NC0090000_Site Mitigation Plan Quarterly Report_20240802

Colonial Pipeline Company
Jeff Morrison RECEIVED
Environmental Program Manager,Remediation
July 30, 2024 AUG 0 2 2024
Via Email Delivery
NCDEQ/DWR/NPDES
North Carolina Department of Environmental Quality
Division of Water Resources—Water Quality Permitting Section NPDES
1617 Mail Center Service Center
Raleigh, North Carolina 27699-1617
Re: Site Mitigation Plan Quarterly Report 2Q 2024 (April 2024—June 2024)
Colonial Pipeline Company—2020-L1-SR2448/Pipeline ROW Release
NPDES Permit No. NC0090000
Huntersville, Mecklenburg County, North Carolina 28078
To Whom it May Concern,
As required by National Pollution Discharge Elimination System (NPDES) Permit No.
NC0090000, Section A.9.b.(ii) effective August 1, 2023, Colonial Pipeline Company (Colonial) is
submitting this Site Mitigation Plan Quarterly Report 2Q 2024 for the time period of April 2024 —
June 2024 in connection with the Huntersville-Concord Road (State Road 2448 [SR 2448])
pipeline release located in Huntersville, Mecklenburg County, North Carolina. At the time of this
submittal, the Town of Huntersville and Colonial have finalized the requirements to the civil and
landscaping plans to obtain the necessary approvals for site development. Colonial has
included the Revised Site Mitigation Plan as Attachment B to this quarterly report. Colonial
anticipates that the next quarterly report (Site Mitigation Plan Quarterly Report 3Q 2024) will be
submitted in October 2024.
If you have any questions or concerns regarding the attached Site Mitigation Plan Quarterly
Report 2Q 2024, please do not hesitate to contact me at (770).819.3566.
Respectfully,
jje-DAL,,_
Jeff D. Morrison
3925 Anderson Farm Road,Austell,Georgia 30106
colpipe.com I Follow us: 0000

TR c 114 Edinburgh S.Drive,Ste.200 T 919.827.0864
Cary,NC 27511 TRCcompanies.com
July 30, 2024
Mr. Jeff Morrison
Environmental Program Manager, Remediation
Colonial Pipeline Company
3925 Anderson Farm Road
Austell, Georgia 30106
Re: Colonial Pipeline SR 2448/Pipeline ROW
NPDES Permit No. NC0090000
Site Mitigation Plan Quarterly Report 4Q2024
Huntersville, North Carolina
Dear Mr. Morrison:
This Quarterly Site Mitigation Report for reporting period April 2024—June 2024 (2Q2024) has been prepared as
required by National Pollution Discharge Elimination System (NPDES) Permit No. NC0090000, Section A.9.b.(i) for
the Colonial Pipeline Company (CPC) Huntersville-Concord Road (State Road 2448 [SR 2448]) pipeline release
site located near Huntersville, Mecklenburg County, North Carolina (Site).
The on-site water treatment system construction has not yet begun, and the system is therefore not operational at
this time. As such, there are no nuisance conditions (noise, odor, or vapors) associated with water treatment that
need to be mitigated at this time.
As required by the Town of Huntersville (Town), a series of figures were submitted to the Town on
November 14, 2023, and March 22, 2024, to obtain the necessary permits and approvals for site development,
including assemblage of the groundwater treatment components that are required to comply with NPDES Permit
NC0090000. On April 9, 2024, CPC was notified by the Town that additional modifications were necessary. The
requested modifications were implemented by CPC and the project was approved by the Town on May 2, 2024.
Following receipt of the Town's approval, CPC requested a modification to the existing Land Disturbance Permit
(MECK 2023-030)originally issued by the North Carolina Department of Environmental Quality (NCDEQ) on
February 28, 2023. A set of the Town approved plans and stormwater report, along with the signed Financial
Responsibility Form, were delivered to NCDEQ on May 20, 2024, for review, and approval was issued on
June 3, 2024. Following NCDEQ approval of the modification, the Notice of Intent and permit fee were submitted to
NCDEQ. The Certificate of Coverage (COC)was issued by NCDEQ on June 25, 2024, and CPC submitted a copy
to the Town for final approval on June 26, 2024. A copy of the COC is provided in Attachment A.
A Revised Site Mitigation Plan which includes the final approved drawings is being provided as Attachment B to
this quarterly report.
If have any questions or require additional information, please do not hesitate to contact me at [phone] or
by e-mail at cmacionus(a.trccompanies.com.
Sincerely,
Chelsea Macionus
Project Manager

Attachment A

ROY COOPER +
Governor
�71. a:
w att g 1
ELIZABETH S. BISER a?
�InCY
Secretary
WILLIAM E.TOBY VINSON,JR. NORTH CAROLINA
Environmental Quality
Interim Director
June 3, 2024
LETTER OF APPROVAL WITH MODIFICATIONS
Colonial Pipeline Company
Attention: Chip Little
PO Box 1624
Alpharetta, Georgia 30009-9934
RE: Project Name: Colonial Response
Project ID: MECKL-2023-030
Acres Approved: 7.92
County: Mecklenburg
City: Huntersville
Location: Huntersville-Concord Rad
River Basin: Yadkin Pee-Dee
Stream Classification: C, Other
Submitted By: TRC Engineering, Inc.
Date Received by LQS: May 20, 2024
Plan Type: Revised
Dear Mr. Little:
This office has reviewed the subject erosion and sedimentation control plan. We find the plan to be
acceptable with modifications and hereby issue this letter of Approval with Modifications. The
Modifications Required for Approval are listed on the attached page. This plan approval shall expire three
(3) years following the date of approval, if no land-disturbing activity has been undertaken, as is required
by Title 15A NCAC 4B .0129.
As of April 1,2019, all new construction activities are required to complete and submit an electronic
Notice of Intent (eNOI) form requesting a Certificate of Coverage(COC) under the NCG010000
Construction General Permit. After the form is reviewed and found to be complete, you will receive a link
with payment instructions for the $120 annual permit fee. After the fee is processed, you will receive the
COC via email. As the Financially Responsible Party shown on the FRO form submitted for this
project, you MUST obtain the COC prior to commencement of any land disturbing
activity. The eNOl form may be accessed at deq.nc.gov/NCG01. Please direct questions about
the eNOI form to the Stormwater Program staff in the Raleigh central office. If the owner/operator of this
project changes in the future, the new responsible party must obtain a new COC.
Title 15A NCAC 4B .0118(a) and the NCGOI permit require that the following documentation be kept on
file at the job site:
North Carolina Department of Environmental Quality I Division of Energy.Mineral,and Land Resources
Mooresville Regional Office 610 East Center Avenue.Suite 301 Mooresville.North Carolina 28115
w �.w 704-235-2100

Letter of Approval with Modifications
Colonial Pipeline Company
June 3, 2024
Page 2 of 3
1. The approved E&SC plan as well as any approved deviation.
2. The NCGOI permit and the COC, once it is received.
3. Records of inspections made during the previous 30 days.
Also, this letter gives the notice required by G.S. 113A-61.1(a) of our right of periodic inspection to
ensure compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Act is performance-oriented, requiring protection of
existing natural resources and adjoining properties. If, following the commencement of this project, it is
determined that the erosion and sedimentation control plan is inadequate to meet the requirements of the
Sedimentation Pollution Control Act of 1973 (North Carolina General Statute 113A-51 through 66), this
office may require revisions to the plan and implementation of the revisions to ensure compliance with the
Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and State water
quality laws, regulations, and rules. In addition, local city or county ordinances or rules may also apply to
this land-disturbing activity. This approval does not supersede any other permit or approval.
Please note that this approval is based in part on the accuracy of the information provided in the Financial
Responsibility Form, which you provided. You are requested to file an amended form if there is any
change in the information included on the form. In addition, it would be helpful if you notify this office of
the proposed starting date for this project.
Your cooperation is appreciated.
Sincerely,
CDoeuSigned by:
, IlicaglutiLin,
ACFA8B7EC14A463...
Michael MacIntyre, PE
Assistant Regional Engineer
Land Quality Section
MM
Enclosure: Certificate of Approval
Modifications Required for Approval
NCGO 1 Fact Sheet
c: TRC Engineering, Inc.
Attention: Robert Moser, PE
1429 Rock Quarry Road, Suite 116
Raleigh, NC 27610
D�
' E c14,
North Carolina Department of Environmental Quality I Division o f Energy.Mineral.and Land Resources
Mooresville Regional Office 1610 East Center Avenue,Suite 301 Mooresville.North Carolina 281 l5
a..a
Pe....mxfAirOM wtOeey Jed 704-235-2100

Letter of Approval with Modifications
Colonial Pipeline Company
June 3, 2024
Page 3 of 3
MODIFICATIONS REQUIRED FOR APPROVAL
Project Name: Colonial Response
Project ID: MECKL-2020-030
County: Mecklenburg
Reviewed by: Michael Maclntyre, PE
1. The low spot on the south side of Huntersville-Concord Road(see the 714' contour line) needs
erosion control measures for the disturbance along the road and the proposed sidewalk. Measures are
needed for the entire frontage improvements to prevent offsite sediment.
2. Ensure silt fence has wrapped corners (turn ends uphill) to prevent sediment from escaping from one
end of the silt fence.
3. Additional measures may be required-The applicant is responsible for the control of sediment on-site. If
the approved erosion and sedimentation control measures prove insufficient, the applicant must take
those additional steps necessary to stop sediment from leaving this site. [15A NCAC 4B .0115]
Ref: G.S. 113A-54.1 through G.S. 113A-57
Sections 15A NCAC 04A.0101 through 15A NCAC 04E.0504
General Permit NCG 010000 NPDES for Construction Activities
North Carolina Department of Environmental Quality I Division o f Energy,Mineral,and Land Resources
ftEN 9—
Mooresville Regional Office!610 East Center Avenue,Suite 301 Mooresville.North Carolina 28115
104-235-2100

Certificate of Coverage
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL. AND LAND RESOURCES
GENERAL PERMIT NO. NCG010000
NC Reference No. NCG01-2024-1806
Certificate of Coverage No. NCC241806
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations
promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water
Pollution Control Act, as amended.
