20211267 Ver 3_Long Creek Greenway and Water Quality Improvement Project (Treyburn Dr. to I-485) RESUBMITTAL 2023 - PCN Cover Letter and Uploads_20230328

WILDLANDS
F N G I N F F R I N G
MEMORANDUM
TO: 401/404 Permit Reviewer
FROM: Ian Eckardt, Wildlands Engineering
DATE: March 24, 2023
RE: Pre -Construction Notification - Supporting Documentation
LONG CREEK GREENWAY AND WATER QUALITY IMPROVEMENT PROJECT
(TREYBURN DR. TO 1-485) - RESUBMITTAL
Charlotte, NC
DWR #21-1267
SAW-2019-00868
On behalf of Charlotte -Mecklenburg Storm Water Services (CWSWS) and Mecklenburg County's Asset and
Facilities Management (AFM), Wildlands Engineering, Inc. (Wildlands) is resubmitting a Pre -Construction
Notification (PCN) for the Long Creek Greenway and Water Quality Improvement Project (Treyburn Dr. to I-
485) in north central Mecklenburg County approximately eight miles north northwest of uptown Charlotte,
NC in the Catawba River Basin (HUC 03050101). The project is in construction and seeks Nationwide Permits
(NWP) 13 (Bank Stabilization), NWP 27 (Aquatic Habitat Restoration), NWP 42 (Recreational Facilities) and
corresponding Water Quality Certifications 4245, 4255, and 4266 to replace expiring permits for the joint
greenway trail and water quality improvement project between Treyburn Drive and 1-485. The project is
constructing two miles of greenway trail along Long Creek and 9,000 linear feet of stream restoration and
enhancement. The project approach/plans remain the same except for minor adjustments at one greenway
crossing due to the discovery of a previously unmapped sewer line. The revisions involve realignment of the
boardwalk and bridge crossing of an unnamed tributary to Long Creek (Trib E for project purposes). Trib E will
also be slightly realigned in the vicinity of the crossing to facilitate the redesign. Refer to plan sheet C-2.10 for
revisions.
Supporting Documentation Table of Contents
1 NCDWR Pre -Filing Meeting Request..........................................................................................................2
2 Figures (Vicinity, USGS, Delineation, Soils, NWI, & Impacts)...........................................................5
3 Photolog......................................................................................................................................... 25
4 Landower Authorization Form and Additional Parcel Information................................................33
5 Agency Correspondence (NCSHPO & USFWS)...............................................................................42
6 Previous Permits and Preliminary Jurisdictional Determination....................................................63
7 Construction Plan Sheets...............................................................................................................97

Please do not hesitate to contact me at 704-332-7754 or at [e-mail] should you have any
questions.
Sincerely,
a�
Ian Eckardt
Environmental Scientist

Section 1:
Long Creek Greenway & Water Quality Improvement Project
(Treyburn Drive to 1-485)
NCDWR Pre -Filing Meeting Request

DWR Pre -Filing Meeting Request Form
Contact Name* Ian Eckardt
Contact Email Address* [e-mail]
Project Owner* Mecklenburg County Asset and Facility Management
nArr..
NORTH CAROLINA
Enrimnmenec! Qeealfly
Project Name* Long Creek Greenway and Stream Enhancement Phase 2 (Treyburn Dr. to
1-485)
Project County* Mecklenburg
Owner Address: * Street Address
3205 Freedom Drive, Suite 6000
Address Line 2
City State / Province / Region
Charlotte NC
Country
28208 us
Is this a transportation project?* Yes No
Type(s) of approval sought from the DWR:
401 Water Quality Certification - Regular 401 Water Quality Certification - Express
Individual Permit Modification
Shoreline Stabilization
Does this project have an existing project ID#?
Yes No
Do you know the name of the staff member you would like to request a meeting with?
Alan Johnson

Please give a brief project description below and include location information. *
The Long Creek Greenway and Stream Enhancement Phase 2 (Treyburn Drive to 1-485) is in north central Mecklenburg
County approximately eight miles north northwest of uptown Charlotte, NC in the Catawba River Basin (HUC 03050101).
Charlotte -Mecklenburg Storm Water Services (CMSWS) identified the Long Creek corridor from Treyburn Drive to 1-485 as
a stream enhancement opportunity, concurrent with Mecklenburg County's Asset and Facilities Management's (AFM)
development of the adjacent greenway corridor. CMSWS contracted with Wildlands Engineering, Inc. (Wildlands) to assess
the existing conditions of the stream corridor and develop stream enhancement construction documents. NC Land & Water
Fund (NCLWF) is a funding partner with CMSWS for the stream enhancement work.
Long Creek's watershed is urban, and the stream is generally incised and disconnected from its historic floodplain except
for one reach which is bedrock controlled. Bedform diversity is low and consists primarily of long sandy runs with pools
developed around debris jams. The design for Long Creek proposes a mix of preservation, enhancement, and Priority 2
restoration to stabilize stream banks and diversify available instream habitats for maximum functional uplift.
The project proposes to construct approximately two miles of multi -use trail in conjunction with stream restoration,
enhancement, and preservation along approximately 9,000 linear feet (LF) of Long Creek and associated project tributaries.
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401
Certification Rule.
1 understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
1 also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting
location and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you
can submit an application.
Signature* _
1,go
Submittal Date 7/2/2021

Section 2:
Long Creek Greenway & Water Quality Improvement Project
(Treyburn Drive to 1-485)
Figures (Vicinity, USGS, Delineation, Soils, NWI, & Impacts)

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Figure 1: Vicinity Map
*-ha~M,,,,ro Long Creek Greenway and Water Quality Improvement Project (Treyburn Dr. to 1-485)
W I L D L A N D S STORM 0 1 2 Miles Preliminary Jurisdictional Determination
E fU G I fV E E R I N G WATER Charlotte -Mecklenburg Storm Water Services
I I I I I Mecklenburg County, NC
August 18, 2021

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Figure 2: USGS Topographic Map
Long Creek Greenway and Water Quality Improvement Project (Treyburn Dr. to 1-485)
W I L D L A ITT D S STORM 0 2,000 4000 Feet Preliminary Jurisdictional Determination
,
E N C3 1 N E E R N C� WATER Charlotte -Mecklenburg Storm Water Services
Mecklenburg County, NC
�1 1 1 11 I 1
August 18, 2021

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Figure 3.0: Delineation Overview Map
CA&kd@- � Long Creek Greenway and Water Quality Improvement Project (Treyburn Dr. to 1-485)
STORM Preliminary Jurisdictional Determination
_ _ WATER 0 1,000 2,000 Feet Charlotte -Mecklenburg Storm Water Services
�1 _ I sOMC63 � I I I I Mecklenburg County, NC
August 18, 2021

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Long Creek Greenway and Water Quality Improvement Project (Treyburn Dr. to 1-485)
0 350 700 Feet Preliminary Jurisdictional Determination
I I I I I Charlotte -Mecklenburg Storm Water Services
Mecklenburg County, NC
August 18, 2021

Figure 3.2: Delineation Map
C4wf0ft,V0d0,"fV Long Creek Greenway and Water Quality Improvement Project (Treyburn Dr. to 1-485)
W I L D L A ITT D S STORM 0 300 600 Feet Preliminary Jurisdictional Determination
WATERCharlotte -Mecklenburg Storm Water Services
E N C� [ N E E R N C� Mecklenburg County, NC
I I I I I
August 18, 2021

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Long Creek Greenway and Water Quality Improvement Project (Treyburn Dr. to 1-485)
0 350 700 Feet Preliminary Jurisdictional Determination
I I I I I Charlotte -Mecklenburg Storm Water Services
Mecklenburg County, NC
August 18, 2021

Figure 3.4: Delineation Map
CA&kd@- � Long Creek Greenway and Water Quality Improvement Project (Treyburn Dr. to 1-485)
W I L D L A N D 5 STORM 0 300 600 Feet Preliminary Jurisdictional Determination
WATERCharlotte Mecklenburg Storm Water Services
_ ENGINEERING !�1_ _• Services � Mecklenburg County, NC
August 18, 2021

Figure 4.0: Soils Map - Overview
CA&kd@- � Long Creek Greenway and Water Quality Improvement Project (Treyburn Dr. to 1-485)
W I L D L A N D 5 STORM Preliminary Jurisdictional Determination
WATER 0 1,100 2,200Feet Charlotte -Mecklenburg Storm Water Services
ENGINEERING !�1_ _• _ Services � I i I i I Mecklenburg County, NC
August 18, 2021

Figure 4.1: Soils Map East
Long Creek Greenway and Water Quality Improvement Project (Treyburn Dr. to 1-485)
W I L D L A N D 5 STORM Preliminary Jurisdictional Determination
WATER 0 600 1,200 Feet Charlotte -Mecklenburg Storm Water Services
ENGINEERING !�1_ _• _ Services � I i I i I Mecklenburg County, NC
August 18, 2021

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Long Creek Greenway and Water Quality Improvement Project (Treyburn Dr. to 1-485)
Preliminary Jurisdictional Determination
0 500 1,000 Feet Charlotte -Mecklenburg Storm Water Services
Mecklenburg County, NC
August 18, 2021

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C4Wf0ft,V0d0,"fV Long Creek Greenway and Water Quality Improvement Project (Treyburn Dr. to 1-485)
W I L D L A ITT D S STORM 0 1,100 2200 Feet Preliminary Jurisdictional Determination
,
E N C3 [ N E E RN C� WATER Charlotte -Mecklenburg Storm Water Services
Mecklenburg County, NC
I I I I I
August 18, 2021

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CA&kd@. � Long Creek Greenway and Water Quality Improvement Project (Treyburn Dr. to 1-485)
W I L D L A N D 5 STORM 0 600 1,200 Feet Preliminary Jurisdictional Determination
IWATER Charlotte -Mecklenburg Storm Water Services
ENGINEERING !�1_ _• _ Services � i I i I Mecklenburg County, NC
August 18, 2021

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Figure 5.2: NWI Map West
CA&kd@. � Long Creek Greenway and Water Quality Improvement Project (Treyburn Dr. to 1-485)
STORM Preliminary Jurisdictional Determination
WATER 0 500 1,000 Feet Charlotte -Mecklenburg Storm Water Services
�1 sOMC63 � I I I I I Mecklenburg County, NC
August 18, 2021

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Figure 6.0: Aquatic Resources Impact Overview Map
Long Creek Greenway and Water Quality Improvement Project (Treyburn Dr. to 1-485)
0 750 1,500 Feet Pre -Construction Notification
Charlotte -Mecklenburg Storm Water Services
Mecklenburg County, NC

Figure 6.1: Aquatic Resources Impact Map
Long Creek Greenway and Water Quality Improvement Project (Treyburn Dr. to 1-485)
W I L D L A N D S STORM 0 125 250 Feet Pre -Construction Notification
ENGINEERING WATER I I I Charlotte -Mecklenburg Storm Water Services
swocss "`�—'- Mecklenburg County, NC

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Figure 6.2: Aquatic Resource Impact Map
Long Creek Greenway and Water Quality Irmprovement Project
W I L D L A N D S IS T 0 150 Feet (Treyburn Dr. to 1-485)
kt� ENGINEERING Pre -Construction Notification
ces I I Charlotte -Mecklenburg Storm Water Services
Mecklenburg County, NC

Figure 6.3: Aquatic Resource Impact Map
Long Creek Greenway and Water Quality Irmprovement Project
W I L D L A N D S ;STORM 0 200 400 Feet (Treyburn Dr. to 1-485)
E N G I N E E R I N G TyliTE L Pre -Construction Notification
Sarvkes I I I Charlotte -Mecklenburg Storm Water Services
Mecklenburg County, NC

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Long Creek Greenway and Water Quality Irmprovement Project
0 250 500 Feet (Treyburn Dr. to 1-485)
I I I Pre -Construction Notification
Charlotte -Mecklenburg Storm Water Services
Mecklenburg County, NC

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Long Creek Greenway and Water Quality Irmprovement Project
0 250 Feet (Treyburn Dr. to 1-485)
I I Pre -Construction Notification
Charlotte -Mecklenburg Storm Water Services
Mecklenburg County, NC

Section 3:
Long Creek Greenway & Water Quality Improvement Project
(Treyburn Drive to 1-485)
Photolog

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Section 4:
Long Creek Greenway & Water Quality Improvement Project
(Treyburn Drive to 1-485)
Landowner Authorization Form & Additional Parcel Information

AGENT AUTHORIZATION FORM
The undersigned landowner(s) identified below hereby authorize Wildlands Engineering, Inc. to act as
the agent in obtaining a preliminary Jurisdictional Determination (pJD) and/or necessary
permits/certifications (401/404) for Long Creek Greenway and Stream Rehabilitation (Treyburn Drive to
Oakdale Road) on the identified property in Mecklenburg County, NC. As part of the authorization the
landowner authorizes access to Wildlands Engineering, Inc., the North Carolina Department of
Environmental Quality, and the US Army Corps of Engineers personnel for the evaluation of the property
as it relates to the project including stream and wetland determinations and delineations.
Parcel ID: 02514123, 02514876, 02514899, 02516106, 02516108, 02516299,
02519398, 02519399, 02522110, 02522111, 02522294, 02524199,
02531270, 02531271, 02531297, 02531299, 02533283, 02533460,
03311112, 03313221, 03317499, 03318299, 03319199, 03325101,
03325115, 03325116, 03325117, 03327109, 03327334, 03314608,
03325105,03325114,03326105
Street Address: N/A
Listed Owner: Mecklenburg County Mecklenburg County
600 E. 4th Street- 11th Floor & 700 E. 4th Street- 4th Floor
Charlotte, NC 28202 Charlotte, NC 28202
Parcel ID: 02524196
Street Address: N/A
Listed Owner: Mecklenburg County Parks and Recreation Department
5841 Brookshire Blvd
Charlotte, NC 28216
Responsible Party: David Booth, Project Manager, Mecklenburg County AFM
Name & Title
QAn_FFF_a7aa
Phone Number:
Signature:
Date: 09/03/2020

AGENT AUTHORIZATION FORM
The undersigned landowner(s) identified below hereby authorize Wildlands Engineering, Inc. to act as
the agent in obtaining a preliminary Jurisdictional Determination (pJD) and/or necessary
permits/certifications (401/404) for Long Creek Greenway and Stream Enhancement: Treyburn to
Oakdale on the identified property in Mecklenburg County, NC. As part of the authorization the
landowner authorizes access to Wildlands Engineering, Inc., the North Carolina Department of
Environmental Quality, and the US Army Corps of Engineers personnel for the evaluation of the property
as it relates to the project including stream and wetland determinations and delineations.
Parcel ID: 03327107, 03327199
Street Address: N A
Listed Owner: Mary Morgan Parker
2742 Miranda Rd.
Charlotte, NC 28216
Responsible Party: ) VIA YC]a�h `diQ Wh ,
Name & Title
Phone Number: 704 1399 134- I is
Signature:
Date: �' a

IL
Project Parcels
Assessment Area 14 MECKLENBURG 9) MECKLENBURG
15) MECKLENBURG COUNTY,
COUNTY, 02522110
k ' 02531271 0O3N297
. 6) MECKLENBURG n
*f COUNTY, 13) MECKLENBURG 10) MECKLENBURG
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02516108 02531270 02522111
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03327334.nwoE 18) MECKLENBURG
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02533460 '
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02522294
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33 MECKLENBURG 35) MARY MORGAN 36) MARY MORGAN 02519398 k
PARKER, PARKER, 02514123 .�
19) MECKLENBURG 0303261 5 03327107 03327199
CO UN� 12 34) MECKLENBURG COUNTY
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26) MECKLENBURG DEPARTMENT, COUNTY,
COUNTY, 28) MECKLENBURG 02524196 02514876 f
03325116 COUNTY,
03327109 12) MECKLENBURG f
23) MECKLENBURG COUNTY,
COUNTY, _ 02524199
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03325115 03313221 - 02514899 ty
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03325101 t f+...
2019 Aerial Photography!Wr
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%WILDLANDS

Long Creek Greenway & Water Quality Improvement Project
(Treyburn to 1-485) — Parcel Information
#1.) Parcel ID: 02514123
#2.) Parcel ID: 02514876
Deed / Book: 22899 / 842
Deed / Book: 22791 / 549
Site Street Address:
Site Street Address:
9534 Bayview Py.
N/A
Charlotte, NC 28216
Property Owner & Mailing Address:
Property Owner & Mailing Address:
Mecklenburg County Real Estate
Mecklenburg County Real Estate
Finance Dept.
Finance Dept.
600 E. 4" St. 11" Floor
600 E. 4" St. 11" Floor
Charlotte, NC 28202
Charlotte, NC 28202
#3.) Parcel ID: 02514899
#4.) Parcel ID: 02516106
Deed / Book: 22791 / 549
Deed / Book: 08939 / 452
Site Street Address:
Site Street Address:
N/A
N/A
Property Owner & Mailing Address:
Property Owner & Mailing Address:
Mecklenburg County Real Estate
Mecklenburg County Real Estate
Finance Dept.
Finance Dept.
600 E. 4" St. 11" Floor
600 E. 4" St. 11" Floor
Charlotte, NC 28202
Charlotte, NC 28202
#14.) Parcel ID: 02516108
#6.) Parcel ID: 02516299
Deed / Book: 07165 / 291
Deed / Book: 08016 / 272
Site Street Address:
Site Street Address:
N/A
N/A
Property Owner & Mailing Address:
Property Owner & Mailing Address:
Mecklenburg County Real Estate
Mecklenburg County Real Estate
Finance Dept.
Finance Dept.
600 E. 4" St. 11" Floor
600 E. 4" St. 11" Floor
Charlotte, NC 28202
Charlotte, NC 28202
#7.) Parcel ID: 02519398
#8.) Parcel ID: 02519399
Deed / Book: 07658 / 256
Deed / Book: 06949 / 589
Site Street Address:
Site Street Address:
N/A
N/A
Property Owner & Mailing Address:
Property Owner & Mailing Address:
Mecklenburg County Real Estate
Mecklenburg County Real Estate
Finance Dept.
Finance Dept.
600 E. 4" St. 11" Floor
600 E. 4" St. 11" Floor
Charlotte, NC 28202
Charlotte, NC 28202

Long Creek Greenway & Water Quality Improvement Project
(Treyburn to 1-485) — Parcel Information
#9.) Parcel ID: 02522110
#10.) Parcel ID: 02522111
Deed / Book: 28204 / 114
Deed / Book: 28204 / 114
Site Street Address:
Site Street Address:
N/A
N/A
Property Owner & Mailing Address:
Property Owner & Mailing Address:
Mecklenburg County Real Estate
Mecklenburg County Real Estate
Finance Dept.
Finance Dept.
600 E. 4" St. 11" Floor
600 E. 4" St. 11" Floor
Charlotte, NC 28202
Charlotte, NC 28202
#11.) Parcel ID: 02522294
#12.) Parcel ID: 02524199
Deed / Book: 08864 / 746
Deed / Book: 07658 / 256
Site Street Address:
Site Street Address:
N/A
N/A
Property Owner & Mailing Address:
Property Owner & Mailing Address:
Mecklenburg County Real Estate
Mecklenburg County Real Estate
Finance Dept.
Finance Dept.
600 E. 4" St. 11" Floor
600 E. 4" St. 11" Floor
Charlotte, NC 28202
Charlotte, NC 28202
#13.) Parcel ID: 02531270
#14.) Parcel ID: 02531271
Deed / Book: 13094 / 881
Deed / Book: 13094 / 881
Site Street Address:
Site Street Address:
N/A
N/A
Property Owner & Mailing Address:
Property Owner & Mailing Address:
Mecklenburg County Real Estate
Mecklenburg County Real Estate
Finance Dept.
Finance Dept.
600 E. 4th St. 11th Floor
600 E. 4th St. 11th Floor
Charlotte, NC 28202
Charlotte, NC 28202
#15.) Parcel ID: 02531297
#16.) Parcel ID: 02531299
Deed / Book: 19218 / 821
Deed / Book: 30122 / 270
Site Street Address:
Site Street Address:
N/A
N/A
Property Owner & Mailing Address:
Property Owner & Mailing Address:
Mecklenburg County Real Estate
Mecklenburg County Real Estate
Finance Dept.
Finance Dept.
600 E. 4" St. 11" Floor
600 E. 4" St. 11" Floor
Charlotte, NC 28202
Charlotte, NC 28202

Long Creek Greenway & Water Quality Improvement Project
(Treyburn to 1-485) — Parcel Information
#17.) Parcel ID: 02533283
#18.) Parcel ID: 02533460
Deed / Book: 13094 / 881
Deed / Book: 13094 / 881
Site Street Address:
Site Street Address:
N/A
9020 Treyburn Dr.
Property Owner & Mailing Address:
Charlotte, NC 28216
Mecklenburg County Real Estate
Property Owner & Mailing Address:
Finance Dept.
Mecklenburg County Real Estate
600 E. 4" St. 11" Floor
Finance Dept.
Charlotte, NC 28202
600 E. 4" St. 11" Floor
Charlotte, NC 28202
#19.) Parcel ID: 03311112
#20.) Parcel ID: 03313221
Deed / Book: 32672 / 90
Deed / Book: 10455 / 296
Site Street Address:
Site Street Address:
N/A
N/A
Property Owner & Mailing Address:
Property Owner & Mailing Address:
Mecklenburg County Real Estate
Mecklenburg County Real Estate
Finance Dept.
Finance Dept.
600 E. 4" St. 11" Floor
600 E. 4" St. 11" Floor
Charlotte, NC 28202
Charlotte, NC 28202
#21.) Parcel ID: 03317499
#22.) Parcel ID: 03318299
Deed / Book: 07609/ 691
Deed / Book: 07609/ 691
Site Street Address:
Site Street Address:
N/A
N/A
Property Owner & Mailing Address:
Property Owner & Mailing Address:
Mecklenburg County Real Estate
Mecklenburg County Real Estate
Finance Dept.
Finance Dept.
600 E. 4" St. 11" Floor
600 E. 4" St. 11" Floor
Charlotte, NC 28202
Charlotte, NC 28202
#23.) Parcel ID: 03319199
#24.) Parcel ID: 03325101
Deed / Book: 05799 / 291
Deed / Book: 32672 / 90
Site Street Address:
Site Street Address:
N/A
4104 Oakdale Rd.
Property Owner & Mailing Address:
Charlotte, NC 28216
Mecklenburg County Real Estate
Property Owner & Mailing Address:
Finance Dept.
Mecklenburg County Real Estate
600 E. 4" St. 11" Floor
Finance Dept.
Charlotte, NC 28202
600 E. 4" St. 11" Floor
Charlotte, NC 28202

Long Creek Greenway & Water Quality Improvement Project
(Treyburn to 1-485) — Parcel Information
#25) Parcel ID: 03325115
#26.) Parcel ID: 03325116
Deed / Book: 32672 / 90
Deed / Book: 32672 / 90
Site Street Address:
Site Street Address:
N/A
N/A
Property Owner & Mailing Address:
Property Owner & Mailing Address:
Mecklenburg County Real Estate
Mecklenburg County Real Estate
Finance Dept.
Finance Dept.
600 E. 4" St. 11" Floor
600 E. 4" St. 11" Floor
Charlotte, NC 28202
Charlotte, NC 28202
#27.) Parcel ID: 03325117
#28.) Parcel ID: 03327109
Deed / Book: 32672 / 90
Deed / Book: 05799 / 291
Site Street Address:
Site Street Address:
4120 Oakdale Rd.
N/A
Charlotte, NC 28216
Property Owner & Mailing Address:
Property Owner & Mailing Address:
Mecklenburg County Real Estate
Mecklenburg County Real Estate
Finance Dept.
Finance Dept.
600 E. 4" St. 11" Floor
600 E. 4" St. 11" Floor
Charlotte, NC 28202
Charlotte, NC 28202
#29.) Parcel ID: 03327334
#30.) Parcel ID: 03314608
Deed / Book: 33099/ 259
Deed / Book: 32672/ 90
Site Street Address:
Site Street Address:
N/A
N/A
Property Owner & Mailing Address:
Property Owner & Mailing Address:
Mecklenburg County Real Estate
Mecklenburg County Real Estate
Finance Dept.
Finance Dept.
600 E. 4" St. 11" Floor
600 E. 4" St. 11" Floor
Charlotte, NC 28202
Charlotte, NC 28202
#31.) Parcel ID: 03325105
#32.) Parcel ID: 03325114
Deed / Book: 32672 / 90
Deed / Book: 32672 / 90
Site Street Address:
Site Street Address:
N/A
N/A
Property Owner & Mailing Address:
Property Owner & Mailing Address:
Mecklenburg County Real Estate
Mecklenburg County Real Estate
Finance Dept.
Finance Dept.
700 E. 4" St. 4" Floor
700 E. 4" St. 4" Floor
Charlotte, NC 28202
Charlotte, NC 28202

Long Creek Greenway & Water Quality Improvement Project
(Treyburn to 1-485) — Parcel Information
#33) Parcel ID: 03326105
#34.) Parcel ID: 02524196
Deed / Book: 32672 / 90
Deed / Book: 30855 / 238
Site Street Address:
Site Street Address:
N/A
N/A
Property Owner & Mailing Address:
Property Owner & Mailing Address:
Mecklenburg County Real Estate
Mecklenburg County Parks & Recreation Dept.
Finance Dept.
5841 Brookshire Blvd.
700 E. 4" St. 4" Floor
Charlotte, NC 28216
Charlotte, NC 28202
#35.) Parcel ID: 03327107
#36.) Parcel ID: 03327199
Deed / Book: 06947 / 215
Deed / Book: 05799 / 291
Site Street Address:
Site Street Address:
N/A
N/A
Property Owner & Mailing Address:
Property Owner & Mailing Address:
Mary Morgan Parker
Mary Morgan Parker
2742 Miranda Rd.
2742 Miranda Rd.
Charlotte, NC 28216
Charlotte, NC 28216

Section 5:
Long Creek Greenway & Water Quality Improvement Project
(Treyburn Drive to 1-485)
Agency Correspondence (NCSHPO & USFWS)

WILDLANDS
E N G I N E E R I N G
October 7, 2020
Renee Gledhill -Earley
State Historic Preservation Office
4617 Mail Service Center
Raleigh, NC 27699-4617
Subject: Request for Review and Comment
Long Creek Greenway and Stream Rehabilitation (Treyburn Drive to Oakdale Road)
Charlotte, North Carolina
Dear Ms. Gledhill -Earley:
On behalf of Mecklenburg County Storm Water Service (CMSWS), alongside Mecklenburg County Asset and Facility
Management (AFM), Wildlands Engineering, Inc. requests review and comment on any possible issues that might
emerge with respect to archaeological or cultural resources associated with the Long Creek— Treyburn Drive to
Oakdale Road stream enhancement and greenway project in Mecklenburg County, NC. A USGS Topographic Map
and an Overview Site Map showing the approximate project area are enclosed. The topographic figure was
prepared from the Charlotte, NC 7.5-Minute USGS Topographic Quadrangle, and the site is located at latitude
35.34, longitude-80.886.
The Long Creek Greenway has been identified as a corridor for the Carolina Thread Trail, providing connections to
several neighborhoods, significant commercial and retail, and a future park site on Oakdale Road. The Long Creek
stream portion of the project will involve stream restoration, enhancement, and preservation along 9,000 LF of
Long Creek. The stream project will improve bedform diversity, bank stability, floodplain connectivity, and provide
native vegetation within the floodplain corridor. Construction of this project will affect Jurisdictional Waters of the
U.S. and require Section 404/401 permitting.
Structures within or immediately adjacent to the project area include sewer lines and manholes, gas line,
powerlines, road culverts, commercial buildings, storm drainage infrastructure, and residential homes. The
surrounding land use includes forests, developed open spaces, shopping centers, and residential communities.
Three NC Natural Heritage Program Managed Lands are located within the project area: Mecklenburg County
Open Space — Long Creek Greenway, Mecklenburg County Open Space — Oak Hills Park, and a NC Department of
Transportation Mitigation Site. One architectural structure was located within the project area: Long Creek Mill
Ruin. Neither the mill ruin nor the millrace will be disturbed during construction. Stream stabilization will be
implemented along Long Creek to protect and aid in preserving the Long Creek Mill Ruin. No additional
architectural structures or archaeological artifacts were observed or noted within the project limits during
preliminary surveys of the site. We ask that you review the site based on the attached information to determine
the presence of any historic properties.
We thank you in advance for your timely response and cooperation. Please feel free to contact us with any
questions that you may have concerning the extent of site disturbance associated with this project.
Sincerely,
V
Kirsten Gimbert, Senior Environmental Scientist
[e-mail]
704.941.9093
Attachments: Figure 1 Overview Site Map, Figure 2 USGS Topographic Site Map
Wildlands Engineering, Inc. (P) 704.332.7754 • 1430 South Mint Street, Suite 104 • Charlotte, NC 28203

I*A
WILDLANDS
ENGINEERING
450 900 1,800 Feet
Figure 1 Overview Site Map
Long Creek Greenway and Stream Rehabilitation
(Treyburn Drive to Oakdale Road)
Catawba River Basin (03050101)
Mecklenburg County, NC

Proposed Project Boundary
II �
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or
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i lr r r
ff ,r1 Ni ■
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OW
IV
If I
6.7
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MOVCharlotte, NC USGS 7.5-Minute Topographic Quadrangle _� r �Ail �- 77
WILDLANDS
k P E N G I N E E R I N G
0 450 900 1,800 Feet
II I III
Figure 2 USGS Topographic Site Map
Long Creek Greenway and Stream Rehabilitation
(Treyburn Drive to Oakdale Road)
Catawba River Basin (03050101)
Mecklenburg County, NC

6 � STAT£
r� Qunr-n •nog%'•
North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper
Secretary Susi H. Hamilton
November 10, 2020
Kirsten Gimbert
Wildlands Engineering, Inc.
1430 South Mint Street, Suite 104
Charlotte, NC 28203
Office of Archives and History
Deputy Secretary Kevin Cherry
kgimbertgwildlandseng.com
Re: Construct Long Creek Greenway and Stream Rehabilitation (Treyburn Drive to Oakdale Road),
Charlotte, Mecklenburg County, ER 20-2193
Dear Ms. Gimbert:
Thank you for your letter of October 7, 2020, regarding the above -referenced undertaking. We have
reviewed the submittal and offer the following comments.
We have conducted a review of the project and are aware of no historic resources which would be affected
by the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579
or environmental. review(cr,,ncdcr.gov. In all future communication concerning this project, please cite the
above referenced tracking number.
Sincerely,
Ramona Bartos, Deputy
State Historic Preservation Officer
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6598

WILDLANDS
E N G I N E E R I N G
October 8, 2020
Byron Hamstead
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Subject: Request for Review and Comment
IPAC Consultation Code: 04EN1000-2021-E-00016
Long Creek Greenway and Stream Rehabilitation (Treyburn Drive to Oakdale Road)
Charlotte, North Carolina
Dear Mr. Hamstead:
On behalf of Mecklenburg County Storm Water Service (CMSWS), alongside Mecklenburg County Asset and Facility
Management (AFM), Wildlands Engineering, Inc. requests review and comment on any possible issues that might
emerge with respect to endangered species, migratory birds, or other trust resources associated with the Long
Creek— Treyburn Drive to Oakdale Road stream enhancement and greenway project in Mecklenburg County, NC. A
USGS Topographic Map and an Overview Site Map showing the approximate project area are enclosed. The
topographic figure was prepared from the Charlotte, NC 7.5-Minute USGS Topographic Quadrangle, and the site is
located at latitude 35.34, longitude-80.886.
The Long Creek Greenway has been identified as a corridor for the Carolina Thread Trail, providing connections to
several neighborhoods, significant commercial and retail, and a future park site on Oakdale Road. The Long Creek
stream portion of the project will involve stream restoration, enhancement, and preservation along 9,000 LF of
Long Creek. The stream project will improve bedform diversity, bank stability, floodplain connectivity, and provide
native vegetation within the floodplain corridor. Construction of this project will affect Jurisdictional Waters of the
U.S. and require Section 404/401 permitting.
Structures within or immediately adjacent to the project area include sewer lines and manholes, gas line,
powerlines, road culverts, commercial buildings, storm drainage infrastructure, and residential homes. The
surrounding land use includes forests, developed open spaces, shopping centers, and residential communities.
Based on a resource list generated from the US FWS IPAC website there are five (5) Federally Threatened or
Endangered Species that may be present in or near the proposed project boundaries. They are the Northern long
eared bat (Myotis septentrionalis), the Carolina heelsplitter (Lasmigona decorata), the Michaux's sumac (Rhus
michauxii), the Schweinitz's sunflower (Helianthus schweinitzii), and the smooth coneflower (Echinacea laevigata).
No critical habitat has been designated for the Northern long-eared Bat (NLEB), the Michaux's sumac, the
Schweinitz's sunflower, nor the smooth coneflower. Critical habitat has been designated for the Carolina
heelsplitter; however, the project resides outside of the critical habitat.
Pedestrian Survey
A pedestrian survey was conducted between August 10-13 and 17-19, 2020. Results of the survey found areas of
potential summer roosting for the NLEB and areas of suitable habitat for the Schweinitz's sunflower, the smooth
coneflower, and the Michaux's sumac. No suitable habitat was found to exist for the Carolina heelsplitter. Per the
NCNHP, there are documented occurrences of the Schweinitz's sunflower and the Michaux's sumac within 1 and 2
miles of the project area, respectively. No individuals or populations of any of the above referenced species were
documented on -site.
Wild lands Engineering, Inc. (P) 704.332.7754 • 1430 South Mint Street, Suite 104 • Charlotte, NC 28203

WILDLANDS
E N G I N E E R I N G
IPAC Regulatory Review
On October 2, 2020, a regulatory project review was conducted for the project site using the USFWS online
Information for Planning and Consultation (IPAC) determination key. A result determination was obtained for the
NLEB; however, a manual determination is required for the remaining above referenced species.
Biological Determinations
Northern Long -Eared Bat:
Based on results from this review process (IPaC Event Code: 04EN1000-2021-E-00016) "any take of the northern
long-eared bat that may occur as a result of the Action is not prohibited under the ESA Section 4(d) rule adopted
for this species at 50 CFR §17.40(o)". Official consistency documentation letter generated from the website is
included.
Please provide review and comment concerning the above referenced species, as well as any possible issues that
might emerge with respect to endangered species, migratory birds, or other trust resources from the proposed
project. If we have not heard from you in 45 days, we will assume that you do not have any comments regarding
associated laws or information relevant to this project at the current time.
We thank you in advance for your timely response and cooperation. Please feel free to contact us with any questions
that you may have concerning this project.
Sincerely,
Kirsten Gimbert, Senior Environmental Scientist
[e-mail]
704.941.9093
Attachments:
USFWS Consistency Documentation Letter
Figure 1 Overview Site Map
Figure 2 USGS Topographic Site Map
Wild lands Engineering, Inc. (P) 704.332.7754 • 1430 South Mint Street, Suite 104 • Charlotte, NC 28203

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, NC 28801-1082
Phone: [phone] Fax: [phone]
http://www.fws.gov/nc-es/es/couMfr.html
In Reply Refer To:
Consultation Code: 04EN1000-2021-TA-0010
Event Code: 04EN1000-2021-E-00016
Project Name: Long Creek Greenway
e x
hSai k 4YYFJiYJft
October 02, 2020
Subject: Verification letter for the 'Long Creek Greenway' project under the January 5, 2016,
Programmatic Biological Opinion on Final 4(d) Rule for the Northern Long-eared Bat
and Activities Excepted from Take Prohibitions.
Dear Kirsten Gimbert:
The U.S. Fish and Wildlife Service (Service) received on October 02, 2020 your effects
determination for the 'Long Creek Greenway' (the Action) using the northern long-eared bat
(Myotis septentrionalis) key within the Information for Planning and Consultation (IPaC)
system. This IPaC key assists users in determining whether a Federal action is consistent with the
activities analyzed in the Service's January 5, 2016, Programmatic Biological Opinion (PBO).
The PBO addresses activities excepted from "take"M prohibitions applicable to the northern
long-eared bat under the Endangered Species Act of 1973 (ESA) (87 Stat.884, as amended; 16
U.S.C. 1531 et seq.).
Based upon your IPaC submission, the Action is consistent with activities analyzed in the PBO.
The Action may affect the northern long-eared bat; however, any take that may occur as a result
of the Action is not prohibited under the ESA Section 4(d) rule adopted for this species at 50
CFR §17.40(o). Unless the Service advises you within 30 days of the date of this letter that your
IPaC-assisted determination was incorrect, this letter verifies that the PBO satisfies and
concludes your responsibilities for this Action under ESA Section 7(a)(2) with respect to the
northern long-eared bat.
Please report to our office any changes to the information about the Action that you submitted in
IPaC, the results of any bat surveys conducted in the Action area, and any dead, injured, or sick
northern long-eared bats that are found during Action implementation. If the Action is not
completed within one year of the date of this letter, you must update and resubmit the
information required in the IPaC key.

10/02/2020 Event Code: 04EN1000-2021-E-00016
This IPaC-assisted determination allows you to rely on the PBO for compliance with ESA
Section 7(a)(2) only for the northern long-eared bat. It does not apply to the following ESA -
protected species that also may occur in the Action area:
• Carolina Heelsplitter, Lasmigona decorata (Endangered)
• Michaux's Sumac, Rhus michauxii (Endangered)
• Schweinitz's Sunflower, Helianthus schweinitzii (Endangered)
• Smooth Coneflower, Echinacea laevigata (Endangered)
If the Action may affect other federally listed species besides the northern long-eared bat, a
proposed species, and/or designated critical habitat, additional consultation between you and this
Service office is required. If the Action may disturb bald or golden eagles, additional
coordination with the Service under the Bald and Golden Eagle Protection Act is recommended.
[1]Take means to harass, harm, pursue, hunt, shoot, wound, kill, trap, capture, or collect, or to
attempt to engage in any such conduct [ESA Section 3(19)].

10/02/2020 Event Code: 04EN1000-2021-E-00016 3
Action Description
You provided to IPaC the following name and description for the subject Action.
1. Name
Long Creek Greenway
2. Description
The following description was provided for the project'Long Creek Greenway':
Greenway and stream enhancement project
Approximate location of the project can be viewed in Google Maps: https://www.google.com/
maps/place/35.337056387022905N80.90497661114603W
Determination Key Result
This Federal Action may affect the northern long-eared bat in a manner consistent with the
description of activities addressed by the Service's PBO dated January 5, 2016. Any taking that
may occur incidental to this Action is not prohibited under the final 4(d) rule at 50 CFR
§17.40(o). Therefore, the PBO satisfies your responsibilities for this Action under ESA Section
7(a)(2) relative to the northern long-eared bat.
Determination Key Description: Northern Long-eared Bat 4(d) Rule
This key was last updated in IPaC on May 15, 2017. Keys are subject to periodic revision.
This key is intended for actions that may affect the threatened northern long-eared bat.

10/02/2020 Event Code: 04EN1000-2021-E-00016 4
The purpose of the key for Federal actions is to assist determinations as to whether proposed
actions are consistent with those analyzed in the Service's PBO dated January 5, 2016.
Federal actions that may cause prohibited take of northern long-eared bats, affect ESA -listed
species other than the northern long-eared bat, or affect any designated critical habitat, require
ESA Section 7(a)(2) consultation in addition to the use of this key. Federal actions that may
affect species proposed for listing or critical habitat proposed for designation may require a
conference under ESA Section 7(a)(4).

10/02/2020 Event Code: 04EN1000-2021-E-00016 5
Determination Key Result
This project may affect the threatened Northern long-eared bat; therefore, consultation with the
Service pursuant to Section 7(a)(2) of the Endangered Species Act of 1973 (87 Stat.884, as
amended; 16 U.S.C. 1531 et seq.) is required. However, based on the information you provided,
this project may rely on the Service's January 5, 2016, Programmatic Biological Opinion on
Final 4(d) Rule for the Northern Long -Eared Bat and Activities Excepted from Take Prohibitions
to fulfill its Section 7(a)(2) consultation obligation.
Qualification Interview
1. Is the action authorized, funded, or being carried out by a Federal agency?
Yes
2. Have you determined that the proposed action will have "no effect" on the northern long-
eared bat? (If you are unsure select "No")
No
3. Will your activity purposefully Take northern long-eared bats?
No
4. [Semantic] Is the project action area located wholly outside the White -nose Syndrome
Zone?
Automatically answered
No
5. Have you contacted the appropriate agency to determine if your project is near a known
hibernaculum or maternity roost tree?
Location information for northern long-eared bat hibernacula is generally kept in state
Natural Heritage Inventory databases — the availability of this data varies state -by -state.
Many states provide online access to their data, either directly by providing maps or by
providing the opportunity to make a data request. In some cases, to protect those resources,
access to the information may be limited. A web page with links to state Natural Heritage
Inventory databases and other sources of information on the locations of northern long-
eared bat roost trees and hibernacula is available at www.fws.gov/midwest/endangered/
mammals/nleb/nhisites.html.
Yes

10/02/2020 Event Code: 04EN1000-2021-E-00016
6. Will the action affect a cave or mine where northern long-eared bats are known to
hibernate (i.e., hibernaculum) or could it alter the entrance or the environment (physical or
other alteration) of a hibernaculum?
No
7. Will the action involve Tree Removal?
Yes
8. Will the action only remove hazardous trees for the protection of human life or property?
No
9. Will the action remove trees within 0.25 miles of a known northern long-eared bat
hibernaculum at any time of year?
No
10. Will the action remove a known occupied northern long-eared bat maternity roost tree or
any trees within 150 feet of a known occupied maternity roost tree from June 1 through
July 31?
No

10/02/2020 Event Code: 04EN1000-2021-E-00016
Project Questionnaire
If the project includes forest conversion, report the appropriate acreages below.
Otherwise, type Win questions 1-3.
1. Estimated total acres of forest conversion:
2. If known, estimated acres of forest conversion from April 1 to October 31
0
3. If known, estimated acres of forest conversion from June 1 to July 31
0
If the project includes timber harvest, report the appropriate acreages below.
Otherwise, type Win questions 4-6.
4. Estimated total acres of timber harvest
U
5. If known, estimated acres of timber harvest from April 1 to October 31
0
6. If known, estimated acres of timber harvest from June 1 to July 31
0
If the project includes prescribed fire, report the appropriate acreages below.
Otherwise, type Win questions 7-9.
7. Estimated total acres of prescribed fire
0
8. If known, estimated acres of prescribed fire from April 1 to October 31
0
9. If known, estimated acres of prescribed fire from June 1 to July 31
0
If the project includes new wind turbines, report the megawatts of wind capacity
below. Otherwise, type Win question 10.

10/02/2020 Event Code: 04EN1000-2021-E-00016
10. What is the estimated wind capacity (in megawatts) of the new turbine(s)?

WILDLANDS
ENGINEERING
450 900 1,800 Feet
Figure 1 Overview Site Map
Long Creek Greenway and Stream Rehabilitation
(Treyburn Drive to Oakdale Road)
Catawba River Basin (03050101)
Mecklenburg County, NC

i
Proposed Project Boundary `
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LCharlotte, NC USGS 7.5-Minute Topographic Quadrangle. • Iti� r ti 1 • f�- `;
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ktvw E N G I N E E R I N G
0 450 900 1,800 Feet
I I I I I
Figure 2 USGS Topographic Site Map
Long Creek Greenway and Stream Rehabilitation
(Treyburn Drive to Oakdale Road)
Catawba River Basin (03050101)
Mecklenburg County, NC

ua
United States Department of the InteriorSERVIUE
FISH AND WILDLIFE SERVICE
Asheville Field Office
160 Zillicoa Street
Asheville, North Carolina 28801
October 23, 2020
Kristen Gimbert
Senior Environmental Scientist
Wildlands Engineering, Inc.
1430 S. Mint St, Suite 104
Charlotte, North Carolina 28203
Dear Kristen Gimbert:
Subject: Long Creek Greenway and Stream Rehabilitation; Mecklenburg County, North
Carolina Log No. 4-2-21-014
The U.S. Fish and Wildlife Service (Service) has reviewed the information provided in your
correspondence dated October 8, 2020 wherein you solicit our comments regarding project -
mediated impacts to federally protected species. We submit the following comments in
accordance with the provisions of the Fish and Wildlife Coordination Act, as amended
(16 U.S.C. 661-667e); the National Environmental Policy Act (42 U.S.C. §4321 et seq.); and
section 7 of the Endangered Species Act of 1973, as amended (16 U.S.C. 1531-1543) (Act).
Project Description
According to the information provided, Mecklenburg County Stormwater Services proposes to
stabilize streambanks and modify instream habitat along 9,000 linear feet of Long Creek in
Charlotte, North Carolina. The site consists of riparian mixed forest, maintained transmission
line easements, and roadways. Surrounding land use is dominated by residential development
and forested areas. This, along with IPaC data, were the only details provided of proposed
project actions.
Federally Listed Endangered and Threatened Species
According to Service records, suitable summer roosting habitat may be present in the project
area for the federally threatened northern long-eared bat (Myotis septentrionalis). However, the
final 4(d) rule (effective as of February 16, 2016), exempts incidental take of northern long-eared
bat associated with activities that occur greater than 0.25 miles from a known hibernation site,
and greater than 150 feet from a known, occupied maternity roost during the pup season (June 1
— July 31). Based on the information provided, the project (which may or may not require tree
clearing) would occur at a location where any incidental take that may result from associated
activities is exempt under the 4(d) rule. Although not required, we encourage you to avoid
any associated tree clearing activities during the maternity roosting season from May 15 —
August 15.
The information provided suggests that potential suitable habitat for the federally endangered
Schweinitz's sunflower (Helianthus schweinitzii), smooth coneflower (Echinacea laevigata), and

Michaux's sumac (Rhus michauxii) occurs onsite (e.g. transitional areas along forest edges,
fencerows, roadsides, utility rights -of -way, etc.). However, targeted surveys conducted during
the optimal survey window did not detect any evidence for these species. Based on the presence
of suitable habitat, but negative survey results collected during the optimal survey windows, we
would concur with a "may affect, not likely to adversely affect" determination for these species
from the applicable action agency. Moreover, we believe that suitable habitat is not present
onsite for the federally endangered Carolina heelsplitter (Lasmigona decorates), and we require
no further information at this time.
Please be aware that obligations under section 7 of the Endangered Species Act must be
reconsidered if: (1) new information reveals impacts of this identified action that may affect
listed species or critical habitat in a manner not previously considered, (2) this action is
subsequently modified in a manner that was not considered in this review, or (3) a new species is
listed or critical habitat is determined that may be affected by the identified action.
We offer the following general recommendations in the interest of protected natural resources:
Erosion and Sediment Control
Measures to control sediment and erosion should be installed before any ground -disturbing
activities occur. Grading and backfilling should be minimized, and existing native vegetation
should be retained (if possible) to maintain riparian cover for fish and wildlife. Disturbed areas
should be revegetated with native grass and tree species as soon as the project is completed.
Ground disturbance should be limited to what will be stabilized quickly, preferably by the end of
the workday. Natural fiber matting (coir) should be used for erosion control as synthetic
netting can trap animals and persist in the environment beyond its intended purpose.
Stream Channel and Bank Restoration
A natural, stable stream system is one that is able to transport a wide range of flows and
associated sediment bed load while maintaining channel features and neither degrading nor
aggrading. Alterations to the dimension, pattern, or profile of the stream channel as well as
changes to streambank vegetation, floodplains, hydrology, or sediment input can significantly
alter this equilibrium.
We offer the following recommendations for the Applicant's consideration:
Streambanks with deep-rooted woody vegetation are the most stable, and stream
restoration efforts should incorporate the use of native vegetation adapted to the site
conditions. Live dormant stakes may be used to reestablish root structure in riparian
areas. In areas where banks are severely undercut, high, and steep, whole -tree
revetment or rock may be used as a stabilization treatment (small rock, gravel, sand,
and dirt are not recommended due to their erosive nature), and it should not extend
above the bank -full elevation (the elevation of the channel where the natural
floodplain begins). Deep -rooting woody vegetation should be established along banks
where any channel work is accomplished. Tree and shrub plantings should be spaced
at intervals no greater than 10 feet along banks. Vegetated riparian zone widths
2

should be as wide as practical but should extend at least 30 feet from the stream
channel.
2. Only the absolute minimum amount of work should be done within stream channels to
accomplish necessary reconstruction. Restoration plans should account for the
constraints of the site and the opportunities to improve stream pattern, dimension, and
profile with minimal disturbance.
Reconstruction work should follow natural channel design methodologies that are
based on the bank -full, or channel -forming stage of the stream. Bank -full stage
maintains the natural channel dimensions and transports the bulk of sediment over
time. Natural channel conditions should be identified using a reference reach (nearby
stream reaches that exemplify restoration goals). Restoration design should match the
pattern, dimension, and profile of the reference reach to ensure the project's success.
4. All work in or adjacent to stream waters should be conducted in a dry work area to the
extent possible. Sandbags, cofferdams, bladder dams, or other diversion structures
should be used to prevent excavation in flowing water. These diversion structures
should be removed as soon as the work area is stable.
Equipment should not be operated in the stream unless absolutely necessary.
Machinery should be operated from the banks in a fashion that minimizes disturbance
to woody vegetation. Equipment should be: (a) washed to remove any contaminant
residue prior to project construction, (b) in good working order, and (c) checked to
ensure there are no leaks of potential contaminants (such as oil or other lubricants)
prior to and during construction.
6. Adequate measures to control sediment and erosion must be implemented prior to any
ground -disturbing activities in order to minimize effects on downstream aquatic
resources. In North Carolina, non -cohesive and erosion -prone soils are most common
in the felsic-crystalline terrains of the mountain and upper piedmont regions.
Therefore, reconstruction work should be staged such that disturbed areas would be
stabilized with seeding, mulch, and/or biodegradable (coir) erosion -control matting
prior to the end of each workday. Matting should be secured in place with staples;
stakes; or, wherever possible, live stakes of native trees. If rain is expected prior to
temporary seed establishment, additional measures should be implemented to protect
water quality along slopes and overburden stockpiles (for example, stockpiles may be
covered with plastic or other geotextile material and surrounded with silt fencing).
Pollinator Habitat
Pollinators, such as most bees, some birds and bats, or other insects, including moths and
butterflies, play a crucial role in the reproduction of flowering plants and in the production of
most fruits and vegetables. Declines in wild pollinators are a result of loss, degradation, and
fragmentation of habitat and disease; while declines in honey bees has also been linked to
disease. The rusty -patched bumble bee (Bombus affznis) historically occurred in North Carolina's
Mountain and Piedmont provinces. Although not required, we encourage the Applicant to
3

consider our recommendations below to benefit the rusty -patched bumble bee and other
pollinators. Moreover, the creation and maintenance of pollinator habitats at this site may
increase the value of the project for the adjacent community it serves, and help reduce the spread
of invasive exotic plants. Please consider the following:
1. Sow native seed mixes in disturbed areas or in designated pollinator areas with plants
that bloom throughout the entire growing season.
2. Taller growing pollinator plant species should be planted around the periphery of the
site and anywhere on the site where mowing can be restricted during the summer
months. Taller plants, left un-mowed during the summer, would provide benefits to
pollinators, habitat to ground nesting/feeding birds, and cover for small mammals.
3. Low growing/groundcover native species should be planted in areas that need to be
maintained. This would provide benefits to pollinators while also minimizing the
amount of maintenance such as mowing and herbicide treatment. Milk weed species
are an important host plant for monarch butterflies.
4. Avoid mowing of flowering plants. Designated pollinator areas show be mow only
50% of the plant height, but no lower than 8 inches.
5. Avoid mowing outside the active season for rusty -patched bumble bee and other
pollinators (April 15 — October 15).
6. Leave slash piles, mulch piles, or loose dirt piles along woodland edges. These areas
provide nesting habitats and/or nest materials for some pollinators.
7. Avoid the use of pesticides and specifically neonicotinoids.
8. Additional information regarding plant species, seed mixes, and pollinator habitat
requirements can be provided upon request.
The Service appreciates the opportunity to provide these comments. Please contact Mr. Byron
Hamstead of our staff at [e-mail], if you have any questions. In any future
correspondence concerning this project, please reference our Log Number 4-2-21-014
Sincerely,
- - original signed - -
Janet Mizzi
Field Supervisor
4

Section 6:
Long Creek Greenway & Water Quality Improvement Project
(Treyburn Drive to 1-485)
Previous Permits and Preliminary Jurisdictional Determination

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
S. DANIEL SMITH
Director
NORTH CAROLINA
Environmental Quality
October 4, 2021
DWR # 21-1267
Mecklenburg County
Mecklenburg County Asset and Facility Management
Attn: David Booth
3205 Freedom Dr.
Suite 6000
Charlotte, NC 28208
sent via email to: [e-mail]
Subject: Approval of Individual 401 Water Quality Certification
Long Creek Greenway & Water Quality Improvement Project
Dear Mr. Booth:
Attached hereto is a copy of Certification No. WQC004479 issued to David Booth and Mecklenburg
County Asset and Facility Management, dated October 4, 2021. This approval is for the purpose and
design described in your application. The plans and specifications for this project are incorporated by
reference as part of this Water Quality Certification. If you change your project, you must notify the
Division and you may be required to submit a new application package with the appropriate fee. If
the property is sold, the new owner must be given a copy of this Certification and is responsible for
complying with all conditions. [15A NCAC 02H .0507(d)(2)].
This General Certification does not relieve the permittee of the responsibility to obtain all other required
Federal, State, or Local approvals before proceeding with the project, including those required by, but not
limited to, Sediment and Erosion Control, Non -Discharge, Water Supply Watershed, and Trout Buffer
regulations.
This Water Quality Certification neither grants nor affirms any property right, license, or privilege in any
lands or waters, or any right of use in any waters. This Water Quality Certification does not authorize any
person to interfere with the riparian rights, littoral rights, or water use rights of any other person and does
not create any prescriptive right or any right of priority regarding any usage of water. This Water Quality
Certification shall not be interposed as a defense in any action respecting the determination of riparian or
littoral rights or other rights to water use. No consumptive user is deemed by virtue of this Water Quality
Certification to possess any prescriptive or other right of priority with respect to any other consumptive
user regardless of the quantity of the withdrawal or the date on which the withdrawal was initiated or
expanded.
Upon the presentation of proper credentials, the Division may inspect the property.
D ��� North Carolina Department of Environmental Quality I Division of Water Resources
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
NORTH GAHOUNA
3ewh'w0f moron mom 1io 704.663.1699

Mecklenburg County Asset and Facility Management
DWR# 20211267
Individual Certification #WQC004479
Page 2 of 14
This Water Quality Certification shall expire on the same day as the expiration date of the corresponding
Individual Section 404 Permit. The conditions shall remain in effect for the life of the project, regardless of
the expiration date of this Water Quality Certification.
Non-compliance with or violation of the conditions herein set forth may result in revocation of this Water
Quality Certification for the project and may also result in criminal and/or civil penalties.
If you are unable to comply with any of the conditions of this Water Quality Certification you must notify
the Mooresville Regional Office within 24 hours (or the next business day if a weekend or holiday) from
the time the permittee becomes aware of the circumstances.
The permittee shall report to the Mooresville Regional Office any noncompliance with, and/or any
violation of, stream or wetland standards [15A NCAC 02B .0200] including but not limited to sediment
impacts to streams or wetlands. Information shall be provided orally within 24 hours (or the next business
day if a weekend or holiday) from the time the permittee became aware of the non-compliance
circumstances.
This approval and its conditions are final and binding unless contested [G.S. 143-215.5]. Please be aware
that impacting waters without first applying for and securing the issuance of a 401 Water Quality
Certification violates Title 15A of the North Carolina Administrative Code (NCAC) 2H .0500. Title 15A NCAC
2H .0500 requires certifications pursuant to Section 401 of the Clean Water Act whenever construction or
operation of facilities will result in a discharge into navigable waters, including wetlands, as described in
33 Code of Federal Regulations (CFR) Part 323. It also states any person desiring issuance of the State
certification or coverage under a general certification required by Section 401 of the Federal Water
Pollution Control Act shall file with the Director of the North Carolina Division of Water Quality. Pursuant
to G.S. 143-215.6A, these violations and any future violations are subject to a civil penalty assessment of
up to a maximum of $25,000.00 per day for each violation.
This Certification can be contested as provided in Chapter 150B of the North Carolina General Statutes by
filing a Petition for a Contested Case Hearing (Petition) with the North Carolina Office of Administrative
Hearings (OAH) within sixty (60) calendar days. Requirements for filing a Petition are set forth in Chapter
150B of the North Carolina General Statutes and Title 26 of the North Carolina Administrative Code.
Additional information regarding requirements for filing a Petition and Petition forms may be accessed at
http://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone].
One (1) copy of the Petition must also be served to the North Carolina Department of Environmental Quality:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601

Mecklenburg County Asset and Facility Management
DWR# 20211267
Individual Certification #WQC004479
Page 3 of 14
This letter completes the Division's review under section 401 of the Clean Water Act and 15A NCAC 02H
.0500. Please contact Doug Perez at 704-743-6872 or [e-mail] if you have any questions
or concerns.
Sincerely,
CA
DocuSigned by:
4110 w H pul" n' for
F161FB69A2D84A3...
W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office, DEQ
cc: Ian Eckardt, Wildlands Engineering, [e-mail]
Todd Tugwell, USACE Charlotte Field Office, [e-mail]
Todd Bowers, EPA, email
DWR 401 & Buffer Permitting Branch Electronic file

Mecklenburg County Asset and Facility Management
DWR# 20211267
Individual Certification #WQC004479
Page 4 of 14
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
CERTIFICATION #WQC004479 is issued in conformity with the requirements of Section 401, Public Laws 92-
500 and 95-217 of the United States and subject to North Carolina's Regulations in 15 NCAC 02H .0500 and
15A NCAC 02B .0200, to David Booth and Mecklenburg County Asset and Facility Management, who have
authorization for the impacts listed below, as described within your application received by the N.C. Division
of Water Resources (Division) on August 24, 2021, and by Public Notice issued by the U. S. Army Corps of
Engineers and received by the Division on August 27, 2021.
The State of North Carolina certifies that this activity will comply with water quality requirements and the
applicable portions of Sections 301, 302, 303, 306, 307 of the Public Laws 92-500 and PL 95-217 if
conducted in accordance with the application, the supporting documentation, and conditions hereinafter
set forth.
This approval requires you to follow the conditions listed in the certification below.
CONDITIONS OF CERTIFICATION [15A NCAC 02H .0507(c)]:
1. The following impacts are hereby approved. No other impacts are approved, including incidental
impacts. [15A NCAC 02H .0506(b)]
Type of Impact
Amount Approved (units)
Permanent
Amount Approved (units)
Temporary
Strea m
Stream Restoration
6,793 (linear feet)
1,728 (linear feet)
404/401 Wetlands
Boardwalk/Stream
Restoration
0.001 (acres)
0.587 (acres)
2. Stormwater Management: The applicant may provide documentation that the project will not impair
water quality to the receiving stream(s) from stormwater runoff or provide an approved stormwater
management plan. Any high density project and/or project that exceeds density thresholds must
provide a stormwater management plan for the entire project, for review and approval including all
forms and pertinent items that complies with the high density development requirements. Low
density development. The plan may be approved by the Division, State Stormwater Program or a local
delegated authority. The plan shall consider the impact of the volume and velocity of discharge and
runoff to the receiving stream and adjacent riparian areas to prevent scouring and erosions of the
features.
Citations: 15A NCAC 02U.1017, 15A NAC 021-1.1003 (2)(a), 15 NCAC 02B.0614 (8), 15A NCAC 02B.0607(h)
Justification: In order to protect against impairment of water quality standards and best usage of
receiving and downstream waters, water quality based management practices must be employed to
protect against direct or indirect discharge of waste or other sources of water pollution. Surface water
quality standards require that conditions of waters be suitable for all best uses provided for in state
rule (including, at minimum: aquatic life propagation, survival, and maintenance of biological integrity,

Mecklenburg County Asset and Facility Management
DWR# 20211267
Individual Certification #WQC004479
Page 5 of 14
wildlife, secondary contact recreation, agriculture) and that activities must not cause water pollution
that precludes any best use on a short-term or long-term basis. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric criteria,
narrative criteria and the state's antidegradation policy), the Division must evaluate if the activity has
avoided and minimized impacts to waters, would cause or contribute to a violation of standards, or
would result in secondary or cumulative impacts
Diversion ditches and other stormwater conveyances as related to the sediment and erosion control
measures shall be matted and/or stabilized to reduce sediment lost and turbidity. This includes
interior/exterior slopes of sediment basins. 15A NCAC 02H .05606 (b)(3) and (c) (3)
Justification: Failure to reduce erosion of runoff conveyances and to provide for maximum reduction of
erosion on areas not related to ongoing construction, shortens basin holding times, increases turbidity
of discharge and creates a greater potential of bypass discharge.
4. Bare/fill slopes in excess of 10 feet in height and within 30 feet of surface water shall be matted. 15A
NCAC 02H .0506 (b)(1) and15A NCAC 02H .502 (c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards (including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has avoided
and minimized impacts to waters, would cause or contribute to a violation of standards or would
result in secondary or cumulative impacts
5. A turbidity curtain will be installed in the stream if driving or drilling activities occur within the stream
channel, on the stream bank, or within 5 feet of the top of bank. This condition can be waived with
prior approval from the NCDWR. 15A NCAC 02H .0506(b)(3)
Justification: Turbidity can affect the growth rate of algae (micro -aquatic plants) and
other aquatic plants in streams and lakes due to a decrease a decrease in the amount of light for
photosynthesis. Turbidity can also increase water temperature because suspended particles absorb
more heat.
6. WORK in wet: This authorization exempts the Permittee from meeting Condition 11.9 in the attached
General Certification #4134 for the placement of in -stream structure material into waters. The
Permittee shall take all reasonable measures to construct in -stream structures while keeping heavy
equipment out of the stream channel. Only equipment that is being used to install structures may
enter the stream channel. This exemption does not authorize the use of equipment within the stream
channel for any other purpose such as a haul road, access, streambank reshaping etc. Equipment shall
access the stream at the closest point possible to reduce impacts to the stream bed. The majority of
stream flow shall be diverted around work areas along the stream banks such as toe protection and
bank sloping. All reasonable steps must be taken to limit the amount of disturbance in the channel
and to therefore reduce downstream turbidity during construction. This exemption does not relieve
the Permittee of meeting stream standards as indicated in 15A NCAC 02B. [15A NCAC 02H .0506(f)]
7. The permittee shall report to the DWR Mooresville Regional Office any noncompliance with, and/or any
violation of, stream or wetland standards [15A NCAC 02B .0200], including but not limited to sediment

Mecklenburg County Asset and Facility Management
DWR# 20211267
Individual Certification #WQC004479
Page 6 of 14
impacts to streams or wetlands. Information shall be provided orally within 24 hours (or the next
business day if a weekend or holiday) from the time the permittee became aware of the non-compliance
circumstances.
Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c)
Justification: Timely reporting of non-compliance is important in identifying and minimizing detrimental
impacts to water quality and avoiding impacts due to water pollution that precludes any best use on a
short-term or long-term basis.
8. No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the footprint of the
approved impacts (including temporary impacts).
Citation: 15A NCAC 02H .0506, 15A NCAC 02H .0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule (including, at minimum: aquatic life propagation, survival, and
maintenance of biological integrity, wildlife, secondary contact recreation; agriculture), and that
activities must not cause water pollution that precludes any best use on a short-term or long-term
basis.
9. All activities shall be in compliance with any applicable State Regulated Riparian Buffer Rules in
Chapter 2B of Title 15A in the North Carolina Administrative Code.
Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c)
Justification: The referenced Riparian Buffer rules were adopted to address water quality impairments
and further protect existing uses.
10. When applicable, all construction activities shall be performed and maintained in full compliance with
G.S. Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973). Regardless of applicability of
the Sediment and Pollution Control Act, all projects shall incorporate appropriate Best Management
Practices for the control of sediment and erosion so that no violations of state water quality
standards, statutes, or rules occur.
Design, installation, operation, and maintenance of all sediment and erosion control measures shall be
equal to or exceed the requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual, or for linear transportation projects, the North Caroline
Department of Transportation Sediment and Erosion Control Manual.
All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) sites,
including contractor -owned or leased borrow pits associated with the project. Sufficient materials
required for stabilization and/or repair of erosion control measures and stormwater routing and
treatment shall be on site at all times.
For borrow pit sites, the erosion and sediment control measures shall be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Surface Mining
Manual. Reclamation measures and implementation shall comply with the reclamation in accordance
with the requirements of the Sedimentation Pollution Control Act and the Mining Act of 1971.

Mecklenburg County Asset and Facility Management
DWR# 20211267
Individual Certification #WQC004479
Page 7 of 14
If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs), SA, WS-I, WS-
II, High Quality Waters (HQW), or Outstanding Resource Waters (ORW), then the sedimentation and
erosion control designs shall comply with the requirements set forth in 15A NCAC 0413.0124, Design
Standards in Sensitive Watersheds.
Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c), 15A NCACO28 .0200, 15A NCAC 028 .0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils,
deleterious substances, or colored or other wastes: only such amounts as shall not render the waters
injurious to public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the
palatability offish, aesthetic quality, or impair the waters for any designated uses, and (21) turbidity in
the receiving water shall not exceed 50 Nephelometric Turbidity Units (NTU) in streams not designated
as trout waters and 10 NTU in streams, lakes, or reservoirs designated as trout waters, for lakes and
reservoirs not designated as trout waters, the turbidity shall not exceed 25 NTU; if turbidity exceeds
these levels due to natural background conditions, the existing turbidity level shall not be increased. As
cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not be present in
amounts that may cause adverse impacts on existing wetland uses, and (3) Materials producing color
or odorshall not be present in amounts that may cause adverse impacts on existing wetland uses.
11. Sediment and erosion control measures shall not be installed in wetland or waters except within the
footprint of temporary or permanent impacts otherwise authorized by this Certification. If placed
within authorized impact areas, then placement of such measures shall not be conducted in a manner
that results in dis-equilibrium of any wetlands, streambeds, or streambanks. Any silt fence installed
within wetlands shall be removed from wetlands and the natural grade restored within two (2)
months of the date that DEMLR or locally delegated program has released the specific area within the
project to ensure wetland standards are maintained upon completion of the project.
Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c), 15A NCAC 028 .0200, 15A NCAC 028 .0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils,
deleterious substances, or colored or other wastes: only such amounts as shall not render the waters
injurious to public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the
palatability offish, aesthetic quality, or impair the waters for any designated uses, and (21) turbidity in
the receiving water shall not exceed 50 Nephelometric Turbidity Units (NTU) in streams not designated
as trout waters and 10 NTU in streams, lakes, or reservoirs designated as trout waters, for lakes and
reservoirs not designated as trout waters, the turbidity shall not exceed 25 NTU; if turbidity exceeds
these levels due to natural background conditions, the existing turbidity level shall not be increased. As
cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not be present in
amounts that may cause adverse impacts on existing wetland uses, and (3) Materials producing color
or odorshall not be present in amounts that may cause adverse impacts on existing wetland uses.
12. Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used along
streambanks or within wetlands.
Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c)

Mecklenburg County Asset and Facility Management
DWR# 20211267
Individual Certification #WQC004479
Page 8 of 14
Justification: A project that affects waters shall not be permitted unless the existing uses (including
aquatic life propagation and biological integrity), and the water quality to protect such uses, are
protected. Protections are necessary to ensure any remaining surface waters or wetlands, and any
surface waters or wetlands downstream, continue to support existing uses during and after project
completion. The Division must evaluate if the activity has avoided and minimized impacts to waters,
would cause or contribute to a violation of standards, or would result in secondary or cumulative
impacts.
13. If the project is covered by NPDES Construction Stormwater Permit Number NCG010000 or NPDES
Construction Stormwater Permit Number NCG250000, full compliance with permit conditions
including the erosion & sedimentation control plan, inspections and maintenance, self -monitoring,
record keeping and reporting requirements is required.
Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c); 15A NCAC 028 .0200, 15A NCAC 028 .0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils,
deleterious substances, or colored or other wastes: only such amounts as shall not render the waters
injurious to public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the
palatability offish, aesthetic quality, or impair the waters for any designated uses, and (21) turbidity in
the receiving water shall not exceed 50 Nephelometric Turbidity Units (NTU) in streams not designated
as trout waters and 10 NTU in streams, lakes, or reservoirs designated as trout waters, for lakes and
reservoirs not designated as trout waters, the turbidity shall not exceed 25 NTU; if turbidity exceeds
these levels due to natural background conditions, the existing turbidity level shall not be increased. As
cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not be present in
amounts that may cause adverse impacts on existing wetland uses, and (3) Materials producing color
or odorshall not be present in amounts that may cause adverse impacts on existing wetland uses.
14. All work in or adjacent to streams shall be conducted so that the flowing stream does not come in
contact with the disturbed area. Approved best management practices from the most current version
of the NCSediment and Erosion Control Manual, or the NC Department of Transportation Construction
and Maintenance Activities Manual, such as sandbags, rock berms, cofferdams, and other diversion
structures shall be used to minimize excavation in flowing water.
Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c), 15A NCAC 028 .0200
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious
substances, or colored or other wastes: only such amounts as shall not render the waters injurious to
public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of
fish, aesthetic quality, or impair the waters for any designated uses, and (21) turbidity in the receiving
water shall not exceed 50 Nephelometric Turbidity Units (NTU) in streams not designated as trout
waters and 10 NTU in streams, lakes, or reservoirs designated as trout waters; for lakes and reservoirs
not designated as trout waters, the turbidity shall not exceed 25 NTU; if turbidity exceeds these levels
due to natural background conditions, the existing turbidity level shall not be increased.

Mecklenburg County Asset and Facility Management
DWR# 20211267
Individual Certification #WQC004479
Page 9 of 14
15. In -stream structures installed to mimic natural channel geomorphology such as cross -vanes, sills, step -
pool structures, etc. shall be designed and installed in such a manner that allow for continued aquatic
life movement.
Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. Ensuring that in -stream structures are installed properly
will ensure that surface water quality standards are met and conditions of waters are suitable for all
best uses.
16. Culverts shall be designed and installed in such a manner that the original stream profiles are not
altered and allow for aquatic life movement during low flows. The dimension, pattern, and profile of
the stream above and below a pipe or culvert shall not be modified by widening the stream channel or
by reducing the depth of the stream in connection with the construction activity. The width, height,
and gradient of a proposed culvert shall be such as to pass the average historical low flow and spring
flow without adversely altering flow velocity. If the width of the culvert is wider than the stream
channel, the culvert shall include multiple boxes/pipes, baffles, benches and/or sills to maintain the
natural width of the stream channel. If multiple culverts/pipes/barrels are used, low flows shall be
accommodated in one culvert/pipe and additional culverts/pipes shall be installed such that they
receive only flows above bankfull.
Placement of culverts and other structures in streams shall be below the elevation of the streambed
by one foot for all culverts with a diameter greater than 48 inches, and 20% of the culvert diameter for
culverts having a diameter less than or equal to 48 inches, to allow low flow passage of water and
aquatic life. If the culvert outlet is submerged within a pool or scour hole and designed to provide for
aquatic passage, then culvert burial into the streambed is not required.
For structures less than 72" in diameter/width, and topographic constraints indicate culvert slopes of
greater than 2.5% culvert burial is not required, provided that all alternative options for flattening the
slope have been investigated and aquatic life movement/connectivity has been provided when
possible (e.g. rock ladders, cross -vanes, sills, baffles etc.). Notification, including supporting
documentation to include a location map of the culvert, culvert profile drawings, and slope
calculations, shall be provided to DWR 30 calendar days prior to the installation of the culvert.
When bedrock is present in culvert locations, culvert burial is not required, provided that there is
sufficient documentation of the presence of bedrock. Notification, including supporting
documentation such as a location map of the culvert, geotechnical reports, photographs, etc. shall be
provided to DWR a minimum of 30 calendar days prior to the installation of the culvert. If bedrock is
discovered during construction, then DWR shall be notified by phone or email within 24 hours of
discovery.
Installation of culverts in wetlands shall ensure continuity of water movement and be designed to
adequately accommodate high water or flood conditions. When roadways, causeways, or other fill
projects are constructed across FEMA-designated floodways or wetlands, openings such as culverts or
bridges shall be provided to maintain the natural hydrology of the system as well as prevent
constriction of the floodway that may result in destabilization of streams or wetlands.

Mecklenburg County Asset and Facility Management
DWR# 20211267
Individual Certification #WQC004479
Page 10 of 14
The establishment of native woody vegetation and other soft stream bank stabilization techniques
shall be used where practicable instead of rip -rap or other bank hardening methods.
Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. Ensuring that structures are installed properly in waters
will ensure that surface water quality standards are met and conditions of waters are suitable for all
best uses.
17. Bridge deck drains shall not discharge directly into streams or wetlands. Stormwater shall be directed
across the bridge and pre-treated through site -appropriate means to the maximum extent practicable
(e.g. grassed swales, pre -formed scour holes, vegetated buffers, etc.) before entering streams or
wetlands.
Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule and that activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. Ensuring that in -stream structures are installed properly
will ensure that surface water quality standards are met and conditions of waters are suitable for all
best uses.
18. Application of fertilizer to establish planted/seeded vegetation within disturbed riparian areas and/or
wetlands shall be conducted at agronomic rates and shall comply with all other Federal, State and
Local regulations. Fertilizer application shall be accomplished in a manner that minimizes the risk of
contact between the fertilizer and surface waters.
Citation: 15A 02H .0506(b), 15A NCAC 02H .0507(c), 15A NCAC 02B .0200, 15A NCAC 02B .0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils,
deleterious substances, or colored or other wastes: only such amounts as shall not render the waters
injurious to public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the
palatability of fish, aesthetic quality, or impair the waters for any designated uses. As cited in Wetland
Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not be present in amounts that
may cause adverse impacts on existing wetland uses, and (3) Materials producing color or odor shall
not be present in amounts that may cause adverse impacts on existing wetland uses.
19. If concrete is used during construction, then all necessary measures shall be taken to prevent direct
contact between uncured or curing concrete and waters of the state. Water that inadvertently
contacts uncured concrete shall not be discharged to waters of the state.
Citation: 15A 02H .0506(b), 15A NCAC 02H .0507(c), 15A NCAC 028 .0200, 15A NCAC 028 .0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils,
deleterious substances, or colored or other wastes: only such amounts as shall not render the waters
injurious to public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the

Mecklenburg County Asset and Facility Management
DWR# 20211267
Individual Certification #WQC004479
Page 11 of 14
palatability offish, aesthetic quality, or impair the waters for any designated uses. As cited in Wetland
Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not be present in amounts that
may cause adverse impacts on existing wetland uses, and (3) Materials producing color or odor shall
not be present in amounts that may cause adverse impacts on existing wetland uses.
20. All proposed and approved temporary fill and culverts shall be removed and the impacted area shall
be returned to natural conditions within 60 calendar days after the temporary impact is no longer
necessary. The impacted areas shall be restored to original grade, including each stream's original
cross -sectional dimensions, planform pattern, and longitudinal bed profile. All temporarily impacted
sites shall be restored and stabilized with native vegetation.
Citation: 15A NCAC 02H.0506(b), 15A NCAC 02H .0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Protections are necessary to ensure any remaining
surface waters or wetlands, and any surface waters or wetlands downstream, continue to support
existing uses after project completion.
21. All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams or wetlands shall be
installed as outlined in the most recent edition of the North Carolina Sediment and Erosion Control
Planning and Design Manual or the North Carolina Surface Mining Manual or the North Carolina
Department of Transportation Best Management Practices for Construction and Maintenance
Activities so as not to restrict stream flow or cause dis-equilibrium during use of this Certification.
Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. Ensuring that structures are installed properly in waters
will ensure that surface water quality standards are met and conditions of waters are suitable for all
best uses.
22. Any rip -rap required for proper culvert placement, stream stabilization, or restoration of temporarily
disturbed areas shall be restricted to the area directly impacted by the approved construction activity.
All rip -rap shall be placed such that the original streambed elevation and streambank contours are
restored and maintained and shall consist of clean rock or masonry material free of debris or toxic
pollutants. Placement of rip -rap or other approved materials shall not result in de -stabilization of the
stream bed or banks upstream or downstream of the area or be installed in a manner that precludes
aquatic life passage.
Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. The Division must evaluate if the activity has avoided and
minimized impacts to waters, would cause or contribute to a violation of standards, or would result in
secondary or cumulative impacts.
23. Any rip -rap used for stream or shoreline stabilization shall be of a size and density to prevent
movement by wave, current action, or stream flows, and shall consist of clean rock or masonry
material free of debris or toxic pollutants. Rip -rap shall not be installed in the streambed except in

Mecklenburg County Asset and Facility Management
DWR# 20211267
Individual Certification #WQC004479
Page 12 of 14
specific areas required for velocity control and to ensure structural integrity of bank stabilization
measures.
Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c), 15A NCAC 028 .0201
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. The Division must evaluate if the activity has avoided and
minimized impacts to waters, would cause or contribute to a violation of standards, or would result in
secondary or cumulative impacts.
24. Rip -rap groins proposed in accordance with 15A NCAC 07H .1401 (NC Division of Coastal Management
General Permit for construction of Wooden and Rip -rap Groins in Estuarine and Public Trust Waters)
shall meet all the specific conditions for design and construction specified in 15A NCAC 07H .1405.
Citation: 15A NCAC 02H .0507(c), 15A NCAC 07H .1400 et seq.
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. The Division must evaluate if the activity has avoided and
minimized impacts to waters, would cause or contribute to a violation of standards, or would result in
secondary or cumulative impacts.
25. All mechanized equipment operated near surface waters shall be inspected and maintained regularly
to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids, or other toxic
materials. Construction shall be staged in order to minimize the exposure of equipment to surface
waters to the maximum extent practicable. Fueling, lubrication, and general equipment maintenance
shall be performed in a manner to prevent, to the maximum extent practicable, contamination of
surface waters by fuels and oils.
Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c), 15A NCAC 028 .0200, 15A NCAC 028 .0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils,
deleterious substances, or colored or other wastes: only such amounts as shall not render the waters
injurious to public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the
palatability offish, aesthetic quality, or impair the waters for any designated uses. As cited in Wetland
Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not be present in amounts that
may cause adverse impacts on existing wetland uses, and (3) Materials producing color or odor shall
not be present in amounts that may cause adverse impacts on existing wetland uses.
26. Heavy equipment working in wetlands shall be placed on mats or other measures shall be taken to
minimize soil disturbance and compaction.
Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c), 15A NCAC 028 .0231
Justification: Wetland standards require maintenance or enhancement of existing uses of wetlands
such that hydrologic conditions necessary to support natural biological and physical characteristics are
protected; populations of wetland flora and fauna are maintained to protect biological integrity of the
wetland; and materials or substances are not present in amounts that may cause adverse impact on
existing wetland uses.

Mecklenburg County Asset and Facility Management
DWR# 20211267
Individual Certification #WQC004479
Page 13 of 14
27. In accordance with 143-215.85(b), the permittee shall report any petroleum spill of 25 gallons or
more; any spill regardless of amount that causes a sheen on surface waters; any petroleum spill
regardless of amount occurring within 100 feet of surface waters; and any petroleum spill less than 25
gallons that cannot be cleaned up within 24 hours.
Citation: 15A NCAC 02H .0507(c), N.C.G.S 143-215.85(b)
Justification: Person(s) owning or having control over oil or other substances upon notice of discharge
must immediately notify the Department, or any of its agents or employees, of the nature, location,
and time of the discharge and of the measures which are being taken or are proposed to be taken to
contain and remove the discharge. This action is required in order to contain or divert the substances
to prevent entry into the surface waters. Surface water quality standards require that conditions of
waters be suitable for all best uses provided for in state rule (including, at minimum: aquatic life
propagation, survival, and maintenance of biological integrity, wildlife, secondary contact recreation,
agriculture), and that activities must not cause water pollution that precludes any best use on a short-
term or long-term basis.
28. The permittee and their authorized agents shall conduct all activities in a manner consistent with State
water quality standards (including any requirements resulting from compliance with §303(d) of the
Clean Water Act), and any other appropriate requirements of State and Federal Law.
Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. The Division must evaluate if the activity has avoided and
minimized impacts to waters, would cause or contribute to a violation of standards, or would result in
secondary or cumulative impacts.
29. The permittee shall require its contractors and/or agents to comply with the terms and conditions of
this permit in the construction and maintenance of this project, and shall provide each of its
contractors and/or agents associated with the construction or maintenance of this project with a copy
of this General Certification. A copy of this General Certification shall be available at the project site
during the construction and maintenance of this project.
Citation: 15A NCAC 02H .0506(b), 15A NCAC 02H .0507(c)
Justification: Those actually performing the work should be aware of the requirements of this 401
Water Quality General Certification to minimize water quality impacts.
This approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your
application shall expire upon expiration of the 404 or CAMA Permit. The conditions in effect on the date
of issuance shall remain in effect for the life of the project, regardless of the expiration date of this
Certification. [15A NCAC 02H .0507(c)]

Mecklenburg County Asset and Facility Management
DWR# 20211267
Individual Certification #WQC004479
Page 14 of 14
This, the 4tn day of October 2021
DocuSigned by:
for
F161FB69A2D84A3...
W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office, DEQ

PERMIT MODIFICAITON --- 11/05/21
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-00868 County: Mecklenburg U.S.G.S. Quad: NC -Mountain Island Lake
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Mecklenburg County Asset and Facility Management
David Booth
Address: 3205 Freedom Drive, Suite 6000
Charlotte, NC 28206
Telephone Number: 980-314-2501
E-mail: David.booth(&mecklenburgcountvnc.gov
Size (acres) 80 Nearest Town Charlotte
Nearest Waterway Long Creek River Basin Santee
USGS HUC 03050101 Coordinates Latitude: 35.342016
Longitude:-80.887008
Location description: The review area is located on the north and south sides of I-485; with the western boundary at Oakdale
Road and the eastern boundary north of Bavview Parkway. Multiple PINs. Reference review area description shown in
Jurisdictional Determination Request package entitled "Figure 1, Vicinity Mad' and Dated 08/18/21.
Description of projects area and activity: This verification authorizes the following permanent and temporary stream impacts
listed below in Table 1 for the purpose of a ueenway and water quality improvement proiect. All temporary stream and
wetland impacts will be restored to pre-existing conditions after the completion of construction.
Table 1. Proposed Impacted
Nationwide Permit No.
Aquatic Resource
Impacted
Duration of Impact
Amount of Impact
Reason for impact
42
Wetland M
Temporary
0.027 acres
Construction access
27
Wetland A
Permanent
0.003 acres
Fill
27
Wetland B
Permanent
0.001 acres
Fill
42
Wetland C
Temporary
0.122 acres
Construction access
42
Wetland C
Temporary
0.186 acres
Construction access
42
Wetland D
Temporary
0.001 acres
Construction access
42
Wetland O
Temporary
0.092 acres
Construction access
42
Wetland E
Temporary
0.132 acres
Construction access
42
Wetland 00
Temporary
0.024 acres
Construction access
42
Long Creek
Temporary
64 linear feet
Construction access
27
Long Creek
Temporary
249 linear feet
Bank stabilization
27
Long Creek
Permanent
3,096 linear feet
Restoration
42
Long Creek
Temporary
94 linear feet
Construction access
13
Long Creek
Permanent
24 linear feet
Bank stabilization
27
Long Creek
Temporary
305 linear feet
Bank stabilization
27
Long Creek
Temporary
833 linear feet
Bank stabilization
27
Long Creek
Permanent
2,724 linear feet
Restoration
42
Tributary A
Temporary
24 linear feet
Construction access
27
Tributary A
Permanent
94 linear feet
Restoration
27
Tributary B
Permanent
339 linear feet
Restoration
27
Tributary U
Permanent
320 linear feet
Restoration
42
Tributary D
Temporary
67 linear feet
Construction access
42
Tributary E
Temporary
92 linear feet
Construction access
27
Tributary E
Permanent
59 linear feet
Restoration
27
Tributary N
Permanent
137 linear feet
Restoration
Applicable Law(s): N Section 404 (Clean Water Act, 33 USC 1344)

PERMIT MODIFICAITON---11/05/21
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 13. Bank Stabilization Activities, NWP 27 Aquatic Habitat Restoration, Enhancement, and
Establishment Activities, and NWP 42. Recreation Facilities
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
Conditions, your application signed and dated 8/25/2021, and the enclosed plans Construction Figures 6.0-6.5 undated. Any
violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a
restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided
it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization
expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon
the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general permit's expiration, modification or revocation, unless discretionary authority has been
exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (LAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact Bryan Roden -Reynolds at 704-510-1440or brvan.roden-reynolds(a)usace.army.mil.
Corps Regulatory Official:
Expiration Date of Verification: 3/15/2022
Bryan Roden -Reynolds
2021.11 .0511 :00:59 -04'00'
Date: 11/5/2021
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p= l 36:4:0
Copy furnished:
Agent: Wildlands Engineering, Inc.
Ian Eckardt
Address: 1430 South Mint Street, Suite 104
Charlotte, NC 28203
Telephone Number: 704-332-7754
E-mail: ieckardt( )wildlandseng.com

PERMIT MODIFICAITON --- 11/05/21
SPECIAL CONDITIONS
A. This permit verification authorization includes impacts to the Long Creek Mitigation Site, which was
developed as mitigation to off -set impacts associated with the DOT TIP R-2248 AC/AD/BA West
Charlotte Outer Loop (I485) project (Action ID SAW-1999-30776). In order to off -set the impacts to
the mitigation site, the permittee will provide mitigation in accordance with the "Technical
Memorandum for the Long Creek Greenway and Water Quality Improvement Project" dated October 5,
2021 and information referenced in the email from DOT dated October 28, 2021 requesting approval for
an alternative mitigation plan for the R-2248 AC/AD/BA project. Prior to any work commencing within
the mitigation area, the conservation easement language will be approved for recordation by the Corps.

