEP EQUIPMENT OUT OF THE CHANNEL DURING INSTALLATION AND REMOVAL OF THE
CROSSING UNLESS DOING SO iS NECESSARY FOR HANDLING THE BRIDGEMATS.
MINIMIZE THE AMOUNT OF OVER -HANG FROM LOGS, TREES, OR TRUCKS/TRAILERS THAT
MAY DISTURB THE CHANNEL OR APPROACHWAYS.
4. CONTROL RUNOFF AND/OR CAPTURE SEDIMENT ON THE APPROACHWAYS. SEE PART 1
AND PART 2 OF THIS CHAPTER FOR POSSIBLE OPTIONS.
5. AS NEEDED, PERIODICALLY INSPECT THE CROSSING AND TAKE ACTION TO PROVIDE FOR
SAFETY WHILE PROTECTING WATER QUALITY FROM RUNOFF, DEBRIS, SOIL, OR OTHER
POTENTIAL POLLUTION FACTORS.
6. STABILIZE THE APPROACHWAYS AND CROSSING LOCATION IN ACCORDANCE WITH
FPG .0203 AND .0209 OF THE NC FOREST SERVICE.
BRIDGEMAT STREAM CROSSING
(ALTERNATE OPTION FOR HIGH USE CROSSINGS)
APPROVALS (SEALS)
N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601
DETAIL 1-C
lu
Know what's below.
Call before you dig.
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
NCDEQ PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 AC.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE WATER STANDARD
SPECIFICATIONS.
DETAIL 1-G
A CITY OF CHARLOTTE DEPARTMENT

TIE TO EXISTING GRADES AT MIN. 3:1 SLOPE
PER TABLE
PER TABLE
RIP RAP LINER
PER TABLET
1 II IIIIII_ PER TABLE
PER TABLE III, ,=III _
TOP OF RIP RAP
= EL. NOTED ON
PLAN
RIP RAP CHANNEL
LAYER OF NCDOT TYPE 2
FILTER FABRIC
NOT TO SCAL
Grass Lined Ditch Channel
Ditch
Bottom
Side Slope
Side Slope
Top Width
Permanent
Temporary
Ditch
Ditch Type
Station
Depth
Comments
Slope (%)
Width (LF)
Left
Right
(LF)
Lining
Liner
1
DETAIL 2-A
BANKFULL
BENCH 700 g!m` COIR WRAPPED SOIL LIFT
2' (MIN} 3
UVESTAKE BANKFULL
C e-97
BENCH
■ BANKFULL
TOP OF BRUSH
& N 6" ABOVE DOWNSTREAM
HEAD OF RIFFLE
SOIL •'
BACKFILL g NOTFS:
1. N.Ix LAYERS OF 50[L WITH COARSE WOODY DEBRIS. 130% [O BE FROM LIVE MATERIAL OF
-� '4 rH ,aI.5VE5PECiBSI,
BRUSH FILL
2 W RAP A LAYER OF TOPSOIL WITH COIR FIBER MATTING AND PLANT W ITH IJVE STAKES PER THE
flMINJ-1' MAXI PLANfINGPLAW
1I' AAEN. DIA. CROSS LIMBS 3 REFER TO THE WOOD TOE STRICTURE TABLES FOR 57PUCTURESTART AND END STATIONS.
FOOTER LOGS 8' [ NI 2' STATIONS ARE ALONG THE PROPOSED CENTERLINE ALIGN MW.
MI
d WOODY DEBRIS SHALL NOT EXTEND INTO THE CHANNEL MORE THAN 2 FEET.
3. NO WOOD MATERIALS SHALL BE DEAD OR ROTRNG,
WOOD TOE SECTION
i�sc� d� CDIR WRAPPED SOIL LIFTS SHALL HAVE A MAX HEIGHT OF 1.5 FT PER LIFT AND MLIL"tPLE LIFT'
MAY RE REQUIRED TO CONSTRUCT THE SAWS TO THE REQUIRED DIMENSIONS
STEP T STEP 2 STEP 3 STEP 4 7 THE UPSTREAM AND DOwNSTREAM ENDS OF THE WOOD TOE SHALL SMOOTH LY TRx. SI"i Y
FOOTER LOGS CROSS LIMBS BRUSH FILL SOIL LIFT VERTICALLY (ALONG THE BANK FOR APPROXIMATELY 10 LINEAR FEET LONGITUDINALLY) TO TIE
INTO OTHER IN -STREAK. STRUCTURES SUCH AS ADJACENT CONSTRUCTED RIFFLES. F'ER THE
CONSTRUCTION DRAWINGS.
