20190191 Ver 1_401 Application_20190208

corblu
ECOLOGY GROUP
February 6, 2019
NC DWR, 401 & Buffer Permitting Branch
512 North Salisbury Street
Raleigh, NC 27604
Subject: Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company Maintenance
Mecklenburg County, North Carolina
Corblu Project No. 02-041901- Exposure Line 2
To whom it may concern:
20190191
On behalf of our client, Colonial Pipeline Company's (CPC), Corblu Ecology Group, LLC (Corblu) is
pleased to submit this Section 401 water quality Pre -Construction Notification (PCN) for the
required exposed pipeline maintenance work within a perennial stream for CPC's Line 2. The
pipeline exposure is located within CPC's existing right-of-way (ROW) southeast of the Hambright
Road and Mount Holly-Huntersville Road in Mecklenburg County, North Carolina (35.370123, -
80.848367; Figure 1). Based on our evaluation of the subject site, we believe that the temporary
and permanent disturbances to waters of the U.S. associated with this maintenance activity are
authorized by the U.S. Army Corps of Engineers (USACE) under a combination of Nationwide
Permit (NWP) Nos. 3 (a) and (c) — Maintenance. This NWP does not require notification of the
USACE prior to initiation of the work; however, it has been determined that written approval is
required from the North Carolina Department of Environmental Quality (DEQ) for Section 401
Water Quality Certification prior to the initiation of work.
Background
Recent high flow events from significant precipitation and heavy rains including Hurricane Florence
have resulted in significant stream bed and bank erosion within an unnamed tributary (perennial
stream) to Dixon Branch within CPC's ROW, exposing CPC's Line 2 (Photograph Nos. 1 and 2).
The exposure and lack of surface pipeline protection at this project location has resulted in

Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company — Line 2 Exposure
E
February 6, 2019
Corblu Project No. 02-041901 — Mecklenburg Co. NC
conditions that leave the pipeline vulnerable to potential damages. Further, these conditions are
not consistent with CPC's or regulatory requirements for pipeline protection.
Proposed Activities in Jurisdictional Waters
The proposed pipeline maintenance activity will include permanent and temporary impacts to an
unnamed tributary (perennial stream) to Dixon Branch totaling 109 linear feet [approximately 96
linear feet (pre -cast revetment mats and rip rap), 3 feet of excavating and backfilling, and 10 linear
feet (temporary dam and pump)], respectively. Specifically, CPC proposes to permanently place
approximately 83 linear feet of pre -cast Submar matting, and 13 linear feet of rip rap (totaling 96
linear feet) which will provide the required protective cover over Line 2. As mentioned above,
temporary disturbances to the unnamed perennial stream will include approximately 10 linear feet
of temporary workspace (dam and pump) to conduct maintenance activities "in -the -dry' and
approximately 3 linear feet (totaling 13 linear feet) to "key" in the top of the matting system by
temporarily excavating and backfilling the streambed.
The proposed maintenance location will be accessed through CPC's existing, mowed, and
maintained ROW from Hambright Road (Figure 3). CPC intends to inspect the exposed pipeline
and replace the required protective cover over the pipeline as described above. To re-establish the
protective cover CPC intends to conduct the following: 1) excavate the pipeline at the exposure on
Line 2; 2) inspect and make repairs to Line 2 as necessary; 3) remove existing riprap located within
the streambed; 4) backfill the excavation area; and 5) restore the stream to approximate pre -
erosional contours and elevations over Line 2 by returned excavated material and key pre -cast
revetment mats into the stream bed and bank in a manner that maintains stream grade and flow
conditions (Appendix A).
To minimize sedimentation to the unnamed perennial stream during the above-mentioned
maintenance activity, dams constructed of sand bags, steel plates, or water -inflatable plastic dams
will be temporarily placed upstream of the maintenance area. The stream flow will be pumped
around the maintenance area, discharging immediately downstream via an energy dissipater to
prevent stream scour. The pump used will be sufficiently sized to accommodate the anticipated
stream flow (Appendix B).
The temporarily excavated soils will be stored within the adjacent upland area and returned to the
excavated trench, and approximate pre-hurricane/erosional contours will be restored following
completion of the maintenance activity. It is our understanding once the required protective pipeline

Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company — Line 2 Exposure
3
February 6, 2019
Corblu Project No. 02-041901 — Mecklenburg Co. NC
cover (pre -cast revetment mats) is keyed into the streambed in a manner that maintains existing
grade and flow conditions of the stream, the temporary dams will be removed, and normal
streamflow will be restored. Rip rap used to stabilize the pre -cast revetment matting in the stream
bed will not exceed that of the original stream bed, and any rip rap utilized for bank stabilization will
be placed on an erosion control blanket (geotextile fabric).
CPC's standard erosion control practices will be employed (Appendix C). Specifically, the disturbed
areas along the stream bank will be revegetated with a grass seed mix and stabilized with straw
and silt fence.
Corblu respectfully requests 401 Water Quality Certification for the required preventative pipeline
maintenance and the unavoidable impacts to 109 linear feet of perennial stream (83 linear feet of
Submar matting, 3 linear feet of excavating and backfilling to "key" in the mat, 13 linear feet of rip
rap and 10 linear feet of temporary workspace) within CPC's existing, mowed, and maintained
ROW (Appendix A). The appropriate figures and photographs are enclosed for your review.
401 & Buffer Permitting PCN Submittal Checklist
We have provided the following information to document compliance with the requirements
outlined in the PCN Submittal Checklist (Appendix D). Each item is discussed below.
Application Fee
A $240.00 check made out to "N.C. Division of Water Resources" for 401 Water Quality
Certification with minor impacts has been included with this submittal.
PCN Application
A complete copy of the USACE Wilmington District PCN Application and supporting documentation
have been included with this submittal (Appendix E).
Stormwater Management Plan
Not Applicable - This is a maintenance activity for an existing petroleum pipeline and does not
involve the construction of any roads or structures.
If your project is located within a State implemented Riparian Buffer Rule Area, submit the
following along with site plans and PCN form: Three (3) copies of the details for on-site diffuse flow
provisions
The unnamed perennial tributary to Dixon Branch is located in the Catawba River Basin. According
to 15A NCAC 02B .0243 the unnamed perennial stream does not have a protected riparian buffer
since the project is not located along the Catawba River mainstem nor located on a mainstem lake.

Section 401 Water Quality Pre -Construction Notification February 6, 2019
Colonial Pipeline Company — Line 2 Exposure Corblu Project No. 02-041901 — Mecklenburg Co. NC
Further if the project was located in an area with a regulated buffer, the maintenance project would
be exempt under 15A NAC 02B .0243 (3)(a)(i) as the use of the pipeline in present and ongoing
and was present in the riparian buffer prior to June 30, 2001.
DWR Stream Determination Forms for streams on property and DWR determination letter for
wetlands or streams (if applicable)
Not Applicable — The Line 2 exposure location is listed as Exempt since the use of the pipeline is
present and ongoing.
Maps and Plans
• The most recent version of the 1:24,000 USGS Topographic Map:
See Figure 1.
• The most recent version of the bound and published County NRCS Soil Survey Map -
(required for projects within the Neuse River Basin, Tar -Pamlico River Basin, Randleman
Lake Watershed and the Catawba River Basin, also recommended for all projects):
See Figure 2.
• Vicinity map:
See Figure 3.
• The Site Plan:
See Appendix A.
• Pre-construction/Pre-existing conditions:
See Appendix A.
• Proposed conditions:
See Appendix A.
• Drainage Plans:
Not Applicable.
• Proposed Impacts:
See Appendix A.
• Wetland Impacts:
Not Applicable.
4

Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company — Line 2 Exposure
• Stream Impacts:
See Appendix A.
Summary and Conclusion
February 6, 2019
Corblu Project No. 02-041901 — Mecklenburg Co. NC
In summary, the pipeline maintenance activity will result in unavoidable permanent and temporary
impacts to 109 linear feet of perennial stream as authorized under the USACE NWP Nos. 3(a) and
(c). The project was designed to avoid and minimize stream impacts to the maximum extent
practicable and represents the least environmentally damaging, practicable alternative that
satisfies the project purpose.
Based on this submittal, we respectfully request written authorization of Section 401 Water Quality
Certification. If you have any questions or comments regarding this PCN submittal, please contact
the undersigned at [phone].
Sincerely,
CORBLU ECOLOGY GROUP, LLC
Michael A. Barfield, AWB, CE
Project Ecologist
Richard W. Whiteside, PhD, CWB, CSE
President
Enclosures: Figure 1 — Site Location Map
Figure 2 — USDA Soils Map
Figure 3 —Vicinity Map
Figure 4 — Jurisdictional Features
Photographs (2)
Appendix A: Detailed Site Plans
Appendix B: Typical Dam and Pump Maintenance Dig
Appendix C: CPC Soil Erosion and Sediment Control Plan
Appendix D: 401 & Buffer Permitting PCN Submittal Checklist
Appendix E: USACE Wilmington District PCN Form
C., Ms. Jennifer Price, CPC Project Manager, via email
Mr. John Wyatt, CPC Environmental Lead -SED, via email
Mr. Faron Leigh, CPC Environmental Specialist, via email
61

�y / ,. .1lbR • �j ./ � r.
Hambright Road
j'r" , • X17 j 113 .r
I North
Hicfi Sea'
Mount Holly-Huntersville Road ' ■
4
Nr" - Line 2 Exposure s\�.
_ 1 �' (35.370123, -80.848367) a.
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LegendPMRCHAWA 18
Exposure Location
_-- CPC Pipeline 4 ,r%'.�a. •
•' ` - •+ �� sof`:
Project Area: ca R
Base Map Source: USA Topo Maps
Colonial Pipeline Company, SE
Line 2 Exposure
Mecklenburg County, North Carolina
1:24,000
orbl
ECOLOGY GROUP
0 1,250 2,500 5,000 Feet
Figure 1
Site Location Map
Project No. 02-041901

Base Map Source: ESRI Aerial Imagery
GPS Data Collected: 10/17/2018 1:2,000 0 100 200 40o Feet
Colonial Pipeline Company, SE
Line 2 Exposure
Mecklenburg County, North Carolina
col lU
ECOLOGY GROUP
Figure 2
USDA Soils Map
Project No. 02-041901

Base Map Source: ESRI Aerial Imagery
GPS Data Collected: 10/17/2018 1:3,500 0 ,7s sso 700 Feet
Colonial Pipeline Company, SE
Line 2 Exposure
klenburg County, North Carolina
orl
ECOLOGY GROUP
Figure 3
Vicinity Map
Project No. 02-041901

Base Map Source: ESRI Aerial Imagery 0 75 150 300 Feet
GPS Data Collected: 10/17/2018 1:1,500
Colonial Pipeline Company, SE
Line 2 Exposure
Mecklenburg County, North Caroli
r Iu
ECOLOGY GROUP
Figure 4
Jurisdictional Features
Project No. 02-041901

Section 401 Water Quality Pre -Construction Notification
Colonial Pipeline Company — Line 2 Exposure
Photos taken on 10/17/2018
Corblu Project No. 02-041901- Mecklenburg Co. NC
Line 2 Exposure
Photograph No. 2: Southwest facing downstream view of the Line 2 exposure location
in the unnamed tributary to Dixon Branch within CPC's ROW.

APPENDIX A
DETAILED SITE PLANS

HEET INDEX:
No. TITLE
C-101
EXISTING
CONDITIONS
C-301
PROPOSED SITE GRADING PLAN
C-401
PROPOSED PLAN
C-801
TYPICAL
DETAILS
C-802
TYPICAL
DETAILS
C-803
TYPICAL
DETAILS
SURVEY NOTES:
1. ALL LOCATIONS OF UNDERGROUND UTILITIES
SHOWN ARE APPROXIMATE AND SHOULD BE FIELD
VERIFIED PRIOR TO START OF CONSTRUCTION.
2. SURVEY WAS PERFORMED ON 10/17/2018.
3. DATA COLLECTED WITH GPS+GLONASS.
4. PROJECT LOCATED IN NAD83 NORTH CAROLINA
STATE PLANE COORDINATE SYSTEM,
5. THE ORDINARY HIGH WATER MARK (O.H.W.M.) WAS
SURVEYED AT ELEV. 761.28'. WATER ELEVATION
WAS SURVEYED AT 761.05'.
SITE LOCATION: N35.37022° W80.84830"
0' 20' 40' 60'
SCALE: 1 "=20'
THESE CONCEPTUAL DRAWINGS ARE PREPARED BY SUBMAR FOR
ESTIMATING PURPOSES ONLY AND ARE NOT CONSTRUCTION DRAWINGS.
�:;-JTHESE CONFIDENTIAL DRAWINGS MAY NOT BE COPIED UNLESS APPROVED
BY SUBMAR, INC. COPYRIGHT 0 SUBMAR, INC. 2018 ALL RIGHTS
RESERVED.
TREE LINE
/
-----------------------
766 -
_--__--_766---------------------
EXISTING
-------------- EXISTING RIPRAP TO
BE REMOVED /-------- COLONIAL PIPELINE -- /
/40 LINE 2 PIPELINE
_------ _ APPROX. EXPOSURE
6 \-------------
,� �./_ -- .`\ � - '" �--759- _ •�' � .\ � "-- _ -. % j' / ,.
TOE ,' x0 i
HIGH BANK
.76
2-
O / j �'� �`- i�
CD---------- /All
FLOW -�
-�_ _ / /--------- �- % - `. N 75&i x
ry
/= TO
�i /
✓; HIGH BANK EXISTING RIPRAP
TO BE REMOVED
CP#2 / i6� / / CP#1
TREE LINE
COLONIAL PIPELINE /
40" LINE 1 PIPELINE
/
LEGEND:
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EXPOSED
PIPELINE
—
BURIED PIPELINE
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t~iJ^ CC) N
Zgao�
APPARENT
RIGHT OF WAY
rw
FLOW
FLOW DIRECTION
Z) rn
NTROL POINTS:
�0 w
FNo.NORTHING (N)
EASTING (E)
ELEVATION (Z)
m
w
594,833.50'
1,449,041.58'
763.66'
594,858.53'
1,449,118.64'
764.63'
SITE LOCATION: N35.37022° W80.84830"
0' 20' 40' 60'
SCALE: 1 "=20'
THESE CONCEPTUAL DRAWINGS ARE PREPARED BY SUBMAR FOR
ESTIMATING PURPOSES ONLY AND ARE NOT CONSTRUCTION DRAWINGS.
�:;-JTHESE CONFIDENTIAL DRAWINGS MAY NOT BE COPIED UNLESS APPROVED
BY SUBMAR, INC. COPYRIGHT 0 SUBMAR, INC. 2018 ALL RIGHTS
RESERVED.
TREE LINE
/
-----------------------
766 -
_--__--_766---------------------
EXISTING
-------------- EXISTING RIPRAP TO
BE REMOVED /-------- COLONIAL PIPELINE -- /
/40 LINE 2 PIPELINE
_------ _ APPROX. EXPOSURE
6 \-------------
,� �./_ -- .`\ � - '" �--759- _ •�' � .\ � "-- _ -. % j' / ,.
TOE ,' x0 i
HIGH BANK
.76
2-
O / j �'� �`- i�
CD---------- /All
FLOW -�
-�_ _ / /--------- �- % - `. N 75&i x
ry
/= TO
�i /
✓; HIGH BANK EXISTING RIPRAP
TO BE REMOVED
CP#2 / i6� / / CP#1
TREE LINE
COLONIAL PIPELINE /
40" LINE 1 PIPELINE
/
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SHEET TITLE:
EXISTING
CONDITIONS
SHEET No:
C-101
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SHEET TITLE:
EXISTING
CONDITIONS
SHEET No:
C-101