Colonial Pipeline Company
is hereby authorized to discharge stormwater associated with CONSTRUCTION ACTIVITIES to surface waters of North
Carolina from a site located at:
Colonial Response
14108 Huntersville-Concord Road
Huntersville
Mecklenburg County
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in N.C. General Permit
No. NCG010000.
This Certificate of Coverage is affiliated with E&SC Plan Project No.MECKL-2023-030
This Certificate of Coverage shall become effective 6/25/2024.
This Certificate of Coverage shall remain in effect until rescinded or expired.
This Certificate of Coverage will expire on the anniversary of its effective date unless it is renewed by payment of the
annual administration and compliance fee.
tit
i tif/1 `r//
William E. Vinson, Jr., PE, CPESC, CPM, Interim Director
Division of Energy, Mineral, and Land Resources
By the Authority of the Environmental Management Commission

Attachment B

:`, TIRc 114 Edinburgh S.Drive,Ste.200 T 919.827.0864
� Cary,NC 27511 TRCcompanies.com
July 30, 2024
Jeff Morrison
Environmental Program Manager, Remediation
Colonial Pipeline Company
P P Y
3925 Anderson Farm Road,
Austell, Georgia 30106
Re: Colonial Pipeline SR 2448/Pipeline ROW
NPDES Permit No. NC0090000 Revised Site Mitigation Plan
Huntersville, North Carolina
Dear Mr. Morrison:
Enclosed is the revised version of the Site Mitigation Plan (SMP) as required by National Pollution Discharge
Elimination System (NPDES) Permit No. NC0090000, Section A.9.b.(i) for the (CPC) Huntersville-Concord Road
(State Road 2448 [SR 2448]) pipeline release site located near Huntersville, Mecklenburg County, North Carolina
(the Site).
• The enclosed drawings have been developed by TRC Environmental Corporation (TRC) and AECOM
Technical Services for Colonial Pipeline Company (CPC) and submitted to the Town of Huntersville (the
Town) to obtain the necessary permits and approvals for site development. Final approval was received from
the Town during a meeting held on July 10, 2024. Included in the enclosed drawings being submitted as the
SMP are the following items:
• Proposed Site Plan (Sheet 3)—Depiction of existing features, proposed groundwater treatment system
location, proposed stormwater control measures, and proposed landscaping areas.
• Grading and Drainage Plan 1 (Sheet 12)—Depiction of proposed drainage features and construction
specifications for the southeast portion of the Site.
• Grading and Drainage Plan 2 (Sheet 13)—Depiction of proposed drainage features and construction
specifications for the portion of the Site south of Huntersville-Concord Road and north of the groundwater
treatment system.
• Grading and Drainage Plan 3 (Sheet 14)— Depiction of proposed drainage features and construction
specifications for the south-central portion of the Site.
• Driveway Sight Distance Plan (Sheet 15) —Depiction of sight distance along Huntersville-Concord Road from
the proposed driveway.
• Overall Site Plan (Sheet LOO)—Depiction of proposed vegetative planting areas throughout the Site.
No nuisance conditions resulting from the operation of the groundwater treatment system such as noise, odor, or
vapors are anticipated to be present at the Site; consequently, no additional mitigation measures are planned to
be installed or implemented at this time.
Should you have any questions or require additional information, please do not hesitate to contact me at (845)-
853-5388 or by e-mail at cmacionus(o�trccompanies.com.
Sincerely,
Chelsea Macionus
Project Manager

'1-hniernine
1
reviewcarried out-- / LEGEND
Plan Sheet Is Par,Of The based tthis
on the information / /
proVIdee by the design engineer. /// EX COLD"
Overall Approval 4s Of The hln review was done using the WITHIN- y LINE TYPES
• Following Date 5C2/2024 wnl RNm acceptable standards or r /
the applicable lunsdlct°n. / / ---PROPERTY LINE
—LAND LOT LINE
/( V EX.DRIVEWAY TO GRAVEL AREA TO REMAIN IN PLACE. X EXISTING FENCE LINE
C 0 M 5 0 0 013 TO BE ADJUSTED ACCORDING TO COMMERCIAL TYPE 75 EXISTING STORM DIVAN
I ENTRANCE GATE IV DRIVEWAY ENTRANCE STANDARDS. EXISTING COLONIAL PIPELINE
` 1 SEE LANDSCAPE PLAN
/-I-` All,^1.1�lf(11(G L E(1�1) 2 SEE LANDSCAPE PLAN TREE SAVE AREA
PROPOSED TEMPORARY SITE FENCE--- _ FOR DETAILS y� FOR RIGHT-OF-WAY
SEE LANDSCAPE PLAN FOR DETAILS I !r'IR( 11 ()IL)-1()1() PROPOSED TEMPORARY SITE LZ \. PLANTING PLAN EXISTING CONTOUR
CONTOUR
R LINE
` I)11 I�()I1 Pr, 51)1) FENCE SEE LANDSCAPE C� a - ---- 70g' PROPOSED ONTOUR
L rAPPRO%.NPDES (t - I EXISTING GRAVEL PARKING
"'s'= SEE LANDSCAPE PLAN �L) EXISTING DRNEW PLAN FOR DETAILS'u ,Poffs
A-1 /t(;'1' / DISCHARGE LOCATION _ -
FOR RIGHT-OF-WAY TO BE REMOVEDPROPOSED GRA L
BONDED ROADSIDE DITCH--1 PLANTING PLAN ,�;o RC n -r UNDER PERMITGRAVEL
BONDED SIDEWALK .- EXISTING„K •rI„,,,,,✓ l ) I / _ — -iG_ - -- ———— TREE SAVE AREA
`. DRIVEWAY, ..� �1O�n`l• .. I-ryx i _ �.�,. _� TREE PROTECTION FENCING
__ ----� _ -- O o SINE FENCE
�-EXISTING 1 :._. _ EXISTINGr ERS ILLE'�4N�Q�R'9A0 A'•� ,.- 47 I.
HUNT— -Y _ __ e. •— WEXISTING ° - _RARER/ENT
DRIVE WAY \', _ GATE _ _ _ -. ...-
}.�1�_,�''
.�. �. .. -_ �_. UTt$ySl3-x.`S`3'" >. '�
�)_-i -ExwnNG �-- ■ _ a_ IA�,,-FTsia.WEAV-P r -- ` — _ --
HOUSESITE DATA TABLE:
�J`- I GATEimikM, �= - - PROPOSED 4_ 1
- J - _ �Aave: 'NATURAL GAS LINE -- - �'4r �� ` > STORMWATER DRY `:
�� _ - {yyyr \ 1 ~ Tool Area I wn 30.009 ACRES/1,30'2190 SQUARE FEEL
■ 7 - u -1,\ �! E ISTING U G ELEC.LINE I 1- JOINT.�'�^ ) Y IW S.-1- t 1O POND N ava.M S 4 F
- _ -.1' - - ~ )•' -..0 'o, I., 25'x Tao. I f I C EASEMENT . .. I Q ApPrRYee DIaW rhea Are( s.W / ) SQUARE FEET
__ _ �_ __ >. _MsFeLL
r it `•6V15 "': � I" _ \ 'Jat'Y FOR I41 10'%20' W ELEC.!GAS-+.� I,,,: _ ZIP\ DE O River Baln YADKIN
_ SWDT 20-FOOT �'
MAI IeN)
.L 1 y 58 EA wt 920 ACRES 13M 97
_ �_r�_-__ ,( yp .— — - E %AC+K L� \ VEHICLE PARKING SPACES j 2: m�S. �iT `,r/,) 65i'R 11 y E� Stream clesslRollon SOUTH PEE DEE
�..• !y - _ RT^- 'SEE LANDSCAPE PLAN W _ 1' _ WN SOUTH PRONG CIAFME CREEK-C-
-
_ FXI.TING a I- General Zoning WU
+:- --c a.
����.a�� SIDEWALK Fa-TREE PRESERVATION, •I ' Q - Qv
15»b"- �� .-- \ /3\ HO SE EASEMENTS{ REE SAVE AREAS,AND —�— ZO'x 7S' I 6 Qte� I BP,M T ) NIA
v SIDEWALK `-/ ' 20 P UQ nB Yoe 12.D.ANdo 3.4 sM B.10
BUFFERS.(TYPICAL)/ 2 ._ - 1'ASEMEC QQ ' m " Qa Zoning DlaMe(2 O.Article 3) TR(TRANSITIONAL RESIDENTULL)
l EASEMENT s a • / EASEMEN v 6 I ( I _
/(\1 O 3 �L+�,, = v 'y- mrt
' P D I Y DeeIc111 apIAOOIC IAM1de 3ZOJ WA
V r- / RESERVATION OF �\/ PROD DISCHARGE LINE L I 11 I N / 1 ( I µ Im PrinryN Uses(s)(20 AnN•3) ESSENTIAL SERVICES
EXISTING RIGH-OISWAY { ( .' ply tOP - L IT CmM.. .I Uva Sw RARGB ESSENTIAL SERVICES 182
q// TERRACED BERMS /s. ORE I PROPOSED PACKAGE ( )
1j1 GARAGE t ` f f� SIDEWALK
`�/ \ `y J u, '� I _ TREATMENT COMPOUND ` ° !Tempt.Accessory Lgaa �CELL �OWEIp CLEARING
S,
I IXISTING- `` EASEMENT 543 ' ' / ). jt
/-' _ _ — APPROX.EQUIPMENT BOUNDARY
\ HOUSE \ / _ E.PETRNGSS.SO SOTOfWGE Y
J� \\1' I ,{ SUBJECT TO CHANGE.
11 -� N. Q t y'`,� 1/ V k EXISTING--_y/ °' I I _4• PROPOSED ROLLOFF LOCATION SHbcb and Buile.e9r we OAHKM 3.4 Y.
