20090943 Ver 3_401 Application_20180818

Preliminary ORM Data Entry Fields for New Actions
SAW — 2017 - BEGIN DATE [Received Date]:
Prepare file folder F-1 Assign Action ID Number in ORM
1. Project Name [PCN Form A2a]: McAlpine Relief Sewer Phase IV
2. Work Type: Private ❑ Institutional F-1 Government FE -1 Commercial
3. Project Description / Purpose [PCN Form B3d and Be]:
Charlotte Water is planning to install a new wastewater pipe to serve neighborhoods
along McAlpine Creek between Independence Boulevard and Lawyers Road.
4. Property Owner/ Applicant [PCN Form A3 or A4]: Charlotte Water; POC; Amy Vershel
5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: Carolina Wetland Services, Inc., POC: Aliisa Harjuniemi, PWS
6. Related Action ID Number(s) [PCN Form B5b]: SAW -2009-01131, SAW -2007-1904-360, DWQ#09-0943
7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form 131b]:
Located along McAlpine Creek between Independence Boulevard and Lawyers Road.
Charlotte, North Carolina (Figure 1, attached). (35.176022, -80.720166)
8. Project Location - Tax Parcel ID [PCN Form B1a]: Multiple (See the Construction Plan Sheets)
9. Project Location — County [PCN Form A2b]: Mecklenburg
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Charlotte
11. Project Information — Nearest Waterbody [PCN Form B2a]: McAlpine Creek
12. Watershed / 8 -Digit Hydrologic Unit Code [PCN Form 132c]: 03050103
Authorization: Section 10 ❑ Section 404 ❑E Section 10 & 404
Regulatory Action Type:
F1 Standard Permit
0 Nationwide Permit # 12
E] Regional General Permit #
F-1 Jurisdictional Determination Request
F
]Unauthorized
Pre -Application Request
Activity
0 Compliance
❑ No Permit Required
Revised 20150602

CAROLINA WETLAND SERVICES, INC.
550 E. Westinghouse Blvd.
Charlotte, NC 28273
704-527-1177(office)
704-527-1133 (fax)
To: Mr. David Shaeffer
U.S. Army Corps of Engineers, Charlotte Satellite Office
151 Patton Avenue, Room 208
Asheville, NC 28801
Date: August 20, 2018
Subject: Re -submittal of Pre -Construction Notification Pursuant to Nationwide Permit No. 12
McAlpine Relief Sewer Phase IV
Mecklenburg County, Charlotte, NC
CWS Project No. 2018-0054 (SAW -2009-01131, DWQ#09-0943)
Dear Mr. Shaeffer,
The McAlpine Relief Sewer Phase IV site is approximately 62.4 acres in extent and is located along
McAlpine Creek between Independence Boulevard and Lawyers Road in Charlotte, North Carolina (Figures
1 and 2, Attachment A). On behalf of the Charlotte Water, McKim and Creed have subcontracted Carolina
Wetland Services, Inc. (CWS) to provide Section 404/401 permitting services for this project.
On behalf of Charlotte Water, CWS is re -submitting a Pre -Construction Notification pursuant to Nationwide
Permit No. 12 to the U.S. Army Corps of Engineers and Water Quality Certification No. 4133 to the North
Carolina Division of Environmental Quality (NCDEQ) for proposed impacts to jurisdictional waters of the U.S.
associated with sewerline installation along McAlpine Creek. The previous permit (SAW -2009-01131) for this
phase expired in March 18, 2017. This PCN includes also an updated wetland delineation for the study area.
No Jurisdictional Determination is requested at this time. CWS is the Authorized Agent and should be copied
on all project correspondence. An executed Agent Authorization Form is attached (Attachment B).
ATTACHMENTS INCLUDED:
DESCRIPTION
Attachment A - Figures 1-8
Attachment B - Agent Authorization Form
Attachment C - Photopa e (Photographs 1-42
Attachment D - NCDEQ Stream Classification Forms SCP1-SCP17
Attachment E - USACE Wetland Determination Data Forms DP1-DP9
Attachment F - Construction Plan Sheets
Attachment G - Expired 404 and 401 Verifications
Attachment H - NCNHP Report
Attachment I - SHPO Correspondence
Attachment J - DMS ILF Approval
Please do not hesitate to contact Aliisa Harjuniemi at 980-259-1222 or [e-mail] should you have
any questions or comments regarding this request.
Sincerely,
Aliisa Harjuniemi, PWS
Project Scientist
Christine Geist, PWS, CE
Principal Scientist

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flvfil::�,C
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 18
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
N Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes N No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
N 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes N No
For the record only for Corps Permit:
❑ Yes N No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
N Yes ❑ No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes N No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes N No
2.
Project Information
2a.
Name of project:
McAlpine Relief Sewer Phase IV
2b.
County:
Mecklenburg County
2c.
Nearest municipality / town:
Charlotte
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Multiple (linear sewerline project)
3b.
Deed Book and Page No.
Multiple
3c.
Responsible Party (for LLC if
applicable):
Charlotte Water; POC: Amy Vershel
3d.
Street address:
5100 Brookshire Blvd.
3e.
City, state, zip:
Charlotte, NC 28216
3f.
Telephone no.:
704-336-1077
3g.
Fax no.:
N/A
3h.
Email address:
[e-mail]
Page 1 of 18
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent Other, specify: Charlotte Water
4b.
Name:
Amy Vershel
4c.
Business name
(if applicable):
Charlotte Water
4d.
Street address:
5100 Brookshire Blvd
4e.
City, state, zip:
Charlotte, NC 28216
4f.
Telephone no.:
704-336-1077
4g.
Fax no.:
N/A
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Aliisa Harjuniemi, PWS
5b.
Business name
(if applicable):
Carolina Wetland Services, Inc.
5c.
Street address:
550 E. Westinghouse Blvd.
5d. City, state, zip:
Charlotte, NC 28273
5e.
Telephone no.:
980-259-1222
5f.
Fax no.:
N/A
5g.
Email address:
[e-mail]
Page 2 of 18
PCN Form — Version 1.4 January 2009

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Multiple partial parcels. See Construction Plan Sheets
1 b. Site coordinates (in decimal
Latitude: 35.176022 ° Longitude: -80.720166 °
1 c. Property size:
62.4 acres (Study area)
2. Surface Waters
2a. Name of nearest body of water to proposed project:
McAlpine Creek
2b. Water Quality Classification of nearest receiving water:
Class C
2c. River basin:
Catawba (HUC 03050103)
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of
this application:
The proposed McAlpine Relief Sewer Phase IV seweline will be located along McAlpine Creek between Independence
Boulevard and Lawyers Road in Charlotte, NC (Figures 1-2, Attachment A). The project corridor is located on the floodplain
of the McAlpine Creek. The study area for Phase IV is approximately 3.3 miles long and 145 ft wide.
The current land use for the project area consists primarily of forested floodplain and greenway/parkland, with adjacent
residential subdivisions, mowed lawns, and commercial development (Figure 3).
According to the United States Department of Agriculture - Natural Resources Conservation Service (USDA-NRCS) Web
Soil Survey of Mecklenburg County (Figure 4) and the NRCS Historic Soil Survey for Mecklenburg County (Figure 5), on-site
soils consist of Cecil sandy clay loam (CeB2 and CeD2), Enon sandy loan (EnB and EnD), Mecklenburg fine sandy loam
(MeB), Monacan loam (MO), Pacolet sandy loam (PaE and PaF), and Wilkes loam (WkB, WkE, and WkF). Monacan soils
are somewhat poorly -drained and are listed by the NRCS as soils with hydric inclusions for Mecklenburg County.
A review of the National Wetlands Inventory (NWI) GIS layer depicts several potential wetland features within the project
limits (Figure 6, attached).
Jurisdictional waters of the U.S. were delineated within the study area on April 17 and 30, and May 1, 2018. The on-site
jurisdictional waters of the U.S. include McAlpine Creek, 17 unnamed tributaries to McAlpine Creek, and 23 jurisdictional
wetlands located on the floodplain of McAlpine Creek (Figure 7).
3b. List the total estimated acreage of all existing wetlands on the property: 1.71 ac.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 4,602 If perennial,
751 If intermittent
3d. Explain the purpose of the proposed project:
Charlotte Water is planning to install a new wastewater pipe to serve neighborhoods along McAlpine Creek between
Independence Boulevard and Lawyers Road. The project will add more than 18,000 feet of wastewater pipe to serve
neighborhoods along McAlpine Creek.
The purpose of the project is to enhance pipe performance, provide increased wastewater capacity for current and future
customers and protect the water quality of McAlpine Creek. The McAlpine Creek Relief Sewer project was initiated in 2000
to address wet weather sewer overflows occurring in the existing McAlpine Creek drainage basin. Phases 1 - 3 have
already been completed downstream.
Page 3 of 18
PCN Form — Version 1.4 January 2009

3e. Describe the overall project in detail, including the type of equipment to be used: (see next page)
3e.
This project will add a total of 18,000 feet of 30 -to -36 -inch diameter sewer pipe along McAlpine Creek between
Independence Boulevard and Lawyers Road in Charlotte, North Carolina.
Under Nationwide Permit (NWP) No. 12, unavoidable stream impacts associated with this sewerline construction project
are due to 19 temporary stream crossings for sewerline (S1 -S6, and S10 -S41) and three temporary stream crossings for
construction access (S7 -S9). Permanent stream impacts for this project total 190 linear feet due to rip rap stabilization
along the banks and temporary stream impacts total 888 linear feet.
Proposed wetland impacts are due to 19 wetland crossings for sewerline and associated easements (W1, W3 -W42), and
one wetland crossing for construction access (W2). Wetland impacts total 0.681 acre and were divided in three categories;
1) Temporary impacts to herbaceous wetlands, 2) Temporary impacts to forested wetland, and 3) Permanent impacts to
forested wetlands.
The proposed impacts are illustrated in Figures 8 and 8A -8C. The construction plan details are included in the attachment
F. The proposed impacts are described in detail below.
Stream Impacts (S1 -S41)
All stream sewerline crossings will be constructed via open trench. The temporary impacts were calculated based on the
width of the construction corridor and will include the temporary dewatering devices required in order to construct the
sewerline in the dry, temporary stream crossings, sewerline installation, and bank stabilization. The detail for the tempora
crossings is included in Sheet I. Temporary stream crossings will be returned to their original grade and stabilized (Sheet
G). The proposed utility crossings will not result in any permanent loss of waters of the U.S.
Restoration of Streams
All areas disturbed by the work shall be re -graded to leave the area in a smooth condition, sloped for drainage and
stabilized. All impacted stream banks at the location of sewerline crossings shall be permanently stabilized with rip rap
below the ordinary high water mark and seeding and mulch with woven coir net above the ordinary high water mark (See
Sheet G). The limits of rip rap stabilization will be limited to 10 linear feet along stream bank per crossing. Riprap
will be keyed at the level of existing grade. Stabilized stream banks shall include all bank areas disturbed by construction
activities. Banks shall be restored to their original contours. Riparian seed mix will be placed on stream slope and top of
bank. See Sheet G in the Construction plan sheets for more information (Attachment F).
Wetland Impacts (W1 -W42)
Unavoidable impacts to jurisdictional wetlands total approximately 0.675 acre. The proposed wetland impacts consist of 1)
Temporary disturbance of existing herbaceous wetlands; 0.117 ac, 2) Temporary impacts to forested wetlands (clearing of
forested wetlands to facilitate construction of the sewer line); 0.163 ac., and 3) Permanent impacts to on-site wetlands;
0.395 ac. All wetland crossings will be constructed via open trench.
Permanent impacts are the result of a permanently maintained easement through forested wetlands where forested
wetland will be mechanically cleared and permanently converted to maintained herbaceous wetland. Approximately 0.163
acre of temporarily impacted forested wetlands impacts will be reforested according to the wetland restoration plan (see
below). Wetlands crossed to access the new easements will be matted with timber mats. All impacted areas will be
returned to their pre -construction grades.
Restoration of Wetlands
All impacted areas will be returned to their pre -impact grades; there will be no permanent fill in jurisdictional areas.
All cleared forested wetlands, with the exception of the permanent maintained easement, will be reforested with native
bare -root trees obtained from the NC Division of Forest Resources, or local (NC or SC) nurseries. Trees will be planted in
naturalistic drifts at an average spacing of 10 -foot centers for an overall average density of 450 trees per acre. Bare -root
trees shall be a minimum of 1 year old with a height of 20-30 inches tall, with a root collar diameter (base of stem) of 1/4 -
3/8 inch and have a 6-8 inch root system. Areas to be reforested shall be hand cleared to remove construction debris and
rocks (larger than 6 inches in any dimension). Wetland areas shall be reforested during the period November through
January. Plants shall be planted in random mixtures of species, which may include the following species:
Page 4 of 18
PCN Form — Version 1.4 January 2009

1. Roughleaf Dogwood.
2. Red Maple.
3. Cherrybark Oak.
4. Swamp Chestnut Oak.
5. Water Oak.
6. Willow Oak.
7. Sycamore.
8. Sugarberry.
All areas with a survival rate of less than 300 plants per acre after one full growing season shall be replanted.
Construction equipment used will generally consist of track hoe excavators, track loaders, rubber tire loaders, off road
dump trucks, track crane, trench boxes, air compressors, generators, work trucks, and bypass pumps for the water
diversion.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by
N Yes ❑ No ❑ Unknown
the Corps or State been requested or obtained for this
property/ project(including all prior phases in the past?
Comments: See the 4d
4b. If the Corps made the jurisdictional determination, what
® PreliminaryEl Final
type of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known):
Other: CWS
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
The USACE issued a preliminary jurisdictional determination (PJD) in February 2, 2016 (SAW -2009-01131; Attachment G).
However, since the wetland delineation for the PJD was completed 2009, an updated delineation of the jurisdictional water
of the U.S. is included in this PCN. Figures 7 and 7A -7C depict the extend of the jurisdictional features within the current
study area (Attachment A). The NCDEQ Stream Classification Forms (SCP1-SCP17) are included as an Attachment D.
The USACE Wetland Determination Data Forms (DP1-DP9) are included as an Attachment E.
5. Project History
5a. Have permits or certifications been requested or obtained
❑x Yes ❑ No ❑ Unknown
for this project (including all prior phases) in the past?
Page 5 of 18
PCN Form — Version 1.4 January 2009

5b. If yes, explain in detail according to "help file" instructions.
A Nationwide Permit Number 12 was issued for this site on July 16, 2007 (USACE Action ID: SAW -2007-1904-360). The
original 404 permit for this project included Phases I-IV A copy of the permit authorization letter is attached (Attachment G).
Authorization under this permit expired on July 16, 2009. CWS sent a letter to the U.S. Army Corps of Engineers (USACE)
on June 11, 2009 requesting that the permit be re -issued. A field meeting was held with Mr. Steve Chapin of the USACE on
July 14, 2009 to discuss the renewal of the permit. Mr. Chapin requested that CWS re-examine the project corridor with
regard to jurisdictional wetlands areas. On July 17, 20, 21, and 27, 2009 Carolina Wetland Services, Inc. (CWS) scientist
conducted a field review of potential wetlands within the project area of the McAlpine Creek Relief Sewer Project.
The 404 permit verification was renewed in August 28, 2009, September 16, 2011, and February 2, 2016 (SAW -2009-
01131). These permits have expired as well. Copies of the expired permits are included in the Attachment G.
The original permit was below 401 notification thresholds at the time. However, notification to NCDEQ (NCDENR at the
time) was required for the permit renewal in 2011. A copy of the Approved 401 Water Quality Certification is included in the
Attachment G (DWQ#09-0943).
Phases 1 -III for this project have been already completed. This permit renewal includes only the Phase IV. Since the
previous wetland delineation was completed 2009, Mr. David Shaeffer of the USACE requested an updated delineation of
the jurisdictional waters of the U.S.to be included in this PCN. Jurisdictional waters of the U.S. were delineated within the
study area on April 17 and 30, and May 1, 2018. Since the sewer alignment has been already determined, the extent of the
study area was reduced to an approximately 145 If wide corridor.
6. Future Project Plans
6a. Is this a phased project?
© Yes ❑ No
6b. If yes, explain.
This project was divided in four phases. However, under NWP12, each crossing is considered a single and complete
project.
Page 6 of 18
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
® Wetlands ❑x Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland
impact
number
Permanent
(P) or
Temporary
(T)
2b. 2c.
Type of impact
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f. Area
of
impact
(acres)
W1
T
Disturbance of herbaceous wetland
Bottomland Hardwood
No
Corps
0.010
W2
T
Construction access
Bottomland Hardwood
Yes
Corps
0.007
W3
T
Disturbance of herbaceous wetland
Bottomland Hardwood
No
Corps
0.013
W4
T
Disturbance of herbaceous wetland
Bottomland Hardwood
No
Corps
0.010
W5
T
Temporary clearing
Bottomland Hardwood
Yes
Corps
0.015
W6
P
Permanent clearing
Bottomland Hardwood
Yes
Corps
0.034
W7
T
Disturbance of herbaceous wetland
Bottomland Hardwood
No
Corps
0.016
W8
T
Temporary clearing
Bottomland Hardwood
Yes
Corps
0.007
W9
P
Permanent clearing
Bottomland Hardwood
Yes
Corps
0.030
W10
T
Disturbance of herbaceous wetland
Bottomland Hardwood
No
Corps
0.037
W11
T
Temporary clearing
Bottomland Hardwood
Yes
Corps
0.008
W12
P
Permanent clearing
Bottomland Hardwood
Yes
Corps
0.086
W13
T
Temporary clearing
Bottomland Hardwood
Yes
Corps
0.002
W14
P
Permanent clearing
Bottomland Hardwood
Yes
Corps
0.001
W15
T
Disturbance of herbaceous wetland
Bottomland Hardwood
No
Corps
0.004
W16
T
Temporary clearing
Bottomland Hardwood
Yes
Corps
0.025
W17
P
Permanent clearing
Bottomland Hardwood
Yes
Corps
0.036
W18
T
Disturbance of herbaceous wetland
Bottomland Hardwood
No
Corps
0.005
W19
T
Temporary clearing
Bottomland Hardwood
Yes
Corps
0.012
W20
P
Permanent clearing
Bottomland Hardwood
Yes
Corps
0.026
W21
T
Disturbance of herbaceous wetland
Bottomland Hardwood
No
Corps
0.014
W22
T
Temporary clearing
Bottomland Hardwood
Yes
Corps
0.008
W23
P
Permanent clearing
Bottomland Hardwood
Yes
Corps
0.030
W24
T
Disturbance of herbaceous wetland
Bottomland Hardwood
No
Corps
0.006
W25
T
Temporary clearing
Bottomland Hardwood
Yes
Corps
0.006
W26
P
Permanent clearing
Bottomland Hardwood
Yes
Corps
0.008
W27
T
Temporary clearing
Bottomland Hardwood
Yes
Corps
0.020
W28
P
Permanent clearing
Bottomland Hardwood
Yes
Corps
0.033
W29
T
Temporary clearing
Bottomland Hardwood
Yes
Corps
0.004
W30
T
Temporary clearing
Bottomland Hardwood
Yes
Corps
0.006
W31
P
Permanent clearing
Bottomland Hardwood
Yes
Corps
0.009
W32
T
Temporary clearing
Bottomland Hardwood
Yes
Corps
0.001
W33
P
Permanent clearing
Bottomland Hardwood
Yes
Corps
0.003
W34
T
Temporary clearing
Bottomland Hardwood
Yes
Corps
0.011
Page 7 of 18
PCN Form - Version 1.4 January 2009

W35
P
Permanent clearing
Bottomland Hardwood
Yes
Corps
0.040
W36
T
Disturbance of herbaceous wetland
Bottomland Hardwood
No
Corps
0.002
W37
T
Temporary clearing
Bottomland Hardwood
Yes
Corps
0.007
W38
p
Permanent clearing
Bottomland Hardwood
Yes
Corps
0.026
W39
P
Permanent clearing
Bottomland Hardwood
Yes
Corps
0.017
W40
T
Temporary clearing
Bottomland Hardwood
Yes
Corps
0.024
W41
P
Permanent clearing
Bottomland Hardwood
Yes
Corps
0.011
W42
P
Permanent clearing
Bottomland Hardwood
Yes
Corps
0.005
2g. Total Wetland
Impacts:
0.675
2h. Comments:
1) Temporary
impacts to herbaceous wetlands:
0.117 ac.
2) Temporary
impacts to forested wetland: 0.163 ac.
3) Permanent
impacts to forested wetlands: 0.395 ac.
3. Stream Impacts
If there are
perennial or intermittent stream impacts (including temporary impacts)
proposed
on the site, then complete this
question for
all
stream sites impacted.
3a.
3b.
3c. 3d.
3e.
3f.
3g.
Stream
Type of impact
Stream name Perennial
(PER) or
Type of
Average
Impact
impact
intermittent
(INT)?
jurisdiction
stream
length
number
width
(linear
Permanent
(feet)
feet)
(P) or
Temporary
(T)
S1
T
Sewerline Construction Easement
Stream A
INT
Corps
3
33
S2
P
Rip rap stabilization along bank
Stream A
INT
Corps
3
10
S3
T
Sewerline Construction Easement
McAlpine Creek
PER
Corps
40
21
S4
p
Rip rap stabilization along bank
McAlpine Creek
PER
Corps
40
10
S5
T
Sewerline Construction Easement
Stream D
PER
Corps
4
31
S6
p
Rip rap stabilization along bank
Stream D
PER
Corps
4
10
S7
T
Construction Access
Stream B
INT
Corps
2
24
S8
T
Construction Access
Stream C
PER
Corps
4
7
S9
T
Construction Access
Stream D
PER
Corps
4
93
S10
T
Sewerline Construction Easement
Stream E
PER
Corps
6
164
S11
P
Rip rap stabilization along bank
Stream E
PER
Corps
6
10
S12
T
Sewerline Construction Easement
McAlpine Creek
PER
Corps
40
11
S13
p
Rip rap stabilization along bank
McAlpine Creek
PER
Corps
40
10
S14
T
Sewerline Construction Easement
Stream F
PER
Corps
5
33
S15
p
Rip rap stabilization along bank
Stream F
PER
Corps
5
10
S16
T
Sewerline Construction Easement
McAlpine Creek
PER
Corps
40
15
S17
p
Rip rap stabilization along bank
McAlpine Creek
PER
Corps
40
10
S18
T
Sewerline Construction Easement
McAlpine Creek
PER
Corps
40
32
S19
p
Rip rap stabilization along bank
McAlpine Creek
PER
Corps
40
10
S20
T
Sewerline Construction Easement
Stream G
INT
Corps
6
46
S21
p
Rip rap stabilization along bank
Stream G
INT
Corps
6
10
S22
T
Sewerline Construction Easement
McAlpine Creek
PER
Corps
40
34
S23
p
Rip rap stabilization along bank
McAlpine Creek
PER
Corps
40
10
S24
T
Sewerline Construction Easement
McAlpine Creek
PER
Corps
40
50
Page 8 of 18
PCN Form — Version 1.4 January 2009

S25
P
Rip rap stabilization along bank
McAlpine Creek
PER
Corps
40
10
S26
T
Sewerline Construction Easement
Stream I
INT
Corps
3
50
S27
P
Rip rap stabilization along bank
Stream I
INT
Corps
3
10
S28
T
Sewerline Construction Easement
Stream J
PER
Corps
6
65
S29
P
Rip rap stabilization along bank
Stream J
PER
Corps
6
10
S30
T
Sewerline Construction Easement
Stream L
INT
Corps
3
22
S31
P
Rip rap stabilization along bank
Stream L
INT
Corps
3
10
S32
T
Sewerline Construction Easement
Stream K
PER
Corps
5
30
S33
P
Rip rap stabilization along bank
Stream K
PER
Corps
5
10
S34
T
Sewerline Construction Easement
Stream O
PER
Corps
5
31
S35
P
Rip rap stabilization along bank
Stream O
PER
Corps
5
10
S36
T
Sewerline Construction Easement
Stream P
PER
Corps
5
40
S37
P
Rip rap stabilization along bank
Stream P
PER
Corps
5
10
S38
T
Sewerline Construction Easement
Stream Q
PER
Corps
8
26
S39
P
Rip rap stabilization along bank
Stream Q
PER
Corps
8
10
S40
T
Sewerline Construction Easement
McAlpine Creek
PER
Corps
40
30
S41
P
Rip rap stabilization along bank
McAlpine Creek
PER
Corps
40
10
3h.
Total stream and tributary impacts
1,078 If
3i. Comments:
- Permanent stream impacts for this project total 190 linear feet due to rip rap stabilization along the banks.
- Temporary stream impacts associated with sewerline construction total 888 linear feet (dewatering devices,
stream crossings, sewer line installation, and bank stabilization)
All sewerline crossing stream impacts will be constructed via open trench.
temporary
Page 9 of 18
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary (T)
4b.
Name of waterbody
(if applicable
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
_
Choose One
Choose
02
_
Choose One
Choose
03
-
Choose One
Choose
04
-
Choose One
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose One
P2
Choose One
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number-
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet)
131
-
Yes/No
132
-
Yes/No
133
-
Yes/No
B4
-
Yes/No
B5
_
Yes/No
B6
_
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 10 of 18
PCN Form - Version 1.4 January 2009

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
Impacts to on-site jurisdictional waters of the U.S. have been reduced to the maximum extent practicable. The McAlpine Creek
Relief sewer system has been designed to avoid impacts to jurisdictional waters wherever possible and minimize the extent of
,iecessary impacts to jurisdictional waters. The following paragraph outlines the alternatives analysis and avoidance and
minimization efforts undertaken during the planning and design phase of this project.
The 1995 Sanitary Sewer Facility Plan discussed several alternatives to handle growth and peak flow events in the McAlpine
reek and McMullen Creek basins. Alternatives were then developed to evaluate these two basins together. These included: 1)
-onstruction of relief sewers along the length of each existing basin, where the parallel sewers would meet projected growth and
vet weather storm events in each basin; 2) Construction of approximately 15,000 linear feet of relief sewer in the upper reach of
the McMullen Creek basin, pumping of excess flows into the McAlpine Creek basin, and upsizing pipes in the affected portions
Df the MCRS to handle the additional flows; 3) Construction of approximately 15,000 linear feet of relief sewer in the upper reach
Df McMullen Creek basin and a wet weather flow equalization facility (there would be no flow transfer into the McAlpine Creek
basin and the pipes proposed for the MCRS would be sized as in Alternative 1 above); 4) System rehabilitation to eliminate
extraneous wet weather flow sources, so that the existing trunk lines could handle projected flows (however. based on the flow
,eductions achieved in a number of pilot programs in the McMullen Creek basin even extensive rehabilitation of existing sewers
-annot reasonably be expected to reduce wet weather flows sufficiently so that the existing trunk sewers could handle
anticipated flows); and 5) the "No Action" alternative was not evaluated further, since the existing McMullen Creek and McAlpine
reek systems already experience wet weather capacity problems, and each basin is projected to experience increased flows as
development continues. An analysis of alternatives concluded that Alternative 3, combined with continued rehabilitation of
existing sewers, would provide the most appropriate solutions to meet future customer needs (growth) and wet weather flow
events. The primary goal of design efforts was to develop an alignment for the MCRS that would avoid/minimize impacts to
Netlands, watercourses, and other identified environmental constraints and minimize potential impacts to cultural resource sites
to the maximum extent practicable, while still meeting the project purpose and need. McKim & Creed Engineers (MCE) initially
developed two alternatives (one on either side of McAlpine Creek). The final sewer alignment developed by MCE and CMU was
created from the best avoidance and minimization attributes of the two alternatives.
Page 11 of 18
PCN Form — Version 1.4 January 2009

1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Best Management Practices (BMP's) will be implemented during construction to avoid further Impacts. The construction corridor
within jurisdictional waters of the U.S. will be limited to a width of 40 feet (see the reduced clearing limits in the Construction
Plan Sheets, Attachment F).
The proposed stream crossings except one are perpendicular or near perpendicular. A perpendicular crossing of the stream at
S10 -S11 was not feasible due to the location of the existing sewers that must be connected to the proposed sewer at manholes
68 and 69. A perpendicular crossing would require at least one additional manhole, would require a shift in the alignment
leading into the adjacent hill to the south resulting in greater pipe depth, and impact at least one additional property owner. This
would result in greater cost due to additional manholes, depth of cover, and easement acquisition. While the current alignment
does impact more of the stream, this length of stream will be restored and stabilized following construction likely resulting in
better stream conditions than currently exist. Therefore, Charlotte Waters is requesting a waiver of the WQC Condition #3 at
this location.
The permanently maintained portion of the right-of-way (R/W) corridor within wetland areas will be minimized and will not
exceed 20 feet throughout the entire length of the project. Proper sediment and erosion control measures will be used to
minimize disturbances to downstream waters. Anti -seep collars will be installed at the downstream wetland boundary and every
150 feet up the gradient until the relief sewer exits the wetland. All channel work will be constructed in the dry in accordance
with Water Quality Certification No. 4133.
II impacted areas will be returned to their pre -impact grades; there will be no permanent fill in jurisdictional areas.
All cleared forested wetlands, with the exception of the permanent maintained easement, will be reforested with native bare -root
trees.
II impacted stream banks shall be permanently stabilized with rip rap below the ordinary high water mark and seeding and
mulch with woven coir net above the ordinary high water mark (See Sheet G). The limits of rip rap stabilization will be limited to
10 linear feet along stream bank per crossing. Riprap will be keyed at the level of existing grade.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
N Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ N Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
project?
N Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Type: Choose One
Quantity:
3b. Credits Purchased (attach receipt and letter)
Type: Choose One
Quantity:
Quantity:
Type: Choose One
Page 12 of 18
PCN Form — Version 1.4 January 2009

3c. Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a.
Approval letter from in -lieu fee program is attached.
❑x Yes
4b.
Stream mitigation requested:
4c.
If using stream mitigation, stream temperature:
Choose One
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
0.40 acres
4f.
Non -riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
acres
4h.
Comments:
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a.
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6.
Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a.
Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b.
If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone
1
Zone 2
6f. Total buffer mitigation required:
6g.
If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h.
Comments:
Page 13 of 18
PCN Form — Version 1.4 January 2009

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
<24 %
2b.
Does this project require a Stormwater Management Plan?
❑ Yes M No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
Amount of impervious surface does not change significantly.
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
❑ Phase II
3b.
Which of the following locally -implemented stormwater management programs
❑ NSW
apply (check all that apply):
❑ USMP
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HOW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 14 of 18
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
N Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes N No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes N No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes N No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes N No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
In 2004 the City of Charlotte approved an Administrative Order with the US EPA to construct a number of projects to minimize
wet weather sewer system overflows. This project is mandated under that Administrative Order. While further
development may occur in the project watershed it is likely that this development would occur regardless of the
construction of this project. The construction of this project will result in an improvement in water quality by eliminating
wet weather overflow.
Page 15 of 18
PCN Form — Version 1.4 January 2009

4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
The project is a sewerline construction project. The Phase IV ties to an existing system along the McAlpine Creek near
the East Independence Blvd.
Page 16 of 18
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
N Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes N No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
To determine which protected species are listed as occurring or potentially occurring within the project vicinity and prior to
conducting the on-site field investigation, CWS consulted the United States Fish and Wildlife Service's (USFWS)
Endangered and Threatened Species and Species of Concern by County for North Carolina online database for
Mecklenburg County. In addition, CWS performed a data review using the North Carolina Natural Heritage Program
(NCNHP) Data Explorer on July 19, 2018 to determine if any record occurrences of federally -listed, candidate endangered,
threatened species, or critical habitat are located within the project limits. Based on the NCNHP review, there are no
current records of federally -protected species within the project limits or within a mile from the project limits.
A copy of the NCNHP report is attached (Attachment H). During pedestrian survey on April 17 and 30, and May 1, 2018,
CWS found no potential habitat for federally endangered species other than Northern long-eared bat (Myotic
septentrionalis).
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes N No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Fisheries: http://www.habitat.noaa.gov/protection/efh/habitatmapper.html
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes N No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The North Carolina State Historic Preservation Office (SHPO) states in their comments letters dated June 29, 2000 and
September 22, 2000 that no arkeological site eligible for National Register will be impacted by the proposed project
(Attachment 1).
Additionally, CWS consulted the SHPO online GIS service in August 19, 2018 and found no historical structures, buildings,
sites, or districts within the project limits.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
N Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
This project will result in no net rise in flood level. Project area will be returned to pre -construction grades.
Page 17 of 18
PCN Form — Version 1.4 January 2009

8c. What source(s) did you use to make the floodplain determination? FEMA FIRM Map No. 3710444800J, 3710445900J,
3170455000J, 3170456000J, 3170457000J, 3170457100J, 3170458100J, and 3170458200J
J/�
8.21.18
Ms. Aliisa Harjuniemi
Applicant/Agent's Signature (Agent's
Applicant/Agent's Printed Name
signature is valid only if an authorization letter
Date
from the applicant is provided.)
Page 18 of 18
PCN Form — Version 1.4 January 2009

McAlpine Relief Sewer Phase IV
Attachments
ATTACHMENT A:
Figures 1-8
August 21, 2018
CWS Project No. 2018-0054

9-6
PenceR
T
McAlpim
Cheek %gonal
aka Pa rk
3 z
rhr E
6aIk-fla tr.
sa�di5
RdK a
sa
r
r'
REFERENCE: BACKGROUND VICINITY MAP PROVIDED BY ESRI. 2018.
SCALE: DATE:
1 inch = 5,000 feet 8/14/2018
CWS PROJECT NO: DRAWN BY:
2018-0054 MLS
COORDINATES: CHECKED BY:
35.176022, -80.720166 CAG
CAROLINA
WETLAND SERVICES
c°
G
0
awyors Rq
Piro Laity
Country
f Club y
e
Mint dill �
t'1+
Iv111�;J1�
�ryI
f
Legend
Project Limits (62.4 ac.)
_r
olT,
5,000 2,500 0 5,000 Feet
Vicinity Map
FIGURE NO.
1
McAlpine Relief Sewer Phase IV
Of
Mecklenburg County
8
Charlotte, North Carolina
G:\Team Drives\Consulting Team Drive\2018\2018 Consulting Projects\2018-0054 McAlpine Relief Sewer Phase IV\Permit(NWP12)\ArcGIS\Figurel_Vicinity.mxd

>� 'FO HU'.
n
LNJ
S, r l Uj C la L I I I I I IJ t V 4 .'-F d U.)
2,000 1,000 0 2,000 Feet
REFERENCE: USGS 7.5 MINUTE TOPOGRAPHIC QUADRANGLE(S): MINT HILL, NC (2017).
SCALE:DATE: FIGURE NO.
1 inch = 2,000 feet 8/14/2018 USGS Topographic Map
CWS PROJECT NO: DRAWN BY: 2
2018-0054 MLS McAlpine Relief Sewer Phase IV
COORDINATES: CHECKED BY: of
CAROLINA Mecklenburg County
35.176022, -80.720166 CAG WETLAND SERVICES Charlotte, North Carolina 8
G:\Team Drives\Consulting Team Drive\2018\2018 Consulting Projects\2018-0054 McAlpine Relief Sewer Phase IV\Permit (NWP12)\ArcGIS\Figure2_USGS.mxd

