20151022 Ver 1_Other Documents_20150928

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Town of Mooresville
Public Services Department
Post Office Box 8�8
Mooresville, North Carolina 28ii5
� North Carolina Department of Environment and Natural Resources
Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Reason:
Date
Letter of Consultation
September 18, 201.5
To Whom It May Concern,
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SEP 2, ;� 2015 � �
The Town of Mooresville, in conjunction with the realignment and construction of a new roadway bridge
proposed by North Carolina Deparhnent of Transportation for Cornelius Road in Mooresville, North Carolina,
SR#1302, plans to install on the proposed bridge a new 12" potable waterline and an 8" force main sewer line.
The bridge, and the proposed pipelines, will travel over the Cornelius Creek Leg of Lake Norman just west of I-
77. The purpose of the new waterline is to provide water to the north-western side of the lake. The force main
sewer, which will come from a proposed pump station on the north-western side of the lake, will provide sewer
service. This area does not have municipal water or sewer service at this time.
Per the directions of the guidance letter, included in this package you will find:
• an aerial photo showing the location of the work,
• a set of construction plans with plan and profile views that show:
o the proposed bridge, and
' o the proposed pipes that will run parallel with the road across the lake.
We request your agency review this project and provide us with any pertinent comments and/or permitting
requirements. Lake Norman Reservoir is one of the developments of the Catawba-Wateree Hydroelectric
Project, FERC Project #2232. Since we are teaming up with NC DOT to construct these two lines, we request
that you respond back to us as quickly as possible so that we do not create a interruption in their construction
schedule.
If you have any questions, please feel free to contact me via phone or email. Thank you in advance for your
attention and help.
Sincerely,
. �
L. McKinnon, P.E.
Public Utilities Director
704-799-4201
[e-mail]

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WATER AND SEWER OWNERS ON PROJECT
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PROPOSED WATER SYMBOLS
Water une (S(zed as �own) ���--����
111/4 Degree Bend ++
221/2 Degrae Bend +h
45 Degree Bend i-x
90 Degree B�d +t'
Plug, :. . .. . _ �- �...._._ ._. .._ _ _
Tee -t�-
Croes +�+
Reducer ►
Gate Valve N
8utterfly Yalve �I
Tapping Vaive �
Une Stop �5
Lfie Stop wtth Bypoas ���P
Blow Off �f
Fire Hydrant �'
Relxato Flre Hydrant Rt'
Remove Firq Hydront � �
Woter Meter i
Relocate Wat� Meter "i
Remove Water Mat� � �
Water Pump Station �
RPZ Bodcflow Preventer `�.�`
DCV Backflow Preventer �
R�xate RPZ Backflow Preventer �
Reloccte DCV Badcflow Preventer �`
PROPOSED SEWER SYMBOLS
�GN�ty $eWB� 9
SIZBd G8 SItOWfI
Force Mafn Sew Llne
(�zed as �own�
anhde �
Sized per Note)
Sewer Pump Stution �
STATE OF (�ORTH CARO�I�IA
DI VI SI ON 0� H I GH WAYS
J TI LI TI ES PLAN SH EET SYM BO�S
PROPOSED MISCELLANOUS UTILITIES SYMBOLS
Power Pole b Thruat Blodc
Telephone Pole ��O Air Release Voive
Jotnt Uae Pole �b UtOity Vault
Telephone Pedestal � �'� . CO�tXete PI�
�tOky LMs by Qthera Steel Pler
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Tronchleas Inatallatbn . Plon Nota
Encos�nent by Open Cut Pay item Note
Enccaement
Power Pole
T��hone Po1e
Johit Uae Pole
UUltty Pole
UtUity Pole with 8ase
H—Frane Pale
Power Tr�amisaton Line Tower
Water Monhole
Power Manhde
Tolephone Manhole
Sanitary Sewer Manhde
Hand Hole for Cable
Power Transformer
Telepha�e Pedeartal
CAN Pedestd
cas va�re
GOS �BtQr
Located Miscellaneous UtOtty ObJect
Abandoned Accwding to UUlity Recorda
End of Informatia�
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EXISTING UTILITIES SYMBOLS
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'Underground Telephone Conduit
�Und�ground Flber Optica Telephone Cabla
sUnderground N Cable
�Underground Fiber Optics TV Cable
iUnderground Gas Plpellne
Aboveground Goa Pipeline
'�Underground Wotor Line
Aboveground Water Line
`Underground f�ravity Sankory Sewer Line
Abov�eground Gradty Sankary Sewer Line
'Underground SS Forced Main L�e
Und�ground Unknown Uttlity Ltne
SUE Teat Nole
wuter Meter
wat� va�
Flre Hydrant
Sankary Sewar qeanout
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t9ity Lfne Dra from Record
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GENERAL NOTES:
1. THE PROPOSED UTILITY
CONSTRUCTION SHALL MEET THE
APPLICABLE REQUIREMENTS OF THE
NC DEPARTMENT OF
TRANSPORTATION'S "STANDARD
SPECIFICATIONS FOR ROADS AND
STRUCTURES° DATED JANUARY 2012.
2. THE EXISTING UTILITIES BEL�NG TO
THE TOWN OF MOORESVILLE.