Action ID Number: SAW-2019-00868 County: Mecklenburg
Permittee: Mecklenburg County Asset and Facility Management, David Booth
Project Name: Lone Creek Greenway and Water Quality Improvement Project
Date Verification Issued: 11/5/2021
Project Manager: Bryan Roden -Reynolds
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Bryan Roden -Reynolds
Charlotte Regulatory Office
U.S Army Corps of Engineers
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
or
bryan.roden-reynolds@us ace. army. mil
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

SAW-2019-00868
MEMORANDUM FOR RECORD
SUBJECT: Department of the Army Memorandum Documenting General Permit Verification
1.0 Introduction and Overview
Information about the proposal subject to one or more of the Corps regulatory authorities is provided
in Section 1, detailed evaluation of the activity is found in Sections 2 through 4 and findings are
documented in Section 5 of this memorandum. Further, summary information about the activity
including the administrative history of actions taken during project evaluation is attached (ORM2
summary) and incorporated into this memorandum.
NOTE: This template uses the term pre -construction notification (PCN) to identify when notification is
sent to the Corps to evaluate a proposed activity on a case -by -case basis to ensure that the activity
will cause no more than minimal adverse environmental effects, individually and cumulatively for
verification under a general permit. While PCN is commonly associated with Nationwide Permit
(NWP) verification requests, this document uses the term PCN for notification sent to the Corps for all
GP verifications (i.e., NWPs, Regional General Permits, Programmatic General Permits).
1.1 Applicant name: Mecklenburg County Asset and Facility Management, David Booth
1.2 Activity location: Latitude: 35.342016 Longitude:-80.887008 Location description: The review
area is located on the north and south sides of 1-485; with the western boundary at Oakdale
Road and the eastern boundary north of Bayview Parkway. Multiple PINs. Reference review
area description shown in Jurisdictional Determination Request package entitled "Figure 1,
Vicinity Map" and Dated 08/18/21.
1.3 Description of activity requiring verification -This verification would authorize the following
permanent and temporary stream impacts listed below in Table 1 for the purpose of a
greenway and water quality improvement project. All temporary stream and wetland impacts
will be restored to pre-existing conditions after the completion of construction.
1.4 Existing conditions and any applicable project history:
After -the -fact: No.
1.4.1 Jurisdictional Determination:
Is this project supported by a Jurisdictional Determination? Yes, Preliminary Jurisdictional
Determination 9/21/2021
A PJD request was originally submitted to the Corps in October 2020 with the Corps
conducting a site visit in November 2020. After the site visit, the applicant (at the time)
withdrew the PJD request. A revised PJD request was submitted with the PCN and issued on
September 21, 2021 under the original Corps Action ID of SAW-2020-01816.
1.5 Permit authority: Section 404 of the Clean Water Act (33 USC 1344)
1.6 Applicable Permit: NWP 13. Bank Stabilization Activities, NWP 27 Aquatic Habitat
Restoration, Enhancement, and Establishment Activities, and NWP 42. Recreation
Facilities
1.7 Waiver Discussion:

SAW-2019-00868
Does the activity require a written waiver of the NWP limits? No.
Activity requires a waiver from the requirements of a regional condition(s)? No.
2.0 Evaluation of the Pre -Construction Notification
2.1 Direct and indirect effects caused by the GP activity: The direct effects of the proposed
activity in waters would include the loss of jurisdictional waters (as specified in Section
1.3) and their associated aquatic resource functions. The proposed activity also has the
potential to result in indirect effects to waters including excess sedimentation in
downstream waters, disruption and/or killing of aquatic life in the direct vicinity of the
project area, increase of downstream flows, and blocking/restricting aquatic life
passage transiting in and through the project area. These indirect effects are expected
to be minimal due to design criteria and Best Management Practices (BMPs) required by
Nationwide Permit General and Regional Conditions. Additionally, indirect effects would
be further reduced through the implementation of BMPs required by state, local, and
Federal ordinances and regulations.
2.2 Site specific factors: The review area is located in a developing watershed in northwest
Mecklenburg County. Land use in the project area includes wooded floodplain corridors
along Long Creek and maintained utility right-of-ways.
2.3 Coordination
2.3.1 Interagency Coordination
Was the PCN coordinated with other agencies? No. Agency coordination with the USFWS is
required for the Northern Long Eared Bat. However, the Corps is not required to wait for a
response from the USFWS Asheville Office in accordance with local procedures.
2.3.2 Corps internal coordination
Was the PCN coordinated with other Corps business lines? No.
3.0 Mitigation
3.1 Avoidance and minimization
Provide brief description of how the activity has been designed on -site to avoid and minimize adverse
effects, both temporary and permanent, to waters of the United States to the maximum extent
practicable at the project site: The applicant provided a detailed statement describing their
efforts to avoid and minimized impacts to waters of the United States on the project site in the
preconstruction notification. Based on this information, the Corps believes the applicant has
avoid and minimized impacts to waters of the United State to the maximum extent practicable.
Describe other mitigative actions including project modifications implemented to minimize adverse
project impacts? (see 33 CFR 320.4(r)(1)(i))
N/A
3.2 Compensatory mitigation requirement

SAW-2019-00868
Is compensatory mitigation required for unavoidable impacts to jurisdictional aquatic resources to
reduce the individual and cumulative adverse environmental effects to a minimal level?
No.
Provide rationale: No compensatory mitigation is required because the applicant has minimized
impacts and the loss of wetlands associated with the activity is less than 0.10 acre. There are
no specific circumstances that would warrant compensatory mitigation. No compensatory
mitigation is required because the applicant has minimized impacts and the loss of stream
channel associated with the activity is less than 0.02 acres. There are no specific
circumstances that would warrant compensatory mitigation.
4.0 Compliance with Other Laws, Policies and Requirements
4.1 Section 7(a)(2) of the Endangered Species Act (ESA)
4.1.1 ESA action area:
The action area includes the waters of the United States that will be directly affected by the
proposed work or structures and uplands directly affected as a result of authorizing the
work or structures.
4.1.2 Lead federal agency for Section 7 of the ESA
Has another federal agency taken steps to document compliance with Section 7 of the ESA and
completed consultation(s) as required? No.
4.1.3 Listed/proposed species and/or designated/proposed critical habitat
Are there listed or proposed species or designated critical habitat or proposed critical habitat that may
be present or in the vicinity of the Corps' action area? No. The Corps has determined that it has
fulfilled its responsibilities under Section 7(a)(2) of the ESA.
IPAC Species in Mecklenburg County:
Name: Carolina heelsplitter (Lasmigona decorata) Status: Endangered
Name: Harperella (Ptilimnium nodosum) Status: Endangered
Name: Michaux's sumac (Rhus michauxii) Status: Endangered
Name: Northern Long -Eared Bat (Myotis septentrionalis) Status: Threatened
Name: Schweinitz's sunflower (Helianthus schweinitzii) Status: Endangered
Name: Smooth coneflower (Echinacea laevigata) Status: Endangered
Effect determination (s), including no effect, for all known species/habitat, and basis for
determination(s): Based on the latest version of the Natural Heritage Program's NHEO data,
there are listed species located within or in the vicinity of the action area and this activity is
one that would not affect those listed species. The Corps has determined that the activity may
affect, but is not likely to adversely affect species subject to the ESA. In addition, in a letter
dated October 23, 2020, the USFWS stated "The information provided suggests that potential
suitable habitat for the federally endangered Schweinitz's sunflower, smooth coneflower, and
Michaux's sumac occurs onsite. However, targeted surveys conducted during the optimal
survey window did not detect any evidence for these species. Based on the presence of

SAW-2019-00868
suitable habitat, but negative survey results collected during the optimal survey windows, we
would concur with a "may affect, not likely to adversely affect" determination for these
species from the applicable action agency. Moreover, we believe that suitable habitat is not
present onsite for the federally endangered Carolina heelsplitter and we require no further
information at this time."
4.1.4 Section 7 ESA consultation \
Consultation with either the National Marine Fisheries Service and/or the U.S. Fish and Wildlife
Service was initiated and completed as required, for any determinations other than "no effect" (see
the attached "Summary" sheet for begin date, end date and closure method of the consultation).
The USACE reviewed this project in accordance with (IAW) the NLEB Standard Local
Operating Procedures for Endangered Species (SLOPES) between the USACE,
Wilmington District, and the Asheville and Raleigh U.S. Fish and Wildlife Service
(Service) Offices, and determined that the action area for this project is located outside
of the highlighted areas/red 12-digit HUCs and activities in the action area do not
require prohibited incidental take; as such, this project meets the criteria for the 4(d)
rule and any associated take is exempted/excepted. IAW the NLEB SLOPES, the USACE
sent a Situation 1 email to the Service on September 8, 2021, informing them about this
project.
Service Concurrence: as established in the NLEB SLOPES, this project does not require
prohibited intentional take of the NLEB and it meets the criteria for the 4(d) rule;
therefore any associated take is exempt and it is not necessary for the USACE to wait
30 days for the Service to object or concur.
Based on a review of the information above, the Corps has determined that it has fulfilled its
responsibilities under Section 7(a)(2) of the ESA.
4.2 Magnuson -Stevens Fishery Conservation and Management Act, Essential Fish Habitat (EFH)
The NWPs/RGPs were coordinated with the NMFS during the permit renewal process. NMFS
coordination/EFH consultation is required if the activity affects SAV. This activity does not
affect SAV. Therefore, NMFS coordination/EFH consultation has been completed.
4.2.1 Lead federal agency for EFH provisions of the Magnuson -Stevens Act
Has another federal agency taken steps to comply with EFH provisions of Magnuson -Stevens Act
with the Corps designated as a cooperating agency and has that consultation been completed? No.
4.2.2 Magnuson -Stevens Act
Did the proposed project require review under the Magnuson -Stevens Act? No.
If "yes," state that the district engineer determined the proposed activity may adversely affect EFH
and thus requires EFH consultation with NMFS.
4.3 Section 106 of the National Historic Preservation Act (Section 106)
4.3.1 Section 106 permit area

SAW-2019-00868
The permit area includes those areas comprising waters of the United States that will be directly
affected by the proposed work or structures, as well as activities outside of waters of the U.S.
because all three tests identified in 33 CFR 325, Appendix C(g)(1) have been met.
Final description of the permit area: All three test have been met and portions of the larger
project undertaken outside of waters of the U.S. are in the permit area. Activities undertaken
outside WOUS are included in the permit area because those activities are directly associated
and integrally related with the authorized work and those activities would not occur but for the
authorization of the work within the WOUS.
4.3.1 Lead federal agency for Section 106 of the National Historic Preservation Act
Has another federal agency been identified as the lead federal agency for complying with Section 106
of the National Historic Preservation Act with the Corps designated as a cooperating agency and has
that consultation been completed? No.
4.3.2 Historic properties
Known historic properties? No. Based on the NCDCR "HPOWEB" service and aerial
photographs, there are no known historic properties located in the permit area or in close
proximity to the permit area. In addition, on September 8, 2021, the Corps consulted the more
recent version of the North Carolina State Preservation Office for the presence or absence of
historic properties within and/or close proximity to the permit area. No properties are listed
within and/or close proximity to permit area.
Effect determination and basis for that determination: The Corps has determined the proposed
activity will have no effect on properties listed or eligible for listing in the National Register of
Historic Places. In addition, NCSHPO in a letter dated November 10, 2020, stated "We have
conducted a review of the project and are aware of no historic resources which would be
affected by the project. Therefore, we have no comment on the project as purposed."
4.3.3 Consultation with the appropriate agencies, tribes and/or other parties for effect determinations
Consultation was initiated and completed with the appropriate agencies, tribes and/or other parties for
any determinations other than "no potential to cause effects." (see the attached ORM2 Summary
sheet for begin date, end date and closure method of the consultation)
4.4 Tribal Trust Responsibilities
4.4.1 Tribal government -to -government consultation
Was government -to -government consultation conducted with Federally -recognized Tribe(s)? No.
There are no known tribal interests in the project area.
4.4.2 Other Tribal consultation
Other Tribal including any discussion of Tribal Treaty rights? No. There are no known tribal
interests in the project area.
4.5 Section 401 of the Clean Water Act — Water Quality Certification (WQC)

SAW-2019-00868
4.5.1 Section 401 WQC requirement
Is a Section 401 WQC required, and if so, has the certification been issued or waived? A general
WQC has been issued for this permit.
4.5.2 401(a)(2) Process
If the certifying authority granted an individual WQC, did EPA make a determination that the
discharge `may affect' water quality in a neighboring jurisdiction? No
If Yes, provide an explanation of the determination of the effect on neighboring jurisdiction.
4.6 Coastal Zone Management Act (CZMA)
4.6.1 CZMA consistency concurrence
Is a CZMA consistency concurrence required, and if so, has the concurrence been issued, waived or
presumed? N/A, a CZMA consistency concurrence is not required.
4.7 Wild and Scenic Rivers Act
4.7.1 National Wild and Scenic River System
Is the projectlocated in a component of the National Wild and Scenic River System, or in a river
officially designated by Congress as a "study river" for possible inclusion in the system? No.
According to http://www.rivers.gov, the proposed project area is not within a designated or
study river.
4.8 Effects on Corps Civil Works Projects (33 USC 408)
4.8.1 Permission requirements under Section 14 of the Rivers and Harbors Act (33 USC 408)
Does the applicant also require permission under Section 14 of the Rivers and Harbors Act (33 USC
408) because the activity, in whole or in part, would alter, occupy, or use a Corps Civil Works project?
No, there are no Corps Civil Works project(s) in or near the vicinity of the proposal.
4.9 Other (as needed)
N/A
4.10 Compliance Statement
The Corps has determined that it has fulfilled its responsibilities under the following laws, regulations,
policies, and guidance:
Table 3 — Compliance with Federal Laws and Res onsibilities
Laws, Regulations, Policies, and
Guidance
Yes
N/A
Section 7 a 2 of the ESA
X
EFH provisions of the Magnuson -Stevens
Act
X

SAW-2019-00868
Table 3 — Compliance with Federal Laws and Res onsibilities
Laws, Regulations, Policies, and
Guidance
Yes
N/A
Section 106 of the NHPA
X
Tribal Trust
X
Section 401 of the CWA
X
CZMA
X
Wild and Scenic Rivers Act
X
Section 408 - 33 USC 408
X
Other: Select N/A or enter other laws,
regulations, policies, and guidance identified
in Section 4.9 above.
X
5.1 Special condition(s) requirement(s)
Are special conditions required to ensure minimal effects, ensure the authorized activity is not
contrary to the public interest and/or ensure compliance of the activity with any of the laws above?
Yes.
5.2 Special condition(s)
Special condition 1:
A. This permit verification authorization includes impacts to the Long Creek Mitigation Site, which
was developed as mitigation to off -set impacts associated with the DOT TIP R-2248 AC/AD/BA
West Charlotte Outer Loop (1485) project (Action ID SAW-1999-30776). In order to off -set the
impacts to the mitigation site, the permittee will provide mitigation in accordance with the
"Technical Memorandum for the Long Creek Greenway and Water Quality Improvement
Project" dated October 5, 2021 and information referenced in the email from DOT dated
October 28, 2021 requesting approval for an alternative mitigation plan for the R-2248
AC/AD/BA project. Prior to any work commencing within the mitigation area, the conservation
easement language will be approved for recordation by the Corps.
Rationale: This special condition was determined by the NCDOT, IRT and applicant to offset impacts
to a compensatory mitigation site adjacent to the propsoed project area.
6.0 Determination
6.1 General Permit Statement
The activity will result in no more than minimal individual and cumulative adverse effects on the
aquatic environment and will not be contrary to the public interest.
6.2 Compliance Statement
This activity, as described, complies with all terms and conditions of the permits identified in Section
1.5.

SAW-2019-00868
1=1421:7417WA
Date: 11 /5/2021
Bryan Roden -Reynolds

SAW-2019-00868
A. Preliminary Determination
® There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated 8/18/2021. Therefore
this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory
mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection
measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any
way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an
appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may
request an approved JD, which is an appealable action, by contacting the Corps district for further instruction.
❑ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403).
However, since the waters, including wetlands have not been properly delineated, this preliminary jurisdiction determination
may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is
merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands at the project area, which
is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters,
including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.
❑ There are waters, including wetlandson the above described project area/property subject to the permit requirements of Section
404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ We recommend you have the waters, including wetlands on your project area/property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
❑ The waters, including wetlands on your project area/property have been delineated and the delineation has been verified by
the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once
verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided
there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years.
❑ The waters, including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the
Corps Regulatory Official identified below onDATE. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (LAMA).
You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact Bryan Roden -Reynolds at 704-510-1440 or
b ryan.rod en-reynolds(a)usace.army.mil.

SAW-2019-00868
C. Basis For Determination: Basis For Determination: See the preliminary jurisdictional determination
form dated 9/21/2021.
D. Remarks: None
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)
If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed
you will find a Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Atlas: Mr. Philip A. Shannin
Administrative Appeal Review Officer
60 Forsyth Street SW, Floor M9
Atlanta, Georgia 30303-8803
AND
PHILIP.A. SHANNINgUSACE.ARMY.MIL
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by DATE.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official:
Date of JD: 9/21/2021 Expiration Date of JD: not applicable
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
hiips://re ug lator,�.ops.usace.army.mil/customer-service-survey/.

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
1W REQUEST FOR APPEAL
Applicant: Mecklenburg County Asset and Facility
File Number: SAW-2019-00868
Date: 9/21/2021
Mann ement, David Booth
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http://www.usace.army.miUMissions/CivilWorks/ReaulatoryProgramandPenuits.aspx
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division
MR. PHILIP A. SHANNIN
Attn: Bryan Roden -Reynolds
ADMINISTRATIVE APPEAL REVIEW OFFICER
Charlotte Regulatory Office
CESAD-PDS-O
U.S Army Corps of Engineers
60 FORSYTH STREET SOUTHWEST, FLOOR M9
8430 University Executive Park Drive, Suite 615
ATLANTA, GEORGIA 30303-8803
Charlotte, North Carolina 28262
PHONE: [phone]; FAX [phone]
EMAIL: PHILIP.A.SHANNIN(aUSACE.ARMY.MIL
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15-day
notice of any site investigation, and will have the opportum to participate in all site invest] ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Bryan Roden -Reynolds, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Philip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 11/5/2021
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Mecklenburg County Asset and Facility
Management, David Booth, 3205 Freedom Drive, Suite 6000, Charlotte, NC 28206
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Long Creek Greenway and
Water Quality Improvement Project, SAW-2019-00868
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The review area is located on the
north and south sides of I-485; with the western boundary at Oakdale Road and the eastern boundary north of
Bayview Parkway. Multiple PINS. Reference review area description shown in Jurisdictional Determination
Request package entitled "Figure 1, Vicinity Map" and Dated 08/18/21.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES
AND/OR AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Mecklenburg City: Charlotte
Center coordinates of site (lat/long in degree decimal format): Latitude: 35.342016 Longitude:-80.887008
Universal Transverse Mercator:
Name of nearest waterbody: Long Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
® Office (Desk) Determination. Date: 09/08/21
❑ Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO
REGULATORY JURISDICTION
Feature
Latitude
Longitude
Estimated
Type of aquatic
Geographic authority to
(decimal
(decimal
amount of
resources (i.e.,
which the aquatic
degrees)
degrees)
aquatic
wetland vs. non-
resource "may be"
resources in
wetland waters)
subject (i.e., Section 404
review area
or Section 10/404)
(acreage and
linear feet, if
applicable
SEE ATTACHED TABLE
1. The Corps of Engineers believes that there may be jurisdictional aquatic resources in the
review area, and the requestor of this PJD is hereby advised of his or her option to request
and obtain an approved JD (AJD) for that review area based on an informed decision after
having discussed the various types of JDs and their characteristics and circumstances when
they may be appropriate.
2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide
General Permit (NWP) or other general permit verification requiring "pre- construction
notification" (PCN), or requests verification for a non -reporting NWP or other general
permit, and the permit applicant has not requested an AJD for the activity, the permit
applicant is hereby made aware that: (1) the permit applicant has elected to seek a permit
authorization based on a PJD, which does not make an official determination of

jurisdictional aquatic resources; (2) the applicant has the option to request an AJD before
accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an AJD could possibly result in less compensatory mitigation being
required or different special conditions; (3) the applicant has the right to request an
individual permit rather than accepting the terms and conditions of the NWP or other
general permit authorization; (4) the applicant can accept a permit authorization and
thereby agree to comply with all the terms and conditions of that permit, including
whatever mitigation requirements the Corps has determined to be necessary; (5)
undertaking any activity in reliance upon the subject permit authorization without
requesting an AID constitutes the applicant's acceptance of the use of the PJD; (6)
accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking
any activity in reliance on any form of Corps permit authorization based on a PJD
constitutes agreement that all aquatic resources in the review area affected in any way by
that activity will be treated as jurisdictional, and waives any challenge to such jurisdiction
in any administrative or judicial compliance or enforcement action, or in any administrative
appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD or
a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered
individual permit (and all terms and conditions contained therein), or individual permit
denial can be administratively appealed pursuant to 33 C.F.R. Part 331. If, during an
administrative appeal, it becomes appropriate to make an official determination whether
geographic jurisdiction exists over aquatic resources in the review area, or to provide an
official delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds that
there "may be" waters of the U.S. and/or that there "may be" navigable waters of the U.S.
on the subject review area, and identifies all aquatic features in the review area that could
be affected by the proposed activity, based on the following information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply) Checked items are included in the administrative
record and are appropriately cited:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: Figures 1-5.2
® Data sheets prepared/submitted by or on behalf of the PJD requestor. Datasheets:
® Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑USGS NHD data:
❑ USGS 8 and 12 digit HUC maps:
®U.S. Geological Survey map(s). Cite scale & quad naive: Figure 2, USGS Topographic Map (7.5-minute
quadrangle Mountain Island Lake, NC)
®Natural Resources Conservation Service Soil Survey. Citation: Figures 4.0-4.2 Soils Map (Web Soil Survey of
Mecklenburg County)
® National wetlands inventory map(s). Cite name: Figures 5.0-5.2 NWI Map (USFWS NWI Mapper)
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
® Photographs: ® Aerial (Name & Date): Figure 1, Vicinity Man (Dated 08/18/21) and Figure 3.0-3.4 Delineation
Mau (Dated 08/18/21)
or ❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps
and should not be relied upon for later jurisdictional determinations.
Bryan Roden -Reynolds
2021.11.05 11:00:39-04'00'
Signature and date of Regulatory
staff member completing PJD
9/21 /2021
Signature and date of person requesting PJD
(REQUIRED, unless obtaining the signature is
impracticable)1
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the established
time frame, the district may presume concurrence and no additional follow up is necessary prior to fmalizing an action.

Section 7:
Long Creek Greenway & Water Quality Improvement Project
(Treyburn Drive to 1-485)
Construction Plan Sheets

LONG CREEK GREENWAY & WATER QUALITY IMPROVEMENT PROJECT
TREYBURN DRIVE TO INTERSTATE 485
CHARLOTTE, NORTH CAROLINA
AUGUST 13", 2021
100% SUBMITTAL
VICINITY MAP
PROJECT TEAM
OWNER Mecklenburg County Park & Recreation
Department 5841 Brookshire Boulevard
°�„ ! \ Charlotte, NC 28216-2403
ti Contact: Katie Lloyd, PLA
Phone #: [phone]
a
� PROJECT Mecklenburg County Asset 8 Facility
MANAGEMENT Management
_ 3205 Freedom Drive, Suite 6000
� Charlotte, NC 28208
5 Contact: David Booth, PLA, ASLA
f1 J- 7 T rt r \�� � v Phane #: 980.3142501
�-
LANDSCAPE LandOesign, Inc.
BEGM LDNG CASEK GREENWAY ARCHITECT 223 North Graham St.
I & WATERQUALIT� & ENGINEER Charlotte, INC 28202
/.
MIPRWEMENTeROJECT
rREvauRR To+eE Contact. Aaron Wagoner, PE
4 xr� STA: MOM
-Y++�F ^ -1 Phone #: [phone]
'ye ' STREAM Wildlands Eo:yineeriny
r ' ^ k;� RESTORATION 1430 S. Mint St #1 34
` ENGINEER Charlotte, NC 28203
Contact: Emily Reinicker, PE, CFM
Phone #: [phone]
STRUCTURAL $TV Inc.
ENGINEER 900 West Trade St, Suite 715
G Charlotte, NC 28202
d Contact: Paul Kelly, PE
Phane #: 704.8162518
WATER 911ALIFY IMPROVEMENT
Ra+ECT TREI'EURx i0 yE
GEOTECHNiCAL ECS Southeast, LLP
x ENGINEER 1812 Center Park Drive, Suite D
C� Charlotte, NC 28217
Contact: Laura E. Hill, PE
1
Phone #. [phone]
SURVEYOR CES Group Engineers, LLP
' 1974 Carolina Place BLVD Suite 140
Fort Mill, SC 29708
kr"
I � Contact: Kent Hudson PLS
Phone #. [phone]
~ + NOT 7Q SSCALE . SIGNAL DESIGN Impact Designs
172 Williamson Rd, Suite 3728
Mooresville, NC 28117
Contact: Nick Burns. PE
Phone #: [phone]
2[.i MOR I11 f✓lNNM 5iREE f
cHAWDt1E. RCS
iWIW LAHIOESIOH COY
FN4 +yEYI l .FNSE x Cy 6x
0
WILDLAND S
EN GI N E E R I N C:
STV
'`��1555Ir,1 l l l Iryr''+
tH• '+off
,5 i.A NQ
�q.F,yGINE.k�
OS/i 3/702i
LONG CREEK
GREENWAY
WATER EQUALITY
IMPROVEMENT
PROJECT
(Treyburn to 485)
NEMKI ENDURG COUNTY
luea�.rlP � 102D191
REVISION I ISSUANCE
i
oEg6RL-0Is'r
DRAWN 6Y
CIECMm BY.
VExi
� Rw
COVER
r
O, L

SHEET LIST TABLE
CHAPTER 4 - BEATTIES FORD RD ROADWAY IADD ALTERNATE Pi)
CHAPTER 7 - GREENWAY STRUCTURAL
Sheet Number Sheet Title
C-4-00
TRAFFIC CONTROL
0.7.01 BRIDGE 1 PLAN AND ELEVATION
CHAPTER 1- EXISTING CONDITIONS
C4-01
TRAFFIC CONTROL NOTES
C-7-02 BRIDGE 1 ABUTMENTS
C-1-0
DOVER
G4.02
BEATTIES FORD RD PLAN AND PROFILE
G7.DS SRIDGE 2 SHELTONHAM WAY BRIDGE PLAN & ELEVATION
G1.0A
SHEETSETTABLE
C-4-03
STRIPING PLAN
C-7107 BRIDGE 2 SHELTONMW WAY A6VTMNET
C-1105
GENERAL NOTES
C-4-04
CROSS -SECTIONS
C-7m BRIDGE 3 PLAN AND ELEVATION
Gt.E
EXISTING CON QITIONS, DEMO 4 EROSION CONTROL - SHEET INDEX
"-D5
CROSS-ZECTIOHS
4-7.04 BRIDGE 3 ABUTMENT 1
-I.1A
CONSTRUCTION ACCESS PLAN
G4.03
CROS&SECTIONS
G7D5 SMOG 3 ABUTMENT 2
C-1.2
EXISTING CONDITIONS, DEMO & EROSION CONTROL RAN
C4197
CROSS.SECTIONS
G7A8 BRIDGE 4 TROTTER RD BRIDGE PLAN a ELEVATION
G1.3
EXISTING CONDITIONS, DEMO 4 EROSION CONTROL PLAN
C4109
CROSS -SECTIONS
0-7" BRIDGE 4 TROTTER RD BRIDGE ABUTMENTS
C-"AL
EXISTING CONDITIONS, DEMO a EROSION CONTROL PLAN
f-4100
CROSS -SECTIONS
G7A0 SEGMENTAL GRAVITY WALL AT SEATTIES FORD RD
G1.H6
EXISTING CONDITIONS, DEMO A EROSION CONTROL PLAN
G4-10
STORM ORAINAGE AREA MAP
❑7.11 SWALE BRIDGE PLAN a DETAILS
CAA
EXISTING CONDITIONS, DEMO & EROSION CONTROL PLAN
C-4.11
PRE AND POST DEVELOPED MAPS
G7.12 APPENDIX S
G1S
EXISTING CON QITIONS, DEMO 4 EROSION CONTROL PLAN
CA-12
TURNING MOVEMENTS
C.7-19 9RIDGE 1 SPECIAL INSPECTIONS
GI -SA
EXISTING CONDITIONS, DEMO a EROSION CONTROL PLAN
C4.13
INTERSECTION SIOW DISTANCE
G7.14 BRIDGE 2 SHELTONHAM WAY BRIDGE SPECIAL INSPECTIONS
C-1A
EXISTING CONDITIONS, DEMO A EROSION CONTROL PLAN
CHAPTER B - GREENWAY PLANTING PLAN
G7.16 BRIDGE 3 SPECIAL INSPECTIONS
G1.7
EXISTING CONDITIONS, DEMO a EROSION CONTROL PLAN
C-5-61
GREENWAY PLANTING PLAN
C-7A6 BRIDGE 4 TROTTER ROAD BRIDGE SPECIAL INSPECTIONS
0-1R
EXISTING CONDITIONS, DEMO 6 EROGION CONTROL PLAN
C-SA2
GREENWAY PLANTING PLAN
G1.9
EXISTING CONDITIONS, DEMO a EROSION CONTROL PLAN
GS.03
GREENWAY PLANTING PLAN
C-1110
EXISTING CONDITIONS, DEMO & EROSION CONTROL PLAN
C3-04
GREENWAY PLANTING PLAN
C-1-11
EXISTING CONDITIONS, DEMO a EROSION CONTROL PLAN
GE.OS
GREENWAY PUNTING PLAN
G1.12
EXISTING CONDITIONS, DEMO a ERCGI0M CONTROL PLAN
C-'-06
GREENWAY PLANTING PLAN
0-1.13
EXISTING CONDITIONS, DEMO a EROSION CONTROL PLAN
0S-07
GREENWAY PLANTING PLAN
C-IA4
EX16TING CONDITIONS, DEMO a EROSION CONTROL PLAN
GS•DS
GREENWAY PLANTING DETAILS
C-1.23
EROSION CONTROL DETAILS
CHAPTER 6 - STREAM RESTORATION
4,7,24
EROSION CONTROL DETAILS
C4.00
OVERVIL!W
C-116
EROSION CONTROL DETAILS
0•6101
LEGEND
G1.25
EROSION CONTROL DETAILS
0402
TYPICAL SECTIONS
G1.27
EROSION CONTROL DETAILS (ADD ALTERNATIVE AL3)
C-$-03
TYPICAL SECTIONS
C-Ila
EROSION CONTROL DETAILS
GS.04
TYPICAL SECTIONS
C-1-9
SEATTIES FORD ROAD SOUTH CONSTRUCTION ENTRANCE SIGHT DISTANCE
C45-05
TYPICAL SECTIONS
C-Im
SEATTIES FORD ROAD NORTH CONSTRUCTION ENTRANCE SIGHT DISTANCE
C4.03
PLAN a PROFILE
C-"I
PRIMM ROAD CONSTRUCTION ENTRANCE SIGHT DISTANCE
"-07
TYPICAL SECTIONS
CHAPTER 2 - GREENWAY PLAN & PROFILE
C-S-09
TYPICAL SECTIONS
0-2-OQ
GREENWAY PLAN 4 PROFILE SHEET INDEX
G4100
TYPICAL SECTIONS
C-2.01
GREENWAY PLAN a PROFILE
CS.10
TYPICAL SECTIONS
(-=
GREENWAY PLAN a PROFILE
0$.11
STREAM PLAN AND PROFILE
0,2A3
GREENWAY PLAN a PROFILE
C45.12
STREAM PLAN AND PROFILE
C-2-04
GREENWAY PLAN 4 PROFILE
"L13
STREAM PLAN AND PROFILE
G-2.06
GREENWAY PLAN A PROFILE
C4.14
STREAM PLAN AND PROFILE
C•2.0S
GREENWAY PLAN a PROFILE
C-6115
STREAM PLAN AND PROFILE
C-2.07
GREENWAY PLAN & PROFILE
G4.1S
STREAM PLAN AND PROFILE
C-2.09
GREENWAY PLAN a PROFILE
CA-17
STREAM PLAN AND PROFILE
C-2A6
GREENWAY PLAN A PROFILE
C-S.15
STREAM PLAN AND PROFILE
('12.10
GREENWAY PLAN a PROFILE
C45116
STREAM PLAN AND PROFILE
"At
OREENWAY PLAN a PROFILE
CS.20
STREAM PLAN AND PROFILE
G2.12
GREENWAY PLAN a PROFILE
C-S.21
STREAM PLAN AND PROFILE
G2-13
GREENWAY PLAN 4 PROFILE
C 6-22
STREAM PLAN AMC) PROFILE
C-2-04A
AMSLE$iCE OR CONNECTOR PLAN a PROFILE (ADO ALTERNATIVE Arty
4�1413
STREAM PLAN AND PROFILE
C-2-06A
SELSTEAD BROCK CT CONNECTOR RAN a PROFILE
C$Z4
STREAM PLAN AND PALE
G2A7A
SHELTONHAM WAY CONNECTOR PLAN a PROFILE
C-als
STREAM RAN AND PROFILE
0,2-11A
TROTTER n WNNECTOR PLAN 4 PROFILE
C$31
STREAM PLAN AMC) PROFILE
C-297
SEATTIES FORD RD CONNECTORS PLAN a PROFILE
Cgs
STREAM PLAN AND PROFILE
C-292
GREENWAY DETAILS
"m
STREAM PLAN AMC) PROFILE
C,233
GREENWAY DETAILS
GS.34
STREAM PLAN AND PROFILE
C-2-34
GREENWAY DETAILS
C 36
STREAM PLAN AND PROFILE
C-2.35
GREENWAY DETAILS
C-0-36
STREAM PLAN AMC) PROFILE
C•2-3s
GREENWAY DETAILS
C•5-3T
STREAM PLAN AND PROFILE
C-2.37
GREENWAY DETAILS
C•G39
STREAM PLAN AND PROFILE
C-21S$
GREENWAY DETAILS
C8.38
ADDITIONAL GRADING
C•299
GREENWAY DETAILS
C E-40
ADDITIONAL GRADING
C-2-4D
GREENWAY DETAILS
C•aAI
1NETLANO OVERVIEW
G2-41
GREENWAY DETAILS
C4A2
WETLAND GRADING
C-2R2
SEATTIES FORD RD UNDERPASS ENLARGEMENT
CSA3
WETLAND GRADING
G2A3
BEATTIES FORD RD UNDERPASS CROSS-SECTION$
C-SA4
WETLAND GRADING
CHAPTER 3 - BEATTIES FORD RD TRAILHEAD IADD ALTERNATE 91)
GaAS
WETLAND GRADING
C-SADA
OVERALL LAYOUT
"A$
DITCHES 1 a 2
C,3.OL76
EX. CONDITIONS AND DEMOLITON PLAN
O.0-4T
DITCHES 2 8 5
C.941
EROSION CONTROL PHASE 1
C.6AS
DITCHES A 8 5
C-3-02
EROSION CONTROL PHASE 2
C•aAS
RANTUSTS
C-SDS
EROSION CONTROL DETAILS
C-6-50
PLANTING PLAN
C-3-05
SITE LAYOUT A MATERIALS PLAN
C•NSSI
PLANTNO PLAN
C.4.08
SITE DETAILS
"-S2
RANTING PLAN
C-3107
SITE DETAILS
C$S3
RANTING PLAN
C-3A6
GRADING PLAN AND STORM DRAINAGE PLAN
C-S.54
PLANTING PUN
03.09
INSET GRADING PLANS
C-E.SS
PLANTING PLAN
"AD
SMP • 51GRETENTION PLAN
C4S8
RANTING PLAN
C8.i1
STORM DRAINAGE DETAI LS
GSS7
RANTING PLAN
C-3-12
STORM DRAINAGE DETAIL$
0•6-58
DETAILS
"-13
PRE DEVELOPED WR
C-OZ9
DETAILS
C-3-14
POST DEVELOPED DRAINAGE AREA MAP
"-w
DETAILS
O-3.15
POST OEVELOPED IMPERVIOUS AREA MAP
C$181
DETAILS
C-3.1B
TURN MOVEMENTS
0.662
DETAILS
C13,17
UTILITY PLAN
C$.03
DETAILS
C-SAS
UTILITY DETAILS
C-13164
DETAILS
C-3-*
PLANTING PLAN
G8115
DETAILS
C-320
EMP PLATING PLAN
C4521
PLANTING DETAILS
larxWeskp-
32AHOHTHORN WREET
c"RtOnE.dC7M
1W -ate
iWlYl LAHDDFSICH COAT
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WILDLANDS
ENGINEERING
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C41402
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OS/13/7021
LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 485)
MECKLEM$URG COUNTY
iuea�.rA � 1W4191
REVISION I ISSUANCE
Ha 11ESCRIFlIDN DATE
Ce4RAR-08'r �
DRAM BY
CIECKIM BY. AAN'
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SHEET SET TABLE
�..C-1.OA

MATERIALS + PAVING NOTES:
1. ALL MATERILS, CON57RUMON METHODS, WORKuM5MP, EOu1PMENT SERVICES AND TESTING FOR ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE PROJECT DOCUMENTS AND THE
GOVERNING AUTHORMES'RLODIREMEKTS IN THE EVERT OF ACONFLICT BETWEEN THE PROJECT DOCUMENTS AND THE GOYEPPNING AUTHORITIES, REOUIREMEKTS, THE MORE STRINGENT SHALL
APPLY
2 SUBGRAOE PREPARATION. PAVEMENT STRENGTH AND THICIIMESSSIALU, BE IN ACCORDANCE MTN THE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT
2.1. PROOF -ROLL SuMPLACEPRIOR TO PREPARATION OF THE SUBBASE, THE SUBORADE SHILL BE FROOFILOLLED WITH HEAVY PNEUMAM EQUIPMENT. ANY SOFT OR PUMPING AREAS SHALL BE
EXCAVATED TO FIRM SU50RADE AND BApffILLED AND COMPACTED IN ACCORDANCE WITH THE GEOTECNNICAL REPORT
2.2. PAVEMENT SUBGRADE SHALL BE GRADED TO PREVENT PONDNG AND INFILTRATION OF EXKCESSIYE MOISTURE ON OR ADJACENT TO THE PAVEMENT SUBORAOE
3. THE USE OF'LEVEL uF'SAND uNOER PAVEMENT WILL NOT BE ACCEPTED, UNLESS NOTED OTHERWISE
f. CONCRETE SHALL NOT BE PLACED WHEN THE TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT AND FALLING- BUT MY BE RACED WHEN THE TEMPERATURE IS ABOVE 35 DEGREES FAHRENHEIT
AND FuSINs. THE TEMPERAI LIRE READING SHALL BE TAKER IN THE SHADE AWAY FROM ARTIFICIAL HFAI
al DD NOT PLACE CONCRETR WHILE IT S RARING OR WHEN RAIN IS IMMINENT
S CONTROL JOINTS(TROWEL OR SAW CUT)
51. TO BE PLACED AS INDICATED ON PLANS AND DE7ALS TO MINIMUM DEPTH OF u8 Of CONCRETE THICKNESS.
52 SAW CDT JONTS TO BE EXECUTED WITHIN 12 HOURS OF CONCRETE PLACEMENT
0.3. SAWN JOINTS ARE TO BE TRITE IN ALIGNMENT AND SHALL COWIHXUE THROUGH ADJACENT CURBS RADIAL JOINTS SHALL BE NO SHGRTER THAN 18'
5.4 $AWN JOINTS TO 66 CLEANED OF DEBRIS, DIRT. DUST. WALE, CURING COMPOUND AND CONCRETE, BLOWN DRY AND IMMEDIATELYSEAL ED SEALANT MATERIAL SHALL BE SO/MTEBORN
SCHOLASTIC SL2 MULTI COMPONENT. SEL F•LFVELING. ELASTOMERIC POLYURETHANE OR EQUIVALENT SEALANT COLOR SNAIL MATCH PAVEMENT
B EXPANSOHJOIWS
A.1. PLACE AT A MAXIMUM SPACING OF 20 V OC AND COORDINATE WITHOVERALL CONCRETE PAVING PA77ERNANOCOLOR.
Ill. PROVE DOWELS AS SPECIFIED IN DRAWING DETAE.S.
153 CONTRACTOR SHALL PRFPARE A JOINT LAYOUT AND PROVIDE IT TO THE ENGINEER FOR REVIEW THE JOINT LAYOUT SHALL BE PROV1pED AMINIMUM OF ONE. WEEK PRIOR TO PLACING
CONCRETE PAT TERN SHALL BE CAREFULLY DESIGNED BY THE CONTRACTOR TO AVOID IRREGULAR SHAPES. EXPANSION JOINTS SHALL NOT BE LOCATED ALONG VALLEYS IN CONCRETE
PAVEMENT
T ALL CONSTRUCTION JOIN TS SHALL BE SAWN, CONCRETE FINISHES TO BE PER DRAWING METALS AND SPECIFICATIONS.
8 CONCRETE SHALL BE BROCM FINISHED AND CURED FOR A MINIMUM OF Tp HOURS UNLESS NOTED OTHERWISE
B BREAKOUTS FOR REMCIVAL OF EXISTING PAVEMENT AND CURBS SHALL BE MADE BY FULL DEPTH SAW CUT WHEN ADJACENT TO PROPOSED PAVEMENT ANCOOR CURBS
1D PROPOSED PAVEMENT ANDIOR CURBS INTENDED TO TIE IWO EXISTING SHALL MATCH SHµL MATCH THE ELEVATION OF EXWTING PAVEMENT MNQR CURBS
f 1 PAVEMENT MARKINGS
11 1 PAVEMENT MALIM NG$ SHALL Be PROVIDED IN ACCORDANCE WITH THE TOWN OF PINEVILLE LAND DEVELOPMENT STANDARDS MC16DR NCDOT STANDARDS
112 FIRB LANES SHALL BE STRIPED ANWOR $R'NED IN AOL:ORDANCE WII PI LIIC, uLWERNING AUTHOR]LW KGULA I HUFFS
12. ALL TESTING SHALL BE PERFORMEOBY TERRACON, EMPLOYED AND PAID D RECTLY BY THE 0WHEIR. iESTlNO SHALL BE PERFORMED, AT AMINIMUM, IN ACCORDANCE WITH ME RECOMMENDATIONS
INTHE GEOTECHHICAL REPORT IN THE EVENT 111E RESULTS OF THE WITIAI TESTING DO NOT COMPLY WITH THE PLANS MCI THE SPECIFICATIONS. $UNEQUENT TEST NECESSARY TO DETERMINE
THE ACCEPTABILITY OF CONSTRUCTION SHALL BEAT THE OONTRACTOR•5 EAPEkSE. PAvLmU 0 FOLND TO BE DEFICIENT IN $TPENBTH OR THIGSHESS STALL BE AW K, EV AND REPLACED SOLELY AT
THE EXPENSE OF THE CONTRACTOR
ACCESSIBILITY NOTES-
1 MAX CROSS SLOPE ON PAVED SURFACES SHALL Be 2%MAXMUM, UNLESS NOTED OTHERWISE
2. MAX RUNNING SHAPE ON PAVED SURFACES SHALL BE Set MAXIMUM. UNLES5 NOTED OTHERWISE.
3. AKX:ESSPHLL HA I H OF I RAVEL SHALL BE MAIN PAINEDTHEE KH WEFILANCMV UHIS I RUU I IONS IO ANY MINIMUM, AND U 1 HUUIPW KIDJEU I O11EA1 PER I HAN 3 PNWI,C M PNH FROM WALL AND AEUVE
2r AND LEn THAN 80' CONTRACTOR SHALL VERIFY TAT THERE ARE NO BARRIERS IN THE. PAIN OF TRAVEL
♦ ALL CURB RAMPS SHALL BE BROOM FINISHED PERPENDICULAR TO SLOPE
5 ALL CURB RAMPS SHALL. "AVE A 112 MAX SLOPE IN IT PIT, DIRECTION OF TRAVEL, 2% MAX CROSS >i OPE
6- IT S THE INTENT OF THE CONTRACT DOCUMENTS TO COMPLY WITH ALL APPROPRIATE FAIR HOUSING ACCESSIMUTY GUIDELINES AND GENERAL NOTES FOR PUBLIC AND COMMON USE FACIJTES.
REPORT ANY DISCREPANCIES TO LAHDBESIGN
GENERAL NOTES:
I WE INFORMATION- INCLUDING EXISTING COHDTTIONS, TOPOGRAPHY, EXISTING UTILMES, AND BOUNDARY INFORMATION IS FROM PLANS BY CES GROUP ENGIIIEWS, LLP
2. STREAM RESTORATION INFORMATION IS FROM PLANS BY: MUDL HOS ENOMEERIND.
S WRITTEN DMENSIONSPRI; VAIL OVER SCALES] DIMENSIONS NOTIFY LAHDBESIGN OF ANY DISCREPANCIES-
4 f]IMENSIDW ARE TO FACE OF OBJECT, UNLESS NOTED OTHERWISE
S. THE CONTRACTOR IS RESPONSIBLE FOR VERFYINO ALL UNDERGROUND uTRSTE5, PIPES, STRUCTURES, AND LINE RUMS IN IHE FIELD PRIOR TO COAST RUCTION. ANY DAMAGE TO NEW
AND EXISTING VIILITIESARE TORE REPARED ILMIEOIATTELYAT NOADDUIONAL EXPENSE TO THE OWNER I.ANDDESIGN ASSUMES NORESPONSIBILLTY FOR ANYUTILITIES NOT SHOWN ON
PLANS.
B. ALL PROPOSED FINISHED GRADES ARE BASED ON INFORMATKON PROVIDED BY THE OWNERS SURVEY ANWDR 1HE CIVIL ENGINEER. ANY DISCREPANCIES IN ACTUAL FIELD
NEA$URELIENT$ ARE TO BE REPORTED TO LANDOESIGN IMMEDIATELY
A. PRIOR TO COMMENCEMENT OF HARDSCAPE CONSTRUCTION, ALL PIERS, FOOTINGS, AND WALLS ARE TO BE SURVEYED, LAID OUT -AND STAKED IN THE FIELD FOR RFYEW BY LAHDOE51GN
CONTRACTOR SHALL ASSUME At RESPONSIBILITY FOR ANY OENGLITION. ADJUSTMENT$. OR RECONSTRUCTION OF HARDSCAPF CONSTRUCTION RESULTII . FROM UMLWHORIZEO
CONSTRUCTION
B. CONTRACTOR IS RESPCIMSIBLE TO PROVIDE AHD INSTALL ALL ITEMS PER DRAWINGS AND SPECIFICATION NOTIFY LAHODEMN OF ANY MAA7f1 DISCREPANCIES BETWEEN CONTRACTORS
VERIFIED QVANITTIES, MCI BOOK, AND INTENT OF DRAWING
8P CONTRACTOR IS RESPONSIBLE FOR ALL FINAL QUANTITIES PER DRAWINGS AND SPECIFICATIONS ANY OWINTITIES PROVIDE BY LANODESIOFY ARE PROVIDED FOR CoNWHIENCE. ONLY AND
SHALLNOT BE CONSIDERED ABSOLUTE. LANDDES46N SHOULD BE MOTIF IEO OF MY GRADING DISCREPANCIES.
10. THE CONTRACTORSIMI. EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT DOCUMENTS IN THEIR ENTIRFTV SURVEY THE PROJECT AND BECOME FAMILIAR WITH THE EXISTING
CONDIT KXYS AHD SCUPS OF WORK. ALL COSTS SUBM117ED SHALL BE BASED ON THOROUGH KNOWLEDGE OF ALL WORK AND NPATERULLS REOUIRED ANY DISCREPANCY ANN OR
VNCERTAINTY AS TO WHAT MATERUL OR PRODUCT W TO BE USED- SHALL BE VERIFIED WITH THE OWNER OR LANDOESIGN PRIOR TO BIDDING
11 THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION KERNS, METHODS. TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED FOR SAFE EXECUTION ANO
COMPLETION OF WORK. AND FOR INITIATING. MAIN AININ6 AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.
12 IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS. THE OWNER BLAINVDESMA SHALL BF NOTIFIED IMMEDIATELY
11 CONTRACTOR SHALL VERIFY N.L DIMENSIONS IN THE FIELD AND NOTIFY LANODE SIGN OF ANY DISCREPANCIES FRIOR TO CONSTRUCTION.
14- CONTPAC FOR SMALL VERIFY ALL MEASUREMENTS AT THIS SITE AND AND BE RESPONSIBLE FOR ACCURACY AND CORRECTNESS OF SAME.
15 CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES AND NOTIFY OWNER A LAWDE SIGN OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION
TO- THE CON FIFIACTOR SHALL EMPLOY, AS REQUIRED BY GOVERNING AUTHORITIE5, AN APPROVED TESTING LABORATORY To MAKE ALL TESTS FROM CONCRETE, SOIL CBMPACTION NNG
WELDING TO INSURE COMPLIANCE WITH PLANS, STANDARDS AND CODES COST SHALL BE INCLUDED AS INCIDENTAL TO THE CONTRACT.
17 ALL EXISTING AWK OR LANDSCAPING MDT SHOWN TO BE ALTERED OR RELIOVED SHALL BE PROTECTED FROM DAMAGE DURING CONSTRICTION THE CONTRACTOR(SI SHALL BEAR THE
TOTAL EXPENSE FOR, AND SHALL REPAIR ANY DAMAGE TO EXISTING CONDITIONS, OR IMPROVEMENTS NOT INDICATED IN THE DRAWINGS OR SPECIFICATIONS TO RECEIVE ALTERATION,
AppNIDW OR REMOVAL
LAYOUT NOTES:
I Al L MATERIALS AND CONSTRUCTION WITHIN RIGHT OF WAYS SHALL BE IN ACCORDANCE WITH THE CFARL OTTE DOT AND NCOOT STANDARD SPECIFICATION$ AND CONSTRUCTION
STANDARDS, AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCILDN PREPARED BY THE CITY OF CHARLOTTE LAND DEVELOPMENT ANDNCDOT-
2 EXISTING UTILIT TES ARE $MCAT" SCHEMATICALLY AND ARE FOR THE, CONTRACTOR'S CUIDANCE ON Y THE LOCATION MINOR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE
PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIEA. AND. WHERE POSSIBLE. MEASUREMENTS TAKEN IN THE FIFLD. THE CONTRACTOR MLLST CALL THE APPROMLATE
UTILITY COMPANY AT LEAST a HOURS PRIOR TO AHY FW-AVAT10H TO REDDEST EXACT FIELD LOCATION Of UTILITIES.
3 CONTRACTOR EIIALL BE RESPONSIBLE FOR PROTECTING At EXISTING IMPROVEMENTS IN THE CONSTRUCTION OF THIS PROJECT THE CONTRACTOR IS RESPONSIBLE f OR REPAIRS OF
DAMAGE TO ANY EMSTINC IMPROVEMENTS DURING CONSTRUCTION. REPAIR5 SHALL BE EQUAL TO OR BETTER THAN CONDITION PRIOR 1000NSTRUCTRON-
A- ALL ONSITE PAVING DIMENSIONS ARE TO TIE FACE OF CURB, WHERE APPIACALiL.E, UNLESS NOTED OTHERWISE.
5 ECONOMY SURVEY BOUNDARY $URVEY INFORMATION IS BASED ON THE BOUNDARY SURVEY PREPARED BY CES CI MP ENGINEERS. ULP REFER TO THE BOUNDARY SLNLVFY ANI PLAT
To VERIFY PROPERTY LINES AND EASEMEN R LOCATIONS.
WE NOTES
1. TRASH CANS AND BENCHES LPNCLUDING BASEST ARE TO BE INSTALLED BY THE CONTRACTOR
2. THESE PROPOSED LOCATIONS ARE TO BE LOCATED ON SITE WITH MECKLEHISURG COUNTY PROJECT MANAGER AND PARK AND RECREATION PLANNER.
D• CONTRACTOR TO NOTIFY LECIKLENBURG COMRNTY PROJECT MANAGER TOSET UP SR-F WALK FOR THIS PURPOSE AFTER PAVING IS COMPLETE
LmdDeskp-
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I PAL ]028I91
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ISE FOR CONSTRUCTION
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ANDERSON
EXISTING RIP -RAP cotgoeggow
T tM—Y sT NEAR1 cYzcwtislNG
DENUDED LIMITS - IMMIMMIMMLITIMMIMMIMMI
(NCDEO 6.701(DETAIL 411E-1.m
EEC. TOP OP BANK
TEMPORARY TIMBER MAT STREAM
3(Y STRSAM SIDE ZONE -
CR0.581NG
(DETAIL AM, 2S)
SILT FENCE ICLDS 30.09A)(DETAIL
PROP. HAUL RDA* IOUTSI*E OF
- - - -
HIGH HAZARD SILT FENCE (CLOS 30.91
GREENWAY ALIGNMENT)
- - - - - -
(DETAIL "C• 1.23)
INLET PROTECTION [OLDS jQ.16) 0
TEMPORARY TIMBER MUD MAT
WETLAND CROSSING
) CRO25)
ROCK CHECK DAM OLDS 30,10 DETAIL WC-1.Z4} - r
( 1(
(DETAIL
SILT FENCE ROCK CUTLET
pipEL.INL: AIR BRIgGE CRDSSIrrG
(OLDS 30.GBC1(DETAIL AAHC-7.23}
IL #
(DETA37G1.25]
TEMPORARY SILT DITCH
PROP. HAUL RCA* �yyITH 2- STONE —
(OLDS 3D-G51 IDETAIL>rTIC-T.23j
BASE AND GEOGRIi]) (WAJ AIIC-1.27)
- -
NOAMPACTAREAS 1
STAGING AREA! STOCKPA.E
I-------1
(PROPOSER BOARDWALK INSTALLATION)
LOCATION
L _ _ _ -
CONSTRUCTION ENTRANCE
TREE PROTECTION PENCE
--
ICLDS 31LI1A) (DETAIL ILI ICA_24)
(CLDS 40A21
TEMPORARY FORD CROSSING L-----_-
(DETAIL TUIC-1.241�� � � � ��
GEOTECNHIC.44 BORING
g_xx
TOTAL DENUDED AREA= 67.18 ACRES
aL=FOYRFE Y[ u 01 GI
CALL 1.900-632i949
N_C• ONE.OALL CENTEH
IT•S TH E.' WWI
411111 IAAPXEY .ernaarA
M N❑RTII IXUHAM MEE F
CxAI4DTTE,-07-m
IN 320 0325
11M1IlV! LAIODESIGN COM
,144, FELA L IrjI4$EuI:..pena
WI LDLANDS
PNGII3=FYIhlG
STV
_ . '•� �'�-tip
LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 1-485)
MECKLENBURG COUNTY
PEA ]02B 191
REVISION I ISSUANCE
nFN.WO8T OSR.
DRAWN BY OSR
A�CNCCKOBY ARW
Yr.r xa
NIXRZ.
•• OEXESPNIG CONDITIONS,
DEMO & EROSION CONTROL
PLAN
L

PROPERTY UNE
EX- RIGMT OF WAY 1eIFF�
exMAJORCONTOURS--bEt>-- -
EX- MINOR CONTOURS �eN
EX- I'REENWAY EASEMENT -- -- -
EX- SANITARY SEWEA -
EX- FENCELINE — - —
FEMA FLOODWAY ENCROACHMENT LINE- - —
SWIM BUFFER • — — —
COMMUNITY ENCROACHMENT LINE
PCO BUFFER UNE --- ---
E7(- WETLANDS
EX. SANITARY SEWER MANHOLE -- €t
DEMOLITION HATCH
TREE SAVE AREA
- WiLDLANDS SEEOING AREA
1 ALL ENLSTIHG WEI LANDS WITHIN LOQT'RO.IECT LIMITS ARE TO BE 'NO IWACr ANU
PROILtI[D rnRaueHdn LDNS IHuc 11[ rnlO MA+s nIL +O ae ws, nLL[D FOR Au
TEMPORARY WC TLANO CROSSINGS AS SHOW N CR TI IC PLANS
2 CONTRACTOR SI ALL STAKE AND CONFIRM ALL WETLAND UWS FRIOR TO CQNSIRMTION
wv_S
EROSION CONTROL LEGEND
EXISTING RIP -RAP
TEMPORARY STREAM CROSSING
DENUDED LIMITS .I,m
INCOEO 0-70j I DETAIL *F-1.281
-I
. I
ME
EX- TOP OF BANK —
TEMPORARY TIMBER MAi8TREAM
3G' STREAM SIDE ZONE
CROSSINDETAIL OG {!C-1,25)
SILT FENCE {GLOB 30-OSAj [DETAIL A2IGI.23] �.-��
PROD HAUL ROAD (OUTSIDE OF
HIGH HAZARD SILT FENC) KCLOS 70.06Sj
[DETAIL 031C.1.23)
GRCCNNA( ALIGNMCNT]
INLET PROTECTION (CLOS 3D.15) ❑
TEMPORARY TIMBER MUD MAT
ROCK CHECK DAM {CLDS 90-TO) (DETAIL$4fG1.24) - r
WETLAND C"1 25) G
{DE RIL aK7fC-1.2 BI
SILT FENCE ROCK OUTLET _ ®
PIPELINE AIR BRIDGE CROSSING
ICLDS 30-MC)(DETAIL "C-I.25)
IaETAl4OSlC-1.25)
TEMPORARY SILT DITCH
pROp. HAUL ROAD (WITW 1Y STONE{GLOB
90.06] {DETAIL N11G33�'-§�
BASE AND GEOGRIC] (DETAIL NVO.127)
NO -IMPACT AREAS
STAGING ARFA I STOCKPILE
IPROPOSED BOARDWALK INSTALLATION)
LOCATION
L �+
CONSTRUCTION ENTPANCE
TREE PROTECTION FENCE
[cLD$ 30.I I AI I DETAIL 01fC4.24)
(CLD$ 40.02)
TEMPORARY FORD CROSSING ��"�
GEOTECHNICAL BORING
$_),'}I'
(DETAIL 01C-124)
RDExsr1RG51FFYULac«wv1H5pEGF
,
AMRIESIDE DlUYE �
6
Y
'
1
\
\
101,E DF MEYVAML TOMElpv REk1DYEG AND icEEn-AAA
REFER RJ C_Q.114A FCR PROPOSED TRAIL CONNECTION
f
C-4 YALLEYWIft
* ISTWGI SHRElw .
/
\ \
-
ORE REMOVED
EXS[IEWPLK OR NORTH SIDE OF AMEIESIDE DRNE
\ EX COOT RN!
Ex1GTNG4AHAU0
-
`
, THPMAAB-LPVER
�� h
•
Ex YnGa NOLLARps m•.. qx
- r
Ex IBC LF Dh SPLIT RAIL FENGF TO
TO IX REMDA'r:D
`
BE RC#1 D MO REINSTALLED ON
ADAACENT PROPERTY
NI
All. 0P521482
1
GAWY I31 II
025A WITH
� r
�
f 8YM 201i•1 BCRR0IYER LP
\
1`6I RAHTHALLA ROAD NOTETOTAL DENUDED AREA= 67.18 ACRES
1, µL- TRDCK AND HEAVY EQNWWW TO WTILLZE THE MAIN TIAUL RWYP WITH SLGNE / /
RA%ANDrFI p / L' _ ` • _ \
2 NO DUMP TRITONS OR NERVY EQUPMEITI i0 UTIIZE THE SSE HAUL RQAO3. _ - _ �- \\ -- - - - -
S ALL TEMPORARY SEEDNG IS WTENDED FOR ALONG ALL GREENIYAT HAIR / �\
DE.WATERWG NOTE •.•_L-^v �•• / \ '
1. CONTRACTOR TOOE•WATER THIS SITE DULY 14 'FjL VVE To BE RENDAEB_� �
2 AMER A L RAIN E4CNTS, SITE SIK%ULD BE DE WATERED WITHINV N0UR3 `- /4 n r ' \ \ \ \ H4 L-MW tiAN11nkT SEWER RAYa Y
3 If WRRENT EROSION CONTROL PAHCE
WASURES DO NOW ALLOW FOR THIS, CONTRACTOR TG 'r• + \ CRCENWAY RCCLSS EASEMENT
I
NST.y.IlxtTwEIE PUMPnNOdIUA1111Ps,NEAM OF ROCK CHECK DAM in A/LDWr FOR /// ,' I LWE F" I ` \ MAP BOOI[25 PACE 5m
DC WAT FIG IN AREAS WHERE POSITI4E DRAINAGE CARMYT BE MAMANEO REFERM ! P re
DETAIL N- 127 FOR INSTALN,iUN Or DRYWELLFUMP. /
A COHTRACTCNt TO COOROWFTC WITH HCDEA IHSPCCTOR f JR NUSTALLATIOH. / F - 1 1 � \ .`Wr.rE / Nii
_' ` Ylaff SG1.3A MR WAn t - J / 11' ` 90FA25PAQE 50e N IRCIE� AHOREwS - \,
PREP ILAULROA0R111TSIDE
DF DRHALL FL ALN3NAE11i1
PROP 3D MH 4RD.L.3r- CE-
VCLD5i7068KPETA4EJy'Tx1)CENTFALINEf1YPJ 1 \ J .1 IDSTE'
[(• t` J 5 Jy�/ ti 1 - WYW]i1150' ..�
•_.--•-•. •ti \ A 11 ,mow �1 t O .� ! ' / �I r. .. IN OUf.mI.5F -
-•E'x WETLA P� _ if `
[TO�PROTECIE9} - ' -• J•, .. IC RRBEE FW �I f PARCELLINE [T ) I w FEW MOOO FRwM I.Ir♦E
CROBF-Q UNDER IR WIDE / M r.x w IFUTME IVY YEAR( -
. TE- IPORANR� LROAD \ .moo isrC Es il.c
• f , N,f' APPROXIMATE DEPIK w I + �� _ _ _ _ {P--_-_•. \
_ t •�•�•�• � '�'(( .•�_�. �. 9PILID SwITrARr
w_�� 1. �•'t ` APPROXIMATE DEPTH 26- i ^ '-•_••••• e-•-•_••••••_•••-• :'�'• •�iy _ _ SEWER FA9El WW
'•' .--� _-_-.- \ f w•f.•.••T.'. •. •.�-'• •F, 900KISPAGE 5ID
PIILIT'. TEANrORARY RAISER AkWETLAND �I�Npp� \ OO r, , \ _ • • • � • _1 �• • •
CR033aN6 {nPJ [OEIAL 12C.1251 •`f \• E[ »LTIATOS RYP.1 • • • •
=:: i 0RE F3 OTELiDI ••_•_
f�
1
FEMAfLCOfAVRY
PREVIOUSLYG WTI WIDGE TO REMESEMAINCOHIRA TO ROSE! Ij'A /� ENCROAGIMEHi LINE _Tp .\
UP MEETING WITH COLIXNIL REPRESENTATNE PTNOR TO URI2IN[i A ` _ •n -
ARBRipGESFORcDNsTRLHDTKHTECAIIPEMENi \ ' / S _ _ _
j REPA6uREPI.CTFMEN[ANr RR NEEDED COHTNAMOR TO EIGR IO O 4f \\ '-j" - ••$ Yi AH CRDRS REARETrR• _ •-•-• .-� .
OETAA wTIC-175 Fpk AEPLAcENERT�NEEDF7 _ _ '�• '.'. •. .•.•_•_•••••••-' _�-
cDLONµLcORtACT WTDR BRCKE/$TO55 I i I \ ' 1 - I. - - _ _ _ _ _ lr'-` _ -_ ',�* ' • • ITTP.] �ETAR aaC,]9 • MMAPLQtlOW Y • • • •. • •. . . h .'. •.
PHONE.2 m 13R2 • fA T \ i 7F _ - ^x0.�.Of ` - •ST -
EAVIILAMCKENSTOSS(pOLPIPE.CQM yP ` rat _ _ __ _ _. • . . .-E1aDROAp. . LN. .•.••••• ...•.•.•. .
A LTD BE DONIAC'1EC PTTIDR roNSTAL LWGAR BNIDGE r{ktNG TO BE I $ '} ♦ \ I \ PHLw. HAua HwW ihulNit - - _ �r •�'.. -
SETUPINfEiDwmICOLOHULCONfAGn 1l ••.-•'.'•
' MEGIWATALIriWENTJ
CONTRACTOR TD WWALLY"w, 51N WITH,-tHIS ARSE •E%.lYEiLANOS TTYP-,- - •_
(AW�ROX40 PEET IN LENGTH)A0Gl EMNG+51RIP1RGP I -' 1 , ► - _ •�.•.•fFO DE PROlEC1ED1 •_•_:.•.•.• - ••
EOUD'AENr ALOWED ON GRADE WRHIH THIS AREA' - _
_ PROP HIGH 1u2ARJ15AT FPIGF . -
i ./ S ICLOS 8RD99KDETAIL NSC 1s81 - '•� •��-•••-••••••••••••--• ••••-•'- -_-
• PROP SrTdAN CRpSgRG+ I ] > iROP. HAIL RO4➢Ivur3uE - PREP TEMPORARY $\I BITCH
. F - - y - • PROP. TEMPORARY IIMDER
r YWE1LANp tRDsguw -
_ MOM AOLF OF IxLAI AA'CAIP OFPAEENWAYALIEiNMVNt] EX SSTAII (OIN.. 30 06)("P) IGETAL AUC-123]
•'•'•-•'•'•'•'•• 1y1 1 fL - RWADIAS' V -. HLOP SAT FENCE LCLDBS wp -
. 1 PROP TEMFORMY RDrKO LOC DAM .µ •' � - - -
• - Ex LTD BE PIED-TkC1FD1 _F _ I l r S - \ H!Y W.Bei 1i TREE SAVE AfiE4 [TWAT 4t IbEYA�. sLF1 TJI. -.' _
�OJ11 - WYOUT.e6i 61' ICLOB 8D10A1 [1YP.y METAL N4C•121} _
rl• IFU}uDE I� ••�••••
f , DEN1IDEG UMTiS it YP 1 l - 7L V rt \ � \ \SLT FENCE RD7L DUYLEi 8 _1 - F.STNOSA VAR. •� GAEEHWAY U4KNMENU 1 � .'M• ..
4P _ 1 r_ .,// r , LCLDS ]a ogD]IDETAq Nw1 n1 -� /, _� SEWFROEHTERL'a jT�I�ETAA ruG1 X2y
•' ,, 1 1 r _ �I�� .� L�� 1 I ��� 27OMLUSNIRAHr 3V-35 Nc 4 _ •-\� - - .[pa 2p
• • _ n/ vm Ixx tan uo[ w 1 ' 'pp ! p SEWER PLAIT MRP 'PoflM F
'`pV� � DODI<2I PAGE B31 l
/, V
I Ij tiPLDQ�Im ITTT�
I - T,Mrw RYCRQaBUr¢rs r` All \ � `� ',-°5i9 -$ S._f •� � �" •�F
_ PIyOP HEAJ.I I�G��XG
�'. ' j:•' - wRH NRvaDunl NS-cMP@o.e`I
••1 {NCITEPE III IHHIAIL Vt.C-1 .'�] T '\ �a='1. •PROP. BRIDDEn V `� '�^-c l �5, F-C 53 I. I•Np O
' _- •' �T •1 { 1 J�• CONTACTOR TO SUBMIT BRIDGE INSTALLATION KAN S•IOYUWC AFTIIOO OF LOA] h 10 [ODS _ RUT TOTN C/��TS _ ��
,•••' -•f.• _• .•L, BRIDGE IRSTAMATION{cRANE OR OTHER EGMr,�R11,D CHARLOTTE yre `\�>' 1 UIY IN'b9la+• '^'" T nDmum; LNDSCTYPJ�• ,
1 l _ {\ ♦ \� $/WATERFOR RE'EW ME) APPROVAL MICR TO CDNs1R- II ON ALW y Bk \ -� - INVOUT%M41'- � p
_ce_ M r ROOK71. OA'P»rtn+F ww• r 1 1• py� ,
s✓AP ILooK Ti PAD} CDT '/, _`.a1 \ �. If �-� `A REODIREO WA,L aE CAL CUMTICN$TDS,IOW EWIPMENT LDI�DINO IN
_ Al -••• - ` l5 SWRR ` g REIpTIOH iDEx15TNG u»rtnRY SEWEREASErY�H1 rD tiHlyx NO rPACT / ► _ �'§�� 'SS Y w o e
1 ` y 1 it / WILL RE IM1ADE TD CHARLOTTE WATER SANTARYSEWER LINES. \ • y l ~ � l - _ _ ` 'Z•yT � �`tLw� S ~ _ .f�
_-.-••�1 J r f 1 - •. • EXSSMN LL
FK 1s RReFC PVC H0}� [ - cHANLDTrE WATER cwTAtT' Il r` 1 $��` _~ � 110D GD�LDO� qD' RBA.imWILDD�LV-
_ r1 p
lj _ NY IN.Bl6 �' 't
r$ FJL iREfiNE LTYP I / , - P1t6481NG HATTER IB WYIE YIP / 1''.'�,L�yT, �L ~ : Iy� 1VEL RICE' FO+STbPr31: WIum HIWLI�'iNIkiN YT' \ \ .. \ l (�.. 1�j',�_
.' +`b_•, d+_ ! R!I !, T Y >>\ _'RC7Ey' _ :�»._. NN0LR.89920"�a-L �_ 1i
-.•• I -_ f- �- TEMPORARY hWx. RCN) •J -` - ' \ \ - x r• -_
Ex fu'rLBBEDYVG
G{� p 8�. - � $? �! � ern � // cRGsearEB urnER 1e'rmE I r' 1 } I r 81� • `\ ��((•�$-- �' er v - !' 1 � `� ¢
Y-•,5� .// J Ex Wfrop 5{n'P
ITOSEm"mcTEDI •• •I Y = x ��, JY �f /f/� (•�• \~\ __ _
F. \• ^� _ _ • \� A j' 1' ` \ , I! 1 ip/; / E1 (;STREAM CENTERLINE 9W I
�
/ I 7 S f Sac \ �� _- I f s '•� _ A .�
PROF slit FENCE 1b.D5 TD DAAI FOPDYPRG65TNG-
LDETRRN2L^1.231 _
IDETA4. I•.MGt.2o 1
\ ` PROP. STAOING AP[A l - r ` 1 _ WILOAH ENTTOP OF STREAM
/ STOCAPILELOCATgN [TYP.I - _ _ �l _ fiEI�LNNiAEM TOP OF BPHK[fYP.1
,+•� f y / *A RELOCATE FORDCEt-TI6i0 _ ESL=FOIiFE YC]Ll d161
/r c LpO y ' - - PROPOSED S1RF1M f fiEAl alilEC NIF RORMA1gH
PRnPnRF.D puNNEL AFTER CALL 1.9CIU632�948
/ Leo Air - • _ ' - - i N-C, OWE'•AH EFL 6ffNTEFV
is COkIPLETED �_ R - - ITS YHE LJ4VYI
/ J _ j \-r ` - NY W BBl BT / G� -� - I / ` _� - - _ _ ■ MAP KEY
�/ �� _ - �' �IMW rnUt ®ASs �•OO9 --...` I + rFEMA FLVODwAY - -
/ � ' � 9° � ' �, ` xOl4 WAlEil WALITY BUFFER 1_`J/ E�tRoA.t1.1EHruHE �
Ex sp1H PROP. SLT FETICE ROCK OITTLET w em I:Iw.snr.Neer ~
/ r ]1 / I-x Yl' Y-T ~�[� >f J - r - I 4 IDS W DFCNDELAL m,l TJI 1 1
/ fJf JJ / PROP HILL ROAD IFUME / Oc WV IN FET SV r I \� I 1 , -
\ ♦ / INv.vuT.earsa r 1 I i ` - _ _ - - - _ Y '•'9 '1
JDET IL N1Y 1 DNMEHT} I / cEMA FL0f1PW1Av
\ . � ICETAl N11G12T!/� 1 � EHCIOACIMEHT W!E - - - 1
PROP $4T FENCE RpdcDUT.ET
PROP TEALpmRY StT OTTLH • • % / 1 � \ _To
/ -
'ruTCIl18F#SHkE� Cl CDMM1HUA`TK]!N r ,I.�� ��Y C'., ICI s - ~1V.,
2A NORFII ORAHAM M HC U
CHARI-017TE,NCTPPR]
rM T3T 0225
1ri0. VIA.I K* s*--N
HIT%ETI6 FE3HlKFNSE N C.G�
WILDLANDS
ENGIN3 RIfINT
ATV
\\Y Y 15 i t IC,I, I+I I I IIj
*I � *
`1�'AR r.
e A Ir
E
'rr II1111 AA
081,31202,
LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 1-485)
MECKLENBURG COUNTY
L A 102ll 191
REVISION I ISSUANCE
RO4C1406r CSR
DRAWN BY 08R
A�CHCCKCO BY ARM
YERT wA
IIOR2.
o iR W AV
�• EXISTING CONDITIONS,
DEMO & EROSION CONTROL
PLAN
C-1.3

1
,'. .. • eel � , �
VALCOURT
OIS WATER OIIAlfTY BUFFER(
. Port , � ti \ ROAD
• EIC 1YE1LAFg51TYp.1 . a
• rto BEPRUTECTEDf � Gb+■ �i /
,'. •• � ENCBOAGNHEMi LIME
. ��'. •;�•, l y ��� I I arn�S�7ry S�eEr
6 II
t E1L WEitA1OECXDI .
{ 1c.,� A 8 EEwI F1L,ODf [1WYEAR)
nrruRe 1m YEAR)
1 I
_ I
ONMAbWEAEAT STRWrtMU
lA f 4 A10RENiTI
NtlT.EARIT!'I511WWAPM9TAlLOWEPO"GRArtynil_11SREA
TOO
. /
1tDD
PREYIouslY INSTALLED AR BnDGE TO REMAIN. CONfRLCTORroSET UP MEETDeCi rwFM
,'Ex•WETyfwpS {Twt COLONIAL REPRESENFAINE PRIOR ro UT MI AIR BRICGES FOR CONSTRUITN $ ' ._ l THIL111I IIFS'1Pl
(TO OE PROTESTED) A FWIPkIlA Nl H4PABUREPV4:k14N I WY RE NEkLW tXN IRAGI OH IU ULFER IQ ��; -
">� i 0E1AI,[PC1]S FOR REPLACEMENI IF HEECFp - / 8rlot,�V S iI __
COLONIALCONTACT GKTORMCTFIISTOSS _ I 1AOr[pO�WD�l00 �J �__ :1-
4�
PHONE 25f1-284 i592 -Amskopm _—`AS—XF $TO5S0001UP6rtCW '1 , - PaCP HAUL ROAp vDE CROSSING UNDER ,tr M>pE F (fp gE OUWACtF, PRIORI INlfALI InO AIR NNIP Er MEEIIN* TO W SEY uP IN FIELD- TIMPOWY MAUL RRMI 1 wTTH COLONW COHtAOT1 OF CAEFNNAY AIIf�llElrfl \� s1 IAO�l.LG9�L 1 � TS�-li-
', •� ••'. ` • ' .. •, •C• ', •. 1 wmerq :. \ - PROP NIGIi HALLRD S TPENCE ��SAO �Ytlfrl� - 55 - SSMH ` ➢ .. _
iC"-V Dmmtx MI. or-, 731 oos WQ—loa�iOD EhiORlRrC OS�NG NS RM ru.1 s �
l PROP. TIMUCR MAT MMPOPARY - - - _ _ - t ; S PfipP SrREAM cRO$74 1 WY Wf.9M.Dj~ - � '• • ,• ' •: ,• ' ••. STRFJ!McHoticIN1-'w l cNYayNIKS WITn G1/u ��GxY
•• uF . • '•• PRpp TEIppAAAr rIeEEH IDETAL •I� 1 251 EX YFFRANO rw< y l iOEO530,il IDFfAa alwf Tat - �- - Yy
�1�� •• • •� . • ' ' A,At WF.VANDGRaR511+c (TO IE PROTEC1Ep1 ..-
•(FYP.1OD AL ItM 1251
•�•.• •,'•.•'•�'
$ + �eeb _ _ _ - - - - _ - " ' •,a rul.mr.er-
edP}'� • � _ _ wv INeazaa•
3� S ,• � '` ��i 'a '� - -� - - � � - --- - r '°� ~ I_-`. our:Iagos���-■ -'a - -- - - - - - - - - - - - r - - _.Srf_R+` ��'w�s�.=y ■ems
i
$ I .-� � - - ��� _ '°l �� S.._. - ..� . �.. � .. � - - - wN IDe 24"- ,i. 9S. •'- -_-el ��� r1 +$1`� f - - �.r^t+� �_ �•a - - ---.•r.s m r� y
I �' IN vn' . - •--�Y_ - EXISTING STREAM CENTERLINE (TYP.I + - _ ._ _ _ - �•. S )�Cy,
r ,a G= �✓ Rul.rosn [ 0 1 - - 1 "'> - i■ti- 4 '� }�"� -
t rlv ALwRorlsw! - -�.�-
cul' m.rs L ► I �--. "�•, = OOU�MOOI- �OD1a�0 1. l f }?• ' 7 - - - _ - - - -- - -
� - - A - }\ a . ► �f � /•,•.--yam -:� �V� •1--��s � AL J r + � b! � f �°°T ` � - - - - - _ � - ��e � s m _ - _ _ .
� �[• ,y'� � �.. Im ' � .,,! roi °a'�Dm+� - ■ °7"^- f vm�/a''p_�4 � rlEnct�vol - _ _ -
• I'HCP sqi P rA
+ - =. - • � [cLDSDo.DacfloETru BActzal -_- NWAY UGWIERP
of aAEvmAYALrwNENn
j r P W HIGH HAZAROSILr FENCE' ndl � � L ` - � -- _-.N L 11 �/ - ! � - - r - _ . i " i�-^ Z..�•i � ~ -�' �� �`'� f� '- +J _ _ �-Ds aa.neexnEruL ractaal - . - � - !
_
mswitERouumeuFFER _ - � =_ - ._ TO
4 -
J
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' 1 UY COLOHM GAS PWELIW AM
' � ' I IinP BOOK 28 PACIE � t
1
11 \ '. 9 r •• 1
FFMn fLDOO FHINtiE urrt IFUrLIAE 1m TEArtV ' ,
r II11111�� � � 1
I I I.IIr)Ilil�
AMBER VIEW COURT
PROPERTY LINE — - - —
EX. RIGHT OF WAY
EX. MAJOR CONTOURS
EX. MINOR CONTTMURS rol
Ex. GREENWAY EASEMENT —
EX. SANITARY SEWER
EX. FENCELINE — —
FEMAFLOOOWAYENCROACHMENT LINE - — -
SWIM SUFFER — '—
COMMUNFTYENCROACHMENTLINE —
PCO SUFFER LINE - - - - - -
EX. WETLAND
S
EX. SANITARY SEWER MANHOLE— L3
DEMOLITION HATCH
TREE SAVE AREA
WILDLANOS SEEDING AREA
Ex wETLANDIIOFE
All Ea lli-wElL m-NIN LOpNROUELT-MIN ARE T MmOMPAcf•MIT,
PROIECTEO 1HROUGHOUf GD Srft0Nm UU0 -TS ARE TOM f+A5IA N) FDk Ayy
tEMPGRARy wEtLA CROS51NO5 A5 SH0 H'm TIE PLANS
2 CONTRACTOR SILALL STAKE ANO CONFIRM ALL WETLAND LlA PRIOR TO CONSTRUCTION
10 AW ID ANY NPAQIS
WMPORAR'1 KW L ROAD NOTE'
1. NL WIN• TRUCK AND MAW [•GARMENT TO UIILIIE NE MIN HAM ROAD MW WOfE
BASE AND C*Or{ b
2 NO DWp MUCF5 OR KAW 10UPWNt M NTRIIE THE SAX HAIR ROWS.
3. NL TEMPORARY SEEDING IS INTENDED FOR ALONG ALL CREENWAV NAIL ROADS.
DE•WARRIWUNOSE
CONTRACTOR 10 CCMTEA MIS SIX )AA Y
2 AFTER ALL RAN EVENTS, SIZE DMLD BE D MATEAED WI NINW H,[RJ"
D. IF CURRENT EROSION CONTROL MEASURES DO NOW MlCW FOR IN IB•CONTRACTOR TO
wSIALL Oar'WFLL PLUIP AHO O,fFALL UPSTKAm OF ROCK 011Cn DW I ALLOW Pull
OE-%ArERNO NAREAS WHERE PO6,rry uaAINA w CANNOrK-MINTANED. FwrN to
DE (AIL 1+GT II FOR INS rm^TM O, ni rWELL YWP
CONTRACTOR TO COOHIMME -N HCI,EO IN5PECTOA FOR E4TAtATIDN
EXISTING RIP -PAP
DENUDEDLIMN•S
1L14aia
rEMPLIlu1eY s1 REAM cn .NG
(NCDEO6.701(DETAIL91lG1.28)
EX. TOP OF BANK
— •+•
TEMPORARY TIMBER MAT STREAM
39 STREAM SIDE ZONE
CROSSING
(DETAIL M IC-1.25)
SL7 FENCE ICLDS 3D.06A1 IPLTAIL A71C-1.xS1
a--��
PROP. HAUL ROAD IOUTSIDE OF
HIGH HAZARD SILT FENCE (CLUB 30.ged)
GREENWAY ALIGNMENT}
;IN.
INLET PROTECTION (OLDS 30.15)
TEMPORARY TIMBER MUD MAT
ROC1[ CHECK DAM (OLDS nA 0) (DETAIL 411G-1.20
- r
WET D CA 5gING
IDETAIL;*'C 251
SILT FENCE ROCK OUTLET
PIpELIN AIR BRIpGE CRO$SING
1�
(OLDS 30-MG) (DETAILM6IC-1.29}
(DETAIL G1.25j
i
TEMPORARY SILT DITCH
'
PROP. r1RUL ROAD {yyITN 17 STONE —
(CLRS 30.05) [OETA1L iF11C-7.23]
SASE AND GEOGRIDI (DETAIL AVC-1.27}
N04MPACT AREAS
FI
STAGING AREA I STOCKPILE
I ��
IPROPOSED BOARDWALK INSTALLATION)
LOCATION
-
CONSTRUCTIONENTRANCE
TREE PROTECTION FENCE
,��-7,-
[ 7
ICLDS 30,11AI IDETAIL *1r-I.Y8}
(CURS aa.92)
W
;-------I/
TEMPORARY FORD CROSSING
GEOTECHN ICAL BORING
{DETAIL rIZ C-1,y1}
BEPORP YOLi 616!
CALL 1-800.632.4940
N-C. ONE.0 L CENTER
TT'S THE LAW
� NAP ILtr
2A NORM [IfUNAM SI HE F'
CHARLOrE•NCT '
'LAIODESIGNcw
NO V, F/yf LN7FNSAzc�su
WILDLANDS
ENGINEERING
STV
1>>2N iCA�Of �'
:; G01s •�
rJJ/�A71TT( Gt iN,``
II II,Ir.
ti `Ij CARS
t I
SEAL =
e■aaoz r: =
� II111+r�
08/73/2027
LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyhurn to 1-485)
MECKLENBURG COU NTY
iuea�.TIP�, ]620491
REVISION ! ISSUANCE
oE16NF00'r MR
DRAWN IW w
CIECKED BY Arrvf
YEar RW 0
IIDR2. ]^W
o A •0 8Y
EXISTING CONDITIONS,
DEMO & EROSION CONTROL
PLAN
TOTAL DENUDED AREA= 67.18 ACRE
ALr
MU