' BANKFULL BANK PROTECTION
BENCH
' H (SOIL LIFT)
1
r �I
POOL ExcnvnrL
BELOW BRUSH 'Ct \
IY MEN. DIA. FOOTER LOGS ON
APPROX. 2' CENTERS AND ANGLED
V UPSTREAM
CROSS LIMBS SET APPROX. J
PERPENDICULAR TO
FOOTERS AND SOIL ADDED BRUSH FILL ANGLED
TO FILL IN VOIDS UPSTREAM WITH SOIL
ADDED TO FILL IN VOIDS
WOOD TOE
DETAIL 2-B
SEQUENCE
OF CONSTRUCTION FOR TYPICAL PUMP AROUND
1,
INSTALL SPECIAL STILLING BASINS AT THE DOWNSTREAM END OF THE
DESIGNATED PROJECT WORKING AREA,
1
THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP AND THE THE
TEMPORARY PIPING THAT WILL CONVEY THE BASE FLOW FROM UPSTREAM
OF THE WORK SITE TO THE SPECIAL STILLLING BASIN,
1
INSTALL UPSTREAM COFFER DAM AND BEGIN PUMPING OPERATIONS FOR
STREAM DIVERSION,
DISCHARGE INTO CREEK
4,
INSTALL THE DOWNSTREAM COFFER DAM AND PUMPING APPARATUS IF
NEEDED TO DEWATER THE ENTRAPPED AREA, THE PUMP AND HOSE FOR
SEDIMENT FILTER
BAG
STREAM BANK
TEMPORARY SPLASH PAD
SPECIAL STILLING BASIN
(AS DIRECTED AT THE
THIS PURPOSE SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK
TIME OF CONSTRUCTION)
AREA, THIS WATER WILL ALSO FLOW INTO A SPECIAL STILLING BASIN,
EXISTING GROUND
PUMP HOSE
STREAM
5,
THE CONTRACTOR WILL PERFORM STREAM RESTORATION WORK IN
DE*ATERING PUMP
ACCORDANCE WITH THE PLAN AND FOLLOWING THE GENERAL
6,
CONSTRUCTION SEQUENCE.
THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SEDIMENT AND
o
►57 STONE 13ASEFLO�y
LINED *TH
TO BE INSTALLED AT
DIRECTION OF ENGINEER
DEWATER BEFORE REMOVAL OF THE COFFER DAM, REMOVE COFFER DAM,
FILTER FABRIC
v
v v
CLASS B RIPRAP Q
COFFER DAM
PUMPS, AND TEMPORARY FLEXIBLE HOSE/PIPING STARTING WITH THE
DOWNSTREAM DAM FIRST,
FOR DRAINAGE
1 I
WORKING
(LOCATE AS
DIRECTED AT THE
TEMPORARY
7,
ONCE THE WORKING AREA IS COMPLETED, REMOVE THE STILLING BASINS
(NON-�yOVEN)
Iva MR
AREA
TIME OF
FLEXIBLE 0
HOSE A
AND STABILIZE DISTURBED AREAS TO SPECIFICATIONS AS SHOWN ON
-
CONSTRUCTION)
1
PLANS,
APPROPRIATE SIZE
NOTES-
IMPERVIOUS SHEET
EXISTING y
CHANNEL A
NOTES-
RIP RAP PAD
MiN. THICKNESS B"
AT THE DESIGNER'S DISCRETION, ALTERNATE DEWATERING
UNDER RIPRAP
TEMPORARY PIPING
r
1 ,
EXCAVATION SHALL BE PERFORMED IN ONLY DRY SECTIONS OF
CHANNEL UNLESS DRAINAGE AREA EXCEEDS 6 SOUARE MILES,
STRUCTURES MAY BE USED (i,e, SEDIMENT TANKS, FILTER BOX,
STRAW BALE/SILT FENSE PIT), HOWEVER, REGARDLESS OF THE
COFFER DAM
2.
COFFER DAMS SHOULD BE USED TO ISOLATE WORK AREAS FROM
DEWATERING STRUCTURE USED, ALL MUST BE SIZED AND
PROFILE VIEW
STREAM FLOW,
OPERATE TO ALLOW ALL PUMPED WATER TO BE FILTERED TO
/
3,
THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE
PREVENT SEDIMENTS FROM ERODING AND MOVING OFF SITE,
STABILI DIN ONE WORKING DAY,
4,
EACH PUMP AROUND PUMP SHOULD ADEQUATELY CONVEY BASE FLOW
COFFER DAM
(LOCATE AS
5.