\ EXISTING_ \ `�1 ``�1�1//��'XIII�I ` - RECOVERY TANKS I -- I , ..-__ -�L R )
/ �i\/ SHED
fi R // I i I 1 O I �1111 STORMWATER DRY a (�r Fmnl ]O FT 3]S la)Rk. --_-- _—
\ /--!{I, �1 I I�� POND SWDI 1 Cana(n) N/A
�IXISTING ` �- O ° 1 1.'1 PROPOSED GRAVEL �. Meer ffiFT
11 ` /./ SHED / /F.. 1 _ 0 O �l t -EQUIPMENT AREA �� Leh Side Yard _-_ SET -
1' EX TREE LIE -EXISTING II 'I A-- - 1 �I r APPRO%-2,000 S.E C Right Side Tate MET
LT.
, \ SEE LANDSCAPE PLAN FOR TREE ? ANIMAL PEN -/- _ 7 1 y
11 ��PRESERVATION.TREESAVE I // / �' '' •
r ' /� STORMWATERDRY I\ RESERVATION OF RIGHT-OF-WAY:
1 `�\ AREAS.AND BUFFERS.(TYPICAL) `J / \ / I
-_It 1/ \ �\�(O _ PONDARGE
-'� , •'F ✓ ,•-i trE `DISCHARGE LOCATION
i f 1 N.
\i/ _� STO D1 10-FOOT
DRY POND-�T� F. J • -'� `� / I
T SWDT 10-FOOT OFFSET !/ •
/ -Y,I/ I F ITIIRE SIDEWALK EASEMENTS BONDED
\ H—EXISTING Q ACCESS EASEMENT
- -�4 ]. I RESERVING RIGHT-OF-WAY. SIDEWALK EASEMENT WILL NEED TO BE
p ` ( SHED � / TREE SAVE AREAS EXIS COCUMENTED BY A RECORDED PLAT,WHICH WILL REQUIRE REVIEW AND APPROVAL
\ 1 / -- - \J 's , 1 F / (TYPICAL) 1 DRIVEWAY DY THE TOWN OFHUNTERSVILLC PRIOR TO ISSUANCE OF BUILDING PERMITS
S -\ \_/ < -_ / ? / / 11 \ „n' " MECHANICAL EQUIPMENT AT GROUND LEVEL SHALL BE PLACED ON THE PARKING LOT
O- SIDE OF LEGALBUILDING AWAY FROM BLIILDIN 5 ON ADJACENT SITES.
/ ,40 / , S STREET LEVEL WINDOWS SHOULD BE VNTN TED TINTED GLASS WITH A MINIMUM
C. EXISTING VISUAL LIGHT TRANSMITTANCE FACTOR OF 3515 REMITTED.MIRRORED OR
€w �1L}C"��- SHED �Li / I I '� / / REFLECTIVE GLASS IS NOT PERMITTED IN ANY LOCATION.
�w -JJ\ r E)(ISTING� T / \ 1 G TRAFFIC CONTROL PLANS SHOWING SIGNAGE AND PAVEMENT MAKINGS SHALL BE
/NT
/ 1 (I, / PREPARED W ACCORDANCE WITH THE GUIUANCC OF THE MANUAL ON UNIFORM
jN O ' _ m CQ �PIFTAINE COMPANY BARN ` ( \ TRAFFIC CONTROL DEVICES.THE DEVELOPER IS RESPONSIBLE FOR THE INITIAL
3 INSTALLATION OF THE DEVICES CN MARKINGS ANC THE MAINTENANCE THEREOF
y\ PBW01921240 / I / _
EET FOR MAINTENANCE
g0 Q` II Rtoty2l2ur `/ / ) / 7 WHEREVER USED,FENLCES AND WALLS SHOULD BE CONSTRUCTED TO MATCH THE
4n \ PIWD1P 2121P /
I (I • ARCHITECTURAL DETAIL OF THE GAIN BUILDING(S)
DB 3Ai93 PG ALBS ` /
?OE i0.ANSIrIONM P6BX:NTIAL pLSThCT RR 1
115E fSSBTIA SERV'ICeS 1 /i ^✓'.v -`�v�r i�iWY��.
I; CONOMPW USE,ESSENTIAL SERVICES I AND: \ J\/
tt. / SIDEWALK EASEMENT NOTES: I
ILA ' // / ' I 1 THE SIDEWALK SHOWN IS TO BE BONDED.
_ /! 2. SIOfMALK MEANDERS WILL OCCUR AT LOCATIONS WHERE EXISTING SPECIMEN •
�t / / ,J \/ \\I Boum. msrs wvn wev TREES ARE TO PRESERVED THESE PORTION OF BONDED SIDEWALK ARE TO BE
` •
/ / // f vaMOW ns ABC M.ac SEtxd«t �\ PL�EOIN PERMANENT WSAN REMAI EDGE SO T SIDEWALK TREE ME THE
AREA
op EXISTING TREEB FOLLOWS AND REMAINS OUTSIDE OF THE TREE SAVE AREA LINE.
EX.TREE LINE-/ LUt L 3. SIOCWAK EASEMENTS SA.SJ3,AND SC SHOWN INCLUDE THE MEANDERED •
iF , / / / SEE LANDSCAPE PLAN Z SIDEWALK LOCATED OUTSIDE OF THE RESERVED RIGHT-0E-WAY LINE.DELINEATED
H� 1t` FOR TREE PRESERVATION, EASEMENT SONDARIES ENCLOSE THE AREA BETWEEN RESERVED RIGHT.DF.WAY
ur \ 11 / � / TREE SAVE AREAS,AND Y '— LIVE AIDAI-FOOT OFFSET FROM TIE RACK OF SIDFWnIN
rc ( BUFFERS.(TYPICAL) V -. 2
/ Q
�� N �\\ / .q m ��q � GRAVEL SURFACE DETAIL
\ Y U) CUT SECTION
w "\ 25'SFr / / DI
4.4
9= �. v / / /
m \ l Q 0 SW MUR7@4 SIDEWALK PEVISIONSIDEWALK EASEMENTS ADDED BC
\ / / / -- _25'SETBACK LINE- —�—-- NM ,W1200 TREE SAVE AREAS THE POND ACCESS EASEMENT BC
_ I NM Nov Oa IAYOTPEt�SHMI,TREE SAVE AREAS BC
\ �� ND, BY DATE REVISION APP1).
\ �y
/ _/_ _��� nLOIEv:
Xi \ - ILL !L SR24481PIPELJNE ROW INCIDENT NO.95827
> / ��_ •
,tttHr11 �,ti�e� COLONIAL SITE RESTORATION
f / � / • S/0 7
/ y - PILE:
�U / CONTROL CORNER a SEAL
N r. / - 021722 PROPOSED SITE PLAN
TOWN OF MNTTIRSVILE STANDARD NOTE / r N.609,,20./8 'P
INSPECTIONS SHALL BE CONDUCTED AS PRESCRIBED BY THE MAINTENANCE COVENANT ADDITIONAL INSPECTIONS MAY BE CONDUCTED BY THE TOWN OF MIINTERSVLLE ON I,2O7 7S �j5 &4.7w.g1(ro��4sse MUM.BY L.COOK RDUl O 459111.00(10.0000
NOT
POSSIBLE VVIOLATIONS;NSPECTIONS OF OHUJNAGF BD 45WS OR AREA3�1f]W1EtED ASR H ER TWJJ TYRICALI RMAnFS OF ODDMEBASED NT OR OTHER COHTAIOINANTS ORTICE OF
YI,,I Wje,, uu, ONCM1 M. C.VADE2
POLLUTANTS.INSPECTION OF BUSINESSES OR INDUSTRIES OF A TYPE ASSOCIATED WITH HIGHER THIAIJ USUAL DISCHARGES OF CONTAMRANTS IN POLLUTANTS OR WRH ' �M(�J/✓l� AW®BY. B.CLAP SHEET 3
DISCHARGES OF A TYPE WHICH ARE MORE LIKELY THAN THE TYPICAL DISCHARGE TO CAUSE VOLATONS OF STATE ORFFRFRBI WATER QUALITY STANDARDS OR THE NPDES /J..,')-' {'- P BATE p®RUAT2023
I� STORM WATER PERMIT;AND JOINT INSPECTIONS MOO OTHER AGENCIES INSPCCTNG UNDER ENVIRONMENTAL AND SAFETY LAWS.INSPECTIONS MAY INCLUDE.BUT ARE NOT `\.11i /99- c.M
iw LIMITED TO:REVIEWING MAINTENANCE AND REPAIR RECORDS.SAMPLING DISCHARGES,SURFACE WATER,GROUNDWATER,ANDMATpBAL OR WATER W BAPS;EVALUATING THE \ 1429 Rock Dually Road,Spite 116
(XINOTIONS OF BARS ANO STORM WATER MANAGEMENT PRAI;TKFS
VZ MC1 1rN)I 4� TIRcRelei9K.Nhone N14.3 29932
RIGHTTO ENTER
FOR INSPECTION.WHEN ANY NEW EWE IS INSTALLED ON PRIVATE PROPERTY.THE PROR6tTY INS ER SHALL GRANT TOTHE TOWN OF HTO ENTER A P THE ,, Phone'.Carolina
B.9B32
64Z RIGHT TO ENTER THE PROPERTY AT REASONABLE TIMES AND IN A REASONABLE MANNER FOR THE PURPOSE OF INSPECTION.THIS MCLUDES THE RIGHT TO ENTER A PROPERTY Know what's below. ,:0 180 24D 320 RVA.trcsompanies.cnm
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I§ WEN THE TOWN OF HUNTER-WILE HAS REASONABLE BASIS TO BELIEVE THAT ASTOATKN IMTI OF THIS REGCNS IS OCCURRING G OR H OCCURRED,AND TO ENTER WHEN Call before you dig. I NC License Na.F-0591
FOR ABATEMENT OF A PUBLIC NUISANCE OR CORRECTION OF A VIOLATION OF THIS REGULATION SCALE N FEET
MINA SHEET 3 SITE PLANAR,
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LEGEND
iiuntersYillc MATCHLINE SEE SHEET 14
4 I _ LINE TYPES SYMBOLS
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Plan Sheet Is Part Of Thi 'raved me information •II - —————LAND LOT LNE 0 CLFANOUT(COIMANHOLE I55MH)
Overall Approval As Of The RI Vladtl by me design engines, i� / / I —X—EXISTING FENCE LINE 0 POWER POLE(PP)
The reNIew was done using the ' 1 1 ` If/ ,
Following Date 5/2/202a m llmNm AEIRacceptable standards of I I ` /I ` ` I 1 1 .9}—EEXISTWcSTORM DRAIN p ucHr POLE(LP)
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_._ r"L_ I I I A ` �` ` ' ,Lpk II n EXISTING CONTOUR LG COLONIAL ANE NE
C O IV i 0 0�013 / I T�� ; ` ` I v/I 7 PROPOSED CONTOUR
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1 STORMWATER DRY / I ' •
I CA AIR SPARSE LNE
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I _ 1 I .0 , I / -EXISTING DRIVEWAY I TREE SUOE AREA
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I =Lam!pD .... ti _ I I EASEMENT
W m allllllllllllmm w im ILILILILILILILILILM m M 8994 l� 01 �1 I__ I g, —TOP / ` DIVERSION BERM FOLLOWS
EARTHENE ' --����'�
11,i / N 1 t�� POST-CONSTRUCTION
_ - t -PROPOSED EARTHEN DIVERSION BERM /
~ I $ LENGTH
N TH=42'WIDTH=2 /� I "' I BUILT-UPON AREA SUMMARY:
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1 ,0194, SEE PERMANENT DIVERSION BERM DETAIL —T `_
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PLANT SUBJECT TO I -1 / �__ BUILT-UPON AREA
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1 I —POND EMBANKMENT TO TERMINATE M AREA OF IMPERVIOUS ALLOW®
/I ) `tom -- — I TOTAL PROPERTY AREA 30.009 AC
w II LOW
1 J`y AT EXISTING 722.0 CONTOUR ` a _ __ - _it,
DENSITYI!
