20020431 Ver 1_COMPLETE FILE_20020318

OF wArF9 Michael F. Easley, Governor
William G. Ross Jr., Secretary
?O? ?G North Carolina Department of Environment and Natural Resources
C Gregory J. Thorpe, Ph.D.
a Acting Director
Division of Water Quality
April 9, 2001
Mecklenburg County
DWQ Project #: 020431
APPROVAL OF 401 Quality Certification with ADDITIONAL CONDITIONS
The City of Charlotte Storm Water Services
c/o Ms. Mary C. Murray, PWS
600 East Fourth Street
Charlotte, NC 28203
Dear Ms. Murray:
RE: 4100 Pineville-Matthews Road Project
You have our approval, in accordance with the attached conditions and those listed below, to impact 222 .
feet of waters of Stream A and unnamed tributary to McAlpine Creek for enhancement and stabilization in the
Cedarwood Country Club, as you described in your application dated March 18, 2002. After reviewing your
application we have decided, this fill is covered by General Water Quality Certification Numbers 3353 and 3376.
These certifications allow you to use Nationwide Permit Numbers 3 and 13 when the Corps of Engineers issues
them. In addition, you should get any other federal, state or local permits before you go ahead with your project
including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water
Supply Watershed regulations. This approval will expire when the accompanying 404 or CAMA 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 except as
modified below. If you change your project, you must notify us and you may be required to send us a new
application.. If the property is sold, the new owner must be given a copy of this Certification and approval letter
and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the
future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6)
and (7). This approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided
in the General Certification. For this approval to be valid, you must follow the conditions listed in the attached
certification and any additional conditions listed below.
1. Upon completion of the project, the NCDOT shall complete and return the enclosed "Certification of
Completion Form" to notify DWQ that all the work included in the 401 Certification has been
completed. The responsible party shall complete the attached form and return it to the 401/Wetlands
Unit of the Division of Water Quality.
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 petition,
which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. 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 under Section 401 of the Clean Water Act.
If you have any questions, please telephone John Dorney at 919-733-1786 or Pete Colwell at our Mooresville
Regional Office at 704-663-6040.
Sincerely,
?t 2
Gr gory J. Thorpe, Ph.D
?'+wA
NCDE1W
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetiands
Attachments
cc: Corps of Engineers Asheville Field Office
Mooresville DWQ Regional Office
File copy
Central Files
Raleigh Division of Land Resources
Mr. Gregory C. Antemann, PWS, Carolina Wetland Services
?.-P
Chorloffe-Mecklenburg
STORM
WATER
Services .v
Mr. John Dorney
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
2321 Crabtree Blvd., Suite 250
Raleigh, North Carolina 27604
3v ? ?
Subject: Courtesy Copy of Nationwide Permit Verification
City of Charlotte Storm Water Services
Storm Water Maintenance Project
4100 Pineville-Matthews Road
Charlotte, North Carolina
Dear John:
" J
15, 2002
M'o!! I
__7117 _17