S5 -S6: Perennial Stream D (Sewerline crossing)
S5 - Temporary Impact: 31 if (construction easement)
S6 - Permanent Impact: 10 if (rip rap stabilization along banks)
Construction Plan Sheet 5
Temporary Stream Crossing Detail: Sheet I
Stream Bank Stabilization Detail: Sheet G
S7 -S9: Construction Access
S7 - Intermittent Stream B: Temporary Impact: 24 if
S8 - Perennial Stream C: Temporary Impact: 7 if
S9 - Perennial Stream D: Temporary Impacts 93 if
Construction Plan Sheet 5
Stream Bank Stabilization Detail: Sheet G
m
WI: Wetland AA (Sewerline crossing)
W 1 -Temporary Impact: 0.010 ac.
(disturbance of herbaceous wetland)
Construction Plan Sheet 4
S1-S2: Intermittent Stream A (Sewerline crossing)
S 1 - Temporary Impact: 33 if (construction easement)
S2 - Permanent Impact: 10 if (rip rap stabilization along banks)
Construction Plan Sheet 4
Temporary Stream Crossing Detail: Sheet I
Stream Bank Stabilization Detail: Sheet G
Dr U
0
C��
W3: Wetland CC (Sewerline crossing)
W3 - Temporary Impact: 0.013 ac.
(disturbance of herbaceous wetland)
Construction Plan Sheet 5
,✓ W2: Wetland CC (Construction Access)
W2 - Temporary Impact: 0.007 ac.
(temporary clearing of forested wetland)
Construction Plan Sheet 5
1 inch = 100 feet
W7 -W9: Wetland EE (Sewerline crossing)
W7 - Temporary Impact: 0.016 ac.
Ot(disturbance of herbaceous wetland)
r\oed W8 - Temporary Impact: 0.007 ac.
(temporary clearing of forested wetland)
W9 - Permanent Impact: 0.030 ac.
(clearing of forested wetland)
Construction Plan Sheet 6
Dr
S3 -S4: McAlpine Creek (Sewerline crossing)
S3 - Temporary Impact: 21 if (construction easement)
S4 - Permanent Impact: 10 if (rip rap stabilization along banks)
Construction Plan Sheet 4
Temporary Stream Crossing Detail: Sheet I
Stream Bank Stabilization Detail: Sheet G
o 6
w
ood" ay 0 =
REFERENCE: BACKGROUND GIS LAYER(S) PROVIDED BY MECKLENBURG_0COUNTY GIS DEPARTMENT, DATED 2017. 4 0 QJy
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED
(FLAGGED IN THE FIELD), CLASSIFIED, AND SURVEYED USING
SUB -FOOT GPS UNIT BY CWS, INC., ON APRIL 17, AND 30, AND MAY 1 2018.
JURISDICTIONAL FEATURES HAVE NOT BEEN VERIFIED BY THE USACE.
W 10-W 12: Wetland FF (Sewerline crossing)
W 10 - Temporary Impact: 0.037 ac.
(disturbance of herbaceous wetland)
W 11 - Temporary Impact: 0.008 ac.
(temporary clearing of forested wetland)
W12 - Permanent Impact: 0.086 ac.
(clearing of forested wetland)
Construction Plan Sheet 6
U
W4 -W6: Wetland DD (Sewerline crossine)
W4 - Temporary Impact: 0.010 ac.
(disturbance of herbaceous wetland)
W5 - Temporary Impact: 0.015 ac.
(temporary clearing of forested wetland)
W6 - Permanent Impact: 0.034 ac.
(clearing of forested wetland)
Construction Plan Sheet 5
Legend
Q Project Limits (62.4 ac.) Perennial Streams
— McAlpine Creek - - - Intermittent Streams
— Permanent Easement ® Permanent Wetland Impacts (Forested)
— Temporary Easement 0 Temporary Wetland Impacts (Forested)
-- Culvert Q Temporary Wetland Impacts (Herbaceous)
—Stream Impact ® Wetlands
Roads
S 10-S 11: Perennial Stream E (Sewerline crossing)
S10 -Temporary Impact: 1641f (construction easement)
Sl l - Permanent Impact: 10 if (rip rap stabilization along banks)
Construction Plan Sheet 6
Temporary Stream Crossing Detail: Sheet I
Stream Bank Stabilization Detail: Sheet G
S 12-S 13: McAlpine Creek (Sewerline crossing)
S 12 -Temporary Impact: 11 if (construction easement)
S13 - Permanent Impact: 10 if (rip rap stabilization along banks)
Construction Plan Sheet 6
Temporary Stream Crossing Detail: Sheet I
Stream Bank Stabilization Detail: Sheet G
0
W 13-W 14: Wetland GG (Sewerline crossing)
W 13 - Temporary Impact: 0.002 ac.
St pet (temporary clearing of forested wetland)
ers W 14 - Permanent Impact: 0.001 ac.
(clearing of forested wetland)
Construction Plan Sheet 8
S14 -S15: Perennial Stream F (Sewerline crossing)
S14 - Temporary Impact: 33 if (construction easement)
S15 - Permanent Impact: 10 if
(rip rap stabilization along banks)
Construction Plan Sheet 7
Temporary Stream Crossing Detail: Sheet I
Stream Bank Stabilization Detail: Sheet G
S16 -S 17: McAlpine Creek (Sewerline crossing)
S 16 -Temporary Impact: 15 if (construction easement)
S17 - Permanent Impact: 10 if (rip rap stabilization along banks)
Construction Plan Sheet 8
Temporary Stream Crossing Detail: Sheet I
Stream Bank Stabilization Detail: Sheet G
to
a
400 200 0
Marshbr00ke p
U
Rd !
00
00
r/j [
G� [
CC [
[
Elessar
1
1
r
1
1
1
400 Feet ,
I
m
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FIGURE NO.
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S 18-S 19: McAlpine Creek (Sewerline crossing) 11 Dr
S 18 -Temporary Impact: 321f (construction easement)
S19 - Permanent Impact: 10 if (rip rap stabilization along banks)
Construction Plan Sheet 10
Temporary Stream Crossing Detail: Sheet I
Stream Bank Stabilization Detail: Sheet G
W24 -W26: Wetland KK (Sewerline crossing)
W24 - Temporary Impact: 0.006 ac.
(disturbance of herbaceous wetland)
W25 - Temporary Impact: 0.006 ac.
(temporary clearing of forested wetland)
W26 - Permanent Impact: 0.008 ac.
(clearing of forested wetland)
Construction Plan Sheet 9
1
Elessar PIN
J
`0 00
co
W
4-0
0
1
r
l
1
1
1
S20 -S21: Intermittent Stream G (Sewerline crossing)
S20 - Temporary Impact: 46 if (construction easement)
S21 - Permanent Impact: 10 if (rip rap stabilization along banks)
Construction Plan Sheet 11
Temporary Stream Crossing Detail: Sheet I
Stream Bank Stabilization Detail: Sheet G
W21 -W23: Wetland JJ (Sewerline crossing)
W21 - Temporary Impact: 0.014 ac.
(disturbance of herbaceous wetland)
W22 - Temporary Impact: 0.008 ac.
(temporary clearing of forested wetland)
W23 - Permanent Impact: 0.030 ac.
(clearing of forested wetland)
Construction Plan Sheet 9
N W 18-W20: Wetland II (Sewerline crossing)
W 18 - Temporary Impact: 0.005 ac.
(disturbance of herbaceous wetland)
W 19 -Temporary Impact: 0.012 ac.
(temporary clearing of forested wetland)
W20 - Permanent Impact: 0.026 ac.
(clearing of forested wetland)
Dr
�r
S28 -S29: Perennial Stream J (Sewerline crossing)
S28 - Temporary Impact: 65 if (construction easement)
S29 - Permanent Impact: 10 if (rip rap stabilization along banks)
Construction Plan Sheet 13
Temporary Stream Crossing Detail: Sheet I
Stream Bank Stabilization Detail: Sheet G
S24 -S25: McAlpine Creek (Sewerline crossing)
S24 - Temporary Impact: 501f (construction easement)
S25 - Permanent Impact: 10 if (rip rap stabilization along banks)
S26 -S27: Intermittent Stream I (Sewerline crossing)
S26 - Temporary Impact: 501f (construction easement)
S27 - Permanent Impact: 10 if (rip rap stabilization along banks)
Construction Plan Sheet 12
Temporary Stream Crossing Detail: Sheet I
Stream Bank Stabilization Detail: Sheet G
W27 -W28: Wetland LL (Sewerline crossing)
W27 - Temporary Impact: 0.020 ac.
(temporary clearing of forested wetland)
W28 - Permanent Impact: 0.033 ac.
(clearing of forested wetland)
Construction Plan Sheet 12
S22 -S23: McAlpine Creek (Sewerline crossing)
S22 - Temporary Impact: 341f (construction easement)
S23 - Permanent Impact: 10 if (rip rap stabilization along banks)
Construction Plan Sheet 11
Temporary Stream Crossing Detail: Sheet I
Stream Bank Stabilization Detail: Sheet G
C?
Nathaniel Russel Ln
W29: Wetland MM (Sewerline crossing)
W29 - Temporary Impact: 0.004 ac.
(temporary clearing of forested wetland)
Construction Plan Sheet 12
Rice,
Construction Plan Sheet 8
J Ver
W30 -W31: Wetland NN (Sewerline crossing)
S wy
W30 - Temporary Impact: 0.006 ac.
W15 -W17: Wetland HH (Sewerline crossing)
(temporary clearing of forested wetland)
W 15 - Temporary Impact: 0.004 ac.
W31 - Permanent Impact: 0.009 ac.
(disturbance of herbaceous wetland) A
(clearing of forested wetland)
W 16 - Temporary Impact: 0.025 ac. a
(temporary clearing of forested wetland) D
Construction Plan Sheet 12
W17 -Permanent Impact: 0.036 ac. N
Louvaine Dr
(clearing of forested wetland)
m
W32 -W33: Wetland PP (Sewerline crossing)
Construction Plan Sheet 8
W32 - Temporary Impact: 0.001 ac.
acw�r
(temporary wetland)
1
W33 Perma ent Imp ctt: 0 003 c.
1
Vicksburg Rd
(clearing of forested wetland)
REFERENCE: BACKGROUND AERIAL IMAGERY PROVIDED BY ESRI,
r co
Construction Plan Sheet 13
DATED 2017. BACKGROUND GIS LAYER(S) PROVIDED BY MECKLENBURG
�dc
Q m
c
r
COUNTY GIS DEPARTMENT, DATED 2017.
E:
y
obi
00
CD m
5
00
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED
C) o
`0p \:0kXe
(FLAGGED IN THE FIELD), CLASSIFIED, AND SURVEYED USING m
SUB -FOOT GPS UNIT BY CWS, INC., ON APRIL 17, AND 30, AND MAY 12018
r
JURISDICTIONAL FEATURES HAVE NOT BEEN VERIFIED BY THE USACE.
S30 -S31: Intermittent Stream L (Sewerline crossing)
S30 - Temporary Impact: 22 if (construction easement)
S31 - Permanent Impact: 10 if (rip rap stabilization along banks)
Construction Plan Sheet 14
Temporary Stream Crossing Detail: Sheet I
Stream Bank Stabilization Detail: Sheet G
W34 -W35: Wetland GG (Sewerline crossing)
W34 - Temporary Impact: 0.011 ac.
(temporary clearing of forested wetland)
W35 - Permanent Impact: 0.040 ac.
(clearing of forested wetland)
Construction Plan Sheet 13
<n
C"
W36 -W38: Wetland RR (Sewerline crossing)
W36 -Temporary Impact: 0.002 ac
(temporary disturbance of herbaceous wetland)
W37 - Temporary Impact: 0.007 ac.
(temporary clearing of forested wetland)
W38 - Permanent Impact: 0.026 ac.
(clearing of forested wetland)
Construction Plan Sheet 14
O
0I
S32 -S33: Perennial Stream K (Sewerline crossing)
S32 - Temporary Impact: 30 if (construction easement)
S33 - Permanent Impact: 10 if
(rip rap stabilization along banks)
Construction Plan Sheet 14
Temporary Stream Crossing Detail: Sheet I
Stream Bank Stabilization Detail: Sheet G
Legend
Q Project Limits (62.4 ac.)
—Stream Impact
c — Perennial Streams
�I,/ - - Intermittent Streams
McAlpine Creek
.,\440° — Permanent Easement
— Temporary Easement
® Permanent Wetland Impacts (Forested)
Temporary Wetland Impacts (Forested)
B Q Temporary Wetland Impacts (Herbaceous)
® Wetlands
— Roads
400 200 0 400 Feet
Il
L
Q U
O
N m
� m o
Z y
w Q w
� � U
m
m
N
LON
O
O opo
00
II
Z O N
N iii
OW
¢�
— 0 zL6
ui a 0m
N 0
U 0U
00
M
Lri
r
M
Cl)
00
r
N
L)
M
Q
E
N
0
M
0
L
a
aLLJ�
Z;
—a
Jw
In
❑0
IZZ
Q
a�
pp��F
IJ
i
FIGURE NO.

9
1 J
1
1
1
1
1
1
1 c
1 J
a
�7
dS34 -S35: Perennial Stream O (Sewerline crossing)
S34 - Temporary Impact: 31 If (construction easement)
1= S35 - Permanent Impact: 10 if
1° (rip rap stabilization along banks)
ko
' Construction Plan Sheet 15
1 Temporary Stream Crossing Detail: Sheet I
Stream Bank Stabilization Detail: Sheet G
U
0
0
0
0
Dr
S36 -S37: Perennial Stream P (Sewerline crossing)
S36 - Temporary Impact: 40 if (construction easement)
S37 - Permanent Impact: 10 if
(rip rap stabilization along banks)
Construction Plan Sheet 16
Temporary Stream Crossing Detail: Sheet I
Stream Bank Stabilization Detail: Sheet G
REFERENCE: BACKGROUND AERIAL IMAGERY PROVIDED BY ESRI,
DATED 2017. BACKGROUND GIS LAYER(S) PROVIDED BY MECKLENBURG
COUNTY GIS DEPARTMENT, DATED 2017.
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED
(FLAGGED IN THE FIELD), CLASSIFIED, AND SURVEYED USING A
SUB -FOOT GPS UNIT BY CWS, INC., ON APRIL 17, AND 30, AND MAY 1 2018.
JURISDICTIONAL FEATURES HAVE NOT BEEN VERIFIED BY THE USACE.
Gam.
Ln
Or
Oak Dr
of
W42: Wetland XX (Sewerline crossing)
W42 - Permanent Impact: 0.005 ac.
(clearing of forested wetland)
Construction Plan Sheet 17
W40 -W41: Wetland WW (Sewerline crossing)
W40 - Temporary Impact: 0.024 ac.
(temporary clearing of forested wetland)
W41 - Permanent Impact: 0.011 ac.
(clearing of forested wetland)
Construction Plan Sheet 17
:01
Glen O<
Carden Dr
Glenmont Dr
01
Grosse P
Ojnte
n
S40 -S41: McAlpine Creek (Sewerline crossing)
S40 - Temporary Impact: 30 if (construction easement)
S41 - Permanent Impact: 10 If
(rip rap stabilization along banks)
Construction Plan Sheet 18
Temporary Stream Crossing Detail: Sheet I
Stream Bank Stabilization Detail: Sheet G
W illowlake
S38 -S39: Perennial Stream O(Sewerline crossing)
S38 - Temporary Impact: 261f (construction easement)
S39 - Permanent Impact: 10 if
(rip rap stabilization along banks)
Construction Plan Sheet 18
Temporary Stream Crossing Detail: Sheet I
Stream Bank Stabilization Detail: Sheet G
Bent Cre k Cr
� j
FtolOm
ao
if
61
cl
U
C'
Q
C\F
1
1
Q�
Mossborough Ct
�
Oi0 '
}
m
�ImlreeC n
^� 1
1
1
1
Lea Wood Ln
1
� 1
�
1
1
0
°
1
W39: Wetland SS (Sewerline crossing)
0
W39 - Permanent Impact: 0.017 ac.
Y
1
(clearing of forested wetland) 4
E
1
1
°c
Construction Plan Sheet 15
cn
\
1
�a ,QJ
o
°C
1 J
1
1
1
1
1
1
1 c
1 J
a
�7
dS34 -S35: Perennial Stream O (Sewerline crossing)
S34 - Temporary Impact: 31 If (construction easement)
1= S35 - Permanent Impact: 10 if
1° (rip rap stabilization along banks)
ko
' Construction Plan Sheet 15
1 Temporary Stream Crossing Detail: Sheet I
Stream Bank Stabilization Detail: Sheet G
U
0
0
0
0
Dr
S36 -S37: Perennial Stream P (Sewerline crossing)
S36 - Temporary Impact: 40 if (construction easement)
S37 - Permanent Impact: 10 if
(rip rap stabilization along banks)
Construction Plan Sheet 16
Temporary Stream Crossing Detail: Sheet I
Stream Bank Stabilization Detail: Sheet G
REFERENCE: BACKGROUND AERIAL IMAGERY PROVIDED BY ESRI,
DATED 2017. BACKGROUND GIS LAYER(S) PROVIDED BY MECKLENBURG
COUNTY GIS DEPARTMENT, DATED 2017.
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED
(FLAGGED IN THE FIELD), CLASSIFIED, AND SURVEYED USING A
SUB -FOOT GPS UNIT BY CWS, INC., ON APRIL 17, AND 30, AND MAY 1 2018.
JURISDICTIONAL FEATURES HAVE NOT BEEN VERIFIED BY THE USACE.
Gam.
Ln
Or
Oak Dr
of
W42: Wetland XX (Sewerline crossing)
W42 - Permanent Impact: 0.005 ac.
(clearing of forested wetland)
Construction Plan Sheet 17
W40 -W41: Wetland WW (Sewerline crossing)
W40 - Temporary Impact: 0.024 ac.
(temporary clearing of forested wetland)
W41 - Permanent Impact: 0.011 ac.
(clearing of forested wetland)
Construction Plan Sheet 17
:01
Glen O<
Carden Dr
Glenmont Dr
01
Grosse P
Ojnte
n
S40 -S41: McAlpine Creek (Sewerline crossing)
S40 - Temporary Impact: 30 if (construction easement)
S41 - Permanent Impact: 10 If
(rip rap stabilization along banks)
Construction Plan Sheet 18
Temporary Stream Crossing Detail: Sheet I
Stream Bank Stabilization Detail: Sheet G
W illowlake
S38 -S39: Perennial Stream O(Sewerline crossing)
S38 - Temporary Impact: 261f (construction easement)
S39 - Permanent Impact: 10 if
(rip rap stabilization along banks)
Construction Plan Sheet 18
Temporary Stream Crossing Detail: Sheet I
Stream Bank Stabilization Detail: Sheet G
Bent Cre k Cr
Oc
prr
Na�t�
q
hn 9rborpj
61
r` ers
Legend
= Project Limits (62.4 ac.)
—Stream Impact
Perennial Streams
- - - Intermittent Streams
McAlpine Creek
Permanent Easement
Temporary Easement
Roads
Permanent Wetland Impacts (Forested)
Temporary Wetland Impacts (Forested)
0 Temporary Wetland Impacts (Herbaceous)
�a 0 Wetlands
400 200 0 400 Feet
m
Lo
O p o
O C?
00u
Z O N
0 wm
- o Z
w� a om
J 0
¢ o
� U °U
aUl
LLI
Z 5
Jw
N
❑❑
Etz
a
a�
pp��F
IJ
N
M
>
r y lC
a c o
aI0
M U
y a> s
(n L y
d J3 Z
U ��w
Co a)m°
CL a� t
E Q U
v
O
N
O
CL
O
1_
IL
FIGURE NO.
ao
o
U
C'
Q
00
N00
m
Y
}
m
p
Oc
prr
Na�t�
q
hn 9rborpj
61
r` ers
Legend
= Project Limits (62.4 ac.)
—Stream Impact
Perennial Streams
- - - Intermittent Streams
McAlpine Creek
Permanent Easement
Temporary Easement
Roads
Permanent Wetland Impacts (Forested)
Temporary Wetland Impacts (Forested)
0 Temporary Wetland Impacts (Herbaceous)
�a 0 Wetlands
400 200 0 400 Feet
m
Lo
O p o
O C?
00u
Z O N
0 wm
- o Z
w� a om
J 0
¢ o
� U °U
aUl
LLI
Z 5
Jw
N
❑❑
Etz
a
a�
pp��F
IJ
N
M
>
r y lC
a c o
aI0
M U
y a> s
(n L y
d J3 Z
U ��w
Co a)m°
CL a� t
E Q U
v
O
N
O
CL
O
1_
IL
FIGURE NO.

McAlpine Relief Sewer Phase IV
Attachments
ATTACHMENT B:
Agent Authorization Form
August 21, 2018
CWS Project No. 2018-0054

AGENT CERTIFICATION OF AUTHORIZATION
1, the undersigned, a duly authorized representative for the linear project identified herein, do
authorize representative of the Wilmington District, V.S. Army Corps of Engineers (Corps) to
enter upon the property, easement and/or right -of --way herein described for the purpose of
conducting on-site investigations and issuing a detannin anon associated with Waters of the U.S.
subject to Federal jurisdiction under Stiction 404 of the Clean Water Act and/or Section 1 O of the
Rivers and Harbors Act of 7899.
I, Ms. Amy Vershel, representing Charlotte Water, hereby certify that I have authorized Allisa
Harjuniemi of Carolina Wetland Services, Inc. to act on my behalf and Yaks all actions necessary
to the processing, issuance, and acceptance of this req uast for watlan ds determination /
permitting and any and ali standard and special conditions attached.
Wa hereby certify that the above information submitted in this application is true and accurate to
the best of aur knowledge.
/�!/lYI..L //�
Appl cant' ignatu re
%/7/zQ�g
Data �
�� ���
Agent's signature
7-17-1 B
Completion of [his form will allow the agent to sign
all future application correspondent¢.

McAlpine Relief Sewer Phase IV
Attachments
ATTACHMENT C:
August 21, 2018
CWS Project No. 2018-0054
Photopage (Photographs 1-42)

McDowell Relief Sewer Phase IV
Photopage
August 21, 2018
CWS Project No. 2018-0054
Photograph 1. View of Stream A, facing downstream.
Photograph 2. View of Wetland AA, facing north-northeast.
Photopage 1 of 21

F
a

¢
Vt� I
a' 2
� r3'
`4Ws3�tr•-''.'_ =esu. _
s PI
R "<
L
vs
it ... � � -��

McDowell Relief Sewer Phase IV
Photopage
August 21, 2018
CWS Project No. 2018-0054
Photograph 7. View of Stream D, facing upstream.
Photograph 8. View of Wetland CC, facing west.
Photopage 4 of 21

Fla-
-
1 i. Y

r
y t
rY=

71
Fll��
'f
t .• J
Photograph 14. View of Wetland
Photopage 7 of
GG,
21
facing
northwest.

h y
Sw
nP
5 t
All", Fel
{'tis i"f'+ - •i .•q. __ �'_;' �?��kr�; � I ',L -
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Ak Tom' ! `.�f- 5..,- yn{C''_i* !( •-�'y Y`
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McAlpine Relief Sewer Phase IV
Attachments
ATTACHMENT D:
August 21, 2018
CWS Project No. 2018-0054
NCDEQ Stream Classification Forms (SCP1-SCP17)

NC DWQ Stream Identification Form Version
4.11
Date: 4/17/18
Project/Site: McAlpine Relief Sewer Phase IV
Latitude: 35.160555
Evaluator: AVH/MLS
County: Mecklenburg
Longitude:
-80.735084
Total Points:
Stream is at least intermittent if z 19 or perennial if z 30*
20.75
Stream Determination: Ephemeral Intermittent Perennial
Intermittent
Other
Stream Name:
SCP1/Stream A
A. Geomorphology Subtotal =
5_5
Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank*
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
1 3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No= 0
Yes= 3
"artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
8
12. Presence of Baseflow
0
1
3
13. Iron oxidizing bacteria
0
1
3
14. Leaf litter
1.5
1
0
15. Sediment on plants or debris
0
0.5
L0.5]
1.5
16. Or anic debris lines or iles
0
0.5
1.5
17. Soil -based evidence of high water table?
No= 0
C. Biology Subtotal =
7.25
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
1
1.5
26. Wetland plants in streambed
FACW = 0.75;
OBL = 1.5 Other = 0
0.75
*perennial streams may also be identified using other methods.
Notes:
Sketch:

NC DWQ Stream Identification Form Version
4.11
Date: 4/17/18
Project/Site: McAlpine Relief Sewer Phase IV
Latitude:
35.162453
Evaluator: AVH/MLS
County: Mecklenburg
Longitude:
-80.73159
Total Points:
Stream is at least intermittent if z 19 or perennial if z 30*
22
Stream Determination: Ephemeral Intermittent Perennial
Intermittent
Other
Stream Name:
SCP2/Stream B
A. Geomorphology Subtotal =
9_5
Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank*
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes= 3
"artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
6.5
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
1
1.5
16. Organic debris lines or piles
0
1
1.5
17. Soil -based evidence of high water table?
No = 0
0006�-
C. Biology Subtotal =
6
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5 1
1
1 1.5
25. Algae
0
0.5 1
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods.
Notes:
Sketch:

NC DWQ Stream Identification Form Version
4.11
Date: 4/17/18
Project/Site: McAlpine Relief Sewer Phase IV
Latitude:
35.162546
Evaluator: AVH/MLS
County: Mecklenburg
Longitude:
-80.731521
Total Points:
Stream is at least intermittent if z 19 or perennial if z 30*
30.75
Stream Determination: Ephemeral Intermittent Perennial
Perennial
Other
Stream Name:
SCP3/Stream C
A. Geomorphology Subtotal =
12.5
Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank*
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No= 0
Yes = 3
"artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
10
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1.5
16. Organic debris lines or piles
0
1
1.5
17. Soil -based evidence of high water table?
No = 0
C. Biology Subtotal =
8.25
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
1
0
0.5
1.5
25. Algae
0 MOUMMME9
1
1.5
26. Wetland plants in streambed
FACW = 0.75;
OBL = 1.5 Other = 0
0.75
*perennial streams may also be identified using other methods.
Notes: Multiple frogs.
Sketch:

NC DWQ Stream Identification Form Version
4.11
Date: 4/17/18
Project/Site: McAlpine Relief Sewer Phase IV
Latitude:
35.162731
Evaluator: AVH/MLS
County: Mecklenburg
Longitude:
-80.731347
Total Points:
Stream is at least intermittent if z 19 or perennial if z 30*
34.5
Stream Determination: Ephemeral Intermittent Perennial
Perennial
Other
Stream Name:
SCP4/Stream D
A. Geomorphology Subtotal =
17.5
Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank*
0
1
3
2. Sinuosity of channel along thalweg
0
1
3
3. In-channel structure: ex. riffle-pool, step-pool, ripple-pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No= 0
Yes =
3
"artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
10
12. Presence of Baseflow
0
1
2
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1.5
16. Organic debris lines or piles
0
1
1.5
17. Soil-based evidence of high water table?
No= 0
C. Biology Subtotal =
7
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
1
0
0.5
1.5
25. Algae
1
0 mili
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other - 0
*perennial streams may also be identified using other methods.
Notes: Multiple frogs.
Sketch:

NC DWQ Stream Identification Form Version
4.11
Date: 4/17/18
Project/Site: McAlpine Relief Sewer Phase IV
Latitude:
35.166085
Evaluator: AVH/MLS
County: Mecklenburg
Longitude:
-80.728298
Total Points:
Stream is at least intermittent if z 19 or perennial if z 30*
32.5
Stream Determination: Ephemeral Intermittent Perennial
Perennial
Other
Stream Name:
SCPS/Stream E
A. Geomorphology Subtotal =
14.5
Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank*
0
1
2
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes =
3
"artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
9_5
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No= 0
Yes = 3
C. Biology Subtotal =
8_5
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1.5
25. Algae
0 in
1
1.5
26. Wetland plants in streambed
FACW = 0.75;
OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods.
Notes: Waterstriders, amd multiple tadpoles.
Sketch:

NC DWQ Stream Identification Form Version
4.11
Date: 4/17/18
Project/Site: McAlpine Relief Sewer Phase IV
Latitude:
35.168162
Evaluator: AVH/MLS
County: Mecklenburg
Longitude:
-80.725353
Total Points:
Stream is at least intermittent if z 19 or perennial if z 30*
30
Stream Determination: Ephemeral Intermittent Perennial
Perennial
Other
Stream Name:
SCP6/Stream F
A. Geomorphology Subtotal =
12.5
Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank*
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence
0
1
3
4. Particle size of stream substrate
0
1
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No= 0
Yes= 3
"artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
9
12. Presence of Baseflow
0
1
13. Iron oxidizing bacteria
0
1
3
14. Leaf litter
1.5
1
015.
Sediment on plants or debris
0
0.5
L0.5
1.516.
Or anic debris lines or iles
0
0.5
1.5
17. Soil -based evidence of high water table?
No= 0
C. Biology Subtotal =
8_5
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
1
0
0.5
1.5
25. Algae
0
1
1.5
26. Wetland plants in streambed
FACW = 0.75;
OBL = 1.5 Other= 0
*perennial streams may also be identified using other methods.
Notes: Waterstriders, and multiple tadpoles.
Sketch:

NC DWQ Stream Identification Form Version
4.11
Date: 4/30/18
Project/Site: McAlpine Relief Sewer Phase IV
Latitude:
35.175638
Evaluator: AVH/MLS
County: Mecklenburg
Longitude:
-80.720785
Total Points:
Stream is at least intermittent if z 19 or perennial if z 30*
19.5
Stream Determination: Ephemeral Intermittent Perennial
Intermittent
Other
Stream Name:
SCP7/Stream G
A. Geomorphology Subtotal =
5_5
Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank*
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
1 3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes= 3
"artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
8_5
12. Presence of Baseflow
0
1
3
13. Iron oxidizing bacteria
0
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
1
1.5
16. Organic debris lines or piles
0
1
1.5
17. Soil -based evidence of high water table?
No = 0
C. Biology Subtotal =
5_5
18. Fibrous roots in streambed
3
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods.
Notes:
Sketch:

NC DWQ Stream Identification Form Version
4.11
Date: 4/30/18
Project/Site: McAlpine Relief Sewer Phase IV
Latitude:
35.179007
Evaluator: AVH/MLS
County: Mecklenburg
Longitude:
-80.717305
Total Points:
Stream is at least intermittent if z 19 or perennial if z 30*
22.5
Stream Determination: Ephemeral Intermittent Perennial
Intermittent
Other
Stream Name:
SCP8/Stream H
A. Geomorphology Subtotal =
9
Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank*
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No= 0
Yes = 3
"artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
7_5
12. Presence of Baseflow
0
1
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
C. Biology Subtotal =
6
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods.
Notes:
Sketch:

NC DWQ Stream Identification Form Version
4.11
Date: 4/30/18
Project/Site: McAlpine Relief Sewer Phase IV
Latitude:
35.179168
Evaluator: AVH/MLS
County: Mecklenburg
Longitude:
-80.714464
Total Points:
Stream is at least intermittent if z 19 or perennial if z 30*
19.5
Stream Determination: Ephemeral Intermittent Perennial
Intermittent
Other
Stream Name:
SCP9/Stream I
A. Geomorphology Subtotal =
6_5
Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank*
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No= 0
Yes = 3
"artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
7
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No= 0
C. Biology Subtotal =
6
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0 1
0.5 1
1
1.5
25. Algae
0 A
0.5 1
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods.
Notes:
Sketch:

NC DWQ Stream Identification Form Version
4.11
Date: 5/1/18
Project/Site: McApline Relief Sewer Phase IV
Latitude:
35.18183
Evaluator: DJZ/MLS
County: Mecklenburg
Longitude:
-80.716398
Total Points:
Stream is at least intermittent if z 19 or perennial if z 30*
35.5
Stream Determination: Ephemeral Intermittent Perennial
Perennial
Other
Stream Name:
SCP10/Stream J
A. Geomorphology Subtotal =
16.5
Absent
Weak Moderate Strong
1. Continuity of channel bed and bank*
0
1
2
2. Sinuosity of channel along thalweg
0
1
3
3. In-channel structure: ex. riffle-pool, step-pool, ripple-pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes = 3
"artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
10
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil-based evidence of high water table?
No = 0
Yes = 3
C. Biology Subtotal =
9
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods.
Notes: Waterstrider, few small fish, multiple frogs.
Sketch:

NC DWQ Stream Identification Form Version
4.11
Date: 5/1/18
ProjectiSite: McAlpine Relief Sewer Phase IV
Latitude:
35.183826
Evaluator: DJZ/MLS
County: Mecklenburg
Longitude:
-80.714055
Total Points:
Stream is at least intermittent if z 19 or perennial if z 30*
30.25
Stream Determination: Ephemeral Intermittent Perennial
Perennial
Other
Stream Name:
SCP11/Stream K
A. Geomorphology Subtotal =
13.5
Absent
Weak Moderate Strong
1. Continuity of channel bed and bank*
0
1
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence
0
1
3
4. Particle size of stream substrate
0
1
3
5. Active/relict floodplain
0
1
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No= 0
Yes,- 3
"artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
10
12. Presence of Baseflow
0
1
2
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No= 0
Yes = 3 WNEEF-
C. Biology Subtotal =
6.75
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
0
*perennial streams may also be identified using other methods.
Notes:
Giant cane (Arundinaria gigantea) in stream bed
Sketch:

NC DWQ Stream Identification Form Version
4.11
Date: 5/1/18
Project/Site: McAlpine Relief Sewer Phase IV
Latitude:
35.183557
Evaluator: DJZ/MLS
County: Mecklenburg
Longitude:
-80.714644
Total Points:
Stream is at least intermittent if z 19 or perennial if z 30*
20.5
Stream Determination: Ephemeral Intermittent Perennial
Intermittent
Other
Stream Name:
SCP12/Stream L
A. Geomorphology Subtotal =
5_5
Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank*
0
1
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No= 0
Yes= 3
"artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
10
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No= 0
C. Biology Subtotal =
5
18. Fibrous roots in streambed
3
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0 1
0.5
1
1 1.5
25. Algae
0 A
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods.
Notes:
Sketch:

NC DWQ Stream Identification Form Version
4.11
Date: 5/1/18
Project/Site: McAlpine Relief Sewer Phase IV
Latitude:
35.183295
Evaluator: DJZ/MLS
County: Mecklenburg
Longitude:
-80.714915
Total Points:
Stream is at least intermittent if z 19 or perennial if z 30*
20
Stream Determination: Ephemeral Intermittent Perennial
Intermittent
Other
Stream Name:
SCP13/Stream M
A. Geomorphology Subtotal =
8
Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank*
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
1 3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1.5
10. Natural valley
0 1
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes= 3
"artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
6
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No= 0
C. Biology Subtotal =
6
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0 1
0.5 1
1
1 1.5
25. Algae
0 A
0.5 1
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods.
Notes:
Sketch:

NC DWQ Stream Identification Form Version
4.11
Date: 5/1/18
Project/Site: McAlpine Relief Sewer Phase IV
Latitude:
35.183077
Evaluator: DJZ/MLS
County: Mecklenburg
Longitude:
-80.714337
Total Points:
Stream is at least intermittent if z 19 or perennial if z 30*
22
Stream Determination: Ephemeral Intermittent Perennial
Intermittent
Other
Stream Name:
SCP14/Stream N
A. Geomorphology Subtotal =
10
Absent
Weak Moderate Strong
1. Continuity of channel bed and bank*
0
1
2
2. Sinuosity of channel along thalweg
0
1
2
3
3. In-channel structure: ex. riffle-pool, step-pool, ripple-pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
MEMENE-
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2---T
3
9. Grade control
0
0.5
1
0
1.5
10. Natural valley
0
0.5
1
in
1.5
11. Second or greater order channel
No= 0
Yes= 3
"artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
6
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil-based evidence of high water table?
No= 0
Yes = 3
C. Biology Subtotal =
6
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0 1
0.5 1
1
1.5
25. Algae
0 A
0.5 1
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods.
Notes:
Sketch:

NC DWQ Stream Identification Form Version
4.11
Date: 5/1/18
Project/Site: McAlpine Relief Sewer Phase IV
Latitude:
35.185584
Evaluator: DJZ/MLS
County: Mecklenburg
Longitude:
-80.711313
Total Points:
Stream is at least intermittent if z 19 or perennial if z 30*
35.5
Stream Determination: Ephemeral Intermittent Perennial
Perennial
Other
Stream Name:
SCP15/Stream O
A. Geomorphology Subtotal =
20.5
Absent
Weak Moderate Strong
1. Continuity of channel bed and bank*
0
1
2
2. Sinuosity of channel along thalweg
0
1
3
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
3
8. Headcuts
0
1
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1.5
11. Second or greater order channel
No= 0
Yes,- 3
"artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
9
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No= 0
Yes = 3 WNEEF-
C. Biology Subtotal =
6
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods.
Notes:
Sketch:

NC DWQ Stream Identification Form Version
4.11
Date: 5/1/18
Project/Site: McAlpine Relief Sewer Phase IV
Latitude:
35.187284
Evaluator: DJZ/MLS
County: Mecklenburg
Longitude:
-80.709229
Total Points:
Stream is at least intermittent if z 19 or perennial if z 30*
31.5
Stream Determination: Ephemeral Intermittent Perennial
Perennial
Other
Stream Name:
SCP16/Stream P
A. Geomorphology Subtotal =
16.5
Absent
Weak Moderate Strong
1. Continuity of channel bed and bank*
0
1
2
2. Sinuosity of channel along thalweg
0
1
3
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence
0
1
3
4. Particle size of stream substrate
0
1
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1.5
11. Second or greater order channel
No= 0
Yes= 3
"artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
9
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No= 0
Yes = 3
C. Biology Subtotal =
6
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods.
Notes:
Sketch:

NC DWQ Stream Identification Form Version
4.11
Date: 5/1/18
Project/Site: McAlpine Relief Sewer Phase IV
Latitude:
35.19337
Evaluator: DJZ/MLS
County: Mecklenburg
Longitude:
-80.704674
Total Points:
Stream is at least intermittent if z 19 or perennial if z 30*
38
Stream Determination: Ephemeral Intermittent Perennial
Perennial
Other
Stream Name:
SCP17/Stream P
A. Geomorphology Subtotal =
21
Absent
Weak Moderate Strong
1. Continuity of channel bed and bank*
0
1
2
2. Sinuosity of channel along thalweg
0
1
2
3
3. In-channel structure: ex. riffle-pool, step-pool, ripple-pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No= 0
Yes = 3
"artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal =
9
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0 OF-0-5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil-based evidence of high water table?
No= 0
Yes = 3
C. Biology Subtotal =
8
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5 1
1
1.5
25. Algae
0
0.5 1
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods.
Notes:
Water strider
Sketch:

McAlpine Relief Sewer Phase IV
Attachments
ATTACHMENT E:
August 21, 2018
CWS Project No. 2018-0054
USACE Wetland Determination Data Forms (DP1-DP9)

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: McAlpine Relief Sewer Phase IV City/County: Mecklenburg County Sampling Date: 4-17-18
Applicant/Owner: McKim & Creed State: NC Sampling Point: DP1
Investigator(s): AVH/MLS Section, Township, Range: N/A
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): None Slope (%): 0
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.163735 Long: -80.730396 Datum: NAD 83
Soil Map Unit Name: Monocan loam, 0 to 2 percent slopes, frequently flooded (MO) NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
Data point is representative of Non -Jurisdictional upland areas
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
—Surface Soil Cracks (66)
—Surface Water (Al) —True
Aquatic Plants (1314)
—Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2) —Hydrogen
Sulfide Odor (C1)
—Drainage Patterns (1310)
_Saturation (A3) _Oxidized
Rhizospheres on Living Roots (C3)
_Moss Trim Lines (1316)
—Water Marks (61) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_Drift Deposits (B3) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
—Shallow Aquitard (D3)
—Water -Stained Leaves (139)
—Microtopographic Relief (D4)
Aquatic Fauna (B13)
FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of wetland hydrology are not present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Tree Stratum (Plot size: 30 )
1. Liquidambar styraciflua
2. Acer negundo
3. Ulmus rubra
4. Fraxinus pennsylvanica
5.
6.
7.
50% of total cover: 50
Sapling/Shrub Stratum (Plot size: 15 )
1. Elaeagnus umbellata
2. Lindera benzoin
3.
4.
5.
6.
7.
8.
9.
50% of total cover: 25
Herb Stratum (Plot size: 5 )
1. Lonicera japonica
2. Galium aparine
3. Allium vineale
4. Stellaria media
5. Actaea racemosa
6.
7.
8.
9.
10.
11.
50% of total cover: 50
Woody Vine Stratum (Plot size: 30 )
1. Lonicera japonica
2. Vitis rotundifolia
3. Toxicodendron radicans
4.
5.
Sampling Point: DP1
Absolute
Dominant
Indicator
% Cover
Species?
Status
Dominance Test worksheet:
30
Yes
FAC
Number of Dominant Species
40
Yes
FAC
That Are OBL, FACW, or FAC: 6 (A)
10
No
FAC
Total Number of Dominant
20
Yes
FACW
Species Across All Strata: 10 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 60.0% (A/B)
Prevalence Index worksheet:
100
=Total Cover
Total % Cover of: Multiply by:
_ 20% of total cover:
20
OBL species x 1 =
FACW species x 2 =
20
Yes
UPL
FAC species x 3 =
30
Yes
FAC
FACU species x 4 =
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
3 - Prevalence Index is 53.0'
50
=Total Cover
_
4 - Morphological Adaptations' (Provide supporting
20% of total cover:
10
data in Remarks or on a separate sheet)
_
_ Problematic Hydrophytic Vegetation' (Explain)
50
Yes
FACU
Indicators of hydric soil and wetland hydrology must be
20
Yes
FACU
present, unless disturbed or problematic.
10
No
FACU
Definitions of Four Vegetation Strata:
10
No
UPL
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
10
No
UPL
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub -Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft
(1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
100
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
20% of total cover:
20
height.
10 Yes FAC
15 Yes FAC
35 =Total Cover
50% of total cover: 18 20% of total cover: 7
Remarks: (Include photo numbers here or on a separate sheet.)
60% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers
Hydrophytic
Vegetation
Present? Yes X No
Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: DP1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks
0-9 10YR 4/4 100 Loamy/Clayey
9-20 7.5YR 4/4 100 Loamy/Clayey
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains
Hydric Soil Indicators:
_ Histosol (Al)
_ Histic Epipedon (A2)
—Black Histic (A3)
_ Hydrogen Sulfide (A4)
—Stratified Layers (A5)
_ 2 cm Muck (A10) (LRR N)
_ Depleted Below Dark Surface (A11)
_Thick Dark Surface (Al2)
_Sandy Mucky Mineral (S1)
—Sandy Gleyed Matrix (S4)
—Sandy Redox (S5)
—Stripped Matrix (S6)
Dark Surface (S7)
Restrictive Layer (if observed):
Type:
Depth (inches):
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_Thin Dark Surface (S9) (MLRA 147, 148)
—Loamy Mucky Mineral (F1) (MLRA 136)
_ Loamy Gleyed Matrix (F2)
_ Depleted Matrix (F3)
_ Redox Dark Surface (F6)
_ Depleted Dark Surface (F7)
_ Redox Depressions (F8)
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 122, 136)
—Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147, 148)
2Location: PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric Soils3:
2 cm Muck (A10) (MLRA 147)
—Coast Prairie Redox (A16)
(MLRA 147, 148)
—Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
—Red Parent Material (F21)
(outside MLRA 127, 147, 148)
—Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No X
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
Indicators of hydric soil are not present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: McAlpine Relief Sewer Phase IV City/County: Mecklenburg County Sampling Date: 4-17-18
Applicant/Owner: McKim & Creed State: NC Sampling Point: DP2
Investigator(s): AVH/MLS Section, Township, Range: N/A
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): Concave Slope (%): 0-2
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.165264 Long: -80.729508 Datum: NAD 83
Soil Map Unit Name: Monocan loam, 0 to 2 percent slopes, frequently flooded (MO) NWI classification: PF01A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Data point is representative of Jurisdictional Wetlands BB, EE -GG, KK, NN, and PP
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
—Surface Soil Cracks (66)
X Surface Water (Al) _True
Aquatic Plants (1314)
_ Sparsely Vegetated Concave Surface (138)
X High Water Table (A2) —Hydrogen
Sulfide Odor (Cl)
X Drainage Patterns (1310)
X Saturation (A3) _Oxidized
Rhizospheres on Living Roots (C3)
_Moss Trim Lines (1316)
—Water Marks (61) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
—Sediment Deposits (132) —Recent
Iron Reduction in Tilled Soils (C6)
X Crayfish Burrows (C8)
_Drift Deposits (B3) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4) _Other
(Explain in Remarks)
X Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
X Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
—Shallow Aquitard (D3)
X Water -Stained Leaves (139)
—Microtopographic Relief (D4)
Aquatic Fauna (B13)
FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes X No
Depth (inches): 2
Water Table Present? Yes X No
Depth (inches): 1
Saturation Present? Yes X No
Depth (inches): 0
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of wetland hydrology are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP2
Remarks: (Include photo numbers here or on a separate sheet.)
72.7% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0
Absolute
Dominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover
Species?
Status
Dominance Test worksheet:
1.
Liquidambar styraciflua
30
Yes
FAC
Number of Dominant Species
2.
Acer negundo
25
Yes
FAC
That Are OBL, FACW, or FAC: 8 (A)
3.
Acer rubrum
30
Yes
FAC
Total Number of Dominant
4.
Species Across All Strata: 11 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 72.7% (A/B)
7.
Prevalence Index worksheet:
85
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
43
20% of total cover:
17
OBL species x 1 =
Sapling/Shrub Stratum (Plot size: 15
)
FACW species x 2 =
1.
Elaeagnus umbellata
15
Yes
UPL
FAC species x 3 =
2.
Lindera benzoin
20
Yes
FAC
FACU species x 4 =
3.
Ligustrum sinense
10
No
FACU
UPL species x 5 =
4.
Acer rubrum
10
No
FAC
Column Totals: (A) (B)
5.
Aescu/us sylvatica
20
Yes
FAC
Prevalence Index = B/A =
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
X 2 - Dominance Test is >50%
9.
3 - Prevalence Index is 53.0'
75
=Total Cover
_
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
38
20% of total cover:
15
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
_ Problematic Hydrophytic Vegetation' (Explain)
1.
Lonicera japonica
10
Yes
FACU
Indicators of hydric soil and wetland hydrology must be
2.
Galium aparine
2
No
FACU
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3. Lindera benzoin 5 Yes FAC
4.
Toxicodendron radicans
5
Yes
FAC
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6
height.
7.
Sapling/Shrub -Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11
of size, and woody plants less than 3.28 ft tall.
22
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
11
20% of total cover:
5
height.
Woody Vine Stratum (Plot size: 30 )
1.
Lonicera japonica
5
Yes
FACU
2.
Toxicodendron radicans
5
Yes
FAC
3.
4.
5.
Hydrophytic
10
=Total Cover
Vegetation
50% of total cover:
5
20% of total cover:
2
Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
72.7% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: DP2
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
Indicators for Problematic Hydric Soils3:
(inches)
Color (moist) %
Color (moist) % Types Loc2
Texture Remarks
0-6
7.5YR 4/1 70
7.5YR 4/3 30 C M
Loamy/Clayey Distinct redox concentrations
6-20
7.5YR 4/1 70
7.5YR 5/1 30 C M
Loamy/Clayey Faint redox concentrations
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ 2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2)
_Thin Dark Surface (S9) (MLRA 147, 148)
_Coast Prairie Redox (A16)
—Black Histic (A3)
—Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
—Piedmont Floodplain Soils (F19)
—Stratified Layers (A5)
X Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
—Red Parent Material (F21)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
(outside MLRA 127, 147, 148)
_Thick Dark Surface (Al2)
_ Redox Depressions (F8)
—Very Shallow Dark Surface (F22)
—Sandy Mucky Mineral (S1)
_ Iron -Manganese Masses (F12) (LRR N,
—Other (Explain in Remarks)
_Sandy Gleyed Matrix (S4)
MLRA 136)
—Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136)
3Indicators of hydrophytic vegetation and
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
Indicators of hydric soil are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: McAlpine Relief Sewer Phase IV City/County: Mecklenburg County Sampling Date: 4-17-18
Applicant/Owner: McKim & Creed State: NC Sampling Point: DP3
Investigator(s): AVH/MLS Section, Township, Range: N/A
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): Concave Slope (%): 0-2
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.170535 Long: -80.72377 Datum: NAD 83
Soil Map Unit Name: Monocan loam, 0 to 2 percent slopes, frequently flooded (MO) NWI classification: PF01A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Data point is representative of Jurisdictional Wetlands DD, HH -JJ, LL -MM, and 00
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
—Surface Soil Cracks (66)
—Surface Water (Al) —True
Aquatic Plants (1314)
_ Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2) —Hydrogen
Sulfide Odor (C1)
X Drainage Patterns (1310)
_Saturation (A3) _Oxidized
Rhizospheres on Living Roots (C3)
_Moss Trim Lines (1316)
—Water Marks (61) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
—Sediment Deposits (132) —Recent
Iron Reduction in Tilled Soils (C6)
X Crayfish Burrows (C8)
_Drift Deposits (B3) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4) _Other
(Explain in Remarks)
X Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
X Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
—Shallow Aquitard (D3)
X Water -Stained Leaves (139)
—Microtopographic Relief (D4)
Aquatic Fauna (B13)
FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of wetland hydrology are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP3
Remarks: (Include photo numbers here or on a separate sheet.)
72.7% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0
Absolute
Dominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover
Species?
Status
Dominance Test worksheet:
1.
Liquidambar styraciflua
30
Yes
FAC
Number of Dominant Species
2.
Acer negundo
25
Yes
FAC
That Are OBL, FACW, or FAC: 8 (A)
3.
Acer rubrum
30
Yes
FAC
Total Number of Dominant
4.
Species Across All Strata: 11 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 72.7% (A/B)
7.
Prevalence Index worksheet:
85
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
43
20% of total cover:
17
OBL species x 1 =
Sapling/Shrub Stratum (Plot size: 15
)
FACW species x 2 =
1.
Elaeagnus umbellata
15
Yes
UPL
FAC species x 3 =
2.
Lindera benzoin
20
Yes
FAC
FACU species x 4 =
3.
Ligustrum sinense
10
No
FACU
UPL species x 5 =
4.
Acer rubrum
10
No
FAC
Column Totals: (A) (B)
5.
Aescu/us sylvatica
20
Yes
FAC
Prevalence Index = B/A =
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
X 2 - Dominance Test is >50%
9.
3 - Prevalence Index is 53.0'
75
=Total Cover
_
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
38
20% of total cover:
15
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
_ Problematic Hydrophytic Vegetation' (Explain)
1.
Lonicera japonica
10
Yes
FACU
Indicators of hydric soil and wetland hydrology must be
2.
Galium aparine
2
No
FACU
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3. Lindera benzoin 5 Yes FAC
4.
Toxicodendron radicans
5
Yes
FAC
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6
height.
7.
Sapling/Shrub -Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11
of size, and woody plants less than 3.28 ft tall.
22
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
11
20% of total cover:
5
height.
Woody Vine Stratum (Plot size: 30 )
1.
Lonicera japonica
5
Yes
FACU
2.
Toxicodendron radicans
5
Yes
FAC
3.
4.
5.
Hydrophytic
10
=Total Cover
Vegetation
50% of total cover:
5
20% of total cover:
2
Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
72.7% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: DP3
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
Indicators for Problematic Hydric Soils3:
(inches)
Color (moist) %
Color (moist) % Types Loc2
Texture Remarks
0-6
7.5YR 4/1 70
7.5YR 4/3 30 C M
Loamy/Clayey Distinct redox concentrations
6-20
7.5YR 4/1 70
7.5YR 5/1 30 C M
Loamy/Clayey Faint redox concentrations
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ 2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2)
_Thin Dark Surface (S9) (MLRA 147, 148)
_Coast Prairie Redox (A16)
—Black Histic (A3)
—Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
—Piedmont Floodplain Soils (F19)
—Stratified Layers (A5)
X Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
—Red Parent Material (F21)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
(outside MLRA 127, 147, 148)
_Thick Dark Surface (Al2)
_ Redox Depressions (F8)
—Very Shallow Dark Surface (F22)
—Sandy Mucky Mineral (S1)
_ Iron -Manganese Masses (F12) (LRR N,
—Other (Explain in Remarks)
_Sandy Gleyed Matrix (S4)
MLRA 136)
—Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136)
3Indicators of hydrophytic vegetation and
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
Indicators of hydric soil are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: McAlpine Relief Sewer Phase IV City/County: Mecklenburg County Sampling Date: 4-17-18
Applicant/Owner: McKim & Creed State: NC Sampling Point: DP4
Investigator(s): AVH/MLS Section, Township, Range: N/A
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): Concave Slope (%): 0-2
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.162669 Long: -80.731798 Datum: NAD 83
Soil Map Unit Name: Monocan loam, 0 to 2 percent slopes, frequently flooded (MO) NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Data point is representative of Jurisdictional Wetland CC
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
—Surface Soil Cracks (66)
—Surface Water (Al) —True
Aquatic Plants (1314)
_ Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2) —Hydrogen
Sulfide Odor (C1)
X Drainage Patterns (1310)
_Saturation (A3) _Oxidized
Rhizospheres on Living Roots (C3)
_Moss Trim Lines (1316)
—Water Marks (61) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
—Sediment Deposits (132) —Recent
Iron Reduction in Tilled Soils (C6)
X Crayfish Burrows (C8)
_Drift Deposits (B3) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
X Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
—Shallow Aquitard (D3)
—Water -Stained Leaves (139)
—Microtopographic Relief (D4)
Aquatic Fauna (B13)
X FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of wetland hydrology are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP4
Remarks: (Include photo numbers here or on a separate sheet.)
100% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0
Absolute Dominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover Species?
Status
Dominance Test worksheet:
1
Number of Dominant Species
2.
That Are OBL, FACW, or FAC: 3 (A)
3.
Total Number of Dominant
4.
Species Across All Strata: 3 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 100.0% (A/B)
7.
Prevalence Index worksheet:
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
20% of total cover:
OBL species x 1 =
Sapling/Shrub Stratum (Plot size: 15
)
FACW species x 2 =
1.
FAC species x 3 =
2.
FACU species x 4 =
3.
UPL species x 5 =
4.
Column Totals: (A) (B)
5.
Prevalence Index = B/A =
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
X 2 - Dominance Test is >50%
9.
3 - Prevalence Index is 53.0'
=Total Cover
_
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
20% of total cover:
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
_ Problematic Hydrophytic Vegetation' (Explain)
1.
Lonicera japonica
5 No
FACU
Indicators of hydric soil and wetland hydrology must be
2.
Galium aparine
2 No
FACU
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3. Carex lurida 20 Yes OBL
4.
Toxicodendron radicans
20 Yes
FAC
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
Persicaria pensylvanica
20 Yes
FACW
more in diameter at breast height (DBH), regardless of
6.
Ranunculus abortivus
10 No
FACW
height.
7.
Juncus roemerianus
5 No
OBL
Sapling/Shrub -Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11
of size, and woody plants less than 3.28 ft tall.
82 =Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
41 20% of total cover:
17
height.
Woody Vine Stratum (Plot size: 30 )
1.
2.
3.
4.
5.
Hydrophytic
=Total Cover
Vegetation
50% of total cover:
20% of total cover:
Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
100% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: DP4
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
Indicators for Problematic Hydric Soils3:
(inches)
Color (moist) %
Color (moist) % Types Loc2
Texture Remarks
0-10
10YR 5/1 70
10YR 6/4 30 C M
Loamy/Clayey Distinct redox concentrations
10-20
10YR 4/1 70
7.5YR 6/4 30 C M
Loamy/Clayey Prominent redox concentrations
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ 2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2)
_Thin Dark Surface (S9) (MLRA 147, 148)
_Coast Prairie Redox (A16)
—Black Histic (A3)
—Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
—Piedmont Floodplain Soils (F19)
—Stratified Layers (A5)
X Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
—Red Parent Material (F21)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
(outside MLRA 127, 147, 148)
_Thick Dark Surface (Al2)
_ Redox Depressions (F8)
—Very Shallow Dark Surface (F22)
—Sandy Mucky Mineral (S1)
_ Iron -Manganese Masses (F12) (LRR N,
—Other (Explain in Remarks)
_Sandy Gleyed Matrix (S4)
MLRA 136)
—Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136)
3Indicators of hydrophytic vegetation and
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
Indicators of hydric soil are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: McAlpine Relief Sewer Phase IV City/County: Mecklenburg County Sampling Date: 4-17-18
Applicant/Owner: McKim & Creed State: NC Sampling Point: DP5
Investigator(s): AVH/MLS Section, Township, Range: N/A
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): Concave Slope (%): 0-2
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.160701 Long: -80.734832 Datum: NAD 83
Soil Map Unit Name: Monocan loam, 0 to 2 percent slopes, frequently flooded (MO) NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Data point is representative of Jurisdictional Wetland AA
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
—Surface Soil Cracks (66)
—Surface Water (Al) —True
Aquatic Plants (1314)
_ Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2) —Hydrogen
Sulfide Odor (Cl)
X Drainage Patterns (1310)
_Saturation (A3) _Oxidized
Rhizospheres on Living Roots (C3)
_Moss Trim Lines (1316)
—Water Marks (61) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
—Sediment Deposits (132) —Recent
Iron Reduction in Tilled Soils (C6)
X Crayfish Burrows (C8)
_Drift Deposits (B3) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
X Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
—Shallow Aquitard (D3)
—Water -Stained Leaves (139)
—Microtopographic Relief (D4)
Aquatic Fauna (B13)
X FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of wetland hydrology are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP5
Remarks: (Include photo numbers here or on a separate sheet.)
88.9% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0
Absolute
Dominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover
Species?
Status
Dominance Test worksheet:
1.
Acer rubrum
20
Yes
FAC
Number of Dominant Species
2.
Acer negundo
25
Yes
FAC
That Are OBL, FACW, or FAC: 8 (A)
3.
Liquidambar styraciflua
30
Yes
FAC
Total Number of Dominant
4.
Species Across All Strata: 9 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 88.9% (A/B)
7.
Prevalence Index worksheet:
75
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
38 20% of total cover:
15
OBL species x 1 =
Sapling/Shrub Stratum (Plot size: 15
)
FACW species x 2 =
1.
Lindera benzoin
20
Yes
FAC
FAC species x 3 =
2.
Elaeagnus umbellata
15
Yes
UPL
FACU species x 4 =
3.
Aescu/us sylvatica
20
Yes
FAC
UPL species x 5 =
4.
Ligustrum sinense
10
No
FACU
Column Totals: (A) (B)
5.
Acer rubrum
10
No
FAC
Prevalence Index = B/A =
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
X 2 - Dominance Test is >50%
9.
3 - Prevalence Index is 53.0'
75
=Total Cover
_
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
38 20% of total cover:
15
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
_ Problematic Hydrophytic Vegetation' (Explain)
1.
Lonicera japonica
5
No
FACU
Indicators of hydric soil and wetland hydrology must be
2.
Galium aparine
2
No
FACU
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3. Carex lurida 20 Yes OBL
4.
Toxicodendron radicans
20
Yes
FAC
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
Persicaria pensylvanica
20
Yes
FACW
more in diameter at breast height (DBH), regardless of
6.
Ranunculus abortivus
10
No
FACW
height.
7.
Juncus roemerianus
5
No
OBL
Sapling/Shrub -Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11
of size, and woody plants less than 3.28 ft tall.
82
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
41 20% of total cover:
17
height.
Woody Vine Stratum (Plot size: 30 )
1.
2.
3.
4.
5.
Hydrophytic
=Total Cover
Vegetation
50% of total cover:
20% of total cover:
Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
88.9% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: DP5
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
Indicators for Problematic Hydric Soils3:
(inches)
Color (moist) %
Color (moist) % Types Loc2
Texture Remarks
0-10
10YR 5/1 70
10YR 6/4 30 C M
Loamy/Clayey Distinct redox concentrations
10-20
10YR 4/1 70
7.5YR 6/4 30 C M
Loamy/Clayey Prominent redox concentrations
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ 2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2)
_Thin Dark Surface (S9) (MLRA 147, 148)
_Coast Prairie Redox (A16)
—Black Histic (A3)
—Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
—Piedmont Floodplain Soils (F19)
—Stratified Layers (A5)
X Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
—Red Parent Material (F21)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
(outside MLRA 127, 147, 148)
_Thick Dark Surface (Al2)
_ Redox Depressions (F8)
—Very Shallow Dark Surface (F22)
—Sandy Mucky Mineral (S1)
_ Iron -Manganese Masses (F12) (LRR N,
—Other (Explain in Remarks)
_Sandy Gleyed Matrix (S4)
MLRA 136)
—Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136)
3Indicators of hydrophytic vegetation and
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
Indicators of hydric soil are present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: McAlpine Relief Sewer Phase IV City/County: Mecklenburg Sampling Date: 5-1-18
Applicant/Owner: McKim and Creed State: NC Sampling Point: DP6
Investigator(s): DJZ/MLS Section, Township, Range: N/A
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): Concave Slope (%): 0-5
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.182733 Long: -80.715962 Datum: NAD 83
Soil Map Unit Name: Monacan loam, 0 to 2 percent slopes, frequently flooded (MO) NWI classification: PF01A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Data point is representative of Wetlands QQ, VV, and XX
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
—Surface Soil Cracks (66)
—Surface Water (Al) —True
Aquatic Plants (1314)
_ Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2) —Hydrogen
Sulfide Odor (Cl)
X Drainage Patterns (1310)
X Saturation (A3) _Oxidized
Rhizospheres on Living Roots (C3)
_Moss Trim Lines (1316)
—Water Marks (61) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
—Sediment Deposits (132) —Recent
Iron Reduction in Tilled Soils (C6)
X Crayfish Burrows (C8)
_Drift Deposits (B3) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
X Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
—Shallow Aquitard (D3)
—Water -Stained Leaves (139)
—Microtopographic Relief (D4)
Aquatic Fauna (B13)
X FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes X No
Depth (inches): 15
Saturation Present? Yes X No
Depth (inches): 0
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of wetland hydrology present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Tree Stratum (Plot size: 30 )
1. Acer rubrum
2. Fraxinus pennsylvanica
3. Acer negundo
4.
5.
6.
7.
50% of total cover: 23
Sapling/Shrub Stratum (Plot size: 15 )
1. Lindera benzoin
2. Ligustrum sinense
3. Acer negundo
4. Acer rubrum
5.
6.
7.
8.
9.
50% of total cover: 40
Herb Stratum (Plot size: 5 )
1. Leersia virginica
2. Carex typhina
3. Galium aparine
4. Impatiens capensis
5. Microstegium vimineum
6.
7.
8.
9.
10.
11.
50% of total cover: 55
Woody Vine Stratum (Plot size: 30 )
1. Toxicodendron radicans
2. Parthenocissus quinquefolia
3. Vitis rotundifolia
4.
5.
Sampling Point: DP6
Absolute
Dominant
Indicator
% Cover
Species?
Status
Dominance Test worksheet:
20
Yes
FAC
Number of Dominant Species
15
Yes
FACW
That Are OBL, FACW, or FAC: 7 (A)
10
Yes
FAC
Total Number of Dominant
Species Across All Strata: 8 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 87.5% (A/B)
Prevalence Index worksheet:
45
=Total Cover
Total % Cover of: Multiply by:
_ 20% of total cover:
9
OBL species x 1 =
FACW species x 2 =
40
Yes
FAC
FAC species x 3 =
20
Yes
FACU
FACU species x 4 =
10
No
FAC
UPL species x 5 =
10
No
FAC
Column Totals: (A) (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
3 - Prevalence Index is 53.0'
80
=Total Cover
_
4 - Morphological Adaptations' (Provide supporting
20% of total cover:
16
data in Remarks or on a separate sheet)
_
_ Problematic Hydrophytic Vegetation' (Explain)
30
Yes
FACW
Indicators of hydric soil and wetland hydrology must be
30
Yes
FACW
present, unless disturbed or problematic.
20
No
FACU
Definitions of Four Vegetation Strata:
20
No
FACW
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
10
No
FAC
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub -Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft
(1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
110
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
20% of total cover:
22
height.
5 No FACU
5 No FAC
30 =Total Cover
50% of total cover: 15 20% of total cover: 6
Remarks: (Include photo numbers here or on a separate sheet.)
87.5% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers
Hydrophytic
Vegetation
Present? Yes X No
Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: DP6
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
Indicators for Problematic Hydric Soils3:
(inches)
Color (moist) %
Color (moist) % Types Loc2
Texture Remarks
0-14
10YR 5/1 70
7.5YR 4/4 30 C M
Loamy/Clayey Prominent redox concentrations
14-18
10YR 6/2 75
7.5YR 4/6 25 C M
Loamy/Clayey Prominent redox concentrations
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ 2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2)
_Thin Dark Surface (S9) (MLRA 147, 148)
_Coast Prairie Redox (A16)
—Black Histic (A3)
—Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
—Piedmont Floodplain Soils (F19)
—Stratified Layers (A5)
X Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
—Red Parent Material (F21)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
(outside MLRA 127, 147, 148)
_Thick Dark Surface (Al2)
X Redox Depressions (F8)
_Very Shallow Dark Surface (F22)
—Sandy Mucky Mineral (S1)
_ Iron -Manganese Masses (F12) (LRR N,
—Other (Explain in Remarks)
_Sandy Gleyed Matrix (S4)
MLRA 136)
—Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136)
3Indicators of hydrophytic vegetation and
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes X No
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
Indicators of hydric soils present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: McAlpine Relief Sewer Phase IV City/County: Mecklenburg Sampling Date: 5-1-18
Applicant/Owner: McKim and Creed State: NC Sampling Point: DP7
Investigator(s): DJZ/MLS Section, Township, Range: N/A
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): Concave Slope (%): 0-5
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.183600 Long: -80.714133 Datum: NAD 83
Soil Map Unit Name: Monacan loam, 0 to 2 percent slopes, frequently flooded (MO) NWI classification: PF01A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Data point is representative of Wetlands RR, TT, and UU
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
—Surface Soil Cracks (136)
X Surface Water (Al) _True
Aquatic Plants (1314)
X Sparsely Vegetated Concave Surface (138)
X High Water Table (A2) —Hydrogen
Sulfide Odor (Cl)
—Drainage Patterns (1310)
X Saturation (A3) _Oxidized
Rhizospheres on Living Roots (C3)
_Moss Trim Lines (1316)
—Water Marks (61) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_Drift Deposits (B3) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
X Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
—Shallow Aquitard (D3)
—Water -Stained Leaves (139)
—Microtopographic Relief (D4)
Aquatic Fauna (B13)
X FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes X No
Depth (inches): 3
Water Table Present? Yes X No
Depth (inches): 1
Saturation Present? Yes X No
Depth (inches): 0
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of wetland hydrology present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP7
Remarks: (Include photo numbers here or on a separate sheet.)
87.5% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0
Absolute Dominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover Species?
Status
Dominance Test worksheet:
1. Acer rubrum
20 Yes
FAC
Number of Dominant Species
2. Fraxinus pennsylvanica
15 Yes
FACW
That Are OBL, FACW, or FAC: 6 (A)
3.
Total Number of Dominant
4.
Species Across All Strata: 6 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 100.0% (A/B)
7.
Prevalence Index worksheet:
35 =Total Cover
Total % Cover of: Multiply by:
50% of total cover:
18 20% of total cover:
7
OBL species x 1 =
Sapling/Shrub Stratum (Plot size: 15
)
FACW species x 2 =
1.
FAC species x 3 =
2.
FACU species x 4 =
3. Fraxinus pennsylvanica
10 Yes
FACW
UPL species x 5 =
4. Acer rubrum
10 Yes
FAC
Column Totals: (A) (B)
5.
Prevalence Index = B/A =
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
X 2 - Dominance Test is >50%
9.
3 - Prevalence Index is 53.01
20 =Total Cover
_
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
10 20% of total cover:
4
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
_ Problematic Hydrophytic Vegetation' (Explain)
1
' Indicators of hydric soil and wetland hydrology must be
2. Carex typhina
30 Yes
FACW
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3.
4. Impatiens capensis
20 Yes
FACW
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6
height.
7.
Sapling/Shrub -Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11
of size, and woody plants less than 3.28 ft tall.
50 =Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
25 20% of total cover:
10
height.
Woody Vine Stratum (Plot size: 30 )
1.
2.
3.
4.
5.
Hydrophytic
=Total Cover
Vegetation
50% of total cover:
20% of total cover:
Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
87.5% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: DP7
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
Indicators for Problematic Hydric Soils3:
(inches)
Color (moist) %
Color (moist) % Types Loc2
Texture Remarks
0-14
10YR 5/1 70
7.5YR 4/4 30 C M
Loamy/Clayey Prominent redox concentrations
14-18
10YR 6/2 75
7.5YR 4/6 25 C M
Loamy/Clayey Prominent redox concentrations
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ 2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2)
_Thin Dark Surface (S9) (MLRA 147, 148)
_Coast Prairie Redox (A16)
—Black Histic (A3)
—Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
—Piedmont Floodplain Soils (F19)
—Stratified Layers (A5)
X Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
—Red Parent Material (F21)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
(outside MLRA 127, 147, 148)
_Thick Dark Surface (Al2)
X Redox Depressions (F8)
_Very Shallow Dark Surface (F22)
—Sandy Mucky Mineral (S1)
_ Iron -Manganese Masses (F12) (LRR N,
—Other (Explain in Remarks)
_Sandy Gleyed Matrix (S4)
MLRA 136)
—Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136)
3Indicators of hydrophytic vegetation and
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes X No
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
Indicators of hydric soils present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: McAlpine Relief Sewer Phase IV City/County: Mecklenburg Sampling Date: 5-1-18
Applicant/Owner: McKim and Creed State: NC Sampling Point: DP8
Investigator(s): DJZ/MLS Section, Township, Range: N/A
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): Concave Slope (%): 0-5
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.185985 Long: -80.710979 Datum: NAD 83
Soil Map Unit Name: Monacan loam, 0 to 2 percent slopes, frequently flooded (MO) NWI classification: PF01A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Data point is representative of Wetland SS.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
—Surface Soil Cracks (66)
—Surface Water (Al) —True
Aquatic Plants (1314)
—Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2) —Hydrogen
Sulfide Odor (Cl)
—Drainage Patterns (1310)
_Saturation (A3) _Oxidized
Rhizospheres on Living Roots (C3)
_Moss Trim Lines (1316)
—Water Marks (61) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_Drift Deposits (B3) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
X Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
—Shallow Aquitard (D3)
X Water -Stained Leaves (139)
—Microtopographic Relief (D4)
Aquatic Fauna (B13)
X FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of wetland hydrology present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Tree Stratum (Plot size: 30 )
1. Populus deltoides
2. Fraxinus pennsylvanica
3. Betula nigra
4. Acer rubrum
5.
6.
7.
50% of total cover: 20
Sapling/Shrub Stratum (Plot size: 15 )
1. Ligustrum sinense
2. Lindera benzoin
3.
4. Acernegundo
5.
6.
7.
8.
9.
50% of total cover: 15
Herb Stratum (Plot size: 5 )
1. Acernegundo
2. Carex typhina
3. Toxicodendron radicans
4.
5.
6.
7.
8.
9.
10.
11.
50% of total cover: 30
Woody Vine Stratum (Plot size: 30 )
1. Toxicodendron radicans
2.
3.
4.
5.
Absolute
Dominant
Indicato
% Cover
Species?
Status
10
Yes
FAC
10
Yes
FACW
10
Yes
FACW
10
Yes
FAC
40 =Total Cover
20% of total cover: 8
10 Yes FACU
10 Yes FAC
10 Yes FAC
JV -1V 1V vG
20% of total cover:
6
10 No
FAC
40 Yes
FACW
10 No
FAC
20% of total cover: 12
20 Yes FAC
20 =Total Cover
50% of total cover: 10 20% of total cover: 4
Remarks: (Include photo numbers here or on a separate sheet.)
88.9% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers
Sampling Point: DP8
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 8 (A)
Total Number of Dominant
Species Across All Strata: 9 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 88.9% (A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species x 1 =
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
_ 3 - Prevalence Index is 53.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub -Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft
(1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody Vine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present? Yes X No
Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: DP8
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
(inches)
Color (moist) %
Color (moist) % Types Loc2
Texture
Remarks
0-8
10YR 5/3 55
7.5YR 4/4 40 C M
Loamy/Clayey
Faint redox concentrations
—Piedmont Floodplain Soils (F19)
—Stratified Layers (A5)
10YR 2/1 5
(MLRA 136, 147)
Mn Masses
8-16
10YR 5/2 55
7.5YR 4/4 40 C M
Loamy/Clayey
Distinct redox concentrations
_Thick Dark Surface (Al2)
_ Redox Depressions (F8)
10YR 2/1 5
—Sandy Mucky Mineral (S1)
Mn Masses
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ 2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2)
_Thin Dark Surface (S9) (MLRA 147, 148)
_Coast Prairie Redox (A16)
—Black Histic (A3)
—Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
—Piedmont Floodplain Soils (F19)
—Stratified Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
—Red Parent Material (F21)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
(outside MLRA 127, 147, 148)
_Thick Dark Surface (Al2)
_ Redox Depressions (F8)
—Very Shallow Dark Surface (F22)
—Sandy Mucky Mineral (S1)
X Iron -Manganese Masses (F12) (LRR N,
—Other (Explain in Remarks)
_Sandy Gleyed Matrix (S4)
MLRA 136)
—Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136)
3Indicators of hydrophytic vegetation and
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes X No
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
Indicators of hydric soils present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: McAlpine Relief Sewer Phase IV City/County: Mecklenburg Sampling Date: 5-1-18
Applicant/Owner: McKim and Creed State: NC Sampling Point: DP9
Investigator(s): DJZ/MLS Section, Township, Range: N/A
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): Concave Slope (%): 0-5
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.189896 Long: -80.707305 Datum: NAD 83
Soil Map Unit Name: Monacan loam, 0 to 2 percent slopes, frequently flooded (MO) NWI classification: PF01A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Data point is representative of Wetland WW.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
—Surface Soil Cracks (66)
—Surface Water (Al) —True
Aquatic Plants (1314)
—Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2) —Hydrogen
Sulfide Odor (Cl)
—Drainage Patterns (1310)
X Saturation (A3) _Oxidized
Rhizospheres on Living Roots (C3)
_Moss Trim Lines (1316)
X Water Marks (131) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_Drift Deposits (B3) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4) _Other
(Explain in Remarks)
X Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
X Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
—Shallow Aquitard (D3)
X Water -Stained Leaves (139)
—Microtopographic Relief (D4)
Aquatic Fauna (B13)
X FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes X No
Depth (inches): 15
Saturation Present? Yes X No
Depth (inches): 6
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of wetland hydrology present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP9
Remarks: (Include photo numbers here or on a separate sheet.)
100% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0
Absolute
Dominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover
Species?
Status
Dominance Test worksheet:
1.
Liquidambar styraciflua
30
Yes
FAC
Number of Dominant Species
2.
Platanus occidentalis
30
Yes
FACW
That Are OBL, FACW, or FAC: 7 (A)
3.
Betula nigra
20
Yes
FACW
Total Number of Dominant
4.
Acer rubrum
20
Yes
FAC
Species Across All Strata: 7 (B)
5.
Ulmus rubra
10
No
FAC
Percent of Dominant Species
6.
Acer negundo
10
No
FAC
That Are OBL, FACW, or FAC: 100.0% (A/B)
7.
Prevalence Index worksheet:
120
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
60 20% of total cover:
24
OBL species x 1 =
Sapling/Shrub Stratum (Plot size: 15
)
FACW species x 2 =
1.
FAC species x 3 =
2.
FACU species x 4 =
3.
Ulmus rubra
10
Yes
FAC
UPL species x 5 =
4.
Acer rubrum
10
Yes
FAC
Column Totals: (A) (B)
5.
Prevalence Index = B/A =
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
X 2 - Dominance Test is >50%
9.
3 - Prevalence Index is 53.01
20
=Total Cover
_
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
10 20% of total cover:
4
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
_ Problematic Hydrophytic Vegetation' (Explain)
1
' Indicators of hydric soil and wetland hydrology must be
2.
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3.
4.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6
height.
7.
Sapling/Shrub -Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11
of size, and woody plants less than 3.28 ft tall.
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
20% of total cover:
height.
Woody Vine Stratum (Plot size: 30 )
1.
Toxicodendron radicans
10
Yes
FAC
2.
3.
4.
5.
Hydrophytic
10
=Total Cover
Vegetation
50% of total cover:
5 20% of total cover:
2
Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
100% of dominant vegetation is FAC or wetter.
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: DP9
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
Indicators for Problematic Hydric Soils3:
(inches)
Color (moist) %
Color (moist) % Types Loc2
Texture Remarks
0-14
10YR 5/1 70
7.5YR 4/4 30 C M
Loamy/Clayey Prominent redox concentrations
14-18
10YR 6/2 75
7.5YR 4/6 25 C M
Loamy/Clayey Prominent redox concentrations
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ 2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2)
_Thin Dark Surface (S9) (MLRA 147, 148)
_Coast Prairie Redox (A16)
—Black Histic (A3)
—Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
—Piedmont Floodplain Soils (F19)
—Stratified Layers (A5)
X Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
—Red Parent Material (F21)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
(outside MLRA 127, 147, 148)
_Thick Dark Surface (Al2)
X Redox Depressions (F8)
_Very Shallow Dark Surface (F22)
—Sandy Mucky Mineral (S1)
_ Iron -Manganese Masses (F12) (LRR N,
—Other (Explain in Remarks)
_Sandy Gleyed Matrix (S4)
MLRA 136)
—Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136)
3Indicators of hydrophytic vegetation and
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes X No
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
Indicators of hydric soils present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