I 1 \ _ I A %AuowABIE bLPERVIouS AREA 121E
- �r - ,---_ / 1 • \ POND EMBANKMENT ` �e
TOP OF DAM EL.=722.0' , / t" TOTAL ALLOWABLE IMPERVIOUS AREA 3.601 AC
C 11 ' TOP WIDTH=10'
I DEVELOPED IMPERVIOUS AREA ION PROPERTY)
❑ , '1 �� I=— °i I _`` ' �_ I E ROAD WJNTERSVILLELOHCORO) oBMAc
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x 3 I 11 IJ Q I� I a� ' GRAVEL AREA o�eAc
x D. P 1 I ♦ I DRIVEWAYS 0.327 AC
vU 1 . 'a DRY POND SWDI EMERGENCY SPILLWAY • BUILDINGS o.391 AC
I G I SPILLWAY BOTTOM EL=721.0' ' `� --EXISTING DRIVEWAY
11 _ I 1 1 'v 111 CLASS B RIPRAP / I' M I I t SIDEWALK , 0 0 AC
r- STONE FILTER AT RISER 1O 1` / DRY POND SWDI RISER STRUCTURE t ' IIf 'l I^� I TOTAL DEVELOPED MPERVIOUS AREA tArz AC
g Z Q (TYP OF 3) REINFORCED CONCRETE %DCVELOPED BUILT-UPON AREA 491x
m ❑ I 1 REMNNNG ALLOWABLE IMPERVIOUS AREA 2129 AC
IMPERVIOUS NOTE THE RAPERVIOUS BUILT-UPON AREA WA)SUMMARY FOR TIE SITE PROPERTY
frl O *8� t .,/ \ ► STORMWATER ' ' I I DOES NOT INCLUDE THE PROPERTY AREA OR SUE ASSOCIATED AA S PARCEL -31 AS NO
m ( ` B\ 1 ',��'2..a it i 1 DRY POND SWD1 CHANGES TOME BUA FOR THE PARCEL ARE PROPOSED.THE BOA SUMMARY PERTAINS ONLY TO
6. \v/ II I 1.'T''e.•II 1 BOTTOM EL=718.5 I Z THE COMBINED 30.003ACRE PARCEL.
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DRY POND SWD1 DISCHARGE BARREL I
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7t� i. , � �- • �. ' ! I' ` / MwRaR NG WELLS ANDPPNc A.D ABovE GRou DATA
D AS IND CAreo ON
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7*471 4 /V1// I TlEwuvnncs TH=-ravlsFncowrREHLNswE snEnssessAlEN. s aTIPi NES / RIGHT OF WAY INCIDENT NUMBER mal,DATED NOVEMBERa 202E AND DCAL DATA BY
A �.' .,i 1 V / `�. ' ` 7 APEX.ANDCR AS PROVIDED OT TALE OWNER SHOULD THE CONTRA OANY
NTELT NonFr
lT if �x� �' �` ]18.0 ft'
NAM,w.rxS ERRORS,OR OMISSION In TIE DATA.THE CONTRACTOR SHALL IMMe. ,� / 7� � t' �` OWNER M THAT PROPER ADALSNAEMS CAN BE ANTICIPATED AND ORDERED COMMENCEMENT
— _ "^^�` BY THE CONTRACTOR O ANT EXCAVATION OR GRADNG STALL BE REID AS AN ACCEPTANCE OF TIE
/ :.110.1"
�.! / / O'Ce.F ��) j< ` SURVEY DATA.GIS DATA.CORRECTIVE ACTION AND MONITORNG WELLS AND PIPING.MD ABOVE
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0.EQUIPMENT AREA 3�� �,1ITIE INTO EXISTING GRADE I ` CDN......RIAS NOanNI AGANSI THE OWNER RESULTING FROM ALLEGED ERRORS.OMISSIONS.
gi / ^ �� T1R4 ` EL=718: I 2. COMPACTOR N TO uu elf AT LEAST 0 Faun BEFORE EXCAVATION FOR UTILITY LOCATE.
°o ( b I / 8 ` DRY POND SWDI SECTION ALIGNMENT ` / L CONrRARaRaIAIL TAlE ET1REYE LNE WHEN vwruING W+ouw EwsrNC LTTAJ1Fs.
th 1 ,,.r✓ ` SEE PROFILE SHEET 16 ` 4. CONTRACTOR aEPUR.vn DAMAGED FEATuIESWEusPIPNcnTAITES TO THAT OF Ewsr x,
'�. i ! I I / E. COMPACTOR SHALL BE REBPONSIME FOR ANT MOO,REPAIRS TO ANY DAMAGED ROADWAYS.
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`�� / ��RIPRAP APRON ' 0 00 I T
a. CONTRACTOR SHALL COMPLETELY REMOVE ME FEATURES WITHIN THE UNITS OF CONSTRUCTION
, �i / CLASS A ^ 8 , 1/ I OVERALL PROTECT BOUNDARY N ORDER TO CONSTRUCT PROPOSED NPRONEMENTS AS SHOMNN
0 2 'H_iIM AO SEE SHEET 17 % * I THESE 11Axs
/ ` U1 WATER
T r'''''tdti ,."''TWRfl TIO15 MOVERTHANA '''s NICE RL50RYluls7
0 \\ \ 1t / ' \\. ` WAl LI R, THE CONTRACTOR SHALL NOTIFY THE OMEN AND THE ENGWEER.
a - / DRY POND SWDI OUTFALL LOCATION WITH I. THE LATENT or THIS WORK IS TO CONSTRUCT ONE STOROwATER 1IAIAGEMENT UHT AS SHOWN To
5 I DRY POND SWD1 ALIGNMENT -- -- � / O. / FLARED END SECTION,RCP OR CPP / THELE,IGTH WIDTH MO DEPTHraGATRO
b4N a• I� BMPlnset Table WE CONTRACTOR IS TO REMOVE THE TOPSOIL(TOP,WDEs SEE PROFILE SHEET 16 / / ` ' a )tiro STOCKPILE THE TOP saL
Z /�'� ( I I ` Extended Dry Detention S�ARAEYF«uMs E:�wA*EDDfPERINTN AREANDrwED
3 a".
_ I 10.THE CONTRACTOR IS TO STOCKPILE DEEPER EXCAVATED SOLE AS INDICATED.CONTRACTOR IS TO
1 ` Sequence
IncidentSR2448 EADESORUN COMPACT THE STOCKPILE WITHNTHE AREA NRIUTED.
•w L____ EMBANKMENT TO TERMINATE SeL9face Area 8,060
1
ZC7 STORMWATER DRY POND SWDI < �` AND SEDIMENT coNRUBE AND ST MANAGEMENT PRNT CONTROL ACTICES FOR
.5 sEOLENCE AND EROSION
4< ` ` PONDAT EXISTING EMBA EMBANKMENT
TO MOUND •TIPL......,..,1"
` $ T (sq.R):>€Z 10fOOT OFFSET ACCESS EASEMENT �D�17PI�'lLrIyT1 ��a T Drainage Area(acres): _ 1.43E
5 _ H �L9U- =�L==�T_�LandUse/DevelopmentT_ype: , >2acres-ResidentialOpenSpace
A MW TO BE PROTECTED(TYP.) _ Vegetation Type: Gf88aed
6 E !..' r s �P, i�
/ ��Eeo TP- Percent Built-Upon Area: 31.40%
gEXISTING MOUND TO REMAIN I. ! ` =�H.�.Maximum Depth(R): 3.5
�^ I\Ii\ ^ _ _1 --- _. Detention Basin Type: Surface
/ - Forebay Present(YIN): N
1 / FbwDivertersPresenl(Y/N): N
1 Regtlated BY LID Hti ersville
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—EXISTING DRIVEWAY • Treatment Effectiveness: Standard 2 RN LAN 2024 TREE SAVE AREA REVISION.ACCESS EASEMENT BC
�, NC Slate PlaneX(easting): 35.4123 1 RLI NOV 2o23 LAYOUT AND STORMWATER FACILITY REVISION BC
g m '9 - NC Stall Plane Y(northing 80.8057 NO BY_ DATE REVISION APPT.
.0 \ ALERT TO CONTRACTOR: ,a\e11111112, PROJECT
_ THERE MAY BE UNDERGROUND AND ABOVE GROUND UTILITIES NOT SHOWN OI TIE ,..CS
,I SR24481PIPELINE ROW INCIDENT NO.95827
...i5 z I 1■■ ` PLANS WHICH THE CONTRACTOR MAY ENCOUNTER.IF TERE I A CONFIJCY OR ,1, COLONIAL SITE RESTORATION
E m 40. • ` REQUIRED DEVIATIONS FROM THE PLAN.THE CONTRACTOR SHALL NOTIFY THE 0 4'.