VOLUMES,
WORK IN CREEK SHALL BE PLANNED TO MINIMIZE THE NUMBER OF
TEMPORARY DEWATERING STRUCTURE
(SPECIAL STILLING BASIN)
PUMP AROUND PUMP
DIRECTED AT
THE TIDE OF
6,
DAYS OF DISTURBANCE,
THE CONTRACTOR IS TO OBSERVE THE LOCAL WEATHER FORECASTS
PROFILE VIEW
CONSTRUCTION)
AND NOT BEGIN WORK IN THE CREEK UNLESS AT LEAST THREE DAYS
WITHOUT RAIN IS ANTICIPATED,
7,
FOR LARGER CREEKS CONSTRUCTION SHOULD OCCUR ON ONE SIDE OF
TYPICAL PUMP AROUND SETUP
THE CREEK AT A TIDE, PER DETAIL 4-E, THE FIRST SIDE SHOULD BE
PLAN VIEW
STABILIZED BEFORE BEGINNING CONSTRUCTION ON THE OPPOSITE SIDE.
SCALE: NTS
NOTE: ALL DISCHARGE FROM DEWATERING THE WORK AREA SHALL
BE PUMPED TO EITHER A TEMPORARY SEDIMENT TRAP OR
DEWATERING SILT BAG PER DETAILS
PRECAST
CONCRETE
PLASTIC LINER BOTH SIDES OF CONC. BARRIER
BARRIER & PLACED UNDER SAND BAGS
WATER LEVEL —\
(FIELD VERIFY)
SANDBAGSAT
ANY OPENINGS
PLAN
OR 3' TYP.
BUT NO HIGHER
THAN TOP OF BANK
SECTION AA
3' MIN.
CLASS B
BEDLI`
SANDBAGS
5 1 KLAIVI bYF'A_`).`3 & ULVVA I LKIINU
DETAIL 2-D
NATER LEVEL
FIELD VERIFY)
NOTES: 3. ALTERNATIVE COFFER DAM MATERIAL IS ACCEPTABLE BUT SHALL BE APPROVED
BY THE ENGINEER.
1. MATERIAL FROM THE CREEK BED SHALL NOT BE USED FOR COFFERDAM. 4. CIRCULAR OR RECTANGULAR CONFIGURATION MAY BE USED FOR
2. CREEK BED SHALL BE DISTURBED THE MINIMUM REQUIRED FOR CONSTRUCTION.
CONSTRUCTION AND WILL BE RESTORED TO ORIGINAL CONTOURS WHEN WORK 5. FOR MINOR STREAMS, CONTRACTOR SHALL EXTEND COFFER DAM ACROSS
IS COMPLETE. CREEK UPSTREAM AND DOWNSTREAM OF THE REPAIR SECTION TO FACILITATE
STREAM BYPASS PUMPING. PUMP AROUND TO BE USED TO BYPASS FLOW
AROUND CHANNEL REHABILITATION WORK.
SCALE: NTS
COFFER DAM
DETAIL 2-E
STEEL
SUPPORT
FRAME
VIeV YV 1 ILVV 1 VV
WORK AREA
RETAINED WATER UP TO 12 FEET DEEP
IL /—FABRIC MEMBRANE
IMPERVIOUS
FABRIC
SEALING
SHEET
INSTALLATION OF FRAMEWORK PLACING MEMBRANE DE -WATERING BY PUMPING
SECTION VIEW
Typical— — — —
Top of Bonk
ANCHOR
TRENCH
COMPACT
FILL
VEGETATED
GEOGRID
HEIGHT
SOIL LIFT
H FACE HEIGHT
2/3 H
OR 4'
MIN.
PROPOSED TOP OF BANK
NORMAL BASE
1/1
NCDOT TYPE 2
FILTER FABRIC
COARSE BACKFILL
PLAN VIES/
TOP YUIDTH OF EXISTING TOP
yECE ATED OF BANK
f11'.4iTlinIn
' `�
`
1
II
J0
01��
1�CC
10
- - -
-
-
-
-
-
-
WIN
�
VEGETATEDVA
GEOGRID
'IN STAKI
ACIET) _ILL
BOULDER TOE PROTECTI HEIGHT
ANCHOR DETAIL
H
TRENCH
DEPTH
TRENCH
ANCHOR ACKFILL
STAKE EROSION
TRENCIII CONTROL
WIDTH
APPROVALS (SEALS)
AATTING
NCHOR
TRENCH
TAKTH
ES
r .
LING)
'--SOIL LIFT FACE HEIGHT
FINAL CHANNEL GEO ETRY TO ATCH
PRE -CONSTRUCTION CHANNEL GEOMETRY, POST
CONSTRUCTION STREAMBANK CANNOT ENCROACH
BEYOND EXIST, STREAMBANK INTO CHANNEL,
-- — — — — — — — — — — — — —— TYpicol---
Top of Bank
-1 1-1 I 1-1 1111
1=111=III=III=1I 1 EXIST, CHANNEL GEOMETRY
IIIIIIIIIIIII � 1
I—III=III=III=III=11 EROSION CONTROL MATTING
IIIIIII I 1-1 111 I II
1=1 11=1 11=1 11=1 11=1 11=1 i 1=1 i I- i
III—III—III=IIIIII-III—III-11 LIVE CUTTINGS
COIR MAT GEOTEXTILE
WRAPPED SOIL LIFTS
�— ------Tygital---
Bankfill
CONSTRUCTION NOTES
L FBI for soil lilts to be comprised of planlable
topsoil free of slicks, stones, and debris.