I ALl EUSiwG WETW%WFTHIN LODR'WAM,NI IS AFtr ID BL'NOONFAGT iV
IEMPOPAFtT wE iIIANI] ORO5SiWD AS$HDT•IN nN F M KAii5
cONf TOR yul,-AKE AW OONF RM Au wE f, ANO I-f5PA" W-DH5T0.11DTIDTI
TO AVOID ANY IMPACTS.
/
1
,
lAP1FXL ROAD NOTE W DIJ AU
uA WNR iRUt:rc wuO HEPr%EOLIIPF,@FT TO UT41EE THE Nnw HAUI POAD wTFH STONE
/
AND 6COPl11D.
NOS
MmP m—cP HEArY FAURWW TO WuM WE $4E HAUL ROADS
3 AtIFWOR Stf PING 15 NTT*NDF[ FOR ALONG ALL OREEl—H ROADB
J I pS wniER gyAIiTY'L ",,
-
,
/ ..
OE -WATERING NOTE'
5. CONTRAGTUH TO DEX ATER THIS STE WILY
/ / J I ,•. •'f'
�: �y ;
2 AFTEH nu.F mEVENT5.sITE sFIOuwT BE DE-iw TEPED mlkiw 2eHpUPs
J/ •'
f
J /
j: .
3 R CtekEw EROSION COHTDOL AEASL�AES DO%K wPI m FM TH15, COW WTDR TO
J
r- •.
�//
_ +
` I
INSTALL DRY( FWP AND OUTFACE UPSTREAM OF ROCK CIECK DAM TO N 0Yf FORrl
DE-WATERINGw AFD$"ERE POWNE Ok—%Fp W BE lv rttx*D REFER 10
DETAµ C., 2TFDR INSTa "t-Of DP -Eu WMP
/�
•
/ •.,.
CONTRACTOR TO C44WMATF WITH WDSO INSPECTOR FOR INSTALLATION
! ROB _ _ / / r r �' �
4 .1
EROSION CONTROL LEGENb Eris*INGsfPEFNrr"rEauNEirYP.1 I r ��
EXISTING RIP -RAP y$; ]I, TEMPORARY STREAM CROSSING
DENUDED LIMITS —OD INC06q 6.70] IaETA1L kLC-T.2P} y .'i r
EX. TOP OF BANK — TEMPORARY TIMBI_R MAT STREAM
39 STREAM SIDE ZONE CROSSING r 4 �� - .d r � •� . a��. �-•', �•'• ! ! / -
IDE7AIL4IlC-t.25) 1 OEIIIAED LNAFFS mPI i > yl+
SILT FENCE ICLDS SO.138A) {DETAIL *2r-123}
HIGH HA2AR0 SILT FENCE ICLOS 3Q-986y PROP. HAUL ROAD (OUTSIDE OF
IDB'.11C-1.Z.31
GREENWAYALIGNMENY}
TAIL:I - _ ,:• • I / y �I,. ^ _ f
INLET PROTECTION (GLDS 30.16) ❑ TEMPORARY TIMBER MUD MAT
ROOK CHECK DAM (CLDS 30-1 DI IDETAIL MUC-1.Z4) - r WETLAND CROSSING y `- •• • , • - ' •• •••••,•• ) i �"
IDETWL 9=1I.251 ® , 1 y j{ • • f •.' , . � �1J t
SILT FENCE FIOCK CUTLET • (' J r _
PIPELINE AIR 9kIQGE CkOSS1NG I q _ - •�'• ' •' •,�. f �{�• , p 1 / J � '�•'
(CLI1S 3D.00C1 WETML 11N7C'-17 IDETAPL XW-1.25j �f . j�� ~I . •.','. _ %o' •'Y 7 Ic' fir' , II l '
TEMPORARY SILT DITCH PROP. FWUL ROAD IWFTH 1Z' STONE — 1 1 • �'�i� - - ' Y �-
(CLDS W-05, (DETAIL OVC-T.n) BASE AND GEOGRID]{DETAIL IFUG1.231 I _ y� J - -,• f • l r f,( r A 1
(PROPOSED
AREA-5 STAGING AREA I STOCKPILE T� -I f
IPROPOSEQ BOARDWALK INSTALLATIOHr REDOING GLEN 1 Y • �' ¢ • k..r�: _ ^rI� .
LOCATION L .... - r - T"•
CONSTRUCTION ENTRANCE AVENUE
ICLDS 3O. 11A((DETAIL IFTIC- 128 C i�- TREE PRDTBCTiON FETICE r 7 I + I •• •r, •,',', ,•_•', _ i y ,y�j� I�i� • l.,y
I CLDS dO.Oq} \ef ■ y • �• 1 • v- 1 r
`� J GEOTFCHHICAL BORING g_j1e}( 1 _ JI j,'�' N I . �` , ■-� :I
TEMPORARY FORD CRD$SING
16ETAIL 11W'124I ---- / ,-,; • , F +J r•, ' /
TOTAL DENUDED AREA= 67,18 ACRESAl
4T¢ }v/ i I ris+w+rai"rwklTvauFr'�a
GlSwaiE0.pWWfY BUFFER + ,.� ,•, q' •' + ' f.,' , J f i�,I
+ 1 1 • +� • 2 Ex. PIiTLANDS IrYP I
L �� / -, r.• �• }• _ ITD � 1EcTEDI / /, (y � I I , 1! ! ..
AJN
! 1
.!I SSyORTN ST/ZEE \ � ` �•' } •�� • f'. /,` � r I Iw iP /
fl
r • r/' r� rr �`
1 EXT5TW.$MAN CEMI ERLIHE(TYPI j•>- �{'.�' - JJ '.',1• r r! • 1
.aIN6987Y
_ INv aur_Ess.1r I I I 1 \
.. - DENNTEQLW1rSITTP} � ' `� •. :1�,' �YY/✓✓fyy�A ' r I I i � a
[$$1 `~� •�fti - '� f�YSTMO3TRE,IM CENrFAWE[TYP.) , ' ,,` I ]•1 1- 1 ,r _ • 11
b -.� ta0� �`�wD '-�•` -� - 1 ,, II -
A ■ C�gYj rl II 1\
RMTI.Ad - - - - 1 I ' ' ., .� 999999�• ''' 1+ r I' 4
e1 �,���{► � ■ � 10 F.0 OvrEBx sr1 __ - -' � ...`� - - L �, �- - � � . .f 0 .'� r r ;F � I f\LL \'�
aImm.lr
`-t A `,. rf �•' -' -- a� -- - ~ 1 I+I IN B" TY ISEI 551/L , , f _ 4 I
rc !! `` -, �- .? _ - 1 �D _,N� rao>aiEl rw::la.ts ` - - ■
PROP SILT FENCE ROC(( WRET -�011I.89B.lil .� '9N BAT01.1A'IS} '-% •_ III \ L L ■ _
_ ITvn.l rci.os ma XO12TprLmi+r<r-2 ` - �` =��/ - � ` �� � wv w. rate lE7 '�:,• , \ 1 1
_ _ YN POTIO, D1•
PROP. STARING NEEA STOpmPLE LOGnOR iTYP I • w f • '. ... EX fYETI.AnA6 RVP.j 4 " : • • rQT 1 - f 1 \ ` '
-■` i + l L ► �`�'��r ' �` '�}!}� l� •' .[ ��' tto BE PROTECTED] S• T_',•'S c 1'"r
..+• _ .'�'. r - - _ _ - - .. Lti L = / �t �� "�� S+ _ I �IOp�L T1._•' '�• �• S_T f�- It \ _
GOT
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sr
FO
c••[M a PROTPEI EGI, •• - Can 7{-•� ti...✓ �yg-C°+! - - _ -- — - - - - �. s y . 1^, �` _� - �►_ ` 4 gS �S
' _ 4 !%lY5 ' j■ pp1 f •- - \- c - 'fit � - __ r _ _ � = � ` _
r F4iW-SAFETY
JFEIICiNLi RYY.] . CIS WATER OUTAfTY SIFEER _tpD7f h PROP. W41A FtOlQ f0�1FSIDE ` `� roOF� ` + .. �. '_ y - - _ �•"`�^� uL: - YM1-ti _�' ;
_ 11- tir ..k_.... . / - 'M11 Ir- 7 }1RTTI�QM OF GRFENwAv nLIeNME+ii �OC1I� -�a� gaF�pm 1EWOPAHr CROSSINEw(
R10PHW XA UAIL [CL0.590.1NSMDETAIL 118fC1]31 " •;`, .••: ,5 ,-' PROP TOg1ER MAf iEWORMr l- q WEfAL.NfA: 128E
FxISTING 5T0.EAd LENrEi4YE fn'P} '•� -�
\ \ ��� � �� � _vim � �$ � 4 •, �. ' METAa Pncr.al
-� \\ � � \ r {_ . f • .' �7 � _ Z CALL 1_900,-632.41D+L9
t■ �� �� �� /�\�-- -- _- _ _ -. _-_'� ` 'I, ••l•• i ,. ••',. `.. N.C. �TS ELAVIN iER
\ �\_� \ \ _+_ --� r, .-_ y['>�ir+• 1 A' •E](TyETLAH08 RYPS ; MIP XET
\ o SE PRDIEC1Ci11
• •Iwit 'T
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CHATitDTTE,NC 7Pa4
TIIF 333 Bari
iWlIV LAHDDFSIOH CON
N[;FN4 }Fuel rt;FNSF • Ol7tbP
WI LDLANDS
F IN G, t3 �I%K I1.G
STV
1>>2N iCA�Of �'
r a�s's
,+■f�I�1IfiI�L�,,`
LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 1-485)
MECKLENBURG COUNTY
rat 10ZD191
REVISION i ISSUANCE
CEMOILHIBTWA
ORA11Pt BY. OSR
�CXECIQ:DBY. ATtYf
.. XOR2. 1�18
�• oEXES'nNG CONE)ITIONS,
DEMO & EROSION CONTROL
PLAN

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r �w� rr`IGo� T 1Rp Ex a•nE•[kosSWR PaueosFn cuL'IERTIri" ' Ex lilenAlaosfTYP.j' 1
4- Y� rLPa -HNL]EHIVIOt LSEE cHAPTEp2FDR (TONE PRD1EC161} �/^ .. CANORAAY HALL ROAD CpIYERF WFOFIAIATIORI ... • - ..... PnRC�L iWE Rt'PI
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•... J1 .. • .... 1 Ole
LIWiS "I'
1 ] (DEfAL N11l 12J1)
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_ � • _ ` _ � � _ r+"1 - `'°° LDa>~LGD� er]ai LEI^Lnn�` �+IV - i�-�o _ � � - � _ - -
p9:.
wAI SILT FERCS Roca GunET y I -
yrT!o?' . - IGLRS'W pFGKWA& a 4-1 nl
,yam Jpp IS6E C+CLPF♦:R7 WR
• .. ' x . ~' - \ ,f � p1LvERT iRFCF_r:
_ •`0.q •. r • : PROP. tELIPOfiLAY SRT DITCH
• _ •R ,e r OIECTEni . • ,r, • IOU$30 M)ff'PI IOETNLIFn-1231
PYTpp 1%LIPORARIT�1lLER • • •.-�/ Y� .'pI PROP Ti ROCKI IHt LOAM
AMT WE MR -A T-DO • ]� !. ..... 14752010Ai@TYp I A]ETAI FRfF17l] ` - 1 ' Rp. I••
MP) IOETAIL Vlr 1.2s] I �� �.�.vvl�jrj'
••W/ ,•••���I: PROP 5R1 FEROE ROCK OViIET
_ ;�.. •y'r . • • •� !.. . •.. r • r' ":✓✓• Woo HIGH AHn tin r I+Ncb - ` iLLU630 AC)PETM wG1 231 ...... .
• •. ' , FENA FIOnpwAY .. C11 ICL WMRjIPETAIL FIC-128i _ LnE _ _
5C
'�tl+-''/ .1.�2 w .
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- x, r iiiEE SAVE PAERfTYP.} i�,� ` FENA FLOGOWAY ERCRQ4CYIAIEHT CNN { .' •+} �j EXSSMM
RIIA
• Y• i F r _ MB'
NN
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r DENUDEDULTrrsfrYP.1 ✓ ��vOT�aD1`o� 9� _ 1 uoT1 - ` - RPI Inea1»I• ,�- - _ I
Era R1u rN1^I••R DDT nv Olfx ESIAI' TREE SAYE AREA mP.I ��+v�pp}dd��RR�. fl ^1 _ Hi
=! 1Y PROPHIOMIfAZ SIT FFJNCE 60T_� jf r'� �• - = �'� - - - - ^w� -�� p aOir� �
`? 1�"1-3RAFl1]IDETALL IaF123i _, �tl� ! _ f _ - MH ,
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e"--^-_�9•!� r-8=�'wN.sYe.ce •• / ��_- J-J N-11'1 ct. �V""0Y ---�- ---- -_��_~ - ��-, �•'y� -�w. mob° '7
TREE savE AREA I1YP.IAYx�iaur Rx _y �_ J v FxSTIHR STFiEAN
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ei4_ki,' I
If"� I � � ►�� / � / � `���'�%`-a-� �'c.gI web � '� �p�]► Ex S-WH
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nY ZL �� ~ .n886.91'ISN'j- n
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r
W 1_[FMPS PROF ]SEO STREAM
■/ gy_ r _ ^ 1WAIJRNMERt TOP TIMK f YP i'-
(�b!
�� 1 / ! CONSTRUCT FORD CR]SSIRD RCROSS PROPOSED / r[u
J / CiLWIEl AFTER iROPOSEO STREAM \ / I` �y
COlLSTRUCIIGN 15 COMf'ELT[D n RIG At@CA I PROP JLT FEHGE ROCK pUILET /
f1 IC<o8 BV.OBCIR1EfNL MM1:12S1 7
f r PROP 541 FE110E ROCK OUTLET
ICLOS W..0 KDETAIL N4C I]]}
FRCP (RISER hN/TTEYPOFIRY -
/ STRE
CIS WRTER OWIITY SLIFFER PROP S1L1 FLICE RO^..N OVREr _ I
W CROGSNO r1YFI
V
IOETAI F'lO1.251
/ FFLOWWAY - _ «-
/ I E
"NCROA.ILIERT RT LINE _ - I '� I ICLP530ABBKPETAa+b'G1.231 / I �r I _ `
+-
PRar ALT ENCE n RacKwer ow —um am ,
' ! Taos 300aCNOE TA{--Cx391 - j I PROP.STAONOAREA!
STOC10'rE LOCATICH
I I I.. FLOCO FRNICE LIRE {-
I lm YEAR,MOP. SILT MXX WNOK
I/ ,
OtF11FrICL088ROECj�EfNL - - AGO) i I PARCkt Mr r1YP1 ,� pOT�9G1��~OOL�OOIr
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...
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/
-
k WETxANR N L
1 ILL EIOSTIIIG WEf EXSW 44 LOOYROJECT LIMITS ARE TO SE � MIPACT•ARP
FFtDTECLFR LNLOUPHOHF COHStRLXTN]H NNP NAT5 ARG TO RE WMALLEO FOR µL
TERsnRARr wET"'D CROS5iRG5 AS SHOwR DR THE PLZ
2. CCNTRACTOR SHALL STARE ANO CONFFM ALL WETLAND Min PRIOR TO CONSTRUCTION
TO AVOID ANY ILWACTS.
TEMPORARY I I_ ROID NGTE
1 ILL DOAW TRUCK MO l AVY EOUPMNT TO UTILVE TIE MARK WJL ROAD mTII STONE
RASE PRO*Ewr c
7 RR MW TKOM OR HEAV EOUPAIEMT TO VTRQE T]E SIRE •INR"AOS
8. ILL TEMPORARY SEEDIN I IS nTENOED FOR ALONG ALL GREEMYAY HAUL ROILS.
IlE-wafERwG ROTE'
1 AFTERMCTpLTOO INri , FE!5H. Ib.X DE
2 IF UFRIE RAIN EVERTS, 5[FE SNR FI 00 NOWAl_ m FO . H .00
8. IFCIJRRERIE *LLFHCO AMOWEAI L v1, DOHOW ALLOW FOMVK LI Mto ALRTORTR
OF -MT OAY1 W A PYRE ATb OL1IFAL L UPSTREAM OF ROdr CHEEK DAA1 NI .REFER TO
LE-MT1 vi IREASwIhRE POB F DRAINAGE GWHaT GE MAnJTAwEO. DEFER TD
O)Hf a= 2F 00wSTALLRigR DFDRY NSPPUMP 4 []pRT1MCTDR in CDORplw5lk m1H R[DER wsPEC1OR FoR WSTILLATIpp
EROSION CONTROL LEGEND
EXISTING RIP -RAP
-
TEMPORARY STREAM CROSSING
DENUDED LIMITS
(NCDEO B?N IDE(AIL *11C-T.28]
E%. TOP OF BANK
TEMPORARY TIMBER MAT STREAM
30' STREAM SIDE ZONE
CROSSING
(DETAIL �11C1251
SILT FENCE (CLDS 30,136AI (DETAIL FFIrCA.M
PROF,. HAUL ROAD IOU( SIDE OF
- - -
HIGH WSARO SILT FENCE @CLOS 9&1189]
GREENWAY ALIGNMENT]
rETAIL C.1J1 C-1.231
INLET PROTECTION [CLOS 30-151
ROC[ CHECK OAM (CLDS 30-1 D) @DETAIL AILIC•1-2A} - r
TEMPORARY CTIMBER MUD MAT
IDETAIL I 1.25)
SILT FENCE ROCK CUTLET
PIPELINE AIR RRIDGE CROSSING
ICLOS 30-f18C) (DETAIL NdIG1.23y
(DETAIL NWC-1.25)
TEMPORARY SILT DITCH
PROP. HAUL ROAD gNITH 1Z• STONE —
- - - - - - -
GLJOS 399511D�TAIL N17C-1. ]
BASE AND GEOGRII-
NDAMPACTAR[AS
IPROPOSED BOARDWALK INSTALLATION)
0
STAGING AREA f STOCKPILE
LOCATION
I I
I. - - - - - - -
CONSTRUCTION ENTRANCE
TREE PROTECTION FENCE
[OLDS 30. 11A1 (DETAIL MTIGI. A� j
ICLDS 40.132) -
L-----r-
TEMPORARYFORDCROSSING
GEOTECHNICAL 190PING
B-XX
(DETAIL P*X-1.24I
-
BEFORE YOL) Dial
CALL "00-832- 1049
N.C_ ONE -CALL CENTER
IT'S THE LAV6fI
I � IAPf`RET'
� 1
223 NDRTII GRANAAI81fiC1
CHAr1tDttE,RC fin]
10R 33] 03ri
I PNo 1 vI. ITA SI? CON
HryNR FNIICFHSF-r-454
WILDLANDS
ENGIN3 FILIN[:
STV
1\C.
7_
_i• his FFF •�-_
i.
�E
n13i02 r: _
III jjjj1�1:
os/T3/aoar
LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 1-485)
MECKLENBURG COUNTY
L ]028191
REVISION ! ISSUANCE
RE_I.WORY OSR
DIIN N BY OSR
CHECKEO DY AOW
Yr Hr wA
IIOR2. 1•=�A'
as
• EXISTING CONDITIONS,
DEMO & EROSION CONTROL
PLAN
rOTAL DENUDED AREA= 67.18 ACRES
C- 1.4

�� ���_ � ✓ / �/ �, l � � � a� � III j � l v�v � J/// � ��� � / /
TO BE RELOCATH)
`CONTPACi
TOCIE
GSIutY CCMPFOR 0CA11tlH
* \� FJ � � $ / Ex,STaO MHHv rS APpkD�,ATE LOCA1,aH I i \. / I
ACCE53 EASEAIEM Fx FEHOE LINE (T+'P)
uAP WOK 24 PAOF 7T 1 f '4 J Ft[isvNG �{r'vALLEr WRp RYrI { //// /
/i I t .. ty•
® `AL¢i'� • / l fT1OP. SRi FENCE ROCK OIf-LET
FRCP HAIIL kOAO (FL/TURE GREENWAY "
/ 1IX OSwU60K0ETw, L-, 231
ALGHA.RENT] (p91A4 At,>:t Dry / p
I ,,,ommg IfARr SEWER MW B OREEN7A'ar
' EA9El1EM AIIP SOON Y{ PA.OE r11 y _ � I
PRpr StA r4rt AREA? + C I 1 RiOPO3E0 WLVFRi I5 I 7
37OC1a'EE LOCA11011 -%M H
rRpCE fEH XA=W. IN BA®{T isyl ,
{PEY+HL FAG / NMI Oi3i 6vs I-� FOMA FLOW FWHCf LINE s � � � � ` !� �- �i..1F� � ; w
ATeo * w l4 lF AM*1001CARl PROP. Iuu ROLD(FL-RRE/�f
(f / T7 foEUA4 A,F4, 27,
~'>f w I EOWVN s�wiucto f � // oEMloEounrrsmP.l L.� // � �.
RIM Sul, �nL� i �, o2 lN4O � a
ime puteeprr' {j onwA.a= mAunaLvFEn 17 y�� 4 If I! J rr $ d}'„r `.` /
1 Y 'I \ i•C� rifO190 LF OF IXAM1t 2i•CAi�0.21L�
10,
rx
PARCEL IINF [r 1 PROP NKuI NA2PA081i FENCE �� G
• ti t,- .,+..ca 1 8 if I } ( (r, Rw 9o.vesKnErA1 LRy,r.,.23j � ,�'
,� IL X
f o E t✓'••� F TuRE IN YEARi-
� {FunxF too rEAry I I 7 , / / J f/ � � a• . � ■ �"' /
cxL--5- IF
€y�
RAY kSWM1ARY WpMER / (�dr'i
N�L� Ir , _� Ix-E u+APTER rore� �•w�:"�r�, I I 1 // f! I �1� rr fv . ��
9x FCWp LINE •ti 100 U RW'P.I
yy� rt NRVP HIS4 HMAM Wl fF.N[1
[LL03]P.ONNOE T� FSC.123l II II I/ AROP. N4ULRLNO iFIIrl1RE r / If .� �� NOBi'JeYNEI
S [d3WaEa Lw[t$ (TrP l� , I ORFElAIDEIAKL cX-12il / J fc - 77 IMV IN B9r 8I'ISEI
IaETA1 e,AC, 2r)
}_ __1 �� � ♦ � c
W(���-mac
4-1 1({ \ RosslN�Li uNDERlvwn I 4 ■ !- / J�/ I+a_
V \ OGiTOR EEuL rL9S till"11141 -aROAD
GROUN04vrr SOircE,L SEW11111.9'- �
CIEARONCe.11c E nw Fur (r r( / GROUNOMs
& FEOIFiIEi _ TTO REAM rfm S• GryDFNa.Nay �� 1 . r CIEARANCE',z v' _ �! �," y9� EK ORAYEL AREA [rTP.I
[CLp3mvFCNCE%pfROCKTAL FNG,701 I q�j,RANCEy�20' OLEAR+bICE
ExMMt.. SAKI TARP
SEWER RAR M,P-
Dom it PAGE• M. .�•-. - _ - - -
_�
FEMAFLOODWAY �} { - - �b~r�i FWw
C ENCROACHAUIT LINE
lee? Wu,N 6@33tl�
Nw NLTR
-.A.•+_+�^ - _ y
NY g1i.9B1.8B'I \ "B01cOMRgwN�v6�NY
0� wk AR9u r"I�- CLEAk NcA,aP ti --{n CLEARANCE 10.A
'�.
Lon C�eBk Ex wE 1, kXD jarE
Long rye — _ � Long
—Creek
T FENCE R= OUTLET @ — Lw Y —��v EXIST I NG CO NDITION SLEG END MOT911.TE)tHWVH05mTRSI Lvw„Na rT IAIO Kk AAtRE TOST4."ALLFOFOD
_ T T*-POATEo MR04--D,�r W w,$; 1 s,,0 O ANTS ME TO SE INs1H.I.FO FOR ALL
[CLDs 20AOC,'(DEfAl MG12J) -..��r ��- ixx nOrxs PROPERTY LINE __ TENPpRAAr wERATACR0.59NG5 A55HDWNoN TFyw9
_•.�-4 - - - .� J y'� ! ! A;pni HA4iUN5HALL SiAFE ANP IX,wFiyRAµ Yn;RLANy IiMUSPNN]N I[]L%MSTHU{:iKAN
_gj. - _ _ .�-- * ] ^'^' ❑ ,! O O (CLO$Do.mc)PETA N[G1]8) �. .� �+ PX. RIGHT OF WAY •w fO AvIXO AxrLRMACTS
Fopi .f f 1a} BOTTO R vEAM:1FA trs e01TOM EEAM INS / i7 I` EX. MAJOR CONTOURS '
666 b Aiplllla 1i�.Y pRWNbw} I TEMPORARY KNOL ROAD NOIL.
OO CLEARANCE.12.v A
EX. MINOR CONTOURS xu - 1. ALL WAr' TRtNXMD HEAVY EODPMENT TO URK17E THE MAN 4011 ROAD WIN STONE
t r, 11 �T�❑ G01.ro0lR��l~~ GEwTANCE: 7 s FX. GREENWAY EASE7AEH7 - - trASEw�WGFDw+ia 2. NO DUMP TRuCR MHE—EOUIPMEIII TO u110E THE mM HALT Rocm
I mmiTiNa EX. SANITARYSEWER 3 ALL TENPOkAAY 5UrAmOK iNTEWEn" ALONG ALL OREENWAr RAWL ROARS(1 C w("" '1 ,� EK. FENCELINE — — pE•WAIEF#NG HOTS
\I I FEW FLOODWAY ENMOACHMENT UNE- — - — ,
AF%A 4iaR1GE-M$1iN"L SE TIC
SWIM UNI I 7 IFF MKV kkCE NCONMIS WO fflEO00 NOWAt *WFO TH W. NU
_ 7ENR1tlEO1lMIT$(Trr l ] IF MSAI LENT WELL R WNiRDL FAIL V STR Ap ( kMKFORTH ti.4!1 oALL W FOR
_ COMMLNITY ENCROACHMENT LINE—
�• NSTALI aRr wEy, W W AHOOUTFAAL UPSTNFJ!M OF koCx CRCtx aAM 1pµ[,OW FOR
PCO BUFFER LINE _ --- _ _ DE.WATERRI(Fw AFLFAS NHERE POSITNE OPAIN4OE GWNOT 9E MAINTWEO. REFER in
Ex. WETLANDS ® • CWTRACTOA 1 0r40O TF w WOEC WELL
NS:ECApk FOR M5fs "Tl
DIE OUTION HATCH MANHOLE
DEMOLITION HATCH
TREESAVE AREA
VOLDLANDS SEEDING AREA
EROSION CONTROL LEGEND
♦r I / EXISTING RIP -RAP --- TEMPORARY STREAM CROSSING p-•
L tA/ // •/ I�E FBI LSE 1/ 7 IYENUDED LIMITS InO� (NCDEO S.701(DETAIL #VC-1.2S] �$
E%. TOP OF RANK TEMSSORRRY TIMBER MAY STREAM
3e' STREAM SIpE ZONE PETppPA4 OIFC-1.25)
SILT FENCE (GLOB 30.06A) [DETAIL #2FC-1.234� PROP. RAUL ROAD [OUTSIDE OF - - - -
HIC 1 HAZARD SILT PENCE (CLOS 30.06S)
(DETAILAKVC-123) GREENWAY Ry,IGNMENTI - - - - - - - -
(((
1NLET PROTECTION (CLOS 36-15❑ TEMPORARY TIMBER MUD MAT
WETLAND CROSSING
ROCK CHECK DAM ICLDS 3p.10) "DETAIL 04fG1.2d] - r IRETAIL c21C-1.25}
/ r / SILT FENCE ROCK OUTLET
[OLDS 3G.06G) (DETAIL #VC-1.23) jOETTLA LE AIR 12ZI CROSSING
TEMPORARY SILT ARCH — — — PROP. HAUL ROAD !WITH 12' STONE
iCLD530.05}{DETAIL>f1IG7.2S) J BA, AND GEOOR10D)IOETAIL #1fG1.27)
/ J NO -IMPACT AREAS STAGING AREA STOCKPILE I 'r
[PROPOSED eOARDWALK INSTALLATION} LOCATION L------
/ CONSTRUCTION ENTRANCE
/ (CLDS 30. 11 A) (DETAIL *IIC.1.24] TREE PROTECTION FENCE 0
`----_- f [GLOB 40.02]
TEMPORARY FORD CROSSING � � ^ � � � GEOTECHNICAL BORING QN, B-xx
TOTAL DENUDED AREA= 67-18 ACRES
}
— RIOP STAUWD AR&W
'TO.KPtE Lacwnon{rrP1
PROP SIT FEWE (GLIM W BSM)
4MT-1-e2AFs r31
BEFORE YOU DIG -
CALL "00-632-46a•J
N.C. ONE -CULL CENTER
IT'S THE. LAW!
3A NORM DRAANM m R[r,
LTtuAFR OTtE,NC YT7z'
Fa nlars
NOtWEeN[[{
fYN .T. 1,*NCN CON
HeyNSF/C_G6S4
WILDLANDS
FNGIN=FNI"V
STV
-
J`f7iFF11IL,L,v,
ky
L43402 r: _
•�•F4'GINEk�:
OS/i 3/702i
LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 1-485)
MECKLENBURG COUNTY
A ]02f1191
REVISION I ISSUANCE
DF_ .WOI?.T O1
DRAWN BY MR
A�CI,ccmo BY AM
Y9Hr Na
LLORz. r:aa
�• EXES'nNG CONDITIONS,
DEMO & EROSION CONTROL
PLAN
r m,
L

PROPERTY LINE
EX. RIGHT OF WAY
EX, MAJOR CONTOURS - - -- - -
EX. MINOR CpNTOIJR$ m.
EX. GREENWAY EASEMENT - - - - -
EX. SANITARY SEWER
EX, FENCELINE — — —
FEMAFLOODWAYENCROACHMENT LINE- — -
smM BUFFER —
COMMUNITY ENCROACHMENT LIME
—
PCO BUFFER LINE - -- - EX. WETLANDS 0
EX. SANITARY SEWER MANHOLE
DEMOLFTION HAYC H
TREE SAVE AREA - -
—D,—r A �EFDINC. AREA Mtr �.•---
wiTCfalr4 -METE SIffET GT7 FpR CGFfTNM1AiN)H
S$ — FaDP SRrFHICE ROCk aV4 Fr ss s5
RM:699.is'1.7/J00 XD"Au ruG,zl]_ l_ _=__ L•- BWy�r
IW.IN.M.Wti_.�
J�LobPROP TFENCE 1CL08WDW R
/ / I ♦ ♦\ !4. � � - , _ _ � OVT 9rp 87 tiff 1 � -� _ _ _ � � �- - �ETaIL
/ �/ \ � v `- � Long Cr ` _ wnT r +ry PROP SiA�IG MEATS CCNRCE
` 1 '/ / SEYIER CENTCRLNE� - TREK sAF MEAIIYP 1 ! J� A. r\1�
I r 1ycMuD F'' ¢ T L
SARItARY slvw.pI ' ` f [��``Y IREE&4YEAREA IIYP.i� ~
GIS wAIER OIIAERY STIFFER \ 1y,^aM-pWwruP HWlc PME g;
a�, Elf flap RAP(rYP.)
CEDEOLI-T!SJrP] _ - t�-7 Lp rw :ry _1Afl Ex�.14ETLMlDs [TYPJ•
(TO RE PROTECTEDI
RD
fTJ fl 1 ro
FEW FILOWWAY
EEICRDAbINPNT lNE . (Ex
PROP TREE PROTECTbM SAFETY FENCE FW i > AY � / - , ca LJ 1 - I - • ~ `_ • • . • _• . • -
' PROP TIMLAERh4ATTEMPlMMY
�IDD�LDOr�FLOD�Lbb�LO WY. T WOW - 1 STRIAM VIi1 ING
Wp` RTP WT'p9q BC �� �..\ fDETAi n,C1s5I �ppl Q9�
WII !DD`f� IT MfRAT4[7 fr1'Pi ` - - ��LD° -
•ltiD (LOBEFROTEC )
:,D �opT�GOi�[bl�Dr31� I \ - - - - - - - -�� v .� 1 OI ♦ I � � - -/lam - ` f f
LOU
as r
- - _ _ -- _ _ - ! h / -� waAlr _ _ _ _ _ _ f►�/i M-p K" ROAD
IDVfS DE CF OREENWAr
GOT—B. OP' i�gQl�
,�
+ -- -�'1 ■
�GOT
� � FROP. iEA1POWWY�R MAi 1 �• � y I / •p4 _ _ _ _ _ _ _ _ \
�
.e e I • 1 r
\- FEAIAFLDOO FRNGE WE
AREAr3TOC1�ILE EOCATrp1l {TYP 1
ffITTHIlE 1W YGRj Fx $•YCP CFIO55rIG I h if PAROELLIHERYP IY
VNDFR tP WIDi
TEIiDRARr HAIR ROAD � \ • I � 1 / r '
r• `� ! ExIyTN� $AFI1IAM �+ I e• 1 ►� � ap-
/ CENTER. INF
RW
fOYY A4AP f1DOKm
PARE 2ml6+
� EkTSfNG 9TKk.4AA CENTENLWk [iYP.I
11 "� Ex IMP RAP CT )
1 I I Ii Il F i
� 1 I � r � � ,' f � (IBwATFTiWAITTYRUFFFR
70
Fx S5M1 ` �}r
e�
1 1 Iwo IR'BW BA' J xl'
l y
a. VICTLANb lAhiL' I ,
1. ALL E]C:IC Ol-Mbl, OSWTKHNLOCffROJECTO WIS REi0 GVlrDTA I.EDFOR
TE�EMP R NrT1�R HDCRGs3I�R[;gr�x.A�l W11 p! iF1E R�Wis � Ir✓KrrKtED FOR Na
2. COHIRACICR SNALI_STANE AEHI COIFNNAIL YIETI.TJID LIMITS PFlIDR iO D�lSTRUCTgM ! ^h
TOAYOIDA IWACTs. - IA
\
TEMPDRARYNAULROADNOTE
1. AlLETRIJCK AND IIFAVY EOIRPFENT TOUTILISEiIIEMAN HAULRDAD WRN STONE •� I + } �+
eASEANDAHa�amle
2 HDM-P 1RHcx5 OR HEAVY 60u"EHT TO uTuZE THE-(*HWL 9*-Ds \ 1
]. ALL TEMPORARY SEEDIND 0 Iffni]4DED FDA ALONB ALL GREENWAY HAUL ROADS
DE•WATERNGNOTE
T 0D.IRACU* 10 %-WATER 1W1.1 lE null r r � ♦' f � � f r
Y WTERA RAIN EYEATTS, SRE SIIOULO FY_ DE WATERED WIT14IN 21 HOURS
]. W CIRRENT EROSN]NCpIIROL MCA3UR[S DO HOW ALLOW FOR iA IIS,COMRACTOR TO
&STALL ORV WCiL PUMP AND OUiFAL[ uPSTREAMOF ROCXCHECK DAM TO LLLDW FYNt
DE•WATERNGN AREAG WIIERE I -TrJE DRAINAGE CANNOT BE MAINTAINED. RETER TO
s r THAC,cRI 1oF ills [AT Is 1l[IT of.r)F YrvLI P[IIHNE F[IR INMAL LA III -
DINA1F wH DF DE[]INSPF[ [ \
EXISTING
EXISTING RIP -PAR ', c7,Ul I T,.--T .lI FnawA I — —
DENUDED DENUDED LIMITS (NCDEQ 6.70) (DETAIL E11?C4.22)
EX. TOP OF BANK TEMPORARY TIMBER MAT STREAM
30'$TREAM SIDE ZONE _ CRO$SI NG
[DETAIL x1 fC-125j
SILT FENCE (CLD$ 30-DBA) (I)ETAlt- W- -1.2M -- PROP. HAIR ROAD (OUTS11)E OF
HIGH HAZARD SILT FENCE {CI OS 30.068] GREENWAY ALIGNMENT) -
IDETAIL POTEC
INLET PROTECTION jCLDS 90.T5) 4T+,EEMTL�gN� CRO$SING MUD MAT
ROCK CHECK DAM (CLDS $0. 10) �DETAIL!k4K,1.24) •- r [DETAIL 321G1.25)
SILT PENCE ROCK OUTLET PIPELINE AIR BRIDGE CROSSING
IDLEIS 30.013C){OETA11.9401.2$i (DETAIL VWG-115)
TEMPORARY SILT ORCH PROP. HAUL ROAJD TH 12' STONE —
ICLDS 30.05) (DETAIL,N1 fLi1� BASE AND GEOORIpj (DETAIL /1!_I 27) - - -
NO-IMPACTAREAS STAGING AREA I STOCKPILE
{PROPOSED 60ARD W ALK INSTALLATION) LOCATION L - - - - - - -
CONSTRUCTK)N ENTRANCE TREE PROTECTION FENCE
(CLDS 30. 11 A) (DETAIL #TI 4:a) (CLDS 40-021
TEMPORARY FORD CROSSING `--r---J
(DETAIL 4TC-1.241 GEOTECHNICAL BORING B.x}(
AIL �
- Ek RW RAP ErYPI ♦♦
� 1
SHEL70NNAM WAY j$ "�S:s ss
---
BEFORE Y 10U, DIG -
CALL "00-632-4C,4J
N. C. ONE -CULL CENTER
IT`3 THE LRW!
larxWeskp-
31J NDIl IN ORNIAAI STREET
I.TIAR1pttE,NC TIITfG
TAA , p IIN]�
iWlY1 LIHDDESIOH COM
HL:FNO r+MIIC�NSFAc.ar;su
WILDLANDS
F.NGIN=H IK I KVG
STV
TAR
'EM1L =
N3i02 _
•F'Lcln€`�¢:�
OB/T3/�02r
LONG CREEK
GREEvNWAY
P
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 1-485)
MECKLENBURG COUNTY
I �� f0211 T91
REVISION I ISSUANCE
DF_4.WOSr WA
DRAWN BY DSR
CHECKED BY AM
A�Yr-Hr Ra
NDR2. r=W
o iR W 80
�• EXES77NG CONDITIONS,
DEMO & EROSION CONTROL
PLAN
TOTAL DENUDED AREA= 67.18 ACRES
r �
L t
AIL �
- Ek RW RAP ErYPI ♦♦
� 1
SHEL70NNAM WAY j$ "�S:s ss
---
BEFORE Y 10U, DIG -
CALL "00-632-4C,4J
N. C. ONE -CULL CENTER
IT`3 THE LRW!
larxWeskp-
31J NDIl IN ORNIAAI STREET
I.TIAR1pttE,NC TIITfG
TAA , p IIN]�
iWlY1 LIHDDESIOH COM
HL:FNO r+MIIC�NSFAc.ar;su
WILDLANDS
F.NGIN=H IK I KVG
STV
TAR
'EM1L =
N3i02 _
•F'Lcln€`�¢:�
OB/T3/�02r
LONG CREEK
GREEvNWAY
P
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 1-485)
MECKLENBURG COUNTY
I �� f0211 T91
REVISION I ISSUANCE
DF_4.WOSr WA
DRAWN BY DSR
CHECKED BY AM
A�Yr-Hr Ra
NDR2. r=W
o iR W 80
�• EXES77NG CONDITIONS,
DEMO & EROSION CONTROL
PLAN
TOTAL DENUDED AREA= 67.18 ACRES
r �
L t

� fr � \ / y S � /f �-•� ip�
`� cuNERr wFDRMArbrel I
IIj
/ I PARCEL LINE (IYP I \,>, 1 1 Px Ssrw '
l � RIM 89f1]4 \ I
A °El�a, HY aHI
/ R
-
/
ISEEGIAPTCR2FDR- '\ I \ _ Ij
I / cOLYERF IHIT)R!A4TKfH1 - _ _ l \ - f - Y - - \ _ _ - L -r% -- •1 �
/ • OIS WATER OIYLRY BllFFER / { \ _ -
I\ OLFAHMANO"Gwavu TOM�� - 11�E'E'RIPRAP tTYPIv
\ PLOOBWAIH AREA TG BE CLEARED O< \ _ 1 ♦� ia' // 1 j / I
\ UNDERBSH, SRUBS H, AHD7REESLE33 _ _ - - - a 1B 19• / i �' {'
I• _ THAN 18'RUBBH MAM1E iRECSrtB'COH id ?� F'V _ rui-wuH CeEnR40 aREATQyE SFFDEG L1' y \ Cini O F'w' 1 { N p
WITH PERMANENT RIPAR WI SEEINKG Mop HAA ROTA IFUTURE ° - I
[+IEFNWAY ALIGNRENIT 1 1 )
N
�� �, rf roErNLxl,cl nl _ ` rrr 1- 1
yY"P./I _ _ - FEIN FLDGD R'f11HGC LINE-
_j _ i_ _- _ _ _ •. _ - _ v _._r _ _ -�f�� _ _ iFIf141Po 140 YfiVR,� 1/ --,I
w L%. SBMH - �� `- PROP lapl RA>•AWI SILL FENaE FIW aaF b1•
l RIM.BBS21' - _ $ [CLBs 301)AE(bETAI AYC•I YbF _ y / ! 9 A
8827(' (QUIP T .lDA)M Y0.0gC CHECI[OAM - - _ ^i ] NV. N: BT1.98
RY GIFT. BB2.11' [CUBS Bo.iBA1 RYP.I IDEfIll a4C.13i] PROP SLIT FENCE ROpE Gu}lET + 's
(CLDSX.WPETAILIFYG128I
-L^_ � �- _ - - mob" - Er6TIHG SA(u}M1f• .. PROP rERIPGRARY SILT INTCM ti /e - - _ _ ►
"(LLO53o Dall .iroETAu nib, - rw FLOOD—
. cne
-y�-,.—__f.reu S@YER CFlf1ERLINE r'+� i► r `
irlT / J
�' -' y m QUIRLor E f' - r \ Long QPBBk_
cxv3slncuHBER 1B
Wa1F TEMPORARY ROAD
17 =,
EX. NETI.AfVF]8 [TYP 1.
(TO SE RRDTECTmj _ - J
S.,ob PS WATER SANlipUv
4- + ✓�W • ��ax>a PnGF Ira 3r r r \r '-----
�- _ - - - - - - - - `T-' = _ -
rr` cEHrlleurE 1 a0
- Long L�re'ek ' � _ i� -_'� , 91 - � 8�-fir -
raaP armc.E 1v r � � _--, � . r -
CONIRACTORTOSUBMRBRDDEIHSFALLAi10HPLANSHOIYIHBMETIgOOFBRIIXiE
_ _ IHSTAWRPRICRAHEOROTHE T" At EHTj OUMD LOL0riATERFORREYII.
-� APPRWAI PIIIETIT C INGW pixw AS sp aEWFIED WILL ARY SIRRILnTKwS FG
�[ SHOW EOUIPMF]LI LDADIHBIN RELATION i0 E103TIR6 SAHHARY 9EriER CASEMENT i0
SHOW HD I.Tl BE MACE RICIWRLOTIE WATER SANITARYS R ME3. ->!� 61j' _ FEW FlO9G FISUGE IINE � _ _ ,y+_ _ • _ _ _ _ - _ - _ _ 9# _ �e _.
� CHARLDTFE WRIER COHFACi. ;.�- -'9` JI1DB YEM7 - •y TIIEC* � - � � � _ - _ - _ ,� _ - '-1 �-�T � � � � _ � - _ _ _ _ -- IRE
WILL RIB rGFy7e-@IT; w,� a.s®cyw _ �y�� gk _ _ - �' _ - - - - •�"g� " "
wrRlrPROP. FOsoE saaPESRD CUO r r
l £3
• • • ♦
�y
• WHSTRUCT ON SemEHCE NOTE
/
r
. EhPORMr7Y'CRF TO BE IHPLACE FORA MAIOMUTA OF9DDAYS CR iIAE TONSFALL
T.AlItfTNIENT
NORTH BRIDGE
: //�
"_ -� ` \ \ \\ \ \ \\ \
�•'.'
w
]. CR TORE INH9
REMOVE
__
REVENT EXCESS OF T
IFA PRECIPITATIONAST.IPONCOINTRACTRFWOB4.HRED
S MID OFS IS FORECAST, WI CONTRACTOR THE IS
iFA IICULVERT CROSSINGS
IEMPGPARYCIILYERi CRDSSIHGS Arq STABKI2E ME AREAN ADVANCEWTHE YIERTHEREVEHT
AL
LOURED TO REMOVE ALL
TO
PROq. iFwW]P.aRY iHaeEB
/ MAr iNE}LMDCROSSNO
b ` // iTYPIQ/ETAL arY'F1251 .- r
r i� _ • 1
'1f Ex M RAMWWSETTOPE
PROTECTED THROUGHOUT CONSTnOOTION _ '� /- /•
- � ` /. .1 I ! PAOTECTm iIROIXMIOHF CDNSTRUCIION ,
t�'jrQfi74
1 /
11
Y90 I
1 1
Y
/
r /
/
EXISTING CONDITIONS LEGEND
PROPERTY LINE
EX, RIGHT OF WAY
EX. MAJOR CONTOURS - - - --
EX. MINOR CONTOURS -
EX.GREENWAYEASEMENT - - - -
EX. SANITARY SEWER -
EX. PENCELINIE — — —
FEMA FLOOOWAY ENCROAGiMENT LINE - — - SWIM BUFFER — — —
COMMUNRY ENCROACHMENT LINE
PCO BUFFER LINE - - - - - -
Ex. WETLANDS
EX. SANITARY SEWER MANHOLE
DEMOLITION HATCH FZZ7�
TREE SAVE AREA
WILDLANDS SEEp1NG AREA
EL. YIEI AI NOTE.
ALLFxISTwGWFTlANT1SwIMWIOR1PROY-LTDRATMF TO
WTWACri ANO
OR
PROTECTED WGtL1ONO A $ N $SAS SHOWN
N O HATS IRE TO BE wSFMSEG FOR III
TEMPOFwRr wE1L,,IQ`MEb O-5NF SHpwxWE I -A PyaNS
2 COHRGCTORSHM1LLST,IIfE AND DONFlRM ALL IYEFLAHOl1MPfS PW10R TD OOH3TRI1CTlDU
TCF AVgD AHYfMPACFB.
TEMP ALL DI UMFIp.ULROADHDTE.
1 ALLPTRUGf ANDHEAVY EOUfAIEHFFDUTILIZE THE MAIN/AUL ROM WIHI STONE
oO AHD GEDGSO
I N puA ORAWsEr; ImAw w,EmDEHT TO LL*" THE SEE Haw crows
E, ue iEMPOa.4R,'SEEW+G KMTEENDEp FOR AIKMIG ALL GI=EENwar HAZE, RPAI?5
M mTERHG riOTF
1. COHIRACTOR T 5G NtSFER TKLSSI7E OILY
I IF IJR AES RII SIQNE CONTROL
SI BE OF: wNOW AL WITHOUT HaU y
1 FSTALL O T CI LL PNPAND IICASUUB TR NOWALLOWROC FOH THIS•CO O ALLOW TO
w3FA I ORY WC�L PUMP AHOOu 5vr UPSTREAM OFROCKS* MAI All TO MtE F M
DEt AIL N Rw1E 1 FOR S WHERE orH'E y WELL
CAHNaT BF MARTTAwEP REFER Ia
DEIRIL44TO TFOHINSIILIr WITH
or My WE V IMP
a [aNiHAG}OR TO aOaF#1RATF VR}H HfAEO IIc�[T(Nt FOq Hls}gyAIIg11
EXISTING RIP -RAP - -
DENUDED LIMITS
rCM�+v,rtr arnrnm �.m�aaln�
(NCDEO 6.70) [DETAIL #VC-1.2ay
EX. TOP OF BANK ----
TEMPORARY TIMBER MAT STREAM
SB STREAM SIDE ZONE —
CROSSING
(DETAILOVC-1,25I
SILT FENCE (CLDS 90.0BAy(DETAIL P2C-1.23
PROP. HAUL ROAD [OUTSIDE OF
HIGH HAZARD SILT PENCE (CLDS WD&E.) —
(DETAIL 914-1,$9)
GREENWAY ALIGNMENT[
INLET PROTECTION [CLDS 30.1SI ❑
TE�MPORARY TIMBER MUD MAT
ROCK CHECK DAM (OLDS 30. 10) (DETAIL RArG1_ 64 - r
LAND r
(CIF L.T ! ZSSING -
SILT FENCE ROCK OUTLET
PIPELINE AIR BRIDGE CROSSING
(GLOB W.OBC) (GETAIL BHFG-1�)
(DETAIL
TEMPORARY SILT DITCH
PROP. HALL ROAD ryyTH 12• STONE
{CLDS 30.05) (DETAIL C11C-1-M
BASE AND GECGRIDj (DETAIL x11G127)
NO-IMPACTAREAS
STAGING ARBA 1 STOCKGII E
(PROPOSED BOARDWALK INSTALLATIONS
LOCATION
CONSTRUCTION ENTRANCE
TREE PROTECTION FENCE
(CLDS 30-11 A) (DETAIL P VG1.7PI)
(CLDS 40,02)
TEMPORARY FORD ❑ROsSING `- - - - - -�
GEOTECHNMAL BORING
E}-xX
(DETAIL #31C
FCTAL DENUDED AREA= 67.16 ACRES
BEFORE YOU DIGr
CALL 1-800-6.32r494E
N.O. ONE -CALL CENTER
1Y'S THE LRWI
I2A HOA FH ORNNM STREE F
4LHnWOnE.NC7WFC
rW -OAS
,NO 15M1LAHOOFSICH COAT
v.: 'Fu,Tl lrkwsF A CyAmn
WILDLANDS
ENGINEERING
STV
'`A�5555Ir,1 l l l Iry1''+
tH• '+off
_ N.
J�f�`9plliiq\`\
I.
$ !`
'�EAL _
L43402 _
•��.F,yGI NE.k�:
R °S�T3/7°2T
LONG CREEK
GREEvNWAY
R
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 1-485)
MECKLENBURG COUNTY
PSI ]BZL1191
REVISION 1 ISSUANCE
nF_q.WOM OSR
DMWN BY DER
CHECKEO BY ARW
YERr NIL
IIOR2. T'=17
7EF W ao
�• EXES7ING CONDITIONS,
DEMO & EROSION CONTROL
PLAN

PROPERTY LINE Er wFAwN N01E'
E:k RIGHT OF WAY - - 1 HL EXISTINGUTH"VO4OVI : MN Lf1bP I0N M LII"IS AM ARE TO DC 1GWYIAO'AND
FOR
+ ! 1 l - _ _ - FROTECTF. T WILANHC CROSSINGS
AGT N MUD "IS ARE TO EE NSTRILEd FOR RLL
f E%- MAJOR CONTOURS �� TEMPpaeHr METLWDIX1g55rIcs AS sH05rN ON TatE PIA1G
E%. MINOR CONTOUR$ 7F5 2 CONTRACTOR SWIL STAID" AND CONFIRM ALL S -PLANT) LNITS PRIOR TO CONSTRUCTION
! I + I \ EX. GREENWAY EASEMENT -- -_ _ TO AYCO ATI,•rLIPACT&
£%-SAN ITARY SEWER IEMPOPARY HAA ROID IIOE
5 ALL DUMP fRuCU MO NGAVY kWiPMENT 1 O UTLi2f THE AKIN HAUL ROAD wfrN STONE
1 i I ♦ 1 1 J 117� d'l n E%. FENCELINE --- a e "D GEOGAto
7 NO DUMP TRUCKS OR H*> EGUIPMFNT TO VTLuLM THE WE MuF RGAGs
taw r �Nu�+p Ni rr AaorE cR,5GE1 ~ 1 FEMA FLOODWAY ENCROACHMENT LINE - - -
{ 1 L , Y' 1 n1� 9 RIL fEDppRARr SFEWSG IS rITETapEO ECA RICNG RII GRFFMwRr NRu[ RPR95
L q $WIM BUFFER
1 1 1 l '� `] pE-WRTErbIG NPTE'
pi►M 4p I nflj COMMUNITY ENCROACHMENT LIRE -
5 ❑�7 T GpN1 RAIN
(w.tA1FR iNH" GRST
rrAIM �'d 1',� , pX. ETD-ARLINE ------ 7 AF1�ueT CROVFNTS, vik s>{ ASUFEs DO NOWALON FOR.
WURS
L }5I E.. WETLAND$ •'�"�"- ]. INSTAUEHr EREUPUTAP AND TPA!_ UE3DO Eg1Y ALLOH' FIXITVIIS, CONTR OW
} \ 06- ALL AN IN ArA&IP AND PU 11L E D AEAM OF ROCK CHECK DAMFE13 RE W FOR
� n/a � AIa l \ L 1 1m\ r - +,Im 51 1 � EX. SANITARY SEWER MANHOLE � OE-WRiFpEDG IN AHE S WNF RE PPsn WE ORAHAGE CAAHDT BE MAPIFADIED REFER TP
_ 5 DEMOLITION HATCH ® DEIMrBr V FOR IISIALLATIOI OF CAT YI&L PUMP
I•' 1 , 7 '�r� I \ FI �f1if �1 ,41 1 IL LI TREE SAVE AREA. • [aNTRAC,-R TO COFIA CPOTE MR NS NOOEO INSIVOTOk FOR ITRLLRTION
WILDLANDS SEEDING AREA
WI EROSION CONTROL LEGEND
♦ 1 ',,r5- CL 4 I LI L EXISTING RIP -RAP TEMPORARY STREAM CROSSING
\\ \ \� • y ,� f 1 i 1 (NCOEO6761IOETAILAIIC4,2B}
y ' DENUDED LIMITS
8 DENUDED LIAlTS (1YP.1 \ L `♦ , + 1 1 ' \ EX. TOP OF BANK TEMPORARY TIMBER MAT STREAM
W STREAM SIDE ZONE [DET�ASIAilGL253
\I xa• ,� : = 1 , }, \ \ I I SILT FENCE (OLDS 30-9SAl(DETAIL 2= 125) (OUTSIDE OF
�1 (DETAIL � } N,x \ / \ 1 \ , 1 I• r I HIGH HAZARD SILT FENCE (GLOB 90AB6) PROP- HAUL ROAD [OGREENWAY ALIGNMEHTI - -
I / ♦ �10iu + 1 I f I� tp7G1-t3)
5 ■ r TEMPORARY TTIABER MUD MAT
e �' 1� L I I INLET PROTECTION [C;LDS 90.15} WETLAN�CROSSING
U ♦ I 1 I ROCK CHECK DAM ICLDS 30.1D DETpJL:41C-1i{1 - r AA v- x' ] ICE
IL 0.7.25}
�• ,i 1 -•\\ I I I SILT FENCE ROCK OUTLET p pEELINE AIR BRIDGE CROSSING
\ 1 1 y f I 1 (GLOS 30.O6C) (DETAIL ad7P 1-23) I (�EYAIL ►31G-1.251 -
'. 1 1 1 + r TEMPORARY SILT DITCH _ - -
1 1 L a PROP. HAUL ROADEgTH 12- STONE
[OLDS 30,05} (DETAIL 61+F123) BASE AND GEOGRIj (DETAIL NVG1. - - -
�Gd NO -IMPACT AREAS STAGING AREA STOCKPILE _ I- - - - - - WI
{PROPOSED BLIAT OARDWALK INS7AIONj
LOCATION L - - - - - - r
COOS RUCTI DETAIL MNG1.7a4 L
[�. ,1 ..rrrr '} 1 _°-.✓ \ll, + , �. 1 L , - i 111 ) ( i (fRLD3 40.BZ) CTIOIJ FENCE
/{ �1 s REFER TO CIUPTERB FOR 1
T sue` \ 1, iL FI+W," I]H awl MA fvA+S WR tl �1 S, J LI1 TEI�DRARY FORD CROSSING `— T ^ _ J GECITECHNICAL BORING B_j(x '
'S� AM WEft "e1 Ex CONS,RUCrpF!EIfTWSHCFR IDETRIL ►3JC•1241
$P-, 1 , Y n LATLOW E i TOTAL DENUDED AREA= 67.18 ACRES
J 14 1\ �ST4 II �I_^r ' _ 11
,may I` ;''+v \\ r r. vice°w.F/• •' _ _ �1 / , 41 y r I
lw IN
I Iry DDTref6 D6• �e,a .. \ t - _ � �y. ' / � � /
I -�• 1 - 1 /r / /r// /!// J// � / MOP. FI, (]ILL RDD1L OUTLET
j, �� ���'--• \ _ h� ' 1 \ r � r / r //r // / / / / 5RO530 �FI{CEYAIL IwG+237
R... Y PRpPD$EdCµYERF of / /
' j f L \ F. } b r/ �• \ FI ♦ ,mot i ` 11GI1� \�- / r`J Jr !rJ { //! ■■■
1 11,
r �+ ✓l J
r, rliF�6,r• I I _� / FFNUFEOODFRINDE LINE /I J �:
�r {I 11aT�1 _ra ".L igE� W �_--_ _-��+ y1 ♦ "7b N IRfTWE10D YEPR] f iiii ', /
y _ �[�+"o"� _ �// L0• .�•. \ 1' } {1 FEM4 FLOODWAY EHCA[YS.NT LINE !R K' THEE-�R+fEAREA
(J Y \ rl c �z Ex7+•PpE I L
E% TREELIKE R+'P I `'�� 7 ) .� P 1 + 1 ! 613 WATER OIWSIY BLUFFER
/ff ti +1 �j ♦� Z RL1r,tIP1,E�N 1 DIET INL W-+iFREENAur '1 JrI
f �t HA2Afm SKY FENCE 1 I Jl ��� '. / PRLP. 1l I FAIPlN14RY IAI'
r PROP.9IT FENCE ROCK OL1rILT _
L,�1-,i (nLs 20.oee11DETIn EaFlzal �-.r _ (ur1530 mcaUETAa F�aG17a1 r,. xi-
�' 1 •1 5 1 F _ . ME
M PGSEP aLrF1+i w Il 1 1 '� 1 1 \ I I r �� ■
! iSEE CwWTEA 2FPR � � 1 i � r J
Sc-
T �. ,•� ®� MTY MOTIUMFNi 1 E%FENCE LRi [TTP I 1 -
IUTCIiEDAAFATOBE
.. CLEMmAHDglLIDEL '--- \ Mom.+�d'"`F\1FL`,.�a,.} rlll� 1 t PROP. HAUL RwnIFu,uRE - ! �,r 1 r F.><rRFEunE [1TPl SS
rr� T*rtFi-+'T �'� +�•'�� 1 a�l� ' 1 15 1� .�♦ \\� G<+EE �ETUL�au�cE�n1 JAI � r�x
•FDL $.SMH • • ._ _ - _- f i $ \ \ LJ IDETAIL N.LF1361 --. ► / I b 1
- HM5s1 P1 PNc � � t ur. >Isasls• --. - � �� � 4 � 5 � r e� ��
IHv x. crDsa S„ `r 1 •� r � �1 � � � �- w� r$� j 1 � \♦d•Tnrre mw.arx Fx. TrsGrw.�rc rrv�a -'� r� r -S �' !r/�• � / _ DfJ W 615W p C
kV Out 911.w a- _-' } W k" Z � •e1].
-...- �. �4 ► f.- ,wEr ! i �_
_ \ ` T' rr 1 ~,� ♦. . °n' 8 Ill ,� 1 PROP SILT FFNcE ITS 1 4 SS 7 f . i (f o+
FLOOLWLANIAREAT09ECIEAREDOT - TREE SAYE AREA RYP.1� °^Fyyn�•• . _ \ I \ 7yp 1 y.n -
VHCEAORIAH.&.Na(IrRFF� LESS - _ 1Y LNJ oH5 - - JWL 1 a-'. }- ao -. RE76AIHI E7[33EN1 ,' E^ ����'• .p.•-
rNW +8g91.rRTNRE TREE5�1eDgH TP •Y• f , \ J ❑ \CONCRETE
RC•AWI. LIEAREq AREA TO DE SEEDm • S'r A ' \ PEGTApaT wiluPwl \ rvE' " a-EK 24•RIggEO PUL' RPA.661.18' �� : �p SS r[+ p
\ \ s3 \ !. cRasslHc IxIDmlewoE 1 r«vovNreio iP I �•�' - KYTIIf PERFNIIEHI RIPAIWW SEEDIHD t \ OAS EASEFEIIT AFit
1 ExPSfIN[s vwrr lARf• Y PEAR 4.� I, 1 OB 6q2 P6 &S ,j 1 TC/APORYIY MAUL RQAD - I Ey wTATi E S_ - J! j / JGFNudM llltliS lT'�1
L �� SE'wFN CENFEpLINF'� '� -N ��.. ♦\ ' �\ ll 1 7 ICFE LINE`7RYP.I
Fx iREFI} SC pFMRIN �O�
E✓E„°yx��v,�r' Q1i
IX mEE RYA.) a L
♦. _ INF Fr+'P I \
2R CMUD SfWRIRY •�+ 1-y�ij��
EMER Rnv MRP
BOOK 20 PAGE 218•� •� `~ '"�y Ex ?1•RypEOFNC
_ �� 11 _ xr• i,^• CtO6-vNG urfJER TfwnE ' [� r �� ii PROP SOT FFNOE - wT - r
. TER♦♦ L, _ -_4v I TEA wwW mROAD \. OOPP.•, 5� _ WRITIC-DSSO.0 ) J!
Y'. r•. ,CY� C / N " 6+� OE
IPETW anwT73-
DO,
1ti Y� Fa&7p LIMB SS \ r /�, J Ex �1•faPFFA CYG
RJY. r4USTV 1 `-1 ` Pry Ouf ell lr r� �_5 CRCFW<G 4NI8H1IWO-..
.. \ EDoeTDND srREAM r _ ^Yht}0 1 ,. L \ �.'_`4 - , . `J �l �. L�` TEF�wasry MnuL ROD
1�. '� ♦.,,�� cEN1ERL+IE RY+'1 `; _ _ _ SS ♦\s,�." a L \r�`4` ass
_ ESEF= 1-8 -63 171GI
-0��r !1 !r n.w °',LIP ' fJ_ oNE-OOA�LL3CENi"ER
Ex55TIHG W.TNlA4 GRS(rn'I f _ TTI THE LAW Kcan.:r�� a - _� f - ., [� ` _ �b _. _ y'�T9•�.. S �� _ % • . ,` :. rr
5 TA] �. � 4; PROP SIT FENCE ROCK OURLT- 'g �_, 'Z _
I \ '�11 $+. L ■J $r I&AP IIEr-
4L
9 Crg� �y \ �, _ °► ;ram _ �Y.y rr ��r /a+�� T�
� -���- I OEHgDEDLBKr8 RYP.1�� ��� � � �� •. � / fe r � i RM1N 8011NDART hIARIOA ur,wrwwmvvewn
\ \ � - f ��_ � ' � y . - ! • � 11� � 11 ll \ \ \ - ♦ \ \ IL \� r/I I � / __ � _ 0. q P 'tC iaR e TAr _�_ 4 Y � �+ � y -- _ - �- "s�- r r81 -1 (DUAL "LIT x.) PARCELI--1 4PROP SLT rENccvacal
-_],1. PR[1v 5i T FENCE RDp[ WTLFi �y
4 � ' � � ICLASSO.OdCNDETAL /YC.128i � � r ,••• '1
1 I HNINR11.T2'
1 \ WOIR.BTI.T2•
\ - T MOP., LT FENCE ROCK OUTLET`
FLOOD FRUIOE LNIE r � JI KIDS W09CKDETAI MSC 1.231 r \ 4� \ f lE%SSAIH ew
1 (FVHAIE 100 YEAR1 \� 5 618 WATER auAirrT&1PFER BCITCH HERM 69$+• p1 ♦ { IW'MAV
1 •\ \ 1„ \ II •[ ro� ,� I f eottOM 9F.RH9B97 D116TDE! ,
uIMAN C41NDM CUTb1+6Y r
IxERpRNce , 6• '
72i NfXETII GRAHAM 81firl
CHR74DtTE,NC TPaa�
1D13%+03t5
1 fO[)ESION CO41
wF NC. G VOMrKFNSE � euexu
WPM,
WILDLANDS
E T4GIf3=EKING
STV
1 \�'N% ICAq "f,'
ro Ws
,rlr1111rrI ¢L 11��\w`
Il.,in.
�$EM1L =
F•A 3902 r: _
•�,•FMGINE�4:
111+j1
OB/T3/�02T
LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 1-485)
MECKLENBURG COUNTY
I r 102ll T91
REVISION I ISSUANCE
DRANK BY. DSR
CHECKED BY. ATEW
VERY
OI HDR2Nu
II. 1•'17
o AT W Dry
•�• EXISTING CONDITIONS,
DEMO & EROSION CONTROL
PLAN
5

/ \ F@MAFLOOCWAYEN[AOACHMENi
I
DENVCEP LIMITS CTWI EEMA FI CQP ERI EL.IFO I +
PROW HAUL KAD (FUTURE WtEEMAY RIWTIOUNDARV L UMIR iFInIwIF ,BB WARD
ALI0mKRt1 CPEt" N,IG12T) - -
07
_ 4 -
3
RAT TEMPUW GO-wo 1
1 WE iLANv C,=psslNG
�"y
-
SILT FEHCE jC1O3 ]0.0&11
-
PROP. SLi FENCE ROCILOUFLET
L
\
PROP. TEhlll A ROCK 611111 LRAM
ICLD38RWaxDETALNIC.128)
_ •c
-•.
f TEAwORrRr CRvs!ARG F9
I PROF
RAy BOUNDARY MOANER
ICLOS W IGA) rIYP.](DETAIL NIC I]I]
zI\
r
-�
9 SIRE-CR059NG
W. WRH 0 lF OF DULL W CWQ 0 f,t
�1 �
a1N.'}3B;`A
{CLDS X.DS P (DETAIL NlMl 281•
I'
= .•:. '
- 1.
Cl�IClp570,A1IDET'All
rr
I+I
�
!
� ' '� � ��D1�?EO�I.•
-�..� 4_:IV `+pa y
- -
8 -'
iCLpSBPaesM>ETAUF,l�,xa, ;
- '>� SILT FENCE R--EF
r` �
•w - _ ) FRS
[CLOS 3G AGCOIDE YAa Fn¢,.731
rr I
21$, A` � 1
v ~
VD,F
r
PROFHM HAZARD SILT FENCE
fQLD3 ]OABBKOETAIL N3C125I
\\ g Ry [ l
-•ail ne
EX R4EWiirm--1 TREE SAYE PNEA
At
°1 bi -� OENyOED urnsR'IPl- - r,` _ �Jww BolawARY eeuxER
ss `ss ss
T`__•8 y
RF+N6781" I \ 2RCA111ARr
`Y - � 3EwER Rrvr L.IA-LAAP .---j
_ _ SS SS W�BgT�� QRT G09',s RIE EMSTIN FAD[11f1 - 4 ..pp,, pO
� ` r E1WTR10 SANISARY
_— --��.i,�y,}: i '�r •. _ . SS l Ss °D>�eDr�e 9EwEfi CENiERLaE - -. PAW' [Vepr>E 3
CCNTRA.CTOR TOSUBMIi FIRIDCL INSTALLATION WIT 8NOWMO IFINOOOE I
-'YDp � � � � � ' _ � � ` = {,' � -- -..\ �aJ• = _ - _ _ � � $$ l � LEMtIOEO lAN(S [Trill � � - BRIDGE IHSiAILATIOH ICIWIE OR OTXER EIXIIPNEHi] TO CMAPLOTTE + �'
.._ . `DRS� - - S�. S -•+•n� 1� _ r l > > - - 1YATER FCA REYIEw AF10 FF'PRGVFL FNLOIi iV GOH5IHUCTIGH K50 + ,vim V }
D _ SS --0+6�40 ` REOUIPFAHILL BE AmVTAA ASawE TO CASE WAIT
IT 10SpFHT L rWANNO IN L
y���$S� DS~QD1 � RELA?Kw iwiL STINGSA70C SEWER WAMRS tpy¢A•rW✓ INYWDF 4
2 - _ S$ �I` WILL BE ILAOE Tp CHARl0T1E wAYFRyWriAi[y sEWEk LwES
-Long • � ..
MARLOTSE WATER CONTACT F 7
DEHDDED LIWS f"f - - e• _ - � SS
} r,..,�o�wwcc�sisanl:wremrsIE.�,rcoe.
Long Creek J f - .` 6m '' � 4 � l - - - $$ ~ S$ $s ."_ "ISTINDSTREANI + 1 y
CENTERLwE I1W 1 i
3,2
��
_-_ -�- --� _mac �•Rti RIMBSD TT 1 •i ]`Po}�i /'\
�- ng - ����-_ wv.w. BBB W.
Long Creek �rteT- If+�aur�e�s �,•L�
__0�'rf-r='$1-S= r�� J -� ---� RIM.EEA1.{'ITqN
1 ■ a/� 5��1„ f= _ } I 1 L I —Y �� 81 5— _ _ �` Tong °r ft��) t I �i Creek n
ar ..
— � ✓ �4 9 IL+ \-+w„`I°0 wxu J � 11 Li 1 �tiIwi�puNse�s 3�e'
w. r r r - w ,r1�� �► �`
r1 _-=�-,^��S '1� ` y , •-1 _r 4 '��--OFF-r+. � r (�
Vi z DE-0Llnrrs(RP4 J 1.`Iy7{j, I Ilrh I 1 ��� • 1
+ _� I`�+ pRpp. TIMBFli MArTEMf.DWWY µy 'J� I 1 + II �f ►L� L
r. 4 SrREALI IXtps-S,k'i ITYPi '7 rr 1 11 +++r rl Imo:
fE !L_DOOIYAYENCROAGiIMEHT LINE Ex MP RAF ITTF I IDETAR NIX I.KI
ff J l - - FEAE4 FLOCO FRNOE 13iE= - ii
J r • GIS WAVER CIOµ11Y BUFFER `e-
Ei yIF�TUfe1 NOTE
eIB 0 WiTLALN3 WITHIN LaMR V LIMNSARE LO ee TI WACT-AND
FROTECTEE THROL/DHD4lT CONSTRUCTN>N AIUD MATS ARE TO BE EISiu I Fn FOR ALL
TEIPORARY we T—D GROSS-GS AS 910,NN vN THE "S
2 CONMAOT[A SHALL STME ANO COW"M.L WETLAND .LM PRgR TO COAL vTR MN
iOAVOIDANYINIP TS
TENPQRARV MLIt ROAD NOTE
, ALL DUMP TNUCK AND IEAYr EGLIPhC/1i TO 1AFILR]ETHE MAW L AUL ROAD VNINI STONE
BASE AND SEOOR6.
2. HD WMP TRUCKS OR IIFAW EQUPAIENT TO UTILIZE T,E SIDE IIAUL ROALS
3 M.l TFr,N[AARr SEEDING IS BIIELIGEVFpRµpNG ALL GREkNWAr HAUL HDADS
or WATER""'
NOTE.
1 CONTRACTOR TO DE-WATEB THIS SITE DOILY.
AF I FR ALL RAIN EY NT$, WE SRVLRD BE DE-wATMP wma+7N NDUR5
I FNT ER0$IGN CONTAOL REA5VKE DO NOW WOW FOR THIS. L'PN] WFEIR TP
INS iA>_I DRY WELL IFLPW AND OLTTTALL UPSTREAM OF ROCK Gfi= DAM TO ALLOW FOR
DE —ER— IN AREAS WII-E Ig61TIYF DRAT-11 CANNOT BE AIAIFf{AtMFD. REFLR TQ
DETAIL ,AC In FOR INSTALLATION OF DRY WEI PUMP
L CONTRACTOR TO COORDINATE WIT I I WOEQ INSPECT(,( F OR INS FALLATN]H
/ EROSION CONTROL LEGEND
/ EXISTING RIP -RAP TEMPORARY $TRFA M CROSSING
DENUDED
(NCDEO 6.70)(DETAIL wleC I2B)
EX. TOP OF BANK
TEMPORARY TIMBER MAT STREAM
SLY STREAM SIDE ZONE
CROSSING
{DETAIL 01+L12Sy
SILT FENCE (CLOS 31106A) (DETAIL IF21C1.23) m��
PROP. HAUL ROAD (OUTSIDE OF
- - - -
HIGH FiA7AR6 SILT FENCE (CLM Scm,
GREENWAY ALIGNMENT)
(DETAIL R3rC-1.23)
INLET PROTECTION (OLDS 30. 15J ❑
TEMPORARY TIMBER MUD MAT
ROCK CHECK DAM {(LDS 30-1pJ DETAIL 74+(-1.2A) - F
(DETAIL V CROSSING
(DETAIL D CIR SSI
SILT FENCE ROCK OUTLET l
PIPELINE AIR BRIDGE CROSSING
(OLDS WDEC) (O"AIL Aw+Gs.z�
(DETAIL AIM-1.25)
TEMPORARY SILT DITCH
PROP. HAUL ROAD `1HITN 12, STONE —
(rLOS 30.05) (DETAIL 91+41.23)
BASE AND G£OGRIOO (DETAIL W111C-1.271
NO -IMPACT AREAS - - -
STAGING AA9A l 5TOCKPIL@
- - - - - - -�
(PROPOSER BOARDWALK INSTALLATION)
LOCATION
L _ _ _ _ _ _ -
CONSTRLrCTION ENTRANCE
TREE PROTECTION FENCE
(CLOS 30.11A) (DETAIL 111M.1.24)
(CLD$ 40-02)
TEMPORARY FORD CROSSING `--------
PETA1L03rC-1.24j - - - --
DEOTECH141M BORING
� B-x [
TGTAL DENUDED AREA= 67.18 ACRES
9 EFO RE YOU 01GI
CALL 1-00CI-632-5949
N.G. OPdE•CALL CEFNT$fi
LT'SI THE LAWI
?23 NDRSII ORANAM %TREE F
CRAfADTTD, NCTB.ro?
10+3%+Wri
1riYYPawI.GEC COM
IOC plO FLRMLDENSE
Nc-oau
w
WILDLANDS
F.NGIN3 IF If IFHG
STV
,AAr�AYIEE! 45 iY,,`ti`
,'L1't CARQ��
S !P
- d $EnL
r'�•E'�'GINi4.�.�-� �
OS/T3/2D21
LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 1-485)
MECKLENBURG COUNTY
L ] DZ(1191
REVISION i ISSUANCE
oESGWFO6Y me
DRAWN BY MR
CICCI,ED BY AM
VERY wA 0
NORZ. 1-=as
-
B.
]v Ip w
�• EXES'nNG CONDITIONS,
DEMO & EROSION CONTROL
PLAN

- V L
I
fnnr —wra —Jsra — ` L
- J� Ia Ira --Ira �nra —Ava Tn�
�_Ara —Ara
________- �-15/�I-r--Aua
fj,1� l n� \ FONIIO R!W asx • LL r V I Ara `n,a119
rrd ---f.o
FT10P HAUL ROM fO,frSIDE Of
GREENWAY ALICNMENT I
orHNrxol Rs[TYr,
►4- �1
s�
PRO SEC] C-VEH1 F9
l9EF LHAPSER3 FOH
curER��Ey fnlil f AIDS 1 V � 1 � � 1', VI, IL
\ ,PROP 1fAl1L RwDIFUTLRE DREEKwAr
AulArlr+ERr3 Von rnu .,+�+ rrl
"IOD` [.Lti wA t[R DuA nT e%"FFR \ , \ FEN6 FLDDO FR#IDE UIE \ ►
\ 11DD TEAR) �
FEMAFLOOOWAT
� ErcRDwnvrurrt �
PROP 1SILT FENCEROCJfaU _ \
IQD5307FG71DEa —euc7m31
FR wRv M7..1 ►
P�'� or< iTKJP 1IK:M IMLIRDSILT FENCE
(CLDs SO.DBBIIDEFAIcl 123) ,p- --
PO�LN
• IrLD$DO.OBBKOETAl J]�C-1 xll E)[ISTIrG $aNinpY f `�
I3ERL47EP I,MITS [TTPI v,%IXeow�l�ie eo wl SEWER CEHTEAWlE �� } r ( E • �r o - - _ - -
w \ ]trCWD$&WARr G61yATER DWYrTY Bl1FFER Z....i - ...
��\ r SLwERRTY MAP FJf 59MI'w - -`, 4
'\ 9s ` - - se PADEsrs _ - rrM .lira - - - - - - _ - _ _ _ _ - - _ _ ,. _ •„►�
\ y �T�aPi �YG1 sel5n _ - DEM1CFa LIINT4 fTYP.1 xY -
$$ $S �]� S w.m1�f1�11YAtul•grgZTrEP.L 9�_ OOl w.. OUT::989Aa PrnyN PU'Lw - wAUF 11 - - - �wf
' E115SHH ..:._�.. �..
Iy L,'1TBE"w SS � SS � ttiOpl �AOl�p�fIII�R 1TI`Do1`pgT`p�lf ptlJrpW 1A
ci�
lc
_SL - _`�=
R►n easHi `91 ��:`••-==� - ` - --�f '1 - - - - - ^-
1 _ g - _ - - - _ �_ _ _ Long Creek--
,vcc �
FLOO. - - - - "$i - •- = Y �.+ S= =-- ■ SEWEnoERTEreIFE FERN D AY ~ ��
�4 �°TssI `' ' ENCFOACX1AENi LwE ,S'LWDSuniaTir l rry- l
® � 1�. �. r r 90PN R A�3#� >� + 1 7 •rm cus'LL�`L 1(��
PROP HWH - H42RRD
q�C l\r. T r SILT FENCE \• \\ (CLo930OWKDV7 svF, T)f
jA.—
T Ta-
1
4
I)s x K+:XDLTAILRIIG I �-11 ! - -
ll v s �yrIDD�LDv� Dv�oD�„LVD�Lao�DD,~rr°°- vTr�I \
-
Y�I: "oom t Ino�f�
- ` V . � � ~ ~ J 1 yio4�w � DENUDEauNFrsmr.l • Iraour.ees.ee � i7 �e• - D
�• �� �� �:\ lily - ����� / _` — L — 1 � sruwrL
EXISTING CON DITrDNS LEGEND
PROPERTY LINE E1. ALL N6 wFRAHD3 WRIW LCOFRcxcT EMITS ARE TO DC TIn 1MPA AND
FEUA ROOD FRim6r; LM Ex -RIGHT OF WAY Tr✓ PR074-61)tHROLf QP CDMSiND�fgN MW WTs.vaE In RF-IN.LWFERAIL
J- EX MAJOR CONTOURS ~s5. Ti:FvpRARY wEF S CROsSIRf�AS Mato ILA1 DI Ns
]. CON1 DANYsHALLSTAKE AND COHIIRM ALL WETLAND LRAITS'IiIDR TO CONSIRUCT1oN
� E]C MINOR COHTODRS � TO HYOID ANY MIPACi3.
FADP.TIA6ERWT1EMP6RARY ex GREENWAY EASEMENT -- - - - l'WOR—VNULROAOHOTE
_3(A _r 5TREAA1 LROsswO rYeP 1 E%- SANITARY SEWER ALL ALL MW TRUCK AND HEAVY EOUPMENT TO IITIM THE MAH HAUL ROAD WITH STOhE
�` PARCEI NNE {iYPI 117E TAt nor rii Ex- FENCELINE - 3 5 uH �1RVG DR HEAvr ECRrn,ERi TO iflaVk THE SWHAyE R�wDS
- FEMA FLOODWAY ENCROACHMENT UNE a. ALL TCMPORARY SEEDING IS INTENDED FOR ALOND ALL MEENWAY HAUL ROADS.
/ $WAIT BUFFER OE•W WERING NOTE.
FOX THORNE DRNE COMMUNITY ENCROACHMENT LINE r fgMtAACTM TO PE-W'AtER I! SUE — Y
PCD BUFFER LINE3 AFT(R Aµ FtuR EVER r3, sRF SR[xno RE aF-waTERED vrrMIN;T HPyRS
t. F C� EROSION COHTR[1L MCASURF3 DO NOW ALLOW FOR T 03. WM1FiACTM TO
EX. VVETLANDS I=: � • � •. MSTN1 Y WELL PUMP AHD OI rT !-L uP3TFiCAM Cf ROCIL CICCK DAAl iO IJ-LGW FOR
EX. SANITARY SEWER MANHOLE OE-wATERnrnM AREAS—E POSITw DRAINAGE 6ARROT BE &WNTw EO. REFER TO
DETAIL 4M 1JT FOR IHSTALUTH]N OF ORY WELL PUMP.
DEMOLITION HATCH a 1:cm I�TOR Tn fxx&NRATE WITH RCnEQ I-PF,CtOR FDA WSTA11A1ION
TREE SAVE AREA
r ?
~ � � GK ww7Ek OyAytt pyFFER
TEMPORARY
RAR
EXISTING RIP -RAP
TEMFR)RAIrY SINt11M'NoatilN[;
DENUDED LIMITS -.—M0—
(NCDEO 6,70)[DETAIL #flG1281
EX. TOP OF BANK • -
TEMPORARY TIMBER MAT STREAM
3W STREAM SIDE ZONE _-
CROSSING
[DETAIL #I C.1.25)
SILT FENCE ICLOS 36-96A){OETA , NVC"12SI -- �
PROP. HAUL ROAD (OU1 SIM OF
- - -
HIGH HAZARD SILT FENCE (CIAS 30.06B)
GREENWAY ALIGNMENT)
(DETAIL At91C1231
❑
TEMPORARY TIMBER MUD MAT
INLET PROTE=ON (CLDS 90,15)
WETLAND CROSSING
ROCK CHECK DAM (OLDS $0. 10) (DETAIL #91C-1.241 - r
[DETAIL #dCROSSI
SILT FENCE ROCK OUTLET _ ®
(OLDS 30,06C} [DETAIL #4NG1
PIP LINO: AIR BRIDGE GROSSING
[DE AIL #yC-1_2
SILT WO
--
H
PROP- HAUL ROM [WITH 12' STONE —
ICLOS 30,0511DETAIL VI Or-1,23j
BASE AND GEOGRIO} VDEYAIL NTIGT.27j
- - --
NO-IMAACTAREAS
STAGING AREA+ STOCKPILE—
1 I
IPROPO$ED BOARDWALK INSTALLATION)
LOCATION
_
CONSTRUCTION ENTRANCE
(CLUB 30-1 TA) (DETAIL NIK-124)
TREE PROTECTION FENCE
(CLDS 40.02)
--------
TEMPORARY FORD CR6SSIN4
GEOTECHNICAL BORING
METAILC3JC-T,24}
- - - - - -
TOTAL DENUDED AREA= 67.18 ACRES
S&EPCRE YCOLJ 0101
CALL 1-BO"32-4949
N.C_ONE,-CgLL CHN TIER
Irs THEE LAAW!
iiAr KEr .e.,a.w.
rfa HOrrnN DRAINM STREET
CNAIRDTIE,NC TFNG
fw pp375
WHRr LAHODESIOH C04
Nl; FH4 FEVAI IDEflsf x C_GA' F
WILDLANDS
ENGINrF I(ING
STV
o�?N Ts
Z• =
r��C-U1S ♦-
LONG CREEK
GREENWAY
WATER EQUALITY
IMPROVEMENT
PROJECT
(Treyhurn to 1485)
MECKLENBURG COUNTY
Per ]62D T91
REVISION I ISSUANCE
RE_s��NFDeT ffiR.
DRAWN 6Y OSR
CHECHEO DY AM
A�vERi Ru
HOR2. raw \�
xi w a#
�• EXESTI NG CONDITIONS,
DEMO & EROSION CONTROL
PLAN
ALr 4
J