0 -' % ` \ ^ ENGINEER VEER ANER AND DTHE OWNER INEER WITHIN
MBE HELDINIMUM DHARMLESS 48 SIIN EVENT PRIOR TO CONSTRUC , ty SEAL T. I'T�L
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CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. M 021722 e' GRADING AND DRAINAGE PLAN 1
TOWN OF NUNTERBVILLE STANDARD NOTE ��O A �Q- :�
L' INSPECTIONS SHALL BE CONDUCTED AS PRESCRIBED BY THE MAINTENANCE COVENANT.ADDITIONAL INSPECTIONS MAY BE CONDUCTED BY THE TOWN OF HUNTEHSVILLE ON IPIE"T�'(1�1G OMMN BY: B.MOSER FA01 ND: 469111.0000.0000
NET REASONABLE BASIS.INCLUDING BUT NOT LIMITED TO-ROUTINE INSPECTIONS:RANDOM INSPECTIONS:INSPECTIONS BASED UPON COMPLAINTS OR OTHER NOTICE OF A RT W.1n-1A,
CHECKED N: C.VALDEZ
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AAAAII N 1 lM�I,1�,II APTTUUED IT' B.CUIP SHEET 12
(� DISCHAROES OF A TYPE WHICH ARE MORE LIKELY THAN THE TYPICAL DISCHARGE TO CAUSE VIOLATIONS O STATE OR FEDERAL WATER QUALITY STANDARDS OR THE NPOES \ 9 (l`I IoI/V) (1
STORM WATER PERMIT,AND JOINT INSPECTIONS WITH OTHER AGENCIES INSPECTING UNDER ENVIRONMENTAL AND SAFETY LAWS INSPECTIONS MAY INCLUDE BUT ARE NOT _ �� Vrl (` RAW, FEBRUARY2023
I w UNITED TO;REVIEWING MAINTENANCE AND REPAIR RECORDS,SAMPLING DISCHARGES.SURFACE WATER,GROUNDWATER,AND MATERIAL OR WATER IN BLIPS)EVALUATING THE �\\ Cq 1
g Q CONDITIONS OF BOPS AND STORM WATER MANAGEMENT PRACTICES. ?O �CO J 1 ` 1429 Rock Quarry 0124.Suite(IS
Z RIGHT-OF-ENTRY FOR INSPECTION.WHEN ANY NEW BEP B INSTALLED ON PRIVATE PROPERTY.THE PROPERTY OWNER SHALL GRANT TO THE TOWN OF HUNTERSVILLE THE Raleigh.North Caroline 27610
RIGHT TO ENTER THE PROPERTY AT REASONABLE TIES AND IN A REASONABLE AANOIER FOR TIE PURPOSE O=INSPECTION.THIS INCLUDES TIE RIGHT TD ENTER A PROPERTY Know what's below. Phone:[phone]
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13 'MEN THE TOWN OF VURIJCSVILLE HAS REASONABLE BASIS TO BELIEVE THAT A OF THIS REGUUTONS IS OCCURRING OR WAS OCCURRED,AND TO en Iett WREN Call beforeyou dig. NC License No.F 0581
FOR ABATEMENT OF A PUBLIC NUISANCE OR CORRECTION OF A VIOLATION OF THIS REGULATION. SCALE IN FEET
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,LE NO. SHEET 12-19 GRADING 3 DRAINAGE PUWAq

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Plan Sheet Is Pat Of The eased PP the information MATCHLINE SEE SHEET 14 LEGEND
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1 t� 'j LINE TYPES SYMBOLS
Following Date sizapaD4.ICI acceptable standards m / 1 ,
Ole applicable jurisdiction. \
"1 / ---- :F: SARI.SEWER MANHOLE(SWAN)
l —PROPERTY TINE
CONTRACTOR TO PROCEED/i-� 1� I I — — I • NANO LOT Lm[ 0 G.EANOUT(CO)
CO M-5 0 0 013 WITH CAUTION AND IN/ I __X [YJSTmG FCNCE LINE 0 POWER POLE(PP)
COORDINATION WTI SITE / 'I II '1 / p}--ExISTNG STORM DRAM LIGHT POLE ILP)
OPERATORS FOR ALL WORK IN I / y1 �� I / / \ EOsrwG cDLCNIAL PIPF.I-WE
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I REMOVAL AREAS / v� I 1 { \\ / / =0D Ie� uMD's of DlsrIXRBANCE
/.T / 1`` I }1�F�J j / .�% PROPOSED CRAVEN
/ \ FOUR(4)11T X 2P/- / _—_
\ / / VEHICLE PARKING SPACES I / / ow TREE SAVE AREA
4 / I / / TP TREE PROTECTION FENCING/ \ �' I / -ras +� -11
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g \ I PROPOSED TERRACED / I I I •
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\ \ SEE DETAIL SHEET 17 / p y �t II, i ♦( I W NOTES:
\ / CFI?.of r
1 \ / \\ _ , ` I \\ W NOTES TO CONTRACTOR
B I • I I 4. I 1. PRIOR TO CORNEA/OM ANY ONSITE ACTIVITY,EXCAVATION OR GRADING,THE
g \\ N V , I 1` /) - \ 1 CO CONTRACTOR SHALL SATISFYHLIDELF AS TO THE ACCURACY OF ALL SURVEY DATA,GIS
\ OATS,CORRECTWF ACTION AND MONITORING WELLS AND PIPING.AND ABOVE GROUND
l \ T1/T = I I \ W AND UNDERGROUND UTILITIES AS INDICATED ON THE DRAWINGS.THE'REVISED
. .1 \ \/ O ,� W COMPREHENSIVE SITE ASSESSMENT ADDENDUM SR MN r PIPELINE MONT OF WAY
/ = I \ (n INCDEM NUMBER 9E82I'DATED NOVEMBER a,20II AND LATEST ANALYTIGTL DATA RV
a \+\ \ - = VV" I '\ . I , • e • • •- •• APOt.ANDIOR As PROVIDED RY THE OPTICS SACRED THE CONTRACTOR DISCOVER ANY
\ LV INACCURACIES.ERRORS.OR OMISSION IN THE DATA.HE SHALL IMMEDIATELY NOTIFY THE
/ : I 1 Z OWNER SO THAT PROPER ADJUSTMENTS CAN BE ANTICIPATED AND ryaDEIFD.
C
H. S / \ \.I = I I I r ` J COMMENCEMENT BY THE CONTRACTOR OF ANY EXCAVATION OR GRADING SHALL BE
N / 1 I HELD AS AN ACCEPTANCE OF THE SURVEY DATA GS DATA.CORRECTIVE ACTION AND
I \ I I ♦_♦�� MONITORING HELLS AND PEER.MID ABOVE GROUND AND UNDERGROUND VERITIES
A \+ ` . / \ - VI I I I 1` A� AND ANALYTICAL DATA BY HIM AFTER WHICH TIME THE CONTRACTOR WAS NO CLAIM
\ II AGAN.ST THE EWER RESULTING FROM ALLEGED ERRORS,OMISSIONS.OR
V \ I W i/� \ 'I q.'�I I 1, Q 'HAGGAI/4ESOF THE DATA
✓ S = \ j r I I I ..La 2 CONTRACTOR b TO CALL all AT LEAST T2 HOURS BEFORE EXCAVATION FOR UTUTY
f .0 \ IrI \ = / LOCATE
W '''',......N.,
/ PROPOSED TERRACED / \ , I 3 CONTRACTOR SHAD TARE EXTREME CARE WHEN WORKING AROUND EXISTING UTILITIES.
x ` / EARTHEN BERM B2�� I \ = Tzls T22> / o
yyy CORAATOR SHALL REPAIR ANY DAMAGED FFATIlRES!WELLSPIWNGNi1LTE5 TO THAT
o N , : I/ \ . LOW POEM I I A OF EXb1NG OR END.BE LOIOITIDN
H VI ♦
it \ %
/ \ - / I \\ •II -2.0% / Ii Y S. BE RESPONSIBLE FORAMROADWAYS.CURE AND GUTTF_R.ASPHALT. AIHI ALL REPAIRS TO ANY DAMAGED
f o / I •� F� —_—.- Y—'il 1 1�` ❑ S CONTRACTOR SWLLL COMLETELY REMOVE AL FEATUES WITHIN THE LIMITS CF
a \r ` / \ =/� I / ••,•���I11I111/,.,,{/,,.a...It I/ II IMPROVEMENTS AS SHOWN IN BPIMµDMVNaRLIER TO CONSTRUCT PROPOSED
J / N I I CONTRACTOR SNAIL VER FY THE EXISTING CONTOUR ELEVATIONSS SHOWN ON THESE
PI ANS PRIOR TO EXCAVATION F THE CONTOUR ER OVATION IS MORE RAN BNCAES IN
e \+ g / I / 11 N v.I 1, V R.. ELEVATION PLUS OR MINUS.THE CONTRACTOR SHALL NOTFY TIE OWNER AND THE
ENGINEER
'u5 I ,Y�. \ r 1 ;I i 8 THE INTENT OF THIS WOMI IS TO CONSTRUCT ONE STORRMIATER MANAGEMENT UNITS
'`H \+ ` / /. / 1 ;� I O AS SHOWN TO THE LENGTH.WIDTH AND DEPTH NOICATFD.
9 THE CONTPA'TOit b TO REMOVE THE TOPSOIL AND 6TOCKPILE THE TOP 3OL
\ I / 1I, i
SFPMATFIYFROM$OIL EXCAVATEDIWETEC LATHE AREA NDICATFD:] O / N / 1 10.THE CONTRACTOR b TO STOCIO'LLE DEEPER EXCAVATED SOILS AS INDICATED.
" + O / = \ / I1 ` / t CONTRACTOR IS TO SPREAD AND COMPACT THE BTOLKPIE WITHIN TIE AREA INDICTED.