GRADING NOTES:o
60 a 1. ALL WORK SHALL BE IN ACCORDANCE WITH ANY /
uj 10
SPECIAL REQUIREMENTS OF THE PERMIT. NOTE: - - - -- -7 b'" �F� w M o a
2. NO EXCAVATION SHALL BE STARTED WITHOUT FIRST GRADES SHOWN REPRESENT N I m
NOTIFYING ONE CALL 48 HOURS PRIOR TO TOP OF FINISHED SURFACE
COMMENCEMENT OF WORK. A PRE-GRADING MEETING Z g C-03
SHALL BE SCHEDULED AT THE SITE BEFORE START _ - - .- _. - __ _. -.__ _- - ._. - .__ -- - ' Q L 3
OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: / 00 3
OWNER, CONTRACTOR & INSPECTOR.
'-' O w
3. PRIOR TO ANY CLEARING, BRUSHING OR DEMOLITION, / n _ a N
OTHER THAN WHAT IS AUTHORIZED, APPROVAL MUSTm
BE OBTAINED FROM THE PROJECT MANAGER AND - - - - - -766 _. - - - - - - - _.. __ __ __ __ ___ ___ .
INSPECTOR. 3-
4. CUT SLOPES SHALL NOT BE STEEPER THAN 1.5:1 ° U-
TREE LINE
SLOPE. _ COLONIAL PIPELINE F-
5. ALL TRENCH BACKFILLS SHALL BE EXAMINED AND �- - - - _ - - - - - - --- -- - - - - - - - - - - - -- - - - 40" LINE 2 PIPELINE / a
CERTIFIED BY THE SITE INSPECTOR PER THE GRADING
Z Y
PLAN.
6. DUST ABATEMENT SHALL BE CONTROLLED BY o U
WATERING. _ __ _ _ ___ _____ ____ o
HIGH BANK
7. SANITARY FACILITIES SHALL BE MAINTAINED ON THE - / - - - - - - - - - - - - - 764 - _ /
SITE PLUS CONTAINMENT. / a
8. ALL PUBLIC ROADWAYS MUST BE MAINTAINED DAILY / / / /\ - __ 00 m
OF ALL DEBRIS DEPOSITED ON THEM ASA RESULT ��. w o Ln
OF THE CONSTRUCTION OPERATION. CLEANING IS TO
BE DONE TO THE SATISFACTION OF THE OWNER. / \ \ TOE / / �, z N
ENVIRONMENTAL NOTES: _ \ — / / _ - `� / / _ >
1. THE OWNER SHALL NOTIFY ALL CONTRACTORS,_
FLOW bi
SUBCONTRACTORS & MATERIAL SUPPLIERS THAT
DUMPING OF CHEMICALS INTO THE STORM DRAIN o a
SYSTEM IS PROHIBITED. _ \ _-� % f� - _ _ _ _759'
2. PERMITTEE SHALL MAINTAIN CONSTRUCTION SITE IN ' `)
SUCH A CONDITION THAT AN ANTICIPATED STORM - \ '� 762'
DOES NOT CARRY WASTES OR POLLUTANTS OFF THE TOE �F' \ / / / / \ \ ,6?• `` / Q z
/ z o I
SITE. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT _ __ _ f / N
LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; rix , - - - _762'".- - 759 - / ` Z ?
WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, \ - _ - 760 _ _ - _ �,� 9' / 0 = o
LIMES, PESTICIDES, HERBICIDES, WOOD / �� - = - - ` \ W n- r-
PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS,
PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS,\ I 760,8+ - / / ��
HIGH BANK ,
LUBRICANTS AND HYDRAULIC, RADIATOR OR BATTERY - - �? ` - 762' .� 1 \ _EL
FLUIDS; FERTILIZERS,VEHICLE/EQUIPMENT WASH ` _ - -' '� ( v
_
WATER AND CONCRETE WASH WATER; CONCRETE, ' - �\ - vi - - - - X62+ - ' 1 ( \ '62- a It
DETERGENT OR FLOATABLE WASTES; WASTES FROM '%6 __
\ \ z
ANY ENGINE/EQUIPMENT STEAM CLEANING OR `^ 763+ / \\ \` _ of v w
CHEMICAL DEGREASING; AND SUPER CHLORINATED / J _�� �� �� / 1 \ ` \ _ 0 < z
POTABLE WATER LINE FLUSHING. DURING / / -�...� / i Z z
CONSTRUCTION, PERMITTEE SHALL DISPOSE OF SUCH / ( ��- .� � t 1 _ - , , 0 UJ
MATERIALS IN A SPECIFIED AND CONTROLLED
TEMPORARY AREA ON-SITE, PHYSICALLY SEPARATEDFROM POTENTIAL STORM WATER RUNOFF, WITH / / / / - - - ` 0)
ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, / / - - - - O
STATE AND FEDERAL REQUIREMENTS. % / - -- - - - -/_ / _ - - - I \ \ \ +
`
3. CONTRACTOR SHALL CONSTRUCT PROJECT AS \ 1`
AUTHORIZED IN PERMITTED DRAWINGS. ANY CHANGES \/ /f ~ �� ~� - - - - �o0000
MUST FIRST BE APPROVED BY PROJECT MANAGER,
OWNER AND INSPECTOR AND DOCUMENTED IN THE \ ` / �/ \ \ S� ~ N L1J Z
_ CONSTRUCTION CREW BOOK. / , y \
LEGEND: \ / / ; ' 1 ,-16�� / c� Lei
— BURIED PIPELINE X J
APPARENT RIGHT OF WAY \ �� / / i LLI LLJ m
\ y N Z (n
' FLOWS FLOW DIRECTION Q O J 0'
i
SITE LOCATION: N35.37022` W80.84830" / j / COLONIAL PIPELINE / Z w D
40" LINE 1 PIPELINE .162 � � � :E a:
/ i / J TREE LINE
0' 10' 20' 30' SHEET TITLE:
/ PROPOSED
SCALE: 1"=10' / SITE GRADING
i PLAN
THESE CONCEPTUAL DRAWINGS ARE PREPARED BY SUBMAR FOR J / SHEET NO:
ESTIMATING PURPOSES ONLY AND ARE NOT CONSTRUCTION DRAWINGS.
THESE CONFIDENTIAL DRAWINGS MAY NOT BE COPIED UNLESS APPROVED / C-301
BY SUBMAR, INC. COPYRIGHT ® SUBMAR, INC. 2018 ALL RIGHTS /
RESERVED.

ONSTRUCTION NOTES:
:;E
0
1.
ALL WORK IS TO BE PERFORMED IN LOW FLOW
_
wtoo E,
a
N^o=
CONDITIONS WHEN POSSIBLE. IT IS PREFERRED THAT
zg0-0
COLONIAL PIPELINE
p/a
03
WORK OCCURS DURING THE DRY SEASON (OR
5 a'
40" LINE 2 PIPELINE
OTHERWISE UPSTREAM CONTROLS MANAGED TO
IL N
00
/
w
3
MINIMIZE FLOW), CONTRACTOR SHALL MONITOR
d
�
N
WEATHER CONDITIONS AND PLAN CONSTRUCTION
EROSION
CONTROL BLANKET /
' N
ACTIVITIES ACCORDINGLY TO AVOID IN -STREAM WORK
3
(4,194 TOTAL SF) /
DURING RAIN EVENTS AND MINIMIZE EXPOSURE OF
Y
/
�
DISTURBED SOILS TO RAINFALL
--
2.
CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE
/
IN GOOD WORKING CONDITION AND FREE OF
HYDRAULIC, FUEL OR OIL LEAKS. THERE SHOULD BE
A PORT -O -POT ONSITE . FUEL, HEAVY EQUIPMENT
AND ALL CHEMICAL PRODUCTS SHOULD HAVE
TREE LINE
ADEQUATE CONTAINMENT.
3.
PERIMETER EROSION AND SEDIMENT CONTROLS SHALL
------766-
•--"-766-BE
BEESTABLISHED ALLOWING FOR SUBSEQUENT
CLEARING AND GRUBBING WITHIN THE PROJECT AREA.
/--------
4.
SALVAGE, FURNISH AND WASTE MATERIALS SHALL BE
TEMPORARILY STOCKPILED IN A DESIGNATED
BACKFILL EXCAVATED
APPROVED AREA UNTIL FINAL HANDLING FOR ULTIMATE
3' DEEP TRENCH WITH
PLACEMENT. IT IS THE RESPONSIBILITY OF THE
EXISTING MATERIAL
SELECTED CONTRACTOR TO ESTABLISH APPROVED
STOCKPILE, STAGING AND ACCESS AREAS. IF A RAIN
EVENT IS EMINENT, THEN A SILT FENCE SHALL BE
INSTALLED BETWEEN THE STOCKPILE SOIL AND THE
EXISTING STREAM.
5.
UPON COMPLETION OF WORK, ALL EXCESS OR
TEMPORARILY STOCKPILED SOILS, STUMPS OR OTHER
TOE
HIGH BANK
MATERIAL SHALL BE PERMANENTLY REMOVED AND
��
�<<<<<<
<<
PLACED IN UPLAND STORAGE AREAS, PER LOCAL,
/ %,''
>>j>>j
ROCK (12"-18"
STATE AND FEDERAL REQUIREMENTS.DIA.
)
6.
IT MAY BE NECESSARY TO DIVERT STREAM FLOW
AROUND THE WORKING AREA TO FACILITATE
CONSTRUCTION USING A BYPASS PUMP OR JERSEY
BARRIER. IN NO INSTANCE SHALL SILT LADEN WATER
o
BE DISCHARGED INTO THE STREAM, DIRECTLY OR
D
FLOW,"'
7.
ALL TEMPORARY ACCESS, STAGING, STOCKPILE OR
7 5-8
758'
/
OTHER TEMPORARILY DISTURBED AREAS SHALL BE
TOE
STABILIZED AND REESTABLISHED TO THEIR
PRE-CONSTRUCTION CONDITIONS, INCLUDING GRADE
AND VEGETATION.
8. ALTHOUGH THIS PLAN MAKES EVERY ATTEMPT TO HIGH BANK ,-
ACCOUNT FOR EROSION AND SEDIMENT CONTROL,
BANK STABILIZATION AND CONSTRUCTION LOGISTICS, / / ` / / ROCK (12"-18" DIA.)
UNFORESEEN CIRCUMSTANCES MAY ARISE THAT
REQUIRE ADDITIONAL OR MODIFIED MEASURES TO
CONTROL SEDIMENT, STABILIZE RIPARIAN STREAM CP#2 / / . I6� '/ / CP#1
BANKS AND FACILITATE STRUCTURE INSTALLATION. / / / / 3' DEEP x 10' LONG SUBGRADE
CONTRACTOR SHALL WORK WITH CLIENT AND / / / / / ROCK GRADE CONTROL
ENGINEER, AS NECESSARY, TO ENSURE THAT THE / /7 / (12"-18" DIA.)
PROJECT IS CONSTRUCTED IN ACCORDANCE WITH THE SUBMAR MAT SYSTEM
INTENT OF THESE PLANS. /
8'x20' (18 TOTAL)
COLONIAL PIPELINE
40" LINE 1 PIPELINE
LEGEND:
— BURIED PIPELINE /
APPARENT RIGHT OF WAY
FLOW— FLOW DIRECTION
SITE LOCATION: N35.37022` W80.84830'
0' 20' 40' 60'
SCALE: 1 "=20'
THESE CONCEPTUAL DRAWINGS ARE PREPARED BY SUBMAR FOR
ESTIMATING PURPOSES ONLY AND ARE NOT CONSTRUCTION DRAWINGS.
THESE CONFIDENTIAL DRAWINGS MAY NOT BE COPIED UNLESS APPROVE
3 BY SUBMAR, INC. COPYRIGHT ® SUBMAR, INC. 2018 ALL RIGHTS
RESERVED.
/
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SHEET TITLE:
PROPOSED
PLAN
SHEET No:
C-401_

HIGHBANK
APPROVED DEWATERING PUMP WITH
DISCHARGE PIPE
CONTAINMENT
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12" MIN.
PLAN VIEW
MULCH, LEAF / WOOD COMPOST,
STRAP
WOODCHIPS, SAND OR STRAW
BASE FLOW + 1'
S
BALES
TOE SUCTION
STRAW BALES
(2' MIN.) SHEEETING
SUMP -HOLE OR POOL
PIPE
(12" TO 18" DEEP 2'
DIA.)
�� —'
WORK AREA
SEDIMENT
SANDBAG DAM
SUCTION PIPE
DISCHARGE PIPE
SANDBAG DAM
CROSS SECTION
STREAM DIVERSION PUMPS
WITH CONTAINMENT
NERGY DISSIPATOR
(PUMPS SHOULD DISCHARGE
WORK AREA LENGTH
ONTO A STABLE VELOCITY
NOT TO EXCEED THAT WHICH CAN BE
DISSIPATOR MADE OF RIPRAP
COMPLETED IN ONE DAY
OR SANDBAGS)
HIGHBANK
DEWATERING DETAIL
SCALE: N.T.S.
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PLAN VIEW
MULCH, LEAF / WOOD COMPOST,
STRAP
WOODCHIPS, SAND OR STRAW
BALES
SLOPE
FLOW
_ ....
... I 5% MAX.
ELEVATION �- FILTER BAG 8„rAIN
FILTER BAG CONSTRUCTION SPECIFICATIONS
1. TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE HOSE WITH A STRAP OR SIMILAR DEVICE.
2. PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAF/WOOD COMPOST, WOOD CHIPS, SAND OR
STRAW BALES) LOCATED ON A LEVEL OR 5% MAX. SLOPING SURFACE. DISCHARGE TO A STABILIZED AREA
EXTEND BASE A MIN. OF 12” FROM EDGES OF BAG.
3. CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FILTER BAG IN ACCORDANCE
WITH THE MANUFACTURING RECOMMENDATIONS. AS THE BAG FILLS WITH SEDIMENT, REDUCE PUMPING
RATE.
4. REMOVE & PROPERLY DISPOSE OF FILTER 134G UPON COMPLETION OF PUMPING OPERATIONS OR AFTER
BAG HAS REACHED CAPACITY, WHICHEVER OCCURS FIRST. SPREAD THE DEWATERED SEDIMENT FROM THE
BAG IN AN APPROVED UPLAND AREA AND STABILIZE WITH SEED AND MULCH BY THE END OF THE WORK
DAY. RESTORE THE SURFACE AREA BENEATH THE BAG TO ORIGINAL CONDITION UPON REMOVAL OF THE
DEVICE.
5. USE NONWOVEN GEOTEXTILE WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTH THREAD. SIZE SLEEVE
TO ACCOMMODATE A MAX. 4" DIA. PUMP DISCHARGE HOSE. THE BAG MUST BE MANUFACTURED FROM A
NONWOVEN GEOTEXTILE THAT MEETS OR EXCEEDS MIN. AVERAGE ROLL VALUES (MARV) FOR THE
FOLLOWING: GRAB TENSILE 250 LB ASTM
D-4632
PUNCTURE 150 LB ASTM D-4833
FLOW RATE 70 GAL/MIN/FT' ASTM D-4491
PERMITTIVITY (SEC-) 1.2 SEC' ASTM 0-4491
UV RESISTANCE 70% STRENGTH 0 500 HOURS ASTM D-4355
APPARENT OPENING SIZE (AOS) 0.15 - 0.18 MM ASTM D-4751
SEAM STRENGTH 90% ASTM D-4632
6. REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS, TEARS OR PUNCTURES. DURING OPERATION KEEP
CONNECTION BETWEEN PUMP HOSE AND FILTER BAG WATER TIGHT. REPLACE BEDDING IF IT BECOMES
FILTER BAG DETAIL
SCALE: N.T.S.
THESE CONCEPTUAL DRAWINGS ARE PREPARED BY SUBMAR FOR
ESTIMATING PURPOSES ONLY AND ARE NOT CONSTRUCTION DRAWINGS.
THESE CONFIDENTIAL DRAWINGS MAY NOT BE COPIED UNLESS APPROVE
BY SUBMAR, INC. COPYRIGHT m SUBMAR, INC. 2018 ALL RIGHTS
RESERVED.
I�
. CENTER RTOTO C CENTER �1
36" MIN. FENCE POST
LENGTH DRIVEN MIN. 16"
INTO GROUND
_ 16" MIN. HEIGHT OF
WOVEN SLIT FILM GEOTEXTILE
E
8" MIN. DPTH
NTO GROUND
ELEVATION
36" MIN. FENCE
POST LENGTH
WOVEN SLIT FILM
GEOTEXTILE
FLOW—
EMBED GEOTEXTILE
MIN. OF 8" VERTICALLY
INTO THE GROUND. BACKFILL
AND COMPACT THE SOIL ON
BOTH SIDES OF GEOTEXTILE
CROSS SECTION
POSTS
STEP 1
STAPLEIIJ STAPLE
STEP 3�
FENCE POST 18"
MIN. ABOVE GROUND
UNDISTURBED
GROUND
FENCE POST DRIVEN
A MIN. OF 16" INTO
THE GROUND
STEP 2�
STAPLE STAPLE
TWIST POST TOGETHE
STAPLE� STAPLE
CONFIGURATION
STAPLE STAPLE
JOINING TWO ADJACENT SLLT
FENCE SECTIONS (TOP VIEW)
SILT FENCE CONSTRUCTION SPECIFICATIONS
1. USE WOOD POSTS 1-3/4" x 1-3/4" t 1/16" (MINIMUM) SQUARE CUT OF SOUND
QUALITY HARDWOOD. AS AN ALTERNATIVE TO WOODEN POST USE STANDARD 'T" OR "U"
SECTION STEEL POSTS WEIGHING NOT LESS THAN 1 POUND PER LINEAR FOOT.
2. USE 36" MINIMUM POSTS DRIVEN 16" MINIMUM INTO GROUND NO MORE THAN 6' APART.
3. USE WOVEN SLIT FILM GEOTEXTILE AS SPECIFIED IN SECTION H-1 MATERIALS AND
FASTEN GEOTEXTILE SECURELY TO UPSLOPE SIDE OF FENCE POSTS WITH WIRE TIES OR
STAPLES AT TOP AND MID-SECTION.
4. PROVIDE MANUFACTURER CERTIFICATION TO THE AUTHORIZED REPRESENTATIVE OF THE
INSPECTION/ENFORCEMENT AUTHORITY SHOWING THAT THE GEOTEXTILE USED MEETS THE
REQUIREMENTS IN SECTION H-1 MATERIALS.
5. EMBED GEOTEXTILE A MINIMUM OF 8" VERTICALLY INTO THE GROUND. BACKFILL AND
COMPACT THE SOIL ON BOTH SIDES OF FABRIC.
6. WHERE 2 SECTIONS OF GEOTEXTILE ADJOIN: OVERLAP, TWIST AND STAPLE TO POST IN
ACCORDANCE WITH THIS DETAIL.
7. EXTEND BOTH ENDS OF THE SILT FENCE A MINIMUM OF 5' HORIZONTAL UPSLOPE AT 45
DEGREES TO THE MAIN FENCE ALIGNMENT TO PREVENT RUNOFF FROM GOING AROUND
THE ENDS.
8. REMOVE ACCUMULATED SEDIMENT AND DEBRIS WHEN BULGES DEVELOP IN SILT FENCE
OR WHEN SEDIMENT REACHES 25% OF FENCE HEIGHT. REPLACE GEOTEXTILE IF TORN. IF
UNDERMINING OCCURS, REINSTALL FENCE.
SILT FENCE DETAIL
SCALE: N.T.S.
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SHEET TITLE:
TYPICAL
DETAILS
SHEET No:
C-802