ItM C E tgFi 2 FOR TREE SAYE AAEA (-IYP.I _ _ ► - 7 s\
iSEE LHAPiRfl 7FOR
GULYFRT NPOnAViTgN) w ` _ f - ram-
yy "p� -v � 9$'�E-'- 'O•" J P ��S � aP CNyD SAt+iMrSEwEN - f �f- I.r _ .'S
L e •� - - _ _ - ^ Y - � - �� RNf A[AI' DDOK 28 PAGE 27
eek
SEWERR
PRW TINBERNATTEWPORARY I 1
aF oRL Air `_ _ � _ALL _ ..f•'- _�' S
_ - ' - - i�Hl---e,•]]+jMe as ,�^ Wes" F(� � �� � '� A O Try 1� L s i PROP WRLMD
kAY HM1lwn � _- - yp� ` r= t J •ar`� ~/ J.c� $MVIIDXErTCMS RN*IIGitI"Z5.)1 i
(OE1.L<]}]
SS IXSSM i5 RIMb7B.H'
1 lri T 1ln 55 - NV N.aAB.i
r' '► rry nr R%t PgEl00-10
"S='���
2Y
DL ss Exs+-AleamPYc
$$ �— ca0es■IG urnER 1s•rnEE `_ 8%. a+ _c� � � ��'" tw r� = . ~� _ � - I � 4 4 �
' FEAHMTARY
�� ' ' f _� g5- � � �°` ` �a�g Csesk "'��"-"�- _ - �— A1•- `l= E>ar.IcStRE,1,t � ! ' ,`�� I
CENIERLRIE DYP.I PROP. SIT FEIlCE ROCI(pRLET
�� ��� �`-.• �-Tl�=�_ �•ra�� _A !� -� ---_ _rtif ..+�� '� -•i�-I `I � J ` (GW530ABCKDETAI AAM"iK71 �
���J ►�� '�i _die=_ __ �'$IA_ _%i- r �I .1 _ -� f � i� r� { � J h
�� �•� - - y N mr TEI�oReRr .Rp$SfIG /1v G15 wn1ER Oy ity WFER I /
PROP FOPOCRO55NG
aka- -✓ Il � a.-�� e,, tN4x3uESLd+Es 1 ' 1n1 t / Imo- /
IDErAl1G'C-1 s11 V0.01 vNl 1 I
ERISTINS
19CMUOSAXITARY
SmA RAY A1AF
BOOK NFADE
` A-P HIGR HAZARD SILT FENCE ' 1 1 WEDLAAA$H10PO8E0 STFYEAM ,/i I r: .' A--- .�--.=.:.• / /r. _ _ y // / 1
ti. ICaOG 3D g0■><CEtAR FSG173i Wq.I+Q J.PI R1F ION$11AGA
REikHNMENTIiERMATI51REALF
PRpP NUR ROAD FLFAl1GHMENF INPOPAIATION - �' - - • - • • • • • • - •L- / • II
- ONDERBOAROWALKI E]L WERATASfTTP.1 -�
.T' r PROP 31LT FENCE ROCI(OUILEI I I - (ro DE AROTECI®] -
- f ICU I5:q DFLyMAF. ruC-1i
•
-`�' EROSIONCOHIFOLSM-ETYfEHCE RYPI
.. l PROP RRIDGE u _ i 1
CONTRACTOR TpSUBWf HRWE MSTAILATKINpF
9RIOCEINSTN-IAIgRICRANC OR OTFIER EOLFWEHrf iO pL1Ri01T[ a���RM�MLikVG1Td1
- REOMED WILL E ANn AT"S PRina To r-nNSTRImiHlu
REUTIM WILL RE CALCULI ARMS TO SHOW E E MEHT LO W NO IR
RELATION TO EXISTING SANITARY SEWER EA�MENi TO SNOW HO IMPACT
1r WILL BE µROE To IALRLGIAV 1YATE R 5W mv•. Wbk LiRkS
•_ - - - - R WILL
1 CHARLOTTE WATER CONTACT _ - _ T _ Y \ I y ��� ` r ,
`WILL NICF'r04iFBgA]I; YTYn .mHerara•wefgv to °
+ m0I`!xrF9+oE RDOx purLLl LOCApTAJII'�ND AAE43i8dhE rr DlNN1EU LIMIS(IYP] / /• _ T t1 _ � l
.. � 1 ICL0390WCI�EfNL NA:•12:[I � � pYP'I r{ , `v � _ - ! I' / i
n Ex 1v u1NTIORi z- f1 I I l
CER 16 WF]E rl J I r
1bAPGRARY VALULROAII / I OW WATHrgWLm LWFfH+
DEMO LriRTs [� I J �' TOPSOIL STOCKPILE �\
I , • 1\op
i� •N �r
s•
v x
O>!C
Ex 0OkSMuCT1Om ENTRANCE w
(DETAIL r 1255
LAr 85MUV
1 yLONE: AO,B1S
- - 1 ------
EXIST GATE VALVE RM ELEVATION TO
BE RELOCATED OM910E OF
r
I /N,f /
r
/
FEMAFLDCOWAr �° �YTr
FHCRDA[HMEHTLwE /
rrAt �
r•PAE I r
I � •I
ND XEAVY EOURAIEHr OR FEMA R.DOD FRVRC# LNE
N,WL R TD l» sELDNaM1RY G1 1�,,r�y��
IWIL ROAM rC�� 4e Y I • -�� lfufuRE fODrF+1R1
1q WHLH; oFwNAGE {
E0.oEMENi NAP BGI]K 4y
21 PACE B28ISCALE01
1
T�
EIB.5111W UT4 W &O O 11
T■Mn NAG XA4 S1ET
�nsesa12.F0
El aakareaa � �v r
EIEV.ad6.9(HIlAV08E] �lK .�
CFA.>HW{9818
,: GRIDrrA9BDgDny -
f 1
y� t7A-12 LF OF PDlP.Q6.9B% SS
SS
PROPO9m RAW.CONTMCTOR Ta Iil - - - � � �— _ 3 � SS � SS 'r
COORO■IAIE PROP]AIfXT1WLT�R •-1��p'�$S F'o1P.Q6� L •
MII AS
$Dlv N819 GB
�uc�cDGr Piw � Na J711iS raNv our aTS.ia'
NNAB N
NRIM. dB00V {}
Nal rlLl si p'cgr/r V
� a• iNv 18f r5•
'��R�M ul3 ea'l B-NY OLIt liaF 3a•1 ■ II
PROPERTY LINE - — - - —
EX- RIGHT OF WAY Rw
EX -MAJOR CONTOURS
EX - MINOR ccINTOuRs Tel
EX GREENWAY EASEMENT - - - -
E%- SANITARY SEWER
Ex-FEHCELINE — — —
FEMAFI,OODWAYENCROACHMENT UNE- — -
swim BUFFER — —
COMMUNITY ENCROACHMENT LINE
—
PCO BUFFER UNE - - - - - -
EX. WETLANDS
EX. SANITARY SEWER MANHOLE --
O@MOUTION HATCH
TREE SAVE AREA
WILDLANDS SEEDING AREA
Ex WETLANDNDFE
I ALL Ex IiwG WVLANDS W9tH■1 LOONHOAE T LWItS AIM to BE TIGWPAGT•AND
FROiE M,) t WIP5NOLFT C*RS1 NOTION MCI AVLT5 ARE 10 M NSTU.LEA FOR ALI
TH RACtT 5F LL O AtMA q AS"ALL ON TIE PLANS
7 OOAVOO Ofl SIWLL STAfp; Alap CONFRLr ALL. WEiL+wOLENtS PRIoR To G[kF$ipLRDt(ON
TO AYDC ANY nbnCTS
TEMPORARYHAULROAD1 TE.
L ALL DUAW TRUCK AtI[1 XERW E+]UiMEXr roUIIE'E iXE MAN NRUL ROAD LYTFX 8TO1/E
eRSE AXDGEOGAU
2. NO DNMPTRUCI(SEEM"IS ECAIWACOfRlf-eALLESAEXAUL ROADS.
3 All TEMPONART 5EELITW 15 iHrkNpEO FDR ALonu ALL AeENwAT Null ppAOs
EE•WATERNGNOFE.
1 Aw'R-Ctp1 TO DE-ATER tNS$ITE W4.r
2 RFIER ALi MY EYENTS, SITE SHOULD BE DE-WATEHED MtMIN N HOURS.
] IF CURRENT EROSION CONTROL NTAl"P> 00 Now AVOW FOR I HIS.'IMM.;" to
INSTALL MY WELL PUMP AND OUTFALL UPSTREAM OF ROCI( CIECN DALI TO ALLOW FOR
M-WATERING N AREAS WHERE POMI EDRMNAUE CANNOT BE MAWIANED. RLTER TO
CGM KfC-13T FOR INSTU.I A DRN OF IAT WELL AMP
• CONTWIM TO POORDNAIF WUH NCO( iNSPEGTOfl FOR N5I ALLA Ilm
EXISTING RIP -RAP -1
DENUDED LIMD'S
[2I�
I e:MPurtnnr �In1:nW1 �HuasrNti
{NCDEO 6.70} (DETAIL Mi1C-1]BI
EX. TOP OF BANK
-
TEMPORARY TIMBER MAT STREAM
3D' STREAM SIDE ZONE
---
LROS$ING
(DEYAiL IF11C-1.25]
SILT FENCE (OLD$ 36-06A] (DETAIL C7JC•12S]
PROP. HALL ROAD (OUTSIDE OF
- - - - - - - -
HIOH HAZARD SILT FENCE (CLIDS 3"-MB
OREENWAY AUGNMENT)
- - - - - -- -
(DETAIL nee-123j
INLET PROTECTION (CLOS 30. 15) ❑
ROCK CHECK DAM (CLpS 30. 10] (DETAIL COIL-t-23) -
TEMPORARY TIMBER MUD MAT
WETLAND CROSSING
[DETAIL CRF SSI
SILT FENCE ROCK OUTLET
y
PIPELINE AIR BRIDGE CROSSING
(OLDS 30.05C) (DETAIL C47Gt-23)
(DETAIL C.iIC-].Z51
TEMPORARY SILT DITCH
PROP. HALIL ROAD [WITH 12• STONE
1.oTO-
—
(CLOS 30.05) IDETAIL LYIIGT.23j
BASE AND OEOGRIpI (DETAI
NO-IMPACT AREAS
F -
STAGING AREA 1 STOCKPILE
- - - - - - _'
(PROPOSHO BOARD WALK INSTALLATION I
LOCATION
L - -+ - - -
CONSTRUCTION ENTRANCE
TREE PROTECTION FEHCE
ICLOS 30-11A) (DETAIL ■1IC-I-POI
(CLD5 40.02)
TEMPORARY FORD CROSSING
�������✓
GEOTECHNICAL EDITING
R-�'x
(DETAIL #37C-1.Z0)
TOTAL DENUDED AREA= 67-18 ACRES
E EPORE YOLA o1E91
CALL 1-BC"32•-4949
N.C_ONE• PULL CHNTER
Irs THE: LAWI
-roes I31• Nmeru
M NORTII ORANIM STREE r
CHAr4DTTE,NCTFiM
FP1.}p p625
WWYI IAHOOESICH COAT
ti[: A HO ]NtA L K1FN5E r �F
WILDLANDS
E fYGlf3c PLAIN[::
STV
�'11 CAR6f�
7M4GINE::.
�8/t3/2D2r
LONG CREEK
GREEoNWAY
P
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 1-485)
MECKLENBURG COUNTY
� I ] 620191
REVISION ! ISSUANCE
oE5®IED■Y OSR
DRAWN BY. OSR
�CHECKEDBY. ARW
.. IIOR2. 1ti •7
an w as
•+• EXESTING CONDITIONS,
DEMO & EROSION CONTROL
PLAN

-__--____--_
oceo eoox s s=LOri« zs� ' / // /// /,/ - / / / �'\ ♦ •
x I - ' � .�� � FEMa FLOOOH'AY EAICROACNM1bfI LHE \ \ ♦ L
/ F`Nw HAUL 14 A 3RUNHE GAEENA Y 7•-, • \ T ``♦ \
hLICHMCNT)POETMILOC-1.2r) P \ \ ♦ ♦ \ ,
f ♦ 1 \ • \
uLNUDED LNITS L1YPl y � `yy `�--� \\L♦♦• ` 1 \\ \1 ♦l
�Y@-•fie -__ _ � ` \\ �L\•\\_ '`` � �\ •
•r •� PROP' HVJRD SILT FENCE t• 1 L
lUf:53#oeBxpETml FaO- ]9} ` • \ ♦
PROPERTY LINE -
E%-RIGHT OF WAY.
Ex MAJOR CONTOURS 7- - - -
EX- MINOR CONTOURS 2e1
EX- GREENWAY EASEMENT - - - -
EX- SANITARY SEWER
lEx FENCELINE - -
FEMA FLOODWAY ENCROACHMENT LINE - - - -
SWIM BUFFER - - -
COMMUNITY ENCROACHMENT LINE -
PCO BUFFER LINE - - - - - -
EX. WETLANDS -----`
EX. SANITARY SEWER MANHOLE -
DEMOLITION HATCH
TREE SAVE AREA
WILLILANDS SEEDING AREA
Ex w6TFAANDNOIE'
N MIS IIRG wC1LNiDc lWTHIN LbDTBtlADCT LMIIiu Apt lb bC*1 IWMP AID
PAOMOIED m"jEF l WNSTAUCTKE NDD MAIS ARE I u A*NSfwAED FOR XI
rEMPORARY WCRAND CRCN8MCi8 AS SHEMI N OII THE YIAN9.
2. LUNTPACTOR SRALL STAID AND DONFIRM ALL WETLAND UNITS PEOR TO CONSliRJMION
iO AN]ID A!lY EPACTS.
7£MPORMY HALL FY1 NOT£:
1 All OWP TNI M AND IIGW EMAAMENT TO 1TR12E WE FAUN NADL ROAD WITH STONE
OF%ANO GEDGNIP
2 NODUI� iRUGrcs OF,Hi•AW EWIPM04 TO VTALM ME SbE NAL ROADS
8. All TELPORARY SEE- MG 6 PNHNBO FOR ALONG ALL GREEMYAY HAIR. ROADS.
DE -WATERING WTE'
DONTRA470k TO DE -WATER MI5 SM DART
2 AVALL RAW ARAIN EYENfS, SITE SHOULD BE DE.w 1ET1ED WRHIM W HONiS.
a. F WRRENT EROSION CONTROL EG S DO NONV ALLOW FOR THIS, CONTRACTOR TO
NSIALI DRY WEU PlA ANO OVIrAaL VPSTRILW Of WK CHE(arc DAN TO ALL[m Ft»
M4 16R 0IN AM -WHERE F�O-tt TOFVuRp.GEe-W-PB-TA 'O ki PkA 1,:
OE MI.4�12, FOR MSTAM,APO! Of OW WEI.L PUW
• OBINTRACTDR IO OOPR En 11* w[iH NCD(O m%*GTM FOR INSIKi,A OR
EROSION CONTROL LEGEND
EXISTING RIP -RAP
TEMPORARY STREAM CROSSING
DENUDED LIMITS
- � Inp� jNCDEQ S.7D] IQETAII_ , 'j'n8
EX. TOP OF BANK
TEMPORARY TIMBER MAT STREAM
W STREAM SIDE ZONE
CROSSING
(DETAIL #VG1-25)
SIL7PENCE(CLDS30.OBA)[DE7AIL02)4123)
PROP. HAUL ROAD (OUTSIDE OF
- - - - - - - -
HTGH HAZARD SILT FENCE (CLOS 30.056)�FzMaz;g,,,;=MGREENWAY
ALIGNMENT)
- - - -- - - -
(DE7AILt=4-23)
INLET PROTECTION (CLGS W-15) ❑ TEMPORARY TIME" MUD MAT
ROCK CHECK PAM ICLDS 3D,1 D) (DETAIL',C41C-1,2d1 - "Ill"WETLAND CROSSING
W"T IN 20OS)
SILT FENCE ROCK OUTLET
PIPELINE AIR 8RIOGE CROSSING
(OLDS 30,06C) (DETAIL X O0.1.23)
IOETAIL 91C-1-25)
TEMPORARY SILT DITCH
= - - PROP- HAUL ROAD SYNTH 12" STONE
- - -
ICLPS 30,05) {DETAIL #f141.231
BASE AND GEOGRID) Iz TAILIPVC.1,27)
NO -IMPACT AREAS
STAGING ARF,A r STYICKPILE
I PROPOSED BOARDWALK INSTALLATION)
,
LOCATION
- - --
CONSTRUCTMN ENTRANCE
TREE PROTECTION FENCE
,---y,-
(CLOS 30.1 I A) LDETAIL B11G19)
{CLOG AU92]
TEMPORARYFORI)CR=IN6
�"�'-�--'�
GEOYEC HNICAL 80RING
(DETAIL iSIG1-2Aj
- - - - -
-x)(
�, 1 PROP SGiFENCERDCx W lET I, •\ TOTAL DENUDED AREA= 67. 1 8 ACRES
,� �� [CLD.4 aa.BacXDETAx ErcT.za1 a,L
• ♦ • 1 \ 1 { 1 TREE ShYE AREA (TYPj ` \ �\ ` � ♦ 'LI `\ _ � I 1+ 0
_ ys _\♦ c WANV0Mtty ImJ FFH \ ` Aa \` `�,\ �• .
I♦ a� • � ss ��� � S ♦\ Ili � --� . ,. � �, .a��.�'`�^ F
_5x6TNG NEAFJ�N CENTERLINE (TYP I � ♦ RNYBWN!wf MFRXER \ d' • - -- r QY�
' \ !'•� »�' 2' q9 - '- - ` ♦ SS ) 20' CMIyISANITARY ♦L \ e?�n , [,+.�
/a• 3EW FMY w \ _ \
9DDNRUME
PAeE Lit \ MOREENYfAIll Y NA IGENT)
RwnDTLNosPTOIF OF Dsrfl API
REFSRTOCHATTER a FiAt
SlW
RAIJ.WENT WFOMM \ _ y � _ -_ '�\� \ `�-�♦y-qy`� Bx4TINc 9ANItAR1\' ti \ \L \ \ ` `. -d"l� wETlunlc�,.rSrr) -`� `
-�
t'
INPi _ ti SEwEk CENTEFu,aE \ Sn `
A! 3 PHUF 51LT FENGC FK1CK W II.ET S 3' 00"0 J9EAPfpezr T'!p1 BEAM985 - `
• - _ _ _ !, �� i8�• ��-• _ EX SSMH PCLO320.D6C%DETAI &M I3S1 Ba
GRODN0.812g [eROIIND.B2T v up.. - - ■■
pI -HnW x dEAF1AT1Cfi.E' OU?N+ANIOE' 13e' -- - -
z'L= d �� SS_ r _
roimMAW
� ��. I�.� ` SS r -•\ S GRDunoerza l� _ -
~ \ ♦ /f) OFF eP.AiFm ALMEN�n 777
PROP SILT FENCE RDCROIfiI-ET ''W�[ _ _
�✓ IGtls iO p9C](1E1All wGP 231
.FEFRS RCCR
PROIP HAUL ROAD LCLOS0D1ETAILYW12H3E)aGW
c!F jvelt-LE}121I
wCT
Y
--
♦ �ILT.a5IDP9B)IaF1AR FJiG12a] _ ,'vl �•-` �__ --� - _ :Ex TamiNe rNp) 9L-16 f
9 _ $5
_ _ _ - - - - - ' _� i �• I`
PkOP SR.T FEN[E HDCrc [xiilE F - _ 1 7 s-`� - - - - - - - - - r#yaldllabrl s• '
7 / \ — ' I['LOS a1.B8C]i➢ETAIL HCo 291 � 'r ` � � _ ,,,, _ _ - SS G�EsrrngCaazr
d-
' FE11PA FLOOD FRINGE LEE ORa .Va.a
DENUDED UUFfS ITYP 1 - _ _ l - $ _ - r - - CIEM1ipnNCE TT }
♦ PARFXi MIKE10D1'kE rTYA.I (PYROW ARI RIN81i.a1' l� PROP STAGING PAEABTOCxPILE ,$$f )_ - FLOW M354 '
LOCATIORIT'IPV
J , - -� - - - 1'ROPMN3H HAIARO SITFEJICE r SS• �`�?'--+�;[ / CRWHO.BPS6
PROP TIMBER MAT TELIF ]RWY + - �� I0. D53o PSP]IDE7Aei rye1218I `� _ _ �i _ �V ~J� H _801TOM BEAM 847 a'
STREAM CROSSING [PYP.1 EX FENCE LINE (TYP.] \ \` \ _ \ L `L�n� r -
i IDEThIL •1.0 1.251 l `- �" - PROP IEPAI NA2AR0 SILT FENCE - F GROD-DW a
SSW I � _ � � � - _ �•. �1 � _ � ' _ � IcIOS aA PR%aEfAR aT�GT 7al i -i� i I CLI�IPAIICE.B B'
FO� - 9 \ 4y 7 �Ory _4 RIM Fx 24•RIBBFO FvD lGa i BE, m.ERmBBe-sor
- - ^► . S rser
MEIJSSA"STW���.9 ZtN FLOW 88F]�' d CRY Lft WHAVL ROAD t" r I i r EANAHDF 6T'
NR / 038150I ` F'ktlF' NIGH HWf✓p xi FENCE `� y-"1 - L ! _ - - BOTF18F BOTTOM OC,IM dffi.2
ALTO ASSET DDMPAHY2LLC �.` i _
NIF ICLDS 80.BBBMDETAL ISC122) %' - / _ -- - _ GTttxIND s13r
8O81B2?? PETERALETTER _ r \ 30 1 rOOBEAllCf'GY /ANT CLEARANCEDT
_ - 1 6aslezan l' `��� _ - _ \ r.. _�--Y�� 41 `_�tt cRw6isP porroM eFAM.�x BEFORE Y04 bIGP
CALLr-CA LCENT
^� RDBEpT DPA1C 10II , LLFrPANCEaA . - r CLEARANCE.9P N.C. C1NE THE L W CENTER
\ Ms rFie LAW
PTST1nc ' NF � � \ _ ~ �L IGD� F _ i LiliT KI
finis
minis.. Ex
/ I f1T
DFD` I _
IIp Yry,�GAtIowAT \
PEW FL LEE
_ETxAOACHAENI E , l -
/ CIS WATER OIMLIN BNFFHi
1
1 ,
ti
w�DTn"s �HOPfs - - /r r~ f" 1 J 11 {♦1 ...
-
?23 NORTH IXIANMI8TREE I
CHATgDTTE,NC TP�07
10+.SP 0.'tr5
WWw1AHOCESICH COM
HO ETID EFM l KFHSF • cAltau
WILDLANDS
F 14 C:Ifi=ERIfJG
STV
`i�SH 1CARp�'y
�fC-U1S ♦=
`'rf�rr7fflP�lY♦,�
.• CA R�r,.
$ iL
�EM1=
'Iri RW t'.
081,31202,
LONG CREEK
GREEpNWAY
P
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 1-485)
MECKLENBURG COUNTY
F 1D2DW
REVISION I ISSUANCE
DMS FDW OSR
DRAWN BY 08R
CNCCHEO BY AM
YFHT Na
o m w av
+• EXIST)NG GONE)ITIONS,
DEMO & EROSION CONTROL
PLAN
C-1.11

MATOHLINE- SEE SHEET G 1. 13 FOR CD Tmi AtiON
11 ` ♦ / / / M,
,. FEIIA FLDOO FRINGE LNIE - f r / / I ;
_ \\ LFLrtL>AE,(IYEARI
_ PARCET LINE ITTP I� 1 r 1 ♦ AR
/ / GIS WATER CIWILRY WFFEg (OLDS $00BCXXT[ F+G1]SI +
1( r \ It
FEMA FLOOOWAY plCii0ACH1ENr l3NE ' w'
SILT P94CE ROCK 1 --
CK w13LET
taos aouec%aETAl AI4G,.Z11
PROF.APS 300P 0") SILT vRfil
` � \ PRUP HAu[ I1aAn IFu,uRE GPEE'MXAY �a \ � �\ pG.[Is 00WIITYP ilOF'.sAU Ftx., ::•.
d\ \ , • ' , . , . .. I ALIGHMENrI IDETAI F1iCl.zrj1 �. .
\ ... .. • . .. � ',Y / � � _ Py ! PROP SIT FERCE ROCK L11TilET 'yz• .
(CEOs 300sc%CETRI F*G,.3]1
PROF HICH HAMM SILT FENCE Q-
/// '°,N@i@� N, ! � - ! 1J/�� � � ~ "- • rc, a¢ a0.1I851[OETAI!&G1 Shc -: - _ - -
\ � wuHpliryl'p,s[c J .. .: :t': , • 9 �tf-_5 aa.. , r .. I / � � - _ �` ��"a,H1- __ � � � — _ __
. - : ; PROP. TFIIPORARY TiBER } FYI• - -�- wry"
/ GMAT wETLAT,H CROSSING 1� raDO TERPORmYRDCrcCKCKDAkI...we,Y _ x•
\ _ 361 1
\\\\\.. -~ 1CL0.480.1Q1y (rYP.)1OETAl[/4C.1 ]I] G
\ \ • 7 • 1 + / F FEAu ROOD FRINDE
.. •:!. • • • • TR4VERSC,f PkpF $ILi FENCE ROCK OYTLE7 4Fui,/BE,GO YERri
\\\\ \ �. �EA:wERAIASFI-YP.3 slailbN NpgrcER -_ -� ICLVS80.U9CKRT1lpIG12]I � / u
... 'f • _ROBE pRO}ECTFDy ' _ ` - - - - - w, - i'
_�-
.
' \/\ 1111 \ 3 \/! , . Ra aE PRDrecrEDl 1 i� 3
d
R,. jY', �a-Is DGWDW �IR$RTPI
d '£ f - i %iC,P Woi HAV4W SKTFFW*
iOAIEIICETAI kW' , 21,
1 90ONDAAYAVJIIa[ c ` I
En FTWHF1sr t,)
q'a� ..1, •.�� _� r c+$wATFR DUA{rtTB+,FFER ,1 , �:� T4105EFC+DTECSF01
BOTTOM vEAM3)85.8'+ y _ - - 4 , ao•� i ry�� i '•
9pti[1N aEAA,e}9¢ 0 ND anx 6FZ L' LtCAPAIfCt.59.fl' )P GM[q $vInARY - 1
GF[OyHIyFlS B' CROk1ND:Mg -
CLCAIUWCE.9A'FuGEM ` +
CLEAftNICi.T 1' - _ BOON a8 PAGE T!8
3 - E%ISTIN(51YN LRY
_"'_'-PENTLFLIkE
1
- _
_ �'
SftT__
` T $$ -f
SS
-----
' - L
R
---
EXISTING CON DITEONS LEGEND
11L N'EiLAM]NOit
YK[WtItIY LINt -
4�
5�
ICLD$OO.GBC1IDEr NYG
efa v5'
ROW.552.aB
EX. RIGHT OF WAY +--Pro•-�
•lL D3STE06 +p w OUGHI> T mm TO 8E„G tftktl'.w0
ION Nf P
PROTEC1E0iwiIX/ri,Gui MCG ARE is OE
•''
S5
EX. MAJOR CONTOURS
CoNSTOO�
CT>KIGfRUC1H7H AwiSARE
W NSTALIFOFoR ALL
R AS SIIGVM DI1 T11E P
jS
BOTTOM BEAM.E'45.P-
EX. MINOR COHTODRB
ANDCS
]. COHIAAGTCFl9HALLSTANE AND COHFRN ALL WETAND LIIITS PRIOR TO CONSIRUCiIOH
00114 TDII HALL ST Mi
r T1R71l1 ma'
E%. GREENWAY EA.$EMENT--�
IG AvW-IWA09
= T
CLELAANCE 12r
SS ' _
L FO mDOOT TAAVEpaE $TAr" W RMIM1N fjiP!
%. SANITARY $EWER
TEAf'ORARY HALL FOLD ROTE
ALL M W TRUCKAND HEAVY EOWFI ENT TO VTRRE THE MYN HALL ROAD wRN STORE
EX. FENCELINE -
05E ANO GEO W
FEMA FLOODWAY ENCROACHMENT LINE - —
]. ulKIWORTRA"RYs EE D�HG6H D DFOROALIOiOALL[iR�E NAYPIAULROMs.
..
_ __
54+11M BUFFER
COMMUNITY ENCROACHMENT LINE —
O' a .FER WG NOTE'
U ONLY
-
N+
Pro BUFFER LINE - - - - - -
RAAOALL NIGL-VEXEHI—S?gF. RfMSITE
]. BE 9E•WATEPEvwfIXNJN IN]UR3
a`°' DOITOH BEAN BI9Y E%. V4ETLANDS - 3 jr CLR W EROSION CONTROL MEA FILM DO NOW AUL FM THIS. DON TRACTOR TO
. - FiiPa+P8136'} FEMA FLOOMAY EHCROACIWEN I LIME GFi wATERtlWLrtT BUFFER TALL DRY WELL PONE AHD OUtML uftTF& M OF IT= CF Ecn LAM to ALLuW FOR
E%. SANITARY SEWER MANHOLE INS
11 5y _ DE-WATERVlG W ARER4 WHERE P�IRYE DRANACE CANNOT BE IAAIHiAIHEO. REFCR TO
[E
RIMBTI 31, ' �� DEMOLITION HATCH - TA ayFH, IF FOR iT�µRY WE'L TIOM OF OL PUMP
' , I IACTOR TO OODBOWATF MIH H Eq d9KVOF, FOR rIS WILATION
ROW.M.Sw
WTI N
! _ TREE SAVE AREA
BOTTOM BCALI BB2P` ^• - WILOLANDs sr EtARSA
GRw,Naa?3 - - EROSION CONTROL LEGEND • �� ^`� - CLEARARCEAV
¢Ro1111nBT2.a — - ` EXISTING RIPf3AP '�$bJ TEMPORARY STREAM CROSSING
_ 1 �. CaERRAHcE'Rg f f 1 _ DENUDED LIMITS =m INCOEO 6.701 (DETAIL #17G1.Z8)
_jv' YL ( BOiIOM BFAM�g7 ,• I • - _ - J _ BEFORE YOLJ UI13!
E%. TOP OF BANK TEMPORARY TIMBER MAT STREAM CALL FJE YOLj of i
GR]LYaQ.E�A a• 4♦ - d CROWING N.C_ ONE�gLL CEN TIER
_ 39 STREAM s!DEZONE
� +CLEARANCE.&a' • _ , / (DETAIL #17G 1.25) ITS T116 LAW!
-uD5TbM 8EAM8T98' BOTTOM OEAM'M 2' I r ^Iva ^ /T37 SILT FENCE
( SILT -'* NCE ICLRS 36-0 BT A yY•� PROP. AAVL ROAR (OUTSIDE OF
in�F` I4t-r
CLEAs=' 85' y - _ _ / GREEN WAY ALIGNMENT) - - - - -
j / OLEABAHCDBE9 V / - ♦ / (DETAIL 497G129) TEMPORARY TIMBER MUD MAT
BOirOMBEALI.ez9.r gOifpA �,y�.9B2.r l \y j/ - INLET PROTECTICN (CLDS 30.15) WETLAND CROSSING
(iROWVBiSR GROCHOe13a r _ ♦ ' . f ROCK CHECK DAM (CLOG SO.i0) I0ETAIL ANlG1.24}- r
LIFARAHCE aF / \ i CLEARANCE au �I` ♦ FFAN FLOOD FRWGE LINE (DETAIL #7JG1.251 "b+r•�^^a�+^^'^ -
_ {,m yE,u1 / SILT FENCE ROCK OUTLET PIPELINE AIR BRIDGE CROSSING
r ! f r y d \ / ICL11S 30.OSC} (DETAIL WM 1,23} ® (DETAIL A'31G1-251
TEMPORARY SILT DITCH PROP. HAUL ROAD ITH 12• STONE
ICLGS 30A)S) (RETAIL 011G7.23) BASE AND GEoGRID1(DETAIL
K04MPACT AREAS STAGING AREA f STOCKPILE �
/ 1 `♦ (PROPOSED BOAnWALK INSTA.LATiONj
G CIS WATER CElA1frY BUFFER ` \, 1 - t ' / _ _ _ / LOCATKIN L _ _ _ _ _ _
CONSTRUCTION ENTRANCE TREEPROTECTION FENCE
' / / (�
1` •`
\
lye`, �_ `", /
f '
ICLD530.1fA)(DETAIL mro.1.24) `---_-- ICLDS 49.921
J
CROSSING GEGTECiUJICAL BORING a E�j()(
p�a4
♦
\
�31G1.i�d]D
/f .•.`. .7 r1 ♦
♦ ^
_
TOTAL DENUDED AREA= 67,18 ACRES
]?.i HOFtiII ORANAM 81fir[
CHATgDT1E,HC TFaAI
1Pl.yp pPtS
www LwmDESlcncoal
HryNO rfwlR)EHSEI[:..pBsL
WILDLANT75
F IYGIf3=FklfvG
STV
AR 11 CA p'�,
e i
sent =
os/13/coal
LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 1-485)
MECCKKLENBURG COUNTS'
10ZD191
REVISION 1 ISSUANCE
0E9.IYF0w MR
DRAWN BY. EM
BY. ARW
�cwE
..
IIOR2. 1' an
OEXESTI
�•
NG GONUI LIONS,
DEMO & EROSION
CONTROL
PLAN
C-1.12

ice♦ — _ — _-`� _-- -- _ — — — — — — — —
- _. - - - - - `♦ PARCEL LME MY .1
I 1 � __ '� _�___._ - - -- - - "`"pan -- � _ _ � - ._ �... w�/ � ♦ � \ F
4 �a 4 A .�/ �to !� + l �' - - - - . - _ -- ,m _ _ `-- PROP. MAIK ROAD IPUR1RE DrrffrnvAY ALwMNExT7 ryes_ f'
' \ J`PAAM LNEOV) - "� _- RIETAILnlC.l.2il amm sa } -
+ � PROP XI6X WVARD BlT FENCE \ � � _ �
PROP SiT FENCEROCKOUTLET / _ IGLUS WMXDETILF I.221 1 ,� _ I n \ 1
(CILISDDI)DC)IDEfALYYC.l 2a1 hp LEM10E0u6UiSIfYP.1 \ \
Y
u ' • I - - - _ _ - PnAcEl11NE l 1 �_ -
ap
rf
10
■■ II PAOPSILT rENCE ROCKOUTIET - _ A- �- rI ,m � � _ _ - _} �i i _ Y T�� f:.. _ •.� n
'-
Rf
++_-
/ i0=36*CKDETW M _I I31 - + _ �� -
� 1
t
Ell
� , ♦-♦� ,\♦ � 1 ♦r � �`� �E\ 1 �`� � � PARCEL LINE RYH.I \ `
1 FE" FLOOD FRINUE UHE RTTFURE INIEARI
ra
PEE \ \ V \
IF
\ ��� r...Y.�� in -- )I' lY °M 1. -. �� [ r�_1 �. --' � .-� \ �\_ \ ♦ \
�1 r,,,, m• .zr• 1
I / Gis WATER OINMAIY BUFPER � @tiy � � - I "�� CUY ( [�
I .l
1
EX. W ETLAND MOTE:
ALL EXISTIrO WOLbgS W N MPROAC)f kmt$ ARE TO DE NWwAr.•AND
FYA ILCI ED TMRLw,L31BI,1 CDNSRRK7". MUD"IS ARE W M INS I-ED FM ,IEL
rEMPO Y M*TLAHO CAO55aGS AS SHOM ON TRF PLMLS
2. CONiFGICTOR SIMIL STAKE MID COMFIRM ALL WETLANA UIWS PRIOR TO CONSTRUCTVM
TO AVOMANV WPACM.
�Y XA4A ROACH MOTE
I. ALL DUMP TRILL![ AID HEAVY EOUIPMENt TO MTILLM THE MAIN SNAIL ROM *ltM 510NE
sOD w vC0O
T NO DUMPTAyC,V GAA06 NTEm NAEIITTO LlraAi c l- 547E Ay mzR
} ALL TFXPOPARy SFRDHG bNxEN47EP KCR AL[wD AL OHEEHmaY Nab[ ROA{Y.
DE-waTEANO NOTE
I. COMTRACTOR TO OE•WATER THIS SITE DAILY
T AFTT•H AL k,uN ENiti-.'rI, .OvLb.F DF.-WATEAED W yI HOURS
S IF MWENT LROSKIN CONTROL MEASURES DO MOW ALLOW POR THIS, COFRPACTOR TO
I TALL DRY WLLL PWP AND OufrmL uPSTREMI Or RUCK CHECK DAM TO ALLOW FOR
LI 0lr. qI IN ISITI T DRAINAGECANNOMTA � BE AWIHf�TO .REPER
D0.1.M1 —1 AREASyA-.ETL [+'O27 A W WNH DF WILL V.P.L
4 CONTRA41 oR TO COOfdHI+A1E WITH NCbEO NSPECTPR FOR IWAMATIWI.
DENUDED r.IrnlTs
IHCDEO 6.70) (DETAIL *11C-1.2E}
EX. TOP Of BANK
TEMPORARY TIMBER MAT STREAM
30' STREAM SIDE ZONE
CROSSING
(DETAIL 4110.125}
SILT FENCE (4:105 30.08A) (DETAIL N27C-1.23)
PROP HAUL ROAD (OUTSIDE OF
HIGH HAZARD SILT FENCE ICLDS 30.088I
(DETAILM3IC-1.2S)
GREENWAY ALIGNMENT)
INLET PROTECTION (CI.OS 30.1N ILJ 1
TTEMPOPA C TIS BAG MUD MAT
i
J/
ROCK CHECK DAM (CLOS 30.10) (DETAILIAFfC.1.241 - r
IDJ aL
SILT FENCE BOCK OUTLET
PIPELINE AIR BRIDGE CROS$1NG
F
(CLDE 3D.D8C) {DETAIL n4rF1.231
IQ -TAIL iF31CrI.25]
[-__I
TEMPORARY SILT DITCH .
: —
PROP. HAUL ROAD g ITH 12' STONE
(CLDS 30.05}(DETAIL flfc-Q31
BASE AND GEOGRID){DETAIL B1rG127I
- — — — —
M04MPACTAREA$
STAGING AREA I STOCKPIL E
�-------I
(PROPOSED DOARDWAt-K INSTALLATION)
LOCATION
L I — — I I — -I
CONSTRUCTION ENTRANCE
TREE PROTECTION FENCE
(OLDS 30. 11 A) (DETAIL OM-1.24)
(CL0.5 40,02}
TEMPORARY FORD CROSSING
GEOTECHNICAL BORING
!`
B_XX
+DETAIL C3fG124)
`'
KIM/
E&EFORE: YOLJ oini
GALL 1-SO"32.-49A9
N.C_ONE- PLLL CEN T"EPI
IT`s THE: L.14W1
ION' KEY I
3A NORTII ORAXM MEEI
0NATgOTTE•N07-m
r043%+Wri
iSM1YNvill.I*NO COM
'F+IG FFiXLICFHtiE cn�u
WILI]LANDS
F.NGIN=e 9 4 N G
STV
1CAg0�yG5_
C-01 f E
'F7 SEAL
el
rrgr R. IT IR p1 ��•
Cr OS/r3/7O2r
LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 1-485)
MECKLENBURG COUNTY
I �I f0211 T91
REVISION I ISSUANCE
.Ev1 !Nfo Rx MR
DRAM BY DSR
CHECKED BY ARW
'CRY wA
IIOR2. 1•�4b
xi w as
•�• EXESPNG CONDITIONS,
DEMO & EROSION CONTROL
PLAN
TOTAL DENUDED AREA= 67.18 ACRES
C-1.13

PARCEL RILE RYA.) ,
I
I
i 1 ✓AkcEL Lr4 [TI'Pl DENUDED L1M115 LTA•p I L�fIDRI I1� ARF L9TaCxPKE � ; ' J . TA r ~ �' nm m�' nw,�6+.x we 1�` �' �' 1
PROP HIGH NafARO SI, T FPNCE +�.' 1 ,1 r_ cx uNDERpr+aur�uaLEs+DrrFwwtrrPl . '�-�- — - {LLOS RDDeaxDElAa �,lrl I J 1 1 r � r �i
--/ ----
i..._ ` - �� , - � _ � � — I � � � ` ''r � •� - — — � 3 Ex. wewr�An unlir 1 / � AN
41
Em
EA w 80-To 6L PRdiECTEG
'` 4 FROPSILTFENCEROCKOIf T y >» V *6r:1 LuGI+AiI SET 1 4
Taos BQOBCg1ETA1LA4 um I - eA,.BiDa i �
xRUDED Lw Ts TYT l `
f _ PROP. HAUL RWO fFUn1RE µ I 1
■ �� 1 OREETAYAY ALI(YiAEH1T �' w.iw .y S. EGROtMo 1R4VQBEI '
' � � 1 �ETAl A1,C•1 SII � - V K 4 4 f
ae
IVETAII- LC•1251 I L
LAT 35.3312p' I
Ex.EDBc of PAYELEHT RYP.I
--
+
1
I
I
�
_
I
PROPERTY LINE — - - —
EX. RICHT OF WAY
EX. MAJOR CONTOURS---w>---
EX. MINOR CONTOURS —
EX. GREENWAY EASEMENT - - - -
EX. SANITARY SEWER
EX. FENCELINE - — —
FEMA FLOODWAY ENCROACHMENT LINE - — - —
SWIM BUFFER ++
COMMUNITY ENCROACHMENT LINE
—
PCO BUFFER LINEEX. WETLANDS WETLANDS Q
EX. SANITARY SEWER MANHOLE 0
DEMULITION HATCH —
TR€€ SAVE AREA I
EK. WETLAHDN0M
All EXESIM$PIE RLAROG WTN LOCPROAECI LWITS ARE 106E-+V�PAOYMO
PROTECTED 1MSOUtJ1drT c TWCTMN. mm w.Ts ARE TO BE WsTAu.EO FOR ALL
TERPOFARY wE1LARD CROs51NG$ "b-ON THE PLANS
GONTpACTOR SHALL STARE AW CDNPIRM ALL wL tLARD LINETS PRIOR TO c-StRuONOm
TO AVOID ANY IMPACTS
T6W.UL ROAD VOTE. T M1IP(NIARY
ALL DUMP TRMK AHD> 5AW F..9UWmENt To UIuLZP 11R MU -t ROADWUi sTOW
BASE AND OEOQRID.
3 ❑ IM TRUWRS OR NCAYY lwEM ENT TO UTE O THE EADE HAUL pWLtS
3 Au, lEE1PDRAHT SFF.DINC Rs INTENDED FOR ALONG ALL GBEEMWAY 1LAUL pCARi
DE--TER-4-OTC
1 COWRACTOR TO DE.YELTER THIS, SIZE DAILY.
7 MTER x•L . E'/ENT$, SITE 51"LYJ BE Ix- TTREG MNIN p,>•OUpS
] sCURREN(EROS" COmtmx MEAsUAE500 NOw ALLOW FOR TH4. CONNU IM 1O
HSTALL DRY LIFQL P PAND O FALL UPSTREAM OE ROCIL CHECK BAN TO ALLOVI FOR
DE•wATERRI(iIN AREAS WHERE POBRNE TIPAINAOE CANNOT W MAIWANED. REiER TO
OEM!. 00C-1 IT FOR INSTALLAtM OF DRY WELL PUW
l CONTRACTOR TO COC otmrE WITH WCEO NMECTOR FOR NISYAI_URON
DENUDED LIMITS
—m—
(NCOEO6.70](OETAILAVC-1.22)
J
EX. TOP OF BANK
—
TEMPORARY TIMBER MAT STREW
3P STREAM SICE ZONE
CROSSINGC
!DETAIL 61r_125)
SILT FENCE (CLOS 30.08A) (DETAIL t71C-1.23)
— •�+Q�
PROP. HAUL ROAD IOUTSIO♦: OF
HIGH HAZARD SILT FENCE ICU?S 30-05$]
IOETAIL %3+C-T-M
GREENWAY ALIGNMENT)
INLET PROTECTION (CLOS 30.1S)
©
TIMgBER MUD MAT
ROCK CIHECK DAM (CLUB 30.10)!DETAIL IIWIC-124)
- r
yTYEMTPPOORARY
(O�TAIL NZ 11-2
SILT FENCE ROCK OUTLBT
WEB
PIPELINE AIR $RIDGE CROSSING
(CLOS 30.0BC) [DETAIL h61C-123)
fOETAIL 93+F1.2S)
TEMPORARY SILT 04TCH
PROP. HAUL ROAD `W17N 12' STONE
—
(CLOS 30.05)!DETAIL i117C-1.23}
BASE AND GEOGRI [6E7RILM17C-1.27]
NO -IMPACT AREAS
0
STAGING AREA! STOCKPILE
( - -- - - - -
WROPOSED BOARDWALK INSTALLATION)
LOCATION
L - - - - - -!
CONSTRUCTION ENTRANCE
TREE PROTECTION FENCE
ICLDS 30-1 IA} (DETAIL as1lC•124)
(CLDS "-02)
TEMPORARY FORD CROSSING
IOETAILAK3.'C-1.yi]
- - - - - -
GEOTECHJICAL BORING -
,:,* B-xx
Qp
EBEPCRE YCLJ Dina
CALL 1-SC"32•-4949
N.L=-ON6-CgLL CHN TER
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IAIf`KEY wrm.ora
3AH Flr DRARNM SI I[r,
CHARTonE,NCT ,
A4 pp32y
iWlV1 LANDOESIOICOLI
•.[. W.. I-JN e A [.0-
WILDLANDS
EN C.I N EE RI NC
STV
ti�`gN a�q
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1„Illilli�
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'EAL =
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tl8/13/2tl2r
LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 1-485)
MECKLENBURG COUNTY
I � ]020T91
REVISION ! ISSUANCE
oE9Q14-0Br OSR
MAW BY. MR
CIECKEO BY. ATIN'
YERi NM 0
IIDR2. 1'�Ab
w
• EXISTING CONDITIONS,
DEMO & EROSION CONTROL
PLAN
TOTAL DENUDED AREA= 67.18 ACRES
C-1.14

��LTIY tlF CfIAItLD'ETE
Lazo DIMLOPMENT STANDARDS
r>Ila@ilrrr_ 1KrLBD� muu� BTI
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I Drt171 SNpUL IA E NHOTc9AW. suD w 1K.
i 5LI �E AT RE glr EO UCH"W
TEMPORARY SILT DITCH
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INGE STEEL T19E
IrAsr pD B.tcc nTlx A MnMUW cF 6 WE
�. NeEs x�inNe' STAT jf'JA.'IIC.
a. mm RIT RrItE up SDP[ R DEIS.
6. NVE A#I wA4E0 STONE a REQUITED 10 III!9geTr N P AT 1NE TOE
a sI.vBTs wEATEB TNAn ID - RV - MI -E)
1. OISYICE 8NETT li]iLE A MOLIRm AT eK% IN 86I R MIEN CPXMC
A�MuttOM 110 9wI RWIM ST1Eued d NET.wLS (AffFR SHIN
NE5�1 � BED Ea«
[KMIIRGTLN !i N1W.LT BElFi11NE lfdAB.
a. PwNAGE r.E. GVI ✓E7T FE OILIER TIUH I/4 +CIE RF IM n W
RACE.
9. ROPE LENGDG Gvr Iqi EXCTED CRIETRP Aq'AN IN TR s m NG
C.ROIWI F11DS101I AND 5EDLE111 COMROI "KING AW DESGH "UN -
ID, m NDE NSTtii ';mADR PEIICC /4A106i STRONG. 9RD6, kAIDFMTS OF
OIIf31 >YF.AS u [ blllenED Rua
• CITY OF MAR=
3 [m1 IAND DUMPMENT STANDARDS
[Jl IIBNTI_ INCLUDES CHARW 'TB r1T
I. Nar TIIVI BEd a uAn n1Ea aT Eve n m tmwN EOB A IETuoP OF
2. 9RA R]AS 9NR1. � e'er` H IE1GrE HO BE CE THE SEIi-Rg1prER NEILE S1EEL
4. OR/Ji'E 3tFE1T EENCE M R:DNR@ AT BACH IN 9LT RRHIE -E, S
ALWCOR m AhI BI►TTR. ST4MR PI KTDNrW [IERi< W Aw BI/TEv
EAIK1ertd1. tI[ DOLLR ufawss Is Nil- ION vGUIx �EIFr tt.N of
p•pWpBRLlr SpAIAE ARCS
5. DRNMICE AREA m NOT FE NvaR 1HAK t/a ,KaE m ADD R a RTKE
LTmsc« rRD xoMETn oE«I®RURnNc .>n DE9a1 11111: - `�`•
MMIIDW1Cf NOTES:
1. GI led Ary111T IVl�mgfDaY [,Wt Iu wL ATrW Oar pNtG
RWLIWGED IU F/IL ANr 11EPARS ]KERB AWL BE WE WEDNTELT.
x y1PAn TIE EllgmC psnppPgE DB BEi1'nE eCETTI:mT PImR m TNs ua
OK PFAAIFIA RE10^ECRD IFE AIA TIE 91RIIKR STu 6 NEAfS&RT. 1HE
NIPoC sNN.L FE CtD RNIII'Br.
7, a[dMDIT coovN SNpnL eE eEMOKP NAIDI DEADSiE6 A MRRQr. KMI
E EGrt R
�F ]1 1IE nLT = x REIg1Tlu aAu. Br DraTaEv m aa. r.w ro mE
Ep$11c ¢twT, R1vNAta AII� SSEty.
T. W NpT INmu,C SEPWEDrE EENCE KSOiS sTRF.ANr gIPNES. IaTFRI�IrS uR ORER
APE6S a LONLENIfaTF• Tlbn.
� ■ CITY DP CHARLfYITE
2 l�A ]AND AEYELOPAi6NT STANDARDS TEMPORARY SILT FENCE
L` f1]ABIUT7IL BfCLD01s4 CHLRIATTR ICU
MNNTEWCE NOTES:
1. x5 AUYFi1WELNTFIr lFlF11 FXH imI IO c uF aa:ywm
BtCN1KL0 WNEN,I. ANT REeARS IEEBED 5N14 a WAGE uyS)PTQ,T.
x s13uF TIc E u e n�c Bval[LR Ice` NIV %DARE Mw
RNLI K REeIAtEP RRpoILT.
3. SDMFMI BEPLlP15 ANIK➢ BE FDRI@ ellEll DEPDAIS HDCII KIIF 11E IIETAII
aF TIE 6NVfeER rFr mRMOrt oTfY5rts REWFwrG R DUCE rF1m nE sxr
P�PARm Axo sEmm. er oa�m m nvrrexu m ,xc xxenNc oro�
HIGH HAZARD
TEMPORARY SILT FENCE
CONSTRUCTION SEQUENCE FOR GREENWAY:
1. OBTAIN EROSION CONTROL PLAN APPROVAL FROM THE NORTH CAROUNA DEPARTMENT OF ENVIRONMENTAL
QUALITY (NCDEO )
2. FOLLOWING CONSTRUCTION STAKING, THE PROJECT TEAM (CONTRACTOR, CITY INSPECTOR, NCDEQ EROSION
CONTROL INSPECTOR &%)AND CONSULTANT) WILL HOLD AN ON -SITE PRECONSTRUCTK]N MEETING TO
CONFIRM THE LIMITS OF DISTURBANCE AND THAT TREES PROPOSED FOR PROTECTION ARE CLEARLY IDENTIFIED AND
CONFIRMED W1YH ENGINEER, THIS MEETING MUST OCCUR A MINIMUM OP 68 HOURS PRIOR TO ANY LAUD DI$RIRBING
ACTTVITES. THE TEAM WILL WALK THE PROJECT AREA AND AGREE ON THE TREES TO BE PROTECTED AND REMOVED,
DISCVSS PROPOSE[) CONSTRUCTION ACTIVITIES, AND IDENTIFY ANY ADDITIONAL TREE$ TO PROTECT THAT WERE NOT
ORIGINALLY MARKED AS SUCH. THE CONTRACTOR WILL BE GIVEN APPROVAL FOR TREE REMOVAL, IN WRITING, AFTER
APPROPRIATE TREE PROTECTION HAS BEEN INSTALLED AND BEFORE ANY CLEARING AND REMOVAL CAN BEGIN.
FAILUSE TO SCHEDULE MEETING PRIOR TO ANY LAND DISTURBING ACTIVITIES IS A VIOLATION.
3. THE CONTRACTOR SHALL INSTALL ANY AND ALL EROSION CONTROL MEASURE$ IN ACCORDANCE WITH
SPECIFICATIONS, RNCLUDI NG CONSTRUCTION ENTRANCES. SILT FENCE. TEMPORARY STREAM CROSS NGS. INLET
PROTECTION, SAFETY FENCING, AND PROJECT OR TRAIL SIGNAGE PRIOR TO THE START OF ANY CONSTRUCTION
OPERATION THAT MAY CAUSE ANY SEDIMENTATION OR SILTATION AT THE SITE. CONTRACTOR TO INSTALL DOUBLE
ROW SILT FENCE ALONG THE TOP OF BANK FIRST. CLEARING ONLY $UFFICIENT ENOUGH TO INSTALL THESE MEASURE$
SHALL BE ALLOWED UNTIL THE MEASURES ARE IMPLEMENTED.
4. CONTRACTOR TO CALL FOR OW$ITE INSPECTION BY EROSION CONTROL INSPECTOR. WHEN APPROVED,
INSPECTOR ISSUES THE GRADING PERMIT AND SITE OELTOLITION MAY BEGIN.
5. CONTRACTOR TO INSTALL HAUL ROAD WITH GEOGRID. THE HAUL ROAD GRADE SHALL MATCH THE FINAL
PROPOSED GREENWAY PROFILE GRACE: CUT AND FILL WILL BE REQUIRED PRIOR TO INSTALLING THE HAUL ROAD IN
CERTAIN AREAS. PROPOSED CULVERTS (REFER TO CHAPTER 2) SHALL BE INSTALLED CURING THE HAJL ROAD
INSTALLATION.
8. UPON COMPLETION OF CLEARING AND HAUL ROAD INSTALLATION, CONTRACTOR TO TEMPORARY SEED AND
STABILIZE ALL AREAS WITHIN THE GREENWAY CORRIDOR (AS SHOWN ON C-1, IA} CONTRACTOR TO REFER TO C4.25
FOR NCDEQ GROUND STABILIZATION REQUIREMENTS.
7. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL 13IVICES AND
STRUCTURES. ALL ERQSION CONTROL MEASURES SHALL RE CHECKED AND CLEANED AFTER EVERY STORM EVENT.
e. ALL STREETS SURROUNDING THE PROJECT SHALL REMAIN CLEAN AND CLEAR OF DEBRIS AT ALL TIMES.
9. EFFECTIVE OCTOBSR 1, 2010. PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT A
PROJECT AFTER EACH PHASR OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION EROSION CONTROL AND
SEDIMENTATION GONI PLAN IS BEING FOLLOWEO. SE4FaNSPECTIQN REPORTS ARE REQUIRED A SAMPLE
SELF -INSPECTION REPORT, AS WELL AS DETAILS OF THE SELF -INSPECTION PROGRAM, CAN BE FOUND ON THE LAND
QUALITY WEIR BITE: 4TTP:RNIWW.OLR.ENR.STATE.NCAI5IPAOESYSEMMENTAION NEW.HTMI,
NOT TO SCALE
GENERAL NOTES:
I- SWY]¢ ELTER O1711LT AND 14111VY11E CLIM 9PLL BE 16 LCIIV- NOI B01 W
T,WfR IIIIN IB INCHES.
Hs MEIP yIAEDK1dr METER flpl RIPF1111 W AT LFASI DSLT DNAG
A4LlERICF9 NNlALL A1ry REPAIRS ICFDm 9fk1 AF WR 6e113103R .
s. NwpawE MC
-MRS BE ANpLVE]] Tp TIE SK EN65 sEWIc4T lRW
/PPROPIBIME ANCHORS. HNIOFAAE CLOTH AIVL BE FEED IN A uN4W DF IY IN0
2 1NE STOIC MINA 8E RETVL@ PRWIILT k-lu Nfi CYEM TK1T H15 CLGV6m
m
In IFEIod rHo 9ECxruF1II PRCE43Rr 6S SMMI R reP.E CEfAL HIFDwLTE C1LT110
a Svc As sTD. jno>i II. m11¢ I/a- -AMM).
W RCup� rt.
1 ST.DIlJLI LEPDYI5 SH:7AJ !A Ie.11G1T11 lFll IILPLTf15 NLIEX ICYl 11! IIlIENI
a vo3ls Sato a No Muc nlvl a EEiT AEwF.
[NE BIFPQt NrA SEUWgn 9EA6A5 RETWIIeA: ]N RACE AETFk TIE aT
TDICE pNILET 6 ADyM@ AWL FC PAE38m m CaIFDIIEI TD M E0061e1F
• NI[MEIS A��wr �4wi KnC[MRE1m OLwS ME �vRIIfM1m MN M TK
WWUF. PF19ME0 AND sEFNd.
• CITY OF CHARLOTTE4 LAND DUELOPMENT STANDARDS
nLLBumTa III L= cBeacDT7'A rV
CONSTRUCTION SEQUENCE FOR GREENWAY:
10. REFER TO CHAPTER T FOR ALL DEMOLITION WITHIN DISTURBED LIMITS, REMOVE EXISTING FEATURES FROM
THE PROJECT SITE AS INDICATED ON THE PLANS. CLEAR AND GRUB THOSE AREAS WHICH RAVE BEEN PROTECTED
WITH EROSION CONTROL MEASURES.
11. AS THE CONTRACTOR COMPLETES DEMOLITION WORK, THE DISTURBED AREA SHALL BE STABILIZED WITHIN T
DAYS OF COMPLETION OF GRADING ON PERIMETER AREAS AND ON SLOPES GREATER THAN $A- GROUND STABILIZATION
MUST OCCUR WITHIN 14 DAY$ OF COMPLETION OF GRADING AND ON ALL OTHER AREAS OF THE PROJECT. REFBR TO
STABILIZATION TIMEFRAME SHOWN ON CONSTRUCTION DOCUMENTS.
12. NO DISTURBED AREA WILL BE DENUDED FOR MORE THAN 7 DAYS IF R IS TO REMAIN DORMANT FOR MORE THAN Zt
DAYS UNLESS AUFHORIZED BY THE GOVERNING JURISDICTION'S INSPECTOR
13. SUITABLE LOGS AND WOODY DEBRIS PER THE ENGINEER SHALL BE STOCKPILED FOR USE IN CONSTRUCTION.
TOPSOIL SHALL BE STOCKPILED FOR FUTURE USE AS SPECIFIED. SPECIFIED AREAS SHOWN GN THE PLANS HAVE BEEN
ESTABLISHED AS HAUL ROADS AND STAGING AREAS. ALL STOCKPILE AREAS MUST BE INSIDE THE LIMIT$ OF
DISTURBANCE. SILT FENCE SHALL BE RECURRED IN AREAS WHERE LOOSE SOIL HAS BEEN PLACED IN THE STAGING AND
STOCKPILE AREAS, CONTRACTOR TO MINIMIZE STOCKPILE STORAGE WITHIN THE FII FLOODWAY,
14. STAGING AREAS AND STOCKPILES MUST BE LOCATED OUTSIDE OF THE STREAM BUFFER LONE WHENEVER
POSSIBLE. WORK WINTHIN THE STREAM BUFFER SHOULD BE SEOUENCED TO MINIMIZE THE LENGTH OF TIME THAT
DISTURBED AREAS ARE TO BE EXPOSED. ALL MATERIALS MUST BE ON WIND BEFORE WORK 15 COMMENCED. STREAM
BANK STABILIZATION, WHICH INCLUDES THE AREA FROM THE EDGE OF WATER TO THE TOP OF BANK, SHOULD BE
PHASE[) 50 THAT EACH DAYS WORK IS COMPLETED AND ADEQUATELY STABILISED AT THE END OF EACH WORKDAY,
15. NO STREAmfwSTLAND IMPACTS MAY BE PERFORMED UNTIL ALL APPLICABLE PERMITS HAVE BEEN RECEIVED BY
THE V.S. ARMY CORPS OF ENGINEERS AND NCDEO.
16. THE CONTRACTOR'S SURVEYOR SHALL STAKE THE PROPOSED STREAM CENTERLINE AND LIMITS OF DISTURBANCE
IN THE FIELD. THE ENGINEER RESERVES THE RIGHTTO CHANGE THE PROPOSED ALIGNMENT PRIOR TO OR DURING
CONSTRUCTION.
17. STREAM CHANNELS SHALL BE CONSTRUCTED FROM TOP TO BOTTOM- PARALLEL CHANNELS MAY RE
CONSTRUCTED AT THE SAME TIME. THE NEW CHANNEL SHALL NOT BE CONNECTED TO THE OLD CHANNEL UNTIL ALL
STABILIZATION OF THE NEW CHANNEL I$ COMPLETE.
SILT FENCE
OUTLET
TEMPORARY SEEDING SPECIFICATIONS
DATE: TxPF RA--F
MAY 15 - AQr.. +5 rkFIMAN MILLET 5D LBJAERE 2DDD iJACRE
GRRyNO
AGRICULTURAL L91E-
STONE AND 750 ITS/
ACRE OF 10-10-10
n.. E - MAY 15 RYE (GRAIN) 120 LB/ACRE 2000 LB/ACRE
GROUND
AGRICULTURAL LIME-
STgJE AND 1000
ITS/
ACRE OF 10-10-10
FERTILIZER
MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE STRAW. STRAW
SHALL BE ANCHORED BY TACKING 'MTH ASPHALT. NETTING OR MULCH
ANCHORING TOOL.
REFERTLIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE
AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
RATES ARE FOR APPLICATION OF TEMPORARY SEED MIX ALONE. IF
TEMPORARY SEED IS APPLIED AT SAME TIME AS PERMANENT SEED MIX,
USE APPLICATION RATE OF 30 LB/ACRE. OTHER SPECIES VARIETIES MAY
BE UTILIZED WITH ENGINEER APPROVAL
[7iA9Ef. •3OPa AND FLLLS - T14E ANGLE FOR CRAOE➢ SLOPES JAA HLdS
yAAILL BE NO DREATER T%E A THE ANGF MMIO4 EAx BE REFAINO 114
IEGE IATIYE COW7R DB OTHER ADEOIRTE EROSION CONTROL DEVICES OR
5TIWCTMRE5
MAINTENANCE SCHEDULE
1. CONTRACTOR TO REFER TO CHAPTER 5 FOR ALL PLANT SCHEDULE AND
PERMANENT SEEDING NOTES.
MAINTENANCE SCHEDULE:
1. ALL ERCISION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY STORM EVENT, BUT
IN NO CASE LESS THAN ONCE EVERY WEEK. ANY REPAIRS OR CLEANING
NECESSARY TO MAINTAIN EROSION AND SEDIMENT CONTROL
PRACTICES SHALL BE COMPLETED IMMEDIATELY.
2 ALL SEEDED AREAS SHALL RE REFERTILIZED, RESEEDED AS
NECESSARY, AND MULCHED ACCORDING TO THE SEEDING SCHEDULE.
NOTE
T. NO STREAM+VYET AND IMPACTS MAY BE PERFORMEO UNTIL ALL
APPLICABLE PERMITS NAVE BEEN REC>:IVEp BY THE V.S. ARMY CORPS
OF ENGINEERS AND NCOEC.
2. ADEQUATE TEMPORARY SEDIMENT CONTROLS SHALL BE PROVIDED AT
THE END OF EACH WORK DAY AT ALL STREAM CROSSINGS UNTIL
ADEQUATE PERMANENT GROUND COVER 15 PROVIDED.
J. STAGING AREAS AND STOCKPILES MUST BE LOCATED OUTSIDE OF THE
STREAM BUFFER ZONE WHENEVER POSSIBLE. WORK WITHIN THE
STREAM BUFFER SHOULD BE SEQUENCED TO MINIMIZE THE LENGTH OF
TIME THAT DISTURBEO AREAS ARE TO EXPOSED. ALL MATERIALS MUST
BE ON HAND BEFORE WORK IS COMMENCED. STREAM BANK
STA81L12A-I WHICH INCLUDES THE AREA FROM THE EDGE OF
WATER TO THE TOP OF BANK, SHOULD BE PHASED SO THAT EACH
DAYS WORK 15 COMPLETED AND ADEQUATELY STABILIZED AT THE END
OF EACH WORK DAY.
A. EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND
DISTURBING ACTIVITIES MUST INSPECT PROJECT AFTER EACH PHASE
OF THIS PROJECT TO MAKE SURE THAT THE APPROVED EROSION
EROSION CONTROL AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. SELF -INSPECTION REPORTS ARE REQUIRED. A SAMPLE
SELF -INSPECTION REPORT, AS WELL AS DETAILS OF THE
SELF- NSPECTION PROGRAM, CAN BE FOUND ON THE LAND OUAUTY
WEB SITE:
HTTPINJWW.DLR.ENR.$TATE.NC.USIPAO,MSEDIMENTAION NEW.HTML
5. NOT EVERY PROJECT WILL HAVE ALL POSSIBLE PHASES, BUT LIST OF
PHASES INCLUDE: 0) INSTALLATION OF PERMETER EROSION AND
SEDIMENT CONTROL MEASURES (2I INSTALLATION OF SEDIMENT
TR.SPS'BASINS. ($) CLEARING AND GRUBBING EXISTING GROUND
COVER.
CONSTRUCTION SEQUENCE FOR STREAM:
1. REFER TO STREAM SPECIFICATIONS WITHIN THE PROJECT MANUAL
FUR DETAILED CONSTRUCTION SEQUENCING.
CONSTRUCTION SEQUENCE FOR GREENWAY:
1B. EXCAVATE THE NEW CHANNEL PER THE PROFILE, SECTION$ AND PROPOSED GRADING. PLACE EXCAVATED MATERIAL DIRECTLY
INTO THE EXISTING ADJACENT CHANNEL TO MINIMIZE HANDLING OF MATERIAL. FILL SHALL BE PLACED IN A MAXIMUM OF 1Z' LIFTS
(BEFORE COMPACTION).
19. INSTALL ALL INSiREAM AND BANK STABILIZATION STRUCTURES.
2C. PUMP AROUND SYSTEMS IPEIMP STATIONS, HOSES. FITTINGS. SEDIMENT REMOVAL, OUTLETS AND ASSEMBLIES) SHALL BE USED
TO DEWATER AND MAINTAIN ADEQUATE %THE DRN CONDITIONS OF ACTIVE WORK AREAS. THE CONTRACTOR SHALL ONLY
UNDERTAKE WORK THAT CAN BE COMPLETED IN THE COURSE OF DAY, OR OTHERWISE DURING A PEA40D OF FORECASTED DRY
CONDITIONS (UP TO A WEEK}. ONLY THOSE WORK AREAS MAY BE EXPOSED THAT THE CONTRACTOR CAN PREPARE FOR STORM
FLOWS IN A TIMELY MANNER RESPONSIVE TO FORECASTED NON•DRY CONDITIONS.
21. ALL COMPLETED WORK MUST BE APPROVED BY THE ENGINEER PRIOR TO INTRODUCING FLOWS,
22. ALL WORK ON PERMrWENT GREENWAY TRAIL AND STRUCTURES SHALL BE CARRIED OUT IN AREAS FREE FROM WATER.
TEMPORARY DIKES, LEVEES, COFFERDAMS. DRAINAGE CHANNELS, AND STREAM DIVERSIONS NECESSARY TO PROTECTTHE AREAS TO
BE OCCUPIED BY THE PERMANENT WORKS SHALL BE INSTALLED, AS WELL AS PUMPING AND OTHER ECUIPMENT REQUIRED FOR
REMOVAL OF WATER FROM VARIOUS PARTS OF THE WORK.
23. ADEQUATE TEMPORARY SEDIMENT CONTROLS SHALL BE PROVIDED ATTHE ENO OF EACH WORKDAY AT ALL STREAM
CROSSINGS UNTIL ADEQUATE PERMANENT GROUND COVER IS PROVIDED,
24. AFTER HAVING SERVED THEIR PURPOSE, ALL TEMPORARY PROTECTIVE WORKS SHALL BE REMOVED OR LEVELED AND GRADED
TO THE EXTENT RI RED TO PREVENT OBSTRUCTION OF THE FLOW OF WATER.
25. STREAM DIVERSIONS SHALL BE MAINTAINED UNTIL THE FULL FLOW CAN BE PASSED THROUGH A COMPLETED AND STABILISED
SECTION OF STREAM.
26. AFTER CONSTRUCTION OF GREENWAY TRAIL, PERMANENT STRUCTURES, AND STREAM IMPROVEMENTS IS COMPLETE, THE
CONTRACTOR SHALL COMPLETE ALL FINE GRADING AND PLANT VEGETATION ACCORDING TO THE PLANITNG PLAN.
27. W ANY SOIL IS TRANSPORTED OFFSITE, IT IS THE CONNTiACTOR'S RESPONSIBILITY TO ENSURE THAT THIS ACTION IS CONDUCTED
UNDER AN EROSION CONTROL PERMIT. THE CONTRACTOR SHALL NOTIFY THE NC LAND QUALITY SECTION REGIONAL OFFICE BEFORE
ANY SPOIL IS TRANSPORTED OFF$ITE. CONTRACTOR WILL BE REQUIRED TO INFORM THE LAND QUALTY SECTION OF THE LOCATION
ANO METHOD OF OFFSITE SPOIL DISPOSAL ALL PERMITS FIEOUIREO PO THE OFFSITE DISPOSAL OF SITE SPOIL IS THE RESPONSIBI LTY
OF THE CONTRACTOR.
2S. CONTRACTOR TO OBTAIN FINAL APPROVAL FROM THE ENGINEER.
29. CONTRACTOR TO COORDINATE WITH NWEQ EROSION CONTROL INSPECTOR PRIOR TO DISMANTLING OF ANY EROSION
CONTROL DEVICES.
30. AT THE COMPLETION OF CONSTRUCTION, REMOVAL OF ALL TEMPORARY SEDIMENT AND EROSION CONTROL, ALL SAFETY
FLAGGING, FENCING AND SIGNAGE ONLY AFTER FINAL APPROVALS HAVE BEEN OBTAINED. ALL DENUDED AREAS SHOULD BS
STABILIZED PRIOR TO THE REMOVAL OF SEDIMENT AND EROSION CONTROL MEASURES.
S29 NOR VYMI Sij�EF
CHARLOTTE,OTTE.HC 2b29i
7111 WW3 PS]5
YYISAIMD0E90F FJROON
FIRM LFIENSF HGJILhR
W I LDLAINDS
ENGINEERING
STV
,A -Rol"
t
= SE
AL
L r _
De3902 -
g,�yGrl+Eti�,;
as/3a/zazT
LONG CREEK
GREENWAY
Ol
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyhurn to 1-485)
MEC KLENSURG COUNTY
• 1120191
REVI510N 1I85 UANCE
DFSIGwOer DSR
CAI 11 y DsR
CHECKED Br ARM
PERT. vm
10I -A
EROSION CONTROL IJETAILS
C- 1.23

1 FNRMMCE PAO CF R-]' 6 FR41E➢ STpIE AHI/OP PAA,RMT) E(�al 'i7.a:.L� LST�Yn�7 {•IEPE 1RATFIC MLL ENTER OR LEAVE THE CONSTRUCTION 9TE ONTO
A R,FIR: g,REEl,
Y RP_1EP FA9EC CR mIIPACIED CAU•JER RW SiplE 9H41 tE URP .S PNCF.
x ft-IIE �5 -AEA IIRF➢ W�A CWpPW�'ArKH MO nn�ursHxwaun�iTiUmWFLONNO res - a[�+w TOF ART Ec�is - � TO - P�� MS Wl•
t ANT � SPLLEB. 011OPPEO. W 10 OR iRAC1EO OEITO PUALIC SIPEEM WIST BE ROAOHD RHENAITLT. ANT AONIEWTE MAOKOY INTO ME ROMMAY rATSi BE
S 1EN APPROPraATE — ,IUsi PE CLEINFn i0 RdmE 9mNETIT PRIOR TO ENTENNO A P,RIIY' s1nEET. IMEM 1rAyInC ry REOURFA IT 5uu PE OGE H AN AREA
STAM= TIN d1iS STLPE MNi0I ORAAT" INTO AN WPROVEO fiBMOIT BASIN 8EE sm. MO..]O.11B
0. COOT MT REOURE A STAMPARO OpRERGAA WK SR 10.A Mn) TO ACCEiS THE WOg1RUCnOR YR IF THE ORIH. Tl IS ON A THOROUGIFAnE. M M wv
51BEL1 MiN AH F]OSTNO SOEMRu[ N RFMw OPd • [8E EG Cb21RUCMw.
]. LOULW NdOf IfCA IRAFFIO OLMiR:fL HAMIBOOIf IWATCHj fLR SBEW.UIf LEL IHF fy! CETOLRA1fPA1N)OIL
• cm or cFIA> uym
lWa DEMOPMT STAN
I nuuirl•lr MeumB s flukl8ril LTf
c
AT APN R
rA AT
E ore
r.rc ouwl•
nrcTda7
NOT TO
STABILIZED CONSTRUCTION ENTRANCE
GENERAL NOTES:
1. RIPRAP WE TO BE BESICNEO BY E/MINEER.
2. CHECK DAMS MAT BE USED IN SLOPwc BITCHES
OR CFAINELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS.
3. EN5URE THAT MMIMM SPADNG BETWaM VANS PEACES THE Aerz¢
TOEOFUSTREAM PSTREAM � OD�A�iM SELOw' ELEVATION AS THE
A_ MAXIMUM SPACING
A AND B ARE AT EOIIAL ELEVATIONS CRO55 SECTIDN
I I
TEMPORARY ROCK CHECK DAM
I L.�SLYiY.l
SECTION
CTfr UY EEAKAM
tAn muopmt STAINDARM
IHANlIItTF.�
L�'
1-NOTES, MNNT(NJWE 5H K OOCRECNTEO H PROJECT LOG BOOR.
1. FILTER TYPES SNBLL BE APPROVED ET WE CRT INSPECTOR PRIOR
TO INSTALIATgN.
a FILTER RAO$ WY BE ROM""'WKM STTE Is SFABIUZW AT THE
MRECRON OF WE EHGMEER.
A FILTER M i SWYL eE WAOVM PRIOR TO STNEEE AOCEPI'ANCE
AND/OR 0L05E OUT OF OADING PEBMR.
5. FILTER BAGS SHALL HE IXEANED CR REPLACW ON A REGULAR
5AS15 (NOT OE MCR — HALF TOLL AT AIw n Q
& FILTER BAGS MEY BE 1145EM1E1) IN DISTNC CITY CR HCOOi ROAOs
AS LOMO AS SrQW ORAMAE 15 NOT IMPEDM
—
,' Imes FOR
wRP Imps »
I uRe dBNN a eeermelEa
aNH NMT��"I I I
IiNSTA! 7 ATIC N
NOT
CATCH BASIN INLET PROTECTION
YEG
THRpllC14 CROSSING.
Plun View
CLASS AM STONE
WATER DIVERSION WATER DIVERSION.
CHANNEL I CHANNEL
1. Tm
FORD CROSSING $NALL BE INSTALLED P$RPMTDICULAR TO CHANNEL BANK$.
2. MAINTAIN DIVERSICN CHANNEL TO INSURE RUNOFF DOES NOT ENTER CHANNEL-
S. CONTRACTOR TO REFER YO PLAN VIEW SHEETS FOR GRADING AND DIMENSIONS.
3�T m oRARY FORD CROSSING roR�NE
RESERVED
723 NORM ORNIAM STREE T
9"FILOTTE,NC707m
Wm
iriMN' LANOOESIONCO41
NI: M MM I.Ir,FN5F x C. w
�RIESUIIIIIp
�N OAgd 'r �rrInif I Lk .........
�;
'EAL _
- L•4903 r -
:r?IMEF'4
n6/T 3/20.2T
LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 1-485)
MECKLENBURG COUNTY
E 10Q1}T91
REVISION ! ISSUANCE
OE4�HED Br pSR
DRAWw sr. BeE:
CIECICED BY. AMY
YENi
FKA'F WA
EROSION CONTROL DETAILS
ryrl C-1. 24

TIMBER MAT
APPROACH
TEE OF SLOPE
TIMBER MAT FLDW
CROSSING
TOE ❑F SLOPE
BANKFULL
RIP -RAP
APPROACH
t
F—A
F�M�[fr NAT
SNSTALLED
PARALLEL
(SEE NOTE 4)
CARRIAGE
CLASS B BOLT,
RIP RAP TYR
TYPE II
SUPPORT LUG
IF REQUIRED,
12' MIN.
TIMBER MAT
INSTALLED
PERPENDICULAR
NOTE 4)
CLASS B
RIP —RAP (SEE
NOTES 1 AND
A 6)
PLAN V I EV
TIMBER MAT
CROSSING INSTALLED
PERPENDICULAR
(SEE NOTES 1 AND
4) TIMBER MAT
APPROACH
INSTALLED
PARALLEL
(SEE NOTES 1 AND
`TYPE II
TOE OF FABRIC
BANK
SECTION A -A
NOTES!
1. TIMBER MATS SHALL BE USED FOR TEMPORARY CONSTRUCPON ACCESS TO
TRAVERSE WET AND/OR MUDDY AREAS ADJACENT TO THE STREAM AND TO
CROSS THE STREAM AND OTHER CONCENTRATED FLOW AREAS. IF BOTH
APPROACHES ARE WET AND/OR MUDDY THE TIMBER MAT APPROACH SHALL
BE USED ON BOTH SIDES.
2. CONSTRUCT STREAM CROSSING WHEN FLOW IS AT NORMAL BASEFLOW.
3. MINIMIZE CLEARING AND EXCAVATION OF STREAM BANKS. DO NOT
EXCAVATE CHANNEL BOTTOM.
4. INSTALL STREAM CROSSING PERPENDICULAR TO THE FLOW. INSTALL STREAM
APPROACH PARALLEL TO THE FLOW
5. LENGTH OF TIMBER MAT REQUIRED TO CROSS THE STREAM OR
CONCENTRATED FLOW AREAS SHALL BE SUCH THAT THE TIMBER MAT
EXTENDS PAST THE TOP OF BANK ON EACH SIDE OF THE CROSSING A
SUFFICIENT DISTANCE TO SUPPORT THE MAXIMUM EQUIPMENT SIZE USING
THE CROSSING. OTHER TIMBER MAT DIMENSIONS AND SPECIFICATIONS
(INDIVIDUAL TI MBFR SIZF, RGI T SPACING, FTC.) SIT Al I BF PFR TH
4ANUIEWUkWR SPCQ1ncA1I045 0I ■CIIpM? T7 THE MAXIUw
C IPLCNT SZE USING NE 005SM...
6. STRUT FPOS�IkG APPRDACHES rFKU DRY AREAS 5NALL IIE
RQ sm!JO1D1 UVND CLASS 5 41 -PAP PU%F OKM TTPF ., FQ [
1 TMBER MATS. T*S'E ti RASRiO, AYD RAP ..R,w o'Aµ BE CJMPiJ;TEI*
REYDKD RibA TtI SrrE RMEb SHE CROmRO i5 ROADVLD
•ENETNEER'TTI ADJUST AS kFC__SSAQ1. MININ1M<_ CANNOT IIE AA�I1STEII WITHIILIT CITY APPPCIVAL tWLTT TU SCALr
w JUC•11ARLOTTE-mErKLENain TIMBER MAT TEMPORARY ACCESS & , ©{
STORM WATER SX1610ES STREAM CROSSING
GE4&RR' UU.411. RPRBMR:YfS
4111
TIMBER MA78
W MIN SPIN
S'
I^ WATER PIVERSK/N CHANNEL
W ETI ANP
7NDTE'
1, MINIMIZR CUING AND EXCAVATION QE STREAMBANKS. DQ NOT
EXCAVATE CHANNEL BOTTOM. DO NOT IMPACT WETLAND
DELINEATED AREA AS SHOWN ON PLAN.
2. MAINTAIN CROSSING SO THAT RUNOFF IN IHE CONSTRUCTION
ROAD DOES NOT ENTER EXISTING CHANNEL.
3. CONTRACTOR SMALL DETERMINE AN APPROPRIATE RAMPANGLE
ACCORDING TO EQUIPMENT UTILIZED.
CONTRACTOR TO VERIFY LIMITS OF WETLANDS PRIOR TO TIMBER MAT
INSTALLATION
TIMBER MAT WETLAND CROSSING
Not tD Scale
NOTES:
MUOMAT INOMAT
NIR QRIXiE] INR SRI[KiEX p.> B. IQQF 1. CONSTRUCT COLONIAL PIPELINE CROSSING AT EXISTING GRADE AND
_ ITMP 1 PERPENDICULAR TO EXISTING GAS LINES.
- - - - 2. CONTRACTOR TO MINIMIZE CLEARING WITHIN COLONIAL PIPELINE EASEMENT.
- ' - 'j c _ _ _ _ 3. MAINTAIN COLONIAL PIPELINE CROSSING 50 THAT ALL EQUIPMENT EXERTS NO
Er FORCE ON THE EXISTING GRADE DIRECTLY ABOVE THE GAS LINES.
_ _ _
g p�OpTljK,1 BO'OF EX TCPOF �' COVER 4. STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE EDGE OF THE MUD MAT.
ni GAP NARI DRw10ITA'P.1 NAM1 S. CONTRACTOR SHALL CONFIRM WITH COLONIAL PIPEUNE REPRESENTATIVE TO
DETERMINE AN APPROPRATE RAMP ANGLE ACCORDING TO EQtJ IPMENT UTILIZED.
S. CONTRACTOR TO COORDINATE WITH COLONIAL PIPELINE REPRESENTATIVE
f PRIOR TO INSTALLATION OF CROSSING TO CONFIRM PIPE LOCATIONS.
7. CONTRACTOR TO COORDINATE WITH COLONIAL PIPELINE TO ENSURE A
PPE REPRESENTATIVE IS ONSITE DURING CONSTRUCTION OF CROSSING.
COLONIAL PIPELINE CONTACTS
PERRY SISK
APPROX. 9QATtC0 PSISKOCOLPIPE.COM
OF +SAS LIVE 404558-0550
BRANDON GROOMS
BGROOM$gCOLPIPE.COM
S64.432A704
COLONIAL PIPELINE AIR BRIDGE CROSSING
3 NOE 10 SCSI@
TIMBER MUD MAT
Xxs 4
.4%.1_ O E. -C; xaw,
tk"wo32
w1Yw EARODFSIGRrn
FIRM LIc4RS{ z C-0�0
CAo?
[r. O
•``• 'oil
`RO
PPTYY^��555EA�...aso7
F4'G I NfE¢,�1
R W
n8/73f2021
LONG CREEK
GREENWAY
&
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 1-485)
MECKLENSURG COUNTY
T 102B191
REVISION 1 ISSUANCE
DE. mf_t6 05n
GRANH BY DSR
CHECKED BY.. .W W
vERT xw
MORE WA
EROSION CONTROL DETAILS