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+ / = .� / I ' ` Olt.SEE THE EROSION RAIL SEDIMENT CONTROL SHEETS FOR CONSTRUCTIONSEQUENCE
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ALERT TO CONTRACTOR:
� , I I' p ,��� THERE MAY IN UIIDGRGROUND•ND ABOVE GROUND ImLmES NOT SHOWN ON THE PIANO
/ = T 1�' WHICH THE CONTRACTOR MAY EMACIATES IF THERE IS A CONFLICT OR REQUIRED
„2 } = I / 1 'I , a . �� 'aIIII DEVIATIONS FROM THE PUN.THE CONTRACTOR SHALL NOTIFY THE OVNNER AND ENGINEER
2 5 / ,r /\ / I I Y,.*G, . i WmHIN A IANNUM OF 18 HOURS PRIOR TO CONSTRUCTION ENGINEER AND THE OWNER
q 4 / ti id
/ T'!2 // '1 Al •I•I•I•�I.�_, BE HELD NOTIEIOARON HARNESS IN TlE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH
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SR2448/PIPELINE ROW INCIDENT NO.95827
og I �� '` A�AAt /N,I�.e' COLONIAL SITE RESTORATION
U ` / , ` `� \ ` fa SFJLL O�y TITLE
N ��/ q22 - i 021n2 as GRADING AND DRAINAGE PLAN 2
5 TOWN OF HUNIERSVLNE STANDARD NOTE / 3c, _� P\��I�G1NE�J-/�//� DRAWN 9. wpu wp
INSPECTIONS SHALL BE CONDUCTED AS PRESCRIBED BY THE MAINTENANCE COVENANT.ADDmONALNSPECTKJNS MAY BE CONDUCTED BY THE TOWN OF HINTTRSVRLE ON ` ' '�i.�BkV�°.assN DMOOER IS9111000000OR
ANY REASONABLE BASIS,NCI.UDING BUT NOT LIMITED TO ROUTINE INSPECTIONS,RANSOM INSPECTIONS;INSPECTIONS BASED UPON COMPLAINTS OR OTHER NOTICE OF TfIM
L3 POSSIBLE VIOLATIONS;INSPECTIONS OF DRAINAGE BASINS OR AREAS IDENTIFIED AS HIGHER THAN TYPICAL SOURCES OF SEGMENT OROInEH CONTAMRIANTS OR $) / AAAJIJIII 111YY\�, CIIFCNED 6Y. C.VAlDf2
r POLLUTANTS INSPECTION OF BUSINESSES OR INDUSTRIES OF A TYPE ASSOCIATED WITH HIGHER THAN USUAL DISCHARGES OF CONTAMINANTS OR POLLUTANTS OR WITH ' \1 Z�.J- APFAwWo er B.COOP SHEET 13
DISCHARGES OF A TYPE WHICH ARE MORE LIKELY THAN THE TYPICAL DISCHARGE TO CAUSE VIOLATIONS OF STATE OR FEDERAL WATER QUALITY STANDARDS OR THE HIDES Q ` 811 0 A �, 1 �1\ DATE: FEBRUFRY 2023
xW STORM WATER PERMIT.AND JOINT INSPECTIONS WITH OTHER AGENCIES INSPECTING UNDER ENVRONNENTAL AND SAFETY LAWS.INSPECTIONS MAY INCLUDE.BUT ARE NOT ` �`
fiM LIMITED TO,REVIEWING MAINTENANCE AND REPAIR RECORDS.SAMPLING DISCHARGES.SURFACE WATER,GROJNSWATER AND MATERIAL OR WATER IN BAPS:EVALUATING THE C19, r' \�� r-A 1J29 Rock Quar Road SIIII EIS
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CORIGHTT NTRY FOR INSPECTION WHEN ANY MEWBMP IS INSTALLEDA ON PRIVATE PROPERTY,THE PROPERTY OWNER SHALL GRANT TO THE TOWN OFINNTERSVLLE THE JPhone:9Bi.328E932
RIGID'TO ENTER THE PROPERTY UT REASONABLE TIMES AND IN A REASONABLE MANNER FOR THE PURPOSE OF INSPECTION.THIS INCLUDES THE NORTO ENTER A PROPERTY ` QO� Know what's below. 0 20 M0 Mo 90 *, www tmcormentexcom
I WHEN THE TOWN OF HUNTERSVILLE HAS REASONABLE BASIS TO BELIEVE THAT A VKKATIONOF THIS REGULATIONS IS OCCURRING ITN HAS OCCURRED,AND TO ENTER WHEN / Call before you dig. SCALE INFEET ,,,,..0 SHEET
License No.F-0591
FOR ABATEMENT OF A PUBLIC NUISANCE OR CORRECTION OF A VIOKXN AT OF THIS REGUATON. RT. ODD
SHEET 12-1M GRADING L DRAINAGE PUNmvg

1l /• I / ,, • _ LEGEND
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1 U� �� •
/ /l/ =— " � — LINE TYPES SYMBOLS
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Plan Sheet Is Part Of The based tl.h110lIIIe1Wn / / i / T1 .�._i —�"�'— ---- iF.' sAN SEWER MANHOLE(ssMH)
Overall Approval AS Of The p19WrIW by the design engineer. ,/ p _ — -1__ —LANDSISFENCE LINE 0
PI POLE
"F'P TNLe reV1eW WIN done LelnB the / ,. — � --EXISTING STORM DRAIN # POWERPa EM(PP)
FollowingDate 5/2/2024 RaniMUr I aoceP.Bk•.n0a r / i i'-_.I_� EXISTING COLONIAL PIPELINE
j t ALBS lea le R I.y.yP.L —Ar.� 1- / E%ISTNG CONTOUR LANE
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-TI-� aYl G NR sPARGE LINE
/ / EX,DRIVEWAY TO REMAN IN PLACE W, �� "- 1 LC W f Lwtrts of DISTURBANCE
EXTEND ENTRANCE ACCORDING TO COMMERCIAL DOl GOT
TYPE IV DRIVEWAY ENTRANCE STANDARDS. tDl 001 .� S�.L PROPOSED GRAVEL
13
/ I t .� �l _—UO —�Ool °Dl — — _ g - TREE SAVE AREA
/ \ —_'_l _— •_I.-.-,I. — — . Ty_____ TREE PROTECT FENCE
/ —00, cLTLTLY ti.Y.. LYL.Y;i — —
/ ow, •_�1al .ZT.-.-*.:.'. �, IR_ __—�•������ — — EASEMENT
DD, •� -_ — — e •• TIP'^ •-•�•%•-•�n.+ — I.Tp} —
W�Opl _ _7S� �' _ IT LY LY tY L. �— TIP,•. , il
■ Rol —` ?B _ —a• — �:t�:.�.�.�a O.�� - 4 — :• t o s • L • �- - / `I / _ — .a.1 • � — — LDD LaoI; n\ —_— I :.^• —_ LT .Y L L L P:\ LOD '
_ g - — I _ — — 7/ == I����� ���. QD—� L00 I GUY
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A Y; // h, :y �' 1 /j� �.d \ \ I\ Vg
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( 1 NOTES:
L! / / w4, / / 1 E115TNG DRIVEWAY \ \ ..._-. I NOTES TO eONntAeroo 1
/ I / F _ TO REMAIN I I \I ` 1 PRIOR TO COMMENCING ANY ONSOE ACTIVITY EXCAVATION OR GRADING,TIE
/ / 1/ _ 4 I // I \ \ ` 1 CONTRACTOR SHALL SATISFY HIMSELF AS TO THE ACCURACY OF ALL SURVEY DATA GIS
li ow• i ,
/ 4-- I 1 •
\ l \ DATA CORRECTIVE ACTION AND MONITORING WELLS AND PIPING.AND ABOVE GROUND
¢ 1 FINAL GRADE TO MATCH EXISTING IN // I 1 l— ♦ AND UNDERGROUND UTILITIES AS INDICATED ON TIE DRAWINGS.TIE REVISED
LT / / / 1 GRAVEL REMOVAL AREAS V ` I I I I COMPREHENSIVE SITE ASSESSMENT ADDENDUM SR 2148/PIPELINE RIGHT OF WAY
Q INCIDENT NUMBER 96e2r DATED NOVEMBER 4.2022 AND LATEST ANALYTICAL DATA BY
W / / / j I ` `1 ` 1 1 —\ $ Ti 73z, APEX AND/OR AS PROVIDED BY TIE OOMER.SHOULD TIE CONTRACTOR DISCOVER ANY
r INACCURACIES.ERRORS,OR OMISSION N THE DATA,THE CONTRACTOR SHALL
N / +II • H / II I I \ ' IMMEDIATELY NOTIFY THE OWNER SO THAT PROPER ADJUSTMENTS CAN BE ANTICIPATED
o 5 / III �; / I a�el\ `. I / 11$ fr
I AND ORDERED.COMMENCEMENT BY THE CONTRACTOR OF ANY EXCAVATION OR
GRADING SHALL BE MELD AS AN ACCEPTANCE OF THE SURVEY DATA GIS DATA
G� CONTRACTOR TO PROCEEDI 1 / JCORRECTIVE ACTION AND IDNRONO WELLS AND PIPNO,AND ABOVE GROUND AND
y J COORDINATIONWITHCCAUTION
WITH SITE I / I I 1 I1 / / I If\ UNDERGROUND UTILITIES MA MNLYTICAL DATA BY NM AFTER WNCN TILE THE
gI OPERATORS FOR ALL WORK N I / II / / \ \ - 1 ,` / MISSIONS,OR INACCURACIES OF THE DATA
I PIPEIJNE RIGHT-OF-WAY ALLWORK
IN - 1 1 �I / / \ CONTRACTOR HAS NOCIAM AGAINST THE OWNER RESULTING FROM ALLEGED ERRORS,
EXISTING DRIVEWAY �� 2 LCONTRACTOR IS TO GU.INt AT LEAST 72 HOURS BEFORE EXCAVATION FOR UTILITY
TO REMAIN COAT E
f // +1 1 1 / / I 3. CONTRACTOR SHALL TAKE EXTRBAE CARE WHEN WORKING AROUND DUSTING UTILITIES
FINAL GRADE TO MATCH I `\ II
// / �I 1 STORMWATER DRY rI `1 4. CONTRACTOR SHALL REPAIR ANY SAA/AEA FEATURES/W E LS/PPIN Gnrru7ES TO THAT
FM EXISTING IN GRAVELc REMOVAL AREAS .... ^1 1� / / 1 1 POND SW03 20-FOOT q a0•—OOl __ S. Of EXISTING
XI TINGR SWILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS TO ANY DAMAGED
`,�`,?`' / �� / / 11 18 ACCESS EASEMENT �`r1 I III
ROADWAYS,CURB AND GUTTER ASPHALT,SIC.