City of Charlotte Storm Water Services (CSWS) is submitting this courtesy copy of the
Jurisdictional Determination Report and Request for Verification for the 4100 Pineville-
Matthews Road Project. CSWS is requesting that the U.S. Army Corps of Engineers
provide a jurisdictional determination regarding the presence of jurisdictional waters of the
U.S., including wetlands within the project limits defined in this submittal. The project is
located in the Cedarwood Country Club in south Charlotte (See Figure 1). The project
involves the replacement of approximately 754 linear feet of existing pipe and the
enhancement and stabilization of approximately 222 linear feet of Stream A, an unnamed
tributary to McAlpine Creek (See Figure 3). We are sending you three courtesy copies of
this submittal in accordance with the General Certification for NWP No. 13 for bank
stabilization activities, effective March 18, 2002. This stream enhancement project will not
disturb wetlands and is not being conducted for compensatory mitigation credits.
Please review the Jurisdictional Determination Report and Request for Verification that
includes the flowing attachments:
• Attachment A - Request for Jurisdictional Determination Form
• Attachment B - Figure 1. USGS Topographic Map
• Attachment B - Figure 2. NRCS Soil Survey Map
• Attachment B - Figure 3. Approximate Jurisdictional Boundary Field Map
• Attachment C - USACE Intermittent Channel Evaluation Form
• Attachment D -NCDWQ Stream Classification Form
• Attachment E - Routine On-site Data Form
• Attachment F - Representative Photographs
• Attachment G - Plans of Proposed Work
To report drainage problems: 336-RAIN
Printed on recycled paper.
Mr. John Dorney
March 15, 2002
Page 2
If you have any questions concerning this project, don't hesitate to call me at [phone].
Thank you for your attention to this matter.
Sincerely,
?--
Mary C. Murray, P.W.S.
Mitigation and Permitting Administrator
Attachments
Carolina Wetland Services
Jurisdictional Determination Report
and Request for Verification
4100 Pineville-Matthews Road Project
Charlotte, North Carolina
CWS Project No. 2002-0188
March 15, 2002
Prepared by:
Carolina Wetland Services
528 East Boulevard, Suite 101
Charlotte, North Carolina 28203
Contact: Mr. Gregory C. Antemann, P.W.S.
[phone]
Prepared for:
The City of Charlotte Storm Water Services
600 East Fourth Street
Charlotte, North Carolina 28202-2844
Contact: Ms. Mary C. Murray, P.W.S.
[phone]
528 East Blvd., Suite 101 • Charlotte, NC 28203 • [phone] Office • [phone] Fax
??? www.cau-olinawctlandserviccs.com
4100 Pineville-Matthews Road Project March 15, 2002
Jurisdictional Determination Report and Request for Verification Project No. 2002-0188
Table of Contents
Executive Summary ......................................................................................................................... 1
Introduction ...................................................................................................................................... 2
Methods ........................................................................................................................................... 2
Results .............................................................................................................................................. 3
Project Description ...........................................................................................................................4
Proposed Impacts .............................................................................................................................4
Avoidance and Minimization ...........................................................................................................5
Request for Verification ...................................................................................................................5
List of Attachments
Attachment A - Request for Jurisdictional Determination Form
Attachment B - Figure 1. USGS Site Location Map
Attachment B - Figure 2. NRCS Soil Survey
Attachment B - Figure 3. Approximate Jurisdictional Boundary Field Map
Attachment C - USACE Intermittent Channel Evaluation Form
Attachment D - NCDWQ Stream Classification Form
Attachment E - Routine On-Site Data Form
Attachment F - Representative Photographs
Attachment G - Plans of Proposed Work
I
' 4100 Pineville-Matthews Road Project March 15, 2002
Jurisdictional Determination Report and Request for Verification Project No. 2002-0188
Executive Summary
' The 4100 Pineville-Matthews Road Project will consist of the replacement of 754 linear feet of
existing pipe and the enhancement and stabilization of approximately 222 linear feet of unimportant
' intermittent stream channel (Stream A). Charlotte Storm Water Services (CSWS) has retained
Carolina Wetland Services, Inc. (CWS) to perform environmental permitting services for this
project. The site is located within the Cedarwood Country Club in south Charlotte, approximately
2/3 of a mile west of the intersection of Providence Road (SR 16) and Pineville-Matthews Road
(SR 51) (Attachment B - Figures 1 and 2).
The results of the on-site field investigation conducted by CWS indicate that there is one on-site
' jurisdictional stream channel that will be affected by the proposed improvements: Stream A
(Attachment B - Figure 3). Stream A was determined to be an unimportant intermittent channel.
' It is our understanding that the activities associated with this project do not require formal
"notification" under Nationwide Permit Nos. 3 and 13 (effective March 18, 2002). CSWS is
requesting written verification of the jurisdictional determination of Stream A and this project's
compliance with Section 404 of the Clean Water Act. A Request for a Jurisdictional Determination
' Form has been included with this submittal as Attachment A.
4100 Pineville-Matthews Road Project March 15, 2002
Jurisdictional Determination Report and Request for Verification Project No. 2002-0188
I
I
I