GROOND STABIIIEATION AND MATEMALS IWIDUNG PRAMCES FOR 00MPIIAN[E WIM
ME D NERALPENMR
Imynementlrny the dearlls.M yevF eswna on tFia vkn sheet w II reauR.rik mnsbunbn
acMity sting-1.1endcompl4nt with tM Ground 5[ablllratb and MataialsHadllrng
sec'_o! tlae NCGOl Comtruct1w General PermSed6on sE a,d 1, [r-.pastMeryk 35e
-mr- din armory wNM1 the E roxlon ant Sed,nrrn 41sM-1 pas. +pw^ 14 by IN,
dppgaWy auModir M1asiry l,andlFibn. Afl demlls and sp ifkatlpfe skeieel�glls sFKst
nvy ma �Hdepi dirymilee ro,dieionr.ndeM1e dekgatcd np3[t11p ]yia,g juredrfdn.
SFMN Fa CM!"Is OACRWTION
Reauhred
5mund Steblllutbn
itmeha4ner.
HaNliee wRNn '
S4. Arts Dawdptlpn
marry.1.
dapak.rrming
limehame varia,im5
YM d'deurpance
Ia] perlrh i ,dikm
saaks,dnche, and
)
Name
pen-te, slopes
[b1 HIllhOOa1Ry Waler
IfICwiz-
x
None
let NnpeS steepet V.an
l[ektpn are lid or lest n tengthand are
1 3:
a• Min 2:1, 1a denarc
all-.
-y days fur slopes greahoe Man $0 in
length and with sit esteeper Men 4:1
•T days Ipr pvrinawr dIkT9, s.A_
W 5l.pe13:1ty 4c1
v
dita.,acnhre r,Ipca and HQW
ataa
-10dM fit Falls like WatersMd
.' Es", me perimeter dkey ears,",
1p] AsNs M* Ikpe
EArhet, permew slopes ant HRW fie
ltatter0an4,1
i4
-lo days For Falls Lake Watershedenleu
thereon N,OSbpe
Note: Afte, the permanent ces5etian of whftruc m Mishin, any areas trod, IemptNary
ground slaGkeatgn that ee wrn,vrted to permanent g-nd stablllranon a tarn as
pracli.M.but In m.,» ks liar tl 90o .r days a.r the lass land disturbing
xTNgy. Tempwery sound staNllutbnsHll be malnuinetl n a,ante, to Isomer VIe
surface vta6le IrDt aFcahrrted rlrodon uwtlDenen¢nt H ataWllratWn ss achieved.
GROUND STMI-RATION W"WKAMON
4ablllee the g,oundsuHldwF, that rain Mll,wt d.sloEf" the Barr. Use we of lint
[eennqun In xhe test below:
ran n waawrw P.n,...rSwllw.mp
. rawpnary p,ass..a v e!wtw,avaw or m.men wa 7.d mE1, or
thee: muWeaaM:atadaxd nMr nukMaaM eaebMn
•Wlasees-g •sec:e•IM RWkatsenaprmarcn[wY
• d ronxn wnha rnMaamerl mae,o
MTpu[r[empann'&a.1wf . rrydtpe i.,p
•ba�w•••+k•Fe++dtdrewona. mukh •Slrsbwwte•prmwem psndg wend
ware ven,re withrh_
.m e..ea..a'ward ra,.w
En.nc...,a.
sdkknl c natrNs nose,
. tote„ad nMhad, Bush n wma,n rs'Isa p
,naan.r:
- •Imkdamwn wnpW poduv eels sad
PgirAoenAMlDa tMR61 aklD nnedx�tT31s
i5pfwafloocuEa7v hat ora epNsa nVM Me aoilsya,ngavpoaeddu,ly
,.,Eisen, StdecHry tree, HwNC pkyN ikl offspprured iAMS/fAzcy;,amn.
M
2 Appey l'a[[u al a hNae Isnk[s Sek lq EaONan ,stk ,menLo t ntrgl Measrcs
3 Appay W9 Lvrs'A dohs conornsmranoa R-Trd n th. NC DWI,[nr q MSw.ad
IAA13/Fne[ 11 and Ie acwd-,.0 the msmrfwturcye kwEracl ^S
4. PPMAd plfdllX Bias kd eve Immel. of It MWEI 51ul mrrmr bolurgdktho•tilm
eNtlre.
or mdur.Eed bN epptndary[watalnmeam cow
g4u1PMEIrt AND YE11[TE MAINTENARCE
1. MaimaI. eehlk ,equip. to IF- di.q,, of Nuids.
I. E; yiOe dip pens ender anysAxeE equipment
3 Hknffr kale and rSpf as xaonc feclblY'ry m era:m kaequiperR item the
prciect.
4. Celka all VentRuW; Rdein upstate pdmalnen and prapMyditpd5e as
gao,rdaus wa- [1r;yrle when poSNNrI-
4. Fen,— kawgyahk4. and .hstnxtan Peulpinent hart sth,&e unN Ma problem
tusnceno-.tested.
6. 4W atSNa.Eag!5, Iubkam5. eoofant5, hydraulle flulde and ,her Pesmleum prm r cos
to a rncydnryfa di,,,Mal center tHt handles these materfak.
LIRER BUILDING MATERIAL MO LAND CIEARING WASTE
1. Neveebugwlturnwate FavelltteraMdPKalnappo'/ed waste eantallm
1. Pratlea auYlWenl numbs, end lltt Mwestt pdnalners ie. p dumdittr, trash
rerepiadk]do ai[e 50 -firs cdskuclidn and dwnes5k
L LaoM-Ae[ talners at Matwfgetaway from storm eraln nkn ark surface
waters unites no aver alterlsatefe5 arc reasanabry aea�ybte
A feanhupn6areataind en areasrholEf nthrt-otot, danT lamoyms of tuner_
from upla^t arex and tloei net bath deee[ry to a Norm drain, stream or yaeVeM.
5. Corer wasrecdnviners a[the and Of evenwdkdev one bef+xe test, raenna
prvavk wwmWrycaKalaro,rt, a"*
damaged-te pxrWlrrcrs,
6. Anther all hge;wcl�ltltems In waab[p awm during tlmes.If hlelsy/,nds,
]. Emery waste canrsnersas needed to prevent_,A- Coen ep lmmeerroekd
.imersorer4mm.
8. Dispose - 01-s'n m as appf0ved 01spmi funiry,
9. mhissnetsdays•Akan up and dispose df waste In desuaced waste comalne..
PAWFAND OMER L"JID WASTE
1. Do opt dump paint and php liquid warts into slam dralnaF, slramsvwegaMF
2. koe paintwshou,salleaai 50faa away from star, drain thine and•ud..
unlea... coiner eheme[hr5 ere readdswelrareYNe.
S. Caneln lk,uE wanes in. -,.hors" are.
4. Caatal_t muetbelabdihk Bleed ar,d pyFed approprlaMyrpr thenredsofdle.
S Preverettie terhar➢ee(voap; dems, detergents ad Mdw I4uid wares hen
rurtlonsltes.
PORTAr IR)iI
1. Imull pona6k tar i,t Iesel pours k.n ka,150feer awayfeans[onn d.ln%
wnlards ankh mere Is ne eReme[ire rcaadnaeq eraikble. Irwini t
offset. not attalnabk, yraeld. Nl rot- W ppdabb twk[ bohny A f.rca a plm
on a pasta pad aed wnmad roam sand bap.
2. Prcdd. sta ar.x.
ga arrchdmisr pwtabia ldlw duninggerkds of hills do .In Mgh
fom•-
3. Monitor porlathre to.Iets fa aNNng and prgperry tlkposeof ary Ieat+ed material,
Utdnea hxenscd sanitary xvrtehaulerto rangyv kakmg Pwrtable toilets and swear
.iih pmp.rfy operating unait
EARTHEN 5T00101MgE MANAfiFMERE
1. 51Eew5tockpllc kcWt m p11- locales 11- Materlar skckplle areas at hat
$O fart awry from germ drain "Wa.,Rdhoare baslrp, Pa -ter sedl-rd `­M"*and arches waxnuni Rran he shown m otheralttm. ri,es are rcaaauhiy
aw11ahle.
1. R'me¢ItoLl, k won tilt fusee InIIalkd eem Lae pr'4.p'v jtha men--}f.M of
I. feet from me bee W stwkdlw
]. PlwtleSeAele Scone xr/sopdm when feaalblu.
4 SaLho,, v; nee wtMnlhe pmeiramesawklae On lots Loons and In arae,danpe
whir ft'paa,wdahnand any rddl[Ional negWrerrnyv- 5p¶a.baiir nik,kr ed
vrrHalrve, p,,'_El eP ememtal ppaereEe tedrye, thM will resSr+In wkraMd
rptmnwn dldurwd td4 tar lomppmry pr pamanpnt ism RvtnwCc
•r.i,' NORTH C AROLINA
EnvhronmenW Quaff
Q �C1JF.. !Et_.u. •r.•,.. G7�ylL•a.� �"r.r wx�•
[ON[R!R WASNd113
1. Lb no[dl¢Hrle wnvalanamenl slurry frantlw sit..
2 abpeaed,arccydeu[[led,M1ademd mrcrnerxdNo In acmrdanrcwrth kcal
see wale SdW,reste rcguklldm sheet an appreree feW11n.
k Manage-Ns,[Irom maser, rs in aaordarcew the adore item and in
addition plett IN, -over and etadmted mattrial5 do amperWo,e Hrm, end ,AN.
4. Install temporary tonreie wsshp per 1peal requirements, where apwkabre. Nan
alteorete, method o• pm,s., Is to be esed,comactywa approval aumarlty lw
revlew ark appmra. If local standard drdads are rot avallaNe. use One of the tww
typasdtcnparary wncro.-I,,osls peo dead on tlks data,..
s Dd notlsseeor.uc: hwtsfordew Ewga seodngdefect ,rbwsldewalk
Set,ser„ Stermwater accum .-.., within the "Mew met nvn be ponaped inma
d-i ter/ed IO the s5on'n train stele, er recemry wrbee wren. liquk waste must
be pumped ow and remo ed hem veo]eaL
G Loom washdun sa Ms.Wfeet f-tems drain ,rem amwrface wxer5 unless lI
Wn M6hq rtOsit no Omer AWinypres are reaWwply detlabR. At a minimum,
:wtall awwedon a slam dram ektls] dweat W line wasloyt whlds wuW rccpiee
epIIItWcreriww.
2, tocaty wafnoup In in walla ae-Ah are, on knl v, el and lnaria NwN
rce pad in front 0 the waslwut Addhka mntmis ma, be required by.lc
app.ddng a,rthenry.
R. Install ec teest one tip', dlreelwig eoee mete ME6 tp the waMut vmin the prgect
lnwx you donates on the w el-rt Itself w Wenitfy this thea,bn.
A Rrmwe Ieari,Igs from the wv .when e. awealm.cel, 25%,apaelry,o limit
overflow stems. Reface the Am toad boas or oilner porary svw,ural
mmpon- worth no emprfwrrllwael. When utl i-godcmaese or pmpd,erary
pddum wit- rrranufatt 'Ee In land.
10. At the wmpktign d the Eowni s, wM, ranwcc emalnin, 1pa M, ad eeponc of
in an appno dhpv Ifzdhkv. FIII ph•ifappFubk,and-HIUearrydis[uri,a-
qmedbyfemoralof-I-E.
IIERNOI) ,PESilC1M5 AND RODENTICIDES
1. Rare and apply herbktln, prsekld-A rpdenikiim h-danw rote, WWI
reerrkl;x2
1. Stare herdeldes, wLwjdes and rodtiesLdesln thelr witina'antalnen wish the
alml, IMkh Ills pireertlwss forrugaedk r e, irntt am 11M aid Steps In rate of
appdemal pol-IM,
a f5o mat It-ho,hladw.pp,ielOw a^e emae*e" Ina�p�wWe floog se
po,abse a rmne Itxy rho, epnl or kak Imdr ik, a5om,warr dralnsrpmmd rxatkr
a swrfan• woks. Iia spILtoE nr, cleaaa M,NsMnakfa.
A. Whoa saoekpk throe muetul. Drake.
H/IAADauS I W D l[IRrF spASfE
i oeasdekgnDed oar-,dmewalerelleannare.tdn-sae
2 Plate Mrar,Eeus wy,eferansa"d,ertdpdeosweoef in fe(n,d,,rymnLlmxn[.
3. Do not teeth haaandom r)r.mkal; drums r✓Drrgrd rnyrasWNdhecW M'furppusy
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING I EFFECTIVE: OVO1/19I
'Zol
SELH1WEMN, RECOMRCEPING MO AMORiN6
51R A: SEIR•INSPECTION
self-.nprnvpra a.e n .gp;eddyrire normal emnessnwr5 in accadar,ce won the teas
[Mow "none wputl causeLaesafelyofleew5pect-
I. fop wd,1, ,,,0.dRnolu
pawwlItsbyInNxvpudy, ,hv,nspvgbIropyM dllryvd-11"1 bwkars dayw
wh dh b k safe m perform the inwe,cia . In addRSX; west a-evmI of equal m a
greaaerturil.9 inch sewn_. .df-.9 NWness noun, the ug�n5pecikn i.It be
pelom,ed,ppn,heepmmn rhel d the twat bwlnew dry. Arq time A. lrpcci6n
-Elie "'hailb noted In ar Inspection Redone.
,ems Yet Iw..d Ir.wa
ns.sw..w rna.r
awwws aaa.o
Wwre'r' ark
^r,•wvary
�e "-d�waa.Naws
eeee.nw
rat.hr rwa.5--... .+.u.+eer trot wmwv, x
a_ . , oast la•p wb�.e-reas.rrnar�e a�rr tr
yw.eea
mewras`.n N naekarc Mwtpeea•a.Mw
- rtt Ns,wa +M son .9g.r nos hh,1.an
L earpngwNrd e,e.aeaa.r wgPa.ti
1.ra•maN ltrMWwp
i tle[eNaatt dwal,+stlw
YNwn p�
s, v�nw.r•r..Lr......raraa...n,..
.�►HpW Iac#
Mawr VaRF
a sr.dr�,-rww rti,4.,m
L IMWw Naprewaaw[ sdrranaW ors
a.. _
�w,..aea.�eaaaa��
1 aar.eauvnw
stand. nM
N.rarF-0.se.rewr„aeu.rY
>•sv:. qw'
wards-ash.rmao-M ra
mwMru-wnnw weena u.a.w-9arawe
atpawrr aNaYe, at
amMy,vanar.me0fvafiYwkraalw.adr.
r.nati�
.tla•w- seat
drsery�.w. der.-r..rc
•.••�d.ra�ru�,a..des.d �r
•aYy.� NatY6�rreq
aeeepY.r
p.r•.wa.k
r>•ax..-..._-="'ter¢
fg1F: The rho awveetion read de rouged ] rkndar dw nweedort reouRtrner,i•
PART II.
SELE4NSPEUM, RICpeORCEPING ANO REk7RnNG
name 14E00FINCEPING
1. Ed.50 Fyn n-rh ea4da^
fineapproved ENK Ilna as welleppmved de,dr rs Sne11 ee kept pit the file -The
appeared Ei s start must be kept[yi0-Nie rk"i-rt the eevdare under Nn pemYL
Me fe1lwAs items Rreawng his tits COM Wan Beall be kept an elite and awllahk w
ire tibn it IN Oincri War '&& Mbat1wss evsrs.
Nsaa,`%DapmW
rael.wl,tamnRao,Kaa.tala
Nl last FA9n mras.e ha been lml.Iw
4ghlaW IIUIIM.mr.on.
.�r �wret �arna+hd.a.rhanw
afdw.pp,wr.AFUCAnee��d.r
•--mnR s.wnate,..ed-.-r ra_'-_
.,d.p,.na.yw.mer.pon ea.rlm..da
SeOwnM Via anA,geteNSC P1n
earelrlll YEan art Dd aTprceNEeSC
qN. >M�y"-.pn.n.rnnerr�r.sr.d ten tls.
mr.waw 4
Na Ir9C newkau air rcdaeMd alter N WII
kml.nw,.
IW agrw vrawwlr nuewn wmpsatae.
rewlrp akaovpr er an..epr...d Dar
lYmor om., te, dGe.n d ape, an lrqpeemn
[apartw IM.ata [.wp.ermar-
eaWwrc
Id uwmEas. heswwwrw
aw rot e.m. orrx.apwee rAx
mamri.o J .NhnoswF'..
IM or oannpl.Sw drr a,dears an lem.c h,r
a-
espentp kat. aenrANseu with rpproNe
Wo^d,p••, y-Rkaate,r
-
mn,A.te. dw.ad tba..t�atw,r '.part.
Ie1 Ilr ma,anm.,de�
r as Cwtt eraurau
yrrcxn.Ar
haebareperfmmL
-�.1 �.,. .,v...canw•------rw„
wwwd.r.eppydrapa,e+•�----
er
w nsc thrown.
Iarn wnwew, day and aI¢, re, irsaenkn
'part W Imc«r don anyle,Iwnd.ne
Z AddlMomW DaelnaeDa"" b be ""M pit 51H
In addition to the C"t"Ian documdms above, tip lo.l-Nit, lams shill M kept on IF.
sit. and MILIble for nli West all 0- Wring menthol Its -NOUN ont-the
DMsU^p W'aalte•Specdk eaenptlon based en um'ee HM wr.di'l-dwT msG
Mls rpgylrerrgm rot pacikac
tat T* General Parmitas wet a the CMifkete V Cpse,-ele. after It Oa dWC,
{e1 Records of infpec[ans matle OnKk,E the f sales tareNe mvntn5 inn [�!^^Asae sMN
Me rewired gncwar5,nts on the lapectbn Rewk Fortis orueldao pia the
Gnoril
dsion or ssmdar ire .isn form ihdudal e. Ires the _.. ekmmb. used
eleetrenks", sealleele records In lieu of no eepuired an row xr ce pitfeeROwM D
shown tore t toast acre. ors"tlllty as the hard<ope records.
3- Dowanrnsatlon to a WnksM Imen ea■wd
All dak seed tp xanvktr iM1r rN01 endall Irnpcctbn r b Shan be hhbl elrscd film period
of lhr years after prgnt completion and made wealW-pant IN-L II[1CM 122.411
PARR IL SECTWN C ITEM (4)
DRAW DDSVN DF SEDIMENT 11AS41S fart fAA1NTFElANfE DR LLDSE OVT
5edlrnent bawls and traythat receNe Mari fromba•nare areas of one acrewnsare still use outlet tMetuees Mat Mlnd•aw y Ier from tM... lece WIN these deekn mealw Hdrawn lokvn
for maims-, rdoe put-I-linkk lrrfeapbb-The pro,-uh- In wh:d, It lsnot feasible to Wthde waler fawn the sudaw sHl be Tara IN, eeimpl% Omar with mtlpndrdwk MtlWl.
Nos,;W a ewhldrawak freen sediment Hsins still be a11- , only room at of nee bilowln, wieerla hoe keen met:
14 Me ESSCplanau[fwitx has neon Dressed yA[n ddcurnaen[atitn cl the non-suAa:ewi,ndrawal and the spepRk tlme peviots oreon6Y nwnld. RVAll aeels-The nor,-aulface NlnkdrAal
shall non commence until Ne E85C elan awlority lac approved these i[nny
16] Thenon w,a,ewtpdawWnabarn ropaiod as an antk pared try". I. Part ilia Svctbn C, Item j2V and l010 this pe,nr4•
let Dewato,z tliSClwgesarelrwtedwnhwMmlhohwlmlac dMharEcsofpe4utarrtsfrwnswr-itertnaH removed f-th-Mlmcnt bamin. D[am➢ki o}a➢poprolecmlml:Intlnldr
W W rIl ales, tsoo escd and rna,ngnpd paaappnry tents. w,r Gnts, aH hmatsa, ssse-
1d] VelleaNed, uplamd great al the saes or a rope,ry dmowdittre pad is used to the extent fen -nee at tlse WIN 0 Me dewatent, treat-t deyl[ea desulbed a hem icl obeve,
Ie] V It, diadisenidn desitrs ease aS Ehe dam; tedimenl lrepe, and HF-I, are presided sl.he dis hrge pdms lone dewseering setae;and
14 Sedhnen. moored from the deenmeHing ueamnerrt dMas de dIsed In hem[El above is dbpwed pF is a rower that doe not roue dcVou',lo^ d wdkeerq lmv gran d don binl[ed 9dWa.:
5Ru-INSREenaN, Rcoo o.eEnNr; nap nePp.mNr;
SEC'tIONOREPORTING
E. Cltnrer.s. d,at Musa he Repoew
Pawnktee5 liaureport the fdbwlnill-rrences:
Gl Sr1lTreaermemeepdg,Idnn awrenmor wetta,a.
[w Oldpllls d:
Theyare 25 galbnscr more,
• Theyarchsc Man25galpnsbutra-win clearueupwrthb i4ha
Theyrouse shorn onsurfacewaters lrrgadlrndrpame1, er
. TheyarcwIINM Up feet int-f- waters lrogardlnsdf%We-]-
[E1 Ibkaan of naaaNpus suhsancm In eemw A,eporoNe quc.Nks ante Srnbn 311
tit the scan Wate, Act jiPef: 40 M110.3 am 40 CRR 111.3j a %ft. Md CERO A
[Rey: WCFR 301.41 a GS. 143.21&n
[el M[klWtead bypasses and uMnnclpate0 bypaae,.
t<I NaaweWththewMkbnsdthk parrs:Ihrt maypadaryer M.+'AN ar1H
emlrmmem.men,.
2 R'ond, Tkn.efnncs aad OMer Resdremerns
Alta, a Perm;ttree become, aware of an eccurnance that must be reported, he tllall wn[act
lineasp,%dm. pt-reponsl wfil wehln the smeframeaam In amom­wRh the
amerreq,Aement,twed bal- Ckanr,wtwtsdenamal bt;,I Slours may W.W
reported Its the Departmml's Ensironesental Emergency Cent. ---I at 4900j
1150H)1 g
4mrev A.a!rualireahavonJlltr t]weyrapj a,u.vawr aewanrnNb
[.]role` a1wMs NR•erL •n>.•Ia.sa.edc,.aeka,M1•,.
M1eesrn.In tarw,awwadr rkRa•r•n lox canxaYn a,Vlcr
wslaw.m,e nr•elpn
eeb rtJl ^r.e tear u. rm-rant,. ru. a r,m.., ,soon ten a
oa..ur-teas paay,
n tin. tnt.mknwnwnner a.ee
eprktwe..,mnaael.rare...
na r.a+•ee q n. wtan.an,+
MxE..amorrowr.peerea.arm,ardrrmnrasae
Neds.•,e.a sNJ Wr,nnN ,r eengpnrc
nil IN: NA'.. lums�yae,pa �n �y w s4e„era[ rotlrbrbn. Tit �wmfknbn
.»d an�l•sidW.M,akn dwn [M dca. Ww•r,vrs, ear -end
r aaeawwnrenkar.
kiMa,lews
. Aeaeneerz rl r dwrxaal rparewtfe.
W seethe tea
.ulnyaB
a amhi qa.e
TM repNc done l.akAMwr,rdw tiro. antltbawd Rn,.YryM
.nrtvfdwt
nu unudprtea
la*n+. Nar.ra rnsMwaaNw,dt nwesueea
%wne.tlwnR
. IawkN.aaarar,rt•a,�m rotr.drdra..akah.rd.
Ill ti(mYa!]
fe]ku,rs•r+bnrn
Aua,e'a sal whe[eMtklwa f
Yliak^Naar. elf a.Ir.kmpWelWltaape.
•le, vnwr
MWA,frMr/Na.lhapapeee,l,lt [aleWla M1a•eO,knrWga
W S,+Pe�etear
..•r-•r►.•ra, and4awee;wr-bdd :...•rw.a
erv.w.r•
kcbaw
:nabsnenvd � width -.cab 11 U. rrweanaa,r. faa tee[
sr ,•GOrN mVa.smsNavraarwnadm
u.., s.sat•p,.aa.smpan,, weadep., .a.....u, a„a
ora fl]�R,NTII
,+. n.�.re+rm-k+p taRSua�pJle].
vnl, non wakews rlmNe,walb r wslrwr ncsdt nit
.a,ewa oar IwN.
NCGQI SELF -INSPECTION, RECORDKEEPING AND REPORTING
I
NORTH CAHOUNA
P EnWrM"rEgrui Quality
EFFECTIVE: 04/0I II9
229 EIORTH TTE. ItGWa A
cwvNLGi1E. xkan
fbgwpa75
aa,. LAM Llr* 1GN tore
NC ENc EIR]k LILENSF R C-0Eyd
�V i.1)1,ANDS
,,. IkINC,
ATV
p�iH LSCAg0�y4�
Jr1gn R�1
gI111IIILLhk
LONG CREEK
GREENWAY
P
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 1-485)
M$CKLENRIIRG COLPM
1 [IQf1T91
REVISION I M$UANCE
Dmmr-tritm IMTi
DRAWN By OSR
CHECKED BY. Alter
vERi sari
IIORl. WA
EROSION CONTROL DETAILS
C-1.2B

i i i 'i �i i •�' i � i A i
rr•.
--mz
- -
12' COWA,CTEC AGGREGATE HASEOOt1RSE
MINIMUM OF e)a 1200 GEOGRIO UNDERLAYMENT BELOW
BASE COURSE PER SPECIFICATIONS
AS% COMPACTED $i1BGRADE
r-1 TEMPORARY HAUL ROAD
SECTION
NOTE:
GECGRID TC USE EX-*M OR MUIVALENT
CONTRACTOR TO SUBMIT SHOP DRAWINGS POR REVIEW FOR GEOTECHNICAL
ENGINEER PRIOR TO INSTALLATION
PROPOSRO DITCH @ 1%MINIMUM—
SLO47E
PRC
ST,
PROPOSED TEM
DIVERSIC
PLAN
NamCREEK CENTERLINE
I
� I
PROPOSED DRY WELL WITH 8' NO. 57 STONE AND 24' CORRUGATED HOPE
SECTION __
I DRY WELL WITH FLOW TO SILT BAGIROCK CHECK DAM
.1 (ADD -ALTERNATE #3)
REEF -
MN Fli ORAgAM 8TREEI
CHw�DTTE,RC 7%.�A7
IM G ESlCH C vmmI
af; kIK{ HM1r.FM",F u C-f.
kvw
WILDLAh1LL7S
ENGINEERING
STV
e47ryHNY 1,}L�
II
Y I
fJ3/13/2�2
LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 1-485)
MECKLENBURG COUNTY
In+ea�.rl 1020191
REVISION ! ISSUANCE
n�uor�oe. osn.
DRanve sr. RSR
LtECIfER 6Y. AAN'
YERT
.w NA
EROSION CONTROL DETAILS

P.""r 5T_A, Ail rrad-SjNs•QrrRfivns
T . akdnp aarral.e
Dean+uon �*�a•�rl�-r•�•�H�,w-
' TeRdan,�q�tih6..r aPUl..�w
Purpose Th fmmde. mnm 6,ramRa-a-`R•a la wraa-Inn r .c.namn
a* —a nPa W-1 amp ,dmpo®nP I�•9w�odm WnW
Ie —hy drug
Gandilions WITere "her• rd„n wwle.er. Imam la Mr d lnml,wr-do -n • L. 41WIM
PrOctice AppllGy Ir, erAOn. u eDem LIwI,Oar cstMnMl�oO .ellleln meal WVN I.-- recwm
dno�,n fry, ly La a alien rv-^� ,Z'
Plannir,g careful pl—i, ran minimirc the nocd f« mrearn awriayx T� . Hind
Considerations ,—Lin,
Ling,trce.a. K'Ip,c henc,a cr 1x iN , umplem IFc Ik,clrpmen upvamly
each dde aril mwal nrncr mnc ,Ipg ,he = rcm;wra,y
spiny, rn bra SmY .wr s of rule ryllmwn: IA.j m.y cram
Rooding and aekry hoards; Cher can b dx ixe eo madmcl:aN dln rile,
--fly nmvunlal dela�x if wa,he,l ­I.I.l.
SoN fords udadsxn aay inxnl, c daring filL'an. minmumnt n penennid
n er,..d The nod F Pxmnitx Eon 0m Us Amq c— of
Fepeevaame N. C. Oir'uiOn erYim Wd'ur FaouW R Jc[crwurN Hna
phmio Ho,
p -1—
Srkat k Za bea(OF ur—craLA xhcec awlca al u lF.aMxac
seTam Caee0el n+al0ieoaL mMlvv anaa, and n,.frcr nuoR nmlyd Y mr
lip brf Meab� fbe 9Pe ofarviog. Ohm pxlim4 [w-e[a ok dnigo
t�aenm p b once a prn Ln- nosing to L ry mewo
d�Aee m. mnnalmma
Flat 10�a emm�lp irtaMvxe of nape b0. when pmuTle, ewahuR bnn
dlAdnp do f.F:r� n,:n,,i,niK Ra,m dicq,IhaµY,Ad FA.M1R. r.«a. Fix„K
Im[ dL ila�rasary mah It end eyelpmrnL arc oni0[ GYoFc any wcA d
Tay L'ennplrlc ccmlrurwm in an rnprdirnl nasnai. sal alnMlue IEr am
iama�aely.
Oaen mnm cruaingx ilea prwidod in ronj—im with o,—i— u a
-W,nLL eaaropluac. I. diuluhii,-i.ily a on�wide--.ioo
onda a Uu ar nmuml .acerPrxsc 0.11 minimize as exam
aril dwalran of diffcdlid'I of QIP alrcam M 1. WNox rcba[i[•1 d•
✓aeem Iwms an eoeN ut••iey- eM1<,eb[aim ,Fell
mi rcec a.ry elunsn m oho — rtn,v chasclmix,ice wrnpi,
« emnin¢ srcam nil» amll�w a ware as i. nnxn IM rem .+y n, nnnimiu
IDr 14HVRb0 oflM aarcem -wood. AoLdi.cnwxhs>nouFlh Nliad-ilk
edrypm �awrxaik Oln. walwc-
ArlerU t)jas. is rumple"and xvhk, ilia svpol nay oIln fllarlke
G Is, Ripmpl. S. IL,Ir•.m doxa may be diar aood•od. wdlha
mRer dam anda np insmsd nFeoaolKago mf.!, f,ae etunnol.
A:,IIkr lei -.p I ream aw ,W. Lcnryrry� s L ettewnp euy Ifr d-
ioxnlanorxr pdu.i. peak Hoop perivaeL Flew¢rn- IOeemecnve a la ep
=n •a xhlakl rmuin avhlc. Corp my fill oiled vlaaoa Lll. namili•
to prc,enl4 beam flooding inon enaaion PamlW. L4erpapb
protm l«etNn•rubFcr to nosioo fimiorcrtl. -
1fpemNremuI.Iley rmu:n¢s are W-td.warn c iw my Ee ln.' cclM
efr[sx Iecalwna to mirt,nlarc efrcJn Infw•'a>`
Sucan Frncx.ngc ar athe ,hope geon,l ty ; bridaa• eekaTn, ad foNF.
CunsilkrxhxN me11xxl61 wil, do rp.lk ilia ,..m.
HHdgn +131ncarallahlc 1p[n,akamdan]gruarcednpuaphnrNrex-
prrwa Ilwdlnyx. u;dgrx are prcF� w .edo,
Hnrlgn Iuulll ireluc lk kasr dkal lb— w lh — bad.6aek; oid sun
r L� a Thel pmrid- the Ines obarLwLkn on Dow r fah uu
�eTbey 2enomll. "'Q kink nRjI ncr, cal be daifeed oo A, Finat
Scondil i_aril—be eaaly re dand maeaiale ul.a¢M. Ralnv,
ndp-a arc pnlrrJll ern mwe eapclni.c Ia dnip, ow ,vinlrun. FI .
eM1er ,m��Nrr tM1c yrraFnl aafny haa�d if,me rdryuaarly ura,y,d•wWkd,
arhf meirc�inpl, and rfuycTra ouc ahoy pane a Iongerpul�rV[rim dWy and
to xmeP xolenlaxl.ki.n«,nvneMd toee, oWa nr c nor. eaa�eer pf
ahe bridK I—edh the aloe eM securedw r Irrpc Ira or when vuk*wadal
d,— This will pm OoW 11— Fwn rarymg Ib bridge'-- --
Hue i may mile dwge m nlhcr Property.
C.Imapoal.�{ylrena arc the nnstmnu,an .—nn k" in
mY
ne�Nry.. aslm rwFll miumlk, can ufcll rn 'hpy le,dy7L
,reaalehle b,eoC Ule cmdirion. Comlmclion naUareradayn I-
Wfealdcualrcahaged. H,r,c, m, Ail irnultuim aM rrnn, al nF cuhvaa
nsncipaaNediro.ma rrn 1N•are,ml aa_Mz arv. C'Lhe L
d. pia nor xfrw-.I ,O.Innlwo n, IIwJ lbws and",b, I Qr dN
N N--kw a and xacMn. ['Icon amrc ahwN b ubd f« back 1111 aovd
col,—
Cld,vla � 1 Iued u' rohkln will mete ryerled biq anon the
savor dig oo­�. v—k mud inm the seream.
TerdrFof& IT*& or a.aelI. Don nr$L Tech ar rock. arc ofl used in
atop—wjaewabh ne.dlf.A.�Gtc Ixmllel nor Ie s`-.. MesaaW
Simhcarl. FuriaraniNnlllodep"rmlr lxncd , ettkeinge>•[
infmguml. Fmk R cspcciallr adarlcd f crv»ing xidc, Julbx waln-
cmm [Figure 6'f0a}
&w.k 6.70.2 .ev.6ma
��TEMPORARY STREAM CROSSING (CMP)
NCDE4 6.70
SEEDING NOTES AND SPECIFICATION&
1. SURFACE WATER CONTROL MEASUROS TO 0E INSTALLEO ACCOROWG TO P C06f1ETE
DRpgwf SEEoRE MF TM '.
2 AREAS TO HE SEEnvn sF ,.w RIWF Ix AND SPRFAn WI r H N—LASM 10PSoi, T DEEP ON
5k6P[5 i 1 c% FI•xi}CR Sa1nL SrHnaHoeRl PatFu r>FPTR ?caul Af ¢•}Ly �DEFP Ip SOaLS
ARE bOYPAOTEG "I",eRATn'. I.o NMnF PINOf F•tpa•
3. LOOSE ROCCS, ROOTS ANOOTIIERO03TRUCTIONS SHAU EIE E OWD FRGY TNESORFACE
TO PREVENT NTLRfEREWE I EST.Ha13NYENT ANO MARIIEMYICE OF VE6ETAilOR.
a APPITLINE A=oROlNB TV SOIL TESL `*!*IARFNrwTIONS SOILS M1TR WA FRpiEP 1kANB
NEED pDi kE LIa#-D IF pN IS r+DT twaww Asgr L * r.CCOn7.,^ 10•"Epe+4 SPFGetfj.}geuS
■U" APftYkIWa T w( ANDFNOOkfORAfE w10 TOP a• TO(•DF SDa
APPLY FEklq.I RA[CoROW,, To 9DIL FE51 f4W WERDAT".9 C No SO L TEST FIAS BEEN
PERFORMED. APPLY FERTII I R ACCGRMG TO SEEDI%SPECIFM LTIGNS BELOW.
6 ROUG14N%kIN0E5)$VR Al* Pw 10 APPEIuAr" OAIJOVF OR F1INR' Sk OPES
FUN
`ROAN 11
7. FOR 1CMPORARY SEEDING OF AREA4 WIIN'JIWILL NOT WGRWGrn TO FINal6RADE FOR
MORE 1HAN 30 WOWING OATS. FIXtC*IM TI,MWw YvHMG _PI:IFI[,afRxlSM1.1—
STABILIZATION TTMEFRAMES
fERasliaa wF a Mij
91TEAR6AjXwj1PT1oN
$TA9ILIIATIDN
TIYEMAME WIFFTIONS
7 days
Pwk war a0mr a**m dttch a, slOm
pk"
High Quality Walu 1110" Zam
7 ftya
Nola
SiOYOF Fk00avr Ilan $;1
7 dnra
I? I" uA1 10' Df Ilse In Ianglo and are
man 21 14dareare.fiaw d,
Il���i
14 dws
rNILahp+l
7 dIsp for.lalws ansow Than M In bAkg*.
swp s 3:1 of flatlllr
OAlt elh er R ., wIll, sWM fl.LLer Milan E:1
14 day.
Kf . I—pt fnF P.NrrwTm: end kUW ZORM
Prwr-iMnBurrf. and .5-yrrr T Imes
,vgca popnly amlkd, ku dfn lnllc u w obernaim IN llw a a jy
modle hdryb iwl,t rrM,aly c&rybiR 11 d mfauia Tore i. enn
Taxi may be W in plax el as o LL oraa cvnseatioa
3xxJar.n.aw.i.I•.I .nM1f ircRda lk Mlmm,�
1 Aypraeh rhnna ae whlen b mlm. C,ercmlly, do nn ue fn,dr
Hpe Ipe hsk k;=nr arced. s zee
2 GTmaffioe T nc� hawuNm cif dE Ni"
m.yvi.l xarw vapll dream M b— fa wx cry, kN& mq 6n
aJepkdr m�mnul q �IdWxBllb>awiaaW .agTwRn.
T. iTamhllln�Iwlmelunayrel W,aalh4aAl dur�namlawad
m� rm]eea r,pl•Iar_nlml
VW .I I•II,a .,rnmevmwY re dmoly ithe ekeen uI
vtbld Ir,Iru.rassll:px i� im Irclimlbw10eeflew.nw_
slrrxel'lelf
fH..ra:a.
•" r
� I 7
-1 51ene C-"Ile
FAPIn RTpr A wylwrWru. WO Pf.re atM WeaWhn mTowx 4N WWponV
.en..A i.T0.3
L
- Siffmi.
6acad
NLDOT 05 or 057
eodad,tov
togeNler - b�k(.11 IMa
cheer OCrox•.
saw.
r A
X
y fdae:mefppexir
IrNwlaru Il gneern•
F,Im [lath
Flpna e.no Tprperrry muvle.>,••--w,aaa (ROTE
TYPE 11 RLIER FAHRIC TO aE IISEO
6.10A 1prr. aM
TEMPORARY STREAM CROSSING NOTES:
• PIPE SIZES VIRY FOR EACR CROSSING
• REFEl TO Paws FOR CiuPg2wr
I2A NORM GRAINN MREE f
x:HATa DttE,NC 7eTfC
�AN
1W ppQS
iWlY1 dw- IFIESICH COY
u:.N4 lduet kwsE. u)6.+u
%b
WI LDLANDS
ti J G a N r I=k I NI
STV
e !!
'EhL -
nA3902 r -
•F�GINE��: •
lelllll+x���
081,31202,
LONG CREEK
GREEpNWAY
P
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 1-485)
MECKLENBURG COUNTY
I �r ]fY211191
REVISION I ISSUANCE
DMW*D" MA
D"w" OSR
CIECIQL By AAN' r
,ERT wA
YORE
EROSION CONTROL DETAILS
C-1 .2 v

RIGHT TURN SKMT.OISTARCE = 48F
LEFT TURN SIGHT DISTANCE = 545'
7zo
—
— -
72e
715
I
715
710
E` GROM
r
i
70S
7R5
I�sirr+,
r
_
Inv
�'='
SirPI
—
-
_
_ ----
-
700
sga
ar
sss
690
sso
seg
s�v
sac+
R75
R7F
670
670
—5+00 —$+5f} —4+40 —3+55
—3+00 —2+50
—2+00 —1+50 —1+00
—0+50 0+00
0+50 1+00 1+50 2+00 2+50
3+00 3+50 4+00 4-+5d S.+DO 5-+SO
s5s
l wf DwsT ,F— — — — — — — —
F.lISiINGYROPOSFp 6Rg1Mp
BEATTIES FORD ROAD SOUTH CONSTRUCTION ENTRANCE - SIGHT DISTANCE PROFILE
IIORIh T& SCAIE. is PER PER IHCII
— — — — — WRIGY SCaa c are" PIER IRCtt
BESIOR SPEM SOIIPII
{ 1 I \ \ ` \ `y ��
i / ;C �JIr /`v
POSiEOSREEV 45WR
� i �' r
� �'� '�
J
yj II i,/ \1 y�,
�
all
j
`_
qqJ
J117
—�1•
__ff��
1p
91
44
III
--jj
_ _.— _ 1
r m[.EOP
--
- -��
�� � Ill 1
.� Fx. enrocF
— _
_ _ _
- -I r-- - - — — —
_ _
— 1
-
� �
-
_ — — Ig✓E of elan
1
`81.
�
-_ .-_ - TR
- 1'B � _ Tg_
TB�cB+mB�Looi~
���T
-
-TIPTB"T&
r_7r-�
woo
d
PROP1EEmwL OM
(AUER TOC-7-0-1ie
it
32ANORfRORN WREEF
CHnWOnE.NC7M
1W -ov4r
iWlYli NOOFSIa cw
%b
WI LDLANDS
eH GI f3 �.lv If.G
STV
LCRIo� Jr
T =
G01S -*F
. ••� CAgo r,.
c SEAL
C41402
••'�d'.�'_!'}F�,4�'GIN7rk���:rg�
rr l,IH+Nr�
081,31202,
LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(TREYBURN TO 1-485)
MECKL.ENBURG COUNTY
f �RznLs�
REVISION I ISSUANCE
9E4GRFD Br .Mw
ORAMN BY uc
wxQMCNEO BY ARM
ROR2. i•. ar
r, v6EATTIES FORD ROAD
SOUTH CONSTRUCTION
ENTRANCE SIGHT DISTANCE
C-1-2"
naRm�aartar ynr�yey tr*aWnnyevla ra�pa xtreanwrt'r.xmnrr
w'la.'a MF iTC xW.-

72M
M
RIGHT TURN VGHT
01STANCE=
LEFT TUH
q SIGHT IMSTAN
E=W
725
_
T25
720
99
f71
�
720
��
IWE,iF
dlpli
715
Ex.
MID"
715
710
--- -
710
FFTI
705
_
705
700
-
PROP. 01WE
700
1
S
riPI
M0
:
6 .r
6
Efts
,ON
680
$
—5+DD
-4+50 —4+0o —3+50 3+00
—2+50 —2+00 —1+50 —1+00 —0+50 0+00
0+50 1+00 1+50
2+00
2+50 3+00 3+50 4+00
4+50 5+D0 5 50
s7e,
BEATTIES FORD ROAD NORT}i CONSTRUCTION ENTRANCE - SIGHT DISTANCE PROFILE
� ,IORI2C K SCALE. H FEU PER IWH
�
of ioni�wCF- - - - - - - - - - - ITRICiYSCaac arpn PE wli
FXIS1lNGRRpPOSFD 6Rg1MD DE81011 SPEm 5012P11
PDSiED8 ,Iswm
PROPOSED fdft�ERwAY R A FOAL
`(REFER
� ��
r �
`_ , � � / J r
� I
TD C•1.2 C•1.H]
(•
-� - - �81 -- !
-`_____V �-
m�am�s9l�eerpp7�
s+mti`s&l�r
v�--ES-
,-'�L__I
� —�_1 �'
11
/ a�-_-9y_ _61- „9T� -91- _ 01-
-91--
��1- `�.�-_ r/
,•r r �'
�WrMwC•iH
-_ Yi'��'
MIDGE
f�ao
11
E;EDP
�
_
�.\
o II oo ��
LDa Loo
�co.rtFLod��� wo�rioer�ymo����
Y ,
LCl4
f
f�IOb
,q
l I qqi� �� ♦ I
G
� I �o �iaq� L �
I
✓✓ I+'
% ! ,f
�{ 1
/
teg1
g
�\ \`\\ — — —
_ q�i-' mew-
_ � I
• � 1
i
- _ � -
- J r
_ -
fIf
�.irlml aarr.r pVra�yey trhi�...nyv�..s�p. xtreanwrt'r.xmnrr
32ANORfHOFN MREEF
4LNHWOnE-NC7M
1W ,norm
iWlYl iAHODFSICH COAT
vr: tN4 »wl llkws(H GI,Wn
lib
WILDLANDS
IiN GIN cF k IN
STV
r�ll'�N L�tiRo'�
T=
=i G018 y=
CAi7n r.
e /
'EhL -_
C41402
comt
IIIH,Nr•
081,31202,
LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(TREYBURN TO 1-485)
MECKL.ENBURG COUM
REVISION I ISSUANCE
I3E4GHED BY ARw
DRAM BY C
wxcpcc n 9Y ARw
�ERt wa
HDR2. 1'• W ���
+ BEATTIES FORD ROAD
NORTH CONSTRUCTION
ENTRANCE SIGHT DISTANCE
C-1.3o
oF'WaNFiTC irxic

RIGHT TURN SIGHT DISTANCE= 335' LEFT TURN SIGHT DISTANCE =445'
75D 750
ulEarsr3Hr
745 , _ — — ,. — 745
[rrPl z s
740 740
735 _ 735
as•
[TYP)
725 725
720 - 720
715 711
—3+50 —3+00 —2+50 —2+00 —1+50 —1+00 —0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+5C
PRI MM ROAD CONSTRUCTION ENTRANCE -SIGHT DISTANCE PROFILE
IIORI2 1AL SCALE 19 TEC: PER IWH
S-wt 0 y-i ,F— — — — — — — — — — — — — 1'ERTICAL SCALE 01 EET PER iNCII
DE SIGH SPEED 10 MP+1
F TED' - ■ BSIJPII
\ _
1 �
EX. E00
1
PItl1I,1 CAAL - 1 � � Ai14 /1h SPiHi N \
OL EOP + 1[tol nwlt AwlBlmw 1 1 \
\ T \
� 1
1 �
1 � �
Z
.I.Rw11=+. or... N.y rlhr.ATe ,T.wwxl.n..wrr,...mryl. 1..�.�.=rnanW.—
I2A NCNEN ORNNM STREET
1W -ov4r
iWlYli NDDESIDNCDAI
vl: tN4 »wl llkws(N GI,Wn
WILDLANDS
ENGINEERING
STV
rtiti�gH iCRRp�i
T=
cogs :=
,rf���llilll 11ti1,`
'E A[
C41402 r
•�5.F,yGl ky
N7rk���:rg�
081,31202,
LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 1-485)
MECKLENBURG COUNTY
I P�� ]020191
REVISION ! ISSUANCE
nMiltDf> ARW
DRAWN BY CJC
CIECR BY APW
YENi 1—
w PRIMM ROAD
CONSTRUCTION ENTRANCE
SIGHT DISTANCE
C-1.31

MT HO VI
r ■�
r } I � 1 ►�1
-
1
\ j
y
FFT I��
C-2�07A- i
C-2ASi_ ----47----------- -
1
^+��-~ r-ate- .\ --J
V1%
r- .ROT t-2.05
C-2A5A`. , �.� ,
i { i - -�
t l - !` I -
. t,oia-EK r K C-2.1 0 �tv� aka
1_.
I END LDRS CREEK EREE—T &
WATER OIIALRY NAPRMEMENT
1
- 1 PRRWE0 TTORE BBRN TG 1 ,
NIIA�
4V ti
PRIMM ROAD
(SR 2043J
\ _�
Op.O
ct
��, ) ,+
l Wit` 1
40 - BEDIN LORD CREEK GREENW(k%l
I , HATER
GIJAI.IITYY �•
ECi
■�{/ i ExBURNTPae!
.--1 .{ • •--1�R-STAi-.w"
C- 02 \`
]�■'� �� —
■
,'-2.04A f \
1 uis
r J , !
M NDRTN BRYNM STREET
CMFILLOTTE, NC 2M2
15M-W OU6
lY UNPDDESICN CD41
BG qJG MR LH;.FHtiE x co6f.
w
WILDLANDS
ENCINFENINC
STV
,,,5i111111"'
CAq� �.
:sue �is
-' lrr��l7pg110,
�ERL _
U43902 —
��f 111111j1
oa/r�fapa.r
LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
Treyburn to 485
EMELLCCKENBURG COUNTY
IG2001
REVISION I ISSUANCE
OESir.Ntn By it
DRAWN BY DJD
CHECKED BY AM
GREENWAY PLAN & PROFILE
SHEETINDEX
E ! l,

715
710
705
700
695
@89
685
HIGH PT STA=0-M 34
HAW PT ELEW = Mr ar
- UFA • MSD 05
PA ELrV = NF IS
A.O. = I) m
K 143M
51 Krv�
4
.
a
715
—710
Pf1IX' (TRADE
i
a
o,y
mP
�
aaiSS
705
' E]L GRADE I
RYP.}
BEG IN LONGTREY, EK
�7{1�
Y GREERWAiREYguRN iOPROPOSED
CULVERT 41
4 71_N n•9a mi
18'REFWITH
CREEK GREENAYAY
FfAREOENO
LONG
PHASE 1 EMALITY BARKER
SECTION ON
FALHEm
.
u-
--"_ -----t -
-
--
g -
665
gg
1�1�
�p�p
4 4
IIEW l/EGII
PROP. LONG CREEK GREENWAY
VA. 0-00.00 - STR 3.00-W
SCALE: 1' a 60• HORIZONTAL
1"= d' VERTICAL
ll-1 1+W ZIM L}CR] SEW
PROP. GROUND
F.X. GROUND
1
/ rRGPoe�g CULNERi El tg- —
r
gEGHI LONG CP EE1
•,
GREEIM'AY TREYgrvRN TO
giATN]I:O�N DO
LONG CREEK GREENWAY
_ PHASE I EOUALIr MARKER
FxLSTrvG \
SANiARr 5E1'rEk .'1�
-
ExlsrHasurrARr
-
Eli 81.73
RIf1Hv%w�li653
OF,err
r.
R
uI9] LF
7 ,
our,a61JT �3E(E
1 ury (E1L841iM.13Eu�.T
.WSaj
..
`••�'.�r��1. f
"I FEMM00
• itµ •~-
FLOC A.,
I
_
�� •�r� y' I
•~-~�1�--�,I
FEWIrL*DD—FLCWRAY
/ iTYP]
�
\ -
ez. PH E. LorincReeN
�.— [c.�+ •��
GREENWAY ICIrRRERTLY BY
CONSTRUCTION:
I f
•` � � � `
o �EciEOH�su MR�N
kII' WIIHEIAIA;R kMl
SECiKNi CYI ERCX EXO
ICLDSLI �O]2y
x11ouLDai ITWd
�M >RGPps[� urLu a rnp RAp
f- h Fr191rWT4PLsa t) r 3191a LF OF 1C
EX S3104•1w
RNA M45
_ -3T VOL W.5E9.I &REXALMH-96i M
Cu,pge.gg lEx 59.IH-usI*17
Ex. SSMmm p1
IN wo" {Px 55Aeti,ST Rl]
.� �...¢'.'�n w: 1B'HV. 04fF 08B.9B IEIL SSMH•155fi
L � � • �' - f ` �E%ISTHIG LOHg J l.. � CGlaNwl
1 CREEK CL RYP.) plpetme
�FASE1rtH1 /
( D
BE: FORE: YOU DIGI
CALL "00-032-4949
N,C_ ONE -CALL CENTER
Il"s THE LAWS
LEGEND
NlrMrt — �i
momrruei i ..
L .
I23 HOR fH GRAHAM SI REEF
CIIARLOTTE.HC�
M. R'-10%%
iWlYl"!,KMESIGN.COM
>"I IrkNSE -r. x-A
%b
WILDLANDS
F AI GI Nk FM I ryn
� STV
�En �Q"��
- Ld750P r -
�.-p. R wA k1_
06/73/202 r
LONG CREEK
GREENWAY
R
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 485)
MECKI,ZN$URG COUNTY
I ��� 102p,91
REVISION I ISSUANCE
OESIGWDW i
IXtAm By m
w CIECKEO By
ANN —
vEHT
-K,p 1 -
HORI' ,'•Kb
GREENWAY PLAN & PROFILE
C-L _ 01

715
LOW PT $TA = $4M 3
ylGk P} $}A= ""I•a
1
1
L7WpT FLEv=mu
WSTA-S19H
RPr BEY=iW ae
Ph STAEg.Ngn1
Loaf Pr STAai.96"36
PVI ELEY:ieaKe
I PVI aLEY=M%1A
-O=GBb
Lo'N PT FLEv=T62 06
1
1
AD. +-0A2
N=A9.16
N=56 W:
lm STA�7.5].76
Pw ElEY=1Ai2T
1
10 ea'YC
'►�f'
�m•Yr
t. =-0.50
1
P� �•
7 �S
$
- Tran
se ��
as zv Yc
a�
E�
7151
t. n
ec �n
F�
7U5 1
1
u,vs
-
-
'
E% ERAGE
700 1
fTTP V
RNOA$PNALT, fffAN
CGI-c"NL emmv
1
cONCRETEOYER
CD
AS.. BTSTBA g 5.1[NI
1
PME.INE EASEMENT
API 7fUK
I
1
STA -5 7W fp
.
CCLONVAL PoPE4IHE Gv1,S
1
F IM51Ef] GRADE TO BE
LINEBAPPRDXiMATEIV
W HELQW EXITING•
1
r AHOYE LuSTH40
.
'
C+NI+IDE IPASFP vN
INFORMATIGf1 PRWDED
czWON1AL PIPELINE
4; a
Sr CGLom f9PELRE
ZE
1
DErrH
'
I
[TOM wE5T1 ON w
,
!
7P COLOWL
PIPELINE EASEMENT
99d fs+ 31&1elP
OF 16'W9SEp PIC0Uf&1VL
OF 9A4FlBEMN,
Op LIEDM C+ES E4SBIF)If®a13%
1 r=
_
- -
--- --
„eEef
C OF ,& Km4Yn nti
AOl:,s
Ran rw.o,
Lti
}slnH.,�wl
�x
a„,
686 1 o
tfx : stilt -,sal
1 �
1
1
1
1�.
680 r
1yy'
Ig
E
$s
n
SS
ee
44
22
ffi
02
8R
88
E 11
..
pI
oo ��1�
I. i
'Ia
e
PROP" LONG CREEK GREENWAY
STA. 3M0.00-STA- 9W0"00 PRORGROUND
SCALE: 1' w "' NORV2ONTAL EX. GROUND
1' = 6' VERTICAL.
715
1
1
1
1
1
1
� 710
1
1
1
- 705
700
695
690
685
680
/ //; / / / �/ / / i - fT0 f>E PROTECfE07 _ .'•�' f • �� .
�/ �/� j ��//i. /' /' // /, �— FEMA FCGCTYArfhT! : • " . ' '••,�,•� •• �- �- rr�
SHOULDER [fYP l �_ - •• ''. ; • •, • ��: • ` � r
/ r �• PRUPo -7
_ THAu +'G-13: iT1'RI CIXCRuL t1; . �
I ' ENO ASWALT. SFGP/ PlplalE " • ���`,.�
�C&tE LIVER
2 ,.. _..MENi
STA 5-
i'
_ STA 800.E _ -�►'•
01
PROPOSEDCLASSBFIP MP /_ ;' `+T�-• _ ` - y�
Osa � � ��• � S � / �Y� � �' • - vL m ss..rt r1 •.�� �\T l� - •�
PRSNK19ER 17 CONCRETE � / ,•
1�.� +� .� • 9 `.y END LONCRE E OVER G��i
�
LY,LOHNL PpELIRE
r EASEMENT.BEE0+ Ai'• ; � ♦
53.
NWPO9*O CLAZ aRP PAT• fa„ - .. op
KC+•
THKNES$-1. / / ° ,r
PROPOSETICI,LYERTPIWNCP "MtI-y ITARTSEWEREASEMEKI ►..tea-�^m=� �,.►� - - - T �.
• _ _ wmrnueEOEHo sECTlr�rs ' �rN•�••
. [CLDSM aITi! : / • EXISnRG $AIIRAITY LEE-
,-a�ypF�S,6.e6 LF CF IS'REIAEf1 PNC 00F� ��•»�� ���N�w1.r'!N�>1�
- - - 31e.161F OF 18'AB9EO PvG pfiS�llE dE OAS EASBAElR.1>IP uI✓pER EA$EA%AIEIR 0.191E ex. $$KL1551+1
RIM 1we1
1•- - R4, Tpaas �r -'. - - - - - - - •THYrN aaas ]tEP1wl
- LAIC SSIAYI.iGifV)I -i - ,A•.IN?x B6RN865$ap[SSMN�ISI I,11- :+-�~� '•� ;�ku
�alRu ouT yes rr tfx ss.,w15, [+h - r T - 4. 'RxM•I vwN1
I EX SSMIRtSe {21 �r _ R{e if lEx $slat-,�(�1 r STREAM RESTORATION, �•-.
RW 1M •$ 4 0 �'-'Y+-`a•IHv oul AeaS$lFY. 55MHI$a 1711�� -'��----��SEE CHAFTER5
LgFile ro r Is nN Iw A" I• TER $SwIn5f P11 . '� _ f ae 1. -. _'" -p': - - u
Qu
BEFORE YOU D1 0
1
CALL 1-B00.632-4—
N.C_ ONE -CALL CEN7 Eft
IT'5 THE LAW!
LEGEND
eTtYiWx -
•�'AGK�Yr .iT..-..
11amla...T
Q
+.^ r
�5-3
T=ODes m_
�'19 IIOR f N GRAl1AR STREET
CIIARLO'RE.ilC ZBM12
i5E1lY! LAANICESIGN.CGM
I3Ki >Eaa l Ir.EasE n cvs!a
WILDLANDS
Fm GI Nt rM I ryn
STV
1- �LLLL 411NT�P
t �t• N CAR
D4L" r�r
=ti �G--416+1
l�iMYiLI�� ~
�r EA`RQ-
LA790P r -
'F:IHE�P. �, R wA k1_
LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 485)
M ECKLENDURG COUNTY
REVISION I ISSUANCE
tlE$IGIFD 6r uN
D"m BY m
xCIECNEO SY Af xa�nl
RENT 1-a-
NOHL' 1'••b �-�
GREENWAY PLAN & PROFILE
ux l i ma.x iC-L . 02

715
710
705
700
695
690
685
L:5
ERD 0""", F1 "0
EM]60AADWALK a, U"PWALKn WITHGUARD-L
WTICi�RDFAl1 STA MOW
1
.
.
' LOTR Pt
LOH'Pt
P-VA=12.195i
STL=.,.gY x.
ELpv=3W ,v
SfA ,3.6A.00
iM STA i8.5O,2
PA CLEV • 204 39
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LEGEND
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LEGEND
LmdDesign.
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PROP. LONG CREEK GREENWAY
STA.45+00.00- STA. y4-60.00 PROP. GROUND
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MECKL,EN$URG COUNTY
1020191
REVISION I ISSUANCE
tlESIGNED 6r iN
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HKA
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PROP. LONG CREEK GREENWAY
STA 54+50A0-STA. 64+50.00 PROP. GROUND
IX OMADE EK. EE SCALE' 1' a 4i)' F+ORIiGNYAL EX.GROUND
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PROP. LONG CREEK GREENWAY
STA. 74+50.00 - STA. 84+00.00
SCALE: 1"= 40' HORIZONTAL
1"= 4' VERTICAL
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STA: ]]+W SB
STA: T8+31.38
STA: 78+80.89
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THICKNESS: 19'
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EACH END
r-�^P"m�•
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PROPOSEDI2
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THICKNESS: 18" "
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PROPOBEG LONG CREEK ANG
TRIBUTARY REALIGNMENT,
SEE CHAPTER 6
12 WIDE BOARDWALK`S
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( EX SSMH 130
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RIM 87964
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�F
BOARDWALK NOTE
1. ALL BOARDWALKS LESS THAN 3GINCHES(FROM TOP
DECK ELEVATION TO GROUND ELEVATION) WILL ONLY
REQUIRE TOE -RAILS ON EACH SIDE OF BOARDWALK.
2. ALL BOARDWALKSGREATERTHAN3NNCHES(FROM
TOP DECK ELEVATION TO GROUND ELEVATION) WILL
REQUIRE TIMBER GUARDRAILS ON EACH SIDE OF THE
BOARDWALK. ALL BOARDWALKS WITH LONGITUDINAL
SLOPES LESS THAN 5.00%, HANDRAIL WILL NOT BE
REQUIRED.
3. ALL BOARDWALKS WHERE LONGITUDINAL SLOPES
EXCEED 5.00%, HANDRAILS ARE REQUIRED DIRIECTLY
CONNECTED TO TIMBER G WRDRAIL.
4. ALL APPROACHES MUST HAVE 5 SHOULDER ON EACH
SIDE. IF SITE CONDITIONS DO NOW ALLOW FOR THIS
THEN TI MBER APPROACH RAILING WILL NEED TO BE
INSTALLED
BEFORE YOU DIG]
CALL t-800-632-4949
N.C. ONE CALL CENTER
IT'S THE LAWI
L
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WhW .. WNDDESIGN.00M
NC ENO. FIRM LICENSER C41658
WILDLANDS
ENGINEERING
STV
WILDLANDS
ENGINEERING
`=Op'�N 1CARO`'y
*: CA15 *_
01/30/2023
LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 485)
MECKLENBURG COUNTY
��• 1020191
REVISION / ISSUANCE
NO.
DESCRIPTION
DATE
NCDOT2ND
1
SUBMISSIONS
09.28.2022
NCDOT3RD
2
SUBDOWTIONS
01.06.2023
®
GREENWAY BULLETIN 3
5.19.2022
®
LODINCREASE
5.2/.2022
®
BULLETIN G5
10.03.2022
8
BULLETIN G8
01.W 2023
BULLETIN G9
01.30.2023
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01.W.2023
DESIGNEDBY: M
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srnnl R1.7xDo
670
_
1
=
- --_____-
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vPvc mnzDx
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1
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-
665
T
6fi vvnrx PiPP ckovsiN�,iNOPR m
I I
=% vsMH I,f
1
IW IIL SSL al IE,r A SS"1ri) ASP11AL7Irtlll CpyNLCTOR
INV. pL[T:E6RE7 X SRMil 1]n ISEE-`. IE ET C•T 1,A1
iHV tN .4 t11EA KAI lm
$
I
I I
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8
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as
IS
IS �8
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as
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vd
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W+UV :F4 w dl)+QU W+m U*tm i$"m y1+UU Nr+bu l 4UU M+bu blo+vu I'V+W !0u+Qu 'W+7L1 ui+0u 501+w `JL+W W+74 w+011
PROP. LONG CREEK GREENWAY
STA. 84-00-00-STA. 93-DO.00 PROP. GROUND
SCALE: 1- a A0' HORIZONTAL EX. GROUND
1• = A• VERTICAL
\ / / /�d / PROPOSED CIA4.S+RD*AAP I �.g, •f'
LESS. 28' %n`F@.'
-J+ FEW PLGOOIYAY fm..f 05DH1r 40.
s�11E0ER 111'P} [ T
WT 0Ei[.NSA11"24 SEWER: 657.9]
* PROPOSED S' ER '� LriYALLNCOOT 9al80 - - - PROPOGEC 17
A &T TRAL ✓/
MOULDER r,YP.[
u a.ssmPl
PROPOSED 1a• PROPOSED CULVERT 010 ��• d
x-7771TYP1 'ffi A P�
!uos2w) 1 R `� - ' •��
�PROPDSED ClA55&RiP RAP • �-�� '�� �''�
_
Mir
5 �^ - -- -
TNI�g1E33 '
rl�•---N �----'----'-.-.-.- -'--'- r..rur `�� ►a.�n.. �`r�r� �r•-
� l _ � - �� r.r...r_�.r�..«r_r..r...r ~~� - •eti+w ae.oD ya - '� --"--- m �� �� ±'���
---------pr�,e��wr�r..rW �• -r.,.r er ar. r.r--�,�.r r- - - ----------------------eo.00 D0045Pc- �n.•w _ `_,,�-"r`�r _..r
---y�e��pr• ��' � °"rar.nr-rr vr,••�.,. - -- •I3 �:
_ q
SSMI
0.'!1•M J �j N-NV GIR.6%.OIIIX +F�1Z11
yy PROPOSED 1r I PVC® . '�
E f. y i . tv Irry Our aee.ra q
S* CONCAVRAI ��� iSDLF OK YPP�OED
.� a ERE SANiTARy E><. S}1N-,28 rr ' l� �.-
SELYEREA4ENETIr(rW.j m er m
E%ISTMG SARITARY al'1NV. NI. SBSA]IIX SSMN 121, \ P +~' v 4 n µ . ��
SEWER UNE [TTP 1 ]I -NV. 011T.BB8%T IEk Am,IR tRi] � • mot• a .. _ - W . �?�
WICltINE•9EE SHEET F tlA DnInNUAnDN
m-
�rYrprer^'r" r ■+�E,,,rr yyLLLy
„r^ _
STA�69E72.00L� -mv aRRD
CLA4 RFRAP SECrgN
eX@iW WRa1BED PVC 3WRAR'! ISEELEETC-137)
9EIYER CROSSLJC WDEA 1R WIDE
AspT T DDRNEGIOR 7'fwL —OSED VITOM I SEA
15a*FT al,1AI W121.00 SEE
ENLARGEMENTC447
UE $ZQREi YOU DFGI
CALL 1-000-032-4949
N.C_ ONE -CALL CENTER
!T•5 THE LAWI
LEGEND
LmdDesign.
I2J NCREII ORANAR STREE f
CIIARLO'RE.NCZ810a
]W &'-11179
H71u MWY LAHDDESION.CORI
ruAllWise nc.wa
WILDLANDS
F Fl GI Nk FN I ryn
STV
LdJ 5oP r -
�.-p. R wA k1_
LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 485)
MECK[.ZN$URG COUNTY
���+ 102p191
REVISION I ISSUANCE
tlESiGNED Rr AN
DRAWN 9Y JIY
n DY ARV!
vxcpcc
YERi 1"4'
NaRz ,-„a
GREENWAY PLAN & PROFILE
C-2.{1

1
I
I
LL
sEa51
�
E
I
1
I
I
1
[
r
•
I1
690 1
E
1
I
1
4
�1 I'r SFh=931H321
�
I
w rr ELEv •eissD
PYI STA=B3•iD 81
wr rl srn=roa•woc
FLEW=
NIGHT
Ptt ELEv= f5�1
PVI SA�500.w26m85"
fi&51 nD.=a.n
[ k.aa aH
P'n ELCY'enss
} •
E
12180'NC
X :XIX
1
1
680
l
F4m
I Aww
1
1
'_ r+toP
crsADr.
-
1
675
1 3
1 m
EX
G l �- -
411W 1
PROPOSED MALE-
FRIDGE IS BTA:
H0. .G0. BEE
.
1
WO 14
❑
E
N
=
SEWEA PiE
CROS G I NDEH PROP08E0
S 01W DIWWCE DRCH
SSA .-w
z
m
1
1
45.10 LP OF N'
MWED [e-mail]11
tali. (-I rn
)PVC P 11 (I1
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1
1
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q.
Irrv. IH.9e{.2/1Fx
IHY Ol+r
ssu�r lee
rspvN.ff"31�O i 7n Lex
OUf gal2p
=5SS ur2
yE]( SSM1Y1�1251
H•1 s
SSW Fl-1
IEl y1 Ex SGMKI��
'
E
r
o
[
+L +L 4
m m m
d i
m tom
� /
mm
/ -d
dm
eH
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II
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28
e3 IA
mm
q
ei
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88
mm
88
mm
8;
m�
88
IDm
88
mm
��
mm
�p
mm
��
mm
d.7tw mtzpu wilv1 J "v YJHAl llq+ �m"m `Jb m `J l+ W-W uu+uu U"m as*w bw+af TUG'w ]ULPt U lul*uu lui+nu
PROP. LONG CREEK GREENWAY
STA. S3a00.00-STA. 101 a50.00 PRORGROUND
SCALE: l- jr HORIZOKtAL EX. GROUND
1. mod' VERTICAL
l y I Iy l I j RPDOWAY 1— 1� /
ll�
r --�
_— r i nc�rJP... �._____ ___
FIMM5ED O -
E1DSrWOSANIiARY ASN1 Ll lea
SEriERLASEAEHf [rvP.y HiC2.821NP.y
tLIS11Hr. >.NIxIW PA��P]P,EDR
sect-R Lr[ ITMr1 sHauLcr�e 1xrPl
.�—
}�� Fx SSW�a1i1
- _ -- ` _ _ _
- - -.� -
76' WY Ili 1a51i (EX S9EIt4178I
L'-� DOT. M. IEIf SSMH•1281
E% SS/AHin - - -
"wry
� _ _ _ -_ _ - - RIR 81i OH - _ -
_ _ --
�21'NN
_
1FX - 21'IHV.IH.98/.2a S Mll
- - lily _
- _ _ _ _
_
(gttoR CHxIHSL 6fz 1E
(p0ttpn. RIP RAP, p1R ]p
TOP OF Elf 2/'SAHITARY SEYRR l<BB.10
PTaDPOSEo L • 1 RPJIPP
iHlwless 2r
pSa 17
PROPOSED —LE
YRIDGE O SEEC-? 11
PaoFaseDlr *q!�
DOIMIiETE TRLIL .r �1G222 [r1'P.I _
I>iLaPosEos '
SIW1lIDE9 E11'P i
95
90
65
BO
75
7S
65
6Q
r Do51c -
J
Ex 56uH-ti5
qMGtl1i�- ._ si
24'lIN of f1A421 is SSEIH•1291 � � " � +
--�+G—"r•Drv. our ee'1a11Ex sHr•IHnr ��-�
rM-
--EWER VIE CRG%me'..0an
STASTA n ED STIXlM ORAIHROE ORCM
99.OH
FRGPOS .DITCHaSISEE
SHEET "-I
(0
6EF9REi You DIGI
CALL 1-900-032-4949
N.C_ ONE -CALL CENT Eft
ET'5 THE LAW1
LEGEND
e+1wW. Y .•�.�.
LmdDesign.
TAKCQfHOIUINM EEF
CIIAaL E.WAX2
taw MWl LAIJODESICH.CORI
»•MllrxasF acvs!a
WILDLANDS
F Fl GI Flt rif I ryn
STV
`•4iNMaiN�``�'
EA �Q.
r.
LA790P r -
�'F:IHE�P.
06/7 3 /2 D.21
LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 485)
IECKLEN$URG COUNTY
1020191
REVISION I ISSUANCE
tlESWDW :
D"m 6Y JN
DY AriW
vxcpcck
WEHI Imo•
HOlii' 1'•Ib
�
as
GREENWAY PLAN & PROFILE
C-2 -12

Ex6TLNG.N•A.ED PVC S—IM, SEWER HPE
R%aa ,U.0EN 00.>1 IC DRArIAGE SPALE
Sf, tp).00
PRoP 10 LE OF ovNC M ENrn5E1�N1 -_
FDR C. ? swm, SEWER IREEER M
al INVER DErAN STANDARD No Pw',
DO— N'. G7-,D
PRoMsED 1VE% LIED DFTO,
YNICgIES-S ta-
wr" (erANNELE 'x
R rtt o4,;—E1 6-'* +N &a
TOP OE EX TI•SNlRT 8EWER0 ..9/
PROPCOH3 m
S ESTA: 10.00SEE
E NIAWA-ENi "6
PROP ow 4or —
W ONAU
f18' SNCKNESSD
700
695
690
686
676
670
665
1
A
_
E%I-Nf
.—
ORWEeEAAI
ii
.�
LOWPIEIEV•BiO.Bi INTERSTATE
. PVISELEY=8R1A 485
AO =alf3
T p
z
KA WM
y=
1DD 87rc
3'
f
rx
PApp
41 1
G vw -
owl
8
p
g
_ _
.
SENEIi PPE
CROSSING DNDER CONCICTE
[TL4INLOE
SWAIE I
SlA. 1D2 AfJ0
II
---
. ____ ---
-- I
'mod P/LP DT2n•RieeEO
Pvc�o.mvs .
I
Rile yfSm
V H- QKl'A� lL% 5SFw-4lSV
IHVHOiff (®S 58 p-%. 33N1117JD
660
101+50 102+00 102+50 103+00 10.3+50 104+00 164+50 105+00 105+50
PROP. LONG CREEK GREENWAY
STA-101 a50.00-STA-105-50.00 7ROP. GROUND
SCALE: 1•-M)'HORIZONTAL E%.GROUND
1 W VERTICAL
70D
695
690
685
88D
ER CREEK
GREE"AY
DHASE 2
675 SiA.,os
crD
865
i
K
m3 w DEED aoo� 5,as I.E
wPROP. CONCRETE b �
81NN1LDER AMD T � -
w CoNoRE1E SALE
PROP. DONL'3EIE
S,KKROFA
W 4
ed
10,
Due
-Ex 58MH-,M
si500-
e 24--mm,E1L8$NN 1251 llk"
_ _-- .J — ` I _' �h•q OPRO — ITFAIL
>m PRDADseD r
1 `� _ SNou.gER [1w1
ELErCRE YOU Of GI
CALL J_E!0 _692A949
N.C. ONE -CALL CENTER
LT'S THE LAW
LEGEND
NIA,An„ —
mlo�w aao
wwwtwP�a..AAo.,�
LmdDesign.
I1JNORfNDRARAM EEF
CIIARLCT E.NC2R102
!W &'gym
Wise
Fil4 »/AI
Mt l LAIJO .COLI
IWirkNSE nr ps!A
WILDLANDS
Pm GI Nlt FN I ryn
� STV
't.1,L55 ir.1'Illll+r
t 4�N R6r�.
`EAL
- LdJ 9D2 r -
'� spery.Rl Y�A`
Q8/T3/2Q2T
LONG CREEK
GREENNWAY
P
WATER QUALITY
IMPROVEMENT
PROJECT
(TREYBURN TO
485)
�KLENeuRG CouNTY
102°191
REVISION ! ISSUANCE
nMGNEDW —
DRAWN 5Y m
DY AfiW
xC11ECKEo
VENT ra•
NaRz 1••+0'
0 2v •p
ep
GREENWAY PLAN & PROFILE
C-2.13

730
725
720
715
710
705
700
c
690
SIR
iBr>il A=]F
IFDXPTELEY.718.D5
FN SiR�9•x1 SO
FM EL IN=11pla
. AD 17
x=xm
n1W
Tarr
SDw K Pr PIEy=MIr82421
PN STA %3.B➢.7D
PN ETEY•118,8(1
AD. r;.17
N=140
417,VC
e
a cc
♦f, 6. .
�T .
gEP* �(- pEwALK
TO BE RFMD+'EO AHD
TO ue
REPLACED wRH HLaw
.
_
�
wircDNcrrESE pER
DETxL a'c 2.5P
I
I
s�
ss
. LOW FT STA.DM1288
LOWPTEIEI+mm
FrL 9TA=D•aDm
PNE[Fv=RBm
$� $ i'
� •_ :
* } 5
W_ S
�7� �
M1 d.
N'�
f
�Jr
�-Fnr m
L pgppl cv�
rrYr.l
+
t
r
EXIB}IH6 SY
REMOVED AND
WRH9WALEDRg0E".
EHD 80ud
yI tAAWNRAILS
CPP TO BE
REPLACED
I µKPH
A
N1=aI1
K : R
$
C ssin
F••..
II
m
'
.
PHOVDBeR
rr WIDF
BOAPfI
.WIM
HAXDRAILSPER
v
nFTAq, DN
cx.sxrocx.iv
SILEi'.Ts
"
WHEci1DN LD
— — — —
I INir
AL.L[.HMENT
WHBONrCAY [aa
..........
vrll
Wf RNf1
WTrH HANDRAILS
STA 3-20.M
!g
S
v'Iuv'i
S'S g!$
E;iIn
NIX
�I�
UTUU UTw ITW ITW [TLNI [TUU STW ,71W qt u % ! TW
PROP. AMBLESIDE DRIVE CONNECTOR
STA. 0+00.00-STA.44613AI PRORGROUND
SCALE: 1'=40'RORIEONTAL EX. GROUND -
r' = d' VERTICAL
� I r
n.
■4■41r AurcMa•e _ypAFELMEnrCLNiaTcIiIo�vriar mv.l l
•Ta E1C7fEoHOAITEXC{SiJD
ESHGET UDR WVRf1FyIXE3Ii3Er3DAND
I C-..0D �R ■C0�
i�1 y pWR,PIrI'
L FEMLvo YEKt
,k�- . " " . FLOODPIIW fTYP.1 I• . n' i. �:.
'MtH R'1NDR049 PRGP0SEDi • �,
STA O.N.BO .- EASEMENT ' 31MI-DER M&.1 1
.a EpSrR N U OFMEAR PRDPO9ER P
■ liry a• FENCE TOM REMDYED (fG SWALE BRIDOEI
R PC•{- �, F "� ANDREPILM" 1 9. CMCRLA TRAILBE REMW16D
STn i•EOW
■;i■ �. �� z.DB SEg m1,7wDREProwRN
_ R�..ep __ SwAIE @FIa7GE w, SEE GI ++
G2y '*� PNOPo3BD B' YROF
' 11'LT1Cw �f' HANDRAA.S PER ► 7D Py®lIo
bETAIL ON SMEETS - rys' pRN •E ERSFLERi
I •cx.axroca.av r _I E� � f LWBf 25
• STRx m.w PM#S,D
+ :1' EMTINGSANrIAFr +
9mk HAHHOLF 7O
.-F•,'.',',. •.•.•.-'.•.•. 3; REMAIN MAP AEY
MLFCFFEH[FiOBE f J
�` � . ` +$j�', 1�.' 1 r .' ' • ' . .' �' � I ,y 1 ReMDYEDAno
p - • { "` � REDUCED
-'• '- '''.. ..'.. .'.�' _ SEwFR EA9EMEN} P
F E3a5TINGWGTLAH0 - j ' PA4E 510 Ij
1 r TOK! PAOf "D
CrTPI
730
725
715
710
705
700
695
am
i
s
�E1fISTIM6 VALLEY CURS 7O RELWN
FRDPp[.FD GRE�IrrAY
LONNEOW_ TD exrBTwG
SIOEfYAL1L W AMBLESOE DRIVE
SEEIFAVY WiI'CONCRETE
DETP; AC-7 42
IV
EMSRNG f P1AITiBiG STRIP
4~ EfI31HlG A'S�EW,W[
Pw. R�op�RrruNE
NDTE:LNIE iO E% qEO C CI OR
GiN tDE
DOHSTFwDr i9,1 S F. ENJTPOQ4AuLuw LpTV
uHDFH ST., tlit-RF4wiL oUiAODRA.CoEWATED
CIwDELINE3 WERE 1fUL1Zi0 AND COORDYIAIED
AND
LAGKAFNBVRG GL]LINtt AFM ANp'ARN REC
DECREAiH]N
BOARowALK HOT&.
1 ALL SOMOWALX LESS TIM BD RCHES RROM TOP
DECK CLCVAT ON i0 GROUND UEI'ATION) WILL IX V
REWIRE Tp RAILS ON EACI, SIM OF BOARDWALK
2. ALL BUNiLYMALKSGkLAILR 1-30 McHES tFROM
TOP DECK UEVATION TO GROUND EURATNNR W
'OUIRt rwMAGUAADRAaS DH l msKk OF rnE
DOARDWALK. ALL HOARD ALKS W L�AL
SLOPES Ie9S TFwN 5 m .—ORAL BRA HE r RE
INWORM
D. ALL BOAROW0 L WI IERC LONCITuDRN_ SLOPES
EXCEED 5A0'L, HANDRAILS ARE RECAIRED ORIECTLY
C ECTED TO TIMBCR GVARDRAIL.
4. ALL OAG TES MUST HAVE Y SI KIULDER ON LOCH
SUE 1.11, CpH11I3IDH"ti DO Now µLbw FDR TIES
THEN 1TRBEH APPRIUED TD BE
INSTALLEB
PRGFVSED TRAIL
CkR TER I M3E [IYP 1
EIL PROPERTY ME ff".)
(,1+ FENCE ON DOUHTr
PRa�Extt
1 ti'RD'PD.9T;D7 Tun SHDOI DE.
Ex.ADALCENT GRADE 13EFORE YOU OIGI
CALL 7-D9U-g32.d949
L 1 I N,C, ON E•CALL GEfV7-ER
17'3 THE LAw1
1 1 LH my
I I
PROP f W1UECOIICRETE
w W',TOR TO
AM9LE91pE 0R
SECTION A
SCALER'=VY
LmdDesign.
323 HCNIN GRAHAM STREET
CIIARLO'RE.HCx6l02
04 WO m
W WY! m SICN.COAI
N•: FT70 >wNAq IrkNSE nr:ps!A
WILDLANDS
FNCIFlE ERIN[3
STV
�0f��
- Ld750x r -
�.-p. R wA k1_
06/7312027
LONG CREEK
GREEpNWAY
P
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 485)
?AE:CKLEN9URG COUNTY
�vcc�cw PAcuL 1=191
REVISION ! ISSUANCE
I3ERGNEDRT M
DUMN m
.rxr mcC DY ARW 'I
Ye r :—
FK*V An
AM6LESIDE DR CONNECTOR
PLAN & PROFILE
L * �'