2, Sook live cuttings a minimum of 24 nourse and
up to 5 days before planting to promote
establishment,
3. Excavate unstable stream bank to reveal a stable
cut lace. Establish hot bench at base of cut
slope. Excavate trench along toe of slope for
Installation of boulder protection,
4, Install Tooter boulder *Ith Coarse bockfhl plated
behind looters Make sure to fill voids bet*een
and behind boulders,
B. Install header boulders setback from looters and
resting an Coarse bockfill,Coorse backfli to be
placed at a thickness equal to the height of the
header rocks,
6, Loy natural fiber mat over Coarse fill and header
boulder. Place soil Till 101 to a vertical depth per
design and Comp firmly, Pull mot over Till and
staple in place,
7. Loy live cuttings in Criss -Cross pattern across
surface of lilt (8-12 cuttings per linear Toot), No
more than 6 inches at budding end of Cuttings
should extend post the front of Till,
e, Cover live cuttings *Ith layer of topsoil to make
layer an even and flat surface for next lilt,
Repeat sob lilt process per design,
9. Top sob Till to consist of compact Ill lyropped in
non -*oven erosion conlyd molting, Ootting
Should overlap existing top of stream bank and
be slaked in anchor trench per design. Once
erosion Cantrd molting is stoked in anchor
trench, backfbl soil to be Compacted
MATERIAL SPECIFICATIONS
1 Boulders: Fools and header rocks must be large
enough to achieve design height and resist
movement during peak flo* events. Boulders
should be rectangular and uniform in shape and
size *Ith a minimum Intermediate axis of 3 feel,
2, Coarse aggregate: Should be properly stied not
to be mobilized during peak Bo* events, Salvaged
alluvial material during trenching COn be used.
3. Erosion Control Filler fabric f0-12 oz
non -*oven geo-lextbe specific to aggregate
separation,
4, Coir Matting (Natural Fiber). Machine produced
14oven un-seamed degrodobie natural fiber fabric
hith on outer and Inner Toyer lied together at
reeggular intervals,
5, Sol Lift Fill, Either 1009 Tooppsoil or 5OX Topsoil
Iyllh 599 SOtisloctary Sob Moterio, (A57M D 2487
soil groups GAT, GP, GM. SW. SP. SM, GC. Sr- ML.
and CL),
BOULDER TOE
DETAIL 2-C
N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601
BOULDER TOE
PROTECTION
-- —— Typical — —_
Normal Flow
Streambed —
Elevation
FOOTER
BOULDER
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
NCDEQ PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
• DISTURBED AREA: 11.6 AC.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
Know what's below. WITH CHARLOTTE WATER STANDARD
Call before you dig. SPECIFICATIONS.
PORTADAM
DETAIL 2-F
A CITY OF CHARLOTTE DEPARTMENT

O�
1n
7
W m
ZONE A
X.
(UPLAND ZONE)
N
0
(UPPER SLOPE) — (LOWERN SLOPE)
NOTES:
1, ANCHOR COIR FIBER MAT AS SHOWN IN 'DETAIL 3-D,
DETAIL E' (THIS SHEET),
2, COIR FIBER MAT, ROLANKA BIOD-MAT 70, OR EQUAL
(TSTAKING DETAIL ' H S S EET)S ER 0 D MIX POR INS ALLATION OF MAT
PER DETAIL 3—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 3-D, DETAIL C' (THIS
SHEE T)
5. RIP RAP PLACEMENT WIDTH VARIES ALONG
STREAMBANKS, SEE 'EROSION CONTROL' SHEETS FOR
QUANTITIES. NO RIP RAP SHALL BE PLACED WITHIN THE
CREEK BED.
6, PRE AND POST CONSTRUCTION CHANNEL GEOMETRY AND
ELEVATIONS SHALL MATCH.
APPROX. TOP
OF STREAM BANK
SCOUR LINE
2/3 H
OR 4'