I
Introduction
The 4100 Pineville-Matthews Road Project site is located in the Cedarwood Country Club in south
Charlotte, approximately 2/3 of a mile west of the intersection of Providence Road and Pineville-
Matthews Road (Attachment B - Figures I and 2). This project has two components: the
replacement of existing pipe (754 linear feet of pipe and 68 linear feet of rip rap) and the
enhancement and stabilization of 222 linear feet of Stream A. Charlotte Storm Water Services
(CSWS) has retained Carolina Wetland Services, Inc. (CWS) to perform environmental permitting
services for this project.
Methods
On February 21, 2002, CWS's Gregory C. Antemann and Isaac J. Hinson approximated on-site
jurisdictional waters of the U.S. ' within the project area (Attachment B - Figure 3). Potential
jurisdictional wetlands were investigated on-site using the U.S. Army Corps of Engineers
(USACE) - Routine On-Site Determination Method. This method is defined in the 1987 Corps of
Engineers Wetlands Delineation Manual .Z No adjacent wetland areas were identified during the
field investigation. Jurisdictional areas within the project limits consist of the bed and bank of
Stream A. A Routine On-Site Data Form, representative of a non jurisdictional upland area
adjacent to the on-site channel, has been included as Attachment E.
Jurisdictional waters of the U.S. were classified according to recent NCDWQ3 and USACE
guidance. The NCDWQ Stream Classification Form includes a qualitative review of channel
characteristics and sampling with a D-shaped dip net at various segments of on-site jurisdictional
stream channels. The NCDWQ stream classification provides insight into the quantity and type
of mitigation that will be required for impacts. The USACE Intermittent Channel Evaluation
Form classifies a stream channel as either perennial, important intermittent (providing a function
to aquatic resources), or unimportant intermittent (not providing a function to aquatic resources).
"Jurisdictional waters of the U.S." includes essentially all surface waters such as: all navigable waters and their tributaries, all
interstate waters and their tributaries, all wetlands adjacent to these waters, and all impoundments of these waters.
2 Environmental Laboratory. 1987. "Corps of Engineers Wetlands Delineation Manual," Technical Report Y-87-1, US Army Engineer
Waterways Experiment Station, Vicksburg, Mississippi.
North Carolina Division of Water Quality Stream Classification Method. Version 2.0. 1999.
2
' 4100 Pineville-Matthews Road Project March 15, 2002
Jurisdictional Determination Report and Request for Verification Project No. 2002-0188
Results
' The results of the field investigation indicate that there is one jurisdictional stream channel
(Stream A) within the project area. On-site jurisdictional waters of the U.S. are unnamed
' tributaries to McAlpine Creek. McAlpine Creek is part of the Catawba River basin and is rated
"Class C Waters" by the NCDWQ.
Stream A appears to be an unimportant intermittent channel and generally flows north across the
' project area. Approximately 270 linear feet of Stream A occurs within the limits of the project.
This stream exhibits a variety of substrate, ranging in size from coarse sand to gravel. Stream A
' has a well-defined bankfull bench and a continuous bed and bank
(Attachments C and D - SCP# 1). Neither aquatic life nor habitat was observed within the
' channel during the on-site field investigation. Stream A rated a 26.0 out of a possible 71 points
on the NCDWQ Stream Classification Form. Photographs of this stream channel have been
t included as Attachment F - Photographs A and B.
' A "Request for Jurisdictional Determination" has been included with this submittal
(Attachment A). The Jurisdictional Determination package includes a(n):
i
USGS Site Location Map (Attachment B - Figure 1)
NRCS Soil Survey (Attachment B - Figure 2)
Approximate Jurisdictional Boundary Field Map (Attachment B - Figure 3)
USACE Intermittent Channel Evaluation Form (Attachment C)
NCDWQ Stream Classification Form (Attachment D)
Routine On-Site Data Form (Attachment E)
Representative Photographs (Attachment F)
Plans of Proposed Work (Attachment G - Sheet Nos. 1-6)
3
' 4100 Pineville-Matthews Road Project March 15, 2002
Jurisdictional Determination Report and Request for Verification Project No. 2002-0188
Project Description
' The 4100 Pineville-Matthews Road Project will consist of the replacement of 755 linear feet of
existing pipe and the enhancement and stabilization of approximately 222 linear feet of unimportant
' intermittent stream channel (Stream A). The pipe replacements and associated stabilization will
occur under NWP No. 3. The stream bank stabilization will occur under NWP No. 13. CSWS is
' not requesting mitigation credits for the enhancement of Stream A
t Proposed Impacts
Under NWP No. 3, CSWS proposes to replace a total of 575 linear feet of failing 36" Corrugated
Metal Pipe (CMP) with 30" Reinforced Concrete Pipe (RCP) (Attachment G - Sheet Nos. 2 and 3).
' This pipe replacement is necessary to replace a failing corroded metal pipe that is located upstream
of Stream A. A 24-foot rip rap apron will be constructed at the outlet of this pipe for structure
' protection. This pipe is being extended three feet to protect a 36-inch diameter American elm tree
(Ulmus americana) within the project's construction limits based on requests from the Cedarwood
' Golf Course and neighborhood residents. Downstream of Stream A, CSWS proposes to replace
approximately 179 linear feet of 24" CMP with 180 linear feet of RCP (Attachment G - Sheet No.
' 1) This pipe replacement is necessary to replace the undersized 24" pipe. A 20-foot and 24-foot rip
rap apron will be constructed at the inlet and outlet of this pipe for structure protection.
' Under NWP No. 13, CSWS proposes to enhance and stabilize approximately 222 linear feet of
Stream A (Attachment G - Sheet Nos. 1 and 2). The stream banks along Stream A will be re-
graded to improve its ability to convey storm water run-off and to control erosion. Erosion control
matting will be used on all exposed banks. This matting will be supplemented with rip rap along
the outside of the meander bends of the channel. The natural meanders of the channel will be
maintained to preserve the channel's natural pattern.
4
4100 Pineville-Matthews Road Project March 15, 2002
Jurisdictional Determination Report and Request for Verification Project No. 2002-0188
Avoidance and Minimization
The placement of rip rap within the active channel bed will be minimized to the maximum extent
practicable. Shear stress calculated for Stream A's natural bends is greater than the permissible
shear stress allowed for the specified erosion control matting. The specified erosion control matting
has a maximum permissible shear stress of 2.25 lbs/ft2. The shear stress on the channel bends was
calculated to be above 2.7 lbs/ft2. Therefore, approximately 55 linear feet of rip rap will be placed
along the toe of slope of the right bank and 25 linear feet will be placed along the toe of slope of the
left bank. These activities are illustrated in Attachment G - Sheet Nos. 1 and 2. No mitigation for
impacts associated with this project is being proposed at this time. The enhancement of Stream A
will likely improve the water quality of downstream waters through a reduction in sediment
loading.
Request for Verification
CSWS is requesting written verification of the jurisdictional determination of Stream A and this
project's compliance with Section 404 of the Clean Water Act. A request for a Jurisdictional
Determination Form has been included as Attachment A.
5
REQUEST FOR JURISDICTIONAL DETERMINATION
DATE: March 15, 2002
COUNTY Mecklenburg County North Carolina TOTAL ACREAGE OF TRACT N/A linear project
PROJECT NAME (if applicable) 4100 Pineville-Matthews Road Project
PROPERTY OWNER/AGENT (name, address and phone):
City of Charlotte Storm Water Services
POC: Ms. Marv C. Murray, PWS at [phone]
600 East Fourth Street
Charlotte, North Carolina 28202-2844
NAME OF CONSULTANT, ENGINEER, DEVELOPER (if applicable):
Carolina Wetland Services, Inc.
POC: Gregory C. Antemann, PWS at [phone]
528 East Blvd., Suite 101
Charlotte, NC 28203
STATUS OF PROJECT (check one):
( ) On-going site work for development purposes
( X) Project in planning stages
(Type of project: maintenance )
( ) No specific development planned at present
ADDITIONAL INFORMATION REQUIRED:
Check items submitted - forward as much information as is available. At a minimum, the following first two items must be
forwarded.
(X ) USGS Site Location Map (Attachment B - Figure 1)
(X ) NRCS Soil Survey Sheet (Sheet No. 12 - Mecklenburg County) (Attachment B - Figure 2)
(X ) Approximate Jurisdictional Boundary Field Map (Attachment B - Figure 3)
(X ) Plans of Proposed Work (Attachment G - Sheet Nos. 1-6)
(X) USACE Intermittent Channel Evaluation Form (Attachment C)
(X) NCDWQ Stream Classification Form (Attachment D)
(X) Routine On-Site Form (Attachment E)
(X) Representative Photographs (Attachment F)
ignature of Property wner or
Authorized A e t
Mary C. Murray, P.W.S.