EXISTING GRADE
INSTALLATION OF LPSTP
RIPRAP TYPICAL THICKNESS TO BE
LPSTP
1.5 TIME THE UPPER LIMIT OF D
FILTER LAYER - GRAVEL FILTER SHOULD
BE APPROX. 1/2 THE THICKNESS OF THE
GRADE INTO SLOPE
RIPRAP LAYER; THE GRAVEL GRADATION IS
UNIFORMLY THE
A FUNCTION OF THE MEDIAN SIZES OF
THICKNESS OF THE
THE RIPRAP AND BASE MATERIAL
1 �' , RIPRAP USED
f
6•
2
MAX. SLOPE FOR
RIPRAP PLACEMENT
3' rF
2'
TOE TRENCH - MINIMUM TOE TRENCH DEPTH BELOW
CHANNEL INVERT SHALL BE DESIGNED BASED ON SITE
CHARACTERISTICS AND TO PREVENT FAILURE DUE TO
SCOUR
BANK PAVING DETAIL
SCALE: N.T.S.
BACKFILL EXCAVATED AREA UPON
INSTALLATION OF LPSTP
LPSTP
(LONGITUDINAL PEAKED STONE
TOE PROTECTION)
1
EXISTING IF -
r
GRADE
GRADE
3'
v
v
1' EMBEDDED
f
6•
NOTE:
DIMENSIONS WILL VARY BASED UPON
DEPTH OF WATER.
LPSTP DETAIL
SCALE: N.T.S.
THESE CONCEPTUAL DRAWINGS ARE PREPARED BY SUBMAR FOR
ESTIMATING PURPOSES ONLY AND ARE NOT CONSTRUCTION DRAWINGS.
THESE CONFIDENTIAL DRAWINGS MAY NOT BE COPIED UNLESS APPROVE
BY SUBMAR, INC. COPYRIGHT C SUBMAR, INC. 2018 ALL RIGHTS
RESERVED.
OVERLAP -- '-"-
ROLL EE
6" DEEP (MIN.)
KEY I NTRENCH
PREPARED SLOPE (SEEDBED)
WITH SEED IN PLACE
6" MIN. OVERLAP
AT ROLL END (TYP.)
EROSION CONTROL BLANKET CONSTRUCTION SPECIFICATIONS
1. USE TEMP. SOIL STABILIZATION MATTING MADE OF DEGRADABLE (LASTS 6 MOS. MIN.) NATURAL OR
MAN-MADE FIBERS (MOSTLY ORGANIC). MAT MUST HAVE UNIFORM THICKNESS & DISTRIBUTION OF FIBERS
THROUGHOUT & BE SMOLDER RESISTANT. CHEMICALS USED IN THE MAT MUST BE NON -LEACHING &
NON-TOXIC TO VEGETATION & SEED GERMINATION & NON-INJUROUS TO THE SKIN. IF PRESENT, NETTING
MUST BE EXTRUDED PLASTIC WITH A MAX MESH OPENING OF 2"x2" & SUFFICIENTLY BONDED OR SEWN ON
2" CENTERS ALONG LONGITUDINAL AXIS OF THE MATERIAL TO PREVENT SEPARATION OF THE NET FROM THE
PARENT MATERIAL.
2. SECURE MATTING USING STEEL STAPLES, WOOD STAKE OR BIODEGRADABLE EQUIVALENT. STAPLES MUST BE
"U" OR "T" SHAPED STEEL WIRE HAVING A MIN. GAUGE OF NO. 11 AND NO. 8 RESPECTIVELY "U" SHAPED
STAPLES MUST AVERAGE 1" TO 1-1/2" WIDE & BE A MIN. 6" LONG. "T" SHAPED STAPES MUST HAVE A
MIN. 8" MAIN LEG, A MIN. 1" SECONDARY LEG, & A MIN. 4" HEAD. WOOD STAKES MUST BE ROUGH -SAWN
HARDWOOD, 12" TO 24" IN LENGTH, 1" x 3" IN CROSS SECTION & WEDGE SHAPED AT THE BOTTOM.
3. PERFORM FINAL GRADING, TOPSOIL APPLICATION, SEEDBED PREP. & PERMANENT SEEDING IN ACCORDANCE
WITH SPECS. PLACE MATTING WITHIN 48 HRS OF COMPLETING SEEDING OPERATIONS UNLESS END OF
WORKDAY STABILIZATION IS SPECIFIED ON THE APPROVED EROSION & SEDIMENT CONTROL PLAN.
4. UNROLL MATTING DOWN SLOPE. LAY MAT SMOOTHLY & FIRMLY UPON THE SEEDED SURFACE. AVOID
STRETCHING THE MATTING.
5. OVERLAP OR ABUT ROLL EDGES PER MANUFACTURING RECOMMENDATIONS. OVERLAP ROLL ENDS BY 6"
(MIN.) WITH THE UPSLOPE MAT OVERLAPPING ON TOP OF THE DOWNSLOPE MAT.
6. KEY IN THE UPSLOPE END OF MAT 6" (MIN.) BY DIGGING A TRENCH, PLACING THE MATTING ROLL END IN
THE TRENCH, STAPLING THE MAT IN PLACE, REPLACING THE EXCAVATED MATERIAL, & TAMPING TO SECURE
THE MAT END IN THE KEY.
7. STAPLE/STAKE MAT IN A STAGGERED PATTERN ON 4' (MAX.) CENTERS THROUGHOUT & 2' (MAX.) CENTERS
ALONG SEAMS, JOINTS & ROLL ENDS.
8. ESTABLISH & MAINTAIN VEGETATION SO THAT REQUIREMENTS FOR ADEQUATE VEGETATIVE ESTABLISHMENT ARE
CONTINUOUSLY MET IN ACCORDANCE WITH SECTION B-4 VEGETATIVE STABILIZATION.
EROSION CONTROL BLANKET DETAIL
SCALE: N.T.S.
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SHEET TITLE:
TYPICAL
DETAILS
SHEET No:
:1*

APPENDIX B
TYPICAL DAM AND PUMP MAINTENANCE DIG

PUMP
SMFf2aNI%INTAK;HOSE >`
FI LT�f��SCREEN,
SUBMERSIBLE PUMP
1NQTERBDY .
SPOIL CONTAINMENT BERM
(SILT FENCE, HAY BALES
OR OTHER APPLICABLE
MATERIALS)
I I -
III III
I II
SPOIL
II
I II
III III 5
.II II
'II II
FILTER BAG I I I I
TROW ENGINEERING CONSULTANTS INC.
Iwo unxowur e�w., wrrc xao T sse[.
Trow
REVISION
MALE DATE DRAWN
NTS 01-29-2OD4 I ALS —
RETAIN A MIN. 25'
VEGETATIVE BUFFER TO
THE EXTENT POSSIBLE
ENERGY DISSIPATOR/
SCOUR PROTECTION
Ny,
FLOW
DAM
MAINTAIN A MINIMUM 25'1
VEGETATIVE BUFFER TO
THE EXTENT POSSIBLE
BACKHOE
FOR STREAM EQUIPMENT
CROSSINGS, SEE NOTE 14
SEE SHEET 2 FOR NOTES
CD COLONIAL PIPELINE COMPANY
ATLANTA, GEORGIA
TYPICAL DAM AND PUMP
MAINTENANCE DIG
AT WATERBODY LESS THAN 15'
TROW PRO1. NO.1 DRAWING SHEET
THESODS0382 I COL -0003 1 01 2

DAM AND PUMP CROSSING
THE FOLLOWING IS A SEQUENCE OF CONSTRUCTION AND MITIGATION
MEASURES TO BE FOLLOWED AT ALL "DAM AND PUMP" TYPE CROSSINGS.
SEQUENCE OF ACTrVMES
STEP 1. IMPLEMENT THE TEMPORARY EROSION AND SEDIMENT CONTROLS.
STEP 2. INSTALL DRY STREAM CROSSING MATERIALS.
STEP 3. EXCAVATE TRENCH AND INSPECT OR REPLACE PIPE.
STEP 4. BACKFILL AND RESTORE STREAM BANKS.
STEP 5. REMOVE DAMS.
STEP 6. IMPLEMENT PERMANENT EROSION AND SEDIMENTATION CONTROLS.
NOTES:
SCHEDULE INSTREAM ACTIVITY FOR LOW FLOW PERIODS AND
FOR THE APPROPRIATE TIMING WINDOW.
2. MARK OUT AND MAINTAIN LIMITS OF AUTHORIZED WORK
AREAS WITH FENCING OR FLAGGING TAPE TO AVOID
UNNECESSARY DISTURBANCE OF VEGETATION. ENSURE
EQUIPMENT OPERATORS WORKING ON THE CROSSING HAVE
BEEN BRIEFED ABOUT THIS PLAN AND THE MEASURES
NEEDED TO PROTECT WATER QUALITY. INSTALL. PRE -WORK
SEDIMENT CONTROL MEASURES AS SPECIFIED IN THE PLAN.
ALL NECESSARY EQUIPMENT AND MATERIALS TO BUILD THE
DAMS AND TO PUMP WATER MUST BE ON SITE OR READILY
AVAILABLE PRIOR TO COMMENCING IN -WATER CONSTRUCTION.
3. CONTRACTOR SHALL SUPPLY, INSTALL AND MAINTAIN SEDIMENT
CONTROL STRUCTURES, AS DEPICTED AND ALONG DOWN GRADIENT
SIDES OF WORK AREAS AND STAGING AREAS SUCH THAT NO
HEAVILY SILT LADEN WATER ENTERS WATERBODY.
a. NO HEAVILY SILT LADEN WATER SHALL BE DISCHARGED DIRECTLY
OR INDIRECTLY INTO THE WATERBODY.
b. EROSION AND SEDIMENT CONTROL STRUCTURE LOCATIONS AS
DEPICTED ARE APPROXIMATE AND MAY BE ADJUSTED AS DIRECTED
BY THE COMPANY INSPECTOR TO ACTUAL SITE CONDITIONS.
c. SILT FENCE OR HAY BALE INSTALLATIONS SHALL INCLUDE
REMOVABLE SECTIONS TO FACILITATE ACCESS DURING
CONSTRUCTION. UTILIZE HAY BALE BARRIERS ONLY IN LIEU
OF A SILT FENCE WHERE FREQUENT ACCESS IS REQUIRED.
d. SEDIMENT LADEN WATER FROM TRENCH DEWATERING SHALL BE
DISCHARGED TO A WELL VEGETATED UPLAND AREA, INTO A HAY
BALE DEWATERING STRUCTURE OR GEOTEXTILE FILTER BAG.
e. SEDIMENT CONTROL STRUCTURES MUST BE IN PLACE AT ALL
TIMES ACROSS THE DISTURBED PORTIONS OF THE RIGHT-OF-WAY
EXCEPT DURING EXCAVATION/INSTALLATION OF THE CROSSING PIPE.
4. TO THE EXTENT POSSIBLE, MAINTAIN A MINIMUM 25 FEET
VEGETATIVE BUFFER STRIP BETWEEN DISTURBED AREAS AND THE
WATERBODY. INSTALL AND MAINTAIN A SILT FENCE UPSLOPE
OF THE BUFFER STRIP ON EACH SIDE OF THE WATERBODY.
THE SILT FENCE SHOULD INCORPORATE REMOVABLE "GATES" AS
REQUIRED TO ALLOW ACCESS WHILE MAINTAINING EASE OF
REPLACEMENT FOR OVERNIGHT OR DURING PERIODS OF RAINFALL.
5. CONSTRUCT A TEMPORARY SUMP UPSTREAM OF THE DAM AND
LINE WITH ROCKFILL IF A NATURAL POOL DOES NOT EXIST.
INSTALL THE PUMP OR PUMP INTAKE IN THE POOL OR SUMP.
DISCHARGE WATER ONTO AN ENERGY DISSIPATOR DOWNSTREAM
OF THE WORK AREA.
6, EXCAVATED MATERIAL MUST NOT BE STOCKPILED WITHIN 10 FT.
OF THE WATERBODY. THIS MATERIAL MUST BE CONTAINED
WITHIN BERM CONTAINMENT, WITH SECONDARY SILT FENCE
PROTECTION TO PREVENT SATURATED SOIL FROM FLOWING
BACK INTO THE WATERBODY.
7. CHEMICALS, FUELS, LUBRICATING OILS SHALL NOT BE STORED
AND NOR SHALL EQUIPMENT BE REFUELED WITHIN 100 FT. OF THE
WATERBODY. PUMPS ARE TO BE REFUELED AS PER THE SPCC PLANS.
MAINTENANCE OF STREAMFLOW
IF THERE IS ANY FLOW IN THE WATERBODY, INSTALL
PUMPS TO MAINTAIN STREAMFLOW AROUND THE ISOLATED
SECTIONS OF CHANNEL. THE PUMP IS TO HAVE 1.5
TO 2 TIMES THE PUMPING CAPACITY OF ANTICIPATED FLOW.
A SECOND STANDBY PUMP OF EQUAL CAPACITY IS TO BE
READILY AVAILABLE AT ALL TIMES. AN ENERGY DISSIPATOR
IS TO BE BUILT TO ACCEPT PUMP DISCHARGE WITHOUT
STREAMBED OR STREAMBANK EROSION. IF THE WORK
IS PROLONGED BEYOND ONE DAY THE AREA NEEDS
TO BE MONITORED OVERNIGHT.
8. IF A REPLACEMENT, PIPE MAKE-UP AREAS ARE TO BE
LOCATED AT LEAST 50 FT. FROM THE WATER'S EDGE
(WHERE TOPOGRAPHIC CONDITIONS PERMIT) AND SHALL
BE THE MINIMUM AREA NEEDED.
9. DAMS ARE TO BE MADE OF STEEL PLATE, INFLATABLE PLASTIC
DAM, SAND BAGS, COBBLES, WELL GRADED COARSE GRAVEL FILL,
OR ROCK FILL. DAMS MAY NEED KEYING INTO THE BANKS AND
STREAMBED. ENSURE THAT THE DAM AND VEHICLE CROSSING (IF
NEEDED ARE LOCATED FAR ENOUGH APART TO ALLOW FOR A WIDE
EXCAVA ION. CAP FLUMES USED UNDER VEHICLE CROSSING
DURING DRY CROSSING.
10. DEWATER AREA BETWEEN DAMS IF POSSIBLE.. DEWATERING
SHOULD OCCUR IN A STABLE VEGETATIVE AREA A MINIMUM OF
50 FT. FROM ANY WATERBODY. THE PUMP DISCHARGE SHOULD
BE DISCHARGED ONTO A STABLE SPILL PAD, FILTER BAG OR
HAY BALE STRUCTURE TO PREVENT LOCALIZED EROSION.
THE DISCHARGE WATER SHOULD ALSO BE FORCED INTO SHEET
FLOW IMMEDIATELY BEYOND THE SPILL PAD BY USING HAY BALES
AND THE NATURAL TOPOGRAPHY. DISCHARGED WATER SHALL NOT
BE ALLOWED TO FLOW INTO ANY WATERBODY OR WETLAND. IF R
IS NOT POSSIBLE TO DEWATER THE EXCAVATION DUE TO SOILS
WITH A HIGH HYDRAULIC CONDUCTIVITY, THE EXCAVATION IS TO BE
CARRIED OUT IN THE STANDING WATER. PUMP ANY DISPLACED WATER
AS DESCRIBED ABOVE TO PREVENT OVERTOPPING OF DAMS.
11. INSPECT/REPAIR PIPELINE AS NEEDED.
12. CONTRACTOR SHALL RESTORE THE STREAM BED AND BANKS TO
APPROXIMATE PRE -CONSTRUCTION CONTOURS, BUT NOT TO
EXCEED 2:1 SLOPE.
a. CONTRACTOR SHALL INSTALL PERMANENT EROSION AND
SEDIMENT CONTROL STRUCTURES AS INDICATED ON A SITE
SPECIFIC BASIS. IN THE ABSENCE OF SITE SPECIFIC INFOR-
MATION, A FLEXIBLE CHANNEL LINER SUCH AS NAG C125 OR
C350 WHICH IS CAPABLE OF WITHSTANDING ANTICIPATED FLOW
SHALL BE INSTALLED. ALTERNATIVELY, ROCK RIP -RAP SHALL
BE INSTALLED.
b. ANY MATERIALS PLACED IN THE STREAM TO FACILITATE
CONSTRUCTION SHALL BE REMOVED DURING RESTORATION.
BANKS SHALL BE STABILIZED AND TEMPORARY SEDIMENT
BARRIERS INSTALLED AS SOON AS POSSIBLE AFTER IN -STREAM
WORK BUT WITHIN 24 HOURS OF COMPLETING IN -STREAM WORK.
c. MAINTAIN A SILT FENCE OR HAY BALE BARRIER ALONG
THE WATERBODY UNTIL VEGETATION IS ESTABLISHED IN
ADJACENT DISTURBED AREAS.
13. WHEN THE STREAMBED HAS BEEN RESTORED, THE CREEK BANKS
ARE TO BE CONTOURED TO A STABLE ANGLE AND PROTECTED
WITH EROSION RESISTANT MATERIAL COMPATIBLE WITH FLOW
VELOCITY BETWEEN DAMS (E.G., EROSION CONTROL BLANKETS,
CRIBBING, ROCK RIP -RAP, ETC.). THE DAMS ARE TO BE REMOVED
DOWNSTREAM FIRST. KEEP PUMP RUNNING UNTIL NORMAL FLOW
IS RESUMED. COMPLETE BANK TRIMMING AND EROSION PROTECTION.
IF SANDBAGS ARE USED FOR THE DAMS, PLACE AND REMOVE BY
HAND TO AVOID EQUIPMENT BREAKING BAGS.
14. TEMPORARY EQUIPMENT CROSSING CAN BE CONSTRUCTED USING EITHER
A FLUME CROSSING OR A TEMPORARY BRIDGE. FOR BRIDGE CROSSING
DETAILS, REFER TO THE TYPICAL RAILCAR BRIDGE CROSSING OR
TYPICAL MAT CROSSING DRAWINGS.
TROW ENGINEERING CONSULTANTS INC.
1]00 MCf60POD0Vl BlVO., 51111E 300 T -SEE. R. IE ]R106
Vx01E: (650) 165-SMl
.DlCOLONIAL PIPELINE COMPANY
f ATLANTA, GEORGIA
TYPICAL DAM AND PUMP I
_ MAINTENANCE DIG
NO.1 REVISIONo .ZlR, � AT WATERBODY LESS THAN 15'
�GLt WIE DRAWN APPROVED TROW PRW. NO. DRAWMG SHEET
NTS 01-29-2004 ALS - THE50o50362 COL -00036 Z OF 2

APPENDIX C
CPC SOIL EROSION AND SEDIMENT CONTROL PLAN

Colonial Pipeline Company
Soil Erosion and Sediment Control Plan
For
Pipeline Maintenance Activities
Objective
Disturbed areas are to be restored as close as practical to their original contours and
conditions so that once vegetation is reestablished, erosion will be reduced to the same
or lower level that existed prior to disturbance.
Description
This section defines the soil erosion and sediment control measures that Colonial
Pipeline Company will implement during and after inspection and repairs of the pipeline
are complete. The objectives of this plan are to establish general guidelines for
controlling erosion and sedimentation and to specify criteria for sensitive or particularly
susceptible soil areas. The plan incorporates measures to control erosion and
sedimentation, including minimizing cover removal_, limiting the time of exposure,
limiting the flow of water onto the disturbed right-of-way, and filtering or settling out
sediment from water flowing from the right-of-way.
The primary objective of the soil erosion and sediment control plan is to reduce. the area
and duration of soil disturbance and reestablish permanent vegetation as soon after
construction as possible, thereby minimizing long-term erosion and sedimentation.
Some erosion is inevitable during construction; however, the plan includes measures to
reduce erosion to the minimum practical.
Colonial Pipeline Company plans to reduce soil erosion and provide sediment control
during the repair of the pipeline at the project site by incorporating the following
measures!
• Water pumped from the construction area as part of the dewatering operation
from the excavation will be filtered through silt filtration bags and discharged to
a well -vegetated area.
• All work will be confined within the existing right-of-way. Staked hay bales and silt
fence will be installed around the worksite and maintained until vegetation is established.
Proper contrors wi)lkbe added if necessary during construction:
• All terms and conditions within Nationwide Permit 3 will be followed.
• Erosion control measures will be installed prior to conducting any soil disturbing
activities associated with the pipeline maintenance activity.
• Clearing of vegetation will be kept to an absolute minimum and confined to the
existing pipeline easement area. The easement area is 50 feet in width and devoid

of large trees. The right of way is vegetated with undergrowth grasses and other
short vegetation.
• Vegetation will be reestablished within disturbed areas and along stream banks
as soon as possible upon completion of work. Disturbed areas will be seeded
with a wetland seed mixture
• All erosion and sediment control measures will be inspected every two weeks at a
minimum and after every significant rainfall event of 0.5 inch or more until
disturbed areas have been stabilized. Identified damages to control measures
must be repaired immediately.
Refuse and Waste Disposal
Colonial's representative will not allow the. Contractor to discard any litter, including
paper, bottles, cans, rags, sacks, welding rod stubs, fuel, crankcase draining, coating.
materials; equipment, and junk pipe in the ditch or along the right-of-way. All refuse
must be collected and disposed in accordance with company specifications. Personnel .
will be instructed regarding the correct procedure for waste disposal.
Maintenan`re/Tnspertinon Procedures
The followinginspection and maintenance practices will be implemented to maintain
erosion and sediment controls:
1. All control measures will be inspected every two weeks at a minimum and following
any storm event of 0.5 inch or greater.
E. 2. All. control measures will be maintained in good working order. If a repair is
necessary, it will be initiated within 24 hours of the report.
3. Built-up sediment will be removed from silt fences when it has reached one-third the
height of the fence.
4. Silt fences will be inspected for depth of sediment, tears, secure attachment of the
fabric to the fence posts, and firm placement of the fence posts in the ground.
5. Temporary and permanent seeding and planting will be inspected for bare spots,
washouts, and healthy growth.
6. Colonial Pipeline Company will select individuals to be responsible for inspections,
maintenance and repair activities, and completion of the inspection and
maintenance report. Personnel selected for inspection and maintenance
responsibilities will receive training from Colonial Pipeline Company or its
representative. Personnel must be trained in all practices necessary for maintaining
the erosion and sediment controls used on-site.