McAlpine Relief Sewer Phase IV
Attachments
ATTACHMENT F:
Construction Plan Sheets
August 21, 2018
CWS Project No. 2018-0054

CHARLOTTE
W6TER
CHARLOTTE, NORTH CAROLINA
ENGINEERING DIVISION
SANITARY SEWERAGE SYSTEM IMPROVEMENTS
McALPIIE CREEK RELIEF SEWER
PRASE 4
VICINITY MAP
NTS
MCEIM&CREED
Charlotte, North Carollna 28227
Phone: [phone], Fax: [phone]
AA 002667 EB0006691
F-1222
w—mckimcreed.com
DESIGN COMPANY:
PLANS PREPARED BY: McKIM & CREED , INC
ADDRESS: 8020 TOWER POINT DRIVE
CHARLOTTE, NC 28227
PHONE: [phone]
DATE DESIGN COMPLETED: -
SURVEY COMPANY:
SURVEYED BY: McKIM & CREED , INC.
ADDRESS: 8020 TOWER POINT DRIVE
CHARLOTTE, NC 28227
PHONE: [phone]
DATE SURVEY COMPLETED: -
GEOTECHNICAL COMPANY:
GEOTECHNICAL WORK PERFORMED BY: LAW ENGINEERING & ENVIRONMENTAL SERVICES, INC.
ADDRESS: 2801 YORKMONT ROAD, SUITE 100
CHARLOTTE, NC 28208
PHONE: [phone]
INSPECTOR: //
INSIDE CHARLOTTE: (J) YES ( ) NO:
TOPO No: - 120, 121, 122, 123, 165, 166, 167
FINAL DESIGN
NOT FOR CONSTRUCTION
AUGUST 2018
lu.
Know what's below.
Call before you dig.
APPROVALS (SEALS)
N.C.R.LS. (AS BUILT)
N.C.P.E
SUMMARY OF SEWER
MAINS & MANHOLES
36 6,047 LF
14 32 LF
30" 10,504 LF
12" 521 LF
18" 46 LF
10" 234 LF
16" 46 LF
8" 290 LF
TOTAL NO. OF MANHOLES: - 57
TOTAL NO. LOTS SERVED: - NOT APPLICABLE
PROJECT NAME: - McALPINE CREEK RELIEF SEWER
PHASE 4
JOB NO: 7030600020-16-505
DATE OF ACTIVATION:
DATE AS BUILT: BY:

LEGEND
F
6/18 ZMT REVISED PER PERMIT REVIEW COMMENT
E
4/18 JJM FINAL DESIGN NOT FOR CONSTRUCTION
ABBREVIATIONS
3/18 TBM REVISED PL PER REVIEW COMMENTS
INDEX OF SHEETS
100 YEAR FLOOD HAZARD AREA
— —
as E¢io`.
Vl�� ��LL�� �..1V�Ll.J
A
9/17 TME; ISSUED FOR REAL ESTATE REVIEW
ANTI -SEEP COLLAR
NOTES:
SHEET NO. 1
COVER
ASPHALT DRIVEWAY (PROFILE)
�d�
MH
MANHOLE
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHARLOTTE
BRIDGE
RCP
RINFORCE CONCRETE PIPE
WATER STANDARD SPECIFICATIONS.
SHEET NO. 2
INDEX OF SHEETS & LEGEND
BUILDING
STA.
STATION
2. THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
SHEET NO. 3
SHEET INDEX
CHECK DAM STD. 6.83
EDP
EDGE OF PAVEMENT
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
SHEET N0, 4
STA. 623+00 TO STA. 635+00
CREEK OR BRANCH
BOC
BACK OF CURB
3. ALL SHORING SHALL BE IN ACCORDANCE To OSHA TRENCHING
SHEET NO. 5
STA. 635+00 TO STA. 646+00
(PROFILE)
CONCRETE DRIVEWAY PROFILE
WV
WATER VALVE
STANDARDS PART 1926, SUBPART P, AS AMENDED TO DATE.
SHEET N0. 6
STA. 646+00 TO STA. 658+00
COFFER DAM
CD
FH
FIRE HYDRANT
4. ANY NECESSARY LANE CLOSURES SHALL FOLLOW GUIDELINES
OUTLINED IN THE MANUAL OF UNIFORM TRAFFIC CONTROL
SHEET N0. 7
STA. 658+00 TO STA. 670+00
CURB & GUTTER
EX
EXISTING
DEVICES AND/OR C.D.O.T. WORK AREA TRAFFIC CONTROL
SHEET NO. 8
STA. 670+00 TO STA. 682+00
DITCH, CREEK OR BRANCH
WM
WATER MAIN
HANDBOOK. (WATCH)
SHEET NO. 9
STA. 682+00 TO STA. 692+00
EDGE OF PAVEMENT
SS
SANITARY SEWER
5. IF THE PROPOSED SEWER IS INSTALLED WITHIN 36" IN ANY
EXISTING FIRE HYDRANT
LP
LIGHT POLE
DIRECTION (VERTICALLY OR HORIZONTALLY) FROM A GAS MAIN,
SHEET N0. 10
STA. 692+00 TO STA. 704+00
THEN THE CONTRACTOR SHALL CALL PIEDMONT NATURAL GAS
SHEET N0. 11
STA. 704+00 TO STA. 715+00
EXISTING GAS MAIN
°
CMP
CORRIGATED METAL PIPE
COMPANY AT 1-800-752-7504 AND INFORM THEM.
EXISTING GAS SERVICE
cs
D
DRIVE WAY
6. ALL OPEN EXCAVATION, OPEN MANHOLES, AND OR VAULTS LEFT
SHEET NO. 12
STA. 715+00 TO STA. 727+00
EXISTING IRON PINLINE
FL
FLOW
OPEN OVERNIGHT SHALL BE SECURED WITH TEMPORARY FENCING
SHEET NO. 13
STA. 727+00 TO STA. 739+00
EXISTING1 SANITARY SEWER
NTS
NOT TO SCALE
WITH A MINIMUM HEIGHT OF 6 FEET.
SHEET NO. 14
STA. 739+00 TO STA. 751+00
EXISTING SANITARY SEWER MANHOLE
PG.
PAGE
7. DEWATERING: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND
MAINTAIN AMPLE MEANS AND EQUIPMENT WITH WHICH TO REMOVE
SHEET NO. 15
STA. 751+00 TO STA. 763+00
EXISTING 1 WATER MAIN
w
PROP.
PROPOSED
AND PROPERLY DISPOSE OF ANY AND ALL WATER ENTERING THE
SHEET N0. 16
STA. 763+00 TO STA. 775+00
EXISTING WATER OR SANITARY SEWER EASEMENT
R/W
RIGHT OF WAY
EXCAVATION OR OTHER PARTS OF THE WORK AND KEEP ALL
EXCAVATIONS DRY UNTIL SUCH TIME AS PIPE LAYING AND
SHEET N0. 17
STA. 775+00 TO STA. 785+00
EXISTING WATER SERVICE
ws
TYP.
TYPICAL
GRADING IS COMPLETED AND STRUCTURES TO BE BUILT THEREIN
ARE COMPLETED. NO WATER SHALL BE ALLOWED TO RISE AROUND
SHEET NO. 18
STA. 785+00 TO STA. 792+00
EXISTING WATER VALVE
°°
YR
YEAR
ALLOWED ro RISEBOVERI MADSONRY UNTIL CONCRETE BE
FENCE (LABEL TYPE)
THE
SHEET NO. 19
EXISTING SEWER AND RELIEF SEWER CONNECTIONS
MORTAR HAS SET (MIN. 24 HOURS). ALL WATER PUMPED OR
SHEET NO. 20
EXISTING SEWER AND RELIEF SEWER CONNECTIONS
GAS VALVE
o
DRAINED FROM THE WORK SHALL BE DISPOSED of IN A SUCH A
PROPERTY OR OPREVENTAND EROSION TO
HER CONSITRUCTIION.
SHEET NO. 21
EXISTING SEWER AND RELIEF SEWER CONNECTIONS
GRAVEL DRIVEWAY (PROFILE)
ALTURBID
L U
GROUND (PROFILE)
------------
PUMPED OR DRAINED FROM THE WORK SHALL BE DISCHARGED
SHEET NO. 22
EXISTING SEWER AND RELIEF SEWER CONNECTIONS
GUARD RAIL
THROUGH A SILT BAG OR SPECIAL STILLING BASIN AS SHOWN ON
DETAIL SHEET I.
SHEET NO. 23
EXISTING SEWER AND RELIEF SEWER CONNECTIONS
MARSH
— �`
8. THE CONTRACTOR SHALL STOCKPILE ALL EXCAVATED MATERIAL
SHEET NO. 24
EXISTING SEWER AND RELIEF SEWER CONNECTIONS
OVERHEAD ELECTRIC
DHE
UP—GRADIENT OF THE TRENCH WHERE POSSIBLE BASED ON FIELD
SHEET NO. 25
CONSTRUCTION ACCESS &TRAFFIC CONTROL
PERMANENT STREAM CROSSING
�p�
CONDITIONS. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN
AMPLE MEANS WITH WHICH TO ENSURE STOCKPILED MATERIALS DO
SHEET NO. 26
CONSTRUCTION ACCESS & TRAFFIC CONTROL
PIERS
�--��
NOT CAUSE SILTATION AND EROSION TO ADJACENT PROPERTY.
POWER POLE W/GUY WIRE
9. ALL UNDERGROUND UTILITIES ARE APPROXIMATE LOCATION.
PROPERTY LINE
R
CONTRACTOR TO VERIFY SIZE, DEPTH, LOCATION AND MATERIAL OF
ALL EXISTING UTILITIES PRIOR TO THE START OF
PROPOSED AIR RELEASE VALVE
8111NATMINMUUM OF48HOUORSSHALL PRIOR TONTHETSTARTHOFAROLINA
DETAILS
PROPOSED FIRE HYDRANT
Y�
T
CONSTRUCTION (811 OR 1-800-632-4949).
SHEET NO. A
STANDARD DETAILS PIPE INSTALLATION & BORE & JACK
PROPOSED 4 SANITARY SEWER
f
PROPOSED SANITARY SEWER MANHOLE
•
10. DUKE ENERGY EASEMENTS: THE CONTRACTOR SHALL NOTIFY ED
WILLIAMS OF DUKE ENERGY (704-382-2664) 48 HOURS PRIOR TO
SHEET NO. B
STANDARD DETAILS SEWER
PROPOSED t WATER MAIN (MARKED EVERY 100')
ANY ENCROACHMENT OR CONSTRUCTION THROUGH DUKE POWER
SHEET NO. C
STANDARD DETAILS DIVERSION STRUCTURE MH #2
PROPOSED WATER METER LOCATION
f' 1
EASEMENTS.
SHEET NO. D
STANDARD DETAILS SEWER
PROPOSED WATER OR SANITARY SEWER R/W
11. CROSSINGS WHERE SHALL PROVIDE
ON TITHE DRAWINGS AND AS DESCRIBED
SHEET NO. E
STANDARD DETAILS SEWER
PROPOSED WATER VALVE
..
BELOW:
SHEET NO. F
STANDARD DETAILS SEWER
RAILROAD�--�
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ROAD/STREET RIGHT—OF—WAY
R/W
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SEDIMENT FENCE (SILT FENCE) STD. 30.06
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STORM DRAIN WITH CATCH BASIN OR DROP INLET—
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D. MATS BEGONE COVERED WITH SOILS OR
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STANDARD DETAILS PAVEMENT REPAIR AND TREE PROTECTION
CWH
CONSTRUCTION DEBRIS SHOULD BE CLEANED AND THE
STREET SIGN
MATERIALS REMOVED AND DISPOSED OF IN AN UPLAND
REINFORCED STABILIZED OUTLET
LOCATION. THE MATERIAL SHOULD NOT BE PLACED IN THE
WETLANDS AREA.
ROCK CHECK DAM W/ EXCAVATED STORAGE STD. 6.60 —
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E. MATS WHICH BECOME IMBEDDED MUST BE RESET OR
TEMPORARY DIVERSION STD. 6.20
TO—TD—TD
LAYERED TO PREVENT MUD FROM COVERING THEM OR
WATER PASSING OVER THEM.
F. MATTING SHOULD BE REMOVED BY "BACKING OUT" OF THE
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
SITE, REMOVING MATS ONE AT A TIME. ANY RUTTING OR
SIGNIFICANT INDENTATIONS IDENTIFIED DURING MAT REMOVAL
TEMPORARY STREAM CROSSING STD.1
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TOWER LINE
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G. MATS SHOULD BE CLEANED BEFORE TRANSPORT TO
TEMPORARY CONSTRUCTION EASEMENT
ANOTHER WETLAND LOCATION TO REMOVE SOIL AND ANY
INVASIVE PLANT SPECIES, SEED STOCK, OR PLANT
TOP OF BANK
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H. CLEANING METHODS MAY INCLUDE BUT ARE NOT LIMITED TO
TREE
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No. I Date I By Revision
MANHOLE CONSTRUCTION NOTES:
1. MANHOLES 98 8c 98A SHALL BE
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2. ALL SEAMS SHALL BE EXTERNALLY
TAPED/SEALED.
3. MANHOLES 98 8c 98A SHALL BE
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INTERIOR/LINING AS SPECIFIED IN
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COATI NGS.
4. WATERTIGHT PIPE CONNECTIONS SHALL
_ BE PROVIDED CONSISTING OF A
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MANHOLE CONSTRUCTION NOTES:
1. MANHOLES 68 & 68A SHALL BE PROVIDED WITH
A WATERTIGHT FRAME AND COVER WITH GASKET.
2. ALL SEAMS SHALL BE EXTERNALLY
TAPED/SEALED.
3. MANHOLES 68 & 68A SHALL BE PROVIDED WITH
A FULL WATERPROOF INTERIOR/LINING AS
SPECIFIED IN SECTION 03180 - SPECIALTY
CONCRETE COATINGS.
4. WATERTIGHT PIPE CONNECTIONS SHALL BE
PROVIDED CONSISTING OF A FLEXIBLE RUBBER
BOOT OR COMPRESSION TYPE CONNECTOR.
5. MANHOLES 68 & 68A SHALL BE TESTED IN
ACCORDANCE WITH ASTM C1244 "STANDARD TEST
METHOD FOR CONCRETE SEWER MANHOLES BY
THE NEGATIVE AIR PRESSURE (VACUUM) TEST
PRIOR TO BACKFILL.
PIPE CONSTRUCTION NOTES:
ALL PIPE MATERIALS INSTALLED BETWEEN STATION
648+40 TO STATION 650+10, STATION 650+30 TO
STATION 653+40, AND STATION 0+00 TO STATION
0+30.68 SHALL COMPLY WITH TESTING METHODS
AND ACCEPTABILITY STANDARDS MEETING WATER
MAIN STANDARDS (15A NCAC 18C).
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MANHOLE CONSTRUCTION NOTES:
1. MANHOLES 68 & 68A SHALL BE PROVIDED WITH
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2. ALL SEAMS SHALL BE EXTERNALLY
TAPED/SEALED.
3. MANHOLES 68 & 68A SHALL BE PROVIDED WITH
A FULL WATERPROOF INTERIOR/LINING AS
SPECIFIED IN SECTION 03180 - SPECIALTY
CONCRETE COATINGS.
4. WATERTIGHT PIPE CONNECTIONS SHALL BE
PROVIDED CONSISTING OF A FLEXIBLE RUBBER
BOOT OR COMPRESSION TYPE CONNECTOR.
5. MANHOLES 68 & 68A SHALL BE TESTED IN
ACCORDANCE WITH ASTM C1244 "STANDARD TEST
METHOD FOR CONCRETE SEWER MANHOLES BY
THE NEGATIVE AIR PRESSURE (VACUUM) TEST
PRIOR TO BACKFILL.
PIPE CONSTRUCTION NOTES:
ALL PIPE MATERIALS INSTALLED BETWEEN STATION
648+40 TO STATION 650+10, STATION 650+30 TO
STATION 653+40, AND STATION 0+00 TO STATION
0+30.68 SHALL COMPLY WITH TESTING METHODS
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No. Date By Revision
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SEE SHEET 8 OF 37 FOR 40' 0 40' 80'
RELIEF SEWER CONSTRUCTION SEE SHEET 18 OF 37 FOR
RELIEF SEWER CONSTRUCTION SCALD P -W 01or tL)
PIPE CONSTRUCTION NOTES: � \ 7 / // / r � VIEW R CVer4J
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1. ALL PIPE MATERIALS INSTALLED BETWE\E ss \ 100 YR. FLOOD HAZARD AREA (TYP)
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COMPLCOMPLY WITH TESTING METHODS AND/ACCEPTABIL\ MEC�ENBURG COUNTY
STANDARDS
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SEE DETAIL\5,H B P LL CONSTRUCTIO�j (1'�� --
\\ B RING ITS / / // ��10��� W�ATER1/GH �YYPE EHOLE #10� I // /I
. /DEE A $5 /
\`PS ANENT SEWER STABIILTATION �. /�� / FR ME & TYPE i COVER 1 / U / __
\ q EA ENT (TYP)/ STREAM NK �P / I 1 I l� / l " STA. 791+60.86
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TA. 0+72.37
4 / �1PROPOSED 4' DIA. MANHOLE #72A yv // (� / STS TYRE�. /
STA. 2+23.67 D,10 W/WATERTIGHT / // / G�SANITA n
PROPOSED 4' DIA. MANHOLE #72B / / FRAME & TYPE 5 COVER
WIWATERTIGHT ,� - w / / / 26 /--
FRAME & TYPE 5 COVER , SOOKBIR & YAFE / 55 / EXISTING 15" SANITARY SEWER
TEMPORAR COUCTION I / �pp / / DB 12952-]39 / / /
EASEMENT TW / / TP 109-2]4-04/ / \ // 30
/ / 1 \ / 55 / BENT CREEK ASSOC'
CLEARING DMI1S ' / / / / / (V� r \ / _
TEMPORARY STREAM y/ j/ L�(L/ 11 5 % / DB 097,81-2
CROSSING /17, SEE /
DETAIL SHEET J, p OS / Q `l / STA
,��� MECKLENBURG COUNTY // OOXQ �'(Q� / oAlis ET ST 25.34
EX 185.78 LF B" 55 / 1 1 POSED 5' DIA. MANHOLE #104 FINAL DESIGN
ABAND DB 8415-210 \ /� _ ``P. A NT SE1�ER W WATERTIGHT
/ OVE EX, IA TP 193-482-98 �. 9� //�/ J/ EASEME T y /
\—'C OS NG / / // �' / p / TEMP1p�' RY CON) GTIG FRAME &TYPE 5 COVER NOT FOR CONSTRUCTION
/ PERMANENT SEWER `\ / + / / Q R CLEAR G LIMIT7'$ S 73'59'31" E AUGUST 2018
CU / PLUG / / / EASEMENT (TYP) / \� O��/ / / I 25.34 LF OF 16"DIP SS
MANHOLE CONSTRUCTION NOTES. SI T PENce 5 14.4939" W
20.00 LF OF 16 DIP SS
/ CHARLOTTE
/ / p� 1. MANHOLE 72B SHALL BE PROVIDED WITH A WATERTIGHT 00 / STA. 0+20.00
STA. 67 + .5� 0 FRAME AND COVER WITH GASKET. 0 / / W6TER CHARLOTTE WATER
PROPOSED 5' DIA. MANHOLE 104A
PROP SE 5' Dl . / AN LE 7 OX/ 2. ALL SEAMS SHALL BE EXTERNALLY TAPED/SEALED. \ ti #
W A TI �1T # rO� / / 3. MANHOLE 728 SHALL BE PROVIDED WITH A FULL WATERPROOF\ / / " W�WATERT/GHT ENGINEERING DIVISION
/ / ��{ FRAME &TYPE 5 COVER --
FRAME CHARLOTTE, NORTH CAROLINA
& TAPE /COV / INTERIOR/LIN/NG AS SPECIFIED IN SECTION 03180 – \\ / �`t /
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\\ T P�ORARY CO TR CTION /
TEEpp,,�1
\ / �1:1 ARNG ( ITS / c'"
_ � 7 /
SEWER CONNECTION MANHOLE NO. 72A & 72B
SPECIALTY CONCRETE COATINGS.
4. WATERTIGHT PIPE CONNECTIONS SHALL BE PROVIDED
CONSISTING OF A FLEXIBLE RUBBER BOOT OR COMPRESSION
TYPE CONNECTOR.
5. MANHOLE 72B SHALL BE TESTED IN ACCORDANCE WITH ASTM
C1244 "STANDARD TEST METHOD FOR CONCRETE SEWER
MANHOLES BY THE NEGATIVE A/R PRESSURE VACUUM TEST
PRIOR TO BACKFILL. ( )
\
\
i I _l / 1571NG t8" SANITARY SEWER
/ / / / `"
\ p J
\ F / 2� � //
SEWER CONNECT/ON JUNCTION MANHOLE NO. 104A
E 4/18 JJM FINAL DESIGN NOT FOR CONSTRUCTION
D 3/18 TBM REVISED PL PER REVIEW COMMENTS
V ��L`/,�y�+ pn,J R7H�I C 2/17 JJM REVISED FOR EROSION CONTROL
VN4 I�IV AWED B 1/17 PSJ REVISED PER REAL ESTATE COMMENTS
A 1 17 TMB ISSUED FOR REAL ESTATE REVIEW
No. Date By Revision
7030600020-16-505
Job No. File No.
MCALPINE CREEK RELIEF SEWER
PHASE 4
PLAN scales NTs
PROFILE Nor. NTS
vert. N s
EXIST/NG SEWER AND
REL/EF SEWER CONNECT/ONS
As Built Date
M&C
JEM
NJR
CES
sneer
of
Surveyed By
Designed By
Drawn By
Project -Eng,
Approved By
Date
124137