Approximate Scale 1" = 2000'
Reference: USGS 7.5 Minute Topographic Map Series, Weddington Quadrangle, North Carolina-South Carolina, Dated 19,W
Carolina Wetland Services
528 East Blvd., Suite 101
Charlotte, North Carolina 28203
?r
Figure 1. USGS Site Location Map
4100 Pineville-Matthews Road Project
Charlotte, North Carolina
CWS Project No. 2002-0188

YKCYAKCU r3Y
=TN 2 vnic
- is-o2 ??A z-e2
1
1
1
1
1
1
1
1
i
i
i
i
Carolina Wetland Services
528 East Blvd., Suite 101
Charlotte, North Carolina 28203
Sly
DATE
2 -15 °b2
Figure 2. NRCS Soil Survey
4100 Pineville-Matthews Road Project
Charlotte, North Carolina
CWS Project No. 2002-0188
CHECKED BY DATE
&CA 5,7-,02
4
Wk
I Approximate Scale 1" = 2000' -
Reference: Mecklenburg County Soil Survey, Sheet No. 12, dated 1990.
?NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE APPROXIMATED IN THE FIELD BY CWS ON FEBRUARY 21, 2002. JURISDICTIONAL ??O
WATERS OF THE U.S. HAVE NOT BEEN VERIFIED BY THE U.S. ARMY CORPS OF ENGINEERS.
26.
-? Xssa. ?
J ( WSE 620 /
- 613.6 /
625.4 / hole e6 1 1\ 1 S B
l ?`l Hole ela /
626.7
/ X \ 1 -
r' ? 1
hole I
tdarwood
luntry Club
(Pvt) 630
/I lo
1
hole 018 N I
' II
hale ell
I
•
0649.2
•
•
•
?lS37.
r /
MSE
613.6
17 '
\) / 63
i B
?+I.-.l
\ DPx1•
SCPM1:

630
/ hol
/
Carolina Wetland Services

LEGEND
.? PROJECT LIMITS
?...• JURISDICTIONAL STREAM CHANNEL
• • • • • EXISTING PIPE
• SC'P# 1 STREAM CLASSIFICATION POINT
• DP# I DATA POINT
01, PHOTO LOCATION AND DIRECTION
SCALE - I" _ 200'

X
OP 641
n
(1528 East Blvd., Suite 101
Charlotte, North Carolina 28203
REFERENCE- CITY OF CHARLOTTE TOPOGRAPHIC MAPPING, SHEET NO. N-39,
DATED 1994.
Figure 3. Approximate Jurisdictional Boundary
Field Map
4100 Pineville-Matthews Road Project
Charlotte, North Carolina
CWS Project No. 2002-0188
PREPARED BY DATE J CHECKED 7DATt
NTH L-L6 -o GLft - 2-62
INTERMITTENT CHANNEL
' EVALUATION FORM '
ACTION ID:_ APPLICANT NAME City of Charlotte Storm Water Services DATE: 2/21/02
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.): culvert replacement, channel stabilization
' WATERBODY/RIVER BASIN: Catawba River Basin _ COUNTY/CITY: Mecklenburg/Charlotte
RECENT WEATHER CONDITIONS: Rain within_48 hours
P SP NP Observation Comments or Description
X Fish/Shellfish/Crustaceans Present
X Benthic Macro Invertebrates
X Amphibians Present/Breed int
X Algae And/Or Fungus (water- uad litY function)
X Wildlife Channel Use (i.e. tracks, feces, shells, others)
X Federally Protected Species Present (Discontinue)
X Riffle/Pool Structure
X Stable Streambanks Eroding banks

x _ Channel Substrate
i.e. ravel, cobble, rock, coarse sand)
Gravel, coarse sand

x
Ri arian Cano y Present (SP =/> 50% closure) ,4eer rubrurn, Ulnrus+rubra, Salix nigra,
Liquidam or styracifula
x Undercut Banks/ In-stream habitat Structure Undercut banks
x Flow In Channel
X Wetlands Adjacent to/Contimious with Channel (Discontinue) _
N/A Persistent Pools/Saturated Bottom (Jame than Sept.) _
N/A Seeps/Ground water Discharge (June thru Sept.)
X _ Adjacent Floodplain Present
X Wrack Material or Drift Lines
X Hydro h is Vegetation in/adjacent to channel SaliX nigra, Liquidanabar s yraci ula
Important To Domestic Water Supply? Y N
Does Channel Appear On A Quad Or Soils Map? Y / N Approx. Drainage Area: Appmximately 40 Acres
Determination:
? Perennial Channel (stop) ? Important Channel: ___LF PROJECT MGR. Initials---
® Intermittent Channel (proceed) ® Unimportant Channel:- 270 IT
? Ephemeral Channel (no jd) (attach map indicating location of impotlant/unimpor(ant channel)
? Ditch Through Upland (no jd)
INaluator's Signaturc:? ?? C ? -
P=Present SP=Strongly Present NP=Not Present - 1t?ory C. Antemann- PWS
NCpwQ Stream Classifieatiou Form Stream A - Unimportant Intermittent
Project Name: 8100 Pinevillc_Mattltews Rd. Project River Basin: Catawba County: Mecklenburg- Evaluators: Gregory C. Antemann P S and Jsaac J. Hinson
DWQ Project Number Nearest Named Stream: McAlpine Creek Signatures: ;,CA ?
Date: 2/2l/ 2 _ __ _ USGS QUAD: Weddington. NC-SC Longitude: W80'47'33" Latitude: N35e5' 7
Location/Directions: Frotn_ Charlotte, take Providence. Road south-for 9 mileS Tu(:n.ri?ht,_0ntQ Pineville-Matthews Road. Go 0.5 mines to
Cedarwood Country Club onyouur right. -?_ -- -
•PLEASE NOTE: If -fatale and lnudaaer agree tlml the feature is n num-mule ditch, then nse of this fare, is nw n ......!n:. Also, if in the hest professimud.itidgetnerA of the ewduator, the
feature is a nan-inerde ditch and not a ntodifred natural stream-this rating spatent should not he used'
Primary Field Indicators: (Circle One Number Per Line)
1, eomor holo Absent Weak Moderate Strong
1) Is ThereARifde-Pool Segrence 3
2) Is The USDA Texture In Streambed t?
Different From SurroundinTenain? U
3) Are Natural Levees Present? _._ i o 3
4) Is The Channel Sinuous? ? 2 3
5) Is Tltere An Active (Or Relic)
FloodplainPresent? 2_-__._._
___.
6) Is The Channet Braided?
7) Are Recent Alluvial Dp , Present? 3
8) Is There A Bankfull Beech Present's __ )
9) Is A Continuous Bed K Bank Present? 0 1 ?
Ditching And WITHO
Bed
Bank Coz, d B
f
(* UT Sinuo wil Ihcn Score IIJ _
t'
(As Indicated
Order
O
NO A 2°
On Tooo Mai) AndUOr In Field) Present?
PRIMARY GEOMORPLIOLOGY INDICATOR POIAiT.S: 14
11, Hydrology Absent Weak Moderate Strong
' 1) Is There A Groundwater
Flow/Discharge Preseit?.._.__._ I)_---- ----.._.1-------- ?--- --..__ 3- ---
PRIMARY HYDROLOGY INDICATOR POINTS: 0
' I) Are Fibrous Roots Presein In Streambed? -
2) Are Rooted Plants Present. In Streambed?
3) Is Pet-iohvton Present?
4) Are Bivalves Present?
PRIMARY BIOLOGY INDICATOR POINTS; 6
Secondary Field Indicators: (Circle One Number Per Linn)
-- -- ---- - -- I -
1. eornor holor Absent Weak Moderate Strong
1) Is Tltere A Head Cut Present In Channel?- 0_5-- 1.5
-