APPENDIX D
401 & BUFFER PERMITTING PCN SUBMITTAL CHECKLIST

Version 1.4
January 9, 2009
401 & Buffer Permitting PCN Submittal Checklist
® The application fee (Checks may be made out to "N.C. Division of Water Resources"
- $240.00 for 401 Water Quality Certification with minor impacts
- $570.00 for 401 Water Quality Certification with major impacts
- Express Review Fee (Amount requested on Acceptance Letter)
® Four (4) complete and collated copies of the PCN Application and supporting
documentation (instead of providing 4 copies of the full size plans you may provide two
copies of full size plans along with two copies of 11 X 17 plans)
N/A Stormwater Management Plan (if applicable — see PCN Form Help File Section E)
1) Please provide three (3) copies of the stormwater management plans along with all
supporting information pertaining to this project including the following:
a. Entire site development/layout plans delineating all drainage areas;
b. Design calculation sheets for all proposed BMP(s) sized for both on-site and
off-site drainage;
c. BMP supplements for each proposed BMP and Required Items Check List
(http://portal.ncdenr.org/web/Ir/bmp-manual) along with all required items;
d. A Notarized Operation & Maintenance Agreement for each stormwater
management facility;
e. Detailed construction drawing sheets shall include
(i) Erosion and sediment control plans;
(ii) Installation and planting schedules for the proposed BMPs;
(iii) Appropriately scaled plan views and cross sectional details of all
BMPs and associated components — inlet and outlet structures,
forebay, respective zones and pertinent elevations.
N/A If your project is located within a State implemented Riparian Buffer Rule Area, submit the
following along with site plans and PCN form:
1) Three (3) copies of the details for on-site diffuse flow provisions, (refer to
hftr)://Portal.ncdenr.org/web/Ir/bmi)-manual).
N/A DWR Stream Determination Forms for streams on property and DWR determination
letter for wetlands or streams (if applicable).
The following is the most critical of all the information that you must provide. The quality and
detail of the information will often determine the expeditiousness of the review. The following is
a checklist of the types of pertinent information required at a minimum:
Maps and Plans:
® The most recent version of the 1:24,000 USGS Topographic Map - Please cleanly draw or
delineate the site boundaries on the topographic map.
® The most recent version of the bound and published County NRCS Soil Survey Map -
(required for projects within the Neuse River Basin, Tar -Pamlico River Basin, Randleman
Lake Watershed and the Catawba River Basin, also recommended for all projects) -
Please clearly delineate the site boundaries, etc. on the map. If the delineation obscures
any of the features, it is recommended that a clean copy be provided. Copies of the

Version 1.4
January 9, 2009
current soil survey and/or soil survey map sheets can be obtained from the local NRCS
County Office (http://www.nc.nres.usda.gov/). GIS soil layers are not acceptable.
® Vicinity map - Please clearly mark the location and approximate boundaries of the property
and project on the map. Please indicate north arrow and scale. Please include applicable
road names or State Road numbers.
® The Site Plan - The most critical map to be provided is the site plan. You must provide full
sized plans. The following is the minimum list of plans that are typically needed.
® Pre-construction/Pre-existing conditions - This sheet (or sheets) must include:
• All jurisdictional and non -jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Topographic contours with elevations
• Any existing structures and impervious areas
• Existing utility lines and easements
• Existing roads, culverts, and other pertinent features
• North arrow and the scale (1":50' scale is recommended).
® Proposed conditions - This sheet (or sheets) must include:
• All jurisdictional and non -jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Lot layout (if a subdivision or commercial development is proposed) - lots must be
developable without further impacts to jurisdictional and non -jurisdictional wetlands,
streams, water features, and State regulated buffers. Building envelopes must be
provided when streams, wetlands, riparian buffers, or water features exist on a lot
• All built -out structures and impervious cover
• Final grading contours with elevations
• All utilities and easements (including septic fields on all lots within 100 feet of stream,
wetland, or water features - if applicable)
• Impacted areas — these should correspond with the Impact numbers listed on your PCN
form.
N/A Drainage Plans - Final drainage plans must include the following:
• Locations and pertinent elevations and sizes of the stormwater collection system and
drainage ways
• All inlets and outlets must also be shown with pertinent elevations (All outlets to
wetlands must be at a non-erosive velocity, generally less than 2 ft/sec during the peak
flow from the 10 -yr storm)
• Scaled stormwater BMPs must also be indicated as required by DWR rules and policies
• In certain cases (see Section E of PCN form), final stormwater management plans must
also be provided (see Stormwater Management Plan Checklist)
® Proposed Impacts - All impacts to jurisdictional and non -jurisdictional wetland, stream,
water features, and State regulated buffers must be shown and labeled on the site plans at
a scale no smaller than 1" = 50'. All excavation, fill, flooding, stabilization, and other impacts
that will be conducted in or near jurisdictional and non -jurisdictional wetland, stream, water
features, and State regulated buffers must be indicated. Please provide cross sectional
details showing the provisions for aquatic life passage (burial of culvert 20% for culverts <_ 48
inches, and 1 -foot for culverts > 48 inches).

Version 1.4
January 9, 2009
Wetland Impacts: N/A
❑ Precise grading and final elevation contours must be provided. Existing
vegetation and any clearing must be specified.
❑ All subsurface utility lines must indicate the location of anti -seep collars.
Construction detail for anti -seep collars must be provided.
❑ Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions.
❑ Plans should show that the hydrology of remaining wetlands on the site will be
maintained.
Stream Impacts:
® Stream impacts must be clearly shown on the plans. The centerline as well as
the banks of the stream must be surveyed or located by GPS for the portion of
the stream to be impacted.
N/A The inlet and the outlet of all culverts should be aligned with the stream as
much as possible. Inlet and outlet elevations and streambed elevations should
be indicated. Any inlet or outlet protection must be shown and enumerated on
the impact map(s).
N/A For bottomless culverts or other spans, a vertical cross section should be
provided that shows the minimum distance from each span to each stream bank,
the stream cross section, the height of the span above the stream and the
minimum distance from the edge of each footer to each stream bank.
Additionally, please provide a signed and sealed geotechnical report of
subsurface soils at the proposed bottomless culvert location. The report must
comply with the Division of Highways — Guidelines for Drainage Studies and
Hydraulic Design, prepared by A.L. Hankins, Jr., State Hydraulics Engineer -
1999.
N/A Multiple culverts or sectioned box culverts typically require the use of sills, off-
setting or other means to match the cross section of the existing stream (in order
to maintain stream stability and provide aquatic life passage). A vertical cross
section of the culverts should be shown overlain with the up and downstream
stream cross section including the stream flood -prone area.
N/A Impacts associated with dam construction must indicate and enumerate all fill
associated with the dam footprint, spillway and any bank stream bank
stabilization. The length of stream impounded must also be indicated and
enumerated.

APPENDIX E
USACE WILMINGTON DISTRICT PCN FORM

0
�Aj0,F N ATF�9QG
oNiii�-�
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
TO Corps:
Section 404 Permit Section 10 Permit N N/A
❑
1 b. Specify Nationwide Permit (NWP) number: 3 (a) & (c) or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑ Yes ® No
Id. Type(s) of approval sought from the DWQ (check all that apply):
N 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes N No
For the record only for Corps Permit:
N Yes ❑ No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes N No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes N No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes N No
2. Project Information
2a. Name of project:
Colonial Pipeline Company Line 2 Exposure Mecklenburg Co. NC 2018
2b. County:
Mecklenburg
2c. Nearest municipality / town:
Huntersville
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state
project no:
WA
3. Owner Information
3a. Name(s) on Recorded Deed:
Name on Easement Agreement: George W. & Annie M. Alexander; Please see PCN
Form Attachment A — Easement Agreement.
3b. Deed Book and Page No.
N/A
3c. Responsible Party (for LLC if
applicable):
N/A
3d. Street address:
N/A
3e. City, state, zip:
Huntersville (Mecklenburg County), North Carolina 28078
3f. Telephone no.:
N/A
3g. Fax no.:
N/A
3h. Email address:
N/A
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify:
4b. Name:
John Wyatt
4c. Business name
(if applicable):
Colonial Pipeline Company (CPC)
4d. Street address:
5251 Hwy. 153 Suite C #365
4e. City, state, zip:
Hixson, TN 37343
4f. Telephone no.:
770-819-3557
4g. Fax no.:
770-819-3567
4h. Email address:
[e-mail]
5. AgentlConsultant Information (if applicable)
5a. Name:
Michael Barfield
5b. Business name
(if applicable):
Corblu Ecology Group LLC.
5c. Street address:
3225 South Cherokee Lane, Bldg 800
5d. City, state, zip:
Woodstock, Georgia 30188
5e. Telephone no.:
770-591-9990
5f. Fax no.:
770-591-9993
5g. Email address:
[e-mail]
Page 2 of 11

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
37119_01704207 (Parcel No.)
1b. Site coordinates (in decimal degrees):
Latitude:35.370123 Longitude: -80.848367
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size:
0.60 -acre approximate project area
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Dixon Branch
proposed project:
2b. Water Quality Classification of nearest receiving water:
C
2c. River basin: map is available at
Catawba River Basin
hftp://h2o.enr.state.nc.us/admin/maps/
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The work is to be conducted within CPC's existing mowed and maintained right-of-way (ROW). The stream has
experienced significant erosion (incision) from past erosional events (i.e., heavy rainfall) which is the cause of the pipeline
exposure.
3b. List the total estimated acreage of all existing wetlands on the property:
N/A — No wetlands present within project area.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 240 linear feet of an unnamed tributary (perennial stream) to Dixon Branch.
3d. Explain the purpose of the proposed project:
Recent high flow events from significant precipitation and heavy rains including Hurricane Florence have resulted in
stream bed and bank erosion to the unnamed perennial stream within CPC's right-of-way (ROW), exposing CPC's Line 2.
CPC proposes to inspect the exposed line and replace the required protective cover over the pipeline using pre -cast
revetment mats.
3e. Describe the overall project in detail, including the type of equipment to be used:
CPC intends to inspect the exposed pipeline and replace the required protective cover over the pipeline through the use
of pre -cast revetment mats. To re-establish the protective cover CPC intends to conduct the following: 1) excavate the
exposure on Line 2; 2) inspect and make repairs to Line 2 as necessary; 3) backfill the excavation area; and 4) restore
the stream to approximate pre-hurricane/erosional contours and elevations using returned excavated material and
revetment mats keyed into the stream bed and bank in a manner that maintains grade and stream flow conditions.
To minimize sedimentation to the unnamed perennial stream during the above-mentioned maintenance activity, dams
constructed of sand bags, steel plates, or water -inflatable plastic dams will be temporarily placed upstream of the
maintenance area. The stream flow will be temporarily pumped around the maintenance area, discharging immediately
downstream via an energy dissipater to prevent stream scour. The pump used will be sufficiently sized to accommodate
the anticipated stream flow.
The temporarily excavated soils will be stored within the adjacent upland areas and returned to the excavated trenches,
and approximate pre -erosion contours will be restored following completion of the maintenance activity. It is our
understanding once the required protective pipeline cover (pre -cast revetment mats) is keyed into the streambed in a
manner that maintains existing grade and stream flow, the temporary dams will be removed, and normal streamflow
restored. Rip rap used to below the matting system to stabilize the revetment mats within the stream bed will be placed so
the finished top elevation of the rip rap does not exceed that of the original stream bed, and any rip rap utilized for bank
stabilization will be placed on filter cloth as required. CPC's standard erosion control practices will be employed.
Specifically, the disturbed areas along the stream bank will be revegetated with a grass seed mix and stabilized with
straw and silt fence.
Page 3 of 11
PCN Form —Version 1.3 December 10, 2008 Version

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments: .
El Yes ❑ No ®Unknown
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
El Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 4 of 11

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
Submar matting
Unnamed
® PER
® Corps
S1 ®P ❑ T
and rip rap bank
Tributary to Dixon
[:11 NT
❑ DWQ
6 feet
96 If
stabilization
Branch
Workspace (dam
Unnamed
® PER
® Corps
S2 ❑ P ® T
and pump) and
Tributary to Dixon
EJ INT
[:1 DWQ
6 feet
13 If
excavation area
Branch
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
109 If
3i. Comments:
Page 5of11

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivii ually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number -
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑ PEI T -t-
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑Tar -Pamlico El Other:
Project is in which protected basin?
® Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number -
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
impact
required?
-Temporary
131 ❑P❑T
El Yes
❑ No
B2 ❑P❑T
El Yes
❑ No
B3 ❑P❑T
El Yes
❑ No
6h. Total buffer impacts
N/A
N/A
6i. Comments: No riparian buffer protection rules, the pipeline maintenance is exempt under 15A NAC 02B .0243 (3)(a)(i).
Page 6 of 11

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Significant precipitation associated with Hurricane Florence has resulted in stream bed and bank erosion in an unnamed
tributary (perennial stream) to Dixon Branch within CPC's ROW, exposing CPC's Line 2. The exposure and lack of
surface pipeline protection at this project location has resulted in conditions that may lead to potential damage to CPC's
petroleum pipeline Line 2. Further, these conditions are not consistent with CPC's or regulatory requirements for pipeline
protection. Therefore, CPC is required to conduct the work for the safety of the pipeline (unavoidable work).
b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
CPC will only conduct work within their mowed and maintained ROW, thereby minimizing impacts to the greatest extent
possible.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7of11
PCN Form —Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
E] Yes ® No
buffer mitigation? If yes, you will have to fill out this entire form — please
contact the State for more information.
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments: No riparian buffer protection rules, project is not located on the Catawba River mainstem nor mainstem lakes.
Page 8 of 11

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ®No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: This is a maintenance activity for an
existing petroleum pipeline and does not involved the construction of any roads or structures.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Mecklenburg County
❑ Phase II
3b. Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ ORW
❑ Session Law 2006-246
(check all that apply):
® Other: N/A- Pipeline
Maintenance
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
® Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
® Yes ❑ No
Page 9 of 11
PCN Form —Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A — This pipeline maintenance project will not involve the generation of any wastewater necessitating a treatment
method.
Page 10 of 11
PCN Form —Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
El Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
® Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Potential species occurrences for Johnston County, North Carolina were reviewed from the USFWS ECOS website
(htti)s://ecos.fws.gov/ecl) prior to visiting the site. Also an official IPaC species list was requested for the project area
from the Asheville Field Office on 11/15/2018. Please see PCN Form Attachment B - IPaC Report.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
https://www.fisheries. noaa.gov/resource/map/essential-fish-habitat-mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Site data collected from http://www.hpo.ncdcr.gov/gis/CountyDisclaimers.html#DataDownload. Please see PCN Form
Attachment C - NRHP Map.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Michael Barfield
2/6/19
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 11 of 12