TRAFFIC CONTROL GENERAL NOTES
1, BEGINNING OF WORK AND STREET CLDSINGS.
THECONTRACTDR IS RESPONSIBLE FOR NOTIFYING THE NC DEPARTMENT DF TRANSPORTATION,
DIVISION 100,, DISTRICT 2 NEWELL (704-596-6900) OF ANY WORK WHERE THE NUMBER DF
TRI VIOL... GGINTRACTE SERSSHRLDLCD STALED FRILO NOR "ATTHE PROJECT III IROVAICED WARNING SIGNS. THESE SIGNS
SHALL BE IN PLACE FOR ONE WEEK BEFORE CONSTRUCTION ACTIVITY BEGINS,
THE SIGNS SHALL BE REMDVE WITH IN SEVEN DAYS OF CLDSINO THE CONSTRUCTION ENTRANCE.
2, THE W14-12 'TRUCKS ENTERING HIGHWAY' SIGN OF MUTCD SHALL BE ON U -POST A PERMANENT TYPE MOUNTING,
3. RIGHT OF WAY USE PERMIT.
THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING RIGHT OF WAY 1ERMIT(G1 FROM
NCD ST
FOR APPROVAL TO WORK IN STREET RIGHT -G -WAYS) OF NORTH CAROLINA.
4. TRAFFIC CONTROL PLAN.
CONTRACTORTHE MAINTAIN TRAFFIC
CONTRACTORSUBMITS AN ALTERNATE TRAFFICCDNTROL PLAN DESCRIBED
S ESHE
OTHE ENGINEER AND ITIS
APPROVED BY THE ENGINEER. THE ENGINEER MAY DIRECT THE CONTRACTDR TO MODIFY
TRAFFIC CONTROL IF, IN THE ENGINEER'S OPINION, TRAFFIC IS NOT MOVING SAFELY OR EFFICIENTLY.
s MAINTENANCE TOPERATTIONSES NOASH LBE BET En PRIORTO
R RELOCATED AS
AOF H DrvWOORRKCISDN OR
THEW RN SITE AS REQUIRED BTO ENSURE THAT ALL TRAFFIC CONTROLKDEVICESPARE IN
PLACE AND OPERATING AT ALL TIMES,
6, ALL TRAFFIC SIGNS FOP THE WEAK AREA SHALL BE REFLECTDRIZED. THE REFLECTIVE
MATERIALS USED SHALL BE EQUAL OR BETTER THAN TYPE 1, LEVEL A REFLECTIVE
SHEETNG,
7. AT NIGHT, ADEQUATE BARRICADES WITH REFLECTGRIZED MATERIAL AND LIGHTS ARE
REQUIRED TO CALL ATTENTION TO AND TO INDICATE THE ACTUAL LOCATION OF
OBSTRUCTIONS AND HAZARDS.
8, WHEN NOT IN USE DURING WORK HOURS OR AT NIGHT, EQUIPMENT SHALL NET BE PARKED
AND ATH LEAMANNER
TN 10 RFEETTAAWAY0 FROMHTHEO TRAIVEE LHNRW OF TRAFFIC SIGNS AND SIGNALS
9. WHENEVER TRAFFIC MUST BE ROUTED ACRDSS THE CENTERLINE, THE TWO DIRECTIONS MUST
BE SICALLY SEPARATED FIC CONES CAN BE EFFECTIVELY USED OR IS
PURR. DURING DAYLIGHT HOURS, REFLECTURIZED DRUMS UST BE USED AT NIGHT
10 TRAFFIC SHALL NOT BE ROUTED ACROSS CENTERLINE WITH COGS UP DRUMS DURING
GN RWDRKING HOURS
CDNTRACTOR MUST BE DN SITE OR CHANGE PAVEMENT MARKINGS
OPRIA
THE L THE II ➢DPITLITE
REQUIRED. CONTRACTOR MAYA ALSO BE
BE REDUIIREDFTOGPROVIDEDA OUNIFDRMEDCOFFICER HEN
CDN- TRAFFIC WHEN WORKING IN AND ARDUND A SIGNALIZED INTERSECTION,
12, EVERY ATTEMPT SHALL BE MADE O SCHEDULE AND EXPEDITE THE WORK TO CAUSE THE
LEAST INCONVENIENCE TO THE TRAVELING PUBLIC,
13. IN SITUATIONS NOT CDVERED IN THIS DESIGN, THE PROTECTION OF THE WDPKERS ON
SITE ILL DICTATE AREA THE
MEASURES TO BE TAKEN CONSISTENT WITH THE CITY OF
TE
CHARLOT'SWORK IC CONTROL A
DBOOK CH).
I4. THE LIT, ENGINEER DR DIRECTOR OF THE DEPARTMENT OF TRANSPORTATION OR THEIR
REPRESENTATIVES ARE AUTHORIZED TO STOP ANY CONSTRUCTION OR MAINTENANCE
ACTIVITY WHCH IS NOT PROPERLY SIGNED OR BARRICADED AS REQUIRED BY THIS
STANDARD AND THE MUTCD UNTIL SUCH REQUIREMENTS ARE MET.
15, THIS DESIGN STANDARD CANNOT BE USED FDR ALL ROADWAY CONSTRUCTION SITUATIONS,
IT IS INTENDED ONLY TO BE USED AS A GUIDELINE SPECIFIC SITUATIONS MAY
REQUIRE ENGINEERING JUDGEMENT IN THE PLACEMENT OF TRAFFIC CDNTRDL DEVICES
BECAUSE OF LIMITED VERTICAL ANO/OR HORIZONTAL SIGHT DISTANCE,
16, WHEN PERSONNEL AND/OR EQUIPMENT ARE WITHIN 3 FEET OF THE EDGE OF AN OPEN
TRAVEL LANE, THE CONTRACTOR SHALL REFER TO THE 'WATCH'.
17. OPERATIONAL SIGNS ARE GENERALLY MOUNTED ON PORTABLE SUPPORTS, THESE ARE
WARWARNING USED FpR SHORT ERM OPERATIONS TO
EWMOUNTFO ON IUEPOSTFPERMANENT ADVANCED
M.—
ST
DAIS GPRIDR TOC BEGINNING CONSTRUCTION.
I8. CONSTRUCTION WORK SHALL NOT BE ALLOWED ON BOTH SIDES OF THE ROAD
SIMULTANEOUSLY WITHIN THE SAME AREA,
19. TRAFFIC CONTROL SIGNS SHALL BE REMOVED WITHIN 7 DAYS OF CONSTRUCTION ACCESS CLOSING.
GT
- AG/N,G AREA
I _
V E #1 - _ _McA INE EEK i
a N TRU /O CESS NO. UCT S NO� r
I j
1 /
TEMPORARY CONSTRUCTION SEVIEW #
N EAMENT F DIS
de LI
MITS OF DISTURBANCE
\ \ \ \
'If
r I F J l
I MECKLENBURG COUNTY
/ DB 176'i7 -PG 69>1 • ' y'L� \ \-� l/ l l I 2
-05
\' AL INE
46
/i� • � ECENBURG 0 NT
/ �q/ c �� �( KL -
r .�( � • I ° �� WER EASEMENT ]STING PERMIT T _ B G
2O �"� - ,- P 793-073-05 Y
/ EXISTING PARKING LOT - - -
Q J
o/
/I y
REALTY INCOME PROPERTIES 25,LLC
P7 & L7 M26-467
1
DB 28860 PG 622
TP 193-073-01
I
SCALE- 1'=35' 1 MPCRARY CONSTRUCTION I
IA
SEMENT (TYP) I 1
k LIMITS OF DISTURBANCE
CONSTRUCTION
__sr{9�lLK€DCONs7RUC77ON I
PLAN LEGEND cLDSM sID. NO-30.T1A &
DEFT TURN ACCE35'IN77
vn4-Ix CONSTRUCTION SIGN SYMBOL W/
WATCH IDENTIFICATION CODE
SIGNS
"'r
W1-6 (48'X24")
-/
/
/
/
- SNIGGER TRUCKS i
ENTERING
HIGHWAY i V
TEMP. CONSTRUCTION ENTRANCE /
W14-12 (36'X36")
ROAD
PAVEMENT REPAIR NOTES
LOCAL NOTES PURALL I G CONST N
RDCTIONSHALLMBECSTREETS B
E USED
EVALUATED FOR EXISTING
AND DOCUMENTED PRIOR TO USE.
1, ALL STREETS
2, ANY DAMAGE DUE TO CONSTRUCTION TRAFFIC AG EQUIPMENT USE ON
A, CONTRACTOR SHALL ALLOW EGRESS AND INGRESS INTO ALL HOMES AND BUSINESSES. IN RESIDENTIAL STREETS SHALL BE REPAIRED PER CHARLOTTE-MECKLENBURG
THE EVENT A BUSINESS DRIVE MUST BE CLOSED, THE CLOSURE SHALL BE DONE LAND DEVELOPMENT STANDARDS. COMMERCIAL STREET ACCESS POINTS
AFTER BUSINESS HOURS AND COORDINATED WITH THE BUSINESS AFFECTED. SHALL BE REPAIRED FOR ANY DAMAGE DONE DURING CONSTRUCTION, SEE
DETAILS.
B. CONTRACTOR SHALL MAINTAIN SIDEWALK FOR PEDESTRIAN TRAFFIC, DRUMS AND
CAUTION TAPE SHALL BE UTILIZED TO SEPARATE THE EXCAVATION AREA FROM THE 3. NEIGHBORHOOD ACCESS STREETS INCLUDE GREEN REA RDC BENTWAY DR,
SIDEWALK. MASTERS COURT 6 MORROWICK RD ANDMI STREETAC ESS POINTS
INCLUDE PINEVILLE-MATTHEWS RD ANDMCOLONY RD
CALL NET HBDRGOD SPEED LIMITS ARE 25 MPH. PINEVILLE MATTHEWS ROAD AND
COLONY ROAD HAVE POSTED SPEED LIMITS OF 45 MPH AG 35 MPH RESPECTIVELY. 4, CONTRACTOR SHALL REWORK ALL DAMAGED CURB &GUTTERS,
SIDEWALK, AND STREETS PEP PLANS AND SPECIFICATIONS.
D, CMLSC STC, NO 30.116 (CONSTRUCTION ENTRANCE TRUNK TIRE WASH) SHALL BE
INSTALLED AS THE CONDITION WARRANTS OR AS DIRECTED BY CITY ENGINEERS. 5. CONTRACTOR SHALL SAW -CUT, REMOVE AND REPLACE DAMAGED
HIGHWAY 51 AND COLONY ROAD SHALL HAVE A CONSTRUCTION ENTRANCE TIRE PAVEMENT WITH PERMANENT ASPHALT PATCH TO MATCH EXISTING GRADE.
WASH INSTALLED PER CM
LOS NO. 30.IIB. SEE DETAILS.
/
I
100'
0 100' 200'
SCALE= 1'=100' (Horiz.)
�—
I
SCALE. 1'=100' (Horiz.)
WI -6 (48'X2)V
1
PLACE ARROW IGN IN-,
MEDIAN FOR HT TURNS
ONLY OUT SITE
/
_ 1
/
TEMP RY CONSTRUCTION
/
MENT F DIS
@ LIMITS OF DISTURBANCE
S N it pi /;
i i
�l lr7 r
0
_2EALTY
INCOME PROPERTIES 25,LLC
M£OIAN. I l 11� I
I
P1 & L7 M26-467
DB 28860 PG 622
TP 193-073-01
C`�
I T VI
ROD
TRACKING DIRECT FLOW TREETS, PERIODIC
MUD ONTO SG WITH STONE WILL BE NECESSARY.
TOP DRESSING WILL
r4
j ,g; ; w
l l WW
4 ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED UP
\
k1
I w
E
I
/
1
100 0
100 200
100'
0 100' 200'
SCALE= 1'=100' (Horiz.)
SCALE. 1'=100' (Horiz.)
NCOOT NOTES FOR HIGHWAY 74
FINAL DESIGN
1. PTURNINGTWRNIRADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS
2. LDCATE ENTRANCES) TD PROVIDE FOR UTILIZATION BY ALL
NOT
FOR CONSTRUCTION
CONSTRUCTION VEHICLES.
3, MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
ROD
TRACKING DIRECT FLOW TREETS, PERIODIC
MUD ONTO SG WITH STONE WILL BE NECESSARY.
TOP DRESSING WILL
p
AUGUST 2018
4 ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED UP
E
4/18 JJM FINAL DESIGN NOT FOR CONSTRUCTION
5. LDCATETGRAVEL CDNSTRUCTDIN ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
D
3/18 TBM REVISED PL PER REVIEW COMMENTS
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE,
NUMBER AND LOCATION CONSTRUCTION ENTRANCE TO BE
6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCE TO BE
DEERMINED ' THE ENGINEER.
Know what's below.
Know what's below.
CB�� before dig.
V6.
'
V
& '( �-1 �-1�
C
B�1/1]
REVISED FOR EROSION CONTROL
12/17 JJM REVISED FOR EROSION CONTROL
PSJ REVISED PER REAL ESTATE COMMENTS
. USE
ENGINEER. srprvE pR OTHER COARSE AGGREGATE APPROVED BY
you A
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v
L'J t.i�uu
A
9/17 TMB ISSUED FOR REAL ESTATE REVIEW
No.
Date By Revision
400' 0 400' 800'
SCALE= 1'=400' (Horiz)

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TRAFFIC CONTROL GENERAL NOTES
1. BEGINNING OF WORK AND STREET CLOSINGSi
THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE NC DEPARTMENT OF TRANSPORTATION,
DIVISION IN, DISTRICT 2 NEWELL (704-596-6900) OF ANY WORK WHERE THE NUMBER OF
TRAVEL LA ES IS REDUCED FROM NORMAL CON➢BIONS.
THE CONTRACTOR SHALL INSTALL THE PROJECT ADVANCED WARNING SIGNS. THESE SIGNS
SHALL BE IN PLACE FOR ONE WEEK BEFORE CONSTRUCTION ACTIVITY BEGINS.
THE SIGNS SHALL BE REMOVE WITH IN SEVEN DAYS OF CLOSING THE CONSTRUCTION ENTRANCE,
2, THE W14-12 'TRUCKS ENTERING HIGHWAY' SIGN OF MUTCD SHALL BE ON U -POST A PERMANENT TYPE MOUNTING,
B. RIGHT OF WAY USE PERMIT,
THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING RIGHT OF WAY PERMITS) FROM
NCDOT FOR APPROVAL TO WORK IN STREET RIGHT -DF -WAYS) OF NORTH CAROLINA,
FIC
4
THE FCONTRACTOR
SHALL nA1NTAIN THE TRAFFIC CONTROL AS DESCRIBED HEREIN UNLESS THE
CONTRACTOR SUBMITS AN ALTERNATE TRAFFIC CONTROL PLAN TO THE ENGINEER AND IT IS
APPROVED BY THE ENGINEER. THE ENGINEER MAY DIRECT THE CONTRACTOR TO MODIFY
TRAFFIC CONTROL IF, IN THE ENGINEER'S OPINION, TRAFFIC IS NOT MOVING SAFELY OR EFFICIENTLY.
5. TRAFFIC CONTROL DEVICES SHALL BE SET UP PRIOR TO THE START O T CDNSTRUCTIUN OR
INTENANCE OPERATIONS, D SHALL BE REMOVED DR RELOCATED AS E WORK IS
FINISHED OR WORK CONDITIONS CHANGE. THE AGENCY DOING THE WORK SHALL PATROL
THE WDARN A
SITE AS REQUIRCE TO ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN
PLACE D DROP T ALL TIMES.
6, ALL TRAFFIC SIGNS FOR THE WORK AREA SHALL BE REFLECTDRIZED. THE REFLECTIVE
MATERIALS USED SHALL BE EQUAL DR BETTER THAN TYPE I, LEVEL A REFLECTIVE
SHEETING.
7, AT NIGHT, ADEQUATE BARRICADES WITH REFLECTDRIZED MATERIAL AND LIGHTS ARE
REQUIRED TO CALL ATTENTION TO AND TD INDICATE THE ACTUAL LOCATION OF
OBSTRUCTIONS AND HAZARDS.
8, WHEN NOT IN USE DURING WORK HOURS OR AT NIGHT, EQUIPMENT SHALL NOT BE PARKED
HN AT LEAST
MANNER AS TO BLOCK THE MDTORISTS'VIEW OF TRAFFIC SIGNS AND SIGNALS
➢ T EAST 0 FEET W L
FROM THE TRAVEL E.
9, WHENEVER TRAFFIC MUST BE ROUTED ACROSS THE CENTERLINE, THE TWO DIRECTIONS MUST
BE
E PHYSICALLY SEPARATED. TRAFFIC CONES CAN BE EFFECTIVELY USED FOR THIS
URPOSE DURING DAYLIGHT HOURS EFLECTORIZED DRUMS MUST BE USED AT NIGHT.
10. NON�WIORKING HNOT OURS.B CONTRACTOR ACROSS
CBE TON SITE OILINE R HCHANGE PAVEMENT MARKINGS
APPROPRIATELY.
11. THEGENCT DOING THE WORK SHALL PROVIDE FLAGGERS AND/OR POLICE CONTROL WHEry
REQUIRED. CONTRACTOR MAY ALSO BE REQUIRED TO PROVIDE A UNIFDRMED DFFICER TO
CONTROL TRAFFIC WHEN WORKING IN AND AROUND A SIGNALIZED INTERSECTION.
12. EVERYEMPT SHALL BE MADE O SCHEDULE AND EXPEDITE THE WORK TO CAUSE THE
LEAST INCONVENIENCE TO THE TRAVELING PUBLIC.
13, IN SITUATIONS NOT CDVERED IN THIS DESIGN, THE PROTECTION DF THE WORKERS ON
SITE ILL DICTATE THE MEASURES
E
RES TO BE TAKEN CONSISTENT WITH THE CITY OF
CHARLOTTE'S ORK AREA IC CONTROL HANDBOOK CH).
14. THE CITY ENGINEER DR DIRECTOR OF THE DEPARTMENT OF TRANSPORTATION OR THEIR
ARE RE AUTHORIZED TO STOP CONSTRUCTION OR MAINTENANCE
ACTIVITY WHICH ISNGT PROPERLY SIGNED OR BARRICADED AS REQUIRED BY THIS
STANDARD AND THE MUTCD UNTIL SUCH REQUIREMENTS ARE MET,
15. THIS DESIGN STANDARD CANNOT BE USED FOR ALL RGADWAY CONSTRUCTION SITUATIONS.
IT IS INTENDED ONLY TO BE USED AS A GUIDELINE SPECIFIC SITUATIDNS MAY
REQUIRE ENGINEERING JUDGEMENT IN THE PLACEMENT OF TRAFFIC CONTROL DEVICES
BECAUSE OF LIMITED VERTICAL AND/DR HORIZONTAL SIGHT DISTANCE,
16. WHEN PERSONNEL AND/OR EQUIPMENT ARE WITHIN 3 FEET OF THE EDGE OF AN OPEN
TRAVEL LANE, THE CONTRACTOR SHALL REFER TO THE WATCH'.
17. OPERATIONAL SIGNS ARE GENERALLY MOUNTED ON PORTABLE SUPPORTS. THESE ARE
N,SAUALLY USED OR SHORT ERM OPERATIONS O WARN AND GUIDE FIC ADVANCED
RNING SIGNS CONSTRUCTION A AHEAD,
SHALL BE MOUNTED ON -POST PERMANENT TYPE MOUNTING
7 DAYS PRIOR TO BEGINNING CONSTRUCTION.
18, CONSTRUCTION WORK SHALL NOT BE ALLOWED ON BOTH SIDES OF THE ROAD
SIMULTANEOUSLY WITHIN THE SAME AREA,
19, TRAFFIC CONTROL SIGNS SHALL BE REMOVED WITHIN 7 DAYS OF CONSTRUCTION ACCESS CLOSING.
PLAN LEGEND
,
vn�,2
CONSTRUCTION SIGN SYMBOL W/
I
WATCH IDENTIFICATION CODE
T—
SIGNS
C—
FLAGGER
TEMP. CONSTRUCTION ENTRANCE
611111111 — ROAD
LOCAL NOTES
1, ALL STREETS
,CONTRACTOR SHALL ALLOW EGRESS AND INGRESS INTO ALL HOMES AND BUSINESSES. IN
THE EVENT A BUSINESS DRIVE MUST BE CLOSED, THE CLOSURE SHALL BE GONE
AFTER BUSINESS HOURS AND COORDINATED WITH THE BUSINESS AFFECTED.
B. CONTRACTOR SHALL MAINTAIN SIDEWALK FOR PEDESTRIAN TRAFFIC, DRUMS AND
CAUTION TAPE SHALL BE UTILIZED TO SEPARATE THE EXCAVATION AREA FROM THE
SIDEWALK.
C. RLL NEIGHBDRH DD SPEED LIMITS ARE 25 MPH. ]ULEWILD ROAD AND
LAWYERS ROAD HAVE POSTED SPEED LIMITS OF 45 MPH.
W1-6 (48'X24")
TRUCKS
ENTERING
HIGHWAY
W14-12 (36'X36")
100' 0 100' 200'
SCALE- 1'=100' (Hartz.)
VIEW #4
400' 0 400' 800'
SCALE- 1'=400' (Hartz.)
I
II
,
I II
I
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100' 0 100' 200'
mmmmm—
SCALE- 1'=100' (Hortz.)
FINAL DESIGN
NOT FOR CONSTRUCTION
AUGUST 2018
E
JU.
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Call before you dig. 4�/��Q�/IC7 CREED
`v%
LA
4/18 JJM FINAL DESIGN NOT FOR CONSTRUCTION
3/18 TBM REVISED PL PER REVIEW COMMENTS
12/1 JJM REVISED FOR EROSION CONTROL
11/1 7 PSJ REVISED PER REAL ESTATE COMMENTS

TRENCH BACKFILL
DEPTH OF COVER (CLASS II OR III MATERIALS)
(PIPE BARREL O.D. TO
GROUND AT TRENCH CENTERLINE)
TOPSOIL (12")
GROUND SURFACES
4" MIN. FOR DIP,
6" MIN. FOR PVC OR FIBERGLASS
INITIAL BACKFILL
NOMINAL PIPE
DIAMETER
(SEE TABLES
\ III
FOR MAULS)
E__ PIPE ID 11=
PIPE SPRINGLINE
DIAMETER
(MID—DIAMETER)
y ,
HAUNCHING
_ — _ _ _ PIPE 0.D./4
(SEE TABLES—
—_ —_ —_ —_
6
FOR MAT'LS)
_ _ _ _ _
BEDDING
DIMENSIONS VARIES SEE SECTION
(CLASS I MAT'L)
01630 FOR MEASUREMENT AND
CLASS I, II, OR III
PAYMENT
FOUNDATION
250
(SURGESTONE—
CLASSI
SEE SPECIFICATIONS
CLASS I, II, OR III
SECTION 02221)
2844
1 350
LIMITING TRENCH WIDTH
CLASSI
(SEE SPECIFICATIONS)
CLASS I, II, OR III
TRENCH DETAIL
0-16
NTS
INSTALLATION REQUIREMENTS -DUCTILE IRON (DIP) PIPE (GRAVITY SEWERS)
NOMINAL PIPE
DIAMETER
DEPTH OF
COVER [FT)
YK
CLASSIFICATIO
N
FOUNDATION
BEDDING
BACKFILL MATERIALS
HAUNCHING INITIAL BACKFILL
DIAMETER
0-28
350
SURGESTONE
CLASSI
I, II, OR III
CLASS I, II, OR III
8"-12"
28-44
350
SURGESTONE
CLASSI
CLASSI
CLASS I, II, OR III
SN46 SURGESTONE
0-28
250
SURGESTONE
CLASSI
I, II, OR III
CLASS I, II, OR III
14"-24"
2844
1 350
ISURGESTONE
CLASSI
CLASSI
CLASS I, II, OR III
CLASSI
0-16
250
SURGESTONE
CLASSI
I, II, OR III
CLASS I, II, OR III
30"-36"
16-24
250
SURGESTONE
CLASSI
CLASSI
CLASS I, II, OR III
PVC
24-30
350
SURGESTONE
CLASSI
CLASSI
CLASSI
PIPE INSTALLATION DETAILS
NOTES FOR BACKFILL MATERIALS
1. CLASS I MATERIALS SHALL BE NCDOT No. 67 STONE.
2. CLASS II MATERIALS INCLUDE COURSE SANDS AND GRAVELS ( MAX. 1-1/2" IN SIZE)
3. CLASS III MATERIALS INCLUDE FINE SANDS, CLAYEY GRAVELS AND SAND/CLAY OR
CLAY/GRAVEL MIXTURES AND INCLUDE MATERIALS EXCAVATED FROM PIPE TRENCHES.
4. SURGE STONE SHALL BE USED TO STABILIZE SUBGRADE WHEN ORDERED BY THE
ENGINEER. SEE SECTION 02221 FOR MATERIAL PROPERTIES. SEE SECTION 01630
FOR MEASUREMENT AND PAYMENT FOR SURGE STONE.
5. TOP TWELVE (12) INCHES OF BACKFILL SHALL CONSIST OF TOPSOIL STRIPPED FROM
TRENCH PRIORTO EXCAVATION IN ALL LANDSCAPED OR MAINTAINED AREAS.
6. TRENCH BACKFILL INCLUDES MATERIALS EXCAVATED FROM PIPE TRENCHES EXCEPT
ROCK LARGER THAN TWELVE (12) INCHES SHALL BE REMOVED FROM BACKFILL.
15 -
Know whaYs below.
Call before you dig.
BRICK BULKHEAD
TYR. EACH END
—/'7 FLOW —
CASING SPACER BY PIPELINE SEALS 2' MA
& INSULATOR, INC., BLACK WIDOWp�
BY SPIDER MANUFACTURING INC., END
OR CASCADE WATERWORKS MFG. OF CAS
UNDISTURBED EARTH
PIPE
JOINT
PIPE
rt
30'30'
CA IPE
CASING PIPE. SEE TABLE FOR DIMENSIONS.
CARRIER PIPE, SEE TABLE FOR DIMENSIONS
FILL VOID BETWEEN CARRIER
PIPE & CASING PIPE WITH
GROUT
STEEL CASING PIPE, SEE TABLE FOR DIMENSIONS.
15' 15' GROUT FILLED
ANNULAR SPACE
DIP SEWER PIPE
CASING SPACER WITH UHMWPE OR
GLASS REINFORCED POLYMER
RUNNERS. ARRANGEMENTS VARY.
FOLLOW MANUFACTURER'S
RECOMMENDATIONS FOR ARRANGEMENT.
CASING INSTALLATION DETAIL
NTS
INSTALLATION REQUIREMENTS
I NSTALLATI ON REQI UREMENTS -FIBERGLASS & PVC GRAVITY SEWER PIPE
NOMINALPIPE
DEPTH OF
STEEL CASING
CARRIER PIPE
BACKFILL MATERIALS
DIAMETER
COVER [FT)
PIPECLASS FOUNDATION
BEDDING
HAUNCHING
INITIAL BACKFILL
FRPMP
0.625"
36"
636+52.23
7030600020-16-505
0-25
SN46 SURGESTONE
CLASS]
CLASSI
CLASSI
FRPMP
709+33.79
s`°les
PLAN NTS
PHASE 4
LAWYERS RD.8888+99.73
25-30
SN72 SURGESTONE
CLASSI
CLASSI
CLASSI
PVC
3/18 TBM REVISED PL PER REVIEW COMMENTS
ASTM D3034
30"
V
v MCIQM&CREED
C
B
8"-15"
1 0-20
1 SDR26 ISURGESTONE
CLASSI
CLASSI
CLASSI
PVC
JEM
NJR
CES
16"-36"
0-30
1 C9000-DR25 SURGESTONE
CLASSI
CLASSI
CLASSI
PIPE INSTALLATION DETAILS
NOTES FOR BACKFILL MATERIALS
1. CLASS I MATERIALS SHALL BE NCDOT No. 67 STONE.
2. CLASS II MATERIALS INCLUDE COURSE SANDS AND GRAVELS ( MAX. 1-1/2" IN SIZE)
3. CLASS III MATERIALS INCLUDE FINE SANDS, CLAYEY GRAVELS AND SAND/CLAY OR
CLAY/GRAVEL MIXTURES AND INCLUDE MATERIALS EXCAVATED FROM PIPE TRENCHES.
4. SURGE STONE SHALL BE USED TO STABILIZE SUBGRADE WHEN ORDERED BY THE
ENGINEER. SEE SECTION 02221 FOR MATERIAL PROPERTIES. SEE SECTION 01630
FOR MEASUREMENT AND PAYMENT FOR SURGE STONE.
5. TOP TWELVE (12) INCHES OF BACKFILL SHALL CONSIST OF TOPSOIL STRIPPED FROM
TRENCH PRIORTO EXCAVATION IN ALL LANDSCAPED OR MAINTAINED AREAS.
6. TRENCH BACKFILL INCLUDES MATERIALS EXCAVATED FROM PIPE TRENCHES EXCEPT
ROCK LARGER THAN TWELVE (12) INCHES SHALL BE REMOVED FROM BACKFILL.
15 -
Know whaYs below.
Call before you dig.
BRICK BULKHEAD
TYR. EACH END
—/'7 FLOW —
CASING SPACER BY PIPELINE SEALS 2' MA
& INSULATOR, INC., BLACK WIDOWp�
BY SPIDER MANUFACTURING INC., END
OR CASCADE WATERWORKS MFG. OF CAS
UNDISTURBED EARTH
PIPE
JOINT
PIPE
rt
30'30'
CA IPE
CASING PIPE. SEE TABLE FOR DIMENSIONS.
CARRIER PIPE, SEE TABLE FOR DIMENSIONS
FILL VOID BETWEEN CARRIER
PIPE & CASING PIPE WITH
GROUT
STEEL CASING PIPE, SEE TABLE FOR DIMENSIONS.
15' 15' GROUT FILLED
ANNULAR SPACE
DIP SEWER PIPE
CASING SPACER WITH UHMWPE OR
GLASS REINFORCED POLYMER
RUNNERS. ARRANGEMENTS VARY.
FOLLOW MANUFACTURER'S
RECOMMENDATIONS FOR ARRANGEMENT.
CASING INSTALLATION DETAIL
NTS
INSTALLATION REQUIREMENTS
ROAD NAME
STATION TO
STEEL CASING
STEEL CASING
CARRIER PIPE
STATION
DIAMETER
MIN. THICKNESS
DIAMETER
MARGRET WALLACE RD.
635+52.23 TO
54"
0.625"
36"
636+52.23
7030600020-16-505
AUGUST 2018
IDLELWILD RD.
708+33.79 TO
48"
0.625"
30"
709+33.79
s`°les
PLAN NTS
PHASE 4
LAWYERS RD.8888+99.73
TO
48"
0.625"
STANDARD DETAILS
D
3/18 TBM REVISED PL PER REVIEW COMMENTS
Vert. NTS
30"
CHARLOTTE
W6TER CHARLOTTE WATER
FINAL DESIGN
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
NOT FOR CONSTRUCTION
7030600020-16-505
AUGUST 2018
Jab No. File Na.
McALPINE CREEK RELIEF SEWER
s`°les
PLAN NTS
PHASE 4
E
4/18 JJM FINAL DESIGN NOT FOR CONSTRUCTION
PROFILE
HO° NTS
STANDARD DETAILS
D
3/18 TBM REVISED PL PER REVIEW COMMENTS
Vert. NTS
PIPE INSTALLATION &
V
v MCIQM&CREED
C
B
12/1 J J M REVISED FOR EROSION CONTROL
1/17 PSJ REVISED PER REAL ESTATE COMMENTS
A. Built Date
BORE & JACK
vA
9 17 TMB ISSUED FOR REAL ESTATE REVIEW
M&C
JEM
NJR
CES
Sheet
A
Of
37
No.
Date By Revision
Surveyed By
Designed By
Drawn By
Project—Engr
Approved By
Date

PIPE OD + 24"
3 No. 4 BARS
3
E T
3"
UN DIST WR -SOIL AS
DETERMINED BY THE
ENGINEER
POURED IN PLACE
CONCRETE
ELEVATION
CONCRETE COLLAR
ISOMETRIC
TRANSITION COUPLING
PROPOS[D TRUNK
SEWER (SIZE VARIES)
CL
RECONSTRUCTION OF EXISTING SEWER LINE DETAIL
NOTES:
1. COUPLINGS USED TO JOIN VARIOUS TYPES OF 12 INCH AND SMALLER PIPE
SHALL BE ELASTOMERIC PVC SLEEVE COUPLINGS WITH STAINLESS STEEL
COMPRESSION BANDS AND STAINLESS STEEL SHEER RINGS AS
MANUFACTURED BY MISSION CLAY PRODUCTS, FERNCO, LOGAN CLAY
PRODUCTS, OR APPROVED EQUAL PIPE.
2. COUPLINGS FOR 15 INCH AND LARGER PIPE SHALL BE SUBMITTED TO
THE ENGINEER FOR APPROVAL.
3. COMPACT SOILS (DISTURBED OR NATURAL) UNDER COUPLING
LOCATIONS TO A MINIMUM OF 957 OF MODIFIED PROCTOR BEFORE
FORMING AND POURING CONCRETE.
4. USEWOODEN FORMS FOR SIDE ENDS OF CONCRETE COLLARS. FORMS
SHALL BE LEFT IN PLACE AFTER CONCRETE IS POURED.
5. CONCRETE COLLARS SHALL NOT BE BACK FILLED FOR TWENTY FOUR
(24) HOURS AFTER POURING.
15.
Know what's below.
Call before you dig.
I INDICTI IRPPn
NOT TO EXCEED 40 FEET
SECTION
NCRETE SPECIAL CONDITIONS FOR WETLAND AREAS
)LLAR
1. THECONSTRUCTION CORRIDOR IS LIMITED TO
40' IN WIDTH AND MUST BE MINIMIZED TO THE
MAXIMUM EXTENT POSSIBLE
2. PRECONSTRUCTION CONTOURS TO BE RESTORED
3. STABILIZATION IS REQUIRED IMMEDIATELY ON
COMPLETION OF EACH INDIVIDUAL CROSSING.
4. RESTORATION TO INCLUDE SEEDING WITH ANNUAL
SPECIES FOR WET LOCATIONS (PERENNIALS
SUCH AS FESCUE PROHIBITED).
5. THE TOP 6" TO 17' OF THE TRENCH SHOULD
GENERALLY BE BACKFILLED WITH TOPSOIL FROM
THE TRENCH
6. EXCESS MATERIAL SHALL BE REMOVED TO
UPLAND AREAS UPON COMPLETION OF
UTILITY LINE.
VARIES)
1
ANTI—SEEP COLLAR DETAIL
PLAN
�ONCRETE COLLAR
NOTES:
1. CONCRETE COLLARS TO BE PROVIDED EVERY 150 FTf
IN WETLAND AREAS AS SHOWN ON DRAWINGS.
2. MANUALLY OVER EXCAVATE KEY INTO UNDISTURBED
EARTH OR ROCK TO MINIMUM DEPTH OF 6" ON SIDES
AND 12" ON BOTTOM. FORM CONCRETE SEAL TO
PREVENT WATER FLOW AROUND COLLAR.
3. FACES OF COLLAR TO BE MANUALLY FORMED
W/WOOD AND LEFT IN PLACE.
4. PROVIDE #4 BARS @ 12" OC EACH WAY.
E 4/18 JJM FINAL DESIGN NOT FOR CONSTRUCTION
D 3/18 TEM REVISED PL PER REVIEW COMMENTS
v- w ,p-�rT� ,r CT= C ��12//11'11
JMREVISED FOR EROSION CONTROL
V���l•���/��rB PSJ REVISED PERREALESTATE COMMENTS
A 1TMB ISSUED FOR REAL ESTATE REVIEW
No. I Date I By Revision
FINAL DESIGN
NOT FOR CONSTRUCTION
AUGUST 2018

2
EXISTING
I I 36" SEWER SIPHON
I I
MANHOLE RING
AN COYER
x�oo'RR' 3'x4ACCESS HATCH
W/SPLIT S.S. COVER
PROPOSED
36 SEWER
I `r`TTTr`Ti`i I JT
I
I
L J
APPI
OF F
I
I I
I
TOP PLAN
3'x4' ACCESS HATCH
W/SPLIT S.S. COVER
MANHOLE RING
AND COYER
EL. 593.50
PLAN BELOW GRADE
IVE T-0" LENGTH OF
'NG 36" RCP 1
1
36' (RCP) SEWER
73.052
L STOP PLANKS
36" (RCP)
;EWER
579.562
I—D
aEx.nx� x�. ,xxa�x �,.nxol
F e ns x w nsu casnxc
E HERZ
1 PLUG VALVE DETAIL
OVERFLOW WEIR
EL 581.66±
I 0'-10 I
BOLT IN FRAME FOR STT LOGS. I WATER TABLE
(SEE DETAIL THIS SHEET) — EL. 580.00 17
VATER TABLE EXISTING 36" (RCP) SIPHON SEWER 1 -7 III
-L. 580.00 '7 INV. EL. 579.56± III
8" PLUG VALVE
8" FLANGE & FLANGE SHAPE SIPHON CHANNEL WITH -
WALL CASTING NON -SHRINK MORTAR AFTER q'_3" 8" PLUG VALVE -
36" SEWER IS CUT AND REMOVED
AINVISTING 36" (RCP) SEWER SIPHON --------------------- ----
HANNEL
EL. 573.05±
— — — — — — — — — — — — — — — — — —EXISTNG 36" (RCP) SEWER
INV. EL. 573.05±
— — — — — — — — — — — — — —
12" 12" //4 ®12 EW TAR � � SECTION 2 DETAIL
3'-0" 5'-0"
1'-0" 8' 3'-0" 5'-0" 8" 1'-0" � �
SECTION 1
SECTION 1 SECTION 2
SCALE: 1/2" = 1'
JU.
Know what's below.
Call before you dig.
WATERSTOP DETAIL
STOP PLANK PLAN
STOP PLANK ELEVATION
x i-i/z° x Le° ss auaE
x �n� ss Pu,E
®E3mQ�
STA. 485+00
PROPOSED FLOW
DIVERSION STRUCTURE
SCALE. 3/8" = 1'
REVIEW DIVERSION STRUCTURES
STA. xxxx
PROPOSED FLOW
DIVERSION STRUCTURE
SCALE: 3/8" = 1'
FINAL DESIGN
NOT
FOR CONSTRUCTION
AUGUST 2018
E 4/18 JJM FINAL DESIGN NOT FOR CONSTRUCTION
D 3/18 TBM REVISED PL PER REVIEW COMMENTS
�
v &CR CREED
�i JJM REVISED FOR EROSION CONTROL
C ["//",
B 1 PSJ REVISED PER REAL ESTATE COMMENTS
v iv.�i�
A /17 TMB ISSUED FOR REAL ESTATE REVIEW
No, Date I By Revision