3 MIN.
H
Xy- Xy- Xy Ny N � / IN\ �, \ � "
CREEK BE
coMPACTE
BACKFILL
PROPOSED
SANITARY SEWER
NORMAL
LLEVEL
F-MAX, SLOPE 1,5:1
STREAMBANK RESTORATION
DETAIL 3-A
2 T6IND BEYONDRIP
COIR FIBER MAT WITH LIVE
STAKING AS SHOWN IN
'DETAIL 3-D, DETAIL D'
(THIS SHEET)
SEED MIX PRIOR TO INSTALLATION
OF MAT PER DETAIL 3-E (THIS SHEET)
PROPOSED
SANITARY SEWER
(BELOW CREEK
RFF1 TYP )
RIP RAP WIDTF
VARIES
(SEE 'EROSION
CONTROL' 97
PLAN VIEW OF RIP RAP PLACEMENT LIMITS
DETAIL 3-B
ZONE A
EXISTING TREES
AND VEGETATION
"1
EXISTING TOP
OF BANK
EXISTING TREES
)N
• ZONE B
2/3 H
ZONE C OR 4' MINIMUM
•
EXISTING TOE
OF SLOPE
— — FLOW �
CREEK CENTERLINE
�NOF PLAN VIEW SPACING PATTERN FOR LIVE STAKING AND JOINT PLANTING
DETAIL 3-C
1y/AX TE
ROOT SYSTEM:
RIPARIAN
ZONE
TYPE OF PLANTING
CoMMoN NAME
BOTANICAL NAME
OR 1 �I U
SPACING
LIGHT
CONDITIONS
SOIL
CONDITION
SUFACE (S)
OR TAP (T)
"SI - HEIGHT,
DZETER"
SPECIAL NOTES
BENEFITS
1) DECIDUOUS TREE
RED MAPLE
ACER RUBRUM
30' MIN.
SUN
MOIST OR DRY
TAP / SV-2'
60' TO 90' / 2.5'
SEEDLINGS OR CONTAINER (3-15 GAL)
CUTTINGS IN JUNE FROM LOWER BRANCHES
ZONE A
PERSIMMON
DIOSPYROS VIRGINIANA L.
30'
FULL SUN / PART SHADE
MOIST OR DRY
DEEP TAP
20' TO 70' / 1' - 2'
SEEDLINGS OR CONTAINER (3-15 GAL)
"UNDERSTORY SPECIES„ DEEP ROOTS, FRUIT HIGHLY USED BY WILDLIFE"
(UPLAND ZONE)
TULIP POPLAR
LIRIODENDRON TULIPFERA L.
30'
SUN
MOIST
DEEP TAP ROOT 10' - 20'
80' TO 120' / 2'-3'
SEEDLINGS OR CONTAINER (3-15 GAL)
WILLOW OAK
OUERCUS PHELLOS
304 MIN.
SUN
MOIST OR DRY
TAP / S V - 6'
Sd - 90' / V-2'
"SEEDLINGS, CONTAINER (3-15 GAL) OR DIPPLE ACORNS OVER AREA"
"SLOW GROWING , TRANSPLANTS EASILY"
2) EVERGREEN TREE
AMERICAN HOLLY
ILEX OPACA
154 MIN,
SUN/PART SHADE
MOIST OR DRY
STRONG TAP ROOT / S V-104
40'-70' / V-2'
SEEDLINGS OR CONTAINER (3-15 GAL)
"MIXED HARDWOOD FOREST, BRIGHT RED BERRIES"
SOUTHERN MAGNOLIA
MAGNOLIA GRANDIFLORA
304 MIN.
SUN
MOIST OR DRY
DOMINANT DEEP TAP
60`-80` / 2'-3'
SEEDLINGS OR CONTAINER (3-15 GAL)
TRANSPLANTS EASILY
CAROLINA HEMLOCK
TSUGA CAROLIANA
20'
SUN/PART SHADE
MOIST OR DRY
MAJOR TAP ROOT / S V-6'
40` TO 60' / 2'
SEEDLINGS OR CONTAINER (3-15 GAL)
"SLOW GROWING, LONG LIVED, TOPSTORY SPECIES"
3) DECIDUOUS SHRUB
AMERICAN BEAUTYBERRY
CALUCARPA AMERICANA
3' MIN.
FULL SUN / PART SHADE
DRY
15' X 10'
SEEDLINGS OR CONTAINER (3-5 GAL)
FAST GROWING
CATAWBA RHODODENDRON
RHODODENDRON CATAWBIEN
10'
SUN
MOIST OR DRY
15' X 10'
SEEDLINGS OR CONTAINER (3-5 GAL)
"FAST GROWING, FORMS THICKETS"
HUCKLEBERRY, GOOSEBERRY
VACCINIuM STAMINEUM
8' MIN.
SUN
MOIST OR DRY
20' X 15'
SEEDS, SEEDLING, CONTAINER (1-5 GAL) OR CUTTINGS
FAST GROWING
4) EVERGREEN SHRUB
YAuPON
ILEX VOMITORIA
8' MIN.