PCN FORM ATTACHMENT A — Easement Agreement

V RIGHT OF WAY EASEMENT '
Ten and 00/100----------------------- ------
FOR AND IN CONSIDERATION OF DOLLAI
,g 10.00 1.me,tniptand.dequeeynfwhi6ishrmby.ekr—ic gad. George W. Alexander and Annie M. Alexander
hereinafter referred to as Grantors (whether one or morel, do hereby grant, bargain, sell, convey, and warrant unto COLONIAL PIPELINE COMPANY, a Delaware corporation,
its eucceewrs and assigns, hereinafter referred to As Grantee, an indefeasible easement for a pipeline right of way with the right to construct. maintain, inspect, identify, operate,
a,
protect, replace, repair, change the sire of. and remove, a pipeline and appurtenances. includfryt,fnarkm. Ior the tra-partadon of liquids. gases, solids, and/or Tp t_ of arty or
tiall thereof, upon and along a route to be selected by Grantee, said right of way bein U feet' wid ode tending 4
►^ feet from the Northerly side and teat from the S'ouf'iierly ,ds nr the ranee line nr
est
the pipeline installed hereunder. together with the right to use • strip of land 35 feet in width adjacent to the said right of way (upon the
r .
side thereof selected by Grantee) and running the length thereof, as temporary .rnrk sp�}� dye g eoQelrucoon of said pipeline, on, over, and through the following described lands,
of which Grantors warrant they arc the owners in fee simple, situated in It'lec K 9 e n &u rt County. State of North Carolina, to -wit:
Is 65 acres, more or less, lying and being in Long Creek Township, more particularly O w
described in a Deed dated March 19, 1949, recorded in Deed Book 1658, page 255, in the — c
records in the office of the Register of Deeds, Mecklenburg County, North Carolina. V ;,
O
x.
.x T a' 1' Real Estate
OLIRTH
� A ; �S�c� , Enise Tax — v
:� 1 j,t ` mrnr �
=fir - fn
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PLO = O L
together with the right of unimpaired access to said pipeline and the right of ingress and egress on, war, and through Grantors' above-descrt3ed land for any and all purposes necessary
and incident to the exercise by acid Grantee of the rights granted hereunder, with the further right to maintain said right of way herein granted clear of teen, undergrowth, and brush.
Granton covenant and agree that they will not impound water or construct buildings, structures. engineering works ce other obstructions of any type whatsoe-r on the above
described right of way strip unless Authorized In writing by Grantee. The Granton agree to leave such pipeline undisturbed as to location and depth. '. c shell be cc—ea— r_.ming
with the land and shall be binding on Granton, their helm and assigns.
In addition to the above consideration, Grantee agrees to repair or to pay for any actual damage which may be done to growing crops, timber, fenm, buildings, or other structures
directly caused by Grantee exercising any rights herein granted; provided, however, after the pipeline has been installed. Grantee shall not he liable for damages caused on the
right of way by keeping said right of way clear of trees, undergrowth, brush, buildings, structures, engineering works and obstructions in the exercise of its rights granted herein.
The pipeline constructed hereunder by Grantee across any portion of the ubme-described land which is under cultivation shall, at the time of the —truction thereof, be buried
to such depth As will not interfere with Grantors' use of said Land for normal cultivation required for the planting and tending of crops: except that Grantee, at its option, may construct
its pipeline shove the channel of any natural or man-made stream, ravine, ditch or wanercouese.
It in agreed that any payment hereunder may be made direct to said Grantors, or my one of them, or by depositing such payment to the credit of said Grantors. or any one of them,
in the
each.(" Granton.
Book of
and payment an made shall be deemed and considered as payment to
Delay of Gomes in the use or exercise of any right or eamment hereby granted, or in laying or installing the pipeline in or along said right of way, shall not result in the loss.
limitation nr abandonment of arty of the right tide, interest, easement or estate hereby granted.
The rights herein granted am divisible and assignable in whole or in part
The tonne, covenants, and provisions of this right of way easement shall extend to and be binding upon the helm, executors, administrators, personal representatives, sotteseora,
and assigns of the parties hereto.
TO HAVE AND TO HOLD said rights and right of way, easement, estate and privilege mer, in, through, and to the above-described land unto the mid Grantee, its maesson
and assigns, I—,, emd Grattan do hereby bind them Nes end thew respective heirs, successors, executors. administrators, and assigns to warrant and forever defend all and
singular said right. sod easements unto said Grantee, its successors and assigns, and against every person whomsoever lawfully claiming or to claim the acme or any part thereof,
except as to restrictions and easements of mord, if any.
IN WITNESS WHEREOF. the Granton herein have hereunto set thew hands and ..la that 6 day of 19
Signed, sealed and
delivered in the prase of:
Drawn by -'and mail to:
1914 41/ Morehead St.
Charlotte, N.C. 28208
r
Ge ge Alexander
Annie M. Alexander
IEall
GRANTORS AC FOR COLONIAL PIPELINE.tO.
lr, G
13 -IA 17.771

ACKNOWLEDGEMENT 0
Y INDIVIDUAL GRANTOR(S)
STATE OF NORTH CAROLINA
COU NTY OF
WITNESS my hand and notarial seal, this day of
My arommision axpiree
(Affix Notarial Sean
.r,
STATE OF NORTH CAROLINA
'&UNTY OF
a Notary Public fa aid County and State, do hereby cenify, that
Personally appeared before me this day and acknowkdtrd the due —don of the foregoing imamment.
hll
Notary Public
ACKNOWLEDGEMENT
BY INDIVIDUAL GRANTORIS)
■ Noun Public for sold County and State. do hereby "ify that
personally appeared before me thb; day and acknowwkdeed the due execution of the foregoint instrument.
W 1TNESS my hand and notarial sed. this day of 19
Notary Public �n
My commission expires
l
IAfru Notarial Seals
ACKNOWLEDGEMENT
BY SUBSCRIBING WITNESS (ONLY ONE REQUIRED) l*
STATE OF NORTH CAROLINA
COUNTYOF
I. . a Notary Public far aid County and Stale. do bneby certify that
p rmnally appeared below wss this day. sed befog sevan. stated that in h / tJ prasenee
f1y Y y �� ���" / g'r!J'sT'� — O /T/e P r r� � /I �/� �.I�eknarlad�ed Ibe eanwt6u pN�lhe raiesaiy bronnrent.
ca
WITNESS myhood mal notarial well the—z--defof d UQ i►+ J' ¢ Joe 19�.
.' rl
Myeoombel" ,p4e, /a-, /O C, ..e'J v L o.
r tom, • . .
IMIa NaaridSnll � � 7C v • � �
eN0'f'Ra Str$e am the words not applicable.
State of North Carolina, County of Mecklenburg
The foregoing orartificate(S) of W. J. Ashford.
a Notary(i=) Public of said County and State
Ls =v certified to be correct. This 21day of 9
Charles E. Crowder. Register of Deeds, By; aso
DEPUTk
IAHbt Naatid Scall

4 i LL f#8:94
RIGHT OF WAY EASEMENT Map #141
[�OOPTIO,Nt 40�
FOR AND IN CONSIDERATION OF ._ / 'Py `_�� '✓��bG nOLLARS,
the receipt of which is hereby acknowledged, and the further consideration ��� ��•� ''L;-'t� ....�16fBLLAIiS,
to be paid within the period hereinafter provided, George W. Alexander and Annie M. Alexander,
H,lshand and Wife
hereinafter referred to as Grantors (whether one or more), do hereby grant and convey unto COLONIAL PIPELINE COMPANY,a
Delaware corporation, it% successors and assigns, hereinafter referred to as Grantee, an easement for a pipeline right of way with the
right to construct, maintain, inspect, operate, protect, repair, replace, change the size of, and remove a pipeline for the transportation of
liquids and/or gases on, over, and through the following described lands, of which Grantors warrant they are the owners in fee simple,
situated it Meeklonburq County, State of North Carolinato-wit•
85 gnres., more or less, described in a Deed from Iris J.
UPYAh( tur, single, et Al, to George W_ Alexander, dated March
19r,1949r raenrdpd in Annk 165Ar Pagp 2.95 in the affine of
the Register of Deeds of Mecklenburg County, North Carolina.
t
{ together with the right of unimpaired access to said pipeline and the right of ingress and egress on, over, and through the above-described
land for any and all purposes necessary and incident to the exercise by said Grantee of the rights granted hereunder.
The said Grantors shall have the right to use and enjoy the above-described land except as the same may be necessary for the
purposes herein granted to the said Grantee. Grantors agree not to build, create, or construct any obstructions, engineering works, or other
structures over said pipeline nor permit the same to be done by others.
In addition to the above consideration, Grantee agrees to repair or to pay for any actual damage which may be done to growing
crops, timber, fences, buildings, or other structures directly caused by Grantee exercising any rights herein granted.
Any pipeline constructed by Grantee across any portion of the above-described land which is under cultivation shall, at the time
of the construction thereof, be buried to such depth as will not interfere with Grantors' use of said land for normal cultivation required
for the planting and lending of crops; except that Grantee, at its option, may construct its pipeline above the channel of any natural or
man-madestream, ravine, ditch, or other water course.
Am it lispi &hv
al ata lima • _ ..a _. _ _ aa.•__-i t
pireli-_-
bp r_� ..•m r i.r.7 .t,.. _a_ .: ti_a .,a r. ,g. .., lye. r:._...., .ti. ,.r
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,Phet:.._ ,. . .,•_a ii3.,,... ., ti.,r....a., ti..r,..., .. .-u.._c .. - e..:a ..aa;.:...,� P�PiF n_.,- ..�...n -�- - -
Iha
This Option shall extend for a period of months from the dale hereof, during which time Grantee may enter upon
the premises for making surveys and performing work incidental thereto to locate the route of the initial pipeline to be constructed.
Grantee may exercise this Option at any time during such period by paying to Grantors the aforesaid further consideration of
E , and upon making such payment this Optidn shall become an indefeasible right of way easement to be held by
Grantee, its successors and assigns. If Grantee fails to pay said further consideration within said month period, this
Option shall cease and terminate.
It is agreed that any payment hereunder may be made direct to said Grantors, or any one of them, or by depositing such payment to
the credit of said Grantors, or any one of them, in the Rank of
and payment so made shall be deemed and considered as payment to each of said Grantors.
The rights herein granted may be assigned in whole or in part.
The terms, conditions, and provisions herein shall extend to and be binding upon the heirs, executors, administrators, personal
representatives, successors, and assigns of the parties hereto.
a,
i7
IN WITNESS WHEREOF, the Grantors herein have hereunto set their hands and seals this day of
� 19�Y
Signed, sealed, and ej �4' O''Y-O? �rgeexan
delived in the presence of ter' (Seal)
Annie M. Alexander
(scal)
Grantors
GC air .

CPC—!04
INDIVIDUAL ACKNOWLEDGMENT
STATE OF NORTH CAROLINA j
COUNTY OF SS
do hereby certify
personally appeared before me this day and acknowledged the due execution of the foregoing instrument.
Witness my hand and official seal this, the any of 19�
My term of office expires an the day of
+ Notary Public
TATE OF NORTH CAROLINA
ry o OUNTY OF MECKLENBURG The foregoing certificate
f Helen R. Do a Notary Public for
Mecklenburg
f County and State of
t, x v OE ei
North o lila
t. C oo Cr a is adjudged to be
R `t o i correct. Let the instrument and certificate
if m be registered.
Witness my hand this 23rd day of August %1962
U! C_ o J.Edward Stukes, Clerk of Superior Court:
rt B Deputy Clerk
My term of office expires on the day of
Notary Public
19-
404
PROOF BY SUBSCRIBING WITNESS
STATE OF NORTH CAROLINA
f ss
COUNTY OF -•G.t.LQ..:iS v.- �— I
f
1 I. C%C✓ %�AV /CG ofL��q/j
e166eAJ6.;- County, /V. t�c/ee1,. a
J � state of
certify that �c r L T'O A! L '! �7 S O I/
personally appeared before me this day, and being duly sworn, state that in his presence
Lex-A,�oa.; 1jAyw, e- L,4 ei,!xau.-3c•✓. J ,,: Fc-
Qigned the foregoing instrument.
Wltness,my hand and official seal. this �1 aay of_°!�
. J
MY lom' of.•office, "explres an th• day of i , `- ✓� "�a'r ���
My Commission expires Dec. 29, 1962 Notary Publ '
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PCN FORM ATTACHMENT B — IPaC Report

atmr+ilswir rwI
q United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Ecological Services Field Office j>•'
''Re"._ '" 160 Zillicoa Street`' '
Asheville, NC 28801-1082
Phone: [phone] Fax: [phone]
http://www.fws.tzov/nc-es/es/countyfr.html
In Reply Refer To: November 15, 2018
Consultation Code: 04EN1000-2019-SLI-0069
Event Code: 04EN1000-2019-E-00150
Project Name: Line 2 Exposure Mecklenburg County, North Carolina
Subject: List of threatened and endangered species that may occur in your proposed project
location, and/or may be affected by your proposed project
To Whom It May Concern:
The attached species list identifies threatened, endangered, proposed and candidate species, as
well as proposed and final designated critical habitat, that may occur within the boundary of your
proposed project and/or may be affected by your proposed project. Although not required by
section 7, many agencies request species lists to start the informal consultation process and begin
their fulfillment of the requirements under section 7(c) of the Endangered Species Act (Act) of
1973, as amended (16 U.S.C. 1531 et seq.).
This list, along with other helpful resources, is also available on the U.S. Fish and Wildlife
Service (Service) Asheville Field Office's (AFO) website: hos://www.fws. ovg /raleigh/sl2ecies/
cntvlist/nc_counties.html. The AFO website list includes "species of concern" species that could
potentially be placed on the federal list of threatened and endangered species in the future. Also
available are:
Design and Construction Recommendations
httns://www.fws.L,ov/asheville/htmis/nroiect review/Recommendations.html
Optimal Survey Times for Federally Listed Plants
hfts://www.fWs.izov/nc-eL/plant/plant survey html
Northern long-eared bat Guidance
hos://www.fws.Lyov/asheville/httnls/project—review/NLEB in_WNC.html
Predictive Habitat Model for Aquatic Species
https://www.fWs.gov/asheville/htmis/Maxent/Maxent.html

11/15/2018 Event Code: 04EN1 000-2019-E-001 50
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could require modifications of these lists.
Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act,
the accuracy of the species lists should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website or the AFO website (the AFO website dates each
county list with the day of the most recent update/change) at regular intervals during project
planning and implementation for updates to species lists and information. An updated list may be
requested through the ECOS-IPaC system by completing the same process used to receive the
enclosed list or by going to the AFO website.
The purpose of the Act is to provide a means whereby threatened and endangered species and the
ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the
Act and its implementing regulations (50 CFR 402 et seq. ), Federal agencies are required to
utilize their authorities to carry out programs for the conservation of threatened and endangered
species and to determine whether projects may affect threatened and endangered species and/or
designated critical habitat.
A Biological Assessment is required for construction projects (or other undertakings having
similar physical impacts) that are major Federal actions significantly affecting the quality of the
human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2)
(c)). For projects other than major construction activities, the Service suggests that a Biological
Evaluation similar to a Biological Assessment be prepared to determine whether the project may
affect listed or proposed species and/or designated or proposed critical habitat. Recommended
contents of a Biological Assessment are described at 50 CFR 402.12 and on our office's website
at hos://www.fws.gov/asheville/htmis/pr_oject review/assessment guidance.html.
If a Federal agency (or their non-federal representative) determines, based on the Biological
Assessment or Biological Evaluation, that listed species and/or designated critical habitat may be
affected by the proposed project, the agency is required to consult with the Service pursuant to
50 CFR 402. In addition, the Service recommends that candidate species, proposed species, and
proposed critical habitat be addressed within the consultation. More information on the
regulations and procedures for section 7 consultation, including the role of permit or license
applicants, can be found in the "Endangered Species Consultation Handbook" at: http://
www.fws.gov/endangered/esa-library/pdf/TOC-GLOS.PDF.
Though the bald eagle is no longer protected under the Endangered Species Act, please be aware
that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16
U.S.C. 668 et seq.), and projects affecting these species may require additional consultation (see
https://www.fws.gov/southeast/our-services/permits/eagies�. Wind energy projects should follow
the wind energy guidelines (ho://www.fws.gov/windgnergy� for minimizing impacts to
migratory birds (including bald and golden eagles) and bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://

11/15/2018 Event Code: 04EN1000-2019-E-00150
www.fws. og v/mi rg atoiybirds/CurrentBirdIssues/Hazards/towers/towers.htm;
hgp://www.towerkill.com; and http://www.fws. og v/migratoUbirds/CurrentBirdIssues/Hazards/
towers/comtow.html.
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office.
Attachment(s):
• Official Species List
• Migratory Birds
• Wetlands

11/15/2018 Event Code: 04EN1000-2019-E-00150
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, NC 28801-1082
[phone]

11/15/2018 Event Code: 04EN1 000-2019-E-001 50
Project Summary
Consultation Code: 04EN1000-2019-SLI-0069
Event Code: 04EN1000-2019-E-00150
Project Name: Line 2 Exposure Mecklenburg County, North Carolina
Project Type: OIL OR GAS
Project Description: Pipeline exposure maintenance
Project Location:
Approximate location of the project can be viewed in Google Maps: https://
www.google.com/mapL/place/35.37023576028034N80.8482377347463W
i
Counties: Mecklenburg, NC

11/15/2018 Event Code: 04EN1000-2019-E-00150
Endangered Species Act Species
There is a total of 5 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheriesl, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
1. NOAA Fisheries, also known as the National Marine Fisheries Service (NMF S), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Mammals
NAME STATUS
Northern Long-eared Bat Myotis septentrionalis Threatened
No critical habitat has been designated for this species.
Species profile: tt s://ecos.fws.2ov/ecp/species/9045
Clams
NAME STATUS
Carolina Heelsplitter Lasmigona decorata Endangered
There is final critical habitat for this species. Your location is outside the critical habitat.
Species profile: https:Hecos.fws.2ov/ecp/species/3534

11/15/2018 Event Code: 04EN1 000-2019-E-001 50 4
Flowering Plants
NAME STATUS
Michaux's Sumac Rhus michauxii Endangered
No critical habitat has been designated for this species.
Species profile: haps:///ecos.fws.gov/ecp/species/5217
Schweinitz's Sunflower Helianthus schweinitzii Endangered
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/3849
Smooth Coneflower Echinacea laevigata Endangered
No critical habitat has been designated for this species.
Species profile: haps://ecos.fWs.gov/ecp/species/3473
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECTAREA UNDER THIS OFFICE'S
JURISDICTION.