'� / 1 \ / I I� 01 6. CONTRACTOR SHALL COMPLETELY REMOVE ALL FEATURES WJTION THE LIMITS OF
{bJ FOUR(4110•X 20' / FFF CONSTRUCT ON OVERALL PROJECT BOUNDARY N ORDER TO CONSTRUCT PROPOSED
R-_ // / / 1 I .' 1 IMPROVEMENTS AS SHOWN IN THESE PLANS.
....7�7_7_7_W / VEHICLE PARKING SPACES /
/ IA I 7. CONTRACTOR SHALL VERIFY THE OOBTNG CONTOUR ELEVATIONS SHIRR ON THESE
O / I 1� j I I // / 11 33,I I 27H I PLANS PRIOR TO EXCAVATION.F THE CONTOUR ELEVATION IS MOVER THAN 6-AIDES N
/ `_- / I I� -I-s- maionin ELEVATION PLUS OR MINUS,THE CONTRACTOR SHALL NOTIFY THE OWNER AND TIE
_i /'/ / 723.E 7 I I I 11 ♦ 1 I S •
r..,I
L00 LODi / r L— ♦ I 11 1 I IB THE INTENT OF THIS WORK IS TO CONSTRUCT ONE STORMWATER MANAGEMENT UNIT AS
1 SHORN TO THE LENGTH,WIDTH AND DEPTH INDICATED.
V1 \ / PROPOSED TERRACED 1 + I ♦ I 1 725 I e. THE CONTRACTOR IS TO REMOVE THE TOPSOIL AND STOUPILE THE TOP SAIL
o '
5 \ / EARTHEN BERM Bt \ii/- 1 I `I I SEPARATELY FROY SOIL EXCAVATED DEEPER N TE AREA MOIGTm.
\ 1.• '10.THE CONTRACTOR IS TO STOGI(RLE PEEPER EXCAVATED NOILS A41NpGTm.
\./ I
I I Ip` •
' CONTRACTOR IS TO SPREAD AND COMPACT THE STOCKPILE WTWA THE AREA INDICATED
C V. Y\ / : •I 11
1 ' I I �J ♦ 'IN
11. SEE THE EROSION AND SEDIMENT CONTROL SHEETS FOR CONSTRUCTION SEQUENCE
i / \ = I I I I ! ' AND EROSION ONE SEDIMENT CONTROL BEST MANAGEMENT PRACTICES.
As / . +I 1I I I I� ♦ I'
tg / \ i I I
R7 �PROPos®TeBULCED / j I �‘�L ��^' EX.GRAVEL ^' i� IIQ /1 ill
't / : + S.
T �i I I I ,+ ♦gI TOPMIVTH.r : • : `( I ' 1 \`^ NL� •
g6 (TYP.OF 2) / i ,4 • II' STORMWATER DRY I I I ' 1
[11-
/ . \ PLNND SWD120-FOOT / I `a?ai \�. _ +1 i \IACCESS EASEMENTI i �`�` ' / `\\I
vT _1
MATCHLINE SEE SHEET 13 MATCHLINE SEE SHEET 12 2 RN PIN MN TREE SAVE AREA REMICI.ACCESS EASEMENT BC
1 1 RM NOY 2023 LAYOUT AND STORMWATER FACILITY REVISION BC
ill5 NO_ BY DATE REVISION APPD
z THERE •MAr 9E IINDFIRGROUND AND ABOVE GROUD vnllnEs NOT SHOWN oN THE ALERT TO CONTRACTOR: 'TIN I N...rrAA I �a EST SR244BIPIPELINE ROW INCIDENT NO.95827
REWIRED DEVIATIONS FROM TIE PLAN.THEPLANS WHICN THE 03NTRACTOR ISM' ECCONTRACF THERE IS A TOR SHALL NOHFY THOE OWNS: •`I``,7 .:T`•'`•• COLONIAL SITE RESTORATION
.2 AND ENGINEER WITHIN A MNIMUM OF di HOURS PRIOR TO CONSTRUCTON.ENGINE aC SEAL
'U MOTHS OWNER SHALL BE HELD HARMLESS IN TIE EVENT THAT THE CONTRACTOR =
FAILS To MANE SUCH NOTIFICATION. Jort7z2 f GRADING AND DRAINAGE PLAN 3
♦° TOWN OF AUB100SLB.LE STANDARD MOTE 'ADS •ti ;:
1.�1 INBPECTOONS SHALL BE CONDUCTED AS PRESCHNED BY THE MAINTENANCE COVENANT.ADDITIONAL INSPECTIONS MAY BE CONDUCTED BY THE TOWN OF HURERSVILE ON ,IO��AK w. URAex Br: B.MOVER PMYNO 459111 0000.0000
ANY BASIS. BUT NOT UBOTm TEL ROUf►E INSPECTIONS;RANDOM INSPECTIONS:INSPECTIONS BASED UPON CQNNNTS OR OVER NOTICE OF IE1.1L*S II CNECNER IT' C.VALDFZ
i POSSIBLE VIOLATIONS:INSPECTIONS OF DRAINAGE BASINS OR AREAS DENEFED AS HIGHER THAN TYPICAL SOURCES OF S&MENT OR OTHER CONTAIAN/NTTS OR ,yF-� APPROVED
Y POLLUTANTS:INSPECTION OFBUSINESSESORNDUSTRESOFA TYPE ASSOCIATED WITH MGIERTHINUSAL DISCHARGES OFCONTAMINANTSORPOLLUTANTSORWITH 0,- \ OS�' er: B.CULP SHEET 14
C DISCHARGES OF A TYPE WHICH ARE MORE LIKELY THAN TIE TYPICAL DE/CHARGE TO CAUSE VIOLATONS OF STATE OR FEDERAL WATER QUALITY STANDARDS OR THE NPDES811 DATE. FEBRUARY 2023
I Cy. STORM WATER PERMIT:AND JOINT INSPECTIONS WITH OTHER AGENCES INSPECTING ME ER ENVIRONMENTAL AND SAFETY LAWS.INSPECTIONS MAY INCLUDE,BUT ARE NOT \lip/..
'f( LIMITED TO:REVIEWING MAINTENANCE AND REPAIR RECORDS:SAMPLING DISCHARGES.SURFACE WATER GROUNDWATER.AND MATERW.OR WATER IN IMPS:EVALUATING THE 1429 ROtk Quarry R086.Suile'16
j CONDITIONS OF BIDS AND STORM WAXER MANAGEMENT PRACTICES. •
�` ��� Raleigh,North Caroline 27610
CC7 RIONT-OF-ENTRY FOR INSPECTION.WHEN NW NEW MP IS INSTALLED ON HP/ATE PROPERTY.THE PROPERTY OWNER SHALL GRANT TO THE TOWN OFHUNTERSVILLE THE vy�� �, Phone:[phone]
S? RIGHT TO ENTER THE PROPERTY AT REASONABLE TIMES AND IN A REASONABLE MANNER FOR THE PURPOSE OF INSPECTION.THIS INCLUDES THE RIGHT TO ENTER A PROPERTY N1OW What's below. O 20 NO 60 M www.lrccompanieA.cam
I3 WHEN THE TOWN OF MNTERSMLLE HAS REASONABLE BASIS TO BELEVE THAT A VIOLATION OF THIS REGULATIONS IS OCCURRING OR HAS OCCURRED,AND TO ENTER N EN I�
S FOR ABATEMENT OF A Pl1BUC NUISANCE OR CORRECTION OF A VIOLATION OF THIS REGULATION. a before you dig. SCALE N FEET
NC LicaMe No.F-0691
t ca FAEND: SHEET 12.14 GRADING&DRAINAGE MAN.ewg

T
1718093131311E / ^ ,AA ,40— LEGEND
Note(this eviiyNwasDaITeaout� I / ^ry f�P ��/ P F.
1,1 — LINE TYPES
Plan Sheet Is Part Of lie cooed Do the Information ' I / 1' ,� _- SYMBOLS
.(• _- / — SR k BOUNDARY-PROPERTY UNE F. SIW sewn,MgNHpLE(ssw-0
Overall Approval As Of a Provided by the design engineer. \ __
PP ThIS review was done using the., / / / I s. / W 7A0 fr— FROPOvEEE N E ECTWC LINE O CI FuuyR(CO)
UNE
Following Date 5/2/20.4 minimum aocea abb'•p da.d•d1 ' 3 �+ rg ::/ % ��i —_--�— UNDERGROUND GAS LINE V FRE WATER T OW
the applicable jurisdiction. / I O I i3 i tie) y � -545
1 I \ 47
I _ >•-L- '� ( ' K UNDERGROUND ELECTRIC
EXISTING DRIVEWAY 1 --- 1_r ,-�(�11
% X FENCE LINE = WATER METER(WWI
C GONCORG R FL'
(.7
C O M-5 O O O I \ NUN tEFSNLLE- 17 X 3�SIGHT 10'X 3T SIGHT I 7 5 SEWAGE OAS TELEPHONE
(GM)
BOX
1 1 npr Ny � � �1y / G� TRIANGLE �� 73' �— STORM DRAIN TE EPHONE BOX(TEAS/
'7 / \_,
+` ( /W�v`" -- _ - I ' 15' OVERHEAD COMMUNICATION 0 POWER POLE(PP)
I \ s -- — HUNT RSVILLE RD R�• — — - ^ _ • — x_ DcoMMUN1uTION R )Jz UNDIRGRDUN 4 L,,,,, OLE RP)
jc7
TURN SIGHT DISTANCE 600 LF 736 �~ 730.° WATER
uNE
WATERLINE GROUND LIGHT
EXISTING CONTOUR LINE
RIGHT .��� 732 - • ® POWER BOX(PBI
_ `.tea - E STING COLONLLL PIPCiIfE
--- / • % ' —._ter _ m ELECiPoC METER(EM
— >� — —� = --- R T AIDR - \� 7 jP �L ^JTT al I • Ex15TING D{WNAGE AREA pA2 '
-- �•°_ \l O AIR CONDITIONER PAD(AG)
c — "� , ABBREVIATIONS GUY WIRE(WY)
._�_n _ �= • 7� .•, . o ,26 PG.PAGE PB PLAT DEED BOOK PROPERTY BOON
4.