SUN
MOIST OR DRY
15' X 10`
SEEDLINGS OR CONTAINER (3-15 GAL)
FAST GROWING
LEUCOTHOE
LEUCOTHOE SP,
4' MIN,
SHADE/PT.SUN
MOIST
"SEEDLINGS OR CONTAINER (3-15 GAL). GROWS TO 6` TALL"
5) BUNCH/TURF GRASS
MIX 1 (FULL SUN)
BROOM SEDGE
ANDROPOGON VIRGINICus
10t OF MIX
SUN
DRY OR MOIST
"S 6"
FERTILIZE WITH 20 POUNDS/ACRE 19-19-19
FLOWERS; STABILIZING PERRENIAL: CLUMPY
ZONE B
1) DECIDUOUS TREE
RED MAPLE
ACER RUBRUM
30' MIN.
SUN
WET OR DRY
TAP / SV-2'
60' TO 90' / 2.5'
SEEDLINGS OR CONTAINER (3-15 GAL)
CUTTINGS IN JUNE FROM LOWER BRANCHES
WATER OAK
OUERCUS NIGRA
30' MIN.
SUN
WET OR DRY
S V - 6'
5d - WO- / 1'-24
"SEEDLINGS, CONTAINER (3-15 GAL) OR DIPPLE ACORNS OVER AREA"
"CAN TOLERATE SOME FLOODING, TRANSPLANTS EASILY, FAST GROWTH"
(UPPER SLOPE)
2) EVERGREEN TREE
AMERICAN HOLLY
ILEX OPACA
15' ON.
SUN/PART SHADE
WET OR DRY
STRONG TAP ROOT / S 1'-10'
40'-70' / 1'-24
SEEDLINGS OR CONTAINER (3-15 GAL)
"MIXED HARDWOOD FOREST, BRIGHT RED BERRIES"
SOUTHERN MAGNOLIA
MAGNOLA GRANDIFLORA
30' MIN.
SUN
WET OR DRY
DOMINANT DEEP TAP
60'-80' / 2'-3'
SEEDLINGS OR CONTAINER (3-15 GAL)
TRANSPLANTS EASILY
3) DECIDUOUS SHRUB
SILKY DOGWOOD
CORNUS AMOMUM
2' MIN.
FULL SUN / PART SHADE
WET OR MOIST
10, X 8'
LIVE STAKE OR JOINT PLANTING
FAST GROWING
ELDERBERRY
SAMBUCUS CANADENSIS
3' MIN.
FULL SUN / PART SHADE
WET OR MOIST
10' X 10'
LIVE STAKE OR JOINT PLANTING
FAST GROWING PROLIFIC BERRIES
4) EVERGREEN SHRUB
POSSUMHAW
ILEX DECIDUA/VERTICILLATA
8' MIN.
SUN
MOIST OR DRY
SEEDLINGS OR CONTAINER (3-5 GAL)
LEUCOTHOE
LEUCOTHOE SP.
4' MIN,
SHADE/PT.SUN
MOIST OR DRY
SEEDLINGS OR CONTAINER (3-5 GAL)
5) BUNCH/TURF GRASS
"SEE SECTION A. ABOVE"
FERTILIZE WITH 20 LBS OF 19-19-19 PER ACRE AT TIME OF SEEDING
ZONE C
I) DECIDUOUS SHRUB
SILKY DOGWOOD
CORNUS AMOMUM
2' MIN.
FULL SUN / PART SHADE
WET OR MOIST
10' X 8'
LIVE STAKE OR JOINT PLANTING
FAST GROWING
BLACK WILLOWSALIX
NIGRA
2' MIN.
FULL SUN / PART SHADE
WET OR MOIST
LIVE STAKING RECOMMENDED
(LOVER SLOPE)
2) BUNCH/TURF GRASS
"SEE SECTION A. ABOVE"
NOTE:
REFER TO USDA )NEBSITE AT HTTP://PLANTS.USDA.GOV/PLANTS
FOR ADDITIONAL DETAILS FOR ANY OF THE LISTED SPECIES
PLANTING SCHEDULE
RIPARIAN ZONE (PIEDMONT REGION)
DETAIL 3-E
SPACING PER
PLANTING SCHEDULE •
SPACING PER
PLANTING SCHEDULE •
NCDOT CLASS 1 PLAIN
RIP RAP 24" THICK 7 ESTALISHED FOR BN ORMATOLANT N ONL ��VN
SCOUR LINE
0
/ 2/3 H OR 4' MIN,
0
o=
CREEK BED
0
p FILTER FABRIC
0
36" LIVE CUTTING (DORMANT) 0
SEE PLANTING SCHEDULE FOR
DENSITY LAYOUT EXISTING o
GROUND o 0
DETAIL C
JOINT PLANTING (IN RIP RAP)
INSTALL COIR FIBER MAT
OVER SEED PER PLANTING SCHEDULE
+' ESTABLISH D PLANT SHOWN
4 FOR INFORMATION ONLY
o
0
INSTALL SPLIT 2" X 4" X 30"
o DEAD STOUT STAKES PER
p SPECIFICATIONS OR STAPLE PER
MANUFACTURERS REOUIREMENTS
30" LIVE CUTTING (DORMANT)
SEE PLANTING SCHEDULE FOR
DENSITY LAYOUT
0
3�
nA
DETAIL D
op
LIVE STAKE (IN EARTH)
EXISTING
GROUND
DETAIL 3-D
APPROVALS (SEALS)
EXISTING TOP
OF -BA f =L I i
12"
6"
IR FIBER REINFORCEM�fV
TURF T
N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
C4 CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
INSTALL SPLIT 2" X 4" X 30"
DEAD STOUT STAKES PER
SPECIFICATIONS OR STAPLE PER
MANUFACTURERS REOUIREMENTS
DETAIL E
HIGH PERFORMANCE TURF
REINFORCEMENT MAT
ANCHOR DETAIL
NCDEQ PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 AC.