11/15/2018
Migratory Birds
Event Code: 04EN1000-2019-E-00150
Certain birds are protected under the Migratory Bird Treaty Actl and the Bald and Golden Eagle
Protection Act2.
Any person or organization who plans or conducts activities that may result in impacts to
migratory birds, eagles, and their habitats should follow appropriate regulations and consider
implementing appropriate conservation measures, as described below.
1. The Mi ratory Birds Treaty Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
3. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)
The birds listed below are birds of particular concern either because they occur on the USFWS
Birds of Conservation Concern (BCC) list or warrant special attention in your project location.
To learn more about the levels of concern for birds on your list and how this list is generated, see
the FAQ below. This is not a list of every bird you may find in this location, nor a guarantee that
every bird on this list will be found in your project area. To see exact locations of where birders
and the general public have sighted birds in and around your project area, visit the E -bird data
mappine tool (Tip: enter your location, desired date range and a species on your list). For
projects that occur off the Atlantic Coast, additional maps and models detailing the relative
occurrence and abundance of bird species on your list are available. Links to additional
information about Atlantic Coast birds, and other important information about your migratory
bird list, including how to properly interpret and use your migratory bird report, can be found
below.
For guidance on when to schedule activities or implement avoidance and minimization measures
to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE
SUMMARY at the top of your list to see when these birds are most likely to be present and
breeding in your project area.
BREEDING
NAME SEASON
Eastern Whip -poor -will Antrostomus vociferus Breeds May 1 to
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA Aug 20
and Alaska.
Golden Eagle Aquila chrysaetos Breeds
This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention elsewhere
because of the Eagle Act or for potential susceptibilities in offshore areas from certain types
of development or activities.
haps://ecos.fws. eov/ecp/species/1680

11/15/2018 Event Code: 04EN1 000-2019-E-001 50
BREEDING
NAME SEASON
Prairie Warbler Dendroica discolor Breeds May 1 to
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA Ju131
and Alaska.
Prothonotary Warbler Protonotaria citrea Breeds Apr 1 to
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA Jul 31
and Alaska.
Red-headed Woodpecker Melanerpes erythrocephalus Breeds May 10
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA to Sep 10
and Alaska.
Rusty Blackbird Euphagus carolinus Breeds
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA elsewhere
and Alaska.
Wood Thrush Hylocichla mustelina Breeds May 10
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA to Aug 31
and Alaska.
Probability Of Presence Summary
The graphs below provide our best understanding of when birds of concern are most likely to be
present in your project area. This information can be used to tailor and schedule your project
activities to avoid or minimize impacts to birds. Please make sure you read and understand the
FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting
to interpret this report.
Probability of Presence (■)
Each green bar represents the bird's relative probability of presence in the l Okm grid cell(s) your
project overlaps during a particular week of the year. (A year is represented as 12 4 -week
months.) A taller bar indicates a higher probability of species presence. The survey effort (see
below) can be used to establish a level of confidence in the presence score. One can have higher
confidence in the presence score if the corresponding survey effort is also high.
How is the probability of presence score calculated? The calculation is done in three steps:
1. The probability of presence for each week is calculated as the number of survey events in
the week where the species was detected divided by the total number of survey events for
that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee
was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is
0.25.
2. To properly present the pattern of presence across the year, the relative probability of
presence is calculated. This is the probability of presence divided by the maximum

11/15/2018 Event Code: 04EN1 000-2019-E-001 50
probability of presence across all weeks. For example, imagine the probability of presence
in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12
(0.25) is the maximum of any week of the year. The relative probability of presence on
week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2.
3. The relative probability of presence calculated in the previous step undergoes a statistical
conversion so that all possible values fall between 0 and 10, inclusive. This is the
probability of presence score.
Breeding Season ( )
Yellow bars denote a very liberal estimate of the time -frame inside which the bird breeds across
its entire range. If there are no yellow bars shown for a bird, it does not breed in your project
area.
Survey Effort (1)
Vertical black lines superimposed on probability of presence bars indicate the number of surveys
performed for that species in the I0km grid cell(s) your project area overlaps. The number of
surveys is expressed as a range, for example, 33 to 64 surveys.
No Data (—)
A week is marked as having no data if there were no survey events for that week.
Survey Timeframe
Surveys from only the last 10 years are used in order to ensure delivery of currently relevant
information. The exception to this is areas off the Atlantic coast, where bird returns are based on
all years of available data, since data in these areas is currently much more sparse.
M probability of presence breeding season I survey effort — no data
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Eastern Whip -poor -
will -I--I--I + ++++ +-i--I + ++++ *+++ ++-1-1 -H-1-+ -I--1--1--1- ++++ +4-4-+ ++++ 4-+1-4-
BCC
-+-h+BCC Rangewide (CON)
Golden Eagle ++++ ++++ +++, ++++ -I-+++ ++++ +-1-++ -1-+++ ++-]-+ +4--[- {- -1-4-4-+ -1..+ -+
Non -BCC Vulnerable
Prairie warbler
BCC Rangewide (CON) ++++ ++++ ++++ ++� ® hI i I I +-1-4--l-_1- ++++ ++4-+ +4-4- {- 4-4-4+ +-F+-4-
Prothonotary
Warbler +-1-++ +-I--I + ++++ -{--I--I + +1++ F I- (- I ++ +-1- ++-1-+ 4--h++ ++++ -1-++-I- -4--I--1--1-
BCC Rangewide (CON)
Red-headed
+1+BCWoodpecker ++++ ++++ ++++ ++++ ++-H- ++++ + {--1 -1- -1-1--1---1- +-I--1--I- I-+-h-I- 4-+4-1 -4-+1-1-
BCC
C Rangewide (CON)
Rusty Blackbird
BCC Rangewide (CON) ++++ ll t+ +-H-+ +_I__1_.+ I I- I I ++++ ++++ 1 I 1 -I I -I -+-I- I I ` I -1-4-++ 4-++A-
Wood
+++
wood Thrush
BCC Rangewide (CON) + i+ ++++ +-F ++- -1-4-4-+ +-4-
--

11/15/2018 Event Code: 04EN1000-2019-E-00150
Additional information can be found using the following links:
• Birds of Conservation Concern hgp://www.fws.gov/birds/mana,gement/managed-sspecies/
birds-of-conservation-concem.php
• Measures for avoiding and minimizing impacts to birds hgp://www.fws.,gov/birds/
management/project-assessment-tools-and-guidance/
conservation-measures.nhn
• Nationwide conservation measures for birds http://www.fws.gov/mi rg atoubirds/pdf/
management/nationwidestandardconservationmeasures.pdf
Migratory Birds FAQ
Tell me more about conservation measures I can implement to avoid or minimize impacts
to migratory birds.
Nationwide Conservation Measures describes measures that can help avoid and minimize
impacts to all birds at any location year round. Implementation of these measures is particularly
important when birds are most likely to occur in the project area. When birds may be breeding in
the area, identifying the locations of any active nests and avoiding their destruction is a very
helpful impact minimization measure. To see when birds are most likely to occur and be breeding
in your project area, view the Probability of Presence Summary. Additional measures and/or
permits may be advisable depending on the type of activity you are conducting and the type of
infrastructure or bird species present on your project site.
What does IPaC use to generate the migratory birds potentially occurring in my specified
location?
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern
(BCC) and other species that may warrant special attention in your project location.
The migratory bird list generated for your project is derived from data provided by the Avian
Knowledge Network (AKNF. The AKN data is based on a growing collection of survey. banding,
and citizen science datasets and is queried and filtered to return a list of those birds reported as
occurring in the I Okm grid cell(s) which your project intersects, and that have been identified as
warranting special attention because they are a BCC species in that area, an eagle (Eagle Act
requirements may apply), or a species that has a particular vulnerability to offshore activities or
development.
Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your
project area. It is not representative of all birds that may occur in your project area. To get a list
of all birds potentially present in your project area, please visit the E -bird Explore Data Tool.
What does IPaC use to generate the probability of presence graphs for the migratory birds
potentially occurring in my specified location?

11/15/2018 Event Code: 04EN 1000-201 9-E-001 50
The probability of presence graphs associated with your migratory bird list are based on data
provided by the Avian Knowledge Network (AKN). This data is derived from a growing
collection of survey, banding, and citizen science datasets .
Probability of presence data is continuously being updated as new and better information
becomes available. To learn more about how the probability of presence graphs are produced and
how to interpret them, go the Probability of Presence Summary and then click on the "Tell me
about these graphs" link.
How do I know if a bird is breeding, wintering, migrating or present year-round in my
project area?
To see what part of a particular bird's range your project area falls within (i.e. breeding,
wintering, migrating or year-round), you may refer to the following resources: The Cornell Lab
of Ornithology All About Birds Bird Guide, or (if you are unsuccessful in locating the bird of
interest there), the Cornell Lab of Ornithology Neotropical Birds guide. If a bird on your
migratory bird species list has a breeding season associated with it, if that bird does occur in your
project area, there may be nests present at some point within the timeframe specified. If "Breeds
elsewhere" is indicated, then the bird likely does not breed in your project area.
What are the levels of concern for migratory birds?
Migratory birds delivered through TaC fall into the following distinct categories of concern:
1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern
throughout their range anywhere within the USA (including Hawaii, the Pacific Islands,
Puerto Rico, and the Virgin Islands);
2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation
Regions (BCRs) in the continental USA; and
3. 'Non -BCC - Vulnerable" birds are not BCC species in your project area, but appear on
your list either because of the Eagle Act requirements (for eagles) or (for non -eagles)
potential susceptibilities in offshore areas from certain types of development or activities
(e.g. offshore energy development or longline fishing).
Although it is important to try to avoid and minimize impacts to all birds, efforts should be made,
in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC
species of rangewide concern. For more information on conservation measures you can
implement to help avoid and minimize migratory bird impacts and requirements for eagles,
please see the FAQs for these topics.
Details about birds that are potentially affected by offshore projects
For additional details about the relative occurrence and abundance of both individual bird species
and groups of bird species within your project area off the Atlantic Coast, please visit the
Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides
birds that may be helpful to you in your project review. Alternately, you may download the bird
model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical

11/15/2018 Event Code: 04EN1000-2019-E-00150
Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic
Outer Continental Shelf project webpage.
Bird tracking data can also provide additional details about occurrence and habitat use
throughout the year, including migration. Models relying on survey data may not include this
information. For additional information on marine bird tracking data, see the Diving Bird Study
and the nanota studies tudies or contact Caleb Spiegel or Pam Loring.
What if I have eagles on my list?
If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid
violating the Eagle Act should such impacts occur.
Proper Interpretation and Use of Your Migratory Bird Report
The migratory bird list generated is not a list of all birds in your project area, only a subset of
birds of priority concern. To learn more about how your list is generated, and see options for
identifying what other birds may be in your project area, please see the FAQ "What does IPaC
use to generate the migratory birds potentially occurring in my specified location". Please be
aware this report provides the "probability of presence" of birds within the 10 km grid cell(s) that
overlap your project; not your exact project footprint. On the graphs provided, please also look
carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no
data" indicator (a red horizontal bar). A high survey effort is the key component. If the survey
effort is high, then the probability of presence score can be viewed as more dependable. In
contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of
certainty about presence of the species. This list is not perfect; it is simply a starting point for
identifying what birds of concern have the potential to be in your project area, when they might
be there, and if they might be breeding (which means nests might be present). The list helps you
know what to look for to confirm presence, and helps guide you in knowing when to implement
conservation measures to avoid or minimize potential impacts from your project activities,
should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell
me about conservation measures I can implement to avoid or minimize impacts to migratory
birds" at the bottom of your migratory bird trust resources page.

11/15/2018 Event Code: 04EN 1 000-2019-E-001 50
Wetlands
Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section
404 of the Clean Water Act, or other State/Federal statutes.
For more information please contact the Regulatory Program of the local U.S. Army Corps of
Engineers District.
Please note that the NWI data being shown may be out of date. We are currently working to
update our NWI data set. We recommend you verify these results with a site visit to determine
the actual extent of wetlands on site.
WETLAND INFORMATION WAS NOT AVAILABLE WHEN THIS SPECIES LIST WAS GENERATED.
PLEASE VISIT HTTPS://WWW.FWS.GOV/WETLANDS/DATA/MAPPER.HTML OR CONTACT THE
FIELD OFFICE FOR FURTHER INFORMATION.

PCN FORM ATTACHMENT C — NRHP Map

Base Map Source: ESRI Aerial Imagery 1-24,000 0 1 250 2,500 5,000 Fee,
Colonial Pipeline Company, SE
Line 2 Exposure
Mecklenburg County, North Carolina
oorl
ECOLOGY GROUP
NC HPO and NRHP Map
Project No. 02-041901

PCN FORM ATTACHMENT D — FEMA/FIRM Map

Base Map Source: ESRI Aerial Imagery
1:24,000 o 1,250 2,500 5,000 Feet
Colonial Pipeline Company, SE
Line 2 Exposure
(Mecklenburg County, North Carolina
corblu
ECOLOGY GROUP
FEMA/FIRM Map
Project No. 02-041901

aoo,ai, Enwdapeto-. lscC --.]4B6.. ­ Bl`
VICINrrY MIP
SCALE I' - 1000'
PROJECT TEAM
CML ENGINEER: LAPIN & OMEGA GROUP
4601 LAKE BOOTIE TRAIL. SUITE 3C
RALEIGH, NC 27007
919-961-0310
ARCHTIECT: OSTERLUND ARCHITECTS, PLLC
5 W HARGETT STREET 502
RALEIGH. NC 27601
919 -IM -9337
SURVEYOR: BASS, NIXON & KENNEDY. INC.
CONSULTING ENCINEEHS
6310 CWPEL HILL RD. SUITE 250
RALEM, NC 27607
919 -MI -4422
SHEET INDEX
CYR COVER SHEET
- SURVEY
C1.0 UTILITY PLAIN
C1.1 SEWER MSN PLAN & PROFILE
C2.a STANDARD DETAILSC2.1 STANDARD DETAILS
SITE DATA
OWNER: MARK P. & JOANNE R. BOMBE
ADDRESS: 4401 DEWEES COURT
RALEIGH. NC 27612
WAKE COUNTY RN/ 0765-36-2472
ACREAGE: 1.4159 ACRES
DEED BOOK: 6006 PAGE: 241
ZONING: R-2. MPOD
EXISTING PLANNING JURISDICTION: RALEIGH ETJ
PROPOSED PLANNING JURISDICTION: RALEIGH
BUILDING SETBACKS: 20 Fr FRONT
10 FT SIDE
30 FT REAR
RIGHT-OF-WAY OBSTRUCTION NOTES
1. STREET. LANE AAO SIDEWALK CIASURES OR DETOURS: PRIOR TO
MY WORK THAT IMPACTS THE RIGHT-OF-WAY OR CLOSING OF ANI'
SWEET. LANE. OR SIDEWALK, THE CONTRACTOR MUST APPLY FOR A
PERMIT WITH RICHT-oF-WAY SERVICES.
2. A POW REQUEST WITH A TRAFFIC CONTROL AND/OR PEDESTRIAN
PLAN SHALL BE SUBMITTED TO RIGHTOFWAYSFRVICESORALEIGHNC.GOV
AT WWW.RALEIGHK.GOV KEYWORD 'RIGHT-OF-WAY SERVICES.
3. PRIOR TO THE START OF WOR(, THE CLIENT SHALL SCHEDULE A
PRE -CON STRUCIgN MEETING WITH THE ENGINEERING INSPECTIONS
COORDINATOR M RENEW THE SPECIFIC COMPONENTS OF THE
APPROVED PLAN. AND ENSURE ALL PERMITS ARE ISSUED.
4. THE CITY OF RALEIGH REQUIRES AN APPROVED RIGKT-OF-WAY
OBSTRUCTION PERMIT FOR WORK ON ANY PUBLIC STREET OR
SIDEWALK AND NCOOT ROAD WITHIN RAEIGHS JURISDICTION,
5. ALL TRAFFIC CONTROL SIGNAGE AND PRACTICES SINAL ADHERE TO
THE MANUAL ON UNIFORM TRAFFIC CONTROL, AND THE LATEST
EDITION OF THE NCDOT 'STANDARD SPECIFICATION FOR ROADWAY
STRUCTURES', NCDOT -ROADWAY STANDARD DRAWING MANUAL:, AND
THE NCDOF SUPPLEMENT TO THE MUTCD.
6. ALL PUBLIC SIDEWALKS MUST BE ACCESSIBLE M PEDESTRIANS WHO
ARE VIAIAILY IMPAIRED AD/OR PEOPLE WITH MOBILITY CONCERNS.
DOSIEIG AND ALTERNATIVE PEDESTRIAN ROUTES WRING
CONSTRUCTION SHALL BE REQUIRED M BE COMPLVNT WITH THE
PUBLIC RIGHTS OF WAY.
7. ACCESSIBILITY GUDETJNES (PROWAG), THE ADA STANDARDS FOR
ACCESSIBLE
DESIGN AND THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCO).
B. ALL PENITIS MUST BE AVAILABLE AND VISIBLE ON SITE DURING THE
OPERATION.
BOONE CABIN
WATER & SANITARY SERVICES
4100 EBENEZER CHURCH ROAD
RALEIGH, NORTH CAROLINA
PIN# 0785-38-2472
/ \ KENNEDY, DONALD C
& BARBARA 8
/ PIN/ 0785392160
D8. 15541 PG.
1378
1 q 11 CHARTWELL
MARSHPOINTE, LLC
BOONE, MARK P \1 PIN/ 0785482571
BOONE, JOANNE E COSTING Wo SMifARY \\�\
PIN/ 0785380819 SEWER EASEMENrx,
OB. 13376 PG. 331\
PROPOSED 30'
swulTr SEWER /
EASEMENT
PROPOSED 8' PJC SEWER MAIN � GREEN, TERRELL J &
USA D I
MARK P. &JOANNE PIN/ 0785384562
R. BOONE I DB. 16930 PG. 2761
PIN/ 0785381692 BM. 1983 PG. 1218 i
DB. 6006 PG. 241 '
PROPOSIED 4' DIP
SANITARY SLYER
SERVICE
I PROPOSED CABIN I
GARCIA, GANNETT J.
PIN/ 0785288580
f) + MARK P. & JOANNE R. BOONE
_RIGHLAND DR J� PIN# 0785382472
�_ _ -, ✓ , DB. 6006 PG. 241
PROPOSED 3/4'
WATER SERVICE . , / D
FOSTER, JAMES E.
PIN/ 0785382106 � \
OVERALL SITE PLAN o
0 too 990 900 1 401
SCALE: ROMZONTAL 1' - 100'
RALEIGH GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE N ACCORDANCE WITH ALL CITY OF
RAEIGH STANDARD DETAILS AND SPECIFICATIONS.
2. THE GENERAL CONTRACTOR SHALL OBTAIN AND PAY ALL FEES
RELATED TO PERMITTING, INSPECTIONS. ETC.
3. CONTRACTOR SHALL VERIFY LOCATION OF ALL DOSIING UTILITIES IN
ADVANCE OF CONSTRUCTION AND MAKE ANY OBSERVATIONS THAT
AFFECT CONSTRUCTION KNOWN TO THE ENGINEER.
4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR
TO CONSTRUCTION.
5. ALL DISTANCES SHOWN ARE HORIZONTAL (.'ROUND DISTANCES.
6. ALL RADII SHOWN! ARE THE BACK OF THE FEATURE WHERE
APPLICABLE.
7. FOR OVERALL BUILDING FOOTPRINT DIMENSIONS, REFER TO
ARCHITECTURAL AND/OR STRUCTURAL PLANS.
8. SITE UTILITY CONTRACTOR SHAT EXTEND SITE UTILITIES TO WITHIN
FIVE FEET OF THE PROPOSED BUILDING FOOTPRINT.
BEFORE YOU DIG
STOP
CALL 1-800-632-4949
N.C. ONE -CALL CENTER,
PUBUC IMPROVEMENT QUANTITIES
H
PHASE NUMBER(S)
PHASE 1
NUMBER OF LOT(S)
1
LOT NUMBER(S) BY PHASE
0
NUMBER OF UNITS
0
LIVABLE BUILDINGS
1
OPEN SPACE?
NO
NUMBER OF OPEN SPACE LOTS
0
PUBLIC WATER (L.F.)
0
PUBUC SEWER (L.F.)
340
PUBUC STREET (LF.) - FULL
0
PUBUC STREET (L.F.) - PARTIAL
0
PUBUC SIDEWALK (L.F.)
0
STREET SIGNS (LF.)
0
WATER SERVICE STUBS
0
SEWER SERVICE STUBS
0
I
CONCURRENT PLAN SUBMITTAL
ISSUED FOR: REVIEW J °'
' _ • E
O Y
u
DEVELOPMENT
Project Data Sheet SERVICES
DEPARTMENT
Devebpnwal Servirn Curlenwr Seniae Cealer I ..M1u,ae w,ne 100 R.Aaak tlf ]llpl Ian-eebwel
Lltehford Satellite Olfk­-1-h- R-^-1191 -
GENERAL INFORMATION
DevabpnwR Name: Boma Cabin -Watt & Sewer Service I Proposed Ua: Reaidaniel
RoWtY Adaras(a): 4100 Ebenezer Church Road
Wake County Property Ia.nNncwlrn Numbers) (NN) for saes Papal M which thea 9uidebees will apply:
NN /07&5.98-2472 1 PIN ot PN i I PINS
VMM ie Nhe project type?❑Apartment ❑Bank uEkktrlYFacily, oHospllal oHotaVFbtal alnousbial Busding
ohl6nd Residential nNmResident I Cordo nOmos oReligiom Imatution oResideneal Carlo oRetaa
oSchool oShopping Center 'Single Family Residential ciTekrcommuniwtm Tow ETownhouse DOther
Saps of Werk. Extend a 8" sewer main to the inside of the east 4104
Property line, than extend the B" main
south to the north 4100 property line. Connect a 4" service from the sewer main to cabin and
provide a 314' water service connection to the 12" water main within Ebenezer Church Road.
FOR APARTMENTS, COND04 AND TOWMIOME6ONLY
1. Total number of lowMloua IM. Number attached: Number detached:
2. Taal number of apartment or anllonhihlun units:
3. Taal number of Congregate Care or lye Can Dwetklg unib:
4.Owrall total number of dwo" units (horn 13 abo s):
5.14-ber a bedroom salts: IBR 2BR 38R 4BR a mea
S. OearW .14.) per - dembs par zan' asaa(q:
DEVBOPMBIT TWK AND MITE DATATABLE (aPpicaMe M all daaelspaarb)
zoom MoaRnlbn Budding kAfonwn.BanA
ZCnbV DHeoicgs): R-2 Proposed use of bnildllhg(s): Radenial
If mors than one diabicl, prwns ansege of each: Pmgared Sq. Ft of butMq(s) gross:
700
Owday Owic*): E i -Sq. FI of hill".) gnoa:4a0
Total aft atcreep: 1.25 Total Sq. Ft. gross (extstrlg and proposed): 1240
O9 arear Parkiq: Requiad rVa Provided Na Proposed height of hWdl*.): 14.75
COA (Certificate, of APWnPINWaa) as 9 FAR (lour are rate) %:229
BOA (Board of AdjhMmird) as 9 A- Bidding lot cw+er109e X:2.28
rW Use CUD (Ca dboDlatdlD os 9 Z - Inside City Limits? N Ya No
STORMWATER PNG M"TON
CWOhaknperhNwaslaf- 0.14/8057 aues/sgwn bet
Ihop-d imp«.nus wafwa: 0.14AM .Wsq,-Fat
Nene Rker buffer: n LIN. wetwnda: Llwas lift
Food Hazard Ana: Eyes LJNo ffMWu_eWSaIftiySS Road Studr: FDAAMap PwINl.0785
Taal disturbed anew 0.42118,480 soea/sgawe lest
i E 2019
UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES,
INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO
BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY
THE CITY CODE. THESE FACILITIES HAVE BEEN
APPROVED BY THE CITY OF RALEIGH AND SHALL BE
SO INSTALLED UNLESS A CHANGE IS AUTHORIZED
BY WRITTEN APPROVAL PUBLIC SANITARY SEWER
EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL
ACCEPTANCE.
SIGNATURE:
TRANSPORTATION SERVICES
PUBUC UTIUTII
CONSERVATION
REVISION 03.22.16
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use Mw been revhewed ler general ximphance with
applicable codes. This limited review. and authoruatian for cont -hon R rat to
be Considered to represent total compinnce with ag legal requwemenU lot
development and construction. The property owner. di ugn consultants. and
contractor" are each responsible for compliance with all applicable City. State and
Federal laws. This spwdk au"torizatw below is not a permit. nar shall it be
construed to permit any viaistion of Cay. Sate or Federal Law. AN Coretructnrh
must be in accordance with all Local, State, and Federal Rules and Regulation.
TRANSPORTATION FIELD SERVICES
PUBLIC LMILITIES
STORM WATER
PLANNING/ZONING
URBAN FORESTRY
SITE ACCESSIBILITY
Project No.:
2018.031
Issued For:
REVIEW
Issuedte:
02 12/2019
Drawn By: RLB
Checked By: TGZ
Sheet No.:
CVR
H
W
W
V)
CX
W
O
N
U
Project No.:
2018.031
Issued For:
REVIEW
Issuedte:
02 12/2019
Drawn By: RLB
Checked By: TGZ
Sheet No.:
CVR