2) Is There A Grade Conn nl Pant In Channel?
0.5 -- ---

3) Does Topography Indicate A
1 _-
Natural Drainage Way? 0 OS ) 5
SECONDARY GEOMORPIIOLOGY INDICATOR POINTS: 2.5
' 11, Hydrology Absent Weal: Moderate Strong
1) is This Year's (Or Lasts) I_.eatlitter
Present In Streanibed'i _ 1. -
- 1 _ 0.5-_-- 0
-

2) is Sediment On Plants -{Or Debris) Present? ____ UC -

0.5

1 ----- - - ----
15
3) Are Wrack Lines Present? 0 0 5 I 5
'
4) Is Water In Channel And %49 Hrs Since 0
0 -
1.5
Last Known Rain? (*N077,'. It Dach Indicated In 0Abov e Skip Thm ,'re) And c llolow*)
5) Is There Water In Channel During Dry O 5 I
1.5
Qp-ltdjtiotts Orin Graxy ng_Scasonj? ,-
' fr Are H dric Soils Present In Sides Of Channel (Or In Headcnt)?-_,. Yes I No 0
SECONDA R )' If } nROf,OGY INDICATOR POINTS: 3.5
I nic rrur rtcsent _015 . - I
21.5
) Are Amnhibtails Present' __ 0 )
U 5
3) Are AguaticTurtles Prcacnt' 0 - _, 0 5 I I.5
- -- - -- -
--
) Ate Crayfish Present? U _ 0 5 1 5
8) Are Wetland Plants In Streambed? SAV
(* NOTE: If Total Absence QfAll Plants In Streambed
As Noted Above Skip I is b'ten UNLESS SAV Preuwf_)
SECONDARY BIOLOGY L/VDIC1 TOR POINTS: 0
QS
-- - 0_i _.J_._._.1.5
0.5 - I 1.5
Mostly 0I31. Mostly FACW Mostly FAC Mostly FACU
1 075 05 0
Mostly UPL
0
TOTAL POINTS (Primary i- Secondary)= 26 (If Greater Than Or Equal To 19 Points The,Vo-etun !s At Least Internritdent)
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: 4100 Pineville-Matthews Road Pro'ect Date: 02/21/02
Applicant: CRY of Charlotte Storm Water Services County: Mecklenburg
Investigator: Gre C. Antemann P.W.S. and Isaac J. Hinson State: NC
Do Normal Circumstances exist on the site? Yes No Community ID: upland
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP1
If needed, explain on reverse.
VEGETATION
Dominant Plant Species
1. Liquidambar styracifula Stratum
Tree Indicator
FAC+ Dominant Plant Species Stratum Indicator
9.
2. Ulrnus rubra 'Free FAC 10.
3. Salix nigra Tree 0131. 11.
4. Ligustrum sinense Shrub FAC 12.
5. Celtis laevigata Tree FAC W 13.
6. Juniperus virginiana Tree FACU- 14.
7. Lonicera japonica Vine FAC- 15.
8. Allhan canadense Hcrb FACU- 16.
Percent of Dominant Species that are OBL, FACW or FAC
63%
Remarks:
More than 50% of dominants are FAC or wetter.
HYDROLOGY
_ Recorded Data (Describe in remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
_ Saturated in Upper 12 Inches
_ Water Marks
_ Drift Lines
Field Observations: _ Sediment Deposits (on leaves)
Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) _ Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: >12 (in.) _ FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland hydroloey indicators are not present.
Routine Wetland Determination Page 1 of 2 3/15/2002
Anu A
Map Unit Name
(series and Phase): Iredell fine sandy loam (1 to 8 percent) Drainage Class mod. well drained
Field Observations
Taxonomy (Subgroup): thermic T is Ha ludalfs Confirm Mapped Type? Yes No
Profile Descri tion:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-12 B 10YR 3/4 10YR 4/6 common silt loam
_ Histosol _ Concretions
Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor _ Organic Streaking in Sandy Soils
Aquic Moisture Regime _ Listed on Local Hydric Soils List (Inclusions)
_ Reducing Conditions _ Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
Hydric soil indicators are not present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No (Circle)
Wetland Hydrology Present? Yes No (Circle)
Hydric Soils Present? Yes No Is this Samolinq Point Within a Wetland? Yes No
Approved by HQUSACE 2/92
Routine Wetland Determination Page 2 of 2 3/15/2002
i
4100
Juri$
i
i
i
i
i
i
i
latthews Road Project
termination Resort and Request for Verificat
March