•
•
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call before you dig. V,
FINAL DESIGN
NOT FOR CONSTRUCTION
AUGUST 2018
E 4/18 JJM FINAL DESIGN NOT FOR CONSTRUCTION
D 3/18 TBM REVISED PL PER REVIEW COMMENTS
V CREEL G IQ2/1 �TA/AR SGIIFn Fn RR RFAI5 �TACONTROL
B 1/17 PSJ REVISED PER REAL ESTATE COMMENTS

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LOAD RATING - HEAVYDUTY USE WITH TYPE 1, 2, OR 3 COVER
MATERIAL -ASTM A48-CLASSWGRAY IRON FRAME SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.
COATING - UNDIPPED FRAME SHALL NOT BE OUT OF ROUND.
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Z'
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NOTES:
LOAD RATING - HEAVY DUTY USE WITH TYPE 1, 2, OR 3 COVER
MATERIAL -ASTM A48- CLASS 35 GRAY IRON FRAME SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.
COATING - UNDIPPED FRAME SHALL NOT BE OUT OF ROUND.
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LOAD RATING - HEAVYDUTY USE WITH TYPE 1, 2, OR 3 COVER
MATERIAL -ASTM A48-CLASSWGRAY IRON FRAME SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.
COATING - UNDIPPED FRAME SHALL NOT BE OUT OF ROUND.
wl
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36"
WEIGHT -135 LB. MIN., 0% MINUS TOLERANCE
os <
NOTES:
LOAD RATING- HEAVY DUTY USE WITH TYPE 1, 2, OR 3 COVER
MATERIAL - ASTM A48- CLASS 35 GRAY IRON FRAMESHALLCONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.
COATING - UNDIPPED FRAME SHALL NOT BE OUT OF ROUND.
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RISER SEALING DETAIL
NOT TO SCALE
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call before you dig.
US, FOUNDRY&MFG. CORP.
,�s�
EASTJORDAN IRON WORKS Jo
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-FACEL'
F
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i
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1vr
4•
11/Y "
I-� 26 1/4' suRrneE
WEIGHT -150 LB. MIN., 0% MINUS TOLERANCE
34'
261/4' 1,/2"
4'� 2a'
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MATERIAL -ASTM A48-CLASSWGRAY IRON FRAME SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.
COATING - UNDIPPED FRAME SHALL NOT BE OUT OF ROUND.
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NOTES:
LOAD RATING -HEAVYDUTY USE WITH TYPE 4 5 COVER
MATERIAL -ASTM 948-CLAS535 GRAY IRON FRAME SHALLCONFNFORMTODIMENSION AND WEIGHT REQUIREMENTS.
COATING - UNDIPPED FRAME SHALL NOT BE OUT OF ROUND.
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NOTES:
LOAD RATING - HEAVY DUTY USE WITH TYPE A OR 5 COVER
MATERIAL -ASTM 998 -CLASS 35 GRAY IRON FRAME SHALL CON FO TOFROUNDIMENSION AND WEIGHT REQUIREMENTS.
O
COATING -UNDIPPED FRAME SHALL NOT BE OUT OF ROUND.
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5/8" LAG
BOLTS
8" x 8" x 8' PRESSURE
TREATED POST INSTALLED
3' IN GROUND (TYP.)
5/8" LAG
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14' - 5 PANEL
STEEL FARM GATE
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28" LONG 5/16"
LINK CHAIN
6' TALL 9 -GAUGE
CHAIN LINK FENCE
TO EDGE OF SEWER
EASEMENT (TYP.)
NOTES:
1. PADLOCK TO BE PROVIDED BY CLT Water.
2. ALL HARDWARE SHALL BE GALVANIZED STEEL.
3. GATES TO BE INSTALLED WHERE DIRECTED BY OWNER/ENGINEER.
FENCE GATE DETAIL
NOT TO SOME
E 4/18 JJM FINAL DESIGN NOT FOR CONSTRUCTION
D 3/18 TBM REVISED PL PER REVIEW COMMENTS
B �171PSJ IREVISED PER REGAL GESTATE TC
1/1COMMENTS
FINAL DESIGN
NOT FOR CONSTRUCTION
AUGUST 2018

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CHARLOTTE, NORTH CAROLINA
FINAL DESIGN
SECTION A -A
7030600020-16-505
•
NOT FOR CONSTRUCTION
Job No. File NO. MCALP/NE CREEK RELIEF SEWER
AUGUST 2018
Beales
PLAN NTS PHASE 4
PROFILE
E 4/18 JJM FINAL DESIGN N FOR CONSTRUCTION
Nor. NTS
NTS STANDARD DETAILS
Know what's below.
D 3/18 TEM REVISED PL PER REVIEW COMMENTS
Vert.
SEWER
before ou dl g
JJREVISEDFOR EROSION CONTROLCall
� C [12�1'JIPSM
V B REVISED PER REAL ESTATE COMMENTS
As Built DoteY
`v%M�IQMCREED A g 1TMB ISSUED FOR REAL ESTATE REVIEW
\/
Sheet Of
M&C JEM NJR CES F 37
No, Date By Revision
Surveyed By Designed By Drawn By Project -Eng, Approved By Dote

NU I ES:
O ANCHOR HIGH PERFORMANCE TURF REINFORCEMENT MAT AS
SHOWN IN DETAIL E (THIS SHEET)
O HIGH PERFORMANCE TURF REINFORCEMENT MAT, PYRAMAT 75
BY PROPEX OR EQUA WITH LIVE STAKING AS SHOWN IN
o� ZONE A ZONE B ZONE C DETAIL D (THIS SHEET
N� (UPLAND ZONE) (UPPER SLOPE) LOWER SLOPE 3Q FILER FABRIC, MIRAFI OR EQUAL.
c CLASS I RIP RAP 24" THICK NTH JOINT
xm ® PLANTING AS SHOWN IN DETAIL C (THIS SHEET)
wy O TO A WIDTH OF 1
ALONG STRE MBANKSP RAP PLACEMENTM UST CEN ER DMITED ON THE SANITARY SEWER FEET
Zi APPROX. TOP CROSSING. NO RIP RAP SHALL BERIP RAP SHALL BE PLACED WITHIN THE CREEK
CREEK
OF STREAM BANK BED.
2'
XT � NORMAL
WATER LEVEL
1 2 SCOUR LINE o H
_ 2', MIN.
�y�%/1\/�%/�%/�%/1x'/,/�%/,\/�\2X MIND BEYONDFRIPRICA
P
CREEK BED
PROPOSED
SANITARY SEWER
DETAIL A — STREAMBANK RESTORATION
NOES:
(D ANCHOR HIGH PERFORMANCE TURF REINFORCEMENT
MAT AS SHOWN IN DETAIL E (THIS SHEET)
o W O HIGH PERFORMANCE TURF REINFORCEMENT MAT,
PYRAMAT 75 BY PROPER OR EQUAL, WITH LIVE
m ZONE A ZONE B ZONE C STAKING AS SHOWN IN DETAIL D (THIS SHEET)
(UPLAND ZONE) (UPPER SLOPE) (LOWER SLOPE) Q3 FILER FABRIC, MIRAFI OR EQUAL.
® CLASS I RIP RAP 24" THICK WITH JOINT
PLANTING AS SHOWN IN DETAIL C (THIS SHEET)
NO RIP RAP SHALL BE RIP RAP SHALL BE PLACED WITHIN THE
CREEK BED.
APPROX TOP
OF STREAM BANK
2'
2'
I � NORMAL
WATER LEVEL
2
SCOUR LINE FI
3 Z' 4/ N OR
PROPOSED
SANITARY SEWER CREEK BED
DETAIL B — STREAMBANK RESTORATION
NOTE:
REFER TO USDA WEBSITE AT HTTP: //PLANTS.USDA.GOV/PLANTS
FOR ADDITIONAL DETAILS FOR ANY OF THE LISTED SPECIES
ju.
Know what's below.
Call before you dig.
PLANTING SCHEDULE
RIPARIAN ZONE (PIEDMONT REGION)
FINAL DESIGN
NOT FOR CONSTRUCTION
AUGUST 2018
v,NICK]AIIII&OMED
EXISTING TREES
AND VEGETATION
eaa `ZONE A
EXISTING TOP
OF BANK
/ ( • • • EXISTING TREES
AND VEGETATION
SPACING PER ZONE B
PLANTING SCHEDULE
1/3 H
SPACING PER �• • ZONE C OR 4' MINIMUM
PLANTING SCHEDULE
• • • EXISTING TO
_ OF SLOPE
— F
LOW
— �CREEK CENTERLINE
PLAN VIEW SPACING PATTERN FOR
LIVE STAKING AND JOINT PLANTING
FSTARI ISHFn PI ANT SHOWN
DETAIL C
JOINT PLANTING (IN RIP RAP)
INSTALL HIGH PERFORMANCE TURF REINFORCEMENT
MAT OVER SEED PER PLANTING SCHEDULE
/ t ESTABLISHED PLANT SHOWN
I1/ ? FOR INFORMATION ONLY
INSTALL SPLIT 2" X 4" X
0 30"
DEAD STOUT STAKES PER
SPECIFICATIONS OR STAPLE
PER MANUFACTURERS
REQUIREMENTS
0
PLANTING TO TOP
0 o OF RIP RAP (TYP;
IE CUTTING(DORMANn EXISTING
ANTING SCHEDULE FOR GROUND
Y LAYOUT
DETAIL D
LIVE STAKE (IN EARTH)
CREEK BED
FABRIC
SPITA EXg ANG ,r
K T�
12"
6"
HIGH PERFORMANCE
NRF REINFORCEMENT
MAT
INSTALL SPLIT 2" X 4" X
30"
DEAD STOUT STAKES PER
SPECIFICATIONS OR STAPLE
PER MANUFACTURERS
REQUIREMENTS
DETAIL E
HIGH PERFORMANCE TURF
REINFORCEMENT MAT
ANCHOR DETAIL
CH a RLOTTE
W6TER CHARLOTTE WATER
ENGINEERING DIVISION
MAXIMUM RATE
CHARLOTTE, NORTH CAROLINA
ROOT SYSTEM:
Job No. File No.
RIPARIAN
ZONE
TYPE OF PLANTING
COMMON NAME
BOTANICAL NAME
OR MINIMUM
SPACING
LIGHT
CONDITIONS
SOIL
CONDITION
SU FACE (S)
OR TAP T)
"SIZE: HEIGHT,
DIAMETER"
SPECIAL NOTES
BENEFITS
Hoc NTS
1) DECIDUOUS TREE
RED MAPLE
AGER RUBRUM
30' MIN.
SUN
MOIST OR DRY
TAP / S1'-2'
60' TO 9O / 2.5'
SEEDLINGS OR CONTAINER (3-15 GAL)
CUTTINGS IN JUNE FROM LOWER BRANCHES
ZONE A
M&C
PER
DIOSPYROS VIRGINIANA L
30'
FULL SUN / PART SHADE
MOIST OR DRY
DEEP TAP
20' TO 70' / 1' - 2'
SEEDLINGS OR CONTAINER (3-15 GAL)
"UNDERSTORT SPECIES„ DEEP ROOTS, FRUIT HIGHLY USED BY WLDUFE"
(UPLAND ZONE)
Drawn B y
TULIP POPLAR
LIRIODENDRON TULIPFERA L.
30'
SUN
MOIST
DEEP TAP ROOT 10' - 20'
80" TO 120' / Y-3'
SEEDLINGS OR CONTAINER (3-15 GAL)
WILLOW OAK
QUERCUS PHELLOS
30' MIN.
SUN
MOIST OR DRY
TAP / S 1' - 6'
50 - 90' / 1'-2'
"SEEDLINGS, CONTAINER (3-15 GAL) OR DIPPLE ACORNS OVER AREA
"SLOW GROWING , TRANSPLANTS EASILY"
2) EVERGREEN TREE
AMERICAN HOLLY
ILEX OPACA
15' MIN.
SUN/PART SHADE
MOIST OR DRY
STRONG TAP ROOT / S V-10'
40'-70' / V-2'
SEEDLINGS OR CONTAINER (3-15 GAL)
"MIXED HARDWOOD FOREST, BRIGHT RED BERRIES"
SOUTHERN MAGNOLIA
MAGNOLIA GRANDIFLORA
30' MIN.
SUN
MOIST OR DRY
DOMINANT DEEP TAP
60'-80' / 2'-3'
SEEDLINGS OR CONTAINER (3-15 GAL)
TRANSPLANTS EASILY
CAROLINA HEMLOCK
TOUGA CAROJANA
20'
SUN/PART SHADE
MOIST OR DRY
MAJOR TAP ROOT / S V-6'
40' TO 60' / 2'
SEEDLINGS OR CONTAINER (3-15 GAL)
"SLOW GROWING, LONG LIVED, TOPSTORY SPECIES"
3) DECIDUOUS SHRUB
AMERICAN BEAUTYBERRY
CAWCARPA AMERICANA
S MIN.
FULL SUN / PART SHADE
DRY
15' X 10'
SEEDLINGS OR CONTAINER (3-5 GAL)
FAST GROWING
CATAWBA RHODODENDRON
RHODODENDRON CATAWHIEN
10'
SUN
MOIST OR DRY
15' X 10'
SEEDLINGS OR CONTAINER (3-5 GAL)
TAST GROWING, FORMS 7iICKETS"
HUCKLEBERRY, GOOSEBERRY
VACCINIUM STAMINEUM
8' MIN.
SUN
MOIST OR DRY
20' X 15'
SEEDS, SEEDLING, CONTAINER (1-5 GAL) OR CUTTINGS
FAST GROWING
4) EVERGREEN SHRUB
YAUPON
ILEX VOMITORIA
8' MIN.
SUN
MOIST OR DRY
15' X 10'
SEEDLINGS OR CONTAINER (3-15 GAL)
FAST GROWING
LEUCOTHOE
LEUCOTHOE SP,
MIN.
SHADE/PTSUN
MOIST
"SEEDLINGS OR CONTAINER (3-15 GAL), GROWS TO 6' TALL"
5) BUNCH/TURF GRASS
MIX 1 (FULL SUN)
BROOM SEDGE
ANDROPOGON VIRGINICUS
10% OF MIX
SUN
DRY OR MOIST
"S 6"
FERTLIZE WITH 20 POUNDS/ACRE 19-19-19
FLOWERS; STABILIZING PERRENIAL; CLUMPY
ZONE B
1) DECIDUOUS TREE
RED MAPLE
ACER RUBRUM
30' MIN.
SUN
WET OR DRY
TAP / St' -2'
60' TO 90' / 2.5'
SEEDLINGS OR CONTAINER (3-15 GAL)
CUTTINGS IN JUNE FROM LOWER BRANCHES
(UPPER SLOPE)
WATER OAK
QUERCUS NIGRA
30' MIN.
SUN
WET OR DRY
S 1' - 6'
50' - 100' / V-2'
"SEEDLINGS. CONTAINER (3-15 GAL) OR DIPPLE ACORNS OVER AREA"
"CAN TOLERATE SOME FLOODING, TRANSPLANTS EASILY, FAST GROWTH"
2) EVERGREEN TREE
AMERICAN HOLLY
ILEX OPACA
15' MIN.
SUN/PART SHADE
WET OR DRY
STRONG TAP ROOT / S V-10'
40'-70' / V-2'
SEEDLINGS OR CONTAINER (3-15 GAL)
"MIXED HARDWOOD FOREST, BRIGHT RED BERRIES"
SOUTHERN MAGNOLIA
MAGNOLIA GRANDIFLORA
30' MIN.
SUN
WET OR DRY
DOMINANT DEEP TAP
60'-80' / 2'-3'
SEEDLINGS OR CONTAINER (3-15 GAL)
TRANSPLANTS EASILY
3) DECIDUOUS SHRUB
SILKY DOGWOOD
CORNUS AMOMUM
2' MIN.
FULL SUN / PART SHADE
WET OR MOIST
10 X e
LIVE STAKE OR JOINT PLANING
FAST GROWING
ELDERBERRY
SAMBUCUS CANADENSIS
3' MIN.
FULL SUN / PART SHADE
WET OR MOIST
10 X 10
LIVE STAKE OR — PLANING
FAST GROWING PROLIFIC BERRIES
4) EVERGREEN SHRUB
POSSUMHAW
ILEX DEGJA/VERTCILLATA
e' MIN.SUN
MOIST OR DRY
SEEDLINGS OR CONTAINER (3-5 GAL)
LEUCOTHOE
LEUCOTHOE SP.
4' MIN,
SHADE/PT.SUN
MOIST OR DRY
SEEDLINGS OR CONTAINER (3-5 GAL)
5) BUNCH/TURF GRASS
"SEE SECTION A, ABOVE"
FERTILIZE WITH 20 LBS.OF 19-19-19 PER ACRE AT TIME OF SEEDING
ZONE C
1) DECIDUOUS SHRUB
SILKY DOGWOOD
CORNUS AMOMUM
2' MIN,
FULL SUN / PART SHADE
WET OR MOIST
10' X 8'
LIVE STAKE OR JOINT PLANING
FAST GROWING
BLACK WILLOW
SAUX NIGRA
2' MIN.
FULL SUN / PART SHADE
WET OR MOIST
LIVE STAKING RECOMMENDED
(LOWER SLOPE)
2) BUNCH/TURF GRASS
"SEE SECTOR A. ABOVE"
NOTE:
REFER TO USDA WEBSITE AT HTTP: //PLANTS.USDA.GOV/PLANTS
FOR ADDITIONAL DETAILS FOR ANY OF THE LISTED SPECIES
ju.
Know what's below.
Call before you dig.
PLANTING SCHEDULE
RIPARIAN ZONE (PIEDMONT REGION)
FINAL DESIGN
NOT FOR CONSTRUCTION
AUGUST 2018
v,NICK]AIIII&OMED
EXISTING TREES
AND VEGETATION
eaa `ZONE A
EXISTING TOP
OF BANK
/ ( • • • EXISTING TREES
AND VEGETATION
SPACING PER ZONE B
PLANTING SCHEDULE
1/3 H
SPACING PER �• • ZONE C OR 4' MINIMUM
PLANTING SCHEDULE
• • • EXISTING TO
_ OF SLOPE
— F
LOW
— �CREEK CENTERLINE
PLAN VIEW SPACING PATTERN FOR
LIVE STAKING AND JOINT PLANTING
FSTARI ISHFn PI ANT SHOWN
DETAIL C
JOINT PLANTING (IN RIP RAP)
INSTALL HIGH PERFORMANCE TURF REINFORCEMENT
MAT OVER SEED PER PLANTING SCHEDULE
/ t ESTABLISHED PLANT SHOWN
I1/ ? FOR INFORMATION ONLY
INSTALL SPLIT 2" X 4" X
0 30"
DEAD STOUT STAKES PER
SPECIFICATIONS OR STAPLE
PER MANUFACTURERS
REQUIREMENTS
0
PLANTING TO TOP
0 o OF RIP RAP (TYP;
IE CUTTING(DORMANn EXISTING
ANTING SCHEDULE FOR GROUND
Y LAYOUT
DETAIL D
LIVE STAKE (IN EARTH)
CREEK BED
FABRIC
SPITA EXg ANG ,r
K T�
12"
6"
HIGH PERFORMANCE
NRF REINFORCEMENT
MAT
INSTALL SPLIT 2" X 4" X
30"
DEAD STOUT STAKES PER
SPECIFICATIONS OR STAPLE
PER MANUFACTURERS
REQUIREMENTS
DETAIL E
HIGH PERFORMANCE TURF
REINFORCEMENT MAT
ANCHOR DETAIL
CH a RLOTTE
W6TER CHARLOTTE WATER
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
7030600020-16-505
Job No. File No.
McALPINE CREEK RELIEF SEWER
s -les
PHASE 4
PLAN NTS
PROFILE
E 4/18 JJM FINAL DESIGN NOT FOR CONSTRUCTION
Hoc NTS
SURFACE WATER MdPROVEMENT
D 3/18 TBM REVISED PL PER REVIEW COMMENTS
Vert. NTS
AND MANAGEMENT (S.W.I.M.)
C 12/1 JJM REVISED FOR EROSION CONTROL
STREAMBANK STABILZATION DETAILS
B 1/17 PSJ REVISED PER REAL ESTATE COMMENTS
As BUilt Date
A 9 17 TMB ISSUED FOR REAL ESTATE REVIEW
M&C
JEM
NJR
CES
Sheet
G
Of
37
Jo. Date B Revision
Y
Surve d B
ye y
gn y
Desi ed B
Drawn B y
Pro' ct-En
)e gr
A ved B
ppro y
Date