720
715
71D gy
u
705 s �
700
695
690
LOW PT STA r 10T a0 -
LPW T'T REV =101 Yi
PYI STA, 1KS81
PVI EIE I a'/p,
AO
, n _
22
4u �
MID
1+50
2+00
0+00 0+50
HIGH PT STA : 4-54M
KIOK PT ELEV = M2.w
HGN PT SiA=�, pY1 GTA=aw9T3
i+T PYi 5B
HIGH ELEV=i
PN STA a E,11
�IEv=',t
D. PvIE-O
D. BDB
"°• c
LO PT STA=-110M
KaBB.RP
"'�Y
-�°� �"�'T
PT STA=2a1660
. Iq�P}ELEv=TaeL
LOIY Pi ELEV aTpg-„�S'��
pv,5TR=3wE 97
1%/•VC
Ar"1
}}� �i�
MSTA=Z•633'3
Pw ELEY TOB Oe
Pn
-
R�=518
AO_hD.2M8a
1
.��
•
K-&GB
XA1'w
W
AQ
All $�
F
w
ml MI
a '
- i
�L� •3Tti ],W-W
PRGRPB6P
,ALE ALE B C17. M.SHE BEE ET c.T,t1
720
srA 775
ELEV l,l A
PHapPSEp HEAVY Pu IV 131N PtE
RAIAP TO EMISSTMIP FgUA WAV SEE
EAVY PINY P All- 2 2 N A1Q 10
Ii UI'PETAILIc1M 10W)
I
E%GiNG
Fr$TNG STORM SEWER MANHa,E l0 8E
LD EO TO{TSB,51 FRAAE ANB PRATE
REIAOYOVLT CORTRACTORTONET OP MCETING
wires DLl WATER PRpR TP APA15TMENT
-- txgTNG 6T MIP SRTIITA9Y SEWER RR'f
2+50 3+00 3+50 4+00 4+50
PROP. BELSTEAD BROOK CT CONNECTOR
STA- O+OOAO -STA. 4,58.59 PROP -GROUND
SCALE' 1-=40•HORIZONTAL Ex -GROUND - - - - - - - - - - - - - - - -
1 ' = 6' VERTICAL
705
TAHY 9EWEN iq HEM4W 7D0
Sw
5+00
N 4 TJRNNG SPACEAMMNG 1- (2R AWfJ
�.ene
_, ENav� Pwsn mmmoa .. � � m onTla
+RBnTurl.
] TYPTAILY, 111E gSPM'AIT. R1nHw0 SIAPC 'YAk1 Ape pinrn
THE CENP61c SR,DC C^rr0.W,IIr TCR 1XE +DMCE/R T19EEi.
]. YNIrAYI POSTiF_ LW wA oXc 'MC LP OT 6N101 M
RAW. N PI.iG .a;.c, AMMPGNAA CATCH IDi415 ,ur 9E
1ROY�REA W 1HE 59Es OP T.E P.rIP N ,IPaM2E aMUM.
TCn +., THE RA,v IPC+*,01�
s,MPE iCATM 1lOAll4 ,O errJc v CUa� a, PIMP
6 LESs THAN k-3R 1HEN TA,[ y!>r[ CBCM iy To RMN4
B- '•�
f110 TfF➢'ii M LGIIM M 111E MFfEAENCE
Ai 6MYP Mil � L TX
B[RMF,r [SE ADPEEUM TKAN ISa,[.
E W
'�
L
CO/RNLE
!MENEM
lffn=Lll�lll
HATCH
�1 SIDE—K
_ %ORE -ti uP TO 1-3x Lxo µ11CJ
. -- _ DEAN VIEW swPE 'C . L'F m tan uAx
NOT TO scAL6
rrnrae �� f � 1
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16 9ETl[f W RNK ot,14 AT
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y RNIP MP i0 ?.sx g.W
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7'-O' VALLEY GrttgR RAldP f]ETAIL {RE=MKBT
]MULL RAIAP SECTION AT CENT RUNE N
■ r.FFY 4F CRARLOM PERPENDICULAR CURB RAMP
LAND DMLDPMZNT 57ABARDS WITH 2'-0" VALLEY GUTTER
clrunRrrn- Wz61� �r 113432
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m ueev,
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- ' PRONIVTOA' 2'SIIC%ILOERRYP.I /'� f t812(I LE DF B•CAidieNm PpeglS]R1L 1
BUSTMO STPRM SEIYER MAHIK]lE TO BE
_ UU ER TGUN.15).FWWEANDC TETOBE
q : l -'� — ,— RENqu�D. CONiRAI^TDR tO SO VP MEETIND
®r WI l � sECTxx, TURN
iM YrtiN CLt WAi[fA mMM Ta ARnurrnENr
i r(� WIC1E CPNCRETE 1- EHO SYL OH0ftT(
Sr j PTYN EOCE TRAIL IIRA%OF G4 Or TO E SiA Pw0A0
SEE SHEETTCn .05 T� TR°� PROM IP TDF PRUP0. 5 SIS �. .
I r C11LIR13, BEGN91IIOE' �•. BR4GE #SEE 4f,1
NNE'IrroRAIA�IN. HI CoMCR6TE TA-
ANTOman*
1 j .
`MAT ExRtNG�O,P „Ny ��.rn +
C,4RIE -�E B11FfP(•-�.C6 FOR R r m a n i SANnA1iT SEWER PEE _ �.'qy��
+•( y�r C 1EUTA']H CROSSBx3lIHOERIV '.. ... �'
ff = I l woQE AW1en.T TnAK -•• 1
• J TE1U 100 YEPR 1 _••••.;,�
•:.•,
/ ra ! i yyff PR1]POSEOCLRSS BRIF PAP (12.]B TORS)
TO EIREHO WNR MALE OODUK AID I
f r r • Ta [iREEMYAY T14CRHESS 811lr
060 A' 1 r r r
i< r � I � ■
- ■ INSET 1 ■
IX ssMwtu` . -* mow ■>A amp :
W O➢r.BA EMN
■ 18'NN pBMJ[SS ..A2�.AM•1A6) f F— Yi66,6r BELSTGIGYRDOKCT
1 '�•�� { i :8'IM/. WT.B&.]afIX A1K.1�81. �- l _ — _ A -NV. p1T;TI61ElBX. SSE1K18B RI)— ---- i tw WOT MVj
■ I� r, ■rfr■■rrrrrrrArrrA�
■ti m ■
n �A� ■
■
ti ■
l \\ BEFORE YOU DIGI
■ (3 GALL T- CALL UrNY
■ +di TRAHSrtgK N-C. ONETHE L CENTER
■ i fROA1 CCNC. ITS THE LAWI
8AP20 TD7 ■ C%14TiNG
■ � � ,n� VAILEY GUriB ■ ro
E%IsrNP RAY PROP i ■ -WIN _
■ y1 � cancRErE BANo ■ LEGEND
.g
IIFAVY dRV CCNI'HETC
■ r � EUMP TO E]tlSiNPROAOMAY SEC
XERV DE7-LLPETAIL 2, 0.&N ANC• EImR6Y1 EVlt
■ � RAAW PETAq 14PDM O.aV
f 1 ■ nvp:w .......
■ � � IP RE]MIN ■ rdiogatrn�
•'., ■ ,AoerI
INSET T Ira w Y BELSSTEAA 9RWK CT ■ .wa1r O
LPC'1 NAY) ■ gwgr�
Lr■r■a■rwrrrrrrrrrrrrrr)frr�
LwdDesign.
T23 NCRfl1CIRNMMSTREET
0IARLO77E.4CAllT2
iWlIViAHgCse.CORI
vr: FTIa >MUA 1Wise nr ps!A
%gvw
WILDLANDS
FN GI NE EII I ryn
� STV
e
� P/III I I L4L1\ 1\
I
�e
06/T312027
LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 485)
MECKL.EN$URG COUNTY
iPBcuf 1020191
REVISION ! ISSUANCE
nEswNr•a RT xx
rarnv:N 1Y Ay
llY ARW
YBNT Imo•
w. 6ELSTEAD BROOK CT
CONNECTOR PLAN &
PROFILE
L ` lk'

w3. PT STA = 4Ee
HH01 PT ELEV r M BB
PN STA • 8.9210
7Ta PYIELEV:DBB25 zta
ig
& K:921g
� F � '�_ I I PROPOSW BRIDGE ry
REFER TO 705 -sa FOR SDCTuRALR i
WS
�3 8S
a rNN: I I BRIDGE n WM-
01. ;
BOBS LEY: T01.06
�
700
El
Ergo BaMPWAL-M700
- - ----
- -._. --.-._ WITH GLAiAIN+AR$
9Eri N 9QAROwALN STA ].90A0
COHN(C PDWNI BRIDGE . wP1: 0 W IH GwRrgWLs
EWNALW'NLIENf I I EsnrA LEM M1.0 =-1 GNAgE
STA 1.80.50
1KfMp1yKK ELEY: T01.00 RYP.I
W ZTANr20.00 _ _ { _ _ _ _ _ _ _ _ _ _ F.IMIm ._ _. _._ _ _ _ _ _ .
FI,f EL
sss _ _ �L �.a,l
ENO N[wNgveALrc I 10YRE%I
ev slA r�+S �G Iw8E46Be 0.gl - -
!
STL19 TRAIL FOR FLMIW .
_ CONNECTION TO .
I FxisilPc: SWLTONNALTWAY
690 _ 1'lrll.lQf.
E%OMADE
l rrrP I .
685 685
� I I sANrrARv
SEWER
, EASEA1ETor —
.I 4. -S-f Ar ElpAppWALX NoiE:
CAGS"SM1G VNDFR
680 STA D-4Ass NRlpr 6� r OECK Fk EvwALNs Ok DUI) C LMIENP"Ll, TCi
WMIR ETOE RA is vNp h SIMOTK.q WILL CHL
AFOIIIRE FOE LKSGON TER AN OF DOARDWANC.
• ]. PLi BOARDWALKS GREATER MAN 80•RiCHES IFROM
TIN' DLLH LLLYRIION IU GROUND CLDYATIDHj vII L
REWRE TIMBER CW DRAIL9 ON EACH SIX OF TW
POMWWN,N ALL 00A Wn NS H1rN LGN011WbW
SLOPES LEA THAN S 02%, V1fNDRAl WU HOT BE
. REO111RE0
,ALL oWAROmAL, w1EPE LCNGITVOV A sLCVE5
675 675 WEED S.m%L I MWAL8 ARE REOOBIM DIIHECTLY
'a a Big SIR PIP gs Rr 'v3 Cp+NECTEO co fal9ER e,mop
m ��}} �t m w APPPOA IiE} Must HAVC YSHOULMR ON EACH
99 m g � � � p � � � � Eli SB)E. H SRE COHOfTIOHS DO NOW ALLOW FOR TIIF,.
0,00 0+50 1+00 T+iO 2+00 2+140 3*w 3+00 4+00 4+50 iVCH iPAER AFTROACH RAAIHGwRl HEEDiO BE
tM}Au[b
PROP-SHELTONHAM WAY CONNECTOR
STA. Of00.00-STA. 4118.00 PROP. GROUND
SCALE- f' = 40- HORIZONTAL EX. GROUND - - - - - - - - -
T' a A• VERTICAL
- , � - •� FEIM iBO YEAR-
-.b. ° �... 0 • 'e. � ' -° -rLOODPLW ITYP.I _ .. - - •�
S8 •♦ &-
$ ••\ 'oaLwnc« Fy� wEnrwPtoei-�+��. ."a�p- _ I
10
a NA FaR — � ♦ - `-
. N Kyp \ I BEFORE YOU DIGI
�o s \ \ ucP 4 ♦ _ \ CALL l-800.692A949
` N-C- ONE -CALL CENTER
0,' ♦'• 708YEFE9Egpm 1 I \ ITS THE LAWI
`+.1 l\ 7■ .' e L ® 0 Fk'rrrEP LrE e<acF� d I \ �� t Y .. P pPv$EUTGAROvA1A , •or000°FER= _ - WITH WARORA4.4,sEE^� • �- �- '�°� ' Ex toSw~SEw♦ER� �i�i' F �-TIUL C.2]t Tau P2A0 ♦♦ ♦ Cx£HiEwR1pE "" eaoa v6noe sae / , IrlI /
LEGENDK
RxE
'r STAIS•
RED RINuR B 1 �E-0 &TEDA ] ♦ *4 ,
CONCRf O. niRN ODD -FEEROLA98ORIXiE 1~ BEGIN ROAIWW4q.10 r•� ♦ 1' �' ADO ALTE RNATE 42 .....,.
E04E WVLRU ALK $TA v0000 WRH OiIPRORAIS "H 'b ♦ N ONCR SY CCaE TIRW DOXM EDGE . _ _- • _
APPROACfI 5 • 9rtl00EtYllt: ♦ . 2590 Lr OF HOAROWALK NB .. .........
PROPas€i1B' •� fTA0N6.]0 �"', BTA 1.aA0 t� \ ND.SB LF Di90KAT ANC nO mluwrcfrao.�•• .
acAr:DwxxvP L % ELw wfan \elv: ln.oi END BOARDWALK nD � _• �• ;Ii wosr•DvvrLVDKU BDARmvAix0m -- .a.,..,...
IYWDRAlS �® � lYfiM OIIARDRUL ♦ �. fQ+IDGE a2 Q
-%F OE TA" \ ��■ i ..�� Ex 58AIN isx y �y 5rA 3.9G.(G \, _ '� �1f CDNCPETE 11NrR
ea Gz row.o 1•._ \ ` raomeaua w...l:, O
IIEGTN NvARPwN,N /B •, \; \ Pr', T\. wETLwD,o eE , r PRCPasm f -
1a iw'/. W ee9 Ba ff-1L ss1al.l4z,
STA 0-1MORAR.S PROSEcrEv[IYP7 ♦
sTA D.zo.Do s•. 18'1HV Dur.esa DBlEx aernHuo1� .- .. � 1 fir' pr*EkAR1 f ---` '� � •r ....n
EHO BOARDWALKS ZV�' `•- �'i.. 1. 1 tl * ```���hhh ^�y�-M__, _ -�. ^•'s-�F
le mlM • _ _
OlIAROPAILS \ ul.sd aenwwt �+
'16 - - ------------
4?b ;!i , ea . 'i 4 -�4,, '� `•, . , Is, ry wrP KEr _.
TRIBifrARY iO ,• i
"•y SAHrrAkv sF.YrFA w• nuw?`•.4:•' PROPGiEG TitlB CALPiHNEHr. �.� NLMiW : y ifi �.• :: SEE CHAPTER 6 SFREAM - -�- u�' .. _ _ % r• c
• r 1 •. "''9" ! \ 6` \ ` \ _ TDRADVNPLANs-- r {�� e-. ..}_
. •`'... s+wlrNxr sEPrtP o �` i 6N,
,- s'��• i f
T•i \ EA%WE i14
rTYP 1 ■ �. ��..�.�.a� 4 e 7 •! r
LmdDesign.
T23 WRM ORNNm STREEI
CIIARLORE.HOAllr2
RN & m
iWlIV LANDOESICN.0
Ma1 »IIWise n C•wA
%b
WILDLANDS
F Fl GI Nf t HK I TV
� STV
4011.111
- EAAr 7
LC3 Brij --
P'`GINE�P.
rr 111+��r
06/T3/2D2r
LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 485)
MECKI,ENKRG COUNTY
iWmc�PD?rr 1020191
REVISION f ISSUANCE
tlE$iGrFD 6r iN
D"m By M'
xQ ECKE0 By ARN'
vENr
F"PZ1 'H
?v +v w
w.r nI$HELTONHAM WAY
CONNECTOR PLAN &
PROFILE
L ii •'

705
700
095
690
685
68D
s15
m
s65
660
Low Pr sTA=B,saar
' LOW PT ELE'r =695A1
. W15tn=E•17 K7
PVI FLEV =l9s 35
pn =4L+
K=2D.W
S
�
G
:rg
iF �
i% _
L�
1Y8 i 1' VC
'" PROP GRADE
1
i
I
�
cNOLIw'RaL'+ALx1
- ,
vn tiln=+•5o 0Y
FIFv=4®oG
fr
OF.GLN COWRET[
STA 7-$500
LPW PT $tA=O.5P
13
8
I.F4L+Rxu[I,WneKnT+.
^ SEGINPRL001 W S
-
LGWMELEV
PN STA =
PNELEV,
=e1y 54
0•B8.9B
MIX
p$
+3 g d
STA 7'L'(100
CLLP RRIf1 .0 ad 6CCIH
ES(]ARDwAlKc1J
_
.
PROPOSFA BRIDGEµ '
/
Kb 7118T
70 CHAPTER 7
REFER'
STA 3•DJ 00
FOit STRI/CY4IRAL PLRLi3 s
5
Rm
. $
•
�
TDDGEM
BRIOGE"WP2:
99!!
S•+
6
� Y
ru
wPf: 8TA 2•QE-00
LEY: 8i3.rSl
SiA 1.oO.00
ELEV: E63.15
I�
0.�
I
0.
PROPQSEp pOARO1NAf
K
: HG BOARDWALK
HEiAR BCu1R11WAL1[
N12,
NT 3
1
.
C
HAN
�
'�-
DETAILS 2.WML.
pFTARS C�Y.OY
LS
C 2
iO DaLO
OEI AILS G2.32 TO
DU A 2.32 T
GIiQ
-'-'-P+r
- - -
-'-'- -' - -._._.
-'
- - - - -
- - - -.
u.m+L
BE[i1N BOARUWwUE
Law CHORD
�T
---
---
---
-- Nil STA 1•ED
\
ELV 601 i8
\
N_
FuruRE
IWEELOW48j
ff-1
}
+
.
'a YR ER..
.
I
i
{
PWFFI en 70
.
}
{
PRaPDSEv
REALIGNMENT
}
I
OF LONG
CREEK, SEE
CIYIPTER B
I
Ex151WG 7
SANITART TR„-R
f1INGVEAVAC
PE CROS31H6llNDER
17 RSPXALi TRAIL
-
0+00 0+50 1+00 1+50 2+00 2+60 3+00 3+50 4+00
PROP. TROTTER RD CONNECTOR
STA. 0+00.00 - STA. 7495.26
$CALE; 1"a 40' I4OR120HTAL
1. = 4' VERTICAL
1. tl
t � 1
■■iAi1E1 ■�*iiii� y � '
IMTCRIINE •SEE SHEET C47�f+RCiL CD1/+MWigH_ + ;
3 �
F.115TiRO$V RIRBEDIR 121 ANRMr 9EWFR ' PImmm D L0N6CFIPEIi
.I STA OR06S I+G UIYrER 12'ASPRALi TRAE REAe- AaRT• EEE
} ;STA D.85 } PFN+FO$-DS'SA,dAGEP ',I II '• CHAPTER 6TORATgN
WITH 6UARdiAIL
STA 1•'Wco
1.4,.P:x
-
BRIDGE N4
I •, S .lG9rSTA ] OOAO '
P l y _ ELEY: EHS.iS
r ETU BRIDGE mf BE.GIN
160A*m.�1���� END 17 f'DL• I HOARDWAyK41� Wf[H
"f^E•gpEy�ET'Q kin,i i '� �._. - BOAROWAIKN11 , GUARDRAIL BEGIN WARVNAIR
[•�v,.,�+ 1Y11H tiUWRGNI TAPER FROM 1I T010'
'"••�AMIIWf EE64N 9ROGEM ' S1A 3.11O.11
STA 2.0DIIO
BRIDGE M
1 1 Y y a SEE CH M END, BOARDWALK
•+ 7 } SEE CHAPTER 7 FOR i STRL RO3�41 71O
R F
1 TAPERGA11
1 1 UCFDRAL PLANS 7APEiCr + A 1
1
. Fx svnN lee--..' ,µ a 1 1 '•r..
,B 2E•IIN N:l6l.671Ex �Ieti+lpy t�
g; 24•INY. O111IT:SSeH&B71E]L SSIN•1 Try 1 I �, ' �
4
4+60 • N 5+50 6+00 6+59 7,00 7+50 8+00
PIROR' iROUKO
E%. i�ROLNID ----- -__
705
700
695
15.
RAIL
6B5
680
675
670
665
660
EOAIR MALK ROSE
1. ALL BOAADWAlNS LESS i11AN TOP
DECK ELEVATION TO W O EMVA1
10NI WILL ON L V
REGIIIRE O.-.30pH EACH 5bE GF EOARIr vnl K
7 AS160FUIPMAIKi C+R[YITED iHlw 7P+IP1Es 1P w-r.1
AF DEER €LFYAnCN in TSRp1ND ELEYA 1tM WLI
RFGUTAErlNas' L BOA DWF LKS WEALNNUT1,1 L
BOARDWALK fT' 110ARDWALKSriRII LOLL NOT BE
SLOPES LESS iI lAN 5 DDL. ,NNDRAIL WLL NOT BE
REGUI Hb
3 CACU(I R W%.HSw+P-RE LDRWTUQPULy MVP
EkGEEP Y Wx, RARIpR7,1s Af¢ Frt.OHgkp 11gIEGTI V
fARIrtLTEa Tp S+L@ER GLNwgFrpq
SIDE IFSITE*Dw MUST YNVE S' SIKIIILERORf EACH
OR tHis
IW11WE APPWARIS Pa R;rM ALLOW WED
INSTALLED
SIMSER APPItEfACH R+NING VIRI IEEO is
IR$FAI LEP
BEFORE YOU DFGI
CALL 1-000,,632.4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
1.E M D
vve©
ne�l�
AtAAuw'Rw ll+x iwAAa 0
IP.v vv Aww[ __
MAP KEI' col mlpi•
� Qne.rrr.r..
11
A.wn.waw_u.wo,N'R
Ire:il
-T
Anu-w
.uT ro ux
51
IAKD tin or Ltr.�
DLTDBPY " 8TA8Dd1O15
FIERPEN0ICULAR CURE RAMP
W{fH 2,-Gt•, VALLEY GUTTER 1D,d3 a
■■■■iiiii■�■■iiiii�iiiiiiliiiiii■El■fi,�iiif■�
CURB T
lip,
+ 4 4 E%ISFINC VAI[FY l �- ,
O REMAIN
;
}�
4 { � 1 � p�, 1L�r � ■
l 1
u1+DSCE 10Isn1RBANLE Rr>mi�w Box
] � i ■ $ ,. 1 I eRsnRG aw j
j } ■ TOREA
■ RELOCATED l' l +^^'-SF-� a
`y ■ N%K tiSEH ✓Vtil -- --- GATE VALVE
1 ` NOW ti■ iMi`iM AH
YOIPITEA W11a
■ D WIGM T�
w. ,,�:. ...:. ` i � �� ■ ■-' PRDPDSEocuRe RAMP ■
1 h ■ � I � ��- ■ �. �..� .�..�• - 7 I RFF aerqu Nr aHFET cx�
uw HORRDWAI K
- 'I c,[•, 15 WITH HAHDRNL �. �� Y i .•
IT STA F•$5 ■ E
1. ..r�4� '�`-� � � •. f .�4 # ._.. �..� � 7.9•+. • R .. - ■
r
�.
,Ya I MHP
•' .. ..�_$•- .�' .. � ��_. _ � � �.■ . �::. -'�' F FxIs7lNccuRB 11+-- ■
�~ _ �� ■ �NS ET S J� TO REMAIN
�f CrI3PHC � ■
•,.v"'r �'_! SIDEWALKNG �^ ■
es�.sF. �v..Llrr=e.a v~ � l I ■ I RLtAwn � � ■
Fl} PROPOSED POST
ETA 5N000 1 i� ATOW1&FPEND1 ■
2.
BEG N BOARDWALK
91 _ ■ ''_ ': `p E%19T GATE VALVE RO+ELEVAIgrI }a ■
,' BEGIN BOAP.aYYALJE RI3 RELaGyTED OUTSXK OF
111TH HNJDRAILS, SFE - } END BOARDWALK - PRO"AD RAN& CORTRACR)A Tq 2 ■
DETAIS L-2.32 Ta G2.4D N13 vATH HAHORML < _ _: v COORDINATE PROPOSED LOCA11011 I ■
PRpPp$FO Ip _ _ YRIHCLTm1EA 0 STA' T•&5.0E'
BOARDWALK1. .
LUAHIYK S4,L L1LIAILS i I ■ - - - ' EMSr.GNu11L.B[1i. ■
F. HM TEAR ` E%15nRG akNEPlAY V 7 '
FLOODP AN iTYE i / { �' : a S 10• ZD' ` TO REMAIN
' $ } ■ INSETI i FmsPNDVALL" II `�, ■
i i 1 cuRD Fn EMAID
ll B
■■■■iiiiiiiiiiir'�i�ii liiii■■tiiiiiiiiifiilil��
LwyMesio.
2I3IIORMEYLNNMWREEI
0IARLOnE.4CIBM12
1d au gm
1wmulmDESICN.coM
HG F.Nu tE1rAI KFNSE N�D4sa
w
WILDLANDS
EN C. IN E F. Y I NG
STV
r�T
-s4�-G616 ;*=
�rllFl r�l9ti �''S�,
SEALF -
W79D2 r -
.' I;'>• R WAS
06/73/202T
LONG CREEK
GREEpNWAY
P
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 485)
>',IECKI,ENBORG COUNTY
ixao�cN PRa�I 100191
REVISION I ISSUANCE
I,MGNFDW AN
DRAWN BY m
xQECKED BY ARW
YERi Imo•
NORI' 1••AD'
TROTTER RD CONNECTOR
PLAN 8 PROFILE
C-2.11A

705
700
695
690
685
680
675
blu
665
.
Rip,1 it Al A=1X,
wry, PT ELL, =rrc161
FVI STA =1-4n,
Pry ELEV- 006E
AD :565
K-wOB
ltaos•vc
LOW PT STA! 215 17
LOW PI EUV=W 41
P" $TA =2.0-W
PVI L -M'10
pm�p
� S
..-
-�
RA
G6
�m
m
rx PnAPE
rrrP.1
- _
LI
CO PTSTA•016,1]
LOW PT EIEY:B81 D:
P•n 51A=0.14W
\
.
Pvl E1EV=W129
/f
An =ate
=SOo
/
PROP Gfu[,4
xe 34 Vr
g pn
igSR 22
�e�
i i
rl
i
i 1
i
rR
T-
411
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
PROP. MAINTENANCE ACCESS TRAIL TO SEATTIES FORD RD
STA. Or00.00-STA- 4.31162 PROP. GROUND
SCARE; 1"=401 HORIZONTAL EX. GROUND
1' = 4' VERTICAL
e ;
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700
695
690
685
680
675
670
665
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CII6RLO77E.4C26l02
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06/T312027
LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 485)
iECCKKRENKRG COUNTY
� 102pT91
REVISION) ISSUANCE
nEs�cFcner ,x
DRAM
wxl IECKm BY ARW
'ER.
Rant' rvn
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CONNECTORS PLAN &
PROFILE
C-Z 31

RESERVED
r r+se �.�Aswwr
a wuweo ArsaxvA>E a\9E CpF9F
;AYERwv.{ALrnT as AN,AF
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apprwy�Ep prAF[uTF
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ASPHALT TRAIL
DETAIL $MTITLE
axpnprs a* axa nauv *p w**w
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It
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"ae eaa ttw
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a w
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2'-0" VALLEY GUTTER RAMP DETAIL
TWICAL RAMP SECTION AT CENTERLINE
NUT in SCA, Fl
wx.vw"., wxot "
CITY DE CHARLOTTE
PERPENDICULAR CURB RAMP
�.k
LAND DEVELOPMENT STANDARDS
=�r".,,^. ITj
WITH 2'-0" VALLEY GUTTER
CURB RAMP
DETAIL SUBTTTLE
3/4• - T-0•
am' • T'4r
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uoxrereana rr.�, cERFeaaAxr, rP mA�/e,
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1 HEAVY DUTY CONCRETE PAVING
DETAIL SUBTITLE
RESERVED
FJ
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r_eI TTrUA� � Dr
vrT I , I
� k
I'--W mmm'x, cures rmD cv
i I
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,x=Ob. m10.I7A
STANDARD CURB AND GUTTER
DETAIL SUSTITLE
3N• • 1
a Agree^ TF &\9F COV+-.EC�AcrEO
no ee ca�o,.crEa.. z Ir1a,
sex n-aoeaeo suecwme
CONCRETE TURN DOWN EDGE
DETAIL $WnYL E
BOULDER IN PLANTING AREA
^�-3 —AIL SWTTRE
IAart [K [✓af FF,Sr,On,r Hvtl.
f4YASdLu.rA iO'Ratt1
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BOTfOM3,1]P � r,L AI �TTi00„PR �oF,TR
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sRc1IDN,YLTK.
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DETAIL 5WTTfLE
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Y2.iK MDRNNM STREET
CIIARLOTIE.N026102
04 &' m
rNG IANOOESION.COAI
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LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 485)
WOKI_ENRURG COUNTY
�vcc�cw rnau 1=191
REVISION ! ISSUANCE
0EN. PDO, xe'
DRAWN BY 1W
CIECIfE]] BY. Amw
VENT Nw
HORT r A
GREENWAY DETAILS
C-2_32

RESERVED
carv.d re,.,rn-rya �...sx.N;
nweencnar.+..nro �.r
color. rftx
ri—
.sxse.Y `
�IL3-L i41I�
-22 ..
l4 ' ,. BENCH BY OWNER
-2 33 nf1A11 SIIn TIRF
RESERVED
5 ARMLESS BENCH - BY OWNER
Nr5 C-2-33 nr FAN Sur, T 11Lr
HOTEa
irLL noon roa ann RaE rEHc� m eE vaeaa�ra ttararea
. ernrosl snu eE rErew�a roar
a cc«rw.croa mswr,.>r alm duwncio�le�rluer u.d.escN
.. FlHckFolY: EOG1'EO mllwifRu�9.MntlE �.nNr FPOwtixlYAbrS ELF.
DIAMOND SPLIT RAIL FENCE
23 DETAlk SWTnne
rf
r waa
w.�
: 6 COLLAPSIBLE BOLLARD - BY OWNER
— I
Vfc �-2.?� nr TN. 111M.1 N1,
L
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lmx om
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NVILDLANDS
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LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 485)
M ECKLENBURG COUNTY
i.vw�cN Gw. 1G20i91
REVISION) ISSUANCE
nEueFc-oer ,w
orr,Enrr sv av
CFEC RY. ,{RW
YFHS
GREENWAY DETAILS
C-2.33

TYPICAL APPROACH RAILING PLAN
r B 4x4 POSTS
A A kD RAIL
-3)¢" WOOD SCREWS (TYP.)
2x6 RAIL 11)/4'
2x6 RAIL
C
4x4 SUPPORT BLOCK
2x6 RAIL
B �
CONNECTION DETAILS C
BRIDGE
TRIM ENDS FLUSH END 0
WITH 4x4 0_
L:
4=00'-00"
4x4
2x6
i
a
GRADE
ELEVATION
0
;1
iv " a
1 7 ;1-0„0 HOLES
2 ;-6"� TO BE FILLED WITH
CONCRETE END CONCRETE MIX
BLOCK WITH 2COMPACTED AROUND POSTS
EMBEDDED 4x4 SAND OR
gRl• B STONE (TYP.)
TYPICAL APPROACH RAILING ELEVATION
NOTES:
1. APPROACH RAIL SHALL BE PROVIDED AT BEGINNING OF STRUCTURE #1.
2. ALL SCREWS, BOLTS, NUTS AND WASHERS ARE TO BE HOT DIPPED GALVANIZED.
3. THE LOCATION OF POST FOOTING AND END BLOCKS ARE TO BE FIELD VERIFIED. DEVIATIONS
FROM PLAN DIMENSIONS ARE TO BE APPROVED BY THE ENGINEER.
CL 1"0 x �/," RECESS
IN BACK OF POSTS
CL 5" x Y4" CARRIAGE
BOLT W/NUT & WASHER 2x6 RAIL
APPROACH RAILING DETAILS
YOAROWALK ROTE: N�1OO1 RkNW wITI.
1 ALL ROAp17w+uK5 LE55 TDNN ]pNCl S 1pRpl Tpp 1 FOR AIL 60N AL1[3, CONTRACTOR TO SWMR ADORIONAL NOTCS AODRMING THE RIWV1NO RESISTARCE AND MftMVR TIP ELEVATION SW
W SE
INCLLCCD TrIL REOURED DRMNG RESISTANCE SNOULO DC IIKJIER Tr AN TI IE DESIGN RESISTANCE. GEOTECRNICAL CALCULATIONS MUST HE PROVIDED
DECK ELEVATION TO GROUND ELEVATIONI WILL ONLY = r![4 fDNNNATi[NA IIPsicNnNO uµ[,YIiAImNS![NT[NI PRVWsiOIKxARowu K3IAIL5T BE5011AYTTEI)1'p THE NCOOi WEsiakN HE[ xW[,OTECMN[CAL
NEWRF TpERUIS CH FACN SI[$ [IF gDAf20lNALR. OF`CRATIONS EHGNIEER FOR RER ANO AH Wa PRIOR TO CCNSTRIICTCN
2 AIL EMRC !XS GREATER T,IM W EJCl1ES IFROM
TOP DECK ELEVATION TO GROUND ELEVATION] lYlll STRUCTURAL HOlE3
WOuikl; lTM9ER cunkORARs[NA TA'l TGE OT to 1. TTIDSF{AN IS FOR REFERENCE ONLY DONITWTOR IS TO PROVIDE SIGNED AND SEALED SD DRAlYRlOS FOR EACH EOA alt SECTION TOO M
IIDAfmWA K M 6OAR"Ai K W- t(wGiiuo— N: fO T,ST401iOl -0 rA9RTCAl,O
SLOPES LESS TNAN5001L,lNNORAIL lVl11 IIOT� $, SROP L1FA aS APE lOI,.DC OOARMALI[LDCATIf,, S S. A, MWf1_&IoE RA"_0 ELEYATKN15.
REOW[ED s uI PL FS APf To DE TINDER CpNCf*fE IOOfiN Al )O N—aKS WRA, W ME N,LOWFD ON MdS PROAECT
8. ALL SMRCAVALKS WICfiE LONGI TWD Q.aOPES
E%GEED 5 W5, IUNORAILS ARC REWIR DRIECTLY
CORRELTFo ro rTURFN o[NN:nHAR
• Aµ APPROA[;RES NVtir HnvE: SR[jUI OFR OTI EACH
r• k S[ k G[]ISHI KTNS WNOW ALl ]Yf P[AII N
THEN fN/TEN APPRpnCN fATLirIG wIL{ NFEO Tp GE
HISTALLED
2x6 RAIL
N
1 s•—aa'—oo"
END OF BRIDGE/
BOARDWALK
SECTION A —A
CL1"0 x 34" RECESS
IN BACK OF POSTS
4x4 END RAIL
CE 5" x Y4" CARRIAGE
BOLT W/NUT & WASHER 2x6 RAIL
SECTION C—C
141 ..mrs below.
Call before vm J4,
LmdDesign.
223N MGRAIIAAI Si F
CIIARLOTIE.NC ZBit!$
1d xis pf]5
iWlV1 LANODESICN.COM
N[; F-Nq r•pAAi I .FNSF nq.ps�8
0
WILDLANDS
FN GI Nlt EN I ryn
STV
SEA �Gf
6A790P r -
�'F:IRE�P.
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rrllf l���.
06/'+3/2D.2T
LONG CREEK
GREEpNWAY
P
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 485)
1r1ECKI,BNBURG COUNTY
LUEar�cH PRcu I 1020191
REVISION I ISSUANCE
NO DE9GBPTION DATE
oEg6kFD bT �
DRAWN 6Y JIY
CDECRE06Y ARW
VENT
Nt*z NeA
GREENWAY DETAILS
N...C-2.34

10'-0" MIN. CLEAR WIDTH
CANTED 2X8 TOP RAIL PROVIDE
1"RADIUS CORNERS (TYP.)
2. PILE DRIVING (BLOW COUNT) CRITERIA IS TO BE ESTABLISHED USING A PILE DRIVING ANALYZER (PDA). ONE PDA TEST WILL BE
REQUIRED PER 1.000 LINEAL FEET OF BOARDWALK BUT NOT LESS THAN ONE PDA TEST PER BOARDWALK UNLESS ALLOWED BY
36" BLACK VINYL
2 X 6 HANDRAIL W/
THE DESIGN ENGINEER. PDA TESTING SHALL BE THE THE RESPONSIBILITY OF THE PILE CONTRACTOR. FOR PDA TESTING SEE
COATED CHAIN LINK
�" RADIUS (TYP]
SPECIAL PROVISIONS FOR TIMBER BOARDWALK (SECTION 061DO).
FENCE PANEL (TYP.)
2X8 BOTTOM RAIL
3. BOARDWALK PILE$ MAY BE ADVANCED WITH IMPACTOR VIBRATORY PILE DRIVING EQUIPMENT. IF VIBRATORY HAMMER IS
3X12 STRINGER (TYP.)
Q
USED, A MINIMUM OF ONE PILE PER 100 LINEAL FEET OF BOARDWALK MUST BE STRUCK WITH AN IMPACT HAMMER AFTER
X 4 SPACER
- 4X6
v
VIBRATORY INSTALLATION. IMPACT HAMMER BLOW COUNTS MUST MEET THE CRITERIA ESTABLISHED BY THE
AFOREMENTIONED PDA TESTING. ALL PILES INSTALLED USING VIBRATORY EQUIPMENT, INCLUDING PDA PILES AND PILES
SQUARE TENSION TIES
( VOUS)[TYP]
5POST
RECEIVING FINAL HAMMER VERIFICATION, SHOULD BE CONTINOUSLY MONITORED TO RECORD PILE PENETRATION RATES.
(STAGGERED POSITION
4' CONCRETE DECK
PENETRATION RATES SHOULD BE COMPARED TO THE NEAREST IMPACT HAMMER VERIFIED PILE FOR CAPACITY
BEHIND RAILS]
-
T
T
SUBSTANTIATION.
zq
3X12X18' BLOCKING AT
OUTSIDE STRINGER$
LLLllll
3" SOLID WOOD SPACER (TYP.)
2- i"X16" LAG BOLT
DRILLED INTO CENTER
SIMPSON LTS12 TWIST
OF PILE (TYP.)
STRAP (TYP. EA. JOIST)
SIMPSON LSTA12 FLAT
-
I --. -
STRAP (EA. SIDE) (TYR)
10X10 PILE CAP
TIMBER PILING
(TYP.)
SECTION A -A
NOTE: A TWENTY FT SPAN BOARDWALK IS REQUIRED FOR BOARDWALKS WITH "YES" SHOWN IN 20' SPAN COLUMN.
LOCATION OF 20 FT. SPAN WILL BE AS ESTABLISHED BY ENGINEER.
SEE SHEET SB-3 FOR VIEWING PLATFORM DETAILS.
{ BOARDWALK LENGTH WAS INCREASED 39 PER PLATFORM TO ACCOUNT FOR PLATFORM FRAMING.
6. ALL TIMBER DIMENSIONS ARE BASED ON NOMINAL TIMBER SIZES.
7. ALL BOARDWALK SPANS SHALL HAVE FULL DEPTH BLOCKING AT EACH POST LOCATION. INTERIOR BOARDWALK BAYS SHALL
HAVE BLOCKING AT 5'-0" MAX. CTS.
B. ALL EXPOSED CORNERS OF 2 X 6 TOP RAILS SHALL BE FINISHED WITH 1/2" MINIMUM RADIUS.
9. PRE -DRILLED HOLES MAY BE NECESSARY TO PREVENT SPLITTING OF TIMBERS DURING CONSTRUCTION.
10. BOARDWALK DECKING SHALL BE CAST IN PLACE CONCRETE DECK.
11. CONCRETE DECK SHALL BE INSTALLED ON A GALVANIZED METAL FORM WITH MINIMUM SECTION MODULUS OF 0.035 INA31FT
AND A MINIMUM YIELD STRENGTH OF 6D KSI. METAL FORM SHALL BE CONNECTED TO EACH JOIST JOIST AT 12' O.C. USING NO.
B PAN HEAD SCREWS. METAL FORM ANGLES SHALL BE GALVANIZED. WHERE FORM ANGLES ARE WELDED TO THE METAL
DECK, WELDS SHALL BE CLEANED AND COATED WITH AN INORGANIC ZINC PRIMER. FOR INORGANIC ZINC PRIMER, SEE
SECTION 1082 OF THE NCDOT STANDARD SPECIFICATIONS.
12- CONCRETE DECK SHALL CONSIST OF CLASS AA CONCRETE REINFORCED WITH A 6X6 - W6XW6 WELDED WIRE MESH AND FIBER
REINFORCEMENT. MESH SHALL MAINTAIN 2" MINIMUM CLEARANCE TO ALL FORM ANGLES AND JOINTS. MESH SHALL BE
SUPPORTED ON 7 ," BBU SUPPORTS SPA. AT 4'-0" O.C. �" OPEN JOINTS SHALL BE PLACED AT EACH BENT LOCATION AND AT I
MAXIMUM CENTERS ALONG THE LENGTH OF THE BOARDWALK. CONTROL JOINTS SHALL BE PLACED LONGITUDINALLY AT 1V
CENTERS WHERE THE BOARDWALK WIDTH IS GREATER THAN 17-0'.
13. ALL BOLTS, NUTS, WASHERS, ETC- SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A753.
SIMPSON STRONG TIE CONNECTORS (WHERE USED) SHALL BE GALVANIZED. SAE J429 GRADE 1 LAG BOLTS SHALL BE USED ON
THESE STRUCTURES.
14. TREATED TIMBER AND LUMBER SHALL BE USED AND SHALL BE IN ACCORDANCE WITH 2O12 NC DOT STANDARD SPECIFICATIONS,
SECTION 1082 AND SHALL BE SOUTHERN PINE, GRADE 1 OR BETTER.
15. ALL WORK SHALL BE ACCOMPLISHED AS DIRECTED BY THE ENGINEER. ANY DISCREPANCIES FOUND ON THIS DRAWING SHALL
BE BROUGHT TO THE ATYENTION OF THE ENGINEER BEFORE PROCEEDING.
16. BASIS OF PAYMENT FOR THE BOARDWALK WILL BE AT THE CONTRACT UNIT PRICES FOR BOARDWALK I FOOT SPANS,
BOARDWALK 20 FOOT $PANS, LOW LEVEL BOARDWALK, BOARDWALK PILING, AND CONCRETE DECK, AND WILL BE FULL
COMPENSATION FOR FURNISHING ALL MATERIAL, LABOR, TOOLS, AND INCIDENTALS NECESSARY FOR INSTALLING IN PLACE_
17. FOR TIMBER BOARDWALK, SEE SPECIFICATIONS.
18. X-BRACING OF TIMBER PILES IN THE TRANSVERSE DIRECTION IS NOT REQUIRED PROVIDED THAT THE MINIMUM PENETRATIONS
SHOWN ABOVE ARE SATISFIED. IF MINIMUM PENETRATION CANNOT BE ACHIEVED, NOTI FY THE ENGINEER IME DIATELY.
TRANSVERSE AND LONGITUDINAL BRACING MAY BE REQUIRED FOR STABILITY. FOR BRACING DETAILS SEE DWG. SI3Z.
IT 2X6 BOTTOM SUPPORT RAIL TO BE INSTALLED 4" ABOVE DECK SURFACE.
20. THE PILE HAMMER USED BY THE CONTRACTOR MUST BE APPROVED BY THE DESIGN ENGINEER AND BY MECKLENSURG
COUNTY PRIOR TO CONSTRUCTION.
21. 2X6 HANDRAIL SHALL BE CONTINUOUS ACROSS A MINIMUM OF THREE POSTS
TYPICAL BOARDWALK DETAILS
23. VINYL COATED CHAIN LINK FENCE SHALL BE CLASS 213 FUSED AND BONDED MATERIAL AND BE KNUCKLED AT BOTH ENDS.
24. UNO= UNLESS NOTED OTHERWISE
YQAROWALK NDiE:
I!llfLOi S.y% ly-9uefWNpR.W ITt-Loj_u
1 ALL AOAAMw KS LESS TOM & C45 (FftM WP
1 FORFLL . THE ALUQED JFfL RE TOlANCE A OULD U I N 4ER T.TkISINO THE REOSTM E. GEOT RESISTANCE W TW SMTST K MTIOfISRp1L0. 9E
INCLLEFL. THE RLO*LRED RESISTANCE S D[ iIMJ1ER i, AN THE D$ ESISTAHCE. QEOTECE S MST BE
CALCIIt ARN
ELEVATI
OECKELTOET
= [NFFOIINpATLONIIH NOM 3- R OICCDE0.
mNS IWa PNVWsi OLxuRowALK3 Mti DE SUBM[ttED t'p THE NCDOi WEsI kR RECd41ATl GEOTECNNTCAL
P-51 MC
LS ON FM" WARD AtX.
REW TpLR CHFAR-'H,IM [IF 9pHES41AW(.
RFORD[lµ A
OI`CRATIDNS EHGp1EER FOR REVlIV AND APfRDYAI PRKIR TO D�lSTRIICTCH
] ALLBMRDA41LK3 CRERTER T�IAN ]O�HClIES IFROM
TOP DECK ELEVATION TO GnND ELENATIOH) LNRL
RHOuikE TRBER c[LMORniim FAl>j1T*10 t.6
SMg TURAL WO
1. TI IIS FSAN IS FOR REFERENCE ONLY OONTTWTOR IS TO PR S16 MD SEALED SI i1WlfYNIC S FOR EACH SOM00faKSECIiOH TO OYMER
DnumHrAlrc Aµ DOARpwni Kti tinTN LO .lILj0iNAL
x: MRI$TALLA1*N MO fA4RTCATiON
SLOPES LESS TMAN 500%,INNDR/JL WII1 HOT f1t
REOUYTEh
8. PIi BMR LKS WKfiE LONCI TWI Q.aOPES
$, 5H-LIFAYI WME 101 o-DE 061RbWRL1[ L17CATIDIIS, S S. AW MWf1 -&loE R-SL-0 ELEYRTIDN5.
s u1 FL ES AAf TO DE TINDER CpNORD TE EOOfiN Al DOANL aKS VIRi. KOT ME ALLONWD ON T dS PROIECt
E%GEED 5 W5k IUNOFNILS ARL REWIRt NRIECTLY
CONNECTED ro rTUNHN o[NwnNAa
• Aµ APPRDA[;HES MVH[ HnvT•.' SN[><110/-R pH E+.cN
�� k S CQMfl H> 5 W NOw.y,I CTK+H[,ryI LNLti
THEN TN*Nn,Pmw. fATLiNG wB1 HEED Tp BE
INSTALLED
LmdDesign.
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LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 485)
MEGKLENBURG COUNTY
iunosvnl vnwf 102Gi91
REVISION ! ISSUANCE
Ho oEScraiPlwM orate
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GREENWAY DETAILS
N...C-2.35

(OR
EA.
SIMPSON LTS12 TWIST
STRAP (TYP. EA. JOIST)
JOIS,
3X12JOIST
3X12 STRINGER
) X 10 POST CAP
DETAIL B
JOIST HANGER TO BE INSTALLED UPSIDE
DOWN TO ALLOW JOISTS AND STRINGERS
TO BEAR DIRECTLY ON THE POST CAP
SEE DETAIL B
SHEET SB-2 3X12X1'-6" SPLICE BLOCK
.12 BLOCKING AT EA.
POST LOCATION
0
fib Im fi8
I
�)ll
Vp
I
3X 12
-
-
STRINGER
-
-
TIMBER PILING (TYP.)
ti
O
MIDSPAN
BLOCKING (TYP.)
6" MIN.
�
o
(TYP.)
X
4" CONCRETE DECKING
�W
-
STRINGER
0
fN
CHI —ER)
DECK SUPPORT
BOARDWALK FRAMING AT 90 DEGREE INTERSECTION
'Y
N
SIMPSON LSTA12
__________ FLAT STRAP (TYP.)
JOINT
m
10X10 PILE CAP �
m
r
rn
0
of
5'-O" MAX. SPA.
(TYP.) 2- V THRU BOLTS
PLAN VIEW - VIEWING PLATFORM
(48 REGARDLESS OF DISTAL SHALL BE NCE FROM DECKITO GROUND)
CONNECT GALV. METAL DECK PAN TO 3X12 CONSTRUCTION JOINT BETWEEN SLABS
DECK SUPPORT SIMPSON LUS310 JOIST HANGER
3X12 JOIST 3X12 JOIST
3X12 JOIST 10X10 POST CAP
3X12 DECK SUPPORT
6"
(TYP.)
SECTION A -A
TYPICAL BOARDWALK DETAILS
(SEE SHEET SB-1 FOR SECTION A -A)
YOARDWALK NOTE:
MOB
N�4OF5rfa.CTuxni Wf LLI.0
1 ALL AWAtrw+uNS LE55THAN D&WOHE5 lFRpl WP
1 FOR DCT-4L AQN3,COMTfiACTOR iO3 E A[OC11 K R ER ACO WE E,OTHE REOIFimbRRW OTEC313iAHCE W MlIIM1WM TIPELE RRW 5110[ILb [1E
NTT
INCLLCED i,1C RLOIJiiC❑ DRMAIG RE36TANCE 311OIILD 6E HKWER TIUH 111E DESKW AESLSTANCE OEOTECHHICAL CALWLATKNJS MUST BE PROVIDED
OECKELEVAiION TO6R0UlOELEVRTIORj WILLORLY
= rHi fnuUllA*I[.x[1*%mm ANutq MLATKWS Epp THE PROPOSED BDAHpWAMS MU51 HE 5MBM[T0 TO HE WAOT WFSt VM r� AQp LGFO1FGNrc
R60UBRF TOER LS ON FMH Sll$ nF WAR WAW(.
OPERATIONS EN EER FOR REV AND AiP Wa MM TO CDNSTRUC
2 ALL BMRDWALKS GREATER T,IM W H 4ES4FROM
TOP DECK ELEVATION TO GROUND ELEYATXW) WNL
WOUIRR UMWA pLLM iR s[m FAt>j tig*co THE
STRUCTURLL NOTES
T. MISr IS FOR REFLRENCE OBEY CCNTTWTOR IS TO FRO'�E SK MA SEALED SI OR4WNlOS FOR EACH BOARDWALK SECTION TO OYMER
BDAHawAErc Aµ BDARpwAII WITH LO llILj0IHAL
x: fO LH$fALLA IfpH AHD FPSWCATIDH
SLOPES LESS TRANS—. 1— WILL MOT BE
REDl1Y[ED
8. All BMR LK WAfiE LONGI iIWR Q.aOPES
2. SH(1RAYIRMAPE 101H0LUbC6bflZW BL0CAi1GM5, —MANY Mwf1RaA.5R0E Rf�l5,fWbfiEYaTIDM5.
s uL PL ES ARE TD BE iTMBFR OQH, fR*TE FOofiH Al BOAR —a" w MDi ME ALLOWED ON THIS PRp,EOT
E%GEED 5 W5k IILS ARE REWIR NRIECTLY
DDNMELTEp ro raIHFH o[NwnHAa
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THEN fNHAFMRpnD. AAq,INp wAL FEp Tp BE
INSTALLED
3" SOLID WOOD
SPACER (TYP.)
SIMPSON HU310 OR
APPROVED EQUAL
SEE DETAIL B.
(TYP.)
MID -SPAN BLOCKING
FOR SPANS OVER 5'
(TYP.)
LmdDesign.
T23N MDRAHAM STREET
0H aOTTE.NG28202
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LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 485)
MECKLENBURG COUNTY
Iuee�cal rRCYf 1020191
REVISION ! ISSUANCE
ND DESrIAPTIOM DATE
.Eq.W-DBY M
DRAM BY m
QECRED BY ARW
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GREENWAY DETAILS
�... C-2.36

FULL DEPTH BLOCKING
AT EA. POST LOCATON
SEE DETAIL B—\ (TYP.)
3X12XV-6" SPLICE BLOCK
Zzi:
1OX10 PILE CAP
Fl
P
3X12
-
-
STRINGER
-
3X12X10'-0" WING WALL BOARDS
10 X 3Y" STAINLESS STEEL
TIMBER PILES
(3 REQUIRED)
RAILWS
PRAIL PER POST (TYP.)
MIDSPAN
o-F
BLOCKING (TYP.)36"
*SCRE,,E�R
BLACK VINYL COATEDFENCE
STAPLES SPACED
6" MAX.
CHAIN LINK FENCE (TYP.)AT
1W O.C. MAX. TOP AND
O
BOTTOM RAILS
�P')
a
SgVARE TENSION TIES [STAGGERED
DETAIL A POSITION BEHIN❑ RAILS]
X
Li
__________ ___________---
4X6 RAIL POST
4 - #10X3'2" STAINLESS
4X6 RAIL POST
6 - #10X3 z . STAINLESS
-
-
3 X 12
_
2X4 SPACER
STEEL SCREWS
BETWEEN 2X4
2X4 SPACER
STEEL
STRINGER
2X6 HANDRAIL
SPACER & RAIL POST
2X6 HANDRAIL
SPACER & RAILTWEEN
POST
-- ---------------
----- ----
�► A
3" SOLID WOOD
--------
----------
--
------------
4" CONCRETE DECK
SPACER (TYP.)
4 X 6 RAIL
2-" THRU BOLTS
POST (TYP.)
2 - #10X3"
2 - 910X3'
3 - #10X3"
3 - #10X3"
PLAN VIEW - BOARDWALKS
(SEE DETAIL B)(TYP.)
STAINLESS STEEL
STAINLESS STEEL
STAINLESS STEEL
STAINLESS STEEL
SCREWS BETWEEN
SCREWS BETWEEN
SCREWS BETWEEN
SCREWS BETWEEN
HANDRAIL & 2X4
HANDRAIL & 2X4
HANDRAIL & 2X4
HANDRAIL & 2X4
SPACER
SPACER
SPACER SPACER
HANDRAIL CONTINUOUS CD POSTS
HANDRAIL SPLICED A POSTS
HANDRAIL ATTACHMENT DETAIL
TENSION BAR (FROM DECK � SEE DETAIL A FOR CHAIN LINK TO POST
CANTED 2X8
TO TOP RAiL! iVINYL i ATTACHMENT DETAIL
SIMPSON BP - 3 (NP.)
TOP RAIL
COATED TO!HATCHFENCE)5'-W
[2'-V
2'-W '"
ATTACH 2X6 TOP RAIL WI(2) #60"
36" BLACK VINYL I I
WOOD SCREWS @ 12" CTS,
2X8 TOP RAIL COATED CHAIN
LINK FENCE
SQUARE TENSION TIES (STAGGERED
3X12 JOIST 1 y
POSITION BEHIND RAILS) [TYP.]
_
iii
SEE HANDRAIL ATTACHMENT DETAIL FOR HANDRAIL
FULL DEPTH BLOCKING
AND SPACER BLOCK CONNECTION TO POSTS
FENCE STAPLES
EXTEND CONCRETE DECK PAST OUTSIDE POST
3X12 STRINGER
SPA. @ 1B" O.C.
w
TO COVER 3X12 AND JOIST END
MAX' (TOP AND
REINFORCED CONCRETE TRAIL
3' SOLID WOOD SPACER
BOTTOM) [GYP.y
.. .._...
(SEE SHEET SB-7 FOR PAVEMENT
DETAIL B
DETAILS AND LOCATION)
1OX10 PILE
1/z" OPEN JOINT IN
DECK AT EACH BENT 2- %" THRU BOLTS (SEE
LOCATION (TYP.) DETAIL B)(TYP.)
TIMBER PILES
DESIGN LOADS
PEDESTRIAN LIVE LOAD 90 PSF
VEHICLE LIVE LOAD AASHTO H5
WIND LOAD ON
SUPERSTRUCTURE 54 PSF
2X6 BOTTOM
SUPPORT RAIL
10'-0" 10'-0"
ELEVATION VIEW -BOARDWALKS I- A
V N
f 2- Y X 8' THRU BOLTS
--- W! WASHERS(TYP.)
n
ABC STONE 4X3X% GALV. ANGLr,
3
CLASS AA CONCRETE
X12X10'-0" WING WALL BOARDS
(3 REQUIRED) 6X6 - W6XW6 WELDED WIRE MESH
v
1
1 y," BBU AT 4'-0" CTS.
GALV. METAL DECK PAN
SLAB SECTION
TYPICAL BOARDWALK DETAILS
■oaRTre'KK �:
�.4Dlsrrglcnnw I;ewnNEUEkt uD�;
1 ALL AWAMw K5 LE55IWWe &NC45 lF"m WP
1 fO LA DCT- DL AQUWED IFfiACTOR TWS E AWRKNL1gN ER ACORESSE,ES N REOUFiED DROMTE SLSTAHCE AHD MlIIM1WM TIPELE MOM SIIDULD DE
INCLLOED ir1C REOIJiiC❑ DRMAIG RE36TAtICE 311OIILD 6E HIDI1ER lHlJI 111E DESKW AESLSTANCE OEDTECHHICAL CALWLATKKJS MUST DE PRDVIDED
DECKELEVATIONTD G ELEVATION]
= rH4 f9UNjMTlON IIH%1.—AN9 [AL OULATKWS F9k THE PROPOSED BDAHpWAMS MU51 TIE 5LIBW70 TO THE WAOi WFSt VM r� AQ9 LGFOIF9 N[
FMR RDWAt .
AEWRE T9ERUlS CNFAR-'Hqll*,IM [1F 9p4ES41AI.!(.
Of`ERATIONS ENGp1EER TOR R[VlIV AND II•'PRDYaI PRIDR TD CDNSTRUCTgN
] ALL BDWDA41LK3 CRERTER MAN ]O�EJClIES IFROM
TOP DECK ELEVATION TO GROUND ELEVATION] lYlll
NHOUIkE TM9ER cunkDRnliS [m FAl>j1T*10t
STRUCTURAL NOTES
T. i1113 PLAM IS FORREiLREHCE OHLY CpIiiGCTORIS TO ARD'�ESI6NED AlO ALED SIgPi1W4fYNlCL4 FOREACH SDARDM,LLKSECIiDHTDOYRIER
BDAImwALrc Aµ 00A "Al K WIH l9NCITYDIHAL
IH f9 LH5TALLA IIpH IwD TP4RK:wTIDH
SLOPES LESS TRA--. INN0—WILL HOT[N
RF9WkED
8. Ali BMRDANLNS WA lE LONGI iIIDR Q.aOPES
2. SMDf'LiFAY_W ME IO IRLLUDE 0fY1AEmaL1[LOCAi1GM5, SrPAIf^ti AW MwfIRaASRDE R_,_0 ELEYaTKx15.
s u L PL ES ATIF TD BE i 04P O9HDf* TB FO9fIHG5 Al BDAR9 a"• NDT BE ALLOWD ON Tl5 PRWE9T
E%GEED 5 W5k IILS ARC REOUIR NRIECTLY
DDNREOTBo r9 ra1HFH o[NwnHAa
• Aµ APFR9u;Hf5 RVtir H,nvF �: SH Jl OFR ON EACH
S F S[ k (:9fiH1 rc)r•15 W N9w pll Clef H[,ryL IHLti
THEN rW* ASPMW. AA NBi—L HELD T9 BE
INSTALLED
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LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 485)
ME:CKLENWRG COUNTY
Lvco�cH rRa�f 1020191
REVISION ! ISSUANCE
ND MSGBPTIOH DATE
9E49kFDBT M
D"m BY m
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GREENWAY DETAILS
�..C-2 37

2'-6" I VARIES F'-N" VARIES _ _ f
SLOPE VARIES
3 X 12 STRINGER 10 X 10 PILE CAP (TYP.)
2- (S5/8"EE
TAIL BOLTS
(SEE DETAIL B) (TYP.)
TIMBER PILING (TYP.) 0*
10'-0" 10'-0" 10'-0"
(HORIZ. SECTION) (SECTION BASED ON HORIZ. DIST.) (HORIZ. SECTION)
ELEVATION VIEW WITH SLOPED DECKING
FRAMING PLAN AT BEND
2-%" 0 X 16" LAG
MOLT DRILLED INTO
CENTER OF PILE
10X 10 PILE CA
LSTA12 FLAT STRA
TYPICAL BOARDWALK DETAILS
f10AR0WALK NDiE:
5TIAA%',1!>H+N kf HOB
.
1 ALL AWAM+ K5 LE55IWWe &NDHE5 (FROM WP
LH
1 fO LA DCT- 0L AQK3,COMTfiACTOR TWS E AWRIOHAgH ER AC N WE E,ES R REOUFiED DRRRRDRESLSTAHCE AHD M!lIA91M TIPELE PROM SIIDULD DE
FORC fJTT
IMCLLCED ir1C RLOUiiC❑ ORMAIG RE36TAtICE 311OIILD 6E HKWER TIUH 111E DESKW AESLSTANCE OEDTECHHICAL CILWLATKNJS MUST DE PROVIDED
6 ELEVAT
DECKELETOEi
= rH4 fZUjNjMTlON kH%1.—ANu tq WIATKWS Fpk THE PROPOSED BDAVOWAMS MU51 HE 5MBW70 rO THE WAOT WFSt VM r� AQp LGF01FG Nl
FMH W1F 9p4ES41AI.!(.
R TpER CHFACT, W RDWAt .
LS
OPERATIONS EHOWEER FGR R[VlIV AND AIWiDYAI PRIOR TD CDNSTRUCTgN
] AIL BDWDA41LK3 CRERTER MAN DO�EJClIES IFROM
BM AN
TOP DECK ELEVATION TO GROUND ELENATXW) I
WOuikR 1TR9Ek pLLMDRnNS[m EACH STD*co iH&
STRWTDRLL NOTES
1. THIS PLAN IS FOR REFERENCE OBEY CpIi TOR IS TO PRD�E SK MA SEALED SI ORA1HNlOS FOR EACH BDARDwALK SECTION TO OYMER
BDAHLwAEN Aµ 00A "Ail tiWTH LO GlILj0iNAL
x: fo LN$fALLA RpN AHD fPSWCATiDH
SLOPES LESS TRA--. INN0--HOT IA
REDU6[ED
8. A BMRD UN WAfiE LONCI TWR Q.aOPES
2. SNnf'OFAmWAPE lO IRLLUDE OLYIRDWAII[LOCAi10115, SYAlf^ti ANY MWf1RRA5RDE R_,_0 ELEYRTIDR5.
I uL HL ES AAF TO BE iTMBFR OpNDf*TE IO fiH Al BDARlw a" w NDT ME ALEOWD ON THIS PROA*t
E%GEED 5 W5k IMDRAILS ARE REOUIR NRIECTLY
DDHRELTBp ro raIHFH o[NwpNAa
• Aµ ATFPpA[;HES HVHr HnvE: 5H[><i101-R OH E/LGH
". k SI k OLVPm . W mail .K GH
THEN fH/*HAFMRpnDH fAR.K+G wBL HFEp Tp BE
INSTALLED
4" CONCRETE DECK
3 X 12 STRINGER —
3 X 12 SPLICE BLOCK
SIMPSON LSTA12
FLAT STRAP
6'-3"
CL TIMBER PILES
END VIEW ELEVATION
BEAM CONNECTION TO TIMBER PILES
71/2"
2-914" 0 X 16" LAG
BOLT DRILLED INTO
CENTER OF PILE
V-6"
LmdDesign.
T23M MDRAWN STREET
0R aOTTE.4CA
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LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 485)
MECKLENBURG COUNTY
iunPsvnl vnwf 1020191
REVISION ! ISSUANCE
ND OESMPTIOM DATE
.Eq.W-DBT M
DRAM BY m
QECREO BY ARW
VFHi
IK*Z' HeA
GREENWAY DETAILS
L S

2'-6" 5'-01. 2'-6" 2'-6" 5'-0" 2'-6"
I
I
I _ 10'-O.,AL 10'-0"
ELEVATION VIEW - TIMBER CROSS BRACING
LONGITUDINAL BRACING
BRACING TO BE PLACED IN ALTERNATING BAYS AS DIRECTED BY THE ENGINEER
10'-0" CLEAR WIDTH
DBL. 3 x 5
TIMBER PILES TRANSVERSE BRACING
(USE AS DIRECTED BY THE ENGINEER WHEN CROSS -SLOPE DOES NOT ALLOW FOR THE USE OF FULL X-BRACING)
10'-0" CLEAR WIDTH
'THRU BOLTWI
ASHERS (TYP.)
x 6 X-BRACING (TYP.)
EIMAFR PII F 1 W
C oC4 1 BRA .IN . NN TION D TAII
USE IN TRMlSVERSEAONGITUDINAL DIRECTION AS
DIRECTED BY THE ENGINEER
NOTE! USE LONGITUDINAL
BRACING AS DIRECTED BY
THE ENGINEER. OFFSET
2 x 6
LONGITUDINAL BRACING
CONNECTION FROM
TRANSVERSE BRACING
SEE CLAS;
CONNECTION.
CONNECTION D
IRU BOLTS W/
iERS (TYP.)
3 x 6 BRACING
TIMBE
%" THRU BOLTS W/
WASHERS (TYP.)
3 x 6 BRACING
TIMBER PILE (TYP )
PLAN
CLASS 2 BRACING
CONNECTION DETAILS
USE IN TRANSVERSE DIRECTION AS DIRECTED BY
THE ENGINEER WHEN THE CROSS SLOPE OF THE
EXISTING GROUND DOES NOT ALLOW FOR THE USE
OF FULL X-BRACING.
BOARDWALK BRACING
f10AR0WALK NOTE:
5rfaiCTuxni kf NOS
1 ALL AWADw+uK5 LE5S THAR D&W:45 (PROM WP
LH . C NTT
FOR
1 fO LA DCT- 0L AQN3,COMTfiACTOR TO S E AWRIOHAL N ER AELNtWE 1>E THE REOUFiED DRRRNDRESLSTAHCE AHD M!lIM1WM TIPELE PROM SINxILD DE
INCLLCED ir1C RLOUiiC❑ ORMAIG RE36TANCE 311OIILD 6E RKWER TIUH 111E DESxW AESLSTANCE OEDTECHHICAL CALWLATKNJS MUST DE PROVIDED
DECKRLEVATIONTO G ELEVATION]RDWAt
= rH4 fnuNRATlON kH%1.—ANUOALLULATKNS Fpk THE PROPOSED BDAHpWAILKS MU51 11E SUBMITTED TO THE WAOT WFSi IM r�AQp LGFO1FGNl
FM" .
AEWRETpERUL FACTqll*,IM [1F fx)4ES4 ALx.
OI`ERATIOM ENGWEER FGR R[VlIV AND AIWiDYAI PRIOR TD CDNSTRUCTgN
] AIL BDWDwALK3 GREETER MAN DO�EJClIES IFROM
TOP DECK ELEVATION TO GROUND ELEYATNPL]IYRL
WOuikR TMSEA CLLMDRnNS[xr FACH SLOE co THE
STRWTDRLL NOTES
1. THIS PLAN IS FOR REM RENCE ONLY CDNTGCTOR IS TO FRO' SN MA SEALED SI ORA1NNlOS FOR EACH SDARDwALK SECTION TO OYMER
BDArmwALN Aµ 00A "Ail tiWTH LO GlILj0iNAL
x: fo LN$fALLA NpN AHD fpSWOATiDH
SLOPES LESS TRAN500%, INN0--NOT BE
REOORED
8. A SDW LK WAfiE LONGI TWR Q.aOPES
2. SN(x E,F _WAPE IO INLLUDE OLYIRDWAII[LOCAi10115, SYAlf^ti ANY MWf1RRA.5RDE R_,_0 ELEYRTKx15.
s uL PL ES AAF TO BE i 04P OQN, fR*TE FOofiH Al Dr k—a" w MDT ME ALLOWD ON T M PAOA*t
E%GEED 5 W5k IMDFNILS ARE REOUIR NRIECTLY
DDNRELTBo ro raIHFH OINwnNAa
• Aµ APPADA[;HES wVHr HnvE: 5H[xi101-R OH E/LGH
". k SI k OLx5H1 W HLai— C.K GE
THEN fNHAFMApnD. Aq,iNS wBAL FED Tp BE
INSTALLED
TRANSVERSE BRACING
TRANSVERSE
ClNG AS
.CTED BY THE
INEER
LmdDesign.
T23N MDRNNM STREET
0R aO77E.4CA
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06/13/2021
LONG CREEK
GREENWAY
WATER QUALITY
IMPROVEMENT
PROJECT
(Treyburn to 485)
MECKLENBURG COUNTY
NL Hx�f 102D191
REVISION ! ISSUANGE:
ND DESUBPTIDN DATE
DEq.W-DBT M
DRAM BY m
CIECKED BY ARW
VFHi
FK*Z' wA
GREENWAY DETAILS
�...C-2-39

FULL DEPTH BLOCKING
SEE DETAIL B AT EA. POST LOCATION
DWG SB-2(TYP .)
12X12 PILE CAP
(TYP.)
I� STRINGER
- 6" MAX. (TYP.)
TIMBER PILING (TYP.)
U
FULL DEPTH BLOCKING O
@ 5'-0" CTS. (TYP.) io
V
rn
6"
YPT
o
x
_
M
6X12
STRINGER 3" SOLID WOOD
4X6 RAIL A SPACER (TYP.)
FENCE STAPLE:
SPA. @ 1 O.C.
MAX. (TOP AND
BOTTOM) (TYP.)
PLAN VIEW - 20 FT SPAN 2-%"THRU BOLTS
(SEE DETAIL B)(TYP.)
TENSION BAR FROM DECK I - A
4-914" 0 X 16" LAG
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MECKLENI3URG COUNTY.
NORTH CAROLINA
REVISION) ISSUANCE
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V—V.00

GENERAL EROSION AND SEDIMENT CONTROL NOTES
STREAM AND FLOODPLAIN GRADING; CHANNEL FILLING; IN STREAM STRUCTURE INSTALLATION; AND BANK STABI UZATtON WORK WILL BE 11- TRIBUTARY B MAY BE CONSTRUCTED BEFORE OR CONCURRENTLY WITH LONG CREEK REACH 1 AND TRIBUTARY A- TRIBUTARIES A AND 8
1- ALLSEDIMEMIT AND EROSION CONTROL PRACTICES SHALL COMPLY WITH THE NORTH CAROLI NA EROSION AND SEDIMENT CONTROL
COMPLETED ACCORDING TO THE CONSTRUCTION SEQUENCE BELOW.
SHALL BE COMPLETE BEFORE LONG CREEK REACH 2 CONSTRUCTION IS UNDERWAY TO PREVENT TRIBUTARY CONSTRUCTION
PI•ANNI NG AND LESIG N MANVAL.
6£NERAL STREAM CONSTPUCTJON SCOVENpNG
SEDIMENTATION FROM ENTERING THE COMPLETED LONG CR EEK CONSTRUCTION.
2- CONTRACTOR SHALL NOT, UNDER ANY CIRCUMSTANCE, EXCEED THE LIMITS OF DISTURBANCE SHOW N ON THE PLANS-
5- GNUNE CONSTRUCTION SHALL FOLLOW THE BELOW SEGU ENCE-
12. LONG CREEK REACHES 1 AND 2 AND TRIBUTARIES A AND B SHALL BE COMPLETED AND ACCEPTED BY THE OWNER PRIOR TO
DECOMMISSIONING THE SHARED HAUL ROAD AND PAVING THE GREENWAY TRAIL-
3. LOCATIONS FOR STAGING, STOCKPILE AREAS, AND STREAM CROSSINGS HAVE BEEN PROVI DIED. ADDITIONAL OR ALTERNATIVE STAGING
AND/OR STOCKPILE AREAS AND STREAM CROSSINGS MAY BE UTILIZED BY THE CONTRACTOR PROVIDED THAT THE FOLLOWING
a. INSTALL PUMP AROUND SYSTEM UP5TREAM TO DOWNSTREAM OF THE PROPOSED WORK AREA.
b. CONSTRUCT NEW STREAM CHANNEL IN THE DRY. BACKFI LL AREAS OF OLD CHANNEL AS NEEDED -
EASTERN l-485 O4p55fNG TO RERTTIES FnRp ROAD -LONG CREEK REACH 3
CONDITIONS ARE MET:
13- ACCESS FROM BEATTIES FORD ROAD CONSTRUCTION ENTRANCE SHARED WITH GREENWAY CONSTRUCTION.
a. ALL PRACTICES COMPLY WITH THE NORTH CAROUNA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL,
�- ONCE STREAM CONSTRUCTED IN THE DRY IS FINE GRADING WITH STREAM STRUCTURES INSTALLED 57A6J UZE THE CHANNEL
BANKS WITH SEED,Cor SOIL SOIL AMENDMENTS, MULCH, AND COIR MATTING- �
14. UTILIZE SHARED HAUL ROAD WITH GREENWAY TO PROPOSED TEMPORARY FORD CROSSING LOCATION.
b- THE AREAS ARE LOCATED WITHIN THE PERMITTED LIMITS OF DISTURBANCE, AND
d. THE NEWLY STABILIZED SECTION OF STREAM CHAN NEL CAN BE ACRVA7ED.
15. REMOVE NON-NATIVE AND INVASIVE VEGETATION WITHIN THE GRADING LIMITS PRIOR TO BEGINNING THE CHANNEL CONSTRUCTION.
c- THE AREAS ARE APPROVED BY ENGINEER PRIOR 70 IMPLEMENTATION-
e. PREPARE FLOOOPLAIN FOR SEEDING BY APPLYING STOCKPILED TOPSOIL AND REQUIRED SOIL AMEN OMENTS TO THE FLOODPLAIN
16. CONSTRUCTION SHALL GENERALLY BEGIN AT THE UPSTREAM EXTENT OF THE PROJECT REACH AND PROGRESS DOWNSTREAM.
4. CONTRACTOR SHALL TAKE MEASURES NECESSARY TO ENSURE THAT STORM fLOWS DO NOT DAMAGE WORK AREAS OR CREATE
BETWEEN BAN KFU ILL ELEVATION AND THE GRAN NG LIMITS, RIPPING, AND RAKING/ SMOOTHING-
TRIBUTARY C CONSTRUCTION SHALL BE COMPLETE BEFORE STABILIZATION WORK ON LOWER REACH 3 IS CONDUCTED -
SEDIMENTATION OF AQUATIC HABITAT.
I. SEED, MAT (WHERE REQUIRED}, AND MULCH FLOG DPLAIN AREAS ACCORDING TO PLANS AND DETAILS.
17- BE AWARE OF THE OLD MILL RACE IN THE VICINITY OF TRIBUTARY C - DO NOT NSTURS WITHIN 20 FEET OF TIME MILL RACE-
S. CONTRACTOR SHALL DISTURB ONLY AS MUCH CHANNEL BANK AS CAN BE STABILIZED WITH TEMPORARY SEEDING, MULCH, AND
g. MOVE PUMPS DIRECTLY DOWNSTREAM TO NEXT SECTION OF STREAM CHANNEL.
16- GREAT CARE SHALL BE TAKEN WHILE GRADING REACH 3 STREAM BANKS NEAR THE OLD MILL REMAINS- NOTIFY THE OWNER THE EE
EROSION CONTROL MATTING BY THE END OF EACH WORKDAY.
RUSIN ESS DAYS RE FORE THIS CONSTRUCTION WILL OCCUR SO THE OWNER MAY OBSERVE THIS WORK IF DFSIRED-
6.CONTRACTOR WILiINSTALLPUMP-AROUND SYSTE MS TO DIVE FIT FLOW WH I LE WORKING I N LIVE, FLOWI NG CHAN NEL$. CONTRACTOR
6. OFFLI NE CONSTR UCTION SHALL FOLLOW THE BELOW SEQUENCE.
19. LONG CREEK REACH 3 AN D TRIBUTARY C SHALL BE COM PLETED AN D ACCEPTED BY THE OWN ER PRIOR TO DECOMM ISSIONING THE
SHALL NOT REMOVE PUMP -AROUND SYSTEMS AND ADVANCE TO THE NEXT WORK AREA UNTIL THE CURRENT WORK AREA IS
a. CONSTRUCT CHANNEL OFFLI NE.
SHARED HAUL ROAD AND PAVING THE GREENWAY TRAIL.
COMPLETED AND STABILIZED (SEEDED, MULCHED, AND COIR FIBER MATTED).
b- FINE GRADE OFRN F CHANNEL- IN5TALL IN -STREAM STRUCTURES.
REATTIES FORD ROAD TO WESTERN f-485 CROSSING - LONG CREEK REACHE",. S, AND 6,
7- TOPSOIL WILL BE HARVESTED, STOCKPILED, AND REAPPLIED YO THE WENT THAT 1T 15 ENCOU NTERED TO ASSIST WITH GRASS
e. CONNECT THE OF FUN SECTION TO THE ONLINE SECTION BY:
ZD- ACCESS REACH 4 FROM $FATTIES FORD ROAD CONSTRUCTION ENTRANCE SHARED WITH GREENWAY CONSTRUCTION -
STABILIZATION AND TREE GROWTH-
I. INSTALLING A PUMP AROUND SYSTEM EXTENDING UPSTREAM OF THE CONNECTION POINTTO DOWNSTREAM OF THE DOWNSTREAM
Zl- UTILIZE SHARED HAUL ROAD WITH GREENWAY TO REACH 4- REACH 4 CONSTRUCTION WILL REQUIRE OCCUPYING THE CHARLOTTE
8. SOIL AMEN DMEN1 5 ARE REQUIRED ON ALL BANKS AND FLOODPLAIN AREAS GRADED FOR STREAM ENHANCEMENT-
TIE IN POINT.
WATER EASEMENT-
GFNERAL CHANNEL AND allUDPlAlN CONSTRUCWN NOTES
ii. CONSTRUCT THE NEW OFFLI NE CHANNEL CONNECTIONS AT THE UPSTREAM AND DOWNSTREAM EXTENTS.
22. REMOVE NON-NATIVE AND INVASIVE VEG ETAYION WITHIN THE GRADING LIMITS PRIOR TO BEGIN KING THE CHANNEL CONSTRUCTION.
1. PERFORM ANY NECESSARY CLEARING AND GRUBBING IN PHASES AS WORK PROGRESSES. CONTRACTOR SHALL NOT DISTURB MORE ACTIVE tii. STABILIZE ENTIRE REACH IOFF LI NE AND CONNECTION POINTS} WITH SEED, SOIL AMEMOM ENTS, MULCH, AND COIR MATTING.
23. CONSTRUCTION SHALL GENERALLY BEGIN AT THE UPSTREAM EXTENT OF THE PROJECT REACH AND PROGRESS DOWNSTREAM. REACH 4
STREAM CHANNEL THAN CAN BE STABILIZED BY THE END OF THE DAY. IF CLEARING AND GRUBBING ACTIVITIES NEED TO EXTEND MORE
iy. REMOVE PUMP AROVNO SYSTEM AND ACTIVATE THE OFFUNE SECTION-
CONSTRUCTION SHALL BE COMPLETED BEFORE MOBIUZI NG TO TROTTER ROAD ACCESS POINT,
THAN 150 LINEAR FEET AHEAD OF IN -STREAM WORK. OWNER APPROVAL IS REQUIRED PRIOR TO CLEARING. IN ALL INSTANCES, BANK
VEGETATION AND VEGETATION IMMEDIATELY ADJACENT TO LIVE CHANNELS SHALL BE LEFT UN DISTTJRBED AS LONG AS POSSIBLE- ALL
d. PREPARE FLD OOPLAIN FOR SEEDING BY APPLYING STOCKPILED TOPSOIL AND REQUIRED SOIL AMEN DMENTS TO THE FLOODPWIN
Z4- ACCESS REACHES 5 AND 6 FROM THE TROTTER ROAD CONSTRUCTION ENTRANCE SHARED WITH GREENWAY-
NON-NATI VE, INVASVE SPECIES 5HALL BE TREATED AND/OR REMOVED FROM THE OLD CHAN HEL PRIOR TO BACKFIWNG-
BETWEEN BAN KFU ILL ELEVATION AND THE GRAN MG UM ITS, RIPPING, AND RAKING/ SMOOTHING.
Z5- CONSTRUCTION SHALL GENERALLY BEGIN AT THE UPSTREAM EXTENT OF THE PROJECT REACH AND PROGRESS DOWNSTREAM-
Z. ALL STREAM WORK SHALL BE CONDUCTED IN THE DRY. WORK IN LIVE STREAMS REQUIRES THAT PUMP AROUND SYSTEM BE I145TALLE❑
e. SEED, MAT IWHERE REQUIRE DI, AND MULCH FLOG DPLAIN AREAS ACCORDING TO PLANS AND DETAILS-
26- REMOVE NON-NATIVE AND INVASIVE VEGETATION WITHIN THE GRADING LIMITS PRIOR TO BEGINNING THE CHANNEL CONSTRUCTION.
AND FUNCTI ONAL PRI OR TO STREAM DISTU RSANCE. A24-HOUR PU MP AROU N D SYSTEM WILL BE REQU I R ED I F IN -STREAM
I. I N OF FUN E SECTIO MIS, IT IS SUGGESTED THAT THE CONTRACTOR PLAN TO DIRECTLY HAUL OFF CUT FROM THE PROPOSED CHAN NEL AND
27. CONSTRUCTIO N OF THE LEFT BAN K OF REACH 6 MAY NEED TO BE ACCESSED FROM TH E SHARED GREENWAY MAU L ROAD.
CONSTRUCTION IS NOT COMPLETED AND STABILIZED BY THE END OF THE WORK DAY.
FLOODPLAIN OPPOSITE TH E OLD CHAN NEL,STA&WZE THE NEW CHAN NEL, TURN WATE R I NTO THE NEW CHAN NEL, THEN FILL TH E OLD
28. LONG CREEK REACHES 4, 5, AN D 6 SHALL BE COMPLETED AN D ACCE PTED 6Y TH E OWNER PRIOR TO DECOMMISSION I NG THE SHAR ED
3. THE SITE DOES NOT BALANCE AND WILL REQUIRE HAUL OFF. ENGINEER ESTIMATES OF CUT AND FILL BASED ON SURVEY AND DESIGN
CHANNEL WITH MATERIAL EXCAVATED BETWEEN THE OLD AN NEW CHANNEL VNTIL THE OLD CHANNEL IS FILLED TO PROPOSED
HAUL ROAD AND PAVING THE GREENWAY TRAIL.
INFORMATION WITH NO FACTORS APPLIED ARE PROV IDED IN THE PLANS FOR THE CONTRACTOR'5 REVIEW AND CONSIDERATION- THE
GRADE- EXCESS CUT REQUIRIED70 ESTABLISH THE PLAN GRADES MAY THEN BE HAULED OFF-
CONSTRUCTION OEMOBILIZA TION
ENGINEER MAKES NO ASSERTION AS TO THE ACCURACY Of THIS CUT AND FILL DATA AND IT IS PROVIDED FOR INFORMATIONAL PURPOSES
7, CONSTR UCT THE PROPOSE D STREAM CHANNEL TO THE GRADE SPECIF I ED IN THE CROSS SECTIONS AND PROFILE. ANY COARSE MATERIAL IN
Zg AFTER ALL AR EAS HAVE B EEN SUCCESSF LILLY STABILIZED WITH SE ED, SOIL AMEN DMENTS, AND M ULC H AND APPROVED BY OWN ER,
ONLY. THE CONTRACTOR 15 ENCOURAGED TD MAKE INITIAL PLANS FOR AN OF FSITE SPOIL LOCATION AND PLAN TO HAUL THE EXCESS CUT
THE ABANDONED CHANNEL RIFFLES THAT MEETS GRADATION REQUIREMENTS WAY BE SEEDED ON TOP OF PROPOSED CHANNEL RIFFLES.
DEMOBILIZATION MAY BEGIN.
DIRECTLY TO AN APPROPRIATELY PERMITTED OFFSITE STOCKPILE LOCATION TO AVOID HANDLING MATERIAL TWICE.
8. VARIOUS TYPES OF CONSTRUCTED RIFFLES ARE SPECIFIED ON THE PLANS. CONTRACTOR WILL BUILD THE SPECIFIC TYPES OF CONSTRUCTED
4- AS WORK PROGRESSES, REMOVE AN D STOCK PI LE THE TOP TH REE{3)1mcKES OF SOIL FROM THE ACTIVE GRADING AREA- STOCK PILED
RIFFLES AT LOCATIONS SHOWN ON THE PLANS. CHANGES IN TYPE OF RI FF LE MUST BE APPROVED BY THE OWNER.
30. THE CONTRACTOR SHALL ENSURE THAT THE SITE ISFREEOFTRASHANDLLFTOVERMATERIALSPRIORTOOEMOBIL12AT1DN-
TOPSOIL SHALL BE KEPT SEPARATE FOR ONSITE REPLACEMENT PRIOR TO FLOODPLAIN 5E E DI NG- MINIMIZE TOP501L AND/OR CUT
9, INSTALL STRUCTURES, BRUSH TOE, AND IN -BANK BIOENGINEERING AFTER CHANNEL GRADING IS COMPLETED.
31. COMPLETE THE REMOVAL OF ANY ADDITIONAL STOCKPILED MATERIAL FROM THE SITE -
STORAGE WITHIN THE FEMA FLOODWAY.
3Z. ALL ROCK AND OTHER STOCKPILED MATERIALS MUST BE REMOVED FROM THE LIMITS OF DISTURBANCE AND CONSERVATION EASEMENT.
INITIAL Saf PREPARATION
10. ONCE ALL PHASES OF CHANNEL, FLOODPLAIN, AND WETIAND CONSTRUCTION ARE COMPLETE, PREPARE THE FLOODPLAIN FOR PLANTING
DO NOT PLACE EXCESS MATERIAL ON THE SITE. ALL AREAS OUTSIDE THE PROPOSED GRADING LIMITS SHALL BE RETURNED TO PRE•PROJ ECT
PER THE SPECIFICATIONS.
CONDITIONS.
1, THE CONTRACTOR SHALL COORDINATE WITH OWNER TO SETUP MEETING WITH REGIONAL NCOEQ-DEMUR OFFICE FOR PRE -CONSTRUCTION
Il. PLANT LIVE STAKES {DORMANT SEASON} AND HERBACEOUS PLUGS {GROWING SEASON} STREAM BANKS ACCORDING PLANTING
SEC MEETING.
OR
DETAILS AND SPECIFICATIONS- PLANT BARE ROOTS AND CONTAINER PLANTS (DORMANT' SEASON) IN THE FLOG DPLAIN ACCORDING 7O INC
33. DEMOBILIZE GRADING EQUIPMENT FROM THE SITE.
2. CONTACT NORTH c"ouNA "ONE CALL" CENTER 11.800. 632.4949) BEFORE ANY EXCAVATION.
PLANTING PLANS.
34. SEED, MULCH, AND STARK I7E STAGING ARFAS, ST6rXPII E AR FAS, HAUL ROADS, AND CONSTRUCTION ENTRANCFS-
3. MOBILIZE EQUIPMENT AND MATERIALS TO THE SITE.
TREYRURN TO EASTERN 1-485 CROSSING - LONG CREEK REACHES 2 AND 2, TRIBUTARY A, TRIBUTARY AND TRIBUTARY 8I,
35. COORDINATE WITH THE OWNER AND NCDEQ-OEMUI TO DETERMINE WHERE FINAL STABILIZATION HAS OCCURRED AND R€MOVE
4.IDENTIFY AND ESTABLISH CONSTRUCTION ENTRANCES, STAGING AND STOCKPILE AREAS, TEMPORARY ACCESS ROADS, EROSION AND
7. ACCESS FROM TREYBU RN DRIVE CONSTRUCTION ENTRANCE SHARED WITH GREENWAY CONSTRUCTION.
TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES FROM THOSE AREAS. 5W E TEMPORARY EROSION CONTROL DEVICES MAY NEED
TO BE LEFT IN PLACE AND REMOVED LAYER AS PART OF A PUNCH LIST ONCE FINAL STABILIZATION IS ACHIEVED -
SEDIMENT CONTROL PRACTICES, AND STREAM FORD CROSSINGS AS INDICATED ON THE PLANS FOR WORK AREAS. ENSURE THAT EROSION
AND SEDI M E MIT CONTROL PRACTICES ARE PROPERLY INSTALLED AND FUNCTIONING IN ALL STOCK PI LE AREAS AS SHOWN ON THE EROSION
S. UTILIZE SHARED HAUL ROAD W ITH GREEN WAY FROM TREYBU RN DRIVE TO TRIBUTARY B-
AND SEDI M E MIT CONTROL PLAN SHEETS.
a. AIR BRIDGE MUST BE CONSTRUCTED PRIOR TO CROSSING THE COLONIAL GAS PIPELINE- A COLONIAL GAS REPRESENTATIVE MUST BE
S. 55T VP TEMPORARY FACILITIES, LOCATE EQUIPMENT WITHIN STAGING AREAS, AND STOCKPILE MATERIALS NEEDED FOR THE INITIAL
PRESENT DURING AIR BRIDGE CON5YRUCYIQN AND ACCESS- CONTRACTOR TO COORDINATE WITH COLONIAL GAS -
STAGES OF CONSTRUCTION WRHIN 5TOCX PI LE AREA{S)-
9- REMOVE NON-NATIVE AND INVASIVE VEGETATION WITHIN THE GRADING LIMITS PRIOR TO BEGINNING THE CHANNEL CONSTRUCTION-
6. INSTALL AND MAINTAIN ONSITE RAIN GAUGE AND LOGBOOKS FOR NODES AND SEC PERMIT REQUIREMENTS.
10. CONSTRUCTION SHALL GENERALLY BEGIN AT THE UPSTREAM EXTENT OF THE PROJECT REACH AND PROGRESS DOWNSTREAM.
Existing Features
Existing Property Line
- ••• Existing Major Canto ur IS' Intervals
Existing M Enor Colt— r
Proposed Features
C CE CE Proposed Charlotte City Conse Vation Ease
P t1'
37 3D
Proposed North Carolina Land and Water Fund INCLWFJ
NCLWF Easement
Proposed Structures
Proposed Various Constructed Riffles
Y
j see Sheet C-6-5B - C-6-SS
_ Proposed Brush Toe
See Detail 1, Sheet L•6,65
Proposed Rock J-Hook
See Detail 3, Sheet C-6-60
— - - TB - - - - --
—
Existing Top of Bank
Existing Stream Alignment
—TCE
—
TCE TOE-- Proposed Temporary Construction
— Proposed g osed Stream Alignment
= _
- -
Proposed Outlet Protection
See Detall 4, Sheet C-6.63
+ }
Proposed Flood plain POD1
See Detail 3, Sheet C•6.64
GU --- OU - OU
Existing Overhead Utility Une
. • • • •. • •
• . • • • • Proposed BankfuII
tlLIE OUE
Existing Overhead Utility Easement
�Z Proposed Major Contour 5' Interval
�"SI� P 1 ( }
Proposed Rock Bank Protection
See Detail 2, Sheet C-6,62
-
Existing Utility Pole
Proposed Minor Contour
S5 SS SS
Existing Sanitary Sewer Line
—SAE
SAF SAF— Proposed Safety Fence
Proposed Swale Stabilization
See Detail 1, Sheet C•6.62
— SSE SSE SSE —
Existing Sanitary Sewer Easement
LOD—
LOD Proposed LOD
GAS GAS
Existing Gas LineProposed
---- Future NCDOT Conservation Easement
See Detalt 1, Sheep C-6--64
— - _E •- - E _
Existing Utility Easement
Existing Fence
•—
Proposed Log Sill
See Detail 2, Sheet C-6,59
EKisting Storm Pipe
Q
Proposed Log J-hook
- - -
Existing Wetland
See Detail 1, Sheet C-6-60
Existing Wetland Ditch
_
Proposed Log Vane
Existing Rip Rap
l
See Detail 4, Sheet C•6.6D
r
p
Existing Tree
Proposed Rock Sill
See Detall Z, sheet C-6-60
-.-v-,-.-.rrvyYyT�-{yyy�•yr-
R�yil
Existing Tree Unr
Existing NCDOT Right of Way
See Detail 1, Sheet 06.61
Notes:
—W—W—W—
Exisiting Waterline
1. Tvpograph is Survey completed by CES
Engineering in January 2021. Property net
completed April 2021.
2. Topographic data supplemented with 2016
UDAR data outside of surveyed limits-
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REVISION I ISSUANCE
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NOTE:
1. DO NOT DISTURB EXISTING SANITARY SEWER
LI NE- ALL G RADING AN D STABILRATI O N
MATERIAL SHALL BE PLACED TO AVOID
DAMAGING EXISTING UTILITY LINES. ANY REPAIR
WORK RESULTING FROM DAMAGE CAUSED TO
UTILITIES DURING CONSTRUCTION WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
2. 08 NOT DISTURB EXISTING TREES GREATER
THAN 15" DIAM ETER ABOVE LEFT TOP OF BANK.
3. PROPOSED TYP I CAL SECTION MAY S H I FT BASED
OFF OF PROPOSED RIGHT TOE OF SLOPE. SEE
PLAN VIEW FOR GRADING.
21,
SANITARY SEWER EASEMENT
N O GRADING TO
TAKE PLACE OVER
MAIN SEWER LINE
EXISTING 24" OIP
SANITARY SEW E R
SEE PLAN VIEW FOR
BANK STABILI7ATION
TIE TO EXISTING
GROUND
3a1�P1
PROPOSED GRADE
SEE PLAN VIEW FOR GRADING
START OF GRADING MAY VARY
SEE PLAN VIEW FOR GRADING
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REVISION I ISSUANCE
OE_SGHIV rrt EPN
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CHEC BY.
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LONG CREEK
C—V.V2