I VICINITY MAP - 1"= 1000' 1
I. MEAS BY COORDINATE GEOMETRY UNLESS SHOWN OTHERWISE.
2. All DISTANCES ARE HORIZONTAL GROUND DISTANCES.
3. ALL STREETS ARE PUBLIC RIGHTS -0 -WAY UNLESS SHOWN OTHERWISE.
4. OTHER INSTRUMENTS OF RECORD MAY AFFECT THIS PROPERTY.
5. NO TITLE SFANCH PERFORMED FOR THIS SURVEY.
8. NO HOGS MONUMENT'MMIN 2.. FEET OFPIROPERTY.
T. NO FE IM FLOOD HAZARD AREAS PER FIRM NUMBER 3720078M DATED MAY 2, M.
B. THE COORDINATES SHOWN ON THIS PLAT WERE DERIVED BY REAL TIME NETWORK (RTN) GLOBAL
POSITIONING SYSTEM (GPS). THIS METHOD RESULTS IN (NAD 198&2011) -(CORS 96) POSITIONS AND NORTH
AMERICAN VERTICAL DATUM'U (MEAN SEA LEVEL) ELEVATIONS USING THE CONTINUOUSLY OPERATING
REFERENCE STATIONS (CORS) MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. CLASS A SURVEY.
;.033 FTPOSITIONAL ACCURACY. VRS FIELD PROCEDURE, GECUIZA AND UNITS IN FEET.
1 1
,a
A6PROXNMTE
I '" INPE IMtECTIpI
EXISTING 9NSNWTARY ( 1
SEWER EA9EMEM
8M, 1962 PG. 1115 1
( BX BANRMYBEWFRYYX
TOP: I
1
OUT: ix"
� 1 N(SEkiAt3
1` NISWI: m.n
� FXISiIn
\ '3 SEWER
LOTS
LO ifi P A BMBAMB NEHNECY pONkDI
BOONE. MANN y.\
BOONE. JOANNE E ,ss, PN:07653921W
PIN'. 01853&1919 DS. 15611 PG, 1378
M. 133/6 PG. 331
/TOP OF s
FZ
SANITARY eBYIFR X51 \ FJL &LIRMYBEWEN MN 0?°-�•<A / / ¢`�'
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(LOCIIE•D) 81 PG.1216
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NOTE
THE LOCATIONS OF UNDERGROUND UIIUrIES AS SHOWN HEREON ARE BASED ON OBSERVED ABOVE GROUND
STRUCTURES. FIELD ANIMNGS AND DRAWINGS PROVIDED TO THE SURVEYOR. LOCATIONS OF UNDERGROUND
UTILRIESISTRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON, ADDITION& BURIED UTRURESSTRUCTURES MAY BE
ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO
LOCATE BURIED UTILNIESSTRUCTURES. BEFORE EXCAVATIONS ARE BEGUN. FIELD LOCATIONS AND THE TYPE OF
UTILRIESSTRUCTURES SHOULD BE VERIFIED.
SCALE: 1" = 60'
0 30 60 120 180 240
REV. DATE
\ /
\ TREE LINE / LOT I
MJOANNE
\ \ \ ARK N:O)65PG BOONE
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DESCRIPTION
RA2018\18124 - 4100 & 4104 Ebenezer Church Road\SURVEY\18124LDD\dwg\18124 EXISTING SS OUTFALL.dwg, 2/6/201911:03:31 AM, ralph best
\
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RI�H�q' b DRNE
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FOUNDATION
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BASS, NIXON & KENNEDY, INC.
CONSULTING ENGINEERS
• 6310 CHAPEL HILL ROAD, SUITE 250
RALEIGH, NORTH CAROLINA 27607
• TELEPHONE: [phone] OR [phone]
FAX: [phone]
• CERTIFICATION NUMBERS: NCBELS (C-0110); NCBLA (C-0267)
LOTS
GREEN TERRELLJBDSPD
PN: n85JN562
DB.169311 PG, 2761
BM. 1983 PG. 1218
LOT 2
MARK P. & JOANNE R. BOONE
0785382472
DB. 6006 PG. 241
TOTAL AREA
61,677 SF OR 1.4159 ACRES
AREA IN RN
12,624 SF OR 0.2898 ACRES
NET AREA
49,053 SF OR 1.1261 ACRES
FIP CORMoL CORN ER
NC GRID (NAD'BYNt 11
COORON 6
X:758195.1190 FEET
E:2083396Ot00FEET
i
ME)
1
TOP OF /
aAxr1
GP `EIP
/
4.
`89
SURVEYED BY
GS
EXISTING SANITARY SEWER OUTFALL
DRAWN BY
FOR
NARY
CHEERED BY
#1ENT
DG
1118 �
RALEIGH WAKE COUNTY NORTH CAROLINA
t,
�APPRDp1ATE
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SURVEYED BY
GS
EXISTING SANITARY SEWER OUTFALL
DRAWN BY
FOR
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CHEERED BY
4100 EBENEZER CHURCH ROAD
DG
DATE
11-08-18
RALEIGH WAKE COUNTY NORTH CAROLINA
SHEET
1
OF
1

DocuSgn Fm os ID'. 14-2-Da143529a94-CFFAAae53-
Q1
LOT 5 1
KENNEDY, DONALD C / 1
h BARBARAB EXISTING SANITARY SEWER M/H
PIN: 0785392160
DB / 1
\a . 15541 PG. 1378 4 1
/ 1
LOT 6
REDONE, MARK P �� C2.1 SILT FENCE OUTLET (TYP.)�
SOONE, JOANNE E
PIN: 0785380819
D8. 13376 PC. 331 ¢ - 4 UMTS OF,
F C21 CONSTRUCTKIN/SILT
FENCE/TREE
� PROTECTION FENCE
(EYP-)
(SEE NOTE 15)
ss /
1
1
1
EXISTING 8• DIP ,
1SEWER MAIN 00.117 /
1
1\611-11
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4,
TOP OF
BANK
A
CHARTWELL
MARSHPoINIE, LLC
PIN# 0785482571
F
SED 4'0 MH -3 0
i
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EXISTING SANITARY
SEWER M/H
f OF8' PJC \�
MAN 02.67;
LIMITS OF
CONSTRUCTION/TREE
PROTECTION FENCE e
(EYP.) C2.1
(SEE NOTE 15)
PROPOSED 4V MH -2 C2.0 C2.0
.4-3
\OU I
109LF f OF 8' DIP
3_� PROPOSED � PIBLIC gi y SEWER AWN 014.317
SANITARY 11I
EASEMENT
i
�' 88
EXISTING LOT 1 I PROPOSED 4'p MH -1 C2.0 C2.0
Y�9 MARK P. O JOANNE R. 0
� REDONE
\ PIN: 0785381692
cy �r DB. 6006 PG. 241 LOT 3
\
GREEN, TERRELL J 4 LISA D O / I i, P PN: 0785384562
APPROXIMATE OU. 16930 PG. 2761
\ `•fcq` x > \ J \ LOCATION OF EXISTING BM. 1983 PG. 1218
WELL (SEE NOTE 14)
1 co.\ \ 'A�*// � / � � ( (EYP•) e
Is+Y S E
GARCIA, GARRETT J. \ 4 i \ \�. `� 20 gUAA9 r 145LF OF e DIP
SEWER SERVICE 014217
PINI 0785288580,��
EXISTING I EXISTING LOT 2
\ Oq CPRS.' dVOR�" SHED I MARK P. 3 JOANNE R. BOONE
\ \ EXISTING POWER RILE �p I 0785382472
\ 9�P/ •f= ��1' i DB. TOTAL
AD6 PG.241241
2F\ \ 2 CO �lirg 61,677 SF OR 1.4159 ACRES
EXISTING CABLE PEDESTAL \ f=SED C2 i g I AREA IN 289
\'(11 METERI12,624 AR OR 0.2898 ACRES
EXISTING FIBER OPTIC BOX WA *��/ CO 49,053 SF OR 1NET .1261 ACRES
as TEMPORARY WATTLE 1 \
CZ1 (SEE GENERAL NOTE 10) \ X7 q
a
s
- - RICH(gry0 � PROPOSED
60' RD ORAE CORPORTIDN \\
H1,OF,IVAY \ COCK
24LFf BORE AND JACK -
TO DasnNG WATER MAIN
R/b
FOSTER. JAMES E
PIN/ 0785382106 I
e PROPOSED
CURBSTOP
FORD
R4 CITY
� OF
C21 RALEIGH APPROVED EQUAL
130LF f is• TYPE
'K' SOFT COPPER
WATERS SERVICE
W /
\ "11-T6.6
" h
dI T UP
\
PROPOSED CABIN
FFE-310.60
OLD ROCK I I
FOUNDATION
' I I
Is
\ II 9
\ EIP CONTROL RNER
\�• I NC GRID ( '83/2011)
f COORDINAT
N: 7581 .4190 FEET
\ \ Cys \ I E: 2083396.0100 FEET
I \
P CP EIP
l � ,
0 40 80 INND
SCALE: BOFIZONTAL. L" - 40'
GENERAL NOTES
1. ALL GoNsTRLom SHAUL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH STANDARD DETAILS AND SPECIFICATIONS.
2. THE GENERA. CONTRACTOR SHALL OBTAIN AND PAY ALL FEES RELATED TO PEEWING, INSPECTIONS, ETC.
3. CONTRACTOR SIAL Vfl6FY LOCATION OF ALL EXISTING UTILITIES IN ADVANCE OF CONSTRUCTION AND MAKE ANY OBSERVATIONS
THAT AFFECT CONSTRUCTION KNOWN TO THE ENGINEER.
4. CONTRACTOR SHALL VF78FY ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION -
5. ALL DISTANCES WDWN ARE HORIZONTAL GROUND DISTANCES.
6, ALL RADII SHOW ARE THE BACK OF THE FEATURE WHERE APPLICABLE.
7. FOR OVERALL BUILDING FOOTPRINT DIMENSIONS, REFER TO ARCHITECTURAL AND/OR STRUCTURAL PIANS.
8. STIE UTILITY CONTRACTOR 51ALL EXTEND SITE UTILITIES TO WITHIN FIVE FEET OF THE PROPOSED BUILDING FOOTPRINT, AS
REWIRED.
9. CONTOURS AND 100 YEAR FLOODPINN INFORMATION WERE OBTAINED FROM GIS AND WERE NOT VERIFIED BY SURVEY.
10. CONTRACTOR BOLL PLACE WATTLES ALONG CENTERUNE OF DITCH APPROXIMATELY 25' FROM CENTERLINE OF WATER SERVICE
UNE.
IT. CONTRACTOR MAY WISH TO PERFORM EXPLORATORY POT-HOUNG ALONG UTILITY SERVICE UNES PRIOR TO BEGINNING TRENCHING
TO ENSURE UTILITY' DEPTH IS OBTAINABLE WITHOUT ROCK REMOVAL.
12. DEPTH OF UTILITY SERVICE LINES ASSUMES NO ROCK TRENCHING OR EXCAVATION.
13. PER NC FLOOD MAPPING. BFE IS 260.6. AAP NUMBER 37200785001, FIRM PANEL /0785, EFFECTIVE LATE 5/2/2008.
14. DOSING WELL LOCATION IS APPROXIMATE FROM GIS. CONTRACTOR SHALL CONFIRM LOCATION OF EXISTING WELL PRIOR TO
CONSTRUCTION AND ENSURE THAT THE WELL AND PROPOSED SANRAN SEWER MAINTAIN AN MINIMUM 25' HORIZONTAL
SEPARATION. EXISTING WELL IS TO REMAIN AND SHALL BE CONVERTED FOR IRRI IATKN USE ONLY.
15. UMTS OF CONSTRUCTION UNE IS OFFSET 3' FROM EXISTING AND PROPOSED SANITARY SEWER EASEMENTS FOR VISUAL
REPRESENTATION ONLY. UMTS OF CONSTRUCTIONS IN THESE REAS SV11 BE CONFINED WITHIN THE EXISTING AND PROPOSED
EASEMENTS.
16. CONTRACTOR SNAIL REGRADE MEAS WITHIN THE FEMA 100 YEAR FLOOD PIAN TO EXISTING GRADE AND SHALL PROVIDE
AS -BUILT SURVEY TO CONFIRM NO GRADE CHANGES WERE MADE WITHIN THE FEMA 100 YEAR FLOOD PIAN.
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER, SEWER,
AND/OR REUSE, AS APPROVED IN THESE PIANS, IS RESPONSIBLE FOR CONTACTING THE
PUBUC WORKS DEPARTMENT AT [phone], AND THE PUBLIC UTILITIES DEPARTMENT
AT [phone] AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OF
THEIR CONSTRUCTION.
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNING CONSTRUCTION,
WILL RESULT IN THE ISSUANCE OF MONETARY FINES, AND REWIRE REINSTALLATION OF
ANY WATER OR SEWER FACILITIES NOT
INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, RAVE PERMITTED PLANS
ON THE JOBSITE, OR ANY OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CIN OF RALEIGH.
TOTAL DISTURBED
AREA=18,480SF (0.42AC)
Public
Sewer Collectlon I Extension System
pya/Ixie ssww sy««n w Ywn an vn fAw�. IM inn«o1 a,q
CarleatYMa aifele uMd 101 er Paled mae l/Ut d m'3w
OrMw! aeaw
apadblo". a1 tl'a Car r ac LLtaw lwnm�o..
Asad=-'anmanl Pan. a
AAtwea9m Io Cars
Dau_ -
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH • PLANS AUTHORIZED FOR CONSTRUCTION
Plain for the Proposed use haw been renewed for general mmlNunae wkh
BEFORE YOU DIG apyaable code, Thd limned review, and Oull ab e, Har caretnur on n not 10
STOP Ibe conudered fo represent n.total . .roti arlce oWn legal � id
devebprnen[ and cvnWaian. The property owner. deign cwwrkams and
tsntraetm are each respmsi6k fix canpWance wah all applicable City. State and
Federal II This Specht aurhonntion bedew is not a p«mk, nor shell 0 be
CALL 1-800-632-4949 ooruunaed to Pernik any VHdatw of City. Stare or F.Wai Law. AN Corntrucn0n
N.C. ONE -CALL CENTER must be m actor 1- with ON LK.I. State, and Federal Rules and Regulations.
Lf�
PROPERTY LINE
- -- EXISTING SANITARY SEWER
RICHT-OF-WAY
-a -PROPOSED SANITARY SEWER
ADJACENT PROPERTY
---- +EXISTING WATER LINE
- - - PROPOSED SETBACK
W- PROPOSED WATER SERVICE
EXISTING BUILDING
-F- 100 YR FLOODPLAIN (GIS)
--rs- LIMITS OF CONSTRUCTION
- - - - TOP OF STREAM BANK
-wAoc- LIMITS OF CONSTRUCTION/TREE
- • • - CENTERUNE OF STREAM
PROTECTION FENCE
------ EXISTING EASEMENT
- LIMITS OF CONSTRUCTION/SILT
-_--_--- PROPOSED UTILITY EASEMENT
FENCE/TREE PROTECTION FENCE
- MPOD BOUNDARY BUFFER
------ NEUSE RIPARIAN BUFFER
A WATTLE
EXISTING TREELINE
TRANSPORTATION FIELD
PUBLIC
STORMWATER
PLANNING/ZONING
URBAN FORESTRY
SITE ACCESSIBILITY
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Project No.:
2018.031
Issued For:
REVIEW
Issued Date:
02/12/2019
Drawn By: RLB
Checked By: TGZ
Sheet No.:
C1.0