-sp
Ay (` i of F? c.4
AL 17r ' 4 ' 5iP'+• t1'. i ,:.,!t?t,M, t _? +r .,tt
I'IJl+(OpJr JJ)JJ ??. Vii ()l tilrrniu A' I lniuilx wlill II11clIIIIII(-111
+'? =`i•' ? Rat ?z ? ? ????' a ? ??(
l r x .. h rrX ?. ??? ? 1
??t
i
I
II
III
i
i
I
'I
I
1
I
I 1
I'
I
I
i
I
63(
62'
62E
52?
522
621
61E
61E
614
612
61,
60E
6oE
604
602
1 I
I I

? I
w „i>
I

J 1

_ _ _ _
.. AME rllLINFC-

65P na N
.
I - = -- - ' ------ - / PROP GROUND
?
N. ? ? ?? _

OP 1605
W S 612 47
-
_
l R M0V, 179 OF __

4 LA
PLACE
4 %iSiOJv 2< Miff
I-
SS 24
ISSIPATCR HICKN
W
FABr2' ? I
?
I I
I

nI
?
r I
III;, VIII
? ?I?I? ?i
? ?I m
tD+00
LEDGEND
MATTING FOR EROSION CONTROL
RIPRAP
- rre - TOP OF BANK
GENERAL NOTES
1. THE UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE
THE CDNTPJLTOR IS TO V Rltt N THE FIELD THE LOCATION
OF ALL UTILITIES
2. CONTRACTOR TO VERIFY IN THE FIELD ALL ELEVATIONS
AND SLOPES SHOWN ON THE PLANS.
3. PROVIDE AT LEN TWO (2) WEEP HOLES IN EACH
ORARUGE STRUCTURE
n THIS PLAN IS NOT A PROPERIY BOUNDARY SUR AND
WAS NOT TENDED TO BE ONE.
S S- INSPECTOR MAY ADD TRE_ PROTECTION FENCE AS
NEE16 TO PROTECT SITE S.ECI IC ITEMS OR AREAS ON
THE WORK SITE
6. ANY TAA .IC CONTROL DEYI cS NECESSARY TO PERFC-
THE WORK TO BE PER THE MOST CURRENT EDCO OF THE
CHARLOT'E DEPARTMENT OF T-ISEORT IO wORK AREA
.
TRAFFIC CONTROL WWDBCOX (WATCH)
10+5C
11.00
/PLIIE 24 T CCLLA $$ I RIPRA?
DISSPATOR T SS 1P1 DN FABRIC
A RO% LOCAT10N
/ ,/,GF,P'1RE HHDR M
PROM. LDCAiiCH O
__,ING WATERLINE
L SP'L„E 1tEA1H R $ATELI'E
1 ?I`\
UN7 IF NEEDED
`- APPROX LOCATION OF 3'
IRRIGATION, ADJUST'IRP,IGA.TION -`
ABOVE STORM DRAIN
'IC 4' DRAIN INTO WALL
,TA 1O+5D
R. PLACE CDNC ENDW4L:
PER NCDOT SO 33801
630
623
626
624
622 \
520 N
F
W
518 =
W
516 W
U)
O
O
614 M
Q
612 N
W
Z
610 J
2
U
508 F-
Q
F
506
504
302
11+SC 12+00 12+50 13+07 1
REPLACE 14 Sy OF
/ CONCRETE PAD
RESEF JO LE OF
6 CHANLINK'FfNCE
TIE 8' PVC STORM PIPE
MTO WING WAN". .
RACE 20 FT,CIA5S'1,RJPRAP
D6APATCR iHNKNE55 41 ON REPIC
PEACE-30 fT CLASS I RIPRAP
'TOE WAIT PER DETAIL
5F5MEET5 Stream Al