3. ALL MATERIALS, EQUIPMENT, LABOR, AND
' WORKMANSHIP ASSOCIATED WITH THE WATER
LINES AND SEWER LINES SHALL BE IN
ACCORDANCE WITH AND SUBJECT TO THE TOWN
OF MOORESVILLE'S LAND DEVELOPMENT DESIGN
STANDARDS, THE NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES, DIVISION
OF WATER RESOURCES, PUBLIC WATER SUPPLY
SECTION AND WATER QUALITY SECTION, THE
NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION'S "STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES" AND THE NORTH
CAROLINA ADMINISTRATIVE CODE FOR WASTE
WATER COLLECTION AND WATER DISTRIBUTION
SYSTEMS. IN THE EVENT OF CONFLICT BETWEEN
THESE SPECIFICATIONS, THE MORE RESTRICTIVE
REQUIREMENTS SHALL APPLY.
4. THE UTILITY OWNER OWNS THE EXISTING
UTIIITY FACILITIES AND WILL OWN THE NEW
UTILITY FACILITIES AFTER ACCEPTANCE BY THE
DEPARTMENT. THE DEPARTMENT OWNS THE
CONSTRUCTION CONTRACT AND HAS
ADMINISTRATIVE AUTHORIIY. COMMUNICATIONS
AND DECISIONS BETWEEN THE CONTRACTOR AND
UTILITY OWNER ARE NOT BINDING UPON THE
DEPARTMENT OR THIS CONTRACT UNLESS
AUTHORIZED BY THE ENGINEER. A�REEMENTS
BETWEEN THE UTILITY OWNER AND CONTRACTOR
FOR THE WORK THAT IS NOT PART OF THIS
CONTRACT OR IS SECONDARY TO THIS CONTRACT
ARE ALLOWED, BUT ARE NOT BINDING UPON THE
DEPARTMENT.
� 5. PROVIDE ACCESS FOR THE DEPARTMENT
PERSONNEL AND THE OWNER'S REPRESENTATIVES TO
ALL PHASES OF CONSTRUCTION. NOTIFY DEPARTMENT
� PERSONNEL AND THE UTILITY OWNER TWO WEEKS
» PRIOR TO COMMENCEMENT OF ANY WORK AND ONE
� WEEK PRIOR TO SERVICE INTERRUPTION. KEEP UTILIN
OWNERS' REPRESENTATNES iNFORMED OF WORK
PROGRESS AND PROVIDE OPPROTUNITY FOR
INSPECTION OF CONSTRUCTION AND TESTWG.
UTILITY CONSTRUCTION
6. THE PLANS DEPICT THE BEST AVAILABLE
INFORMATION FOR THE LOCATION, SIZE, AND TYPE OF
MATERIAL FOR ALL EXISTING UTILITIES. MAKE
INVESTIGATIONS FOR DETERMINING THE EXACT
LOCATION, SIZE, AND TYPE MATERIAL OF THE EXISTING
FACILIT�ES AS NECESSARY FOR THE CONSTRUCTION
OF THE PROPOSED UTILITIES AND FOR AVOIDING
DAMAGE TO EXISTING FACILITIES. REPAIR ANY
DAMAGE INCURRED TO EXISTING FACILITIES TO THE
ORIGINAL OR BETTER CONDITION AT NO ADDITONAL
COST TO THE DEPARTMENT.
7. THE PROPOSED WATER AND SEWER
LINES WILL NOTCONNECTTO.EXISTING
LINES. THEY WILL BE TESTED IN
ACCORDANCE WITH SECTION 1510.3(SP)
FOR WATER LINES AND SECTION 1520-3(SP)
FOR SEWER FORCE MAIN.
8. ALL UTILITY MATERIAIS SHALL BE
APPROVED PRIOR TO DELIVERY TO THE
PROJECT. SEE 1500-7, " SUBMITTALS
AND RECORDS" IN SECTION 1500 OF THE
STANDARD SPECIFICATIONS.
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PROJECT SPECIFIC NOTES:
1. PROPOSED WATER LINE FROM -L- LINE
STAT70N 20+78.80 TO -L- LINE STATION
23+35.13 SHALL BE D.I.R.J. (DUCTILE IRON
RESTRAINED JOINT) PIPE AND IS INCLUDED
IN THE STRUCTURAL UTILITY PLANS
2. PROPOSEO FORCE MAIN FROM -1.- LINE
STATION 20+76.80 TO -L- LINE STATION
23+35.13 SHALL BE D.I.R.J. (DUCTILE IRON
RESTR,4INED JOINT) PIPE AND IS INCLUDED
IN THE STRUCTURAL UT7LITY PLANS
3. CONTRACTOR'S ATTENTION IS DIRECTED TO
SECTIONS 102, 107, AND 1550 OF TFiE STANbARD
SPECIFICATIONS CONCERNING TRENCHLESS
INSTALLATION. IT IS CONTRACTOR'S RESPONSI8ILITY
TO HAVE BORE DESIGNED AND SEALED BY A
LICENSED NORTH CAROLINA PROFESSIONAL
ENGINEER. NO DAMAGE IS ALLOWED TO RIVER,
WETLANDS, OR BUFFER ZONES.
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