Dm, Fnr.lnp. ID: S 19D. I7) lFCd10G6F FCC6.8C
l08LF i OF
SEWER
O
EXISTING SANITARY
SEWER MH
I � / RIM=264.52
0.95
INV N(SE) 5253.12
/ INV IN(SW)=250.97
\� EXISTING 20' I IOBLF f OF
SANITARY SEWER 1
\\ S
_JII
� II
AI•0
PROPOSED MH -2 RICH D CREEK EASEMENT �µN071%
-
--
FbfH•/s�Df,$q s ` 1 �y _ _ _ _ -- - - -
T2+00 s i+72
a 3
R100\ 28LF t OF
�ING 8' DIP
- _- _i -�-__� __ i --_. --- SEWEXISER MAIN 00.71%
PROPOSED MH -3
BDFFER� CONTRACTOR SHALL MATCH 231LF t OF 8' PVC
EXISTING GRADS WHEN SEWER MAIN 02.67%
BACK FILLING. NO GRADE
\ /CHANGED PERMITTED WITHIN EXISTING SANITARY
109LF t OF 01 DIP FLOOD PWN I SEWER MH
\ SEWER AWN 014.31% I I RIM OUT- 74
-145LF f OF V DIP 7
PROPOSED MH -1 I I INV OUT -254.07
//
SEWER \ p INV IN(NE)254.66
5.2NV N(SW)=255.
22014211%
z . .„,
�J
30'
10+00 11+00 12+00 13+00
SANITARY SEWER PROFILE
o SO ANI SIO
SCAIS: HORIZONTAL 1' - 30'
VEFMCAL 1' - 3'
TEMPORARY SEEDING SCHEDULE
SHOULDER SIDE DITCHES 5LOPE5 (3�i MAX.)
-DAA TYPE LBS.ACRE
ALG. 15-NOV. 1 TAIL FESCUE 300
NOVA -MAR. I TAIL FESCUE AND ABRUZZI RYE 300
MAR. I -PPR. 15 TAIL FESCUE 300
APR. 15 -JUNE 30 HULLED COMMON BERMUDAGRASS 25
JULY I -AUG. 15 TT FESCUE A�Q 125
BROWNTOP MILLET OR 35
'^ SORGHUM -SUDAN IDS 30
SLOPES (3:1TO 2:11
MAR. MUNE 1 SE)bCEA LESEUM 50
MAR. I -APR. 15 app TALL FESCUE 120
MAR. 1-IUNE 30 DR app WEEPING LOVE GRASS 10
MAR. I -JUNE 30 OR ADD HULLED COMMON 25
BERMUDAGRASS
TALL FESCUE 120
'^ BROWN MI 35
SORGHUM -SU SIR HYBRIDS 30
SEP. 1 -AMR. 1 SERCLA LESPEDESA 70
(UNHULLED-UNSCARIFlED)
gyp TALL FESCUE 120
NOV. I -MAR. I gyp ABRUZZI RYE 25
CONSULT S&EC ENVIRONMENTAL ENGINEERS FOR ADDITIONAL
INFORMATION CONCERNING OTHER ALTERNATNES FOR VEGETATION OF
DENUDED AREAS. THE ABOVE VEGETATION RATS ARE THOSE WHICH
DO WELL MINDER LOCAL CONDITIONS. OTHER SEEDING RATE
COMBINATIONS ARE POSSIBLE.
- TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR
DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY
COVER TO GROW 12' N HEKHT BEFORE MOWING, OTHERWISE
FESCUE MAY BE SHADED OUT.
TEMPORARY SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE
INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO SIX INCHES DEEP.
3. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS,
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LGE, FERTILIZER AND SUPERPHOSPHATE
UNIFORMLY AND MIX WITH SOL (SEE MIXTURE BELOW).
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM,
REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX
INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED
LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER
SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS
OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE.
IF STAID SHOULD BE MORE THAN 60% DAMAGED,
RE-ESTABUSH FOLLOWING THE ORIGINAL UME, FERTILIZER
AND SEEDING RATES.
9. CONSULT S3EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE
TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS
ESTABLISHED.
CONSTRUCTION SEQUENCE
1. OBTAIN A LAND DISTURBING PERMIT.
2. PRIOR TO BEGINNING CONSTRUCTION. CALL THE STORMWATER INSPECTIONS
REGIONAL COORDINATOR AT 919- 275-6461 TO SCHEDULE AN ON SITE
PRE-CONSTRJCrIDN MEETING.
3. INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES.
UMR CLEARING AND LOUD DISTURBING ACTIVITY TO THE AREA NECESSARY
TO INSTAL THE PERMITTED MEASURES.
4. CAL THE RAPID RESPONSE NUMBER [phone] TO SCHEDULE A
STORMWATER SITE INSPECTION.
5. UPON APPROVAL OF THE STORMWATER SITE INSPECTION, COMMENCE
PERMITTED LAND DISTURBING ACTMW.
6. GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
A FOR ALL MEAS OF MODERATE AND/OR STEEP SLOPES, PROMDE
TEMPORARY GROUND COVER IF THE SLOPE HAS NOT BEEN DISTURBED
FOR A PERIOD OF FOURTEEN (14) DAYS.
B. PROVIDE GROUND COVER SUFFICIENT TO RETRAIN EROSION ON ANY
PORTION" OF THE SITE UPON WHICH FURTHER LAND DISTURBING ACTIVITY
IS NOT BEING UNDERTAKEN WITHIN FOURTEEN (14) CALENDAR DAYS OF
TEMPORARY OR PERMANENTLY SUSPENDING LAND DISTURBING ACTMTY.
C. ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN
EROSION WITHIN FOURTEEN (14) CALENDAR DAYS FOLLOWING
COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR PRIOR TO
FINAL INSPECTION.
AGRICULTURAL LIMESTONE 2TONS/ACRE (3 TONS/ACRE
9 sraar:,l Fs®eMSFa�m
Or.Ir.�... a.aN►�a.w.kaa•
8, INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR
Naaa
INCREASE MAINTENANCE FREQUENCY WHERE APPROVED MEASURES FAIL
FERTILIZER CRE IG -10-10
TO PREVENT ACCELERATED EROSION, OFF-SITE SEDIMENTATION. OR
SUPERPHOSPHATE
MULCH 400 GALLONS/ACRE-SMAL
REPETITIVE NON-COMPLIARCE ISSUES.
nI.F..wNr.rrr011lrw
9. MODIFICATIONS TO APPROVED AND PERMITTED PLANS SHALL BE
ANCHOR ASPHALT EMULSION AT
APPROVED Or STORMWATER INSPECTIONS PRIOR TO REMOVAL OR
Maarw.l�al\aaa�aaYrawtt
INSTALLATION. CONTACT THE STORMWATER INSPECTIONS REGIONAL
rl....aa.atfwaaY.la.aa NNwarwa
COORDINATOR AT [phone] TO REQUEST AN INSPECTION AND
OBTAIN A SiDRMWATER INSPECTOR'S SIGN -OFF ON THE PLANS OR AN
APPROVED FIELD REVSON.
NEW STABILIZATION TIMEFRAMES
1.1
9 sraar:,l Fs®eMSFa�m
Or.Ir.�... a.aN►�a.w.kaa•
Tarda
Naaa
Hpn Donny waw lnDe/1>'wa.
Tdip
N.aa
aN��a�yy
Tye
nI.F..wNr.rrr011lrw
I� •.a..31wA1NN
WdW
Taaaalwaa.a.. tr.+a.lRrr,a4
Maarw.l�al\aaa�aaYrawtt
N�aa
rl....aa.atfwaaY.la.aa NNwarwa
BEFORE YOU DIG
STOP
CALL 1-8180-632-4949
, N.C. ONE -CALL CENTER,
Public
Sewer Collection / Extension / Extension Sys
Ila Cry a R.I.gh anawe. b - aa.,sam coo waNllol a M
Pry. I.tlAc .eaw WV Mewaan-pt ThamWtlYarra
Cmaelaaon I sp o a ulwd b "CRY 0 tht4 UWW= NW
.1v1a.r0. vM alradAuaaa a aw CIO'. AAaa Uwe IMNisll
Gy a R.MINh
PWa. UTAM. D111Rrt-t P.n.a a
A�_ b CmaWa _
Vaal
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER, SEWER,
MID/OR REUSE. AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR CONTACTING THE
PUBLIC WORKS DEPARTMENT AT [phone], AND THE PUBUC UTUTIS DEPARTMENT
AT [phone] AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OF
THEIR CONSTRUCTION.
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNING CONSTRUCTION,
WILL RESULT IN THE ISSUANCE OF MONETARY FINES, AND REQUIRE REINSTALLATION OF
ANY WATER OR SEWER FACILITIES NOT
INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE.
FAILURE TO CALL FOR WSPECTION, INSTALL A DOWNSTREAM PLUG, HAVE PERMITTED PLANS
ON THE JOBSITE, OR ANY OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF RALEIGH.
10. MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD
WORKING ORDER. SILT FENCE, INLET PROTECTION AND OTHER SIMILAR
MEASURES MUST BE CLEARED OUT BEFORE THEY ARE HALF FULL.
CLOGGED STONE FILTERS MUST BE REFRIEHED/REPIACCED. SILT FENCE
CAN NOT HAVE HOLES OR TEARS.
11. ONCE GRADING IS COMPLETE AND THE SITE IS STABILIZED. CAL THE
STOFBLWATER INSPECTIONS REGIONAL COORDINATOR AT (919) ZM-6461
TO REQUEST AN INSPECTION AND OBTAIN APPROVAL TO REMOVE
TEMPORARY MEASURES. DO HOT REMOVE TEMPORARY MEASURES
WITHOUT PRIOR STORMWATER INSPECTOR APPROVAL
12. ONCE GRADING IS COMPLETE, TEMPORARY MEASURES ARE REMOVED, THE
SITE IS STABILIZED, AND AL PERMANENT STORMWATER IMPS RAVE BEEN
CERTIFIED AND APPROVED, CALL THE RAPID RESPONSE NUMBER (919)
857-4412 TO SCHEDULE A STORMWATER FINAL INSPECTION. FULL
STABILIZATION ON THE ENTIRE SITE IS REQUIRED IN ORDER TO OBTAIN A
CEIMFCATE OF OCCUPANCY.
13. ONCE THE STORMWATER FINAL INSPECTION IS APPROVED, CLOSE THE
GRADING PERMIT AND OBTAIN A CERTIFICATE OF COMPETITION.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Pla for the propmed um flaw been renewed for general mmpaame wnh
appkAW codec Thn Amned renew, and and-atim for corntructron is r -t to
be convdwed to rept total com0wrica with al lepI requirements for
deVelopr-t and -trWoon. The property owner, design cmwNarrtt and
comractnes aro each -ponslbla for cwryiarrt with all apoicade City. State and
Fedxal laws. This gwdk autt- ratim bWm is not a permit, nor shall 0 be
tmstnxd to pam1l any violation of City, State or FadwW Law. AI Co trlutb
must ben -.to-. whh all L.W. State. and Federal RNlet and Rerylatbns.
TRANSPORTATION FIELD
PUBLIC UTILITIES
STORMWATER
PLAN NING/ZONING_
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
`o
W
U_
Lo
L.LJ c' CV
Z a
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Project No.:
2018.031
Issued For:
REVIEW
Issued Dote:
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Drown By: RLB
Checked By: TGZ
Sheet No.:
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Issued Dote:
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Checked By: TGZ
Sheet No.:
C2.0

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STANDARD UT)LfTY NOTES
1. ALL MATERIALS h CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CRY OF RALEIGH DESIGN
STANDARDS. DETAIL A SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK. CURRENT EDITION)
2. UTIUIY SEPARATION REQUIREMENTS:
A) A DISTANCE OF IW SHALL BE MAINTAINED BETWEEN SANITARY SEWER h ANY PRIVATE OR PUBLIC
WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESET? MR USED AS A SOURCE OF DRINKING WATER. IF
ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE
SPECIFIED A INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL
NOT BE LESS THAN 25FROM A PRIVATE WELL OR 50' FROM A PUBIC WELL
B) WHEN INSTALLING WATER A/OR SEWER AWNS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL
BE 10. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONOMNS, THE VARIATION
ALLOWED IS THE WATER MAN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT
LEASE 18'ABOVE THE TOP OF THE SEWER h MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR.
ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER
C) WHERE R IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES
OVER A WATERMAN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10 ON EACH S1DE OF
CROSSING MUST BE SPECIFIED R INSTALLED TO WATERLINE SPECIFICATIONS
D) S.O MINIMUM HORIZONTAL SEPARATION IS REWIRED BETWEEN ALL SANITARY SEWER A STORM SEWER
FACILITIES. UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER
E) MAINTAIN 18'MIN. VERTICAL SEPARATION AT ALL WATERMAN A RCP STORM DRAIN CROSSINGS;
MAINTAIN 24" MN. VERTICAL SEPARATION AT ALL SANITARY SEWER h RCP STORM DRAIN CAOSSNGS.
WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY IOP MATERIALS A A CONCRETE
CRADLE HAVING 6' MIN. pFARANM (PER CORPUD DETAILS W-41 k 5-49)
F) ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER h SEWER FACILITIES WITH MAN. VERTCAL
SEPARATION REWIRED
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO RENEW A APPROVAL OF AN AMENDED PLAN h/OR PROFILE BY
THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER A SEWER SERVICE TO EXISTING RESIDENCES h BUSINESSES
THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SMALL BE PRECEDED BY A 24
HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT
5. 3.O MNMUM COVER IS REOUIRED ON ALL WATER MAWS h SEWER FORCEMAINS. 4.0' MINIMUM COVER IS
REQUIRED ON ALL REUSE MAWS
6. R IS THE DEVELOPERS RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER R SEWER SERVICES NOT BEING
USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAN h REMOVAL OF SERVICE FROM ROW OR EASEMENT
PER CORPUD HANDBOOK PROCEDURE
7. NSTALL Fi COPPER WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2' WATERLINE
EASEMENT MMEDIATELY ADJACENT. NOTE: R IS THE APPLICANT'S RESPONSIBILITY TO PROPERLY SIZE THE
WATER SERVICE FOR EACH CONNECTION TO PROMDE ADEQUATE FLOW h PRESSURE
8.INSTAL 4' DP SEWER SERVICES 0 to% MINIMUM GRADE WITH CIFANOUTS LOCATED AT ROW OR
EASEMENT UNE A SPACED EVERY 75 LINEAR FEET MAXIMUM
9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SEFNICIES EXCEEDING 80 PSI; BACKWATER VALVES ARE
REQUIRED ON ALL SANITARY SEWER SERVICES HANNG BUILDING DRAINS LOWER THAN 1.O ABOVE THE NEXT
UPSTREAM MANHOLE
10. ALL ENVIRONMENTAL PERMITS APPUCABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE
&/OR FEIA FOR ANY RIPARIAN BUFFER, WETLAND s/OR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO
CONSTRUCTION.
11. NCOOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING AWN
EXTENSIONS Nk SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TI) CONSTRUCTION
12. GREASE INTERCEPTOR / OL WATER SEPARATOR SIZING CALCULATIONS A INSTALLATION SPECIFICATIONS STALL BE
APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING PERMIT.
CONTACT TM BEAS.EY AT [phone] OR TMOINY.BEASEYORM-DGFMNC.GOV FOR MORE INFORMATION
13. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARD
INVOLVED AS LUSTED IN APPENDIX -El OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH CAROLINA.
THESE GUOEUNES ARE THE MINRIUM REOUIREMENTS. THE DEVICES SHALL MEET AMERICAN SOCIETY OF
SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL
UST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC TESTING THEREAFTER) IN
ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS OR THE LOCAL CROSS -CONNECTION CONTROL
PROGRAM, WHICHEVER IS MORE STRINGENT. CONTACT JOANIE HARTLEY AT [phone] OR
JOAME.HARREYORALFIGHNC.GOV FOR MORE INFORMATION
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CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plain for the proposed um hove been renewed for general compliance with
_ppl,-h- code. Thi Mmioed review, and authorization for construction is not to
in m - to raptle,t total compliance with a1 lagal requirements for
devdopneht &,A calaDuchon. The property owns, design consultims, and
contractor are each responsible for corr"Mmar with all applicable City. State and
Federal lawn. This speoft -thariration below, is not a permit, nor shall - W
conarued to permit any violation of CdA. Slate or Federal Law. ASI Constructdn
must be in accordance with all Local. State, and Federal Rules and Regulations.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING/ZONING
URBAN
SITE ACCESSIBILITY
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Project No.:
2018.031
Issued For.
REVIEW
Issued e:
02 12/2019
Drawn ": RLB
Checked By- TGZ
Sheet No.:
C2.1