11
20'
SANITARY SEWER EASEMENT
TIE TO EXISTING
GROUND
NO GRADING TO TAKE
PLACE OVER SEWER LINE
�24" DI P SANITARY SEWER
TIE TO EXISTI N F.
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FKL EXISTING CHANNEL
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SANITARY SEWER EASEMENT
NO GRADING TO TIE TO E7f157iNG
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SE W ER LI NE
_ — — —
10 MIN -
VARIES PER PLAN
3.4' 6. Q' 7.5'
20:1 TYP. .... _.... _.... _.... _.... ......
3.2 2011
LONG CREEK REACH 2 - TYPICAL SECTION: RIFFLE
STA: 103+30 TO 131+83
2-
54.0'
17.5' 9.0' R.0' 17. S'
�.... �.... ........ .. �.... �.... F
�.. ...... ... ----- ...
50.$' -
8,0'
4.6' 4.1' 24:1
PROPOSED GRADE
PROPOSEDTHALWEG
L0' MJN.
VARIES TI E TO
PER----- r VARIES EXISTING
PLAN GROUND
20:1 TYP.
VARIES 3 } PROPOSED BAN KFULL
�.N PROPOSED GRADE
=�24" DIP SANITARY SEWER 'Y
PROPOSED THALWEG
20;1 TYR
LONG CREEK REACH 2 - TYPICAL SECTION: IN -LINE POOL
STA: 103+30 TO 131+83
10' MIN-
I ES PER PLAN
54.0'
VARIES
6.5'-9.5'
PROPOSEDTHALWEG
LONG CREEK REACH 2 - TYPICAL SECTION: MEANDER POOL
STA- 103+30 TO 131+83
10' MIN.
VARIES VARIES -
PER
]S.0' PLAN
20:1 TYP.
3:1
PROPOSED BANKFLILL
P ROPOSf D GRA D E
10' MIN,
VARIES VARIES
PER
PLAN
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EXISTING
PROPOSED RAN KFU LL GROUND
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NORTH CAROLINA
REVISION) ISSUANCE
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ME:CKLE;NSURG COUNTY.
NORTH CAROLINA
REVISION I ISSUANCE
OE_SGH- EPR
IX WNBY MLC
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TYPICAL SECTIONS
LONG CREEK

aa'
SANITARY SEWER EASEMENT
TIE TO
EXISTING
GROU NO
7 NO GRADING TO
TAKE PLACE OVER
SEWER LINE
10' MIN-
-VARIES VARIES 60.8'
PER PLAN
10.0' 50.0' 9.6'
...1...._...._.... _...._...._...._.... ...._...._.... .._....
_... .........
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I0:1 TYP. � T � 1.9' 1.6' • • 3.1
20:1 5,6' 5.1' 2D1
I�
EXISTING 24"
DIP SAN ITARY
SEWER
LONG CREEK REACH 5 - TYPICAL SECTION: RIFFLE
STA: 170+67 TO 194+10
10' MIN.
VARIES VARIES
PER PLAN
3.1
20.1 TYP- TIE TO EXISTING
GROUND
PROPOSED BANKFLILL
PROPOSED GRADE
PROPOSED THALW EG
FILL EXIS-nNG CHANNEL
21,
SANITARY SE W E R EASEME NT
TIE TO 10' MIN. 10' MIN. TIETO EXISTING
EXISTING VARIES VARIES 66.0' VARIES VARIES
NO GRADING TO GROUND PER PLAN PER PLAN GROUND
TAKE PLACE OVER
SEWER LINE
3--�
20:1 TYP. _ .... _ ... ..... ..... 24:1 TYR
4;I 5.9' 3i
VARIES PROPOSED BAN KFU II
PROPOSED GRADE
PROPOSED THALWEG
EXISTING 24"
DIP SANITARY
SEWER
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STA. 170+67 TO 194+10
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WATER QUALITY
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Treyhurn to 1-485
MECKLE;N13URG COUNTY.
NORTH CAROLINA
REVISION I ISSUANCE
OE_SIriR- EPN
IX WNB MLC
CHEC BY. x-
YERr R
MORP Nr5
TYPICAL SECTIONS
LONG CREEK
C—V.05

20'
SAN ITA RY SE W E R EASEMENT
VARIES
TIE TO
NO GRADING TO TAKE J EXISTING GROUND
PLACE OVER SEWER LINE
�EXiSYING 24"
PIP SANITARY
SEWER
10' TYP.
- VARIES PER
PLAN
4.2' 6. D' 9.0'-
3'1
2v:1
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. ........
r . ... . ... ..
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PROP05EDTHALWEG
3:1
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VAR [6 PE
PLAN
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—PROPOSED BANKFULL
PROPOSED GRADE
LONG CREEK REACH 6 - TYPICAL SECTION: RIFFLE
STA: 194+10 TO 198407
2❑'
SANITARY SEW ER EASEMENT
10, TYP. 10' TYR
VARIES VARIES PER 66.0' VARIES PER VARIES
PLAN PLAN
TIE TO
EXISTING GROUND
3'I 3.7
TIETO 20:I IYP, ... _.... _.... _... ... _.... .. _.... _.... _.... _.... _...
NO GRADING 70 EXISTING T '{ 213A TYP.
TAKE PLACE OVER GROUND I
SEWER LINE 3. _;. VARIES F,1. 35A
U - - - 8_0'-10.5' PROPOSED BANKFULL
gti1 PROPOSED GRADE
PROPOSED THALWEG
f K15TING 24"
DIP SANITARY
SEWER
LONG CREEK REACH 6 - TYPICAL SECTION: IN -LINE POOL
STA-. 194+10 TO 198+07
21,
SANITARY SEWER EASEMENT
30' TYP. 10, TYP.
VARIES VARIES PER 66.0' VARIES VARIES
PLAN 24.4' 11.0' 1.3' 11.0' 18.3, PER PLAN TIE TO
EXISTING GROUND
- �---- 'FIE 3� - - - - - - - - - 3-i - - - - - - -
EXI
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GROUND 20:1 TYP. ... _.... _.... _..... _.... _.... _.... _.... _.... _.... .. _.... _. ... _.... — ... 20:1 TYP-
NO GRADING 7O
TAKE PLACE OVER Cep 6.1'
SEWER UNE - .
VARIES PROPOSED BANKFULL
PROPOSED GRADE
PROPOSED THALWEG
EXISTING 24"
DIP SANITARY
SEWER
LONG CREEK REACH 6 - TYPICAL SECTION: MEANDER POOL
STA: 194+10 TO 198+07
r TIE TO
EXISTING GROUND
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LONG CREEK
WATER QUALITY
IMPROVEMENT
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NORTH CAROLINA
REVISION) ISSUANCE
OE_SGHIV Irt EPN
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'Tl E TO
EXISTING
GROUND
10.5'
2.56' 2 7'
. _.... _.... _.... ... ..... _... .... _.... _.. _ _.... _.... �...T .. _.... _.... _... .
0.3' p,3• PROPOSED BAN RFULLJ
gel
PROPOSEDTHALWEG PROPOSED GRADE
TRIB A - TYPICAL SECTION: RIFFLE
STA: 500+20 - 506+90
2-SS i.r
.. _....3_.... ..... ..... _.... _.... _.... _. -----
-----
-----
-----
_...T .. -----
1 ........
PROPOSED BA N IC FU LL J
1 3'.
PROPOSED GRADE
PROPOSEDTHALWEG
TRIB A - TYPICAL SECTION: RIFFLE
STA: 506+90 - 507+52
TIE TO
EXISTING
GROUND
TI E TO
EXISTING
GROUND
TI E TO TIE TO
EXISTING EXISTING
GROUND \ 140' GROUND
6.3' 1.4' 6.3'
...._...._.... _.... _.... _.... _.... _.... _...._ ._.... _.... _.... _. ...... �.... �....
` PROPOSED BAN KFULL
`PROPOSED THAMES
TIZIB A - TYP[CAL SECTION: [N-LINE POOL
STA: 506+90 - 507+52
V, PROPOSED GRADE
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NORTH CAROLINA
REVISION) ISSUANCE
OE_SGHIV Irt EPN
IX WNB MLC
CHEC BY. X.
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- MINOR SYSTEMS

EXISTING
GROUND
TIE TO
EXISTING
GROUND
TIE TO
EXISTING
GROUND
of TO
EXISTNG
GROUND
tD-7'
— 2.7' 3.0' 3.0' --}^ 5.0' 3.5' 3.5' —
_....T..._.... _..I.._...._.. _... ..... .......
V
3'I
3D:1 2 35:7
PROPOSED GRADE
PROPOSEDTNALWEG
CONTRACTOR TO DEFINE
TRIB B- TYPICAL SECTION: RIFFLE
STA: 201+47 - 230+50
28.0'
15.2' 7.s'
_..._...._...._...._...._...._...._...._...._...._..._...._.......... _...._..._...._...._........
.
........
PROPDSE❑BANXFULL
1
VARIES 3. R' - S,O'
4:�
PROPOSE❑ GRACE
PROPOSED THAtWCG
TRIB B - TYPICAL SECTION: POOL
STA: 201+47 - 230+50
28
L
'MINica,j
—
PROPOSED BAN KFULL
12.0' 4.0' 12.D'
. ..... _......... _... ... _.... _.... _.... _.... _.... _.... _.... _.... _. . _....
.....
.....
.....
_ � PROPOSE6 BANKFULL
-3:2
VARIES 3.8' - S.D'
PROPOSED THALWEG
TRIB B-TYPICA L SECTION: IN -LINE POOL
STA: 201+47 - 230+50
PROPOSED GRAD E
TIE TO
EXISTING
GROUND
TIE TO
EXISTING
GROUND
TIE TO
EXISTING
GROUND
L .
MNC MfiiBUNM SfRCL
0IARl9TiE.NC RBtO?
low —=-S
iWlY1"W�ESION.CIM
NC; Fyq v MMI IfSN5F x C u.�a
0
WILDLANDS
l NC+C k FF KC NG
NSTV-
NOTFOR
CONSTRUCTION -
ISSUE❑ FOR
PERMITTING
REVIEW
.s�SH CA�p 6r
45� F'yGJim
Y d
R4y"'n RE,
OS/7.� /202 7
LONG CREEK
WATER [QUALITY
IMPROVEMENT
PROJECT
Treyburn to 1-485
ME:CKLEN13URG COUNTY.
NORTH CAROLINA
REVISION I ISSUANCE
OE_SIt-iN- EOM
DRAWNRY MLC
CHECl�D 6Y. �
YERT !1S
MORP .7s
TYPICAL SECTIONS
- MINOR SYSTEMS

TIE TO
EXISTING
GROUND
TIE TO
EXISTING
GROUN❑
51.5'
TIE TO TIE TO
Exl,STING 2.25' 3.5' MSTING
GROUND GROUND
.. .....
_.... _... - . " T- - • T PROPOSED 6ANKFULL J . • . — .
3sz
PROP05EC GRADE
9.2'
6.9'
PROPOSEO THALWEG
TR1B B1fB2 - TYPICAL SECTION: RIFFLE
TRIB B1 STA: 300+24 - 301+12
TRIB 132 STA: 400+83 - 403+05
4.t
PROPOSED THALWEG
PROPOSED GRADE
... _.... —• ... .. PROPOSED BAN KPULLJ _
TR113B1/B2 - TYPICAL SECTION: POOL
TRIB B1 STA: 300+24 - 301+12
TRIG B2 STA: 400+83 - 403+05
6.9'
7:1
. _.... _.... _.... _.... _.... _.... _.... _.... _.... _.... _.... .. ..... ..... _.. _ _, _. , , .... �. .. �\\\.... �. .
PROPOSED BANKPULL \
VARIES 2' - T
—PROPOSED THALWEG
TRIB 131I132 - TYPICAL SECTION: IN -LINE POOL
TRIB B1 STA: 300+24 - 301+12
TRIB 132 STA: 400+83 - 403+05
TI E TO
EXISTING
GROUND
TIE TO
EXISTING
GROUND
PROPOSED GRADE
LmdDe4o.
229MO M[iiBYNM5rf[rl
CIIAPo.9TiE.ilC �BMI+
}w av 1p7s
af; kXri xr+Ml IfSN5F
i", LAIDWESI *-C aI
�A4
0
WILDLANDS
!rJOP.F. F. IfING
ST V
NOT FOR
CONSTRUCTION -
ISSUED FOR
PERMITTING
REVIEW
1111Ify
4S�Y'yGl1iEFR
RE�
in W
LONG CREEK
WATER QUALITY
IMPROVEMENT
PROJECT
Treyhurn to 1-485
MECKLENI3URG COUNTY.
NORTH CAROLINA
REVISION) ISSUANCE
OE_SGH__ EPN
oruwre sr MLC
CMEC BY. X.
YERr r
MORI' elr5
TYPICAL SECTIONS
- MINOR SYSTEMS

705
700
690
IS'SANITARY SEWER EASEMENT
NO WORK IN CHANNEL BED
OVER
SANITARY
SEWER
PIPE
IO
PROPOSED
BANKFULL
p
�—
II
.d
a
II
>
o
O
__
EXISTING GROUND-
I
-
w
I
J
-•-_..... .y...
690
-•
+ a
4 7
N �
-
>
- -
- - --
PDE
ROPOSED GRA
STA: 101+95
TOP: 690.65
INV: 690.14
8"SEW ER P3 P£
I
!
_
I
I
_
685
200+50 3A)3.*W 101+50 102+00 102+50 103+00 103+50 204400 104+50 105+00 105+50 105+80
O42
t 1
PROPOSED GREENWAY (TYP)
CONTRACTOR SHALL TAKE PRECAUTION WHEN WORKING / r
�?
AROUND EXISTING UTILITIES ON -SITE. ALL GRAD AND RIFFLE \` ��' 007 �--� ,' p� j� MATERIAL SHALL BE PLACED TO AVOID DAMAGING EXISTING 001,
,�'
UTI LLTY UNE5- ANY REPAIR WORK RESULTING FROM DAMAGE .S
CAUSED TO UTILITIES DURING CONSTRUCTION WILL BE THE -3�`� •b pO7_.-� _ 001
_ r
R ESPON5I BILITY OF TH•_ CONTRACTOR. p07 007 _ CIO
- • ,, j �'
3 -- _ 5SMH i
.. WON � 31N13N � 73�! - fMTJN �-_ 3MlON � iMT3N � jAM1l7N_: � .
~ RIM:703.72'
/' . • c: - i15fLbN Qb �_. ---- - - 3M73N - WON �- 3M13N �C�SS
L� wl3N 7 INV. IN.'fi88.??' di
3Ml7Nr �^"3N~ _G'D7 .; ., - --� - -- - - - ----- `D� INV.OLT!G88.2w - +
r 3M17N i7Nl7N a -0� t cy _.ti SSMH �U07 ._ - --.- - _00 S ��0. f u
NNI. N04�8.57' Q07 a07 -- - J am J 0� 355 ~ 355 - 3SS 355 355 S-UA I
acn OOT 001 55 — 3SS — 355 .}yS
3 NO WORK
70' GAS EASEMENT 7Sy 3SS 355 3
:5$ — 3SS 3SS 35 DO NOT CR055 EASEMENT, !
EXCEPT AT AIR BRIDGE LOCATION. F
—3S —, 5--E9EF5's--Lee�t5ED-��O
- 3SS ISS — 355 3SS f 355—/ 355 — 3SS — 3SS -- 355 355 — 3SS
AICLWF
0
355 3SS 355 3 LOD LOA S l0 - Irai
355 355—'SS �n LO4] LOD LOD LpD — LO6 LOB
355 — 355 — 3SS }SS ~ L00���
3SS-3SS — 'SqJ
� 55 LOrmr lA0'�PVC Jam• 355 — 3SS 35
355 3SS — 355 355 3SS ~
'T
4_ 104+00
y
/102�w1
SFF
INV. IN'690-14 SNj V
°4w 8•F INV.OUT: 690-63' SSM.,
RIM'701.90
�ryl 3yy ` INV OUT 695.49' `
7`'f/YY� s3'
/ y / am
001 Qm 1307 q01 SSE - 55E -SSE -SSE ­ SSE V4
QQ7 QOl SSE -� SSE �c SSE SS _ SS
STA: 100+52 �X, 3f'r�`�5 _SSE -- SSE - SSE _� SSE SS PVC aql SS � �a SS 355 355 - 355 - -
BEGIN LONG CREEK PHASE 2, REACH 1 SS -- 35��
---l--------------
_.... _. ,. �:.. ..........._ . .... _.I .. -I... ..... ..... _.
j
CR-CR
77
LUNG CREEK
sra:1D9+90
LONG CREEK
104.43' END REACH 1
.. BEGIN REACH 2
/ / • ,�yh ��,� 3SS SS SS - SS - SS - ss 355 55 355 355 l 3SS - 3SS - 355 355 r 355 50 NCLWF N�CL�S/"- r WE
J � NLLW F
3SS��3i�355�355- NCLWF NCLWF P .•• / �..• df s
r NCLWF
INC NCLWFSSMH
�NdWF
f RIM'703.56,INV. Ni653.94'
R'ti- ~� ��'V .� •_ �`fs �`r` 00}
INV. OLT:G93.64'
NCLWF
GO'
001
LmdDes4p.
219N fh[ii84UMSTREET
CIINC9TiE,rlc�
rd a W2+
fY4YY1 LAN MGN.COM
NC I:IKi MM LIf7'N5F-CaB*M
Ow
WILDLANDS
l N GI w HE NI wG
STV
LONG CREEK
6.rr
fi7 6.1
I; r,
61 G-11
13 6.
0.11
NOT FOR
CONSTRUCTION -
ISSUED FOR
PERMITTING
REVIEW
pnr r +riy
,es�4lH CAHP14+iy�
4•h a r R �„p�'�+`�
I+m. , DB/T.3/2D2T
LONG CREEK
WATER DUALITY
IMPROVEMENT
PROJECT
Treyhurn to 1-485
MECKLEN13URG COUNTY.
NORTH CAROLINA
REVISION) ISSUANCE
MMN[D"" I1PIi
IX WN6 . NCC
. yCICCIUD RY. �.'
�FHr r:a
STREAM PLAN
AND PROFILE
C—V . 1 1

705
7DO
69
690
-
14
+
A
0
>
2s
PROPOSED BANKFUlIU_
ik
9
G GROUND
i
qy
0
q
-
J7
7"
k
W. 11
-017%
-0.7%
685— -
105+80
106+w 106+S0 107+00 107+50 108+00 108+50 109+00 109+50 110+DD 210+50 111+00 121+50
JNO>N
--------------
PROPOSED a�ENWAY (7Y;) '70? V)
00? SSMH
RjMr702.23'
IN:687.63'
I�gSSSss 3S!; 001 V_ OUT;15B7.59'
3 E:5 AWMI Iss
3 00 ls,
LODq„Pv__3_/
I_tl"ss —1 3 3""
alNoo - Iss Z,s wv '0,� �5
gss__ ;9 lQq �
iO
3ffi D
,
Ass
1p
_ass FIUk EXISTING CHANNEL (TYP) hl ASS ss Is
355 14
Rim!703_27'
INV. IN!"7.901
700
_OUTi687-8W k
INV
. . . . .. .. ..... ... .
700
ls� 695
14
_01 too
--
o 00 cc
106+(�o
OUTLET I
EXISTING 24" RCP WITH FES
INV. OUT: 702.03'
REPLACE OUTLET PROTECTION
430-1 - — - GO-1 --Go,
C SEE DETAIL 4, SHEET C-6.60
410
SEES-,
kirEj-_ CpL
C;\
"CLWF — I'rCLWF
lcl(l
OkI5
6_10
6-s
111's,
LmdDesio.
225NLT MfiiBUNMSFREET
04MLOTiE_NC�
hRa pmm I OFW�* - C-0�
0
WILDLANDS
I N 0—F. R 91"G
STV
LONG CREEK
NOT FOR
CONSTRUCTION -
ISSUED FOR
PERMITTING
REVIEW
LONG CREEK
WATER QUALITY
IMPROVEMENT
PROJECT
Treyburn to 1-485
MECXLEN13URG COUNTY,
NORTH CAROLINA
REVISION) ISSUANCE
mm­o" M
DRAWN By Hcc
llwBY JrK
w.
STREAM PLAN
AND PROFILE
" L WAss vil

705
700
695
59D
"5
111+80
Q 7
•�
N
--i--
EXISTMG
GROUND
II
•r.... ..—•------.
m
`1 ¢ w
m.. :... .....
•�'
it rl
'IV
n
�I - - - _
-
a
lk
PROPOSED EANKFULL
-
...... ——rr �
N
F
n��
�Y
c-..
...
-
.. i�...r—
= �-:1-....
_T•
I
-I_
LPROPOSEO GRADE
-
-
112+00 112+50 113+00 113+50 114+00 114+50 115+00 115+50 116r00 116+50 117+00 117+50
a55 3s5 355 .'ASS
�3ss�3ss _lam ass J
355 s�5rr'S ass r
f 3SS 355 1.Q� 24 1t _ � �� LOD LOOS-lvo-s LOD J
-ASS J 355+ 355 f -ASS
355 � Ss-f f 355 --
assass
--Ss SS—
-v00 355 J35SJ
355 r' I
,.� —" SS �I]�p iM1DFy9SY� iNl 3Ml]N— JMIJN— iMl]N— jA4l7N - iliVl7N-- =_ iAIFl7N � iM37N
9 %
FILL MSTING CHANNEL (TYP( `'05
f
- �itlS---iis
�S— SAFE SAF — SAF
SAFE I
SAF
THE E SAVE AREA. — SAF — 1
NO GRADING _ SAF--____
iMIJN iMl7N iM77N iMlJN iM17N iMT)N F------- SAF
dM7JN, _ iI
M7JN � �
f
le
— ..... ... .... L�..
f�
r�
l
7•,j(?
6SS
690
— 65s
1 ...Sr.
LmdDesio.
:l9 NO(tiVr 6i8UNM SiREEi
CIIMLOTiE-NC �B•0. 2
/w xv 1p7s
iWlY1IANOflCSION.COA1
N,- p;rp xr+M I IfSNSF n C-G�4
0
WILDLANDS
ENrr,l"EEN-rG
ST V
LONG CREEK
s.a
r zs
i3 G.1
6
NOT FOR
CONSTRUCTION -
ISSUED FOR
PERMITTING
REVIEW
Hi CA kp 6r
4 �'G1HEkF .$
"In RL
I+m. , OS/T.3/702T
LONG CREEK
WATER QUALITY
IMPROVEMENT
PROJECT
Treyhurn to 1-485
MECKLE;NI3URG COUNTY.
NORTH CAROLINA
REVISION) ISSUANCE
mm-o" E�
DRAWN NCf:
V IlwC BY. JCK
vfNr ,-
. STREAM PLAN
AND PROFILE
C—V . 1 3

790
0
w
it
gi
n
'g°.
.y -
o o
-.. °�`
'�
-
EXISTING
GROUND
+
v
- -
-
00 n
+
700
-
-_-'~^
II 1p-
P RO POSED 6AN KP U LL
�y••
+
...�....
695
"__
• -
•II
H m ..��
�.-.,., __�•
•4.2%... _..
+
poppp '-- - -
-
damp
m
-- -_
..... ...... _
-
..........
- -
_....-....
_•
I
595
PROPO5EOGRAOE
II•..._..
. _.... ..
�. ..
_
'
I
685
685
680
680
117+80 21.8+00
118+50
119+00 119+50 120+00 120+50 121+00
121+50 1224M
122+50
123+00
123+50 123+80
-_—
-------'- -'
�•�
,-
'��• �d5
� iM173J— iNITJN—
BMI3N— iM7JN -----
3M17N— iM1fN ----
3MION— iA4l.)N
OS
Nos
�� _---- vs vs � 1_ gas �� r,,TREESAVEAR,�� �
EA
l
I
1
-
NOGRAo NG
INS
jVs 5
SAF
3M,7N SA4
545.;
..
SAP�-��NSAF SAF � _59..
..
sAF._. �ry��4S
_ sAF AM}7� l
'-• 1 _
IGO
m +
�r�l
SAF' -'$AF
� M171'
i
yN,
`
�-
%•�
-
' f
_... .....
4
�
Y'l�
Iwf
♦
1
f•
'♦ I¢
�< <
�' ��
�' �- �' -
♦
-
..., _
':
�
+\Ill` ~
`•� LONG CREED
_...._....
�1
; ; , :
------
I
�
I
LmdDesio.
�38 NOEiN l)fi.11A1,1 SiREE i
pINC9TiE. �lC �d2112
rw.xvuvs
iriYYY SICN.C(141
Ni; f;lq :pM mtic 41ISNSF n cnsfa
4wr
WILDLANDS
lwr'l kkpfl"G
NEW
LONG CREEK
17
GL e.0
6.25
i3 G.
E..]I
NOT FOR
CONSTRUCTION -
ISSUED FOR
PERMITTING
REVIEW
LONG CREEK
WATER QUALITY
IMPROVEMENT
PROJECT
Treyhurn to 1-485
MECKLENBURG COUNTY.
NORTH CAROLINA
REVISION) ISSUANCE
otm. oBr EIR
IX wumY Noe
rxCHECl ay JE�K
An
Ww —2
fgRi' 1-p
STREAM PLAN
AND PROFILE
C—V.14

700
595
Soo
E85
122+80 224+00
15'SANITARY
124+50 125+00 225+50 126+00 126+50 127+00 127+50 128+00 128+50 129+00 129+50
3s• �. _ RIM:69&91' CONTRACTOR SHALLTAKE PRECAUTION WHEN WORKING -� ( y, •`-' �+ Q
LOD �3SS 3 � INV, IW684.94' AROUND EXISTING UTILITIES ON -SITE. ALL GRADING AND RIFFLE ':. •�� PROPOSED GREENWAY [TYP]
[Da1�S 3SS INV, OUT:684.84' MATERIAL SHALL RE PLACED TO AVOID DAMAGING E7C15TING� . �•
3gg` VTILITY LINES- ANY REPAIR WORK RESULTING FROM DAMAGE 4
�3SS 3Ss CAUSED TO UTILITIES DURING CONSTRUCTION WILL RE THE ` •� ..
\ too `3SS 3SS ` RESPONSIBILITY OF THE CONTRACTOR. I
d SS
iMi7N \
N iM1�IJ �_ IM13N ` ;� ` �Lbb—_ 3
/ iMT7N JM13N— 4PA N`3.S55s
S�DN�LOD— � �Mllll� JM17N�
_ ass L D S 4M17N
-- _ S
D
asx�
Y � �
4
�•• ��Q mac,
SSMH
RIM:599-06'
INV. IW688A8'
INV. OUT6WX'
EXISTING DRAINAGE FEATURE.
GRADE TO DRAIN TO NEW
CHA N NE L ALIGN MENT A ND A PPLY
SWALE STABILIZATION
y1
� 1 � LOA — LQD i
iM7DN_ SSMH—
RIM:697.60' �•_ 4` !
INV. IN:684.40' [SE]
�INU_IN:585.94'
ppt� — 355_ INV- OUT'684.23'
199
L
`ass Zn Op
• �
ICD-
5735s ... �. �M7Oh 00
+ j
O � � hi
PROPOSED GREENWAY DITCH . - 3sS-3s5 r-i
SEE DITCH 1, SHEET C-6AG'Lei
�W
}
7rp
bq5
___+� 680
129+80
- `\ CR•ALR
129400
�_ -
594
y11 95
---------------------
col
FILL OLD CHANNFL MP} 00" I+
pOA _ yyf
Lb
Atw
LmdDes4p.
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[%INC9TiE, NC X•02
rw.avuvs
mvwurmEslcn.cwn
Ni; kX[i :r+M LI[SNyF u cns�a
WILDLANDS
ENG„+EER,KG
STV
LONG CREEK
�7
B.7 G19
6.2S 6.1 8.11
G.
h.l'1
NOT FOR
CONSTRUCTION -
ISSUED FOR
PERMITTING
REVIEW
,R'A'CR9R1%
.BOO DF7rssk2,, �r�s
4y G� RE�J
LONG CREEK
WATER [QUALITY
IMPROVEMENT
PROJECT
Treyhurn to 1-485
MECKLENOURG COUNTY.
NORTH CAROLINA
REVISION! ISSUANCE
D65�Gr+FD 6r EGft
onnwxsr. ncc
rEr<f r : �• �d
w STREAM PLAN
AND PROFILE
C-6. 1 5

1
I-A85 BRIbGE _ .l
,
705
LOW CHORD i
ELEV' 709,05-707.60"
70�'
--"'
I
PROPOSER
BA_NKFUEL
•i
II II
II
¢w
_j5
-
695
E](ISTING GROUND
o
690
fiS5
- PROPOSED GRADE
129+80 130+00 130+SD 131+00
131+50 132+00 132+SO 13w0
133+50 134+00
134+50
125+00
135+50 135+80
ep4
`°O
L00
-'---��.._ SM7���L00
..1
,
Hr --- " —
_C
�� LOD—L°O'LOD
E1[ISTINGBRIOGEITYPj
La. LOD LOD--LOD-�LOD--MD—L�
��1.OD_
----%��.k_�kl.`
LOO
5
LO �1ASSf
_____ LOO -PROPOSED GREEN WAY{TYPE ���55EY
a�fy _ass_ —_ —y .:., LOD ---- LOD - V9D - .
��
1� s�
70a SSE SSE SSE
-" w
-6ss- Z _3. `
_ _ sg..-_
�S'
700
---.__--- -
- ----
r SSE. SSE
'E._�s5E
_ ss-r-mo
ss_�sS15��
--
!J
�.3.�, - .:: -_3s'S *k7jv�--__
.._--------_--=------- - -
SSE��SSJ
�_ssE
--'SSk� 51---55�._ _.. ,-
�_._-----_--'
SS�-SS_�SsrrSS
-3-�`-35S—p
I'-
s _
_ SSE r SSE
~~
� SSE" � SS
SS SS �� -
55 - - 2A'
35S
- 3ss
� 355 r 35- 5
355�355-��
35S _� 355 �� - DQL
_ -
LJ
Q
}55� 355
SSE _ - �_ 55 � SS ®
3SS �
'_�f
dam
-
D
�
aD7��f55�5S�f�5�sSJ- --- J-35S�-3SS
• 5 00, 355
—ASS-355�355r----- ---
--- -•--
�a��
Ovi
•
55
ss r rpy ass -- 3 db5 Go, -- om uDi
— am °oi — am — avi —.aa'
a01 r
am — avi f
1
'
!
f
EXISTING 12" CPP TO REMAIN. y
OdTE FT ARMORED WITH 0p'
PROPOSED STREAM BANK
690-
135+00
1
I
PROTECTION
I31+00
�CR{R i i3.3.00
690
_ I3Y*pP
Gas
r
Q h9(1
i
f
-�1
LONG CREEK
�NCIWF `
�
GO, -� 007 —_- - 00l - - CO, - -- n0�-- - ---
PROPOSED ROCK
OVERPASS PIERS{TYP)
sTA: 13S+40
I
BANK PROTECTION
/ LONG CREEK
+
I-465
BEGIN REACH 3
1
1
350' PLIBUC R{W
I STA: 132+93
LONG CREEK
END REACH 2
LmdDesio.
:2.9N MISiUJNM STREET
CIIMLOTiE. i!C �d2112
wxv IG
11M1IlY! LAHW ESI se -a-q
Hf; FIp xr+M1If7'N5F nc-ossa
0
WILDLANDS
l N GI"FE If nG
STV
LONG CREEK
B.1 �
fi.7 'E.14
6.L
6.25 6.i1
13 G.
6.27
NOT FOR
CONSTRUCTION -
ISSUED FOR
PERMITTING
REVIEW
LONG CREEK
WATER QUALITY
IMPROVEMENT
PROJECT
Treyhurn to 1-485
MECKLEN13URG COUNTY,
NORTH CAROLINA
REVISION ! ISSUANCE
nE.swMEoer e�
wuwRsv Mcc
CYCCIU]] BY. JE�K
YErtr r :+•
P
w STREAM PLAN
AND PROFILE
' .

15' SANrFARY
695
SEWER EASEMENT
645
EXISTINGGROUND
690
I
6°C
w
�r
an
•
STA:138+88 - -
- -
-
�
�
- -
-
1_
TOP:685.16'
INV:684,40'
680
_
8" SEWER PIPE
680
135+80 136+D0 236t50
137+00 1374-50 138+00 138+S0 139+00 139+50 140+00 140+50 141+00 141+50 141+30
ob.
IO ❑
=�
� ytt�
Lop LOD --- LDD LOD — LOD too
�� LOU LOD LOD
6G �
k IOp
LOD LOD LOD LOD
Ar
PROPOSEDGREENWAY(TYP)ID°
-- --- —
-------------- - - -
■■■■
g•.•"�ss - .... _ • - �� I yamLDD
�LOD[OD —LOD--LDO% - -
LOO LOp �
j
ss
--------n,--- -
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- - - -
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REVISION ! ISSUANCE
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REVISION ! ISSUANCE:
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MEGKLENQURC., COUNTY.
NORTH CAROLINA
REVISION ! ISSUANCE:
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w STREAM PLAN
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680
675
670
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665
165+50 165+80
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BEGIN REACH 4-FLOOD PLAIN 8ENCHI NG
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675
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100
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pnr rrrr+
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LONG CREEK
WATER QUALITY
IMPROVEMENT
PROJECT
Treyhurn to 1-485
MECKLE;NBURG COUNTY.
NORTH CAROLINA
REVISION ! ISSUANCE:
nes�cr+cne.' ec.�
CRAfYR 61' HC�
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680
675
670
665
i I
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ELEV
-
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= 670.65
.
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_
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44
165+80 1.66+06 166+50 157+00 167+50
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6B5
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END REACH 4- FLOODFLAIN BENCHING
BEGIN REACH 5
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M EGKLENQU RC+ COUNTY.
NORTH CAROLINA
REVISION ! ISSUANCE:
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rxuwNBv Mcc
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680
675
670
665
662 1 1 i
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177+50 173+00 173r50 174-M 174+30
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5
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,rH7�355 Ste' �3SS_ ��
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ss
55
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55
c, -As5 / � 5
J
4_s Sal ass �
3sS'� .- ..
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9s
Aim _
6BG
67i
67:
565
— 662..
177,70
ss' l EXISTING DRAINAGE FEATURE.,
Ss --''Ss GRADE TO DRAIN TO NEW
CHANNEL ALIGNMENT ANDAPPIY SS
35s SWALE STABILIZATION 3gs_ �ss f
SE' _ S�v ]
------- - --- -- -- assnew
- _ : . ..... .....
173+Oq
660
1
cR•�R . ..... _.... _.... ..... ....
LONG CREEK
�n
68D 680 ��
0 ff7
,- rw
EXISTING DRAINAGE FEATURE. I i
EXISTING DRAINAGE FEATURE. GRADE TO DRAIN TO NEW
GRADE TO DRAIN TO NEW CHANNEL ALIGNMENT AND APPLY \
y CHANNEL ALIGNMENT AND APPLY JF SWALE STABILIZATION
SWALE STAR I N ww—a ypF _L�`yt et� LOO_�M _ 'LOD - "LOD -- L00 -- LOD —CLOD — LOD --- LOD — LOP - - LOD - — L00 - LOD --- LOD
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pnr r +
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LONG CREEK
WATER DUALITY
IMPROVEMENT
PROJECT
Treyhurn to 1-485
MECKLEN13URG COUNTY.
NORTH CAROLINA
REVISION ! ISSUANCE:
bF.SGMFD BY EGft
IXtAriN BY NrC
. xCMEC BY. �
PERT 1.:r
(D
-Kw,, , =R
w. STREAM PLAN
AND PROFILE
V .23

IS'SANITARY
SEWER EASEMENT
n n I
� w rE%ISTINGGRflllNO
680 ti - - - -- j- = - -
N
6 rn
i m -cp �- t
m
b m
680
PROPOSED BAN_ KFULL� -- -- - -
-- - �. 4
4`--
.. ............. v�. . _.... . -....
_.1
.. .. ... _. .. r.... _. .. .. . _....
. �..... .I.. a...575
......-
N PROPOSED GRADE F w F ]
-
i
- 0.046 1-1.Og6
fi70 -
--- - -
I
- —.-- --- —
-Q.895
S7A_178+50 -
—� -♦—
- -
TOP; 669.99'--
INV; 659.02'
- I'll SEWER PIPE - -
- - - - -'—
--
66S
fi6O
660
177+70 178+00 178+SO 2.79+00
179+50 180+00
180+SO Y81+00 181+50 182+00 192+SO 183+00
193+50 181+70
�37
13µ
CONTRACTOR SHALL TAKE PRECAUTION WHEN WORKING
SSMH 7_
R1M:67956' 3.) BN�*
3D� FLOW: 666.01'
�
i] 3 SS
5—SS�sS
JSS�S I
' 355 35
355
AROUNO EMSTING UTi LITIE5 ON•SFFE. ALL GRADING AND RIFFLE
MATERIAL SHALL BE PLACED TOAVOI❑ DAMAGING EXISTING
UTILITY LINES. ANY REPAIR WORK RESULTING FROM DAMAGE
+' .� dd' SS
3D 3]
J i] SS r� 355
r
CAUSED TO UTILITIES DURING CONSTRUCTION W ILL BE THE
�`3PR
37 55 f S
RESPON$101 FFY OF THE CONTRACTOR.
;7 f _ SS 5S 355 Y 35
J
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7
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._____- _ .._ . - 576" �r
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�• -- �l� T _ ~ _
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•�'�..
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..
_ 1
610
675
y CR-1Z - .. f -----
1 78+00 _ - i _
179+0
LONG CREEK
clt_cpt
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7 F
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;.A INV. IN:669.8fi'
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+
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LOD GRADE TD DRAIN TO
-ern CHANNELAUGNMENTAND
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APPLY 1
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LOD SWALE STABIU2ATIDN I I
—� LDD' N
- qjf y EX15T1NG 18" FF$
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GRADE TO DRAIN TO NEW 1
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LONG CREEK
f7
fi.7 6.i9
6.25
6.
6.77
NOT FOR
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ISSUED FOR
PERMITTING
REVIEW
pnrrtny
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Y�st �GIHEEv� �•�`
yw G, RE�ii+`o.
LONG CREEK
WATER QUALITY
IMPROVEMENT
PROJECT
Treyburn to 1-485
M EC KLEN13U RG COUNTY.
NORTH CAROLINA
REVISION) ISSUANCE
CEsicMrn BrEVN
BruwN sv Mcc
CMEC BY. JE�K
YEref r:+•
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STREAM PLAN
AND PROFILE
V-6.24
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N �
1rr II II I. ..... ..... ....
670 7uf7o
665
660
1S3t70 134+00
, ,��, EXISTING
N W
._.....�. _... .__.-__ .n+ 4. . --.
,I ,I
onvncr n r_va nc
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11
H
1 �
I
I
15' SANITARY
SEWER EASEMENT
ai +
II
�-
-1 J
A�L%
-� STA:188+49 TOP: 668.06'
INV: 667.11'
10" SEWER PiP€-
igwl®
-- - -I —•------ - — — -- - r --- F_
186+50 187+00 187+50 188+00 188t50 189+00 189t50
PROPOSED GREE NWAY(TYP) 15'
fLL_ 5 SS�55f 3 55
f
'�`-•-�ARlp14=355f �55�SS.r SSf J3 f35Sf
. Ol iAAt[31V 9��+55 .
SS-55---SS—SS-55 - SS—SS—S� S, 5 SSA S ass
3SS - i - 3SS - 35S — 355 4--- 355 — 3SS WdC '}SSf 3
ass—assl}y 1 �
10" PIP
E''JS TOP:667.44' N S^n m I
670. 675
675 I
M
� � I
' II
• �: / IBg+ap I
EXISTING PUBLIC ,.��-:,l�-' ,.�,. '-��}`-�,.� ,
DRAINAGE EASEMENT
FRQPQSCQ GRECNWRY GRIpGE >b1 ,.. - • -• • • • • •
♦ I 7 _� LI�O
LONG CREEK
.....
.....
i 'o ,• t •• CONTRACTOR SHALL TAKE PRECAUTION WHEN WORKING �0
N1
Q % AROUD EXISTING UTILTON-SITE.
IES ON-S. ALL GRADING AN RIFFLE
•••y .y�nhr MATE RIAL SHALL BE PLACED TO AVOIA CAM AG I NG E%I STING
UTI LITY CIN ES- ANY REPAIR WORK RESULTING FROM DAMAGE 1 1 m
••' CAUSED TO UTILITIES DURING CONSTRUCTION WILL BE THE 111 l 5o�
RESPONSIBILITY OF THE CO NTRACTGR- M i}
• ti , � � V1 �J. i4 ,4 .0 .4 'uL r. ,r w ,r �NGLl �: .r
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a
I I
184+50 185+00 185+50 186+00
MT3rf —396T AIr7i$91-35AfK1�3N3S'r---M31h-9,; __ Yk 4 O%' I
Sum
--55 55- -ss--SS--55- 55--SS-.-55�-55:-.—S5 2a^ryC 55---55-- .5
r 3SS --- 355
ass ---355
PROPOSED GREEN WAY {TYP)
--------------
f- /• PROP05C D G REENWAY DITCH
SEE DITCH 4, SHEET C-6.A7
/
1
660
a 575
,
6701
6651
660
189+80
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LONG CREEK
62.. 4.15
21
NOT FOR
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ISSUED FOR
PERMITTING
REVIEW
DS�T.D �7b2T
LONG CREEK
WATER [QUALITY
IMPROVEMENT
PROJECT
Treyhurn to 1-485
MECKLENE3URG COUNTY,
NORTH CAROLINA
REVISION) ISSUANCE
OES�GMEO B�' Ew.'
IXtAYYN BY MrC
CWE BY. J�Z ����fffff7V���1f
• , VC/
w STREAM PLAN
AND PROFILE
C-6.25

R90
52
SM
M5
190+00 190*50 1514M 191+50 192+00 192+50 193+00 193-50 194+00 194t50 195-M 195-50
680
675
6E5
- 66�-
195+80
�4f dIK7 °p rao
1S5 ia�3J� 31'17] —ftq
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ass�_asx �ss�ss ~3so �` �33� ��. -Lva
�sS— 24" 9 �e *Y lby`•\L \`, _
C 37 aD L ' ass —ate— ss�ss— �yss�}_�� �M771y— `3} =' ��
ass—�~Sf 6>s, �'1q 73N_ 13.7 (p0 `
ass so7 —a `ss_ � as L too .`
ss'-35s-� �Ss� 73 a�7 � �3�-3J PROPOSED GREENWAYIIm
\/� 3iT`__ ass` • -WON —i7_
N
875'• � • • �. STA: 19A+10 `�5�` � D 3
���
675 ass J3y�s SS-- LflNGCREEK 'j�4D7---- iM733� 100
•'►. �355 8EGIN ACH 5REACH
BEGIN REACH 6 s
s` vv7_
SS
/ -
- ST
--- --- - -- r ass —`�_ �i ....
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/ _ .. — _ — s .. , ��5�
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SAF
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SAF �� r,,pF cl \
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�NCL�F ~ NCLWF 'I —__- r......... I67,
_ �-
[Ui'�FWFSP'F y� _ — EXISTING'DRAINAGE FEATURE.
NCLWF � N �1 - N ---- { GRADE TO DRAIN TA NEW F'
�CLY'%F - t �l9drEtiV SHALE SCHANNETABILIZATION UGNMI ENT
AND APPLY ---- x ------ x 4---- JI T
�L�JF �01s� too `.�L�� _____.1'._____ILLJ
_�� - J'.� —LO6--.L•Yu_t——rtA9`�L�Q,�, �IJ
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r
i CREEK
sy�
SAF
PROTECT AND RETAIN EXISTING TREES ITYPj
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WILDLANDS
E NG f"EE Rf"G
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LONG CREEK
r.]l'
fi7 671 fi25
fi.l b-11
� 6.T
NOT FOR
CONSTRUCTION -
ISSUED FOR
PERMITTING
REVIEW
LONG CREEK
WATER DUALITY
IMPROVEMENT
PROJECT
Treyhurn to 1-485
MECKLENQURG COUNTY.
NORTH CAROLINA
REVISION I ISSUANCE
nFSK:Mmrrc FEW
DMWN BY MLC
rxCmcC BY. x.
STREAM PLAN
AND PROFILE
L .

vui
I
oau
675
665
.+
n
675
m
aw
_
^PROPOSED
BANKFULL I.
EXISTING GROUND
II
—
660
I
PROPOSEDGRADE
- -I- 1 1
660
--
---
195+30 196+00 196+517 197+00 197+50 I98+60 198a30
D_ 1
Loo tip
%ton
55 --_LOD PROPOSED GREENWAY DITCH
LQO SEE DITCH S. SHEET C-6.48
_� -- LOD - — LOD LOD - - - LOD
too
I [pD
SAI
cob
r
PROPOSED GREENWAYMP) _GDD J
too - ,
-
wo _
---- Lqb
_ - PROPOSED GREENWAY DITCH
SEE DITCH 6, SHEET C-5.48'
55MH / / ••
RIM;677.17'
INACCESSIBLE ,'� may•
�7
�355�355 —315_�.355� 3��3J� 3J f"�'6 L1S }
39
5 ---- 3S5 3J� ,S .1� 1
3S5---- s •r a" '.''�SS_3ss--3S5 /S`' `+ �.
-3s5� '�'�Ss_SS� Ss
355
3sS�-3s5----?55�3 ss—n_SnS
� ssS
. ..... ..... ..... f 73 —9s5 ---355 -- J —
�..�5>s� �... _.... ..... _...._. r
- - zs6 r � CR-cK 1 8x zs8+29
❑
STA: 198+07 pp� % . ❑
- _ LONG CREEK V
670 %' �X, END REACH S O-
_
Ln 6rz - v+F
a1 �74,�-- 67�-1-0NG CREEK `D° -
� � �J
x---X---x --Y --.. OQ NE'L
b--! Ri99L i6B--HfLY®D---+Gm .N VWfieD LLC�Yf
Uf I
r' ExISTING DRAINAGE FEATURE-
QC� GRADE TO DRAINTO NEW
G I CHANNEL ALIGNMENT AND APPLY
SWALE STABILIZATION I
r
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LONG CREEK
fi7 G.1?
6.25
G1 b-11
NOT FOR
CONSTRUCTION -
ISSUEU FOR
PERMITTING
REVIEW
nnrrtr+riy
~t`S.0 F`GINEEF g
I+�Cr tl8/T.3/2tl21
LONG CREEK
WATER QUALITY
IMPROVEMENT
PROJECT
Treyhurn to 1-485
MECKLEN13URG COUNTY,
NORTH CAROLINA
REVISION) ISSUANCE
QOIZN-bW EoN
DRAWN BY MCC
vfBr f••�•
STREAM PLAN
AND PROFILE
C-6.2 7

705
SAN
SE,
EASE
700
sTA : 506t00 j
ELEV = 699.37 /
PROPOSED GRADE
695
APPROXIMATE LOCATION -
s" PVC
TOP: 696.34:
INVERT: 695.67
690
665
506+D6
5'
ITARY
NER le 00 to
T,�
MENlk
N w 1Wu
N N +
EXISTING GROUNE
W W
Ian G 3
= PROPOSED BAN
i rn
o m
11
STA = 506+36 - _ _
• •�
ELEV=fi97.55 5fA=SC6+41-
697-55
�8
EI.EV=
STA = 505+90
.. .. ._ ..
ELEV- 696,20
5!'A = 506+95
ELEV = 696.20
506+5o 507+00 507+50
S `
TR16A s
705
0ULL
700
Ccl9
690
695
507+70
dQ
� ~ass
3ss�
••'�_ ` 355`3 VC ~3S-S�3ss
ell-
3s5
ca
OD]
h - t
STA: 507+52 �}
40] Q TRIB A WORK
LONG CREEK CONFLUENCE
�D]
9
_Co7 c7 `o, — oai — nog —001--
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NOT FOR
CONSTRUCTION -
ISSUED FOR
PERMITTING
REVIEW
LONG CREEK
WATER QUALITY
IMPROVEMENT
PROJECT
Treyburn to 1-485
MFCKLENBUIRG CCU NTT,
NORTH CAROLINA
REVISION ! ISSUANCE
OE_SGHIV Irt EPN
wuwrc sv Mrc
.-VCHECIUII6Y. � •
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ryriplit
STREAM PLAN
AND PROFILE
w KC-6.29

705
700-
695
690
685
228+50
+
ry
�
Q
7
EXISTING GROUND
xa H
m SANITARY
SEWER
n
EASEMENT •^+
'°
yn
11
m M l` PROPOSED BANKFULL
Yy
II 11 H I,
¢ } ¢
I
I I I
I
PRO SEDGRADE
24' PVC
_
TOP; 689.45'
INVERT: 687.45'
_
229+00 229+50 230+DD 230+50
/c
f + �
1 yyI
u
�Qtr `• U3' PROPUSEDGREENWAY{TYP]
��otr zl
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tg
TRra g 41 ,If
ti `•' �Y'q e' ' �,.c5 ...
CE
\ ^2 11
ti y
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5$. FILL EXISTING WETLAND DITCH
If
iDl.7
• 70D
IFMI
• 690
665
231+00
I
111� r r
5TA'230+50
TAI B B - ENO WORK
LONG CREEK CONFLUENCE
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REVIEW
LONG CREEK
WATER QUALITY
IMPROVEMENT
PROJECT
Treyburn to 1-485
MFCKLZNBURG CCU NTY,
NORTH CAROLINA
REVISION ! ISSUANCE
OE_zGH[-06'r' EPN
oHAHrct B'/ HUG
rxCYCC1 av gyp•, 'I
RL HKAU
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C-6.35

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I
I
SSMH
RIM:698.91' J
INV, IM684.t
INV- ❑UT'.684.84
I SAP f SO, �l
PROPOSED FLOODPLAIN POOL `y ��y _ 124*pU •••` -"'F Q �44.
EDGE OF FLOODPLAIN GRADING00
_
y
Col
,r
Pp 1 C0 6,1'
TREE SAVE- ti 1'.. _Lq4 .Yiig7S'SJ
,
0j Al SA GRADING WITHIN 1 `• _C0
\P, O ( y� SAFETY FENCING _ O
CQ _
APPLY SWALE STABILIZATION 007 '1yf.� 4 yb3' ,� ❑_ 'y�
log
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•.,
RIM:698.00"�,p1�6"9G •.S -.`�`�
INV. IN:595.30' ❑ pT s. ''► 217 '
INV. ❑UT�685-25' '� j `O Y, y- +00
0 S _
Oj FILL EXISTING CHANNEL l ` 'E4F•- ` j +4q EDGE OF FLOODPLAIN GRADING
p�j ` �� Yys -1 �l •� ► • - np
C4, �1D'
SAF SAF
` RIM;699.96' J 6Q. 58 • ...ti
INV. N:585.86' a r 231)
.....='U7— INV. OUT: 685.78' •. -0
00
PROPOSED GMENWAY(TYP) CO, 00 PROPOSED FLU bIN POOL Q07`QR7'col
—
007�
007 OU7 APPLY SWALE STABILIZATION _ 007---
4Q7 407 °Or sSMN
007 SSMH RIM:701.24' FILL EXISTING CHANNEL
0 - r `- RIM:700.29' INV.IW686-44' 00) 0GI 60T oOT
0) ' `� • %.� INV. IN;686-20' INV. CUT:686.41' FILL E%ISTING�
� INV. OLIT686.20' CHANNEL F QO
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WILDLANDS
I NO—F. F. IIING
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NOT FOR
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ISSUED FOR
PERMITTING
REVIEW
111.1 FT�y
,..�A�H CANp16rn5
9L=
5st GIH Fry -
�Yala
LONG CREEK
WATER [QUALITY
IMPROVEMENT
PROJECT
Treyhurn to 1-485
MFCKLE;N13URG COUNTY.
NORTH CAROLINA
tmwm ro lass
FtEVISION I ISSUANCE
F*.S�. GD IN EEW
o w"iw MCc
CIEG BY.
YERr Nu
ADDITIONAL
GRADING
�J
■

fla
i
rp pp)
01 1
O
661 D'
'
°O� p
EXISLING PUBLIC
DRAINAGE EASEMENT l
EDGE OF FLOODPIAIN GRADING ���'_` yiyp 1 EDGE OF ROODPLAIN GRADING
M�
y a01 —�v _
f
aa j apl—QDi—av}r ..... _....
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GO i�`Y]N r • pO,
'► yM� //�bS iMID I
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ape �aN yM7j fir' �1
SpF
_ ti ❑ r r �55.;
1p STREAM GF,L�.K �`t7 • •�
R@STORATIDN G •'� �." _
_ TOP OF PIPE! 668-D6' ♦ 1OI
tr,10 PROPOSED i ••�
°C i ELEVATION: 569.28' j . . .....
.....
...
....�
�N
.p� ■-• �-• - PROPOSED GREENWAY DITCH
�tP , : '� • • SEE DITCH 4, SHEET C-6.47
� •' Alt_'
Ol
4. ct
REMOVE FENCE WITHIN _ate i FLOODPLAIN . . s�S g[{�fAr-L CL CL SSMH
i s GRADING, ANO l� NCLW F LL CE RIM:679.56'
PROPOSED EASEMENT � - 10' DIP: FILLfXISTIYG V�Faa .._ � FILL EXISTING CHANNEL FLOW'666.01,
3 .�• -- TOP:667"44' CHANNEL Clarl
N6LWF--.s1 - Q47�
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NG / u_ PROPOSED GREENWAY ITYPI
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tlp �p]GL� �� _ EDGE OF FLDODPLAIN GRADING f 1
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WILDLANDS
L N GIVE E RING
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NOT FOR
CONSTRUCTION -
ISSUED FOR
PERMITTING
REVIEW
•P'ii'cna'%
?�¢t F�sst �r�'s
All -
LONG CREEK
WATER QUALITY
IMPROVEMENT
PROJECT
Treyhurn to I-485
MECKLENBURG CCU NTY•
NORTH CAROLINA
REVISION ! ISSUANCE
MMb D" M
IX wus Nwx
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,Er T nu
ADDITIONAL
GRADINGGRADINGnn
C-6.4V

SEE DETAI L 4 S H E ET C-6-61
RIPARIAN PLANTING
Stre m Banks
Lire Stakes
Scientific Name
Common Name
individual5pacing
li Caper Size
Stratum
Wetland Indicator
Status
%of stems
Corpus amamum
Silky Dogwood
3' OC
O.5"-1.5"
Shrub
FACW
20%
Sale. serf -
Silky Willow
3' OC
D-5"•1-5"
Suh-Canvpy
OBL
40%
Salix nigra
Slack Willow
3' OC
0-5"-1s.
Canopy
OBL
40%
Herbaceous plugs
Botanical Name
Common Name
Individual Spacing
Size
Stratum
Wetland Indicator
status
%of stems
luncus f u
Soft Rush
3' - 5'
1.0" - 2-0" plug
Herb
FACW
40%
Carer 7urrdv
Lurid Sedge
V-1.
1-0"-ZA"plug
Herb
OBL
15%
C.- --tor
Fringed Sedge
3'-5'
1-0" - 2-(r PILq[
Herb
OBL
15%
swrpusc}perrnstr
Wooigrass
3'-5'
1.D"-2A"plug
Herb
FACW
15%
C.-lupulina
}fop Sedge
3'-5'
1-❑"-2-0"plug
Herb
OBL
15%
Bare Root - Bench/Upper Bank Fla ntings
Botanical Name
Common Name
Individual Spacing
Caliper Sim
Stratum
Wetland Indicator
Status
% of stems
A rnus serrulato
Tag Aide,
8' OC
0.25'-1.0"
Sub -Canopy
OBL
10%
Betukr nigra
River Birch
3' OC
0-25"-1-0"
Canopy
FACW
12%
Coryrus omaricana
Hazelnut
3' OC
0-25"-1.D"
Sub -Canopy
FAN
5%
Corpus omamum
Silky Dogwood
8' OC
0.25"-10"
Sub -Canopy
FACW
10%
Diospyros vergini.rw
Persimmon
8' OC
0-Z5"•1-0"
Canopy
FAC
10%
Vlmus vmeric-cr
American Elm
8' OC
Q-25"-1-0"
Canopy
FACW
lO%
Lindem hen-
Spicebush
8' OC
0.25"-l.0"
Shrub
FAC
10%
vrbumum prunrfalro
Smooth Blackhaw
B' OC
Q-25"-1.0"
Shrub
FACU
1D%
Nyssv sylv.trr.
Black Gum
8' OC
0.25"-1.0"
Canopy
FAC
V.
Acer rubmm
Red Maple
8' 0C
0.25"-1.0"
Canopy
FAC
5%
Motenus occrdenralis
Sycamore
8' OC
0.25"-19"
Canopy
FACW
SWI
Xanthorhrm si-plioss-
Yellowroot
8' OC
0-25"-t-D"
Shrub
FACW
5%
Bare Root - Terrace Slope
Botanical Name
Common Name
individual Spacing
Caliper Size
Stratum
Wetland [rdicator
status
%of stems
Pvpuius deltordes
Eastern Cottonwocd
8' OC
0.25"-1.0"
Canopy
FAC
10%
6efWa nigra
River Birch
8' OC
0.25"-1.0"
Canopy
FACW
15%
Corpus fcirrdu
Flowering Dogwood
S' OC
0.25"-1.0"
Sub -Canopy
FACU
10%
Acerrubrum
iced Maple
8' OC
0-25"-1-D"
Canopy
FAC.
5%
Diospyros verginrano
Persimmon
8' OC
0.25"-1.0"
Canopy
fAC
10%
Quercusphellos
Willow Oak
g' OC
0.25"4.0"
Canopy
FAC
10%
lencrom bonzoin
Spicebush
8' OC
0-25"-1-D"
Shrub
FAC
5%
Ivy-syl-h-
Black Gum
8' OC
0.25"-1.0"
Canopy
FAC
10%
Plvtvn us vccrdentolis
Sycamore
8'0C
0.25"-1.0"
Canopy
FACW
5%
Quercus mbry
Northern Red Oak
B' OC
0-25"-1-D"
Canopy
FACU
10%
Asiminv trilobo
Pawpaw
8' OC
0.25"-1.0"
Sub -Canopy
17AC
5%
kamamelis urrginior-
Witch Hamt
8' OC
0.25"-1.0"
Sub -Canopy
FACU
5%
WETLAND AREA PLANTING
Disturbed Wetland Area Planting - Bare Root Canopy and Subcanopy Species
Botanical Name
Common Name
Individual Spacing
Caliper Sixe
Stratum
Wetland Tndicator Staten
of Stems
Plat-s ocadentvlis
Sycamore
6-12'
0-25' 1.0"
Canopy
FACW
15%
Acer neguode
Boxelder
6-12'
0.25"-1.0"
Sub -Canopy
FAC
10%
8atulc nrgrc
River Birch
6 12'
0.25" 1.0"
Canopy
FACW
10%
Celtic lvavrgaty
Sugarber y
6-12'
0.25"-LD"
Canopy
FACW
10%
Cluare- michouxii
Swamp Chestnut Oak
6-12'
025"-1-0"
Canopy
FACW
10%
Ulmus crrrarlcarra
American Elm
B-12'
0-25"-1.0"
Canopy
FACW
10%
Ain-semulota
Tag Alder
6-12'
0.25--1.0"
Sub -Canopy
OBI_
5%
C-rcus lyre[.
Overcup Oak
G-1Z'
ant 1.0"
Canopy
ODL
5%
4uercuspaiustrrs
Pin Oak
6-12'
0-25"-1.0"
Canopy
FACW
5%
Lindzro be-m
Spicebush
6-1Z'
0-25"-1.0"
Shrub
FAC
5%
Aims semulvta
Tag Alder
5-12'
D-25"-1.0"
Sub-Canvpy
OBL
5%
Cephulanthus occidentolis
Buttonbush
6-12'
0.25"-1.0"
Shrub
DBL
3%
Vibumum nudum
Possum haw Viburnu m
B-12'
0-25"-1.0"
Shrub
DBL
3%
lrev virgem-
Virginia Sweetspire
6-12'
025"-1.0"
Shruh
OBL
2%
Hibiscus moscheutos
Swamp Rote all
6-12'
0.25"-1.0"
Shrub
DBL
2%
1.00%
Supplemental Wetland Area Planting - 8are Roots and Herbaceous Plugs
Botanical Name
Common Name
Individual Spa< ing
Caliper Size
Stratum
Wet l and Indicator Status
%of Stems
Linda_ benz'2m
Spicebush
12-16'
0.25'-1.0"
Shrub
FAC
13%
Alnus serrufoio
Tag Alder
12-16'
0-25"-1.0"
Sub -Canopy
OBL
11%
Ceph.l.nthus ocadentolrs
Buttonbush
12-16'
0.25"-1.0"
Shrub
OBL
8%
Viburnum nudum
Possumhaw Vibumum
12.16'
0.25"-1.0"
Shrub
OBI.
7%
lteo virginrco
Virginia Sweetspire
12.16'
O-Z5"-1.0"
Shrub
OBL
5%
Mill-mpscheut.r
Swamp R.-nnal low
12.16'
0.25"-1.0"
shrub
DBL
5%
HeLvnthus onyustifolius
Swamp Sunflower
12.16'
Quart
Herb
FACW
3%
fu[rochrum fastubsum
Hallow Joe Pye Weed
12-16'
Quart
Herb
FACW
B%
lunms elfuru
Common Rush
12-16'
2- Plug
Herb
FACW
10%
Paitandra virginwo
A- Arum
12-15'
2" plug
Herb
OBL
12%
Cvrex Vulpinvidev
Fox Sedge
12.16'
Z" plug
Herb
DBL
12%
1�
L L LLL I.. Li. Li-L- 1__L L-1_. i.
LLLLL L-'- L - II ._-- ..-- '-L
L."_,_ LL.L,L-!- .
SEE DETAIL 4 SHEET C-6.61
+
+ +
+
}
+
+
+ +
RIPARIAN SEED MIL TO BE APPLI ED
ON ALL RIPARIAN PLANTED AREAS
AND DISTURBED WETLAND AREAS.
A A A a A AA
n A A a a
❑ a a a a a a a a a a a a
❑ a a a a A A C a a A A❑
anaaaaaaaaana
❑ a a a a a a a a a a a a
A A A A A A A A A A A A
RIPARIAN SEEDING WITHIN UTILITY
EASEMENT - NO BARE ROOTS OR
LIVE STAKES
RIPARIAN ILANTING AREAS ADJACENT TO GREENWAY
Stream Banks
Live Stakes
Botanical Name
Common Name
Individual Spacing
Caliper Size
Stratum
Wetiand Indicator
Status
%of stems
Corpus amomum
Silky Dogwood
3' OC
D.5"-1.5"
Sub -Canopy
FACW
15%
Sombucus convdonsis
Elderberry
3' OC
0.5"•1-5"
5ub-Canopy
FAC
15%
Sa7rx nigra
Black Willow
3' OC
0.5"-1-5"
Canopy
OBL
35%
5.rixse ire.
Silky Willow
3' OC
0.5"-1.5"
Sub­Canopv
❑BL
35%
Herbaceous Pi ugs
Botanical Name
Common Name
Individual spacing
Size
Stratum
Wetland Indicator
Status
% of stems
luncus ff-us
Soft Rush
3' - 5'
1-0" - 2-0" plug
Herb
FACW
40%
C.rex lurid.
Lurid Sedge
3' - 5'
1.0" - 2-0" plug
Herb
OBL
15%
Corexc"rilta
Fringed Sedge
3'-1.
1.0"-2,V plug
Herb
OSL
15%
Stirpus ryperimas
Waolgrass
3'-1.
1.0"-2-D"plus
Herb
FACW
15%
Cvrerlupurino
Hop Sedge
3'-1.
1.0"-2-0"plug
Herb
OBL
15%
Floodplainf U pper Banks
Bare Roots
Botanical Name
Common Name
Individual Spacing
Caliper Size
Stratum
Wetland Indicator
Status
yr, of stems
Am 1-flier vrborev
Serveceberry
B' OC
0.25"-1.0"
Sub -Canopy
FAC
1091.
Calircorpa americona
Beaurybury
8' OC
0.25"-1.1y,
Shrub
FACU
10%
Cercrs mnadensrs
Redbud
B' OC
0.2511•1-0"
Sub -Canopy
FACU
I"
Corylus aznarrcana
Hazelnut
B' OC
0.25"-1-t1"
Sub -Canopy
FACU
5%
cornus cmomum
Silky Dogwood
8' OC
0.25%1.0"
Sub -Canopy
FACW
10%
flax Venicrilara
Winterberry Holly
8' OC
0.25"-1.V'
Shrub
FACW
5%
Chi onon thus trwymecas
Fringetree
B' OC
O.ZS"-19"
Sub -Canopy
FAC
10%
Symphoricarpas orbeculatus
Comlberry
8'OC
0.25"-1.D"
Shrub
FACU
10%
Viburnum prunrforio
Smooth Blackhaw
8' OC
0.25"-1.D"
Shrub
FACU
10%
Xanthorhr srmplrcissimo
Yellawraot
8' OC
0.Z5"-1-D"
Shrub
FACW
10%
Homume7rs virginranv
Witch I lead
a' OC
0.25"-1-D"
Sub Canopy
FACU
10%
Container Trees
Cerca conadenses
Redbud
50' OC
3 gal
Sub -Canopy
FACU
40%
Pluto- vccidentvlis
Sycamore
50'OC
3ga1
Canopy
FACW
30%
RIPARIAN SEEDING
Apply within pfvnring limits (Applimtrvn Rote rs 2MFr/Acre)
Botanical Name
Common Name
%of mix
Elymus virginicus
Virginia Wild Rye
1.5%
pon-M vrryaram
SWltchgrass
5%
Rudheckia hirta
Blackeyed Susan
5%
coreopsis lcncealora
Lanceleaf Coreopsis
10%
Panicum dandestmum
Deer Tongue
10%
Andr.pogon gervrdir
Big Bluestem
5%
Junius effuse
Soft Rush
5%
Corex vulprnordev
Fox Sedge
5%
schizachyrium scoparium
Little Bluestem
10%
Sargh.stram-to-
Indian Grass
5%
Chamoerristo foso-icito
Partridge Pea
5%
Ascitepras syrraco
Common Milkweed
5%
Herlantlws vnqustifvbv
Narrpwleaf sunflower
5%
Poml rigidulum
Redtvp Panicgrass
10%
NOTES:
L SEEDING AND MATTING MUST BE INSTALLED ON ALL SLOPES WITHIN 21 CALENDAR
DAYS FOLLOWING COMPLETION OF EACH REACH GRADING.
2. SEEDING MUST BE ESTABLISHED I N ALL OISTU RBE D AREAS WITHIN 15 WORKING DAYS
OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER] FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
TEMPORARY SEEDING AND AMENDMENTS
Botanical Name Common Name Application Rate
For{ Winter, Sprang (August I5-M.y 11
5ecale--la
Rye Grain
1201bfacre
Crimson 0.-
5 Ibla-
LadinoClover
51blacre
Summer Seeding (MvyI -August 15)
Avnicum ronrosum
German Millet
401blacre
Crimson Clover
51blacre
Lad in. Cl over
5fblacre
Fertilizer
Deep Cut -Greeter then V19rodmg •
Pelletized hu mic acid with ZD%svlu ble calcium
200 lbs/ac
Slow -release granular organic phosphate 0.20-0
100 Ibs/ac
bir-1 r
20o lbsfac
❑rganic granulated 2-4-3 tent liter
200 1b0ac
chollow/No Cut -2'.r iess gmdmg
Pelletized hu mic acid with 20% soluble raldum
200 lbtfac
Slow -release granular organic phosphate 0-70-0
100 Ib0c
Biochar
2001bslar
O rga nic gran ulated 2-4-3 ferti liter
1,00 ibsfac
NOTE:
GROUNDCOVER MUST BE ESTABLISH ED WITHIN 21 CALENAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING. PERMANENT GROUN DCOVER MUST BE
E5TABLI5H ED FC A ALL DISTURBED AREAS WITHIN 15 WORKING GAYS OR 90 CALENDAR
DAYS {WHICHEVER IS SHORTER] FOLLOWING COMPLETION OF CONSTRUCTION.
'ANY CHANGE MUST BE APPROVED BY THE ENGINEER
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REVIEW
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WATER QUALITY
IMPROVEMENT
PROJECT
Treyhurn to 1-485
MECKLEN13URG COUNTY.
NORTH CAROLINA
REVISION! ISSUANCE
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WATER QUALITY
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Treyhurn to 1-485
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NORTH CAROLINA
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CONSTRUCTION -
ISSUED FOR
PERMITTING
REVIEW
LONG CREEK
WATER QUALITY
IMPROVEMENT
PROJECT
Treyhurn to 1-485
MECKLEN13URG COUNTY.
NORTH CAROLINA
REVISION I ISSUANCE
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POINT PER PROFILE
- THALW EG EM BEDDED LENGTH
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❑.5' MAX. NORMAL WATER BED MATERIAL
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—. /-POINTPERPROFILE P,
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NONWOVEN]
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ITYPI
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RIFFLE BOTTOM
A
A'' WIDTH PFR
T 1
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_
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RED MATERIAL
RIFFLE INVERT PER PROFILE
-� TOP OF BANK (TYP}
12" TOE OF SLOPE
Section 8-B'
No Lur¢r Bcmi
NOTES:
It. BED MATERIAL SHALL BE A WELL -GRADED MIX OF
STONE: SEE DETAIL 3, SHEET C-6.62 FOR RIFFLE
COMPOSITION.
FF11 —BED MATERIAL
LOG STRUCTURE
EXPOSED UNTIL
TOP OF BANK CENTER OF CHANNEL
❑E OF SLOPE
LOg [JeL�lUn B-B'
No liurer Semi
LOG STRUCTURE
EXPOSED UNTIL
CENTER OF CHANNEL
❑F.SICIPF
RIFFLE INVERT PER PROFILE
INNER BERM
BED MATERIAL TOP OF RANK (TYP)
TERRACE
12n.
Section B-B'
With Inner Bemi
( 1Constructcd Riffle
-6.5 N,,t to Sr Il
HEAD OF RIFFLE ELEVATION
POINT PER PROFILE
EMBEDDED LENGTH
Z (TYP)
INNER BERM
TOP OF BANK (TYP)
TERRACE
BED MATERIAL J >4[tWR B-B'
With Imwr Semi
NOTES:
1- STRUCTURES SHOULD VARY IN SIZE AND TYPE
WITHIN EACH RIFFLE-
2. ROCK MAY BE SUBSTITUTED FOR LOGS AT
E NGIN Et R'S DISCR ETION.
3. BED MATERIAL SHALL BE A WELL•G RAIDED MIX OF
S fONk! SEE: O k IAIL 3, SHE ET C-6-62 FUK RIFFLt, jazz Riffle Structure
COMPOSITION. 3
-6.5 Not to Scalr
INSTALL BRUSH TOE OR
STONE BANK PROTECTION
TAIL OF RIFFLE ELEVATION
POINT PER PROFILE
No kuxr Berra
INNER BERM
TOP OF BANK [TYPI
TOE OF
SLOPE
..-_._
.. .. ..
y ``•� TERRACE
• 145-296
„
,
J
J
Log Section B4
With Irdwr Berm
�R-12
a]h[H
BANKFULL
B
ROCK VAN E5 MAY
BE USED IN PLACE
OF LOGS AT
ENGINEER'S DISCRETION
TAIL OF RIFFLE ELEVATION
POINT PER PROFILE
Angled Log Riffle
Not 41 `'i le
TOP OF
A
S5 TO BS'
[nP}
.;,. 12" DIAMETER OR
GREATER [TYPI
•�•, BED MATERIAL
BRUSH Tn`
l ISM
Ir�' /A'
Plan View B
Nu LS'
I- BOULDER MATERIAL CAN BE SUBSTITUTED IN PLACE OF ANGLED LOGS WITH APPROVAL OF
ENGINEER-
Z- BED MATERIAL SHALL BE A WELL -GRADED MIX OF STONE: SEE DETAIL 3, SHEET C-6-62 FOR
RIFFLE COMPOSITION-
3- FILTER FABRIC TO BE TRIMMED AFTER INSTALLATION SO THAT NO FABRIC IS EXPOSED AT
FINISHEO GRADE.
SEE PROFILE
FOR LENGTH OF RIFFLE
B
FLOW HEAD OF RIFFLE
ELEVATION POINT
PER PROFILE }
CLASS I STONE
CLASS A STONE
3" MAX
Section A -A'
— B'
Plan View
CLASS 1 STONE
(2)Chunky(2)Chunky Riffle
-B.S �; nt to Sale
CLASS 1 STONE
TAIL OF RIFFLE
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PER PROFILE
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NORTH CAROLINA
REVISION i ISSUANCE
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DETAILS
LONG CREEK
C—V.5S

3" TO 6" DIAMETER WOODY
DERRI5 WORKED INTO RIFFLE
SUBSTRATE
MICRO POOL HABITAT
BEHINO LARGER WOODY DES RIS
SALVAGED ONSITE
BED MATERIAL.
Section A -A' SEE NOTE 4-
H EAD OF RIFFLE ELEVATION
POINT PER PROFILE
A
RIFFLE BOTTOM
WIDTHPER FLOW
TYPICAL SECTI ON S
NOTES:
1- WOOL] SHALL CO M PRI5 E 20% TO 50%OF TM E RIFFLE
SURFACEAREA-
2- WOODY MATERIAL SHOULD NOT PROTRUDE GREAT THAN
3" ABOVE RIFFLE BED.
3. BRUSH SHOULD BE PLACED PERPEN DI CVLAR TO CHANNEL
AT UP TO A 15% ANGLE DOW IN STREAM.
4. IF NECESSARY: SALVAGED ONS17E ROCK MAY RF
SUBSTITUTED WITH QUARRY ROCK OF SIMILAR SIZE- SEE
DETAIL 3, SH EET C-6-62 FOR RIFFLE COMPOSITION-
S. BRUSH CUTTERS OR OTHER DEVICE MUST BE USED TO
ENSURE PROTRUSION LIMITED TO TOLERANCE IN NOTE 2-
TOP OF
TOE OF SLOPE
3" TO 6" BRUSHY MATERIAL
BURIED INTO ROCKY SUBSTRATE
LOG EXPOSED I" TO 3" ABOVE
FINISHED RIFFLE ELEVATION l
TOP OF BANK 1
SALVAG ED ONSIT£
BED MATERIAL
SEE PROFILE
FOR LENGTH OF RIFFLE
MICRO POOL. HABITAT
BEHIND LARGER
WOODY DEBRIS Plan View
HEAD OF RIFFLE ELEVATION
POINT PER PROFILE
OF SLOPE iJ
E M BED/B U RY IN TO BANK J
70 TOP OF RANK UNE
EXTEND RIFFLE MATE RiAL
3" UP SIDE SLOPES FOR
TOE PROTECTION
A'
L TAIL OF RIFFLE ELEVATION
POINT PER PROFILE
TOE OPSLOP It (TYP)
I W�oody Riffle
-6.s of to Scale
SEC PROFILE
FOR LENGTH OF RIFFLE
B
TOP OF BARK
TOE OF SLOP£ {TYP}
� 7 RIFFLE BOTTOM
A WIDTH PER
TYPICAL SECTIONS
Af e
PARCEL LINE pRI VA7E PARCEL
DO NOT DISTURB
PRIVATE PARCELS
RIFFLE INVERT PER PROFILE
PARCEL LINE
DO NOT DISTURB
PRIVATE PARCELS
I
EXISTING TO P
'...... -. OF BANK ITYP)
Section $-V
Not to Scale
NOTES;
1- STONE SHALL BEA WELL -GRADED MIX OF STONE! SEE DETAIL3,
SHEET C-6-62 FOR RIFFLE COMPOSITION.
2- CLAY MATERIAL TO BE APPROVED BY ENGINEER-
3. NUMBER OF CLAY LIFTS MAY VARY DEPENDING ON RIFFLE DEPTH.
4. ND WORK SHALL BE COMPLETED 0N PRIVATE PARCELS.
TAIL OF RIFFLE ELEVATION
POINT PER PROFILE
TOP OF EXISTING BANK
FLOW SILL ELEVA
PER PRon
A
Plan View
TOP OF BANK SEE LIVE STAKE DETAIL FOR SPACING
Y � DETAIL d, SHEET C•6.58.
L SILL ELEVATIO HEADER LOG
EMBEDDED LENGTH PER PROFILE (TYP) FOOTER LOG
{2}
TOP OF BANK
EMBEDDED LENGTH
{2}
Section A - A•
No Inner Been
Y
SILL ELEVATION J
PER PROFILE (TYP) Section A - A'
With Inner Bent
SILL ELEVATION
�,p• PER PROFILE
BACKF ILL MATERIAL
EXCAVATED
STREAMBED .. FSCOUR POOL
FILTER FABRIC
J
EXTEND WOVEN FILTER FABRIC
5' MIN. UPSTREAM
CR- 11
HE_
L
Cfl-CS
CR-CP
CLAY MATERIAL
4' MIN PLACED IN 6"
BED MATERIAL 6" LIFTS TE❑
LIFTS
BACKFILL
POOL ? fi" POOL
NONWOVEN
EXISTING GROUND FILTER FABRIC
Profile A -A'
Not to Scale
Constructed Riffle - Clay Plug
Riffle - Clay Plug
�.S NM to&A'
TOE OF SLOPE
1 EAD,orm FLE
ELEVATION POINT
Profile View
2 Lop: Sill
Nut to Scale
LENGTH VARIES PER PLAN
B
BERM
HEADER LOG
FOOTER LOG
z
NOTES:
1. BED MATERIAL SHALL BE A WELL-GRAOtD MIX OF STONE:
SEE DETAIL B, SHEET C-6.62 FOR RIFFLE COMPOSITION.
2. FILTER FABRLCTO RE7RIMMED AFTER IN5TALLATION SC
THAT NO FABRIC IS EXPOSED AT FIN ISHEO GRADE.
SEE SECTION B-R' FOR
SIiE
HEADER BOULDER
FDOTER BOULDER
TAIL OF RI>=fLE
ELEVATION POINT
�In PER PROF I LE
ROCK Si ILL PER DETAIL 3, SHEET C-6.62
FILTER FABRIC B.
STONE TO ALSO RE WORKED INTO
W-18" RIFFLE EXTEND 5' MIN BANKS TO PREVENT WEAK SPOTS
THICKNESS UPSTREAM Mari View ALONG CHANNEL MARGINS
HEADER 80VLQER 12-I8" RI F FLE TH I CKNESS
M UST CONTAIN AT LEAST 30%GRAVEL AND SAND FINES
FOOTER BOULDER TO MAINTAIN FLOW AT SURFACE OF RIFFLE
I REMAINDER OF MIX SHALL BE GRAVEL TO COBBLE SIZE)
- - - CLA55 B STONE OR EQUAL {5-12"I RIFFLE INVERT PER PROFILE
40%OF MATERIAL IMINI
Sedion A -A' r TOP OF RANK ITYP]
2" MAX J!
� i•r
Sedion B-$'
NOTES:
1- CASCADING RIFFLES SHALL BE USED FOR
/'4-'<ascadmg Riffle RIFFLE SLOPESGREATER THAN3%-
6.5 Gk to Scale 2. ROCK SILL SHALL BE CONSTRUCTED ON EACH
CASCADING RIFFLE EXCEPT AT CONFLUENCES
•
WITH STRUCTURES.
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LONG CREEK
WATER QUALITY
IMPROVEMENT
PROJECT
Treyhurn to 1-485
MECKLEN13URG COUNTY.
NORTH CAROLINA
REVISION ! ISSUANCE
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BOULDER HEADER
`.� -
FDDFERBDULDER
BACKFILL MATERIAL CAN BE SUBSTITUTED WITH MIX OF
a a BALLAST, No. 57, CLASS AY811 MATERIAL
NO GAP BETWEEN HEADER OR FDOTER BOU L➢ERS OFFSET HEADER LOG EXTEND FILTER WITH ENGINEER'S APPROVAL ON TRIBUTARIES
0.25'TO0-5' DOWNSTREA w FABRIC S' MIN.
INVERT ELEVATION OF FOOTER LOG m d UPSTREAM FILTER FABRIC
PER PROFILE Section A -A'
TOP OF BANK TYP p
. I / TOE of SLOPE a o p EXTEND RIFFLE MATERIAL Tributary A, B, 51, 02, C
fr + HEADER LOG S' �7' LL q 6" UP TOE OF SLOPE
i
EXCAVATE POOL POOTER LOG t_� 5 ; S S ( OMiN - 6" 2A'
F B------� PER PROFILE NONWOVEN FILTER FABRIC _
SCOOR •'� FILTER FABRIC EXTENDS 5' MIN. C f BOULDER HEADER
_ pppL PIACE HEADER BOULDERS TO PIN LOGS }
-- -A' Section A
A' `. y _
20'-30 A ti
BEDDED ANG SILLELEVATION
PER PROFILE EXTEND FILTER
A' 'I flan View FABRIC S' MIN -
UPSTREAM FILTER FABRIC
VANEARM
LENGTH
(X}
View Plan
No baler Herm
NOTES'
1- BACKFILL MATERIAL SHALL BE A
WELL -GRADED MIX OF STONE: SEE
DETAIL 3, SHEET C-6-62 FOR RIFFLE
COMPOSITION-
2. A LTER FAB R IC TO B E TRI M M ED AFTER
INSTALLATION SO THAT NO FABRIC IS
EX POSED AT FINISHED GRADE.
3. SEE DIMENSION TABLE DETAIL 3, SHEET
C-6.62.
4. ROOT WAD NOT REQUIRED ON
TRIBUTARIES.
NO GAP BETWEEN HEADER
OR FOOTER BOULDERS
FLQW—
T
W
1 Lo -Hook
-G• Not to Scab
BACKFILL MATERIAL
HtAUER I-Ut; TOP' OF BANK
FLU H
FOOTER LOC
Section B-B,
VERT ELEVATION TOE OF SLOPE ITYP)
:R PROFILE EXCAVATE POOL
PER PROFILE
VANE ARM
LENGTH
(X1
Plan View
No I1m*r BPmi
NOTES:
1. FILTER FABR IC TO BE TRIMMED AFTER
INSTALLATION 50 THAT NO FABRIC 15 EXPOSED
AT FINISHED GRADE-
2. SEE DIMENSION TABLE DETAIL 3, SHEET C-6-62 -
EMBEDDED LENGTH
MIN 5' (TYPI
z
3 Rock -Hook
'6- Not to Scale
%�n
D
�
o
CHANNEL BEO
2 D' TOE OF SLOPE (TYP1
NONWOVEN`-:;:-�..• -
FILTER FABRIC
LA55 A /B MIX
EXTEND FILTER
FABRIC 5' MIN -
UPSTREAM
STRUCTURE INVERT ELEVATION
TOP OF BANK fTYPI z PER PROFILE. HEADER ROCK
H
ITYP)
FOOTER ROCK
Profile View B-B'
TOP OF BANK
N
w
A i 1
PIN LOG IN
BANK WITH ]I IA'
BOULDERS
r:l
x �•,1 SCOUR
Plan View
No outer Henn
Section A -A'
Y Lang Creek
"'LL LEVATION PER PROFILE
ENSURE BOULDERS OR ROCK
BACK ALL TRAVELS UP BANK SLOPE
A MINIMUM OF i BANK HEIGHT
EMBEDDED
DEPTH (Z)
Section B_Br
NOTES'
1. BACKMLL MATERIAL SHALL BEAWELL-GRAOEDMIXOF
2 Rock Sill STONE: SEE DETAIL 3, SHEET C-6.62 FOR RIFFLE
-G• Not to Seale COMPOSITION,
2- SEE DIMENSION TABLE DETAIL 3, SHEET C-4.62,
TOE OF SLOPE
2.D'
i
SACKFI LL MATERIAL OFFSET HEADER LOG
it
0.25' TO0.5' DOWNSTREAM
OFFOOTERLOG
a i
m
HEADER LOG
'^
STREAMBED
O O
FOOTER LOG
J EXTEND FILTER FABRIC
_ I S' MiN. UPSTREAM
NONWOVENI Jr
FILTER FABRIC
Section A -A'
STARILRE VANE
WITH ONE BOULDER
ON EACH SIDE
INVERT ELEVATION
■EXCAVATE POOL
PER PROFILE
PER PROFILE
FLOww H-
_a
SLOPE-
{_
HEADER LOG
FOOTER LOG
T'rnfile B - F1`
NOTES:
1. BED MATERIAL SHALL BE A WELL -GRADED MIX
OF STONE' SEE DETAIL 3, SHEET C-6-62 FOR
RIFFLE COMPOSITION -
a Log Vane
2. FILTER FABRIC TO BE TRIMMED AFTER
-fi-6 Not to Scale
INSTALLATION SO THAT NO FABRIC IS EXPOSED
AT F I NIS H ED GRADE-
3- SEE DIMENSION TABLE DETAIL 3�SHEET C-S.F52-
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ISSUED FOR
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11A
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LONG CREEK
WATER QUALITY
IMPROVEMENT
PROJECT
Treyhurn to 1-485
MEGXLENEIURG COUNTY.
NORTH CAROLINA
REVISION ! ISSUANCE
ovm.FoeY ears
DRAWNBY NLC
r CYCC BY. X. „
YEkr !rS
NORP Nt9
A. n� DETAILS
LONG CREEK
I