SILT FENCE DETAIL
EROSION CONTROL NOTES
1. OBTAIN GRADING/ERMON CONTROL PLAN APPROVAL FROM THE NCDEO LAND QUALITY SECTION. MOORII REGIONAL OFFICE.
2. SET UP A W -SITE PRECONSTRUCTON CONFERENCE PITH EROSION CONTROL INSPECTOR OF THE LAND QUALITY SECTION. MOORESMLIi REGIONAL OFFICE PH. 704-883-1699 TO DISCUSS EROSION CONTROL MEASURES. FAILURE
M SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 18 OF TINE CITY CODE AND IS SUBJECT TO FINE
3. INSTALL SILT FENCE. INLET PROTECTION, SEDIMENT TRAPS, DIVERSION DITCHES. TREE PROTECTION. AND OTHER MEASURES AS SHOWN ON PLANS. CLEARING ONLY AS NECESSARY TO INSTALL THESE DEMCES.
4. CALL 70-863-1899 FOR AN CN -SIZE INSPECTION BY ENGINEERING INSPECTOR UPON INITIAL CLEARING, GRUBBING. AND EROSION CONTROL INSTALLATION,
5. MAINTAIN EROSION CONTROL DEVICES AS NEEDED.
6. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
7. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AMCULTURE, U.S. SOL CONSERVATION SERVICE,
AND THE NCDEQ LAND QUALITY SECTION, MOORESMLLE REGIONAL OFFICE.
8. THE CONTRACTOR SHALL DILIGENTI.Y AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. TINE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE NCDEQ LAND QUALITY
SECTION, MOORESMLIE REGIONAL OFFICE EROSION INSPECTOR SO MAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGS OF CONSTRUCTION.
9. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
10. ON-SITE BURIAL PI15 REWIRE AN ON -ATE DEMOLITION LANDFILL PERMIT AS DEFINED IN NORTH CAROLINA ADMINISTRATIVE CODE TITLE 15A SUBCHAPTER 138.
11. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON TILE PLAN IS A VIOLATION OF TILE NCDEQ EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
12. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF TINE NCUEQ ERMON CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
13. GROUND STABILIZATW MEASURES SHALL OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER IRAN 3:1. AND GROUND STABILIZATION MUST OCCUR WITHIN 14 DAYS ON OTHER AREAS. SEE 'STAMUZATON
TMEFRAMI CHART ON THIS SHEET FOR GROUND STABILIZATION TIMEFRAME REQUIREMENTS.
14. TEMPORARY AND PERMANENT STABILIZATION SHALL BE ACHIEVED WITH A COVER DENSITY OF AT MINIMUM BOX WHERE COVER IS DISTRIBUTED EMDILY AND UNIFORMLY.
15. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY 7 DAYS OR AFTER EACH RAI OCCURRENCE MAT EXCEEDS 1/2 INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED,
AS NECESSARY. CONTRACTOR SHALL MAINTAIN INSPECTION RECORDS IN ACCORDANCE 'MTH TINE NCG010000 GENERAL PERMIT PER SECTION II.B.3
16. STOCKPILE MATERIAL SHALL BE PROMDED WITH GROUND COVEN UPON COMPLETION OF ANY PHASE OF WORK. ALL MULCH MUST BE TACKED MTIH EMULSIFIED ASPHALT.
17. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE CF Ni
18. BASED ON FEW CONDITIONS EXCAVATED SOL SHALL BE PLACED UP GRADIENT OF TRENCH OR BORE PIT.
18. CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON ROADWAYS ANY MUD OR SOL TRACKED ON ROADWAYS SHALL BE CLEANED DAILY.
20. WHEN DEWATERING TRENCHES, CONTRACTOR SHALL PUMP TURBID WATER THROUGH FILTER BAGS OR TO A SEDIMENT AND EROG NN CONTROL MEASURE WITH SUFFICIENT CAPACITY.
21. EROSION CONTROL MEASURES SHALL BE PROMDED AS REWIRED FOR PARKING, STOCKPILING, AND STAGING AREAS.
22. PLEASE CONTACT THE MOCRESMLLE REGIONAL OFFICE AT 704-663-1899 TO ADMSE DN START DAM AND SCHEDULE A PRECONSTRUCTION MEETING.
23. SURFACE EXPOSURE SHOULD BE KEPT TO A REASONABLE LENGTH AT ANY ONE TIME (H.a.: 500 LF) OPEN AT ONE TIME.
ju.
Know what's below.
Call before you dig.
STABILIZATION TIMEFRAMES
I�NPWnAt T.2M•1
12 GUAGE 4 X 4 OR 2 X 4 WELDED WIRE
EMEPRAME EXOE--.
P.HlnnlrlTY...lwwe. selTYE. •Np.a
HOOKED INTO PREFORMED CHANNELS ON
Nene
HIQNOwIpy WAeeI IIIOPA 2aneN
METAL POST.
m m
1 --ii-
ULTRAVIOLET RESISTANT GEOTEXTILE
C✓J
C�,� S�-) 4,J
O 9"B -1 -fl-,
FABRIC OR EQUIVALENT SECURED TO
WIRE W/ METAL CLIPS OR WIRE AT
w U (7' 1 w (�' 1
OAtl PI.P,rxss4lni�ea llrTF. Llan 4:1
8" OFF CENTER.
Hww, escep for perrt,eHers anc N41MS
STABIUZAT10N GRASS
MAX. SEDIMENT STORAGE LEVEL
u�
TYPE
IS 1/2 HEIGHT. REMOVE SEDIMENT
T
3'
WHEN THIS LEVEL IS REACHED
SEP. 1 - MAR. 1
COMMISSION
OR AS DIRECTED BY THE Clt W
MAR. 1 - JUN. 1
SERICEA LESPEDEZA (SCARIFIED)
REPRESENTATIVE INSPECTOR.
NOV. 1 - MAR. 1
ADD ABRUZZI RYE
SHEET DRAINAGE ONLY.
INCORRECT CORRECT
6"?la�i,�I
NATURAL GRADE.
(MAR. 1 - JUN. 30)
OR ADD WEEPING LOVEGRASS
CARRY 6 TO 12 INCHES OF FABRIC INTO
NOTE:
OR ADD HULLED COMMON BERMUDAGRASS
- // TRENCH COVER W/ SOIL, TAMP & BACKFILL.
���� gg LLLL gE LLS�EE DD LL E
IA SMINIMUM OF 1H0 M
•* TALL FESCUE AND
CARRY 6" OF WARE INTO TRENCH.
TREERBRANCHES OR FTRIFIR TR%NK.18"
• BROWNTOP MILLET
35 LBS/ACRE
*• OR SORGHUM - SUDAN HYBRIDS
STEEL POSTS AT 10' O.C. MAX.
TREE PROTECTION DETAIL
SERICEA LESPEDEZA (UNHULLED - UNSCARIFlED)
POSTS MUST BE 18" DEEP MINIMUM.
AND TALL FESCUE
NOTES:
(NOV. 1 - MAR 1)
AND ABRUZZI RYE
1. SILT FENCES SHOULD NOT BE USED AT PIPE OUTLETS
OR IN AREAS OF CONCENTRATED FLOWS (CREEKS,
DITCHUNES, SWALES ETC.)
2. PREFABRICATED SILT FENCE IS NOT ACCEPTABLE.
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED BY TIE NNANCIALLY RESPONSIBLE PARTY OR
HIS AGENT IMMEOATEY MER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECINE PRM TO THE END OF
THE FG(PECTEO USABLE UK AND THE BARRIER SRU. IS NEOESSAIG THE FABRIC
SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT OR SILT
FENCE SHOULD BE REPIACED. SEDIMENT DEPOSITS MUST BE REMOVED WHEN
DEPOSITS REACH HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS
REMAINING IN PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO
CONFORM TO TIE EKISTING GRADE. PREPARED AND SEEDED.
SILT FENCE DETAIL
EROSION CONTROL NOTES
1. OBTAIN GRADING/ERMON CONTROL PLAN APPROVAL FROM THE NCDEO LAND QUALITY SECTION. MOORII REGIONAL OFFICE.
2. SET UP A W -SITE PRECONSTRUCTON CONFERENCE PITH EROSION CONTROL INSPECTOR OF THE LAND QUALITY SECTION. MOORESMLIi REGIONAL OFFICE PH. 704-883-1699 TO DISCUSS EROSION CONTROL MEASURES. FAILURE
M SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 18 OF TINE CITY CODE AND IS SUBJECT TO FINE
3. INSTALL SILT FENCE. INLET PROTECTION, SEDIMENT TRAPS, DIVERSION DITCHES. TREE PROTECTION. AND OTHER MEASURES AS SHOWN ON PLANS. CLEARING ONLY AS NECESSARY TO INSTALL THESE DEMCES.
4. CALL 70-863-1899 FOR AN CN -SIZE INSPECTION BY ENGINEERING INSPECTOR UPON INITIAL CLEARING, GRUBBING. AND EROSION CONTROL INSTALLATION,
5. MAINTAIN EROSION CONTROL DEVICES AS NEEDED.
6. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
7. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AMCULTURE, U.S. SOL CONSERVATION SERVICE,
AND THE NCDEQ LAND QUALITY SECTION, MOORESMLLE REGIONAL OFFICE.
8. THE CONTRACTOR SHALL DILIGENTI.Y AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. TINE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE NCDEQ LAND QUALITY
SECTION, MOORESMLIE REGIONAL OFFICE EROSION INSPECTOR SO MAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGS OF CONSTRUCTION.
9. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
10. ON-SITE BURIAL PI15 REWIRE AN ON -ATE DEMOLITION LANDFILL PERMIT AS DEFINED IN NORTH CAROLINA ADMINISTRATIVE CODE TITLE 15A SUBCHAPTER 138.
11. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON TILE PLAN IS A VIOLATION OF TILE NCDEQ EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
12. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF TINE NCUEQ ERMON CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
13. GROUND STABILIZATW MEASURES SHALL OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER IRAN 3:1. AND GROUND STABILIZATION MUST OCCUR WITHIN 14 DAYS ON OTHER AREAS. SEE 'STAMUZATON
TMEFRAMI CHART ON THIS SHEET FOR GROUND STABILIZATION TIMEFRAME REQUIREMENTS.
14. TEMPORARY AND PERMANENT STABILIZATION SHALL BE ACHIEVED WITH A COVER DENSITY OF AT MINIMUM BOX WHERE COVER IS DISTRIBUTED EMDILY AND UNIFORMLY.
15. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY 7 DAYS OR AFTER EACH RAI OCCURRENCE MAT EXCEEDS 1/2 INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED,
AS NECESSARY. CONTRACTOR SHALL MAINTAIN INSPECTION RECORDS IN ACCORDANCE 'MTH TINE NCG010000 GENERAL PERMIT PER SECTION II.B.3
16. STOCKPILE MATERIAL SHALL BE PROMDED WITH GROUND COVEN UPON COMPLETION OF ANY PHASE OF WORK. ALL MULCH MUST BE TACKED MTIH EMULSIFIED ASPHALT.
17. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE CF Ni
18. BASED ON FEW CONDITIONS EXCAVATED SOL SHALL BE PLACED UP GRADIENT OF TRENCH OR BORE PIT.
18. CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON ROADWAYS ANY MUD OR SOL TRACKED ON ROADWAYS SHALL BE CLEANED DAILY.
20. WHEN DEWATERING TRENCHES, CONTRACTOR SHALL PUMP TURBID WATER THROUGH FILTER BAGS OR TO A SEDIMENT AND EROG NN CONTROL MEASURE WITH SUFFICIENT CAPACITY.
21. EROSION CONTROL MEASURES SHALL BE PROMDED AS REWIRED FOR PARKING, STOCKPILING, AND STAGING AREAS.
22. PLEASE CONTACT THE MOCRESMLLE REGIONAL OFFICE AT 704-663-1899 TO ADMSE DN START DAM AND SCHEDULE A PRECONSTRUCTION MEETING.
23. SURFACE EXPOSURE SHOULD BE KEPT TO A REASONABLE LENGTH AT ANY ONE TIME (H.a.: 500 LF) OPEN AT ONE TIME.
ju.
Know what's below.
Call before you dig.
STABILIZATION TIMEFRAMES
I�NPWnAt T.2M•1
SIZE AREA 099 PIPTgH ST"I ATOM
EMEPRAME EXOE--.
P.HlnnlrlTY...lwwe. selTYE. •Np.a
ylayE
Nene
HIQNOwIpy WAeeI IIIOPA 2aneN
flays
Nene
1 --ii-
TCap
I PbpePan l9'abas In lmg[n alp are
eqm tlrn 2:I, 14 dry: re "Y"r,vd.
O 9"B -1 -fl-,
-drys
Tdrys lw sbpPs gmaMrLlun Bo'In ImgA
OAtl PI.P,rxss4lni�ea llrTF. Llan 4:1
xdrys
Hww, escep for perrt,eHers anc N41MS
SPACING OF WATER BARS
SLOPE (R)
SPACING (FT)
<5
125
5 TO 10
100
10 TO 20
75
20 TO 25
50
>35
25
� J
PLAN 1. HEIGHT SHALL BE OF 18 INCH MINIMUM MEASURED
FROM THE CHANNEL BOTTOM TO THE RIDGE TOP.
2. SIDE SLOPE SHALL BE 2:1 OR FLATTER, 3:1 OR
FLATTER WHERE VEHICLES CROSS.
3. BASE WIDTH OF RIDGE SHALL BE 6 FT MINIMUM.
4. A CROSSING ANGLE SHALL BE SELECTED TO
PROVIDE A POSITIVE GRADE NOT TO EXCEED 21&.
EARTHEN RIDGE 5. DIVERSIONS SHALL HAVE STABLE OUTLETS, EITHER
NATURAL OR CONSTRUCTED. SITE SPACING
9" HB FTI + MAY NEED TO BE ADJUSTED FOR FIELD CONDITIONS
LOPE TO USE THE MOST SUITABLE AREAS FOR WATER
DISPOSAL.
I-
6. INSTALL THE DIVERSION AS SOON AS THE AREA
-I I ITTi II I -I iI I- HAS BEEN CLEARED AND GRADE.
' 7. DISK THE BASE FOR THE CONSTRUCTED RIDGE
BEFORE PLACING FILL.
TYPICAL SECTION VIEW 8. TRACK THE RIDGE TO COMPACT IT TO THE DESIGN
CROSS SECTION.
9. LOCATE THE OUTLET ON AN UNDISTURBED AREA.
ADJUST FIELD SPACING OF THE DIVERSION TO USE
WATER BARS THE MOST STABLE OUTLET AREAS. WHEN NATURAL
AREAS ARE NOT DEEMED SATISFACTORY, PROVIDE
OUTLET PROTECTION.
10. IMMEDIATELY SEED AND MULCH THE PORTIONS OF
THE DIVERSIONS NOT SUBJECT TO CONSTRUCTION
TRAFFIC. STABILIZE WITH GRAVEL AREA TO BE
CROSSED BY VEHICLES.
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL . MULCH IM
CONCHIONS, IF AVAILABLE. B. INSPECT ALL SEEDED
TER SEEDING AN ANCHOR MULCH.
AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3, REMOVE ALL LOOSE ROCK, ROOTS. AND
REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL UME, FERTILIZER,
THE PLANTING SEASON, IF POSSIBLE IFS AND SHOULD BE OVER 6 R DAM D
OTHER OBSTRUCTIONS LEAMNG SURFACE REESTABLISHED FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION
AFTERIS
AND SUPERPHOSPHATE UNIFORMLY AND MIX
FAPPLN AGRICULTURALRMANENT RLIMESTONELI2 DT ONS/ACRE OR 3 TONS/ACRE IN CLAY SOILS
IWTH SOIL (SEE BELOW").
FERTLIZER - 1000 LBS/ACRE
(10-10-10)
5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED,
5 PREPARED 4 TO 6 INCHES DEEP.
FIRM, REASONABLY UNIFORM SEEDBED SUPERPHOSPHATE - 500 LBS/ACRE (209.)
MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW)
6. SEED ON A FRESHLY PREPARED SEEDBED
EQUIPMENT OR CULTPACK AFTER SEEDING.
AND COVER SEED LIGHTLY WITII SEEDING
25 LBS/ACRE
MAR. 1 - APR. 15
TYPE "A"
300 LBS/ACRE
APR. 15 - JUN. 30
SEEDING SCHEDULE FOR
25 LBS/ACRE
JUL. 1 - AUG. 15
STABIUZAT10N GRASS
120 LBS/ACRE
DATE
TYPE
PLANTING RATE
MAR. 15 - MAY 15
PERI�ENNIAL SEED MIX
N. NILDUFE RESOURCES
10 LBS/ACRE
SEP. 1 - MAR. 1
COMMISSION
70 LBS/ACRE
MAR. 1 - JUN. 1
SERICEA LESPEDEZA (SCARIFIED)
50 LBS/ACRE
NOV. 1 - MAR. 1
ADD ABRUZZI RYE
25 LBS/ACRE
(MAR. 1 - APR. 15)
ADD TALL FESCUE
120 LBS/ACRE
(MAR. 1 - JUN. 30)
OR ADD WEEPING LOVEGRASS
10 LBS/ACRE
(MAR. 1 - JUN. 30)
OR ADD HULLED COMMON BERMUDAGRASS
25 LBS/ACRE
JUN. 1 - SEP 1
•* TALL FESCUE AND
120 LBS/ACRE
• BROWNTOP MILLET
35 LBS/ACRE
*• OR SORGHUM - SUDAN HYBRIDS
30 LBS/ACRE
SEP. 1 - MAR. 1
SERICEA LESPEDEZA (UNHULLED - UNSCARIFlED)
70 LBS/ACRE
AND TALL FESCUE
120 LBS/ACRE
(NOV. 1 - MAR 1)
AND ABRUZZI RYE
25 LBS/ACRE
TYPE "B"
DEPARTMENT OF TRANSPORTATION
SEEDING SCHEDULE
SHOULDERS. SIDE DITCHES. SLOPES (MAX. 3:1
DATE
TYPE
PLANTING RATE
AUG. 15 - NOV. 1
TALL FESCUE
300 LBS/ACRE
NOV. 1 - MAR. 1
TALL FESCUE
300 LBS/ACRE
MAR. 1 - APR. 15)
& ABRUZZI RYE
25 LBS/ACRE
MAR. 1 - APR. 15
TALL FESCUE
300 LBS/ACRE
APR. 15 - JUN. 30
HULLED COMMON BERMUDAGRASS
25 LBS/ACRE
JUL. 1 - AUG. 15
TALL FESCUE AND
120 LBS/ACRE
•• BROWNTOP MILLET
35 LBS/ACRE
••' OR SORGHUM - SUDAN HYBRIDS
30 LBS/ACRE
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL IN-
FORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS.
+• TEMPORARY -- RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE
MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
MC M&CREED
8020 Tower Point Drive FINAL DESIGN
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone] NOT FOR CONSTRUCTION
F-1222667 EB0006691 AUGUST 2018
F-1222
WWW.nckincreeLJ.c Om
Project No. 14320063
10' MI
DETAIL - PLAN VIEW OF RIP RAP PLACEMENT LIMITS
SANITARY SEWER
RIP RAP 24" THICK
IN PLANTING AS SHOWN
IL C (SHEET G)
HIGH PERFORMANCE
TURF REINFORCEMENT
MAT WITHIN CLEARING
LIMITS, WITH LIVE
STAKING AS SHOWN IN
DETAIL D (SHEET G)
GENERAL AND PROPOSED REGIONAL (NORTH CAROLINA) CONDITIONS
Nationwide Permit No. 12 Effective Date: 19 March 2007
1. THE AREA OF DISTURBANCE IN WATERS OF THE U.S. (I.E., WETLANDS AND STREAM CHANNEL) WILL BE LIMITED TO THE
MINIMUM NECESSARY TO INSTALL THE UTILITY LINE. WORK CORRIDORS WILL NOT EXCEED 40 FEET IN WIDTH.
2. MATERIALS RESULTING FROM TRENCH EXCAVATION MAY BE TEMPORARILY SIDECOST INTO WATERS OF THE U.S. FOR UP TO
THREE MONTHS.
3. EXCESS MATERIAL MUST BE REMOVED TO UPLAND AREAS IMMEDIATELY UPON COMPLETION OF CONSTRUCTION.
4. THE TOP 6" TO 12" OF THE TRENCH SHOULD BE BACKFILLED WITH TOPSOIL FROM THE TRENCH.
5. THE TRENCH CAN NOT BE CONSTRUCTED IN SUCH A WAY AS TO DRAIN WATERS OF THE ULS. (E.G., WITH EXTENSIVE
GRAVEL TO CREATE A FRENCH DRAIN EFFECT).
6. THE TEMPORARY DISCHARGE OF EXCAVATED OR FILL MATERIAL WILL BE FOR THE ABSOLUTE MINIMUM PERIOD OF TIME
NECESSARY TO COMPLETE THE WORK. TEMPORARY DISCHARGES WILL BE FULLY CONTAINED WITH APPROPRIATE EROSION
CONTROL METHODS OR OTHERWISE SUCH FILLS WILL CONSIST OF NON - ERODIBLE MATERIALS.
7. APPROPRIATE EROSION AND SILTATION CONTROLS MUCH BE USED AND MAINTAINED DURING
CONSTRUCTION. ALL EXPOSED SOIL AND OTHER FILLS, AS WELL AS ANY WORK BELOW THE ORDINARY HIGH WATER MARK
MUST BE PERMANENTLY STABILIZED AT THE EARUEST PRACTICABLE DATE.
S. ANY EXPOSED STREAM BANKS AND SLOPES MUST BE STABILIZED IMMEDIATELY UPON COMPLETION
OF THE UTILITY LINE CROSSING OF EACH WATERBODY.
9. FILTER CLOTH IS REQUIRED PRIOR TO THE PLACEMENT OF RIP RAP MATERIAL.
10. ACCESS ROADS MUST BE CONSTRUCTED SO THAT THE LENGTH OF THE ROAD MINIMIZES THE
ADVERSE EFFECTS ON WATERS OF THE U.S. AND MUST BE AS NEAR AS POSSIBLE TO
PRECONSTRUCTION CONTOURS/ELEVATIONS. ACCESS ROADS CONSTRUCTED ABOVE
PRECONSTRUCTION ELEVATIONS MUST BE PROPERLY BRIDGED OR CULVERTED TO MAINTAIN
SURFACE FLOWS.
11. THE WORK MUST BE PERFORMED IN A MANNER SO AS TO MINIMIZE ANY DEGRADATION OF WATER
QUALITY.
12. CLEARED WETLAND AREAS WILL BE REVEGETATED TO THE MAXIMUM EXTENT PRACTICABLE WITH NATIVE CANOPY, SHRUB
AND HERBACEOUS SPECIES. FESCUE GRASS WILL NOT BE UTILIZED.
13. NO ACTIVITY MAY SUBSTANTIALLY DISRUPT THE MOVEMENT OF THOSE SPECIES OF AQUATIC LIFE INDIGENOUS TO THE
WATERBODY, INCLUDING THOSE SPECIES THAT NORMALLY MIRAGE THROUGH THE AREA.
14. MEASURES SHALL BE TAKEN TO PREVENT LIVE OR FRESH CONCRETE FROM COMING INTO CONTACT WITH WATERS UNTIL
THE CONCRETE HAS HARDENED.
WETLAND & STREAM
INVOLVEMENT CONDITIONS
E 4/18 JJM FINAL DESIGN NOT FOR CONSTRUCTION
D 3/18 TBM REVISED PL PER REVIEW COMMENTS
B �1/1171PSJ IREVISED PREVISED OER REAALIOESTACONTROL
COMMENTS
Re=
CHARLOTTE CHARLOTTE WATER
W4)TER CHARLOTTE, NORTH CAROLINA
030600020-16-505
Job N0. Elle No. McALP/NE CREEK RELIEF SEWER
s`QIeB NTS PHASE 4
PLAN
PROFILE NTS
H°,. STANDARD DETAILS
vert. NTS SED/MENTATION AND EROSION CONTROL
M&C JEm NIR CES
eyed By Designed By Drawn By Project -Eng, Approved C,,, Date
SLOPES (3:1 TO 2:1)
MAR. 1 - JUN. 1
SERICEA LESPEDEZA (SCARIFIED)
50 LBS/ACRE
MAR. 1 - APR. 15)
ADD TALL FESCUE
120 LBS/ACRE
MAR. 1 - JUN. 30
OR ADD WEEPING LOVERGRASS
10 LBS/ACRE
MAR. 1 - JUN. 30
OR ADD HULLED COMMON BERMUDAGRASS
25 LBS/ACRE
UN. 1 - SEP. 1
' TALL FESCUE AND
120 LBS/ACRE
•* BROWNTOP MILLET
35 LBS/ACRE
••• OR SORGHUM - SUDAN HYBRIDS
30 LBS/ACRE
SEP. 1 - MAR. 1
SERICEA LESPEDEZA (UNHULLED - UNSCARIFlED)
70 LBS/ACRE
AND TALL FESCUE
120 LBS/ACRE
NOV. 1 - MAR. 1
ADD ABRUZZI RYE
25 LBS/ACRE
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL IN-
FORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS.
+• TEMPORARY -- RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE
MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
MC M&CREED
8020 Tower Point Drive FINAL DESIGN
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone] NOT FOR CONSTRUCTION
F-1222667 EB0006691 AUGUST 2018
F-1222
WWW.nckincreeLJ.c Om
Project No. 14320063
10' MI
DETAIL - PLAN VIEW OF RIP RAP PLACEMENT LIMITS
SANITARY SEWER
RIP RAP 24" THICK
IN PLANTING AS SHOWN
IL C (SHEET G)
HIGH PERFORMANCE
TURF REINFORCEMENT
MAT WITHIN CLEARING
LIMITS, WITH LIVE
STAKING AS SHOWN IN
DETAIL D (SHEET G)
GENERAL AND PROPOSED REGIONAL (NORTH CAROLINA) CONDITIONS
Nationwide Permit No. 12 Effective Date: 19 March 2007
1. THE AREA OF DISTURBANCE IN WATERS OF THE U.S. (I.E., WETLANDS AND STREAM CHANNEL) WILL BE LIMITED TO THE
MINIMUM NECESSARY TO INSTALL THE UTILITY LINE. WORK CORRIDORS WILL NOT EXCEED 40 FEET IN WIDTH.
2. MATERIALS RESULTING FROM TRENCH EXCAVATION MAY BE TEMPORARILY SIDECOST INTO WATERS OF THE U.S. FOR UP TO
THREE MONTHS.
3. EXCESS MATERIAL MUST BE REMOVED TO UPLAND AREAS IMMEDIATELY UPON COMPLETION OF CONSTRUCTION.
4. THE TOP 6" TO 12" OF THE TRENCH SHOULD BE BACKFILLED WITH TOPSOIL FROM THE TRENCH.
5. THE TRENCH CAN NOT BE CONSTRUCTED IN SUCH A WAY AS TO DRAIN WATERS OF THE ULS. (E.G., WITH EXTENSIVE
GRAVEL TO CREATE A FRENCH DRAIN EFFECT).
6. THE TEMPORARY DISCHARGE OF EXCAVATED OR FILL MATERIAL WILL BE FOR THE ABSOLUTE MINIMUM PERIOD OF TIME
NECESSARY TO COMPLETE THE WORK. TEMPORARY DISCHARGES WILL BE FULLY CONTAINED WITH APPROPRIATE EROSION
CONTROL METHODS OR OTHERWISE SUCH FILLS WILL CONSIST OF NON - ERODIBLE MATERIALS.
7. APPROPRIATE EROSION AND SILTATION CONTROLS MUCH BE USED AND MAINTAINED DURING
CONSTRUCTION. ALL EXPOSED SOIL AND OTHER FILLS, AS WELL AS ANY WORK BELOW THE ORDINARY HIGH WATER MARK
MUST BE PERMANENTLY STABILIZED AT THE EARUEST PRACTICABLE DATE.
S. ANY EXPOSED STREAM BANKS AND SLOPES MUST BE STABILIZED IMMEDIATELY UPON COMPLETION
OF THE UTILITY LINE CROSSING OF EACH WATERBODY.
9. FILTER CLOTH IS REQUIRED PRIOR TO THE PLACEMENT OF RIP RAP MATERIAL.
10. ACCESS ROADS MUST BE CONSTRUCTED SO THAT THE LENGTH OF THE ROAD MINIMIZES THE
ADVERSE EFFECTS ON WATERS OF THE U.S. AND MUST BE AS NEAR AS POSSIBLE TO
PRECONSTRUCTION CONTOURS/ELEVATIONS. ACCESS ROADS CONSTRUCTED ABOVE
PRECONSTRUCTION ELEVATIONS MUST BE PROPERLY BRIDGED OR CULVERTED TO MAINTAIN
SURFACE FLOWS.
11. THE WORK MUST BE PERFORMED IN A MANNER SO AS TO MINIMIZE ANY DEGRADATION OF WATER
QUALITY.
12. CLEARED WETLAND AREAS WILL BE REVEGETATED TO THE MAXIMUM EXTENT PRACTICABLE WITH NATIVE CANOPY, SHRUB
AND HERBACEOUS SPECIES. FESCUE GRASS WILL NOT BE UTILIZED.
13. NO ACTIVITY MAY SUBSTANTIALLY DISRUPT THE MOVEMENT OF THOSE SPECIES OF AQUATIC LIFE INDIGENOUS TO THE
WATERBODY, INCLUDING THOSE SPECIES THAT NORMALLY MIRAGE THROUGH THE AREA.
14. MEASURES SHALL BE TAKEN TO PREVENT LIVE OR FRESH CONCRETE FROM COMING INTO CONTACT WITH WATERS UNTIL
THE CONCRETE HAS HARDENED.
WETLAND & STREAM
INVOLVEMENT CONDITIONS
E 4/18 JJM FINAL DESIGN NOT FOR CONSTRUCTION
D 3/18 TBM REVISED PL PER REVIEW COMMENTS
B �1/1171PSJ IREVISED PREVISED OER REAALIOESTACONTROL
COMMENTS
Re=
CHARLOTTE CHARLOTTE WATER
W4)TER CHARLOTTE, NORTH CAROLINA
030600020-16-505
Job N0. Elle No. McALP/NE CREEK RELIEF SEWER
s`QIeB NTS PHASE 4
PLAN
PROFILE NTS
H°,. STANDARD DETAILS
vert. NTS SED/MENTATION AND EROSION CONTROL
M&C JEm NIR CES
eyed By Designed By Drawn By Project -Eng, Approved C,,, Date

1" CHAMFER TYP.
TRENCH WIDTH
2" MIN. CL
8" MIN. ABOVE d
PIPE BELL
#5 PIPE HOOP 4" CLE
OF DIP ARE
DIP PIPE �
ENCASE TO BOTTOM
OF PIPE BARREL
12" MIN. BELOW a 3" MIN. CL
PIPE BELL IIYI
`8" MINIMUM
OUTSIDE OF PIPE BELL
#5 REBAR 0 12" O.C.
—CONCRETE ENCASEMENT
THE DISTANCE SUCH MAT POINTS
y A AND B ARE OF EQUAL ELEVATION
-#5 REBAR CONTINOUS
TYP. 6 REQUIRED L B
COMPACTED CLAY BASE
PIPE BEDDING
NOTES:
1. ALL CONCRETE SHALL BE 3000 PSI.
2. CONCRETE CAP SHALL EXTEND TO THE LIMITS OF THE CREEK CROSSING SHOWN ON THE PLANS.
3. COMPACT SOILS (DISTURBED OR NATURAL) UNDER PIPE AND ENCASEMENT
LOCATIONS TO A MINIMUM OF 95 7 OF MODIFIED PROCTOR BEFORE
FORMING AND POURING CONCRETE.
4. CONTRACTOR SHALL USE STULLS OR OTHER INTERNAL BRACING TO MAINTAIN SHAPE.
CREEK CROSSING CONCRETE ENCASEMENT DETAIL (WHERE SHOWN)
1. # 57 FILTER STONE RIPRAP
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS.
MIN.
OTAEAY BV1K
$g�9
'
SPILLWAY CREST
# 5 WASHED
STONE
W (SPILLWAY)
MIN 2/3 STREAM WDM
ExIsrINO TERRAIN
RIP RAP
t
�t
ROW
OQ H
O
H
16.0'[076.0'
1
�I MIN. BELOW LOWEST
BANK LEVEL (MINI
SECTION -
SECT ON A -A
`RIPRAP
CHECK DAM WITH WEIR (WHERE SHOWN)
DISCHARGE
POLE ATOR
POLE
MCALPINE CREEK
OR TRIBUTARY
RIP -RAP BERM
#3
PROPO
SEWER
LINES
i RIP -RAP BERM
® BYPASS
PUMPING
#2
FILTER FABRIC
PUMP
1, PLACE RIP -RAP BERM FROM CREEK BANK TO CREEK BANK. } FLOW
2, PLACE FABRIC ALONG AND UNDER ME RIP -RAP BERM TO SEAL 1
OFF WATER,
3, PLACE RIP -RAP BERM FROM CREEK BANK TO CREEK BANK.
a. SET UP BYPASS PUMP, DISCHARGE PIPE. AND DISSIPATOR POLE.
- WHEN STEPS 1-4 ARE COMPLETE, BEGIN OPEN CUT AND
PIPE INSTALLATON IN CREEK. WHEN THE PIPE HAS BEEN
INSTALLED ME BYPASS PUMP, RIP -RAP BERMS. AND
FABRIC WILL BE REMOVED.
- ME SAME PROCEDURE WILL BE UTILIZED ON THE BEARDS
CREEK CROSSING, INTERCONNECTIONS, AND FUTURE EXTENSION.
- DISSIPATOR POLE CREATES AN UMBRELLA EFFECT FOR ME
DISCHARGE AND NONEROSIVE VELOCITIES TO RECEIVING
CHANNEL. McALPINE CREEK CROSSING DETAIL
15.
Know what's below.
Call before you dig.
CHECK DAM SPACING—
CO STRUCTON
PACING
CONSMUCTON SPECIDCATIONS:
. PLACE STONE TO ME UNES AND DIMENSIONS SHOWN IN THE PLAN ON A
FILTER FABRIC FOUNDATION.
2.KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL
GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS.
3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER
FROM CUTTING AROUND TIE ENDS OF THE CHECK DAM.
4, SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATOR AT ME TOP
OF ME LOWER DAM IS ME SAME AS THE TOE ELEVATION OF THE UPPER DAM,
5.PROTEC E CHANNEL THE LOWEST CHECK DAM FROM HEAVY FLOW
TH AT COULD
6. MAKE SURE MAT ME CHANNEL REACH ABOVE ME MOST UPSTREAM DAM
IS STABLE,
ENSURE MAT OTHER AREAS OF ME CHANNEL. SUCH AS CULVERT ENTRANCES
BELOW THE CHECK DAMS. ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM
DISPLACED STONES,
" 1'1
------------
STONE CHECK DAM (WHERE SHOWN)
35' HIGH MAXIMUM
MAXIMUM SLOPE
2
GROUND SLOPE
NOTES:
NO STOCKPILE MATERIAL SHALL BE DEPOSITED WMIN NCDOT R/W
STOCK PILE DETAIL
SILT FENCE TO BE
INSTALLED TO CAPTURE
ANY RUNOFF
1, TEMPORARY CREEK CROSSINGS SHALL NOT BE IN PLACE MORE
MAN THREE MONTHS, TEMPORARY ENCROACHMENTS FOR CREEK
CROSSINGS ARE RENEWABLE FOR UP TO ONE YEAR WTH
WRITTEN APPROVAL FROM ME FLOODPLAIN ADMINISTRATOR.
2. SLOPE APPROACHES TO CROSSING 2:1 OR FLATTER.
3. SPILLWAY LENGTH = BANK TO BANK WIDTH OF STREAM OR AS
SHOWN ON PLANS.
0 PIPE TO EXTEND COMPLETELY ACROSS PERMANENT RIGHT OF
WAY AND I it BEYOND LIMITS OF RIP RAP.
5. CROSSING TO BE REMOVED UPON COMPLETION OF
CONSTRUCTION.
6. RIP RAP STONE SHALL BE NCDOT CLASS 2
TABLE
TEMPORARY STREAM CROSSING
�3i
OTAEAY BV1K
$g�9
'
SPECIAL STILLINO .1i
�;
ExIsrINO TERRAIN
t
�t
16.0'[076.0'
�1
O w
�
B" oilSFnIWENT COATROL STOME
G
Fx1.TwaIDN OLO'rgrlLE
o
NarEII
OBE 0. 5 OR NO. $7 STONE FOR SEOIIENT
CONTROL STONE.
i
!
FAM30E STABILIZED OUTLET ToSTFAM SAME,
w p
Wm PILLETS INT OE USW INLIEU OF STONE
Alp EluITILE l AS DIRECTED. A SLFFICIENT MISER
OF pALLETS pill BE PAOYIDEO TL ELEVATE iNE ENTTR(
VEOLK. 6TILLIMB &I ABOVE NATIIFML C>F101JN0.
MIN 15'X15' SILT AND OIL SETTLING BAG 225 CU FT WITH 4" HOSE CONNECTIONS FTDr T6 SCALE
T�1
DEWATERING STILLING BASIN
BRIDGEMAT
1/4 SUPPORTED t/4 SUPPORTED
WATER DIVERSION STREAM
WATER DIVERSION
SECTIO STREAM BANK
1/4 SUPPORTl
STREAM
I
BRIDGE MAT SEGMENTS
1♦A 1}A
L J
ELAS I
`\—STREAM
\`STREAM BANK (TYP)
BRIDGEMAT NOTES
BRIDGEMATS ARE HEAVY WOOD OR STEEL PANELS PLACED OVER A STREAM OR DITCH
CH ANN L, USUALLY FOR TEMPORARY CROSSING. OTHER NAMES INCLUDE DRAGLINE MATS,
RIDGES OR PONTOONS. WHENBRIDGEMATS ARE CAREFULLY INSTALLED, USED,
ANDDB
REMG"a THEY TYPICALLY DO AVERY GOOD JOB OF PROTECTING WATER QUALITY.
BMPS FOR BRIDGEMATS
1. w1EN SITE CONDITONS ALLOW. INSTALL BRIDGEMATS AT STREAM CROSSINGS IN
ACCORDANCE WM THE FOLLOWING:
- CHANNEL WDTH AT THE CROSSING SHALL BE MINIMIZED
- SFIR AMBANKS SHALL BE FIRM AND STABLE
- SOLID FOOTING SHALL BE PROVIDED ON EITHER SIDE OF ME CROSSING TO SUPPORT
BRIDGEMATS AND EQUIPMENT.
2. CREATE A SOLID -SURFACE CROSSING THAT PROVIDES A BARRIER OVER ME CHANNEL TO
MINIMI
DEBRIS, SOIL, AND OTHER MATERIALS FROM FALLING INTO THE WATER.
KEEP EQUIPMENT CUT OF ME CHANNEL DURING INSTALLATION AND REMOVAL OF THE
CROSSING UNLESS DOING SO IS NECESSARY FOR HANDLING ME BRIDGEMATS,
NIMIZE ME AMOUNT OF OVER -HANG FROM LOGS, TREES, OR TRUCKS/TRAILERS THAT
MAY DISTURB THE CHANNEL OR A PROACHWAYS.
a. C"NTROL RUNOFF AND/OR CAPTURE SEDIMENT ON ME APPROACHWAYS.
5. AS NEEDED. PERIODICALLY INSPECT ME CROSSING AND TAKE ACTON TO PROVIDE FOR
SAFETY WHILE PROTECTING WATER QUALITY FROM RUNOFF, DEBRIS, SOIL, OR OTHER
POTENTAL POLLUTION FACTORS.
BRIDGEMAT STREAM CROSSING
(ALTERNATE OPTION FOR HIGH USE CROSSINGS)
FINAL DESIGN
NOT FOR CONSTRUCTION
AUGUST 2018
9
$NT <VIK &CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
A 000266 EB0006691
F-1222
WWw,mckincreeci.COM
E 4/18 JJM FINAL DESIGN NOT FOR CONSTRUCTION
D 3/18 TBM REVISED PL PER REVIEW COMMENTS
8 �1/1171PSJ IREVISED REVISED POER REAALIOESTACONTROL
COMMENTS
Re
CHARLOTTE CHARLOTTE WATER
W4)TER CHARLOTTE, NORTH CAROLINA
Jac N0. File No. j McALPINE CREEK RELIEF SEWER
PLAN
wNTS
ales PHASE 4
PROFILE NTS
Ha,. STANDARD DETAILS
Vert. NTS SEDIMENTATION AND EROSION CONTROL
M&C
LEMINJR�CESS
eyed By Designed By Drawn By Project -Eng, Approved D Date

F� B' (TYP) � 4'
1 PLAow
N
WEIR LENGTH (L)
IARUMARE CLOW MILT CHECK FENCE
MMNTENANCE NOTES:
1. FILTER B IERS PND SR)NE OURBTS SHALL BE INSPECTED BY THE FINANCIALLY
RESPONSIBLE PM OR HIS AGENT IMMEDIATELY AFTER EACH MNFALL AND AT
_FAST ONLY DURING PROLONGED RANFAL ANY REPALRS NEEDED SH— BE MADE
IMMEDIATELY.
2. SHOULD ME FABRIC DECOMPOSE OR BECOME INEFFECINE PRIOR TO THE END OF
THE EXPECTED USABLE LIFE AND THE HARDER SRL IS NECESSARY, THE FABRIC
SHALL BE REPLACED PROMPTLY. WASHED STONE SFIALL BE REPLACED PROMPTLY
AFTER ANY EVENT THAT HAS CLOGGED OR REMOVED R.
3. SEDIMEM DEPOSITS SHOULD BE REIJ V AFTER EACH STORM EVENT OR SILT
FENCE SHOULD BE REPLACED. SEDIMENT DEPOSITS MUST BE REMOVED WHEN
DEPOSITS REACH HMF THE HEIGHT OF THE BARRIER. INT' SEDIMENT DEPOSTIS
REMALNING IN PUCE AFTER THE SILT FENCE AND STONE OVRET IS REMOVED
SRALL BE DRESSED TO CONFORM TO THE EXISTING GRABS, PREPARED AND SEEDED.
15.
Know what's below.
Call before you dig.
SECTION ALONG
FENCE
STEEL PAST
IMRI-RE CLOTH
NCDOT N0, 57
WASHED STNNE
FLOW T}l6' TN 16' AT CENTER
^ T
SECTION ALONG
FENCE
STONE OUTLET DETAIL
v,MFIQM&OC EED
9020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
AA0002667 EB0006691
F-1222
W—mckincreedcon
Project N. 14320063
FINAL DESIGN
NOT FOR CONSTRUCTION
AUGUST 2018
E 4/18 JJM FINAL DESIGN NOT FOR CONSTRUCTION
D 3/18 TBM REVISED PL PER REVIEW COMMENTS
B II1/1177JJM IPSJ IREVISED ISED POER REAALIOESTAOTE TROL
COMMENTS
CHARLOTTE CHARLOTTE WATER
W4)TER CHARLOTTE. NORTH CAROLINA
7030600020-16-505
Jab No e Na. McALPINE CREEK RELIEF SEWER
s`GIeE
PLAN PHASE 4
PROFILE
Har STANDARD DETAILS
vert SEDIMENTATION AND EROSION CONTROL
M&C ZMT I TMD CES
eyed By Designed By Drawn By Project-Engr Approved By Date

JOIN TRANSVERSE EXPANSION[
JOINT. SEE DETAIL \
TOPSOIL W/ GRASS `GROOVE JOINT (TYP)
SEE DETAIL
CON . CURB & GUTTER
FACE OF CURB
PLAN A fJ
VARIES
a' TOPSOIL W/ GRASS VARIES (4' MIN.)
TWO 1/2" THICK PIECES BITUMINOUS FIBER REQUIRED
IF SUBBASE ISCONCRETE. MUST BE SEALED WITH
gPPROVED JOINT SEALER. SLOPE 1/4" PER FEET
PAVEMENT
GOREPLACE CURB AND GUTTER TO
COMPACTED MATCH EXISTING, SEE DETAIL S/CD-4
SUBGRADE FOR APPROPRIATE TYPES,
SECTION A—A
GENERAL NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE
SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSON JOINT WILL BE REQUIRED AT 40'
INTERVALS. A SEALED 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK
JOINS ANY RIGID STRUCTURE.
2. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH IN 28 DAYS W/ Te#/CY
FIBER REINFORCEMENT.
3. SEE STANDARD 10.22 FOR DETAIL OF TRANSVERSE EXPANSION JOINT AND GROOVE JOINT.
4. SEE STANDARD 10.26 FOR DETAIL OF DRIVEWAY.
5. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
6. WIDTH OF SIDEWALK VARIES PER DRAWINGS.
1/2' TRANSVERSE ,
EXPANSION JOINT.
SEE DETAIL
GROOVE JOINT IN SIDEWALK
1/8" RAOIUS— — —
TO 1/4'
1
JOINT FILLER
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
1/2" EXPANSION JOINT W/ JOINT FILLER
2
PROPOSED
_ �i\--... CURB &GUTTER
PROPOSED 4" C'10IETESIDEWALK
DETAILS SHOWING EXPANSION JOINTS
IN CONCRETE SIDEWALK
7 SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING STREETS W/
DEPRESSED CURB CONCRETE SIDEWALKS
1/2" RADIUS �sp'_0'� 1/2" RADIUS7- 6"T1'-0"
3' RADIUS I �S" RADIUS
1/8' RADIUS
1/8" RADIUS
2a-6.. V_6"
STANDARD 2'-6" CURB AND GUTTER
6-1
2'-0"
° IDS 6
2'-0" STANDARD CURB & GUTTER
1/8" RADIUS (TYPICAL)
JOINT SEALER
1 e'
SURFACE OF GUTTER
JOINT FILLER
TRANSVERSE EXPANSION JOINT
1'-6" STANDARD CURB AND GUTTER
�-6' 1' 6"
IDS
/FT .03 FT/FF
03 FT/FT
2'-0"
SLOPE FOR VARIABLE
SUPERELEVATION RATES
1. CONTRACTION JOINTS SHALL BE SPACED AT 10 -FOOT INTERVALS. FOR VALLEY GUTTER,
A 10 -FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE
ALTERED BY THE CITY ENGINEER TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER
APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM
DEPTH OF 1 4" SHALL BE OBTAINED.
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90 -FOOT INTERVALS, AND ADJACENT TO ALL RIGID
OBJECTS. JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS.
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
NOT TO SCALE
25" RADIUS
6 1/2"
18:RADIUS.,
• 2�-D ,
2'-0" VALLEY GUTTER
1/2" RADIUS 1�6"1'-0'
° 3" RADIUS
1/8" RADIUS
�V
1'-6" MEDIAN CURB AND GUTTER
TO BE USED IN MEDIANS WHEN LANES ARE SLOPED
FROM ISLAND OR AS SPECIFIED BY THE APPROPRIATE
CITY ENGINEERING DEPT.
1/8' RADIUS r�9' 9"
4�DIUS
e 1/8" RADIUS
° 1 3
1'-6" MOUNTABLE CURB AND GUTTER
6. TOP 6 OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% TO BE USED IN MEDIANS ONLY: WHEN SPECIFIED BY
• STANDARD PROCTOR DENSITY. THE APPROPRIATE CITY ENGINEERING DEPT.
CURB AND GUTTER
NOT TO SCALE
Know what's E
N.
0811 before you dig.
NOTES:
ROTECTION FENCES.
;DS SECTION 01000
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CEIARL(WM INCLUDES CHARLOTTE ETJ
TREE PROTECTION DETAIL
�Z' ASPHALT CONCRETE SURFACE COURSE EXISTING PAVEMENT EXISTING
TYPE 59.51 AT AN AVERAGE RATE OF 112 LBS. PER SYSTEM CURB AND GUTTER
SQ, YD. PER INCH. WIDTH VARIES. (AS APPLICABLE)
. ° ° SAW -CUT
1 I
—III—III—III—III—III—I -111 11 1 ;;:_=i =
4" ASPHALT CONCRETE BASE COURSE
TYPE 825.OB AT AN AVERAGE RATE
OF 114 LBS. PER SQ. YD. PER INCH
SUB GRAD - 'SUITABLE' COMPACTED MATERIAL
TOMIIM 95% OF MAX. DENSITY
PAVEMENT REPAIR DETAIL_ FOR RESIDENTIAL STREETS
EXISTING
2" ASPHALT CONCRETE SURFACE COURSE CURB AND GUTTER
TYPE 59.SC AT AN AVERAGE RATE OF 112 LBS. PER EXISTING PAVEMENT (AS APPLICABLE)
G4, YD. PER INCH. WITH VARIES. SYSTEM
SAW -CUT
__________
III -III -III 2' ASPHALT CONCRETE INTERMEDIATE COURSE
TYPE NPOS AT AN AVERAGE RATE
OF 114 LBS, PER SO. YU, PER INCH,
5" ASPHALT CONCRETE BASE COURSE
TYPE 625.0E AT AN AVERAGE RATE
OF 114 USS. PER SQ. YD. PER INCH
SUB GRADE - "SUITABLE" COMPACTED MATERIAL
TO MINIMUM 959. OF MAX. DENSITY
PAVEMENT REPAIR DETAIL FOR COMMERCIAL STREETS
' NFKI &CREED
8020 Tower Paint Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
AAD002667 EB0006691
F-1222
www.mckimcreed.com
PAVEMENT REPAIR NOTES
,RK MULCH, PLACE BARK
1 AT AREAS NOT
ACTED BY BARRIER.
40.02
I. ALL RESIDENTIALAND COMMERCIAL ACCESS STREETS TO BE USED
DURING CONSTRUCTION SHALL BE EVALUATED FOR EXISTING CONDITIONS
AND DOCUMENTED PRIOR TO USE.
2. ANY DAMAGE DUE TO CONSTRUCTION TRAFFIC AND EQUIPMENT USE ON
RESIDENTIAL STREETS SHALL BE REPAIRED PER CHARLDTTE-MECKLENBURG
LAND DEVELOPMENT STANDARDS.COMMERCIAL STREET ACCESS POINTS
SHALL BE REPAIRED FOR ANY DAMAGE DONE DURING CONSTRUCTION, SEE
DETAILS,
3. NEIGHBORHOOD ACCESS STREETS INCLUDE SULLINS ROAD, PAWTUCKETT
ROAD, PAW VILLAGE ROAD, BECKTNHALL DRIVE, TALL TREE LANE, AND
PATHFINDER COURT. COMMERCIAL STREET ACCESS POINTS INCLUDE
LITTLE ROCK ROAD.
4. CONTRACTOR SHALL REWORK ALL DAMAGED CURB 4 GUTTERS,
SIDEWALK, AND STREETS PER PLANS AND SPECIFICATIONS.
5, CONTRACTOR SHALL SAW -CUT, REMOVE AND REPLACE DAMAGED
PAVEMENT WITH PERMANENT ASPHALT PATCH TO MATCH EXISTING GRADE
E 4/18 JJM FINAL DESIGN NOT FOR CONSTRUCTION
D 3/18 TRIM REVISED PL PER REVIEW COMMENTS
B �111/17I JjM PSJ IREVISED REVISED PEER REAALIOESTAOTE TROL
COMMENTS
Revision
FINAL DESIGN
NOT FOR CONSTRUCTION
AUGUST 2018
CHARLOTTE CHARLOTTE WATER
W4JER CHARLOTTE. NORTH CAROLINA
7030600020-16-505 McALP/NE CREEK RELIEF SEWER
Job No. File No.
Saales PHASE 4
PLAN NTS
PROFILE
Hor.
Vert.
AS Built Date
M&C JEMLDrawn
Surveyed By Designed By
STANDARD DETAILS
PAVEMENT REPAIR AND TREE
PROTECTION
CES I I
Sh ,
Date

McAlpine Relief Sewer Phase IV
Attachments
ATTACHMENT G:
August 21, 2018
CWS Project No. 2018-0054
Expired 404 and 401 Verifications

u.S. ARM. CORPS OF ENG ERS
W1L,MJNGTGN DISTRICT
Action XD, SAW -2007-1904360 County: MeclEclenbur USGS Quad: Cbat-],atte East
GES pE 'T (REGIONAL .AND NATIONWIDE) `TE CATl[®l�i
Property Owner l' Authorized Agent:
Address: 5100 Brooe Blvd.
Charlotte North Carolina 28616
Telephone Nd,: '
Size and location ofproperty (water body, road namelnumberr'town, �etc ):
�f a 70-ftf fl T V sewer line w1deh ill tie into an
Applicable Law: ®Section 404 (Clean Water Act, 33 USC 13 44)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403}
j <
Authorization Regional General Permit Number: `
Nationwide permitNumber: L2,
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the=
of the attached conditions or deviation
attached Nationwide conditions and your submitted plans. Any violation
to work order, a restoration order andlor appropriate
:=
:;.
from your submitted plans may subject the per mittee a stop
legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization
identified below, the nationwide permit
is modified, suspended, or revoked. If, prior to the expiration date
authorization is reissued and/or modified, flats verifrcation will remain valid until the expiration date identified
below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit
that the would rio longer comply with
t; t
authorization expires or is suspended, revoked, oris modified, sack activity
the terms and conditions of the nationwide permit, activities which have commenced (i.e, are under construction) or
_'.
are under contract to commence Ju reliance upon the nationwide permit, will remain authorized provided the activity
revocationa unless
is completed within 12 months of the date of the nationwide's expiration, modification, or
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
t
Certification. You should contact the NC Division of Water Quality (telephone [phone]) to determine
c:}
Section 401 requirements.
For activities occurring lvlthill ills twenty Coastal GOnlltie5 subaect t0 regalation under the GoaStal Area
�•:: =`i
Management Act (LAMA), prior to beginning work you must contact the N.C. Division of Coastal Management.