REPLACE ABC.(e".THICKNESS)
ON &IJAB&E SUBGRAD"c

REMOVE +]9 -F CE 24- C M T + / Unimportant Intermittent

ILL,
i M

-
' Or CP'JBLE
-PRD '
3C
3C RCP G45S II
RC
APPROX
LOCATION OF
P
\
L'`
-
9
I
.
S
RINKLER
HEAD (RESET SPPNGLLR HEAD) _ L_
Si 2+29.9
`MATTING FOR EROSION CONTROL
REMOT EX. CONC END WALL
REPLACE PER DETAIL
REPLACE ASPHALT PATH

EXISTIN
APP OX LOCATION O
G MATCH EXISTING THICKNESS
E
r
WEATHER SATELUI< LINE PLANS PREPARED BY
ON SUI.AH'E SUBGRAD-
A PRO'. LOCAION OF _ OSINT'AASTRUCfURE
INC. f
APPROX LOCATION OF EXI
' ?]" IRRIGATION WATER LINE STING
n

v
ExISRNG WATERLINE

?
A
PPROM. LOCATION OF
/ ELEC'.RIC UNDERGROUND POWERLINES
IS MA? S NO EFR'lr'-? LiSY OF RIAWDT[E I.,
iEAND HAS CO. BEEN
REVIEWED PRELIMMARY StORIRA'1}g YALYIS.Y,WCE
B R A LOr GOV.TH IAN' !? Y.L :oe'Y
CE WIH
_
A EAC7 ' E DMPL.A':L M RN: Do NOf Use For n__ 4100 PMEVSILE 11ATTIL.iS ROAil
APPL'CAB E LAID J_Lr1WMEhT CN U=, NO7
TCIH CAItOWA
RECULAT;ONS
M
j Carolina Wetland Services
528 East Blvd., Suite 101
Charlotte, North Carolina 28203
REFERENCE'. PLANS PREPARED BY G.S. INFRASTRUCTURE, DATED MARCH I, 2001
Sheet 1. Proposed Plans
4100 Pineville-Matthews Road Project
Charlotte, North Carolina
CWS Proiect No. 2002-0188
GRAPHICAL SCALE:
HORIZONTAL: I"= 40'
VERTICAL: I" = 8'
LEGEND:
I..., JURISDICTIONAL WATERS OF THE U.S.

634
i
6321

I I I
629
?
I

626
I I
?
W J
W
00
W 6221

I N k-
? 620-

Q 619

63<

?- J

-
1630

1628

626
-RP.OP GROUND
624
u
N
Z 616 ?_- x. aNnum _
I S -?_
1- 614
612
610 ? I
606
- -- t--
6C6' j
III
i ! AD.^iCllD

I MATTING FOR EROSION CONTRO.
RIPRAP

-Ry- TOP OF BANK
I
I
i
I
'll
SESERAL NOTES'.
I. THE UTILITIES SHOWN ON THIS PLAN APE APPROXIMATE
ilk CONTRACTOR 6 To WRIFY IN THE FIELD THE LOCAPO
OF Al L'I[GIES
2 CD- TO VERIFY IN THE FIELD ALL E-ATI0N5
AND SLOPES SHOWN ON A LA'S
3. PROVIDE Al LL`/Sf TWO (2) W'E HOLES N ETCH
DRAINAGE STRUCTURE.
. THIS PIAA IS NOT A PROP- 9OUNOARY SJRVEY AND
WAS NOT (MENDED TO BE ONE
5. SITE INSPECTOR MAY ADD TREE PROT- TION FENCE AS
VEEOEC TO PROTECT SITE SPECL'IC RFA15 DR MFRS ON
H NCR' ""
6. ANY TRAFFIC CONTROL DEUCES NECESSARY TC P RFORV.
' TH WORK TO BE PER THE OS" CURRENT ED,-ION OF THE
l CHARLOTTE D?FRILLT 0 1RANSPOP7ADON WORK AREA
1, A FC CONTROL HMDBO

I.D.
3+5C
-0C
- n III
III
15*OC 15.5, 16+OC

PACE 24 F7 CLASS - R'.PRAP
1SSPAiOR "'I=KNE$$ 2? ON FABRIC
PLACE 25 FTC ASS I RIPRAP ?S.A 14+95 1
TOE WALL PER D TA L /?If RE
SEE SHEET 5 PLACE CONIC ENDWA' PER NCDOT STD 638.01
_ REPLACE PIKE vniH 198 L"
2 of 35' RCP CLASS II