VARIES PER WETLAND SWALE
A BRUSH PACKED WITH LIVE CUTTING
EVERY 3'
EXfSTiNG GROUND
BUFFER WIDTH
VARIES
DIBBLE BAR
COVER SOIL
mzr.
PLANTING BAR SHALL HAVE A
TOP OF BANK
BANKFULL
BLADE WITH A TRIANGULAR
CROSS-SECTION, AND SHALL
TOP OF BANK
s RESTORED
':" �' 6BE 12 INCHES LONG, 4
..:.a%`� ` �:�::`•; ....... INCHES WI➢E AND I INCH
ham:: •. •
�'�'•^ THICK AT CENTER.
l
ROOTING PRUNING
ACING P R
_
PLANTING PLAN
ALL ROOTS SHALL BE PRUNED
• 8" -12"A EADER LOG
Section View
TO AN APPORIATE LENGTH
WG
70 PREVENT J -ROOTING.
A' r" 12"Fo07ER
Profile Viecv
( 3
Q V
TOP OF BANK BRUSH AND LIVE CUTTING PLACED AT 45.90'
BY& ,
..\ -,.
�i .,
•
WETLAND SWALE�
l
DOWN VALLEY'
_ .n
6"LOVER SOIL MIN
INSE RT THE DIBBLE, OR REMOVE THE DIBBLE, OR INSERT THE ➢I BBLE, OR
PUSH THE DIBBLE, OR PULL BACK ON THE REMOVE THE ➢I RBLE, OR
_
TOP OF BANK
SHOVEL, STRAIGHT DOWN SHOVEL, AND PUSH THE SHOVEL, SEVERAL INCHES
SHOVEL, DOWN TO HANDLE TO CLOSE THE SHOVEL, AND CLOSE AND
�" - EXISTING GROUND
INTO THE SOIL TO THE SEE DUN G ROOTS OF EP IN FRONT OF THE
THE FULL DEPTH OF BOTTOM OF THE FIRM UP THE OPENING
FULL DEPTH OF THE BLADE INTO THE PLANTING HOLE. SEE DUNG AND PUSH THE
THE BLADE- PLANTING HOLD" THEN WITH YOUR HEEL" BE
'•� �•'
AND PULLBACK ON THE PU LL THE SEEDUNG BACK SLOPE HALFWAY INTO
PUSH FORWARD TO CLOSE CAREFULTOAVOI❑
HANDLE TO OPEN THE UP TO THE CORRECT THE SOI L. TWIST AND
THE TO P, E LI M I NATING A I R DAMAGING THE SEEDLING.
PLANTING HOLE" {DO NOT PLANTING [3FPLH (THE PUSH THE HANDLE
POCKETS AROUND THE
(]�
ROCK THE SHOVEL BACK ROOT COLLAR SHOULD BE FORWARD TO CLOSE THE
ROOT.
AND FORTH AS THIS AT THE SOIL SURFACE). TOP OF THE SLIT TO HOLD
CAUSES SOIL IN THE GENTLY SHAKE THE THE SEE DUNG IN PLACE.
PLANTING HOLE TO BE SEE DUNG TO ALLOW THE
Section A -A'
COMPACTED, INHIBITING ROOTS TO STRAIGHTEN
ROOT GROWTH. OUT. DO NOT TWIST OR
SPIN THE SEEDLING OR
Wetland Sill
LEAVE THE ROOTS
NOTE: 1
NOTES: I -ROOTED.
1. FOOTER LOG MAY BE REMOVED AT THE -6.6 Not N, Scale
1. ALL WITHIN THE BUFFER PLANTING
DISCRETION OF THE ENGINEER.
REA SHALL BE ❑ISKEb, AS REQUIRED, PRIOR
2" LENGTH OF LOGS SHOULD BE SUFFICIENT
To PLANTING
TO PLANTING"
TO COVER SWALE AND TIE TO EXISTING
2. ALL PLANTS SHALL BE PROPERLY HANDLED
GROUND'
3" SEE DETAIL 3, SHEET C-6"62, _
PRIOR TOINSTRLIATION7OlNSVRESURVIVAL �lgare hoot [ lanting
hoot to Sale
INNER
BERM
EROSION CONTROL
MATTING
- --- -
ER05ION CONTROL
(SEE DETAILI
BANKFULL
LIVE STAKE (TYP) MATTING [SEE DETAILI
SEE PLAN VIEW I
FOR SPACING 1'--I TOP OF RANK
UVE STAKE [TYPJ
SEE PLAN VIEW TOP OF BANK
FOR SPACING�
2 TYPICAL
HERBACEOUS PLUG
HERBACEOUS PLUG ITYP} ttiy
[TYPJ ••
TERM`
�f
TOE OF SLOPEr�
TOE OF SLOPE
_
6' SPACING FOR LIVE STAKES
_ y
6' SPACING FOR 3UNCUS PLUGS
1 BANK LENGTH
MIN 1" MULCH V
BANK LENGTH
a
_
RAISED GROUND 2" ABOVE
3' SPACING FOR UVE STAKES IN
Section View -Tributaries
Section View - LorL� Creek
Riffles with No Inner Berm
PROPOSED GRADE TO
Z!G-LAG PATTERN
Riffles
EROSION
RETAIN WATER
EROSION CONTROL
CONTROL
Plan View - Lang Creek
MATTING
MATTING
- -
LIVE STAKE [TYP} (SEE DETAIL)
)SEE DETAIL)
SEE PLAN VIEW
FOR
TERRACE
LIVE STAKF MP}
TOP OF BANK
SPACING
TOP OF BANK
. ;i;
N�AN KFU LL
INNER BERM ,.
.`<
HERBACEOUS PLUG {TYPI
1"SX CONTAINER
TOE OF SLOPE "y,S✓e�:.?-�"'
IJ
DEPTH
L
} BANK LENGTH
...��
TOE OF SLOPE View -Long Creek
J+I ..
}RANI[ LENGTH
_Section
Riffles es with Inner Berm
Section View -'I}I beta r"
EROSION CO NT ROL
E OF SL
Pool Outer Bend
- MATTING
FILL WITH SUITABLE
LIVE STAKE {TYP} ISEE OETAlLI
MATERIAL CONTAINING
F ERTI LI2ER"SEE PLANTING
6' SPACING FOR LIVE STAKES
SEE PLAN VIEW
FOR SPACING
PLAN FOR RATIO.
6' SPACING FOR JUNCOS PLUGS
TOP OF BANK
2x CONTAINER WIDTHpL`
FOR
i
B' SPACING UVE STAKES IN
�.?w
�•
ZIG-ZAG PATTERN
TOE OF SLOPE 'C i�'
�1Container Planting
Plan View - Tributaries
a Live Staking and uncus Plus
J(�� ti.'
n ` ••
Not to'S � le
-6.6 Not to Smile
} BANK LENGTH
1�2" TO 2" 2' LO 3' UVk SI AKt
DIAMETER TAPERED AT BOTTOM
BANKFULL LENGTH
NOTE:
1. UVE STAKES TO BE PLANTED IN AREAS AS
SHOWN ON PLANS
AND DI RECTED BY THE
Section View - Long Creek
Live Stake Detail ENGINEER-
POOL Outer Bend
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ISSUED FOR
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REVIEW
01 H
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LONG CREEK
WATER QUALITY
IMPROVEMENT
PROJECT
Treyhurn to 1-485
MECKLENBURG COUNTY.
NORTH CAROLINA
REVISION I ISSUANCE
FA..S.GNEO" FEW
CWE BY. JpK
YLRr NM
-DK4 ms
DETAILS
LONG CREEK
C-6.6 1
�W.r

EROSION CONTROL MATTING
FULL BANK
r VARIES
`e�Ya /CH A N N EL BE
CONTINUE ROCK j BANK LENGTH (TYP) .
CLASS 6/1 RIP RAP
1E" THICKNESS
Sedion A -A'
/'—,1Swale Stabilization _
-6.6 Not to S_h,
NOTES;
1- ROCK RED MATERIAL SHALL BE A WELL -GRADED MIX OF RIP
RAP:
DMIN=S" DMAX=17'
40 %CLASS 8, 60% CLASS 1
Log Vane and Log
Large Streams
Small Streams
Rack 1-Hook
Large Streams
Long Creek Reach 2
Long Creek Reach 5
Trib B
Trib c
Long Creek Reach 6
1-Hoak Structures
Structures
W (FT}
5.3
6.7
2.5
3.0
W (FT)
6.7
H (FT)
1-6
2-0
0.8
0-6
H (FT)
2.6
X(FI) - exposed log
R(}I)-exposed
length
320
390
16.0
13.0
boulder length
38
2 (FT) - buried log
2 (FT) - buried
length
6
6
5
5
boulder length
5
Tota l boulder vane
Log length required
38
45
21
21
length {excluding
43
hvokl
0 (Degree)
20-
20'
2W
20'
0 (Degree)
20
S M
5.0%
5.1%
5.0%
4.69E
S N
6.8%
Reach
Riffle Compostion
tong Creek Reach 1
40% Class A, 60%Class B
Long Creek Reach 2
40% Class A, 60%Class B
Long Creek Reach 5
40% Class A, 60%Class B
Long Creek Reach 6
30% Class A, 70% Class a
Trib B
50% Class A, 50% Class 8
Trib AIR 1IB2/C
70% Class A, 30% Class 8
Lateral Ditches
70% Class A, 30%Class R
Large Streams
Small Streams
Sill Structures
Long Creek Reach
Lang Creak Reach
Lang Creek Reach
Trib A
Trih B
Trib 81/82
Trkh C
2
5
6
Y (FT) - exposed rock&g length
16-G
20-0
20-0
5.1
5-0
4-5
7.4
2 (FT) - buried rock/log length
7-5
9-6
9
5
5
5
5
Lag length required/total
31
40
38
16
15
15
18
6ou Ider structure le ngth
Boulder Demensio ns
Large Streams
Small Streams
Long Creak Reach 1
Long Creek Reach 2
Long Creek Reach 5
Long Creek Reach 6
Trib
A/BL/B2/C
Trib 8
Length (ft)
4
4
4
4
IS
2
Width (ft)
3
3
3
3
1.5
2
Height (ft)
2
2
2
2
1
1-5
Log Dimensions
Large Streams
Small Streams
Wetland Sills
Lang Creek
Trib A/61/82/C
Trib 8
Minimum Diameter` (in)
4
8
10
B
•The minimum diameter must be measured at the narrowest point of the lag.
3 Dimension Tables
6.6
EROSION CONTROL MATTING
FULL BANK
VARIES
3�
CLASS 6/1 RIPRAP
18"THICKNESS
L KEY IN U1, BELOW
CHANNELBED
Section A -A'
Rock Bank Protection
-6.6 Not Ifs Safe
NOTES;
1- ROCK BANK MATERIAL SHALL RE A WELL7GRADED Mli Or
RIP RAP_
DMIN=5' DMA%=17'
40 % CLASS B, 6o% CLASS 1
MATERIAL SPECIFICATIONS
PHYSICAL PROPERTY
TESTS
REQUIREMENTS
MATERIAL
N/A
POLYETHYLENE
RECOMENDED COLOR
N/A
"INTERNATIONAL ORANGE"
TENSILE YIELD
ASTM 0638
AVE. 2000 LISS. PER 4' WIDE
ULTIMATE TENSILE STRENGTH
ASTM D638
AVE. 2900 M. PER 4' WIDE
ELONGATION AT BREAK (%(
ASTM D638
GREATER THAN 1000%
CHEMICAL RESISTANCE
N/A
INERT TO MOST CHEMICALS AND ACIDS
6' MAX.
ATTACH SAFETY FENCE
TO METAL POSTS USING
METAL WIRE TIES \\\\\
\ ORANGk: SAFTY
y� FENCE r
"T" OR "U' POST MINIMUM 5' IN LENGTH
DRIVEN MINIMUM OF 18" INTO GROUND
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Cl
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
II II
II
u
2 Safe Fence
-6-6 Not tr, �­ le
4' MIN.
18' MIN.
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ISSUED FOR
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D3/t.o /2D27
LONG CREEK
WATER QUALITY
IMPROVEMENT
PROJECT
Treyburn to 1-485
MECKLEN13URG COUNTY.
NORTH CAROLINA
REVISION) ISSUANCE
o��a. enn
oRI.WN BY Her
CWUMDRY. JE�K
PERT Errs
HaNi'Nr5
DETAILS
LONG CREEK
me

GAG PLACED ON
CLASS 5OR LARGER STONE
SEWN IN SPOUT
HIGH STRENGTH STRAPPING
EXISTING TER RAIN /QEWATERiNG BAG
7J 8" of CLASS B RIPRAP
-----
IMPERVIOUS BIKE 10'
DEWATERING
FOR HOLDING HOSE
_ BED
{SEE INSET PUMP
BAG
IN PLACE.
WATER FLOW
—STREAM
_^r1
FROM PUMP
IS'
FILTER FABRIC
FLEXIBLE
- 15'to 20'
DISCHARGE HOSE
I]tt qm4 tI "A
Inset "A"
Dewaterutg Bag
SANDBAG
jjj 124'X12"X6"I
OR STONE.
IMPERVIOUS SHEETING
FLOW
ERVIOVS DIKE Inset "B"
INSET"B"} hnpenious Dike
❑ OUTLET
PRAP AND
., .4TER FABRIC
-
(SEE INSET "C"I
Plan View
Pump Arnund Svstem
-fii6 N"I tv S-Il
10' MtN
TER FABRIC
Inset "C'
Stahiii7_ed Outlet
STABILIZED OUTLET USING CLASS B
RIPRAP TRENCHED INFO EXISTING
GROUND A MINIMUM OF 6"- SI2EAND
LOCATION TO BE DETERMINED IN THE
AEW BY THE ENGINEER -
FLEXIBLE DISCHARGE HOSE FROM
PUMP AROUND PUMP HELD IN PLACE
WITH SAND BAGS AS NEEDED.
_=_�
NOTE;
1- PROVIDE STABILIZED OUTLET
TO 57REAMBED-
2„
2 .
0.4'MIN
-r
DOWNSTREAM
6"MIN. OVERLAP IN
DIRECTION
r
AT MAT ENDS
7-
CULVERT TABLE
I
Do la APRON THICKNESS
CULVERT-D-
1$"
12" MIN
{FT} (FTj EFT}
SUPPLEMENTAL STAKE IT7P)
TOP OF B.: rJK ,
CLASS 8/1 RIPRAP
1 x 16 1s
3' MAX. + +
+ + + H- .
SPACING + + +
+ + + + +
Supplemental
+
IVpicalStake A
Stake +
o
{ +
n
'TYPICAL STAKE {TYPI
TOE OF SLOPE
- Ibd 'C] Varles Per
Man View
Plan
TOP OF SLOPE
EROSION CONTROL
MATTING (TYP)
TOP OF BANK SECURE MATTING IN 6" DEEP
EROSION CONTROL
SECURE MATTING IN TRENCH IN
NATO RAL GROU ND
OUTLET PIPE DIAMETER (Do) v
MATriNG [TYPI
6" DEEP TRENCH
BANKFULL
Varies Per Plan I
SUPPLEMENTAL STAKE (TYP)
{La} �
SU PPLEME NTAL STAKE [TYPI
TOE OF SLOPE 1.;.'.+
RIFFLE MATERIAL
. INNER BERM 77 77�
CLASS 8/1 RIPRAP
RIFFLEMATERIAL
-`
TYPICAL STAKE ITYP)
TYPICAL STAKE [TYPI
Section View
'
N. Il m—F rlil
18" FILTER FABRIC
TYPICAL STAKE(TYPI
Section View
With Inner Berm
B Erosion Control Mattin
a Qutlet Protection
-6-6 Nlnr Ln 5[ale
-6-6 Nnt In Scale
NOTES=
1- RIP RAP MATERIAL SHALL BE A WELL -GRADED MIX!
❑MIN=5" UMAX=17"
40 %CLASS B, B0% CLASS 1
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LONG CREEK
WATER QUALITY
IMPROVEMENT
PROJECT
Treyburn to 1-485
MECXLE•;N13URGs COUNTY.
NORTH CAROLINA
REVISION) ISSUANCE
OE_SGHIV Irt EPN
DftAriN BY MLC
CYCCl�D 6Y. �
Mar—
YErer rrrs
NPai rlss
❑ETAILS
LONG CREEK
ro C-6.63

EROSION CONTROL MATTING
SIDE SLOPE PER
TYPICAL SECTI O N
ROCK BANK PROTECTION
i BANK HEIGHT
(2"O' MLN)
�J 5 rCµANNEL
4 4
j .
~L..� A — — — A'
COMPACTED SELECT
MATERIAL
CHANNEL BACKFILL
AS SHOWN ON
PLANS NONWOVEN
FILTER FABRIC
NOTES:
1- TIGHTLY COMPACT EARTH SACKFI LL TO PREVENT EXISTING
CHANNEL EROSION" 1 -)Channel Plug
2. SEED AND MULCH. APPLY EROSION CONTROL MATTING AS -6 i+lut aa nS..n
DIRECTED.
S. SEE ROCK SANK PROTECTION DETAIL 2, SHEET C-5.62.
SEED AND PLAN AS PER
PLANTING PLAN
❑LD CHAN NELTO
BEABANDONED.
`• COMPACTED FILL TO
BE COMPOSED OF SOIL
AND FREE OF DEBRIS AND BRUSH.
MOTES:
1. INSTALL A DENSE LAYER OF BRUSH/Woo DY DEBRIS, AT POOL
BOTTOM, WHICH SHALL COW SIST OF SMALL BRANCHES AND R0015
COLLECTED ON -SITE AND SOIL TO FILL ANY VOID SPACE" LIGHTLY
COMPACT BRUSH/WOODY DEBRIS LAYER-
2- TIGHTLY COMPACT EARTH BACKFILL TO PREVENT EXISTING
CHAN N EL EROSI ON"
3" SEED AND MULCH" APPLY EROSION CONTROL MATTING AS
DIRECTED.
2' RIP RAP
50%Class B
SO% Class 1
Flood lain Pool
s" vtto Stale
+ + +
rl NIlnhu ac RFCIf IIInTrn
Section A -A
ROUGHEN WITH WOODY DEBRIS AND
BIOENGINEERING MATERIALS
PROPOSED FILL _ „"•}'..:' �'!` �''Li- POOL BOTTOM .
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LONG CREEK
WATER QUALITY
IMPROVEMENT
PROJECT
Treyburn to 1-485
MECKLEN8URG CCU NTY.
NORTH CAROLINA
REVISION) ISSUANCE
0kmmFUOYEgg
IX wuri wx
CHEC BY. J�Z
YERr rrrs
MORP xrs
DETAILS
LONG CREEK
r
ro —V . 64

VARY UF7 HEIGHTS S" - 12"
TO ACHIEVE BANKFULL AND
INNER BERM ELEVATIONS
�I
BACKFILL
ELEV. 6' ABOVE
❑OWNSTREA !'
_
RIFFLE INVERT
-
ELEV. 6' GELO W
POOL DEPTH
6%8" SASE LOG
flan View
WIDTH PER TYPICAL 5ECTION5—
CONTROL MATTING
BANKFULL PER TYPI CA L
LNE CUTTINGS
-DENSELY PACKED BRUSH AND SOIL
LIVE CUTTINGS
BACKFILL
NATIVE SOIL
0.12
i-64
R.0625 R 37$ 0.55
NOTES
1. THE CONTRACTOR SHALL INSTALL FIELD MARKERS AT BREAK POINTS IN THE
CONSERVATION EASEMENT, UTILITY EASEMENT INTERSECTIONS, PROPERTY LINE
INTERSECTIONS, AND PU RUC AND UTILITY ACCESS POINTS PER THE PLANS-
2. THE CONTRACTOR SHALL FURNISH AND INSTALL. THE FIELD MARKER POSTS AND APPLY
THE DECALS. THE CITY SHALL PROVIDE THE DECALS. ACTUAL DECAL MAY BE DIFFERENT
THAN DECAL SHOWN ON DETAILS.
3. THE FIELD MARKER POSTS SHALL BE CARSON ITE CBM-250 OR E0lU IVALE NT.
(2) Easement Sioage
!.6 N.1 fo 1-1,
ROL MATTING
ELY PACKED BRUSH
;H MATE RIALTO BE INSTALLED
H WITH BANK
TOP OF BANK
SecLion A -A'
Wig Creek
1S"
FIELD MARKER
ELEV.W ABOVE
DC W NSTRFAM -�
RIFFLE INVERT_V
DENSELY PACKED BRUSH AND SOIL
ELEV. 12" BELOW
POOL DEPTH
WAj
c E
N A
S S
R E
v M
A E
k N
N
T
wru.r
on Ilm .ew.
YMY. nrr,
FIRE RGLASS POST
BURIAL DEPTH MARKER
1 Brush Toe
-6.6 NSA I. SealP
O
31-- -•I• - WIDTH PER TYPICAL SECTIONS
BACKFILL
— EROSION CONTROL MATTING
LIVE CUTTINGS
�- BACKFILL
NATIVE SOIL
Section A -A'
Tnbufan, A, B, El, B2. C
' TOP OF BANK (QANKFULL)
NOTES;
1- OVEREXCAVATE 3' CUTSI DE OF TOP OF BANK (BAN KFULL).
2. INSTALL A DENSE LAYER OF BRUSH, WHICH SHALL CONSIST OF SMALL
BRANCHES AND ROOTS COLLECTED ON -SITE AND SOIL TO PILL ANY
VOID SPACE. LIG HTLY COMPACT BRUSH LAYER.
3. BRUSH 5HGULD SE AUG NED SO STEMS ARE ROUGHLY PARALLEL AND
IS INSTALLED POINTING SUG HTLY UPSTREAM. BRUSH SHOULD STICK
INTO POOL NO MORE THAN 1 FT ON MAINSTEM AND 6" ON
TRIBUTARIES.
4- INSTALL LWE CUTTI NGS. COVER WITH SOIL AND WATER.
S. INSTALL EARTH BACKFILL OVER BRJSH LAYER ACCORDING TO
TYPICAL SECTION DIMENSIONS.
6, SEED, MULCI I AND INSTALL EROSION CONTROL MATTING AND DANK
STABILIZATION PER PLANS.
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REVIEW
A CAP 6r
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OS/T.3/202T
LONG CREEK
WATER QUALITY
IMPROVEMENT
PROJECT
Treyhurn to I-485
MECKLEN13URG COUNTY.
NORTH CAROLINA
REVISION) ISSUANCE
OE_SGHIV Irt EPN
IX WNB MLC
CYCCl�D 6Y. �
YEnr Rrs
MORI'Nr5
DETAILS
LONG CREEK

710
705
13+50
--- EL. 698.
700
695
NOTES:
BRIDGE LOADINGS ARE ESTIMATED.1
BRIDGE ARE SUBMITTED, IT IS THE
ABUTMENTS FOR ACTUAL BRIDGE LOR
TO ENGINEER OF RECORD UPON RECE
2.
CENTER OF PEDESTRIAN BRIDGE SHALL BE POSITIONED AT STA.13+85.12.
3.
ABUTMENT CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3600 PSI AND
SHALL CONFORM TO THE PROVISIONS OF CLASS A CONCRETE OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES JANUARY 2018 (STANDARD SPECIFICATIONS). ALL OTHER
MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS.
4.
ALL REINFORCING STEEL SHALL BE GRADE 60.
5.
REINFORCING STEEL MAY BE SHIFTED SLIGHTLY AS NECESSARY TO CLEAR ANCHOR BOLTS.
6.
THE ANCHOR BOLTS SHALL BE AN ADHESIVELY ANCHORED SYSTEM MATCHING ANCHOR BOLT DETAILS
AND MATERIALS IN THE PEDESTRIAN BRIDGE DRAWINGS (BY OTHERS).
13+75
d71-10-+ FAIn Tr) CANT
14+00
RE-ALIGNMENT.SEE CHAPTER
9 FOR STREAM RESTORATION
ABUTMENT 1 PLANS' ABUTMENT 2
ELEVATION - BRIDGE 1 2 STA. 13+85000
SECTION ALONG -(� GREENWAY-
AT THE BACK FACE.
9. CONTRACTOR SHALL VERIFY THAT THERE ARE NO UTILITY CONFLICTS PRIOR TO BEGINNING CONSTRUCTION.
10. THE SPREAD FOOTINGS HAVE BEEN DESIGNED FOR A FACTORED BEARING RESISTANCE OF 2,000 PSF. SEE
FOUNDATION RECOMMENDATIONS FOR ADDITIONAL INFORMATION.
11. THE BEARING CONDITION IN EACH FOUNDATION EXCAVATION SHALL BE EVALUATED BY GEOTECHNICAL
ENGINEER TO VERIFY THAT ADEQUATE BEARING MATERIALS ARE PRESENT PRIOR TO BEGINNING
CONSTRUCTION TO THE BRIDGE SUBSTRUCTURE.
14+25
ZDWALK
OTHERSY
Irk--� BRIDGE
C GREENWAY
TYPICAL SECTION
LandDes*n,
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
7-333.0328
WWW.IAIODESIGN.COM
NC aNsFM"&4KNGOAS6
WILDLAN 17 S
EIVCINIEERI-G
STV
STV ENGINEERS, INC.
9DO West Trade St., Suite 715
Charlotte, NC 28202
NC License Number F-0991
0811312021
LONG CREEK
GREENWAY
WATER QUALITY
PROJECT
(Treyburn to 485)
MECKLENBURG COUNTY
uxooEaicR,aw.0 1020191
REVISION / ISSUANCE
DESIGNED BY: VKG
DRAWN BY: vKS
CHECKEDBY: PEK
V Frr:
HORZ:
BRIDGE 1
PLAN & ELEVATION
C - 7.01

BRIDGE SIDE
i
I I I
I I I
I I I
I I I
F� LONG CHORD I
I I I
I I I
3'-0" I A I
(TYP.)) fL BEARINGS I I
I
� I I
I 90°-00'-00"
I
��
•
�o
-------1----------
I
----------- -------------------1--------- ---------------------
---------- L-------
I
N•
o
I
i I i
I I
I
I
I W.P. I
BACK FACE
I - IL BRIG. (TYP.) I I
j j~L C PEDESTRIAN BRIDGE j
n
I I & rL ABUTMENT
I I I
I I I
I I I
I I I
BOARDWALK SIDE; A +
8'-0" 8'-0"
16'-0"
AFIELD ADJUST TO
ACCOMMODATE
BRIDGE SLAB AND
BOARDWALK SLAB
GEOMETRY.
•
0
PLAN
(BOARDWALK NOT SHOWN FOR CLARITY)
RYa w
8'-0"• 8'-0" •
32-*5V1 (EA. FACE) 6) 6" MAX. CTS.
32-*4U1 & 32-*4U2 PLACED WITH *GV1 BARS
BOARDWALK
Z BRIDGE SEAT
(BY OTHERS)
EL. 704.35A(LEVEU � � PEDESTRIAN BRIDGE EL. 702.43
TOP OF STEP & C ABUTMENT (LEVEL)
I
w
I
I
EL. 702.31
--------------z----------------�--------------- I --------------
L
U
<
a
I
I
I
I
-ol0
w
�
I
m
�
I
LID
I
CONST.JT. I TOP OF FOOTING
ELEV. 697.43
I
I
BOT.OF FOOTING j
ELEV.695.93
I M
•
6"
16-*582 G11'-0"CTS. (TOP OF FOOTING)
6"
lb-•bb.) W lC" L I J. WU I I UM UV YUU I I NU)
ELEVATION
NOTES:
1'FOR ADDITIONAL NOTES SEE PLAN AND ELEVATION SHEET.
THE TOP SURFACE OF THE CAP EXCEPT THE BRIDGE SEAT
2. THE
SHALL BE SLOPED TRANSVERSELY FROM THE BACK FACE
TO THE FRONT FACE AT A RATE OF 2%.
THE BOARDWALK SHALL BE POURED AFTER THE PREFABRICATED
3'BRIDGE HAS BEEN SET TO FACILITATE AN EVEN CONCRETE
SURFACE UNDER THE JOINT COVER PLATE.THE TOP SURFACE OF
THE COVER PLATE SHALL NOT BE MORE THAN 1/4"ABOVE THE TOP
SURFACE OF THE BRIDGE DECK OR THE BOARDWALK DECK.
9" 9" 9"
4" 4" c 1-
SHEAR KEY DETAIL
NOTE: DIMENSIONS MARKED WITH A • ARE TO BE ADJUSTED AS
NECESSARY BY STV ENGINEERS,INC AFTER THE PREMANUFACTURED
BRIDGE IS SUBMITTED. DIMENSIONS, ELEVATIONS, CONCRETE AND
REINFORCING STEEL QUANTITIES ARE SUBJECT TO CHANGE UNTIL
AFTER SHOP DRAWINGS HAVE BEEN REVIEWED AND APPROVED.NO
ADDITIONAL PAYMENT WILL BE MADE FOR ANY ADJUSTMENTS TO
QUANTITIES. UPON RECEIPT OF PREMANUFACTURED BRIDGE SHOP
DRAWINGS, THE CONSTRUCTION ADMINISTRATOR SHALL FORWARD
DRAWINGS TO STV ENGINEERS,INC.AFTER WHICH UPDATED
BRIDGE PLANS WILL BE ISSUED.
3" FOR CONCRETE -TO -CONCRETE
INTERFACE USE 2 LAYERS *4131
30 LB.ROOFING FELT.
BOARDWALK CONCRETE DECK
TIMBER BOARDWALK BY
STRINGER I OTHERS
(BY OTHERS)
a
U �
N ~
U
M
4-*4B1 PLACED
AS SHOWN
*4Ull
BACK
FACE
*5VI
SEE SHEAR
KEY DETAIL
16-*6B3
'-0"• 1-3" 3-101/2"
6" •
� BRG.
BRIDGE DECK
ELEVATION TO
MATCH BOARDWALK
DECK ELEVATION
ANCHOR
RODS
ELEVATIONS BTWN.
BRIDGE SEATS TAKEN
_ AT THIS LOCATION.
(SEE NOTES)
f *4U2
vi
U
X W
a �
f a
L
2" CL. o x
(TYP.) (a w
v .-
*
. JT.
16-*5B2
•
10-*481 0 1'-O" CTS.
(TOP & BOTTOM OF FOOTING)
REINFORCING SCHEDULE FOR
ONE ABUTMENT
MARK
NO.
SIZE
TYPE
LENGTH
WEIGHT
(LBS)
B1
36
*4
STR.
15'-8"
378
B2
16
*5
SIR.
9'-8"
161
B3
16
*6
SIR.
9'-8"
276
Ui
32
*4
2
6-6"
139
U2
32
94
C2)
41-11`
D5
V)
64
■5
473
APPROX.QUANTITIES/ABUTMENT
CONCRETE (3,600 PSI) 16.7 C.Y.
REINFORCING STEEL 1,532 LBS.
APPROX.QUANTITIES FOR BRIDGE
RIP RAP,CLASS II 95 TONS
BAR TYPES
5'-9"
v 0
8" U1
JU2
in
i I ON ^
ALL BAR DIMENSIONS ARE OUT TO OUT
%B" BEVEL
(TYPJ
BOARDWALK
DECK
COVER PLATE
I - PREFABRICATED
BRIDGE
BEAM
2 LAYERS OF 30 LB
ROOFING FELT ABUTMENT
BACKWALL
COVER PLATE DETAIL
N ,
LandDesign®
223 NORTH GRAHAM STREET
CHARLOTTE, NC 282M
703.333.0325
NMWLAN DDESIGN.COM
NC END. FIRM LICENSE#C 58
W T T, T) T, A N T) S
IiDd-p ae a N,nr'.
U —1
STV
STV ENGINEERS, INC.
900 West Trade St., Sulte 715
Charlotte, NC 28202
NC License Number F-0991
08/13/2021
LONG CREEK
GREENWAY
8t
WATER QUALITY
PROJECT
(Treyburn to 485)
MECKLENBURG COUNTY
uxouexx axu,.n 1020191
REVISION 7 ISSUANCE
DESIGNEDBY: VKS
DRAM BY. VKS
CHECKED BY: PEK
VERT:
HORZ:
BRIDGE 1
ABUTMENTS
SECTION A -A
M

FILL FACE Cy
-710 STA.0+43.5
ELEV. 701.00
-705 BOARDWALK
�(BY OTHERS)
- 700
-695---------
-690
0+50
EL. 692.7
jTOP OF FTG.
EL. 690.76
ABUTMENT 1
0+75 1+00 1+125
PREMANUFACTURED FIBERGLASS
PEDESTRIAN BRIDGE
(BY OTHERS)
1+50 1+175
STA.1+60.5
ELEV. 701.00
(BY OTHERS)
EL. 693.1
EL.691.1 EL.692.6 TOP OF FTG. EL.691.0
EL. 690.76
-----------�—o� —
---_—__ o�0 o
0°0 �0 0 'moo ��— —
EXISTING
�� -----� GROUND LINE ---EL. 687.1
off
N �
ABUTMENT 2
ELEVATION — SHELTONHAM CONNECTOR Cad STA. 1+00o89
SECTION ALONG -C CONNECTOR-
I L/"11 V .JI ILL I V I VI I/"11V1 li \JI VI VLV I V I \ LJI \ 1LJ\JL
NOTES:
1. BRIDGE LOADINGS ARE ESTIMATED.AFTER SHOP DRAWINGS FOR THE PREMANUFACTURED
PEDESTRIAN BRIDGE ARE SUBMITTED, IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO
CHECK THE ABUTMENTS FOR ACTUAL BRIDGE LOADINGS AND DIMENSIONS. SHOP DRAWINGS SHALL BE
FORWARDED TO ENGINEER OF RECORD UPON RECEIPT.
2. CENTER OF PEDESTRIAN BRIDGE SHALL BE POSITIONED AT STA.1+21.96.
3. ABUTMENT CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3600 PSI AND
SHALL CONFORM TO THE PROVISIONS OF CLASS A CONCRETE OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES JANUARY 2018 (STANDARD SPECIFICATIONS). ALL OTHER
MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS.
4. ALL REINFORCING STEEL SHALL BE GRADE 60.
5. REINFORCING STEEL MAY BE SHIFTED SLIGHTLY AS NECESSARY TO CLEAR ANCHOR BOLTS.
6. THE ANCHOR BOLTS SHALL BE AN ADHESIVELY ANCHORED SYSTEM MATCHING ANCHOR BOLT DETAILS
AND MATERIALS IN THE PEDESTRIAN BRIDGE DRAWINGS (BY OTHERS).
7. FOR PREMANUFACTURED PEDESTRIAN BRIDGE BEARING DIMENSIONS,DETAILS,AND NOTES,SEE PEDESTRIAN
BRIDGE DRAWINGS (BY OTHERS).
8. ALL ELEVATIONS SHOWN IN FEET UNLESS NOTED OTHERWISE.THE ELEVATIONS FOR THE BACKWALL ARE
AT THE FILL FACE.
9. CONTRACTOR SHALL VERIFY THAT THERE ARE NO UTILITY CONFLICTS PRIOR TO BEGINNING CONSTRUCTION.
10. THE SPREAD FOOTINGS HAVE BEEN DESIGNED FOR A FACTORED BEARING RESISTANCE OF 2,000 PSF. SEE
FOUNDATION RECOMMENDATIONS FOR ADDITIONAL INFORMATION.
11. THE BEARING CONDITION IN EACH FOUNDATION EXCAVATION SHALL BE EVALUATED BY GEOTECHNICAL
ENGINEER TO VERIFY THAT ADEQUATE BEARING MATERIALS ARE PRESENT PRIOR TO BEGINNING
CONSTRUCTION TO THE BRIDGE SUBSTRUCTURE.
PREMANUFACTURED
PEDESTRIAN BRIDGE
(BY OTHERS)
01_n" rI D DTMII
— TIMBER DECK
BRIDGE
CL CONNECTOR
TYPICAL SECTION
LandDesignm
223 NORTH GRAHAM STREET
CHARLOTTE, NC 282M
7".333.0325
M AANIDCESIGN,CDY
NC♦;bB FMUGGMeEKG-M
WILDLANDS
E Mr:I M Ep N, NC'
ST:V:1
ST'V ENGINEERS, INC.
900 West Trade St., Sulte 715
Charlotte, NC 28202
NC License Number F-0991
08/13/2021
LONG CREEK
GREENWAY
WATER QUALITY
PROJECT
(Treyburn to 485)
MECKLENBURG COUNTY
�wooEsir., axa.. 1020191
REVISION / ISSUANCE
DESIGNED BY: VKS
DRAWN BY. VKS
CHECKED BY: PEK
VERT:
HOU:
SNE�*IRE BRIDGE 2
SHELTONHAM WAY BRIDGE
PLAN AND ELEVATION
E�UMBC - 7.03

BRIDGE SIDE
A41
I i i
I I I
I I
Q
i i 3'-0'
"
I j (TYPJ
I � BEARINGS I I
I I I
I
90°-00'-00"
•
----
-------------- ---
--------
---------r--------
------ ------------------
-----
I
N•
I I I 1 1
I
I
i i
W.P.
(TYP•) I BACK FACE I
I I
I I
I
I - BRG.(TYP.) ILL
I CONNECTOR &
I PEDESTRIAN BRIDGE i
E
I I & C ABUTMENT & It BRG.
I I I
I I I
I I I
I I I
I I I
I I I
I I I
I I I
I I I
I I I
I I I
BOARDWALK SIDE
q ,J
4'-6" •
4'-6" •
7'-0"
7,-0„
14'-0"
FLAN
(BOARDWALK NOT SHOWN FOR CLARITY)
AFIELD ADJUST TO
ACCOMMODATE
BRIDGE SLAB AND 12'-0"
BOARDWALK SLAB 6'-0'* 6'-0"0
GEOMETRY.
3" 24-*5V1 (EA. FACE) 0 6" MAX. CTS. 3"
24-*4U2 PLACED WITH *6V1 BARS
I BRIDGE SEAT
EL. 700.08
BOARDWALK j L CONNECTOR & (LEVEL)
(BY OTHERS) I PEDESTRIAN BRIDGE
EL. 699.96 -\ j & ItABUTMENT
I
I
t
_ I
EL.699.73 (LEVEL) I
c1 TOP OF STEP
x w I
• < U I
a
W
r I
m H j
v "
II I TOP OF FOOTING
o CONS. JT. I ELEV. 690.75
.........................
� HH I
O I
O
ILL . . . . . . . . . .
BOT.OF FOOTING ELEV.689.25
7'-0" I 7 -0"
ELEVATION
NOTES:
1.FOR ADDITIONAL NOTES SEE BRIDGE ON SHELTONHAM CONNECTOR
PLAN AND PROFILE SHEET.
2.THE TOP SURFACE OF THE CAP EXCEPT THE BRIDGE SEAT
BUILDUPS SHALL BE SLOPED TRANSVERSELY FROM THE BACK FACE
TO THE FRONT FACE AT A RATE OF 2%.
3.THE BOARDWALK SHALL BE POURED AFTER THE PREFABRICATED
BRIDGE HAS BEEN SET TO FACILITATE AN EVEN CONCRETE
SURFACE UNDER THE JOINT COVER PLATE.THE TOP SURFACE OF
THE COVER PLATE SHALL NOT BE MORE THAN 1/4-ABOVE THE TOP
SURFACE OF THE BRIDGE DECK OR THE BOARDWALK DECK.
9" 9" 9"
T4�4" c It
SHEAR KEY DETAIL
NOTE: DIMENSIONS MARKED WITH A • ARE TO BE ADJUSTED AS
NECESSARY BY STV ENGINEERS,INC AFTER THE PREMANUFACTURED
BRIDGE IS SUBMITTED. DIMENSIONS, ELEVATIONS, CONCRETE AND
REINFORCING STEEL QUANTITIES ARE SUBJECT TO CHANGE UNTIL
AFTER SHOP DRAWINGS HAVE BEEN REVIEWED AND APPROVED.NO
ADDITIONAL PAYMENT WILL BE MADE FOR ANY ADJUSTMENTS TO
QUANTITIES. UPON RECEIPT OF PREMANUFACTURED BRIDGE SHOP
DRAWINGS, THE CONSTRUCTION ADMINISTRATOR SHALL FORWARD
DRAWINGS TO STV ENGINEERS,INC.AFTER WHICH UPDATED
BRIDGE PLANS WILL BE ISSUED.
SECTION A -A
REINFORCING SCHEDULE FOR
ONE ABUTMENT
MARK
NO.
SIZE
TYPE
LENGTH
WEIGHT
(LBS)
B1
14
*4
STR.
11'-8"
109
B2
56
*6
STR.
13'-8"
1150
B3
28
35
STR.
13'-8"
399
84
A
*4
STR.
1'Y8"
4
01
4
+•1
2
s -O'
1fi
LI2
24
*4
2
4'-1!"
79
V1
48
*5
1
11-3.
563
APPROX.QUANTITIES/ABUTMENT
CONCRETE (3,600 PSI) 20.5 C.Y.
REINFORCING STEEL 2,320 LBS.
APPROX.QUANTITIES FOR BRIDGE
RIP RAP,CLASS II 38TONS
BAR TYPES
8" U1
1'-11" U2
I I
ALL BAR DIMENSIONS ARE OUT TO OUT
/8" BEVEL
(TYPJ
COVER PLATE
BOARDWALK
DECK PREFABRICATED
BRIDGE
BEAM
2 LAYERS OF 30 LB
ROOFING FELT ABUTMENT
BACKWALL
COVER PLATE DETAIL
LandDesign®
223 NORTH GRAHAM STREET
CHARLOTTE, NC 282M
703.333.0325
WWWLAN DDESIGN.COM
NC ENG. FIRM LICENSE#C 58
WTTIT-)T'ANT)S
STD
STV ENGINEERS, INC.
900 West Trade St., Sulte 715
Charlotte, NC 28202
NC License Number F-0991
0811312021
LONG CREEK
GREENWAY
8t
WATER QUALITY
PROJECT
(Treyburn to 485)
MECKLENBURG COUNTY
uxouexx axu,.n 1020191
REVISION / ISSUANCE
DESIGNEDBY: VKS
DRAWN BY. VKS
CHECKEDBY: PEK
VERT:
HORZ:
9*IRE BRIDGE 2
SHELTONHAM WAY BRIDGE
ABUTMENTS
= E�. N.E.C-7.04

695
690
685
680
675
670
--F--
78+00
\IAtil•KVI
77+75 78+00 78+25 78+50
69'-2" t END TO END
FTI I FAl'F n ARIITMFNT 1 1 ,,,,-.,..,, ,.....I I--„
DWALK
)THERS)
ABUTMENT 1 ABUTMENT 2
W.P. 1
BACK
FACE
ELEVATION - BRIDGE #3 2 STA. 78+06000
SECTION ALONG -� GREENWAY-
1. BRIDGE LOADINGS ARE ESTIMATED.AFTER SHOP DRAWINGS FOR THE PREMANUFACTURED PEDESTRIAN
BRIDGE ARE SUBMITTED, IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO CHECK THE
ABUTMENTS FOR ACTUAL BRIDGE LOADINGS AND DIMENSIONS. SHOP DRAWINGS SHALL BE FORWARDED
TO ENGINEER OF RECORD UPON RECEIPT.
2. CENTER OF PEDESTRIAN BRIDGE SHALL BE POSITIONED AT STA.78+05.65.
3. ABUTMENT CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3600 PSI AND
SHALL CONFORM TO THE PROVISIONS OF CLASS A CONCRETE OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES JANUARY 2018 (STANDARD SPECIFICATIONS). ALL OTHER
MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS.
4. ALL REINFORCING STEEL SHALL BE GRADE 60.
5. REINFORCING STEEL MAY BE SHIFTED SLIGHTLY AS NECESSARY TO CLEAR ANCHOR BOLTS.
6. THE ANCHOR BOLTS SHALL BE AN ADHESIVELY ANCHORED SYSTEM MATCHING ANCHOR BOLT DETAILS
AND MATERIALS IN THE PEDESTRIAN BRIDGE DRAWINGS (BY OTHERS).
PLAN - BRIDGE #3
7. FOR PREMANUFACTURED PEDESTRIAN BRIDGE BEARING DIMENSIONS, DETAILS, AND NOTES, SEE PEDESTRIAN
BRIDGE DRAWINGS (BY OTHERS).
8. ALL ELEVATIONS SHOWN IN FEET UNLESS NOTED OTHERWISE.THE ELEVATIONS FOR THE BACKWALL ARE
AT THE FILL FACE.
9. CONTRACTOR SHALL VERIFY THAT THERE ARE NO UTILITY CONFLICTS PRIOR TO BEGINNING CONSTRUCTION.
10. THE SPREAD FOOTINGS HAVE BEEN DESIGNED FOR A FACTORED BEARING RESISTANCE OF 2,000 PSF. SEE
FOUNDATION RECOMMENDATIONS FOR ADDITIONAL INFORMATION.
11. THE BEARING CONDITION IN EACH FOUNDATION EXCAVATION SHALL BE EVALUATED BY GEOTECHNICAL
ENGINEER TO VERIFY THAT ADEQUATE BEARING MATERIALS ARE PRESENT PRIOR TO BEGINNING
CONSTRUCTION TO THE BRIDGE SUBSTRUCTURE.
ELEVATION - BRIDGE #3 2 STA. 78+06000
SECTION ALONG -� GREENWAY-
1. BRIDGE LOADINGS ARE ESTIMATED.AFTER SHOP DRAWINGS FOR THE PREMANUFACTURED PEDESTRIAN
BRIDGE ARE SUBMITTED, IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO CHECK THE
ABUTMENTS FOR ACTUAL BRIDGE LOADINGS AND DIMENSIONS. SHOP DRAWINGS SHALL BE FORWARDED
TO ENGINEER OF RECORD UPON RECEIPT.
2. CENTER OF PEDESTRIAN BRIDGE SHALL BE POSITIONED AT STA.78+05.65.
3. ABUTMENT CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3600 PSI AND
SHALL CONFORM TO THE PROVISIONS OF CLASS A CONCRETE OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES JANUARY 2018 (STANDARD SPECIFICATIONS). ALL OTHER
MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS.
4. ALL REINFORCING STEEL SHALL BE GRADE 60.
5. REINFORCING STEEL MAY BE SHIFTED SLIGHTLY AS NECESSARY TO CLEAR ANCHOR BOLTS.
6. THE ANCHOR BOLTS SHALL BE AN ADHESIVELY ANCHORED SYSTEM MATCHING ANCHOR BOLT DETAILS
AND MATERIALS IN THE PEDESTRIAN BRIDGE DRAWINGS (BY OTHERS).
PLAN - BRIDGE #3
7. FOR PREMANUFACTURED PEDESTRIAN BRIDGE BEARING DIMENSIONS, DETAILS, AND NOTES, SEE PEDESTRIAN
BRIDGE DRAWINGS (BY OTHERS).
8. ALL ELEVATIONS SHOWN IN FEET UNLESS NOTED OTHERWISE.THE ELEVATIONS FOR THE BACKWALL ARE
AT THE FILL FACE.
9. CONTRACTOR SHALL VERIFY THAT THERE ARE NO UTILITY CONFLICTS PRIOR TO BEGINNING CONSTRUCTION.
10. THE SPREAD FOOTINGS HAVE BEEN DESIGNED FOR A FACTORED BEARING RESISTANCE OF 2,000 PSF. SEE
FOUNDATION RECOMMENDATIONS FOR ADDITIONAL INFORMATION.
11. THE BEARING CONDITION IN EACH FOUNDATION EXCAVATION SHALL BE EVALUATED BY GEOTECHNICAL
ENGINEER TO VERIFY THAT ADEQUATE BEARING MATERIALS ARE PRESENT PRIOR TO BEGINNING
CONSTRUCTION TO THE BRIDGE SUBSTRUCTURE.
W.P. 2
BACK
FACE
78+50
PREMANUFACTURED
PEDESTRIAN BRIDGE
(BY OTHERS)
12'-0" CLR. BTWN. RAILS
—CONCRETE DECK
rL BRIDGE
CONNECTOR
TYPICAL SECTION
LandDesign.
223 NORTH GRAHAM STREET
CHARLOTTE, NO 28202
704.333.0325
1Wm',CDDE81W1.CDM
NC ENG. Fl LICENSE NC-0B,58
WILDL ANDS
Fr,r.IrN��Hir�r-
STV
STVENGLNEEkS, INC_
900 West Trade St., Suite 715
Charlotte, NC 28202
NC License Number F-0991
0811312021
LONG CREEK
GREENWAY
WATER QUALITY
PROJECT
(Treyburn to 485)
MECKLENBURG COUNTY
ouesc 1— 1020181
REVISION / ISSUANCE
DESIGNED BY: JMG
DRAWN BY: JMG
CHECKED BY: PEK
VERT:
HORZ:
BRIDGE #3
PLAN & ELEVATION
.......0 - 7.05

i
C
• FIELD ADJUS
ACCOMMODATE
BRIDGE SLAB
BOARDWALK S
GEOMETRY.
j
I
j
BRIDGE SIDE
I
I
I
I
I
j
I
r—
LONG CHORD
I
I
j
i
i
Q
I
33-0'
j
j
I
A�
j
I
(TYPJ
I
C BEARINGS I
I
I
I
j
90°-00'-00"
j
n
I
•
'a
-------�----------------------
I
-------------------- ------- -----------------------
------------------
I
I (V
•
o
I
I I
1
I
,,F
I
I I
i
I
I
I
1
2'-0"
I
i
W.P.
I
j
(TYP.)
i
BACK FACE
i
j L C
BERG. (TYPJ I
I
I~L
o
I
PEDESTRIAN BRIDGE
v
I
I
I
I
I
I
I
I
I
I
& ABUTMENT
I
I
I
I
TO
I
BOARDWALK SIDE i
A'J I
AND
AB
•
6'-71/2"
•
6'-71/2"
8'-O"
a
U
3"
PLAN
(BOARDWALK NOT SHOWN FOR CLARITY)
ic,-()"
8'-0"•
8'-0"0
32-*7V1 (EA. FACE) 0 6" MAX. CTS.
32-*4U1 & 32-*4U2 PLACED
WITH *7V1 BARS
BOARDWALK
BRIDGE SEAT
(BY OTHERS)
EL. 683.67�(LEVEL)L
C PEDESTRIAN BRIDGE EL. 681.75
I
& (� ABUTMENT (LEVEL)
TOP OF STEP I
W
I
I
EL. 681.62 i
I
-----------------z-------------�---------------L-------------------------------r---------------
I
I
I
H
U
j
x
�
I
Q
I
Ol
U-
I
a
U
I
m
}
�
I
�
v
*
I
o
I
I
CONST.JT. I
TOP OF FOOTING
ELEV.672.50
I
I
BOT.OF FOOTING
ELEV. 671.00
•
6"
16-*582 CJ 1'-0"CTS. (TOP
OF FOOTING)
6"
FO
3" IN
30
NOTES:
1.FOR ADDITIONAL NOTES SEE PLAN AND ELEVATION SHEET.
2.THE TOP SURFACE OF THE CAP EXCEPT THE BRIDGE SEAT
BUILDUPS SHALL BE SLOPED TRANSVERSELY FROM THE BACK FACE
TO THE FRONT FACE AT A RATE OF 2%.
3.THE BOARDWALK SHALL BE POURED AFTER THE PREFABRICATED
BRIDGE HAS BEEN SET TO FACILITATE AN EVEN CONCRETE
SURFACE UNDER THE JOINT COVER PLATE.THE TOP SURFACE OF
THE COVER PLATE SHALL NOT BE MORE THAN 1/4"ABOVE THE TOP
SURFACE OF THE BRIDGE DECK OR THE BOARDWALK DECK.
9"
4" 4" c
SHEAR KEY DETAIL
NOTE: DIMENSIONS MARKED WITH A • ARE TO BE ADJUSTED AS
NECESSARY BY STV ENGINEERS,INC AFTER THE PREMANUFACTURED
BRIDGE IS SUBMITTED. DIMENSIONS, ELEVATIONS, CONCRETE AND
REINFORCING STEEL QUANTITIES ARE SUBJECT TO CHANGE UNTIL
AFTER SHOP DRAWINGS HAVE BEEN REVIEWED AND APPROVED.NO
ADDITIONAL PAYMENT WILL BE MADE FOR ANY ADJUSTMENTS TO
QUANTITIES. UPON RECEIPT OF PREMANUFACTURED BRIDGE SHOP
DRAWINGS, THE CONSTRUCTION ADMINISTRATOR SHALL FORWARD
DRAWINGS TO STV ENGINEERS,INC.AFTER WHICH UPDATED
BRIDGE PLANS WILL BE ISSUED.
17'-O"
4'-101/2" 1'-0"•
1'-3" 4'-101/2"
CONCRETE -TO -CONCRETE
I-ERFACE USE
2 LAYERS
LB.ROOFING
FELT.
6"*
CONCRETE DECK *4131
BOARDWALK
BOARDWALK BY
BRG.
TIMBER
OTHERS
I BRIDGE DECK
STRINGER
ELEVATION TO
(BY OTHERS)
MATCH BOARDWALK
DECK ELEVATION
i
� �
I
N �
I
j ANCHOR
RODS
ELEVATIONS BTWN.
I BRIDGE SEATS TAKEN
4-*4B1 PLACED
AT THIS LOCATION.
AS SHOWN
—
(SEE NOTES)
j *4U2
I
*4U1
to
F
BACK
FACE
a
Q
O u-
*7V1
I =
U
@ Lu
2" CL.
(TYP.) mP
*
SEE SHEAR
m
KEY DETAIL
CONST.JT.
16-*5B2
I"1
J
N
�:719-.6133
12-*4B1 0
I'-O"CTS
6"
(TOP & BOTTOM OF FOOTING)
SECTION A —A
REINFORCING SCHEDULE FOR
ABUTMENT I
MARK
NO.
SIZE
TYPE
LENGTH
WEIGHT
(LBS)
B1
48
*4
STR.
1578"
502
B2
16
*5
STR.
11'-8"
195
B3
19
*6
STR.
11'-8"
333
Ui
32
*4
0,
6-6"
139
U2
32
*4
C2)
4 -11"
105
V )
64
.7
0
] 1-5-
1,493
APPROX. QUANTITIES
CONCRETE (3,600 PSI) 24.2 C.Y.
REINFORCING STEEL 2,767 LBS.
RIP RAP, CLASS II 71 TONS
BAR TYPES
10'-1"
8" U1
1'-11" U2
in
i ON ^
ALL BAR DIMENSIONS ARE OUT TO OUT
I,
1/8" BEVEL
(TYP.)
COVER PLATE
BOARDWALK
DECK r PREFABRICATED
/ BRIDGE
i BEAM
2 LAYERS OF 30 LB
ROOFING FELT ABUTMENT
BACKWALL
COVER PLATE DETAIL
LandDesign®
223 NORTH GRAHAM STREET
CHARLOTTE, NC 282M
703.333.0325
WNW. ANDDESIGN.COM
NC END. FIRM LICENSE#C 58
WTT,TDT,ANDS
E-STVI
STV ENGINEERS, INC.
900 West Trade St., 5ulte 715
Charlotte, NC 28202
NC License Number F-0991
0811312021
LONG CREEK
GREENWAY
8t
WATER QUALITY
PROJECT
(Treyburn to 485)
MECKLENBURG COUNTY
uxouexxaxu,.n 1020191
REVISION / ISSUANCE
DESIGNEDBY: JMG
DRAWN BY. JMG
CHECKED BY: PEK
VERT'
HORZ:
BRIDGE #3
ABUTMENT'1
17-"btlJ W IU- U I J. UJU I I UM Ur V UU I INUI
ELEVATION
L Mo

i
C
• FIELD ADJUS
ACCOMMODATE
BRIDGE SLAB
BOARDWALK S
GEOMETRY.
j
I
j
BRIDGE SIDE
I
I
I
I
I
I
j
j
I
j
I
I
I
I
i
j�
LONG CHORD
I
I
v
I
I
33-0'
j
j
I
i
A� I
(TYPJ
I
C BEARINGS I
I
I
I
I
I
90°-00'-00"
j
n
I
•
'a
-------I----------
I
-----------
----------------- --�------------------------------
-----'----F-------
I
,
I N
•
o
I
I
I
1
I
I
I
1
I
2'-0"
I
i
W.P.
I
j
(TYP.)
i
BACK FACE
i
j L C BERG. (TYPJ
I
I
I~L
o
I
PEDESTRIAN BRIDGE
v
I
I
I
I
I
I
I
I
I
I
& ABUTMENT
I
I
I
I
TO
I
BOARDWALK SIDE i
A+ I
AND
6'-71/2" •
6-71/2" •
_AB
3"
PLAN
(BOARDWALK NOT SHOWN FOR CLARITY)
lc, -()-
8'-0"•
8'-0"0
32-*6V1 (EA. FACE) 0 6"MAX. CTS.
32-*4U1 & 32-*4U2 PLACED
WITH *6V1 BARS
BOARDWALK
BRIDGE SEAT
(BY OTHERS)
EL. 683.67•(LEVEL)L
C PEDESTRIAN BRIDGE EL. 681.75
I
& (� ABUTMENT (LEVEL)
TOP OF STEP I
W
I
I
EL. 681.62 i
I
-----------------z-------------�---------------L-------------------------------r---------------
I
I
c1
I
X
W
aU
U-
I
o
a
LLI
I
d
�
>
~
I
m
v
I
�
#
I
~
I
j
I
CONST.JT. I
TOP OF FOOTING
ELEV.676.00
I
I
BOT.OF FOOTING
ELEV.674.50 ;
•
6"
16-*582 CJ 1'-0"CTS. (TOP
OF FOOTING)
6"
FO
3" IN
30
NOTES:
1.FOR ADDITIONAL NOTES SEE PLAN AND ELEVATION SHEET.
2.THE TOP SURFACE OF THE CAP EXCEPT THE BRIDGE SEAT
BUILDUPS SHALL BE SLOPED TRANSVERSELY FROM THE BACK FACE
TO THE FRONT FACE AT A RATE OF 2%.
3.THE BOARDWALK SHALL BE POURED AFTER THE PREFABRICATED
BRIDGE HAS BEEN SET TO FACILITATE AN EVEN CONCRETE
SURFACE UNDER THE JOINT COVER PLATE.THE TOP SURFACE OF
THE COVER PLATE SHALL NOT BE MORE THAN 1/4-ABOVE THE TOP
SURFACE OF THE BRIDGE DECK OR THE BOARDWALK DECK.
9"
4" 4" c
SHEAR KEY DETAIL
NOTE: DIMENSIONS MARKED WITH A • ARE TO BE ADJUSTED AS
NECESSARY BY STV ENGINEERS,INC AFTER THE PREMANUFACTURED
BRIDGE IS SUBMITTED. DIMENSIONS, ELEVATIONS, CONCRETE AND
REINFORCING STEEL QUANTITIES ARE SUBJECT TO CHANGE UNTIL
AFTER SHOP DRAWINGS HAVE BEEN REVIEWED AND APPROVED.NO
ADDITIONAL PAYMENT WILL BE MADE FOR ANY ADJUSTMENTS TO
QUANTITIES. UPON RECEIPT OF PREMANUFACTURED BRIDGE SHOP
DRAWINGS, THE CONSTRUCTION ADMINISTRATOR SHALL FORWARD
DRAWINGS TO STV ENGINEERS,INC.AFTER WHICH UPDATED
BRIDGE PLANS WILL BE ISSUED.
19-0"
4'-101/2"
1'-0"• 1'-3" 4'-101/2"
2 CONCRETE -TO -CONCRETE
I-ERFACE USE
2 LAYERS
LB.ROOFING
FELT.
6"*
CONCRETE DECK #4B1
BOARDWALK
BOARDWALK BY
C BRG.
TIMBER
OTHERS
j BRIDGE DECK
STRINGER
ELEVATION TO
(BY OTHERS)
MATCH BOARDWALK
DECK ELEVATION
i
>
I
N �
I
j ANCHOR
RODS
ELEVATIONS BTWN.
I BRIDGE SEATS TAKEN
4-
4-*4B1 PLACED
AT THIS LOCATION.
SHOWN
—
(SEE NOTES)
I l i I I'
j *4U2
I
*4U1
vi
BACK
U
•
FACE
a w $
< U
a
O u- �
#6V1
I =
@ w
2" CL. m
(TYPJ #
SEE SHEAR
Lo
KEY DETAIL
CONST.JT.
16-*5B2
I"1
J
N
24-#5B3
6"
12-#4B1 0 I'-0"CTS
6"
(TOP & BOTTOM OF FOOTING)
SECTION A -A
REINFORCING SCHEDULE FOR
ABUTMENT 2
MARK
NO.
SIZE
TYPE
LENGTH
WEIGHT
(LBS)
B1
42
*4
STR.
1578"
440
B2
16
*5
STR.
11'-8"
195
B3
24
#5
STR.
11'-8"
292
U1
52
*4
6'-6"
139
U2
32
*4
2
a'-1!"
!D5
V1
64
#6
0
1-10
753
APPROX. QUANTITIES
CONCRETE (3,600 PSI) 19.5 C.Y.
REINFORCING STEEL 1,924 LBS.
RIP RAP, CLASS II 92 TONS
BAR TYPES
6'-6"
8" U1
1'-11" U2
in
i I ON ^
ALL BAR DIMENSIONS ARE OUT TO OUT
I
1/B" BEVEL
(TYP.)
COVER PLATE
BOARDWALK
DECK r PREFABRICATED
/ BRIDGE
i BEAM
2 LAYERS OF 30 LB
ROOFING FELT ABUTMENT
BACKWALL
COVER PLATE DETAIL
LandDesign®
223 NGRTH GRAHAM STREET
CHARLOTTE, NC 282M
703.333.0325
WNW. ANDDESIGN.COM
NC END. FIRM LICENSE#C 58
WTT.-DLANDS
USTV
STV ENGINEERS, INC.
900 West Trade St., Sulte 715
Charlotte, NC 28202
NC License Number F-0991
08/13/2021
LONG CREEK
GREENWAY
8t
WATER QUALITY
PROJECT
(Treyburn to 485)
MECKLENBURG COUNTY
uxouexxaxu,.n 1020191
REVISION / ISSUANCE
DESIGNEDBY: JMG
DRAWN BY. JMG
CHECKED BY: PEK
VERT'
HORZ:
BRIDGE #3
ABUTMENT2
4"
C4--Db.) W a". L, I Z. kbU I I UM Uh V UU I IINU)
ELEVATION
C-7.07

695 FILL FACE Q ABUTMENT 1
STA. 2+00.00
ELEV. 683.75
690
685 BOARDWALK
(BY OTHERS)
680
675
670
665
NinTP7C.
rAD101
EL. 675.4
TOP OF FTG.
EL. 673.75
ABUTMENT 1
2+25
PREMANUFACTURED
PEDESTRIAN BRIDGE
(BY OTHERS)
2+50
97'-10" t END TO END
2+75
3+00
FILL FACE 0 ABUTMENT 2
STA. 3+00.00
ELEV. 683.75
1" CL.
(TYP,) BOARDWALK
(BY OTHERSI
EL.675.7 TOP OF FTG.
EL.673.75
86
cD PROPOSED �7asp� a ,r Qoo^�0
oo
TO ° GROUND LINE bC4�4S000� o �o
•;; 7J
EL. 669.8 ABUTMENT 2
ELEVATION - TROTTER RD. CONNECTOR (;D STA. 2+50.00
SECTION ALONG -C CONNECTOR A-
PEDESTRIAN BRIDGE
(BY OTHERS)
PLAN - BRIDGE ON TROTTER RD.
12'-0" CLR. BTWN. RAILS
1. BRIDGE LOADINGS ARE ESTIMATED.AFTER SHOP DRAWINGS FOR THE PREMANUFACTURED PEDESTRIAN
7.
FOR PREMANUFACTURED PEDESTRIAN BRIDGE BEARING DIMENSIONS,DETAILS,AND NOTES,SEE PEDESTRIAN
BRIDGE ARE SUBMITTED, IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO CHECK THE
BRIDGE DRAWINGS (BY OTHERS).
ABUTMENTS FOR ACTUAL BRIDGE LOADINGS AND DIMENSIONS. SHOP DRAWINGS SHALL BE FORWARDED
TO ENGINEER OF RECORD UPON RECEIPT.
8.
ALL ELEVATIONS SHOWN IN FEET UNLESS NOTED OTHERWISE.THE ELEVATIONS FOR THE BACKWALL ARE
AT THE BACK FACE.
2. CENTER OF PEDESTRIAN BRIDGE SHALL BE POSITIONED AT STA.2+50.00.
9.
HP12X53 STEEL PILES HAVE BEEN DESIGNED FOR A FACTORED RESISTANCE OF 40 TONS. PILES SHALL BE
3. ABUTMENT CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3600 PSI AND
DRIVEN TO REFUSAL IN WEATHERED ROCK. ESTIMATED PILE EMBEDMENTS ARE 10 FEET. SEE GEOTECHNICAL
SHALL CONFORM TO THE PROVISIONS OF CLASS A CONCRETE OF THE NCDOT STANDARD
REPORT DATED DECEMBER 16,2020 FOR ADDITIONAL INFORMATION.
CONCRETE DECK
SPECIFICATIONS FOR ROADS AND STRUCTURES JANUARY 2018 (STANDARD SPECIFICATIONS). ALL OTHER
MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NCDOT STANDARD
10.
SEE FOUNDATION RECOMMENDATIONS FOR ADDITIONAL INFORMATION.
SPECIFICATIONS.
C BRIDGE
11.
CONTRACTOR SHALL VERIFY THAT THERE ARE NO UTILITY CONFLICTS PRIOR TO BEGINNING CONSTRUCTION.
4. ALL REINFORCING STEEL SHALL BE GRADE 60.
12.
THE BEARING CONDITION IN EACH FOUNDATION EXCAVATION SHALL BE EVALUATED BY A GEOTECHNICAL
TYPICAL SECTION
5. REINFORCING STEEL MAY BE SHIFTED SLIGHTLY AS NECESSARY TO CLEAR ANCHOR BOLTS.
ENGINEER TO VERIFY THAT ADEOUATE BEARING MATERIALS ARE PRESENT PRIOR TO BEGINNING
CONSTRUCTION OF THE BRIDGE SUBSTRUCTURE.
6. THE ANCHOR BOLTS SHALL BE AN ADHESIVELY ANCHORED SYSTEM MATCHING ANCHOR BOLT DETAILS
AND MATERIALS IN THE PEDESTRIAN BRIDGE DRAWINGS (BY OTHERS).
LandDesign.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28M2
7".333D328
WWW.LANDDESIGN.COM
NC ENO. FIRM LICENSE N C-0658
w
WTT,T)T,ANT) S
k T1 c-I Nee R -Nr,
STV
STV ENGINEERS, INC.
900 West Trade St., Suite 715
Charlotte, NC 28202
NC License Number F-0991
08/13/2021
LONG CREEK
GREENWAY
WATER QUALITY
PROJECT
(Treyburn to 485)
MECKLENBURG COUNTY
wocesi�x ma.e 1020191
REVISION / ISSUANCE
DESIGNED BY: VKS
DRAWN BY: VKS
CHECKED BY: PEK
VERT:
HORZ:
sHEE.,mE BRIDGE 4
TROTTER RD BRIDGE
PLAN AND ELEVATION
"EE.'b -7.08

C
c
BRIDGE SIDE A+
I
HP12x53 PILE
(TYP.)
O
i I
I I I I I I i
j BEARINGS 3'-0"
j ITYP.)
j
90 °-00'-00"
I
n
•
io
- - --1----------
j
--------- -------------------1------ - - - - - - - - - - - -
- - - - - L------
I
i N
•�
I
I I
i
I
!�L
C BRG. (TYP.) j W.P. 2'-0"
BACK FACE (TYP.)
I i i i I i i i I
I i i I i i I
I I I
I I
! CONNECTOR A &
BOARDWALK SIDE i PEDESTRIAN BRIDGE
I & C ABUTMENT I
A
6'-71/2" * 6'-71/2" •
8'-0"
16'-0"
AFIELD ADJUST TO
ACCOMMODATE
BRIDGE SLAB AND
BOARDWALK SLAB
GEOMETRY.
3"
� HP12x53 PILES
PLAN
(BOARDWALK NOT SHOWN FOR CLARITY)
lc,_n"
8'-0" 8'-0"
17-*5V1 (EA. FACE) W 1'-0 MAX. CTS.
17-*4U1 & 17-*4U2 PLACED WITH *5V1 BARS
I
BOARDWALK BRIDGE
•
(BY OTHERS) i GREENWAY & EL. 00AT
EL. 683.42 (LEVEL) E
PEDESTRIAN BRIDGE (LEVEL)
TOP OF STEP & C ABUTMENT
I
EL. 681.38
I
--------------Z------------------- -------------- I ----------------------------------- ------------
(n
I
I
I
H
U
�
X
W j
L`
0
a
_
W
� I
'+
m
H
., I
v
�
I
r
j
I
CONST.JT. TOP OF FOOTING
ELEV. 673.75
I
I
I
BOT.OF FOOTING
ELEV. 671.75
3'-0"
5'-0" 5'-0"
3'-0"
6"
•
16-*5B2 W 1'-0"CTS. (TOP OF FOOTING)
6"
3Z- 663 W 6"CTS. (BOTTOM OF FOOTING)
ELEVATION
3"
NOTES:
1.FOR ADDITIONAL NOTES SEE BRIDGE ON CONNECTOR A PLAN AND
PROFILE SHEET.
2.THE TOP SURFACE OF THE CAP EXCEPT THE BRIDGE SEAT
BUILDUPS SHALL BE SLOPED TRANSVERSELY FROM THE BACK FACE
TO THE FRONT FACE AT A RATE OF 2%.
3.THE BOARDWALK SHALL BE POURED AFTER THE PREFABRICATED
BRIDGE HAS BEEN SET TO FACILITATE AN EVEN CONCRETE
SURFACE UNDER THE JOINT COVER PLATE.THE TOP SURFACE OF
THE COVER PLATE SHALL NOT BE MORE THAN I/4"ABOVE THE TOP
SURFACE OF THE BRIDGE DECK OR THE BOARDWALK DECK.
9„ 9„ 9„
a
4" 4" At
SHEAR KEY DETAIL
NOTE: DIMENSIONS MARKED WITH A • ARE TO BE ADJUSTED AS
NECESSARY BY STV ENGINEERS,INC AFTER THE PREMANUFACTURED
BRIDGE IS SUBMITTED. DIMENSIONS, ELEVATIONS, CONCRETE AND
REINFORCING STEEL QUANTITIES ARE SUBJECT TO CHANGE UNTIL
AFTER SHOP DRAWINGS HAVE BEEN REVIEWED AND APPROVED.NO
ADDITIONAL PAYMENT WILL BE MADE FOR ANY ADJUSTMENTS TO
QUANTITIES.UPON RECEIPT OF PREMANUFACTURED BRIDGE SHOP
DRAWINGS, THE CONSTRUCTION ADMINISTRATOR SHALL FORWARD
DRAWINGS TO STV ENGINEERS,INC.AFTER WHICH UPDATED
BRIDGE PLANS WILL BE ISSUED.
FOR CONCRETE -TO -CONCRETE
INTERFACE USE 2 LAYERS
30 LB.ROOFING FELT.
CONCRETE DECK *461
BOARDWALK BOARDWALK BY
TIMBER OTHERS
STRINGER
(BY OTHERS)
C HP12x53
PILES (TYP.)
O�
32-*6B3 J
c.1 r
N ~
4-*4B1 PL
AS SHOWN
*4U1
BACK
FACE —
*5V1 -
SEE SHEAR
KEY DETAIL
16-*5B2
BRIG. j
BRIDGE DECK
ELEVATION TO
MATCH BOARDWALK
DECK ELEVATION
—SEE COVER
PLATE DETAIL
-ANCHOR
RODS
ELEVATIONS BTWN.
BRIDGE SEATS TAKEN
AT THIS LOCATION.
(SEE NOTES)
~Z *4U2 cW.
U
a
w
vi •
U I
X ti
E
ILL
2" CL. I
(TYP.) 8
m
v
T. JT. =
M !
1'-41/2" 3'-71/2"6
8-*4B1 W 1'-0" CTS
(TOP & BOTTOM OF FOOTING)
SECTION A -A
REINFORCING SCHEDULE FOR
ONE ABUTMENT
MARK
NO.
SIZE
TYPE
LENGTH
WEIGHT
(LBS)
B1
36
*4
STR.
15'-8"
377
B2
16
*5
STR.
7'-8"
128
B3
32
*6
STR.
7'-8"
368
Ui
17
*4
2
6'-6'
74
UE
17
04
2
4'-11"
56
U
8'-3"
293
APPROX.QUANTITIES/ABUTMENT
CLASS A CONCRETE (3,600 PSI) 19.0 C.Y.
REINFORCING STEEL 1296 LBS.
APPROX.QUANTITIES FOR BRIDGE
RIP RAP, CLASS II 196 TONS
BAR TYPES
6'-11"
v 0
8" U1
U2
in
i I ON ^
ALL BAR DIMENSIONS ARE OUT TO OUT
1/8-BEVEL
(TYP.)
BOARDWALK COVER PLATE
DECK r PREFABRICATED
/ BRIDGE
i BEAM
2 LAYERS OF 30 LB
ROOFING FELT ABUTMENT
BACKWALL
COVER PLATE DETAIL
3
\\ \ \ 12
PILE BATTER
LandDesign®
223 NORTH GRAHAM STREET
CHARLOTTE, NC 282M
703.333.0325
WWWLAN DDESIGN.COM
NC ENG. FIRM LICENSE#C 58
WTT.-DT.AN DS
n S
T�
STV ENGINEERS, INC.
900 West Trade St., Sulte 715
Charlotte, NC 28202
NC License Number F-0991
0811312021
LONG CREEK
GREENWAY
8:
WATER QUALITY
PROJECT
(Treyburn to 485)
MECKLENBURG COUNTY
uxoorxxa5o�.x 1020191
REVISION / ISSUANCE
DESIGNEDBY: VKS
DRAWN BY. VKS
CHECKEDBY: PEK
VERT'
HORZ:
9*IRE BRIDGE 4
TROTTER RD BRIDGE
ABUTMENTS

BEGIN WALL
STA.61+42
685
680
675
61+40
PLAN
WALL LENGTH MEASURED ALONG EXPOSED FACE OF WALL
(RIPRAP SLOPE PROTECTION NOT SHOWN ON LEFT SIDE
OF EXISTING BRIDGE FOR CLARITY)
I
rii
=— l----TT----�T——��----Tom-----�—�
EL. 681.53 FEL. 684.91
�EL.682.35 EL.684.75�
PROPOSED GROUND LINES EL.683.81EL.683.81
EL.
61+60 61+80 62+00
WALL ENVELOPE
APPROXIMATE AREA OF EXPOSED WALL = 420 SO. FT.
62+20
BENT
END WALL
STA.62+40
—EL. 679.80
GREENWAY PROFILE (SEE GREENWAY
PLAN AND PROFILE)
62+40
1,2
FOR SEGMENTAL GRAVITY RETAINING WALLS, SEE SPECIAL
PROVISIONS.
DO NOT ATTACH FENCES OR HANDRAILS TO SEGMENTAL
GRAVITY WALLS.
WHEN FOUNDATION MATERIALS BELOW THE SEGMENTAL
GRAVITY WALLS ARE POOR, VERY LOOSE OR OTHERWISE
UNSUITABLE TO BEAR THE LOAD OF THE WALL THE
CONTRACTOR SHALL MAKE IMPROVEMENTS TO THE
SOIL PER THE CONTRACTORS WALL DESIGN ENGINEER AND
TO THE APPROVAL OF THE PROJECT ENGINEER.
DO NOT MIX SEGMENTAL GRAVITY WALL (5RW)UNIT5
FROM DIFFERENT VENDORS ON THE SAME SEGMENTAL
GRAVITY WALL. USE THE SAME SIZE SRW UNITS. FOR
EACH WALL SECTION.
BEFORE BEGINNING SEGMENTAL GRAVITY WALL CONSTRUCTION,
SURVEY WALL LOCATIONS AND SUBMIT WALL PROFILE VIEWS
(WALL ENVELOPES)FOR REVIEW. FOR WALL ENVELOPES,
INCLUDE BOTTOM OF WALL, EXISTING GROUND AND GRADE
ELEVATIONS AND OTHER ELEVATIONS AS NEEDED AT
INTERVALS OF 10'OR LESS ALONG WALLS. DO NOT START
WALL CONSTRUCTION UNTIL WALL ENVELOPES ARE ACCEPTED.
DO NOT PLACE BACKFILL MATERIAL STONE FOR FOOTINGS
UNTIL EXCAVATION DIMENSIONS AND FOUNDATION MATERIAL
ARE APPROVED.
EXPOSED FACE OF WALL SHALL BE BATTERED BETWEEN
4.5°AND 9°
FOR ADDITIONAL INFORMATION SEE GREENWAY DESIGN AND
PROFILE.
PRIOR TO BEGINING CONSTRUCTION, LOCATE UNDERGROUND
GAS LINES AND VERIFY WALL CLEARANCE.
THE WORK REQUIRED TO CONSTRUCT THIS WALL INVOLVES
WORKING WITH EXISTING STRUCTURES. BECAUSE OF THIS
THE CONTRACTOR SHALL BE PREPARED TO MAKE CHANGES
TO THE PROPOSED STRUCTURE AND HIS MEANS AND
METHODS TO ACCOMODATE MINOR DISCREPANCIES BETWEEN
THE PLANS AND ACTUAL CONDITIONS IN THE FIELD.
OF GIRDER
SEGMENTAL
GRAVITY
WALL (TYPJ
Z
1'-O" MIN.
EMBED.
EXISTING
RIPRAP —
'GREENWAY WIDTH �
FOUNDATION MATERIAL
PER WALL ENGINEER. -
SECTION VIEW
EXISTING
END BENT
-BACKFILL
PER EWALL
ENGINEER.
II
SEPARATION
GEOTEXTILE 1 1
TED
LandElesign.
223 NORTH GRAHAM STREET
CHARLOTTE, NO 2s202
700.333.0325
W W W.LANDDESIGN.COM
NO ENO. FIRM LICENSE k C-MM
WILDLANDS
F lJrI1J F F R I N r
N -1
STV
STV FNGINEER5, INC_
900 West Trade S1, Suite 715
Chwlolle, NC �8202
NC License Number F-0991
0811312021
LONG CREEK
GREENWAY
WATER QUALITY
PROJECT
(Treyburn to 485)
MECKLENBURG COUNTY
wncesi�x vRos 1020191
REVISION / ISSUANCE
DESIGNED BY: PEK
DRAWN BY: PEK
CHECKED BY: SAB
VERT:
HORZ:
SEGMENTAL GRAVITY WALL
AT BEATTIES FORD RD.
-ITN-6 - 7.10

NOTES:
1. ASSUMED LIVE LOAD - 90 PSF OR H-10 TRUCK LOADING
2. ALL CONCRETE IN THE SWALE BRIDGE SHALL CONFORM TO NCDOT CLASS A CONCRETE
EXCEPT THAT THE 28 DAY COMPRESSIVE STRENGTH (f'd SHALL BE 3,600 PSI.
3. PROVIDE GALVANIZED METAL STAY IN PLACE FORMS (S.I.P. FORMS) IN CONFORMANCE
WITH SECTION 420 THE NCDOT STANDARD SPECIFICATIONS.
4. THE CONTRACTOR SHALL CHECK THE CONDITIONS OF THE SOIL DIRECTLY BENEATH THE
GRADE BEAMS TO ENSURE THE SOIL IS CAPABLE OF A MINIMUM BEARING RESISTANCE
OF 2000 PSF. SOILS FAILING TO MEET THIS REQUIREMENT SHALL BE AMENDED PER
THE DIRECTION OF THE ENGINEER.
zo
�D
0
M
0
tD
FACE
3„
10-*4A1 Cd 1'-6"MAX. CTS. (TOP OF SLAB)
17-*4A1 BARS 0 10"MAX. CTS. (BOTTOM OF SLAB)
*4B2 TOP OF SLAB
(TYP. EA. SIDE) p
2"CLR
(TYP.)
v
V'
U m
to J
U
tD
m
(3V)
LL
@
J
n
00
Of---- -
o
- -- - -- - - - ---- -a
aD-
DO
LL -
o
an
*° on
N
04
BRIDGE Go
u
�
CURB
OPENING
12'-O" CLEAR SPAN
13'-6"
15'-O" END TO END
PLAN
14-*411 RARS 0 V-0"MAY- CTS
SECTION ALONG C BRIDGE
0
Ld
w
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I
I
I
r
Do
Do
a
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I
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r-,
#
FACE
I
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*
v
I
_ASS B RIP RAP
"THICKNESS
0:8
BAR TYPES
EL
7"
41 1'-2' 4"
REINFORCING SCHEDULE
MARK
NO.
SIZE
TYPE
LENGTH
WEIGHT
(LBS)
Al
27
*4
STR.
12'-8"
228
131
26
*6
STR.
13'-1"
511
B2
10
*4
STR.
13:-1'
87
83
4
*4
STR.
5'-11"
16
HK. HK.
-- —
v = I I
V-2"
ALL BAR DIMENSIONS ARE OUT TO OUT
B4
8
•G
STR-
13'-8"
164
135
4
*6
STR.
15'-8"
94
HI
2
*4
STR.
15'-8"
21
S1
28
*4
1Q
1-2"
22
S2
28
*3
02
V-10"
19
S3
2B
*3
3'-0-
32
Vl
60
*4
STR.
1'-5"
57
QUANTITIES
CONCRETE SUPERSTRUCTURE (3,600 PSI) 5.1 C.Y.
CONCRETE SUBSTRUCTURE (3,600 PSI) 2.5 C.Y.
TOTAL CONCRETE 7.6 C.Y.
REINFORCING STEEL 1,251 LBS.
6"
0 *4B3 BAR (TYP. EACH CURB)
io *4S1 BARS 0 1'-0"CTS (TYP.)
*4B2 BAR (TYP. EACH SIDE) J
1-3"
*4
1'-0"
*3
1'-0'
*E
*3'
1-W
*E
FILL FACE
13'-0"
6'-0"
6'-0"
*4A1 BARS 6)
l'-6"CTS I BRIDGE
*4A1 BARS
0 10" CTS !
i
�1Y2"B.B.U.6) 2"B•B•U C1' SIP FORMS
4'-O" MAX CTS. 3'-0" MAX CTS.
8-*4B2 0 1'-6"CTS TOP OF SLAB
26-*6131 0 6"CTS BOTTOM OF SLAB
TYPICAL SECTION
q„ q„
GRADE BEAM SECTION
6"
1=3„
LandDesign,
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
IMMN.LANDDESIGN COM
NC ENG. FIRM LICENSE # C4858
WILDLANDS
F .� I— ­:
ATV
STV ENGINEERS, INC.
900 West Trade SL, Suite 715
Charlotte, NC 28202
NC License Number F-0991
0811312021
LONG CREEK
GREENWAY
WATER QUALITY
PROJECT
(Treyburn to 485)
MECKLENBURG COUNTY
i.Noosi�x rRa.ro 1020191
REVISION / ISSUANCE
DESIGNED BY: PEK
DRAWN BY: PEK
CHECKED BY: SAB
VERT:
HORZ:
SWALE BRIDGE
PLAN & DETAILS
­NuC-711