This Department of the Army verification does not relieve the pennittee 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 regulatoiy'program, please contact Mr. Steve Chapin at (828) 271.-7980 x224.
Corps Regulatory OfficiSte
2��ye Chapi ...... Date: rely 16. 2407
Expiration Date of Verification: SulY 16, 2409
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 attached Satisfaction Survey or visit
hftp•/Iwww saw.usace.army.nii]/WETLANDS/index.html to conxplete the survey online.
CopyFurnished:
MACTEC, 2801 Yorkmont Road, Smite 100, Charlotte, NC 28208

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. SAW -2009-01131 County: Mecklenburg USGS Quad: Charlotte East
Property Owner / Authorized Agent: Charlotte -Mecklenburg Utilities Department, Att'n: Anrold
Jarrell
Address: 5100 Brookshire Blvd.
Charlotte, NC 28616
Telephone No.:
Size and location of property (water body, road name/number, town, etc.): McAlpine Creek Relief
Sewe16 linear mile corridor along McAlpine Creek; in_Charlotte.
Description of projects area and activity: Contruct 79,000 LTi of sewer line tieing into an existing 78 -
inch line which will convey wastewater to the McAlpine Creek WWTP located in SW Mecklenb
Count Pipe diameter sizes will be 30, 4�, and 54 inches he project will require require
replacement of 31 aerial stream crossings with subaqueous crossings. Approximately 0.563 acre of
permanent impact to forested wetlands and 5.29 acres of temporary impacts to forested wetlands
will occur. All of the temporarily impacted forested wetlands will be reforested. In addition,
14.327 acres of herbaceous wetlands will be temporarily impacted Almost ALL of the impacted
herbaceous wetlands (which were present in Phase ®ne of the pro,ect) have already been re-
established to original condition and grade Phis permit replaces the previous permit that was
issued under Action ID SAW -2007-01904 on 7/16/07 which has now since expired.
Special Condition: Monitoring reports showing mortality and growth status regarding
reforestation must be submitted annually for a period of 3 years from the date of this permit. ALL
constructed areas must be returned to pre -construction contours and conditions in impacted
wetlands and stream channels In addition, the project work must be supervised by CMUD or a
qualified representative for CMUD to ensure that the project is constructed in strict accordance
with submitted plans and in accordance with the enclosed conditions.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 12
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached conditions and your submitted plans. Any violation of the attached conditions or deviation from your
submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization
is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit
authorization is reissued and/or modified, this verification will remain valid until the expiration date identified
below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit
authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with
the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or
are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity
is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation,
unless discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the
authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification. You should contact the NC Division of Water Quality (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.
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 Steve Chapin at 828-271-7980.
Corps Regulatory Official _Steve Chapin Date: August 28 2009
Expiration Date of Verification: August 28, 2011
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 attached customer Satisfaction Survey or visit
http://www.saw.usace.army.i-nil/VVETLANDS/index.htm] to complete the survey online.
A. ❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above
described project area. This preliminary determination is not an appealable action under the Regulatory
Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the
permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act.
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.
C. ® There are waters of the US and/or wetlands within the above described project area 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.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action.
Please reference jurisdictional determination issued ®. Action ID
Basis of Jurisdictional Determination: The site contains wetlands as determined by the USACE 1987 Wetland
Delineation Manual and is adjacent to stream channels that exhibit indicators of ordinary high water marks. The
stream channels on the property are unnamed tributaries to McAlpine Creek and McAlpine Creek which flows into
the Catawba River and ultimately flows to the Atlantic Ocean through the McAlpine Creek>Sugar Creek>Catawba
River system which is a Section 10 navigable -in -fact waterway at Lake Wylie.
Appeals Information: (This information does not apply to preliminary determinations as indicated by paragraph A.
above).
Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that
approved jurisdictional determination, you can make an administrative appeal under 33 CFR 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:
District Engineer, Wilmington Regulatory Program
Attn: Steve Chapin, Project Manager
151 Patton Avenue, Room 208
Asheville, North Carolina 28801
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

Action ID: 2009-01131 County: Mecklenburg USGS Quad: NC -Charlotte East
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner / Authorized Agent: Anrold Jarrell; Charlotte -Mecklenburg Utilities Department
Address: 5100 Brookshire Blvd
Charlotte, NC 28616
Telephone No.: 919-733-4181
Size and location of property (water body, road name/number, town, etc.): The McAlpine Creek Relief
Sewer Project in Charlotte,
Mecklenburg County, NC.
Description of projects area and activity: Construct 79,000 LF of sewer line tieing into an existing
inch line which will convey Wastewater to the McAlpine Creek WWTP located in SW Mecklenburg
County Pipe diameter sizes will be 30 48, and 54 inches. The proiect will reuire replacement of 31
aerial stream. s with subaqueous crossings. UK221SM ueous crossings. Atwroximately 0.589 acre of permanent impact
IO 026 additional acre) to forested wetlands and 5.36 acres of temporary impacts (0.069 additional
acral to forested wetlands will occur. All of the temporarily impacted forested wetlands will be
reforested. In addition, 14.327 acres of herbaceous wetlands will be temporarily Almost
All of the impacted herbaceous wetlands (which `vete present in Phase I of the Project) have
already been re-established to original condition and grade. This permit replaces the previous two
permits that were issued under Action ED SAW -2007-01904 on 7/16/07 and SAW -2009-01131 on
8/28/09 and have both since expired.
Applicable Law; 0 Section 404 (Clean Water Act, 33 USC 1344)
F1 Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 12
Additional Remarks and/or Special Permit Conditions:
1. Monitoring reports showing mortality and growth status regarding reforestation must be
submitted annually for a period of 3 years from the date of this permit. ALL constructed
areas must be returne to pre -construction contours and conditions in impacted wetlands
and stream channels. In addition, the project work must be supervised by CMUID or a
qualified representative for CMUID to ensure that the project is constructed in strict
accordance with submitted plans and in accordance with the enclosed conditions.
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached conditions and your plans submitted on 10 August 2011. Any violation of the attached conditions or
deviation from your submitted plans may subject the permittee to a stop work order, a restoration order and/or
appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization
is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit
authorization is reissued and/or modified, this verification will remain valid until the expiration date identified
below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit
authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with
the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or

the terns and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or
are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity
is completed within twelve months of the date of the nationwide pen -nit'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 Quality (telephone [phone]) to detennine
Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area
Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other
required Federal, State or local approvals/pennits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact Steve Kichefski at 828-271-7980.
Corps Regulatory Official _Steve Kichefski. 4.1[L
4[L Date: 16 September 2011
Expiration Date of Verification: 18 March 2012
A. ❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above
described project area. This preliminary determination is not an appealable action under the Regulatory
Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the
permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act.
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.
C. ❑ There are waters of the US and/or wetlands within the above described project area 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.
D. ® The jurisdictional areas within the above described project area have been identified under a previous action.
Please reference jurisdictional determination issued August 28, 2009. Action ID 2009-01131
Basis of Jurisdictional Determination: The site contains wetlands that meet the criteria of the 1987 Corps
Delineation Manual and stream channels that exhibit indicators of ordinary high water marks. The stream channels
on the property are UTs to McAlpine Creek. UT flows into McAlpine Creek which flows into the Catawba River
and ultimately the Atlantic Ocean through the McAlpine Creek>Sugar Creek>Catawba River system which is a
Section 10 navigable -in -fact waterway at Lake Wylie.

Appeals Information: (This information does not apply to preliminary determinations as indicated by paragraph A.
above).
Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that
approved jurisdictional determination, you can make an administrative appeal under 33 CFR 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:
District Engineer, Wilmington Regulatory Program
Attn: Steve Kichefski, Project Manager
151 Patton Avenue, Room 208
Asheville, North Carolina 28801
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 within 60
days from the Issue Date below.
**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: _
Issue Date: Expiration Date:
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC.,
MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Copy Furnished:
Alan Johnson; DWQ (via email)
CWS
Gregg Antemann
550 E Westinghouse Blvd
Charlotte, NC 28273

Pen -nit Number: 2009-01131
Permit Type: NW 12
Name of County: Mecklenburg
Name of Permittee: Anrold Jarrel; Charlotte -Mecklenburg Utilities Department
Date of Issuance: 16 September 2011
Project Manager: Steve Kichefski
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:
U.S. Army Corps of Engineers
Attention: CESAW-RG-A
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Please note that your permitted activity is subject to a compliance inspection by an U.S. Army
Corps of Engineers representative. If you fail to comply with this permit you are subject to
permit suspension, modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and conditions of the said permit, and required mitigation was
completed in accordance with the permit conditions.
Signature of Permittee
CESAW-RG
Date

September 21, 2012
DWQ# 09-0943
Mecklenburg County
Mr. Arnold Jarrell
Charlotte -Mecklenburg Utilities
5100 Brookshire Blvd.
Charlotte, NC 20202
Subject: McAlpine Creek Relief
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Jarrell:
You have our approval, in accordance 2acres th the f wetland (01563 acrescertification permanent) and
conditions listed below, to impart1
520 linear feet (If) (temporary) of stream to McAlpine, Fourmile, and Irvins Creek in
order to construct the sewer line in Mecklenburg County, as described in
your
After
application received by the Division of Water Quality (DWQ) on July 20,
2012. reviewing your application, we have determined that this project is covered by Water
Quality General Certification Number 3�he General Certif cation8, which can be ed on our web site allows you to use at
htt://h2o.enr.state.nc.us/ncwetlands.
Nationwide Permit Number 12 once it is issued to you by the U.S. Army Corps of
Engineers. Please note that you should get any other federal, state or local permits
before proceeding with your project, including those required by (but not limited to)
Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed
regulations.
The above noted Certification will expire when the associated 404 permit expires
unless otherwise specified in the General Certification. This approval is only valid for
the purpose and design that you described in your application. If you change your
project, you must notify us in writing, and you may be required to send us a new
application for a new certification. If the property is sold, the new owner must be given
a copy of the Certification and approval letter; and is thereby responsible for complying
with all conditions.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 O17e
Internet: wmmcwate[gualib.99 No thCarofina
An Equal Opportunity 1 Affirmative Action Employer Aahaltillaff

In addition to the requirements of the certification, you must also comply with the
following conditions.-
AE.h Aet�t: .—
1. The Mooresville Regional Office shall be notified in writing once construction at the
approved impact areas has commenced.
2. The construction area shall be planted with woody vegetation leaving a 10 ft
maintenance corridor.
3. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained (or restored via constructed benches) above
and below locations. Riprap in the stream shall be embedded to insure aquatic
passage and water flow.
4. All wetlands, streams, surface waters, and riparian buffers located on the project site
where impacts are not allowed shall be clearly marked (example- orange fabric
fencing) prior to any land disturbing activities.
5. Storm water discharge structures at this site shall be constructed in a manner such
that the potential receiving streams (of the discharge) will not be impacted due to
sediment accumulations, scouring or erosion of the stream banks.
6. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian
areas beyond the footprint of the impacts depicted in the Preconstruction Notification
application. All construction, activities associated with this project shall meet, and/or
exceed, those requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual and shall be conducted so that no violations of
state water quality standards, statutes, or rules occur.
7. Sediment and erosion control measures shall not be placed in wetlands or waters to
the maximum extent practicable. If placement of sediment and erosion control devices
in wetlands and waters is unavoidable, they shall be removed and the natural grade
restored within two months of the date the Division of Land Resources has released
the project.
3. Upon completion of the project, the applicant shall complete and return the enclosed
"Certificate of Completion" form to the 401NVetlands Unit of the NC Division of Water
Quality. Please send photographs of the upstream and downstream sides of each
culvert site to document correct installation, along with the Certificate of Completion
form.
9. Continuing Compliance. The applicant (Charlotte -Mecklenburg Utilities) shall conduct all
activities in a manner so as not to contravene any state water quality standard (including
any requirements for compliance with section 303(d) of the Clean Water Act) and any
other appropriate requirements of state and federal law. If DWQ determines that such
standards or laws are not being met (including the failure to sustain a designated or
achieved use) or that state or federal law is being violated, or that further conditions are

necessary to assure compliance, DWQ may reevaluate and modify this certification to
include conditions appropriate to assure compliance with such standards and
requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying the
cineers, .
ertification, DWO shall notify the applicant and the
503 andm ®vide opportunity Corps of for public
public notice in accordance with 15A NCAC 2H.0 p
hearing in accordance with 15A NCAC 2H.0504. Any new or revised conditions shall be
provided to the applicant in writing, shall be provided to ® Section 404 of therCl annited States Amy ®rps of
Water
Engineers for reference in any permit issued pursuant
Act, and shall also become conditions of the 404 Permit for the project.
If you do not accept any of the conditions of this certification, you may ask for an
adjudicatory hearing. You must act within 60 days of the date that you receive this
letter. To ask for a hearing, send a written pati at conforms
Fiearingsp6714 Mail
f the
North Carolina General Statutes to the Office of Admin
Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final
and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality underSection
ection Johnsonin
of
the Clean Water Act. If you have any questions,
oraase ls. CyndhKarolone Myrin the Central Office
the Mooresville Regional Office at
in Raleigh 919-733-9721.
Sincerely,
for Chuck Waklid
Attachments
cc: Army Corps of Engineers, Asheville
Ian McMillan, Wetlands Unit
MRO, Land Quality
Greg Anternann

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. SAW -2009-01131 County: Mecklenburg USGS Quad: NC -CHARLOTTE EAST
GENERAL PERMIT (REGIONAL AND NATIONWIDE) RE -VERIFICATION
Property. Owner / Authorized Agent: Amy Vershel, Charlotte Water
Address: 5100 Brookshire Boulevard
Charlotte, North Carolina 28215
Telephone No.: 704 3915145
Size and location of property (water body, road name/number, town, etc.): The project McAlpine Creek
Relief Sewer project located within a 16 linear mile corridor along McAlpine Creek in Charlotte,
MecklenburE County North Carolina. Coordinates: 35.1371N, -80.7681W
Description of projects area and activity: This permit re -authorizes excavation and placement of fill
material associated with sewer line installation. Permanent impacts of 0.14.acres of forested
wetland to herbaceous wetland and temporary impacts of 0.6 acres wetland and 552 linear feet of
temporary stream are authorized.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: NW 12
Additional Remarks and/or Special Permit Conditions
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with
the attached conditions and your submitted application and attached information dated December 10, 2015.
Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to
a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is
modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization
is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it
complies with all requirements of the modified nationwide permit. If the nationwide permit authorization expires or
is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of
the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to
commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed within
twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary
authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification. You should contact the NC Division of Water Quality (telephone [phone]) to determine
Section 401 requirements. You may also visit their website at: hltp://portal.ncdenr.orOweb/wq/swp/ws/webscqpe
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area
Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management.
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 William Elliott at 82Y -27J-7
Corps Regulatory Official William ElliottDate: February 2, 2016
Expiration Date of Verification: March 18, 2017

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 our website at
hLtp:Hper2.nwp.usace.army.mil/survey.html to complete the survey online.

Determination of Jurisdiction:
A. ® Based on preliminary information, there appear to be waters of the US including wetlands within the above
described project area. This preliminary determination is not an appealable action under the Regulatory
Program Administrative Appeal Process (Reference 33 CFR Part 331).
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the
permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act.
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.
C. ❑There are waters of the US and/or wetlands within the above described project area 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.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action.
Please reference jurisdictional determination issued . Action ID
Basis of Jurisdictional Determination:
The site contains wetlands as determined by the 1987 Corps of Engineers Wetland Delineation Manual and the
Interim Regional Supplement to the Corps of Engineers Wetlands Delineation Manual: Eastern Mountain and
Piedmont Region. These wetlands are adjacent to stream channels located on the property that exhibit indicators of
ordinary high water marks. The stream channel on the property is an. unnamed tributary to McAlpine Creek which
flows into the Santee River.
This jurisdictional determination is valid for the impact areas only.
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.
Appeals Information: (This information applies only to approved jurisdictional determinations as indicated in
B and C above).
This correspondence constitutes an approved jurisdictional determination for the above described site. 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 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
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
Phone: [phone]
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 within 60
days from the Issue Date below.
**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: William Elliott
Issue Date: February 2, 2016
Expiration Date: Five years from Issue Date
Copy Furnished:
Gregg Antemann, PWS, Carolina Wetland Services, Inc 550 E. Westinghous Blvd., Charlotte, NC 28273

Permit Number: SAW -2009-01131
Permit Type: NW 12
Name of County: Mecklenburg
Name of Permittee: Amy Vershel, Charlotte Water
Date of Issuance: February 2, 2016
Project Manager: William Elliott
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:
U.S. Army Corps of Engineers
Attention: CESAW-RG-A
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Please note that your permitted activity is subject to a compliance inspection by an U.S. Army
Corps of Engineers representative. If you fail to comply with this permit you are subject to
permit suspension, modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and conditions of the said permit, and required mitigation was
completed in accordance with the permit conditions.
Signature of Permittee
Date

Applicant: Amy Vershel, Charlotte Water File Number: SAW -2009- Date: February 2,
01131 2016
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
X PRELIMINARY JURISDICTIONAL DETERMINATION E
SE TION T "lie following cle ti es yo ter rtghls incl ,options egar�3sng an adini u trat ve appeal Qf the above
decision Addiiional mfartnation may he found a
http//yvvvusace arrnymil/CECWIPagesfzeg✓✓�ria#ex�als aspx-or Caips regulat�on_s at 33 CFR Par�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 11 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 division 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 OBJECTIONSIOAmINITIAL PROFFEREDPERMIT
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 appeal
If you only have questions regarding the appeal process you may
process you may contact:
also contact:
William Elliott, Project Manager
Mr. Jason Steele, Administrative Appeal Review Officer
USACE, Asheville Regulatory Field Office
CESAD-PDO
151 Patton Ave
U.S. Army Corps of Engineers, South Atlantic Division
RM 208
60 Forsyth Street, Room 10M15
Asheville, NC 28801
Atlanta, Georgia 30303-8801
828-271-7980
Phone: [phone]
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 opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: William Elliott, 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. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-
8801. Phone: [phone]

A TTA CHMEN r A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A; REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): W241201-5
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD;
Chadulle Walk iformedy Charlotte-Meckfenhurft Willies Department); POC; Mr. Arnold Jarrell
5140 prookehlre Sotgevard, Charlotte, NC 28218
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
Wilmington District- Asheville Regulatory Fief omoe 6 fS /I I,t/ - P& 0113
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
N. odheast side of Lancaster Highway to Lawyers Road, parallel to McAlpine Crook
(USE THE ATTACHED TABLE_ TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC County/parishlborough: Mecklenburg ___ - City-, Charlotte
Center coordinates of site (lat/long in degree decimal format):
Lat. 3 IMI ON; Long. 64.781.V °W,
Universal Transverse Mercator: ,NAD83
Name of nearest waterbody: McAlpine Creek, Irvins Crook
Identify (estimate) amount of waters In the review area:
Nan-wetiand waters:
34.131 linear feet: 20 width (ft) and/or acres.
Cowardin Class: R2SB3, R4SB3
Stream Flow: perennial, In►efrMtert
Wetlands: 5.38 acres.
Cowardin Mass: PEW PF01
Name of any Water bodies on the site that have been identified as Section 10
waters:
Tidal:
Non -Tidal: - - -

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY)c
❑ Office (Desk) Determination, Date.
W] Field Determination. Date(s): Aird S. 200e, Mgusl 20,2009
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply o chocked Items should be included in case file and,
where checked and requested, appropriately reference sources below);
Q Maps, plans, plots or plat submitted by or on behalf of the
applicahticonsultant:
Q Data sheets prepared/submitted by or on behalf of the
app ' ht/consultant.
Office concurs with data sheets/delineation report.
Office does not concur with data sheets/delineation report.
❑ 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
Q U.S. Geological Survey map(s). Cite scale & quad name,11
USDA Natural Resources Conservation Service 'Soll'Sunrey,
Citation:
❑ National wetlands inventory map(s). Cite nape:__
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:.
❑ 1 oo-year Floodplain Elevation is
(National Geodectic Vertical Datum of 1929)
Photographs: ❑ Aerial (Name & Date): or
❑ Other (Name & Date):
Q Previous determination (s). File no. and date of response letter: GAc-2005-3157G
❑ Other information (please specify) r.AQ-2dC7-1904.3$0. SAW-2oo0-01131
2

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Neverthele§s, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
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 non -reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional Waters; (2) that the applicant has the option to request an approved
JID before accepting the terms and -conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
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)
that 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) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity In reliance on any forth of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes 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 approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JP, 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,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
G.F.R. 331.5(a)(2)). If, during that administrative appeal, It becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of Jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.

This preliminary JR finds that there "Wray be" waters of the United States on the
subject project site, and Identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information,
later iurisdictional determinations.
Signat re and date of
Regulatory Project Manager
(REQUIRED)
4
."l
zr-�r 11/24/2015
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

Site Number
Latitude
Longitude
Estimated
Amount of
Aquatic
Resource
in Review
Area
Class of Aquatic
Resource
McAlpine Creek
N35.12807
W80.78117
4.37 mi
non -section 10 -- non -tidal
Irvins Creek
N35.12807
W80.78117
40 If
non -section 10 -- non -tidal
UT to McAlpine
Creek
N35.12807
W80.78117
11,021 If
non -section 10 -- non -tidal
Wetlands
N35.12807
W80.78117
5.38 acres
non -section 10 --wetlands

McAlpine Relief Sewer Phase IV
Attachments
ATTACHMENT H:
NCNHP Report
August 21, 2018
CWS Project No. 2018-0054

North Carolina Department of Natural and Cultural Resources
Natural Heritage Program
Governor Roy Cooper Secretary Susi H. Hamilton
July 19, 2018
Megan Shelton
Carolina Wetland Services
550 East Westinghouse Blvd
Charlotte , NC 28273
RE: McAlpine Relief Sewer Phase IV
Dear Megan Shelton:
N C N H D E-6497
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information
about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, and/or conservation/managed areas within the proposed project boundary. These
results are presented in the attached 'Documented Occurrences' tables and map.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that have been
documented within a one -mile radius of the property boundary. The proximity of these records suggests that
these natural heritage elements may potentially be present in the project area if suitable habitat exists. Tables of
natural areas and conservation/managed areas within a one -mile radius of the project area, if any, are also
included in this report.
If a Federally -listed species is documented within the project area or indicated within a one -mile radius of the
project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for guidance.
Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation planning, project
review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions.
Information provided by the NCNHP database may not be published without prior written notification to the
NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP
data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Clean Water Management Trust Fund easement, or an
occurrence of a Federally -listed species is documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance, please
contact Rodney A. Butler at rod ney.butler e ncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
MAILING ADDRESS: Telephone: [phone] LOCATION:
1659 Mail Service Center www.ncnhp.org 121 West Jones Street
Raleigh, NC 27699-1651 Raleigh, NC 27603

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McAlpine Relief Sewer Phase IV
Attachments
ATTACHMENT I:
SHPO Correspondence
August 21, 2018
CWS Project No. 2018-0054

North Carolina Department of Cultural Resources
State Historic Preservation Office
David L. S. Brook, Administrator
James B. Hunt Jr., Governor Division of Archives and History
Betty Ray McCain, Secretary Jeffrey J. Crow, Director
May 5,2000
Mr. Michael A. Iagnocco
Senior Environmental Scientist
LAW Engineering
2801 orkmont Rd.
Charlotte, NC 28208
Re: Charlotte -Mecklenburg Utility Department Proposed McAlpine Creek Relief Sewer,
Mecklenburg County, CH No. 99-E-4300-0664, Law Project No. 30100-9-4350
Dear Mr. Iagnocco:
Thank you for transmitting the archeological report on the subject project that was received on April 7,
2000.
The North Carolina archeological report guidelines state that acreage for a project must be provided as
well as a map illustrating differences in survey strategies. The report states "wet, disturbed, and
steeply sloped areas... were not subjected to intensive survey" and that "The majority of the project
area was in wetlands or in disturbed or sloped areas." Please provide the acreage for the project, the
map showing survey strategies, and the numbers of acreage that were actually intensively surveyed.
A revised management summary providing information about acreage and survey strategy as well as a
figure illustrating areas actually intensively surveyed may be provided as errata sheets to be added to
the report on file. We appreciate the photographs of the project area.
Based on the information presented in the report it appears no archaeological sites eligible for the
National Register will be impacted by proposed project.
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.
Location Mailing Address Telephone/Fax
ADMINISTRATION 507 N. Blount St., Raleigh NC 4617 Mail Service Center, Raleigh NC 27699-4617 [phone] • 733-8653
ARCHAEOLOGY 421 N. Blount St., Raleigh NC 4619 Mail Service Center, Raleigh NC 27699-4619 [phone] • 715-2671
RESTORATION 515 N. Blount St., Raleigh NC 4613 Mail Service Center, Raleigh NC 27699-4613 [phone] • 715-4801
SURVEY & PLANNING 515 N. Blount St., Raleigh NC 4618 Mail Service Center, Raleigh NC 27699-4618 [phone] • 715-4801

page 2
Thank you for your cooperation and consideration. If you have questions concerning the above
comment, please contact Renee Gledhill -Earley, environmental review coordinator, at 919/733-4763.
Sincerely,
C_e"r�Q-c_- -
David Brook
Deputy State Historic Preservation Officer
DB:scb
cc: Steve Chapin, ACOE-Asheville

North Carolina Department of Cultural Resources
State Historic Preservation Office
David L. S. Brook, Administrator
James B. Hunt Jr., Governor Division of Archives and History
Betty Ray McCain, Secretary Jeffrey J. Crow, Director
June 29, 2000
Mr. Michael A. Iagnocco, Senior Environmental Scientist
LAW Engineering
2801 Yorkmont Rd.
Charlotte, NC 28208
Re: Charlotte -Mecklenburg Utility Department Proposed McAlpine Creek Relief Sewer
Law Project No. 30100-9-4350, Mecklenburg County, CH No. 99-E-4300-0664
Dear Mr. Iagnocco:
Thank you for transmitting the revised archeological report for the above -referenced project. The
report states no archaeological sites were discovered.
Based on the information presented in the report, we concur that no archaeological sites eligible for the
National Register of Historic places will be affected by proposed undertaking.
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, please contact Renee Gledhill -Earley, environmental review coordinator, at 919/733-4763.
Sincerely,
.CJ' David Brook
Deputy State Historic Preservation Officer
DB:scb
cc: Steve Chapin, ACOE-Asheville
Location Mailing Address Telephone/Fax
ADMINISTRATION 507 N. Blount St., Raleigh NC 4617 Mail Service Center, Raleigh NC 27699-4617 [phone] - 733-8653
ARCHAEOLOGY 421 N. Blount St., Raleigh NC 4619 Mail Service Center, Raleigh NC 27699-4619 [phone] - 715-2671
RESTORATION 515 N. Blount St., Raleigh NC 4613 Mail Service Center, Raleigh NC 27699-4613 [phone] - 715-4801
SURVEY & PLANNING 515 N. Blount St., Raleigh NC 4618 Mail Service Center, Raleigh NC 276994618 [phone] - 715-4801

STAT' ,..
ire
4w
North Carolina Department of Cultural Resources
State Historic Preservation Office
David L. S. Brook, Administrator
James B. Hunt Jr., Governor Division of Archives and History
Betty Ray McCain, Secretary Jeffrey J. Crow, Director
September 22, 2000
Mr. Michael A. Iagnocco, Senior Environmental Scientist
LAW Engineering
2801 Yorkmont Rd.
Charlotte, NC 28208
Re: Charlotte -Mecklenburg Utility Department, Proposed McAlpine Creek Relief Sewer,
Mecklenburg County, CH No. 99-E-4300-0664, Law Project No. 30100-9-4350
Dear Mr. Iagnocco:
Thank you for transmitting the addendum to the revised archeological report on the subject
project that was received on July 31, 2000. The addendum states no archaeological sites were
discovered during a reconnaissance survey along the proposed line addition.
Based on the information presented, no archaeological sites eligible for the National Register
will be impacted by the addition to the proposed project.
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 919/733-4763.
Sincerely,
Davi rook
Deputy State Historic Preservation Officer
DB:kgc
cc: Steve Chapin, ACOE, Asheville
ADMINISTRATION
ARCHAEOLOGY
RESTORATION
SURVEY & PLANNING
Location
Mailing Address
507 N. Blount St., Raleigh NC
4617 Mail Service Center, Raleigh NC 27699-4617
421 N. Blount St., Raleigh NC
4619 Mail Service Center, Raleigh NC 27699-4619
515 N. Blount St., Raleigh NC
4613 Mail Service Center, Raleigh NC 27699-4613
515 N. Blount St., Raleigh NC
4618 Mail Service Center, Raleigh NC 27699-4618
Telephone/Fax
[phone] • 733-8653
[phone] • 715-2671
[phone] 715-4801
[phone] • 715-4801

McAlpine Relief Sewer Phase IV
Attachments
ATTACHMENT J:
DMS ILF Approval
August 21, 2018
CWS Project No. 2018-0054

Mittgatim Serwces
6Nv1R91i1MNTAL OUALITr
August 20, 2018
Amy Vershel
Charlotte Water
5100 Brookshire Blvd
Charlotte, NC 28216
Project: McAlpine Relief Sewer Phase IV
ROY COOPER
Gevernor
MICHAEL S. REGAN
Secretary
Expiration of Acceptance: 2/20/2019
County: Mecklenburg
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin Impact Location Impact Type Impact Quantity
Catawba 103050103 1 Riparian Wetland 1 0.40
"DMS proposes to utilize the Catawba 03 Expanded Service Area to meet the mitigation requirement.
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010 and
15A NCAC 02B .0295 as applicable. Thank you for your interest in the DMS in -lieu fee mitigation program.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
cc: Aliisa Harjumiemi, agent
Sincerely,
Ja e . B Stanfill
Assp,t anagement Supervisor
State of North Carolina I Environmental Quality I Mitigation Services
1652 Mail Service Center I Raleigh, NC 27699-1652 1 217 W. Jones Street Suite 3000
919 707 8976 T