�r� e •�— — 20 SETBACK LINE u / , 232 ` 1� ^^ 2Iz za R w RIGHT a WAY_ J , +' �J WF NOW OR FORMERLY
____
OE DRAINAGE EASEMENT
1 � �.^V • o W / ,�YIi-i0 �._ I°f{I -VI.-n SSE SANITARY SEWER EASEMENT
i1' 4
' o ` '\ •z l • " >zo • a o / 726 z o ���•3 718
.1 ____, ,
0 1 titi NOTES
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._
•
tD o G- I A 1. POSTED SPEED LIMIT ON I INTERSVILLE-CONCORD ROAD IS 45 MPH.
_ / 5:
11 I \ \ \ —' • —• I I 1 t U 2. DESIGN SIGHT DISTANCE VALUES FROM CITY OF CHARLOTTE DEPARTMENT
/ \ J i .I I ti7• I 1' ---- > OF TRANSPORTATION SIGHT DISTANCE POLICY AUGUST 2023 EDITION.
11 ,_ . 14 '5 \ / \ z e ` i '4/ ; li.,,,,..
(., L j et. ,.,..I
y �' CO I 3. TABLE V DESIGN VALUES:
_ 1 •(N \ ���/�-\J��) / � II I I,. r7 n TLO 'CI •MINIMUM INTERSECTION SIGHT DISTANCE FOR LEFT TURN FROM STOP(FT
'I ea i \ . \•1� t'.IC'. B 111 �� n 1�L' I &� I I I ••SW FEET
•MINIMUM INTERSECTION SIGHT DISTANCE FOR RIGHT TURNS AND
SIGHT DISTANCE PLAN CROSSING(FT.)
»500 FEET
YSCALE:1'=80'
< POSTED SPEED LIMIT.45 MPH 4 PROVIDED SIGHT DISTANCES:
•PROVIDED SIGHT DISTANCE FOR LEFT TURN FROM STOP(FT.)
Y ••545 FEET
Y ••EXCEEDS MINIMUM BY 45 FEET
•PROVIDED SIGHT DISTANCE FOR RIGHT TURNS AND CROSSING(FT.)
»500 FEET
••MEETS MINIMUM REQUIRED SIGHT DISTANCE
710 750
3L5'
a -
740-- - _ $-5— L�F7TL)iMSIGHT-DISTANCE LE-- — - - ---740
t~ RIGHT TURN SIGHT _ a
1'' _--.+----
to v — _ - IX M ISTG GRADE
p 720- --720
€J 3.5
710 i - I I - 1 710
VA' vo 00 �LL oo vo LLLL wLL 0LL vo 00 oLL ov
W W W W W W W W W W W 8
3- -5+00 -4+00 -3+00 -2+00 -1+00 -0+00 1+00 2+00 3+00 4+00 5+00 5+45
1 m SIGHT DISTANCE PROFILE-DRIVEWAY 1
�LL
i< HORIZONTAL SCAT F:1"=80'
x o VERTICAL SCALE:1'=16'
p POSTED SPEED LIMIT:45 MPH
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BOB
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2 RM -MAN SIGHT DISTANCE REVISION BC
• RN WE 10a NEW SHEET BC
u T. NO. BY DATE REVISION APPlY
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aZ p`SH ( ramcc SR2448/PIPELINE ROW INCIDENT NO.95827
COLONIAL SITE RESTORATION
gg a SEAL *ITlE
YU 1 021722 i = DRIVEWAY SIGHT DISTANCE PLAN
H'Q' %�O@F 04�C` WARP sr LCOOK Pro,w- se11,opoa 000C
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o74o I i° AIECIMM ar B cu P SHEET:a'
5E Li
Iw / ' .1�LI) DATE: FEBRt1ARY A23
Yi
Z 0 80 160 240 CV 62;, �, T�� 'A2Rab gh N�� 8 www DJ C8.9932
3
NC License No.F.0591
x�I SCALE IN FEET BEND: SHEET 15 ROW AND TRAFFICABS
40

--''�� GENERAL NOTE:
- FUTURE 30'BUFFER YARD,TYP. �..
ST GROW,TYP. r UTILITIES SHOWN ARE FOR REFERENCE ONLY.ADDITIONAL UTILITIES MAY
Note Inm rev�aw was rr,PI / �..r"`�' - - BE PRESENT.FIELD VERIFY ALL UTILITIES INCLUDING GROUNDWATER
Plan Sheet Is Part Of The ee.ee oo me RESE VED PROPOSED ROW,TYP. -__. - �'` ,�'' WELLS AND PIPING PRIOR TO COMMENCEMENT OF WORK.
Overall Approval As Of The %ro:i�a ey thea .• e BONDED GREEN ZONE/DITCH/SHOULDER,TYP. % ,t_ --- -—- i-
Followi Date 5/2/2024 minimum a 1�eROP RTY LINE,TYP. / 'T I _ �
9 / BONDED SIDEWALK EASEMENT(=14,700 SO),REFER CIVIL,TYP. _ -�__-- LEGEND
me eaarean: CEN :RLINE OF ROAD,TYP. ! / __ --- --^ ♦4114 f
w O ' 0 ' '� �� uF DISTURBANCE,TYP. _-�___--,,.-v,/,YY -� ,ly. _ f fj�' � _/' I 30'BUFFER YARD
_ • ,� p. e. � - - "��� ``�_�_� - '.4, -- �L�� ��/ � ��' tr / �,��,m�.m�.m���LIMIT OF DISTURBANCE(LOD)
"'- `� s . 4f�•.--_. --- .�`� "f _ I ���•�� s ;;.,,,00;4;,,;:,.--iii,,,
�' I MATCHLINE
,ailir . ,. .tar.o.4. .. 0,,-.,,,4•0„ ,,,icel .,,,,,,,,,,,7,' -___/- --''', ;07 ___-- ,r--'''''..-••• 1 n-f------.,t;%".
/ •• �+ s � UTILITY RESTRICTED TREE ZONE,
s - /Ji/✓`v /'�.1� -rr� �♦� git • `J� o 41 %� % ��%�i \ I SEE NOTE 14.
-� � �/� ��� �, ♦ �� !� � i�.� NOLE+UZONE:EASEMENT
FROM POWER
88'00.,,^ �� 1 ! a '-� ► 'I �•� ► + POLE+UTILITY EASEMENT
A '4;17. ' '7 , 4,/ \0 -
—PROPOSED RIGHT-OF-WAY ROW
/ /A/ . \ \, / ,,,,,
EXISTING SPECIMEN TREE TO REMAIN,TYP. 1 \ , ° e0 ',4�N.
/�i"iI'/�';i 0 0 0 o PROPOSED WOOD FENCE
EXISTING TREES TO REMAIN,TYP. ��,G \ \ \ / e r$ O.� fv`, i,I 1j,) I
EXISTING TREE SAVE AREA m" 1 -.� o 0 Q 11 1 P G �✓r ��,�e��-TT� I y—v—SILT FENCE,REFER CIVIL
i \
(DRIP LINE+6'-0),TYP.
/ �I. 30'BUFFER YARD,TYP. \, �� \ QO O I 6p�1.o,,. I TREE PROTECTION FENCE,
:S a.; /I I SEE DETAIL 1 ON TP01
Y3;:///1
�•' •
��; '''' 91 '= .!/� ;�/�:+` PLANTS: EXISTING TO REMAIN
I f�eJ a ,•'";:77-v/ , ~��'�<:yf i� TREE SAVE AREA(DRIP LINE+5'-0')
/ I �J / s 40.�t-` ; �� •� ��, EXISTING SPECIMEN TREE TO REMAIN
1
... 'y "Arc:
�I���� �;i+' I I ,\\ \ / EXISTING TREE TO REMAIN
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/ f R� I Il, 'jiiik EXISTING NON-SURVEYED TREE(S)TO REMAIN
//\
— / UTILITY EASEMENT, (�, '/ {��"� / —
_ / NO-TREE ZONE %e0•
iir �, PLANTS: LANDSCAPE EASEMENT
1y'.'f- ♦ ♦ a i I
\ \ {\'h' ?O .' \ PERMANENT SEEDING,REFER CIVIL
,A -:.. .,.. .
, \\.__ /1 I ---
r PLANTS: BUFFER YARD
/ \ ` LARGE MATURING DECIDUOUS TREE
\\� r 0
4it� LARGE MATURING EVERGREEN TREE
\ i� / •°SMALL MATURING DECIDUOUS FLOWERING TREE
• SMALLMATURINGEVERGREENTREEN
/� /�� — V'' PROPOSED EVERGREEN SHRUB(6'-12'HT.)
/ N
/7-----NN ' \------ ___,)
/ 0' 20'40' 80' 160'
CLIENT CONSULTANT
COLONIAL SITE ECO� REV. COMMENT DATE SEAL JOB No ember,6023
/'7� 1 LAYOUT REVISION SEP,2023 ,01111 11/0,/
RESTORATION COLONIAL PIPELINE COMPANY 6000 Fairview Road 2 LAYOUT REVISION IAN,202". ���qN CAROM DRAWN BY: JR/MT
1000 LAKE STREET SUITE 200 - I 3 LAYOUT REVISION MAR,2oz: `�O`�.•'�P"OSQAA• � � CHECKED BY: MA
ALPHARETTA,GA 30009 Charlotte,NC 28210 '--�` P •0 F Z
TEL [phone] 111 •
O • r i `J - `?,.ko p.9= DRAWING TITLE:
1 ,'-. - _*:y 1288 =:*= OVERAL LANDSCAPE
www.aecom.com '1 �4 17 - - _ '� �.: PLAN
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NC LICENSE NO.:C-374 •
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KEYMAP 0 AECOM TECHNICAL SERVICES INC.All RIGH-S RESER\