0ALL CONSTRUCTION SHALL BE IN ACCORDANCE
Know what's below. WITH CHARLOTTE WATER STANDARD
Call before you dig. SPECIFICATIONS.
CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE NORTH CAROLINA
Job No. File No. MCMULLEN CREEK TRIBUTARY
Scales AT QUAIL HOLLOW
PLAN - REPLACEMENT SEWER
PROFILE
Hor. -
Vert.
DETAILS
Sheet Of
CW SRK SRK SMM 21 22
No. Date By Revision Surveyed By Designed By Drawn By Project—Engr Approved By Date
A CITY OF CHARLOTTE DEPARTMENT

�x M
ell3E
n ru�o
�p /p
dr FLA
�r
el
e
4
�P .
12" THICK CLASS A RIVEA
APRON ON FILTER FAB
GRADE SURROUNDING TOQIRECT FLOW TO NEWVERT .
1
' CVP FLARED /
END SECTION
1 X
APPR Pr OF BANK i
/ EX. 00" SEWER
INSTALL ADDITIONAL /
FILL THIS AREA TO f
REPAIR ERODED DITCH. /
11X// �c�5
` / 36 LF 18" HDPE,
�1
SECTIOFLAR�Dl
12" THICK CLASS A RIP
RAP APRON ON FILTER
FABRIC (150 SF)
f
r ADDITIONAL PERM,
EASEMENT f
142
S �
CULVERT
DETAIL 4-A
DIAGRAM 12
WORK AREA IN THE THRU LANE
(STREET WITH 3 LANES)
DOWNSTREAM
EUFFER TAPER
W33R W9-3L
(35 MPH (35 MPH
OR LESS)OR LESS)
N9.3 VYI1-4
WI-R W1-L
(OVER (OVER g
35 MPH) 35 MPH)
VARIES BUFFER TAPER
((350')) ((350')) ((250'))
one � am
N21� W9-3 In214
NOTES:
1. SPACING - 25 M-PH OR LESS
(SPACING) - 30 & 35 M.P.H.
((SPACING)) - 40 M.P H. OR MORE
2. TYPE III BARRICADE REQUIRED ONLY ID WORK ZONE IS LEFT UNATTENDED OVERNIGHT.
3. IF CLOSURE IS LONG-TERM (SEE SECTION 17). PAVEMENT MARKING SHALL BE REVISED
TO MATCH THE TRAFFIC PATTERN.
ARROW PANEL
4. IF BIKE LANE IS PRESENT THE PROPER CLOSURE IS REQUIRED USING SIGNS
DISPLAY
AND CONES. REFER TO DIAGRAM 31.
(IF USED)
DETAIL 4-B
LEGEND
Q
CONES/DRUMS
HTYPE
III BARRICADE
SIGNS
®
WORK AREA
ARROW PANEL
EXISTING GROUND
COMPACTED
v/i//j BACKFILL
Q \\j\\j\ /�//�// UNDISTURBED
co EARTH
C-905 (TYP.)(SEE NOTES
O.D. NOTE 2 / THIS DETAIL)
HAUNCHING
COMPACTED INITIAL /i\/ (1/8 PIPE DIA.)
BACKFILL \\/\\ //
/�%/ _ _ %j\jj NCDOT #57 STONE
w NOTE 3
:5 1/2O.D.-- \�
ca
MIN. 6" BEDDING i�\\ ____ ___ ___ ___ ___ __%�
FOUNDATION
NOTE 1
PIPE EMBEDMENT NOTES:
1. STABILIZATION STONE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE.
2. CLEAR DISTANCE NOT LESS THAN 6" EACH SIDE.
3. 18" MINIMUM VERTICAL TRENCH WALLS ABOVE TOP OF PIPE.
4. INITIAL BACKFILL SHALL BE PLACED IN 6" LIFTS AND COMPACTED. INITIAL BACKFILL SHALL CONTAIN NO
MATERIAL OVER 1 1/2" IN DIAMETER, FROZEN LUMPS, OR DEBRIS.
5. BACKFILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY.
C-905 NOTES:
1. PIPE AND FITTINGS 14" THROUGH 24" SHALL MEET THE REQUIREMENTS OF AWWA C905 DR 25, EXCEPT
WHERE DEPTH OF COVER IS LESS THAN 3 FEET AND DR 18 SHALL BE USED.
2. THE BELL SHALL CONSIST OF AN INTEGRAL THICKENED WALL SECTION WITH AN ELASTOMERIC SEAL. THE
WALL THICKNESS IN THE BELL SECTION SHALL CONFORM TO THE REQUIREMENTS OF SECTION 6.2 OF
ASTM D3139.
3. THE PIPE SHALL BE MANUFACTURED TO CAST IRON OUTSIDE DIAMETER IN ACCORDANCE WITH AWWA
C900/C905.
4. THE SEAL SHALL MEET THE REQUIREMENTS OF ASTM F477.
5. STANDARD LAYING LENGTHS SHALL BE 20'.
6. THE PIPE SHALL BE COLORED GREEN FOR IN -GROUND IDENTIFICATION AS SEWER PIPE.
NEW PIPE EMBEDMENT
C-905 PVC PIPE
MAXIMUM TRENCH WIDTH TABLE
Pipe Size
Depth < 6'
6' < Depth < 12'
12' < Depth
6"ID
2.6'
4.6'
6.6'
8"ID
2.7'
4.7'
6.7'
10"0
2.9'
4.9'
6.9'
1 2"!D
3. 1'
5. 1'
7.1'
14"0
3.3'
5.3'
7.3'
16"0
3.4'
5.4'
7.4'
1 8"!D
3.6'
5.6'
7.6'
APPROVALS (SEALS)
N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601
DETAI L 4-C
•
Know what's below.
Call before you dig.
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
NCDOO PERM1 T NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 AC.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE WATER STANDARD
SPECIFICATIONS.
A CITY OF CHARLOTTE DEPARTMENT

McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement June 1, 2021
Attachments CWS Project No. 2019-0062
Attachment E:
Temporary Culvert Details

V
C,
m v
C .2! N O
Q O O 00
a E U d
4 � Z Z
W 2 ai CP
LL p V U
NOTES: Q rCD
i
coo
1, REMOVE THE STRUCTURE WHEN NO u
SURFACE FLOW DIVERSION LONGER NEEDED. (NOT TO EXCEED 1 C1�
YEAR).
SURFACE FLOW DIVERSION 2. ENSURE THAT DESIGN FLOW VELOCITY •
I— =1 AT THE OUTLET OF THE CROSSING
6" WASHED STONE 11=III=III=III=III=
1=III=III—III—III—I STRUCTURE IS NON —EROSIVE FOR THE
=III=III=III=III—I RECEIVING STREAM CHANNEL.
1=III=III=III=I I_I—I O
1=III-III-III-III-II F"
I=1 I I=1 I I=1 I I=1 I I -I I
=III=III=III=1 I I III111 3. ADDITIONAL MEASURES MAY BE
I_I 1=1 I_II I I =-I I
III=III-III-III-III REQUIRED BY THE EROSION CONTROL U
=III=III=III _ COORDINATOR OR CITY ENGINEER J Z
BASED ON SITE SPECIFIC CONDITIONS. n
/ Wi 0
U
W
STREAM BANK =III--
111=III-11 W O� U Q
-III=III-III- 6" WASHED STONE F Q Q W
-Ili=lli=lli=lli Q -
-III-111-IT-IT-u
III-III=III=III=III= LINE CREEK BOTTOM WITH :D d
III=III=III=III=III=III FILTER FABRIC 00 W (f)
I1=1I1-I I IM I1El I IM I1El I
111=III=rl—laI el I laIIaI1=1 W Q'
III=III=III=III=III-III-III-III- TOP BANK 000 0o TOP BANK
11=111=11IM I IF I IF I IF I I-111-I O o H
II=III=III=III=III=III=III=11_I=11 o RIP RAP o 0 0 0 0 0 0 0 0 o O Y W W
I1=III=III=III-III-III-III-III-III F
I1=111=111=III-III-III-III- I -II J W
J
/2
11=I I I=I I IM I I -I I I-11 Ml11=1 1- Q' W W
1=111=III=III=III=III=III=11 wPE oiA�1ETER OR 12" Q of U)
1=III=IIL=III=111 1111=111_ WHICHEVER IS GREATER (�
IL=1 ==111111I-11L-III RING FILTER AS REQUIRED BY INSPECTOR. = U
U Z O
RIP RAP LU J Q
J O Of
CL
U
W
H-
30" TEMPORARY CULVERT PIPE
LL
O
N
O
co N 2 �
J LLJ
N W
�5 2
O U)
z
Df
0
J W J W
a F Y W
U
U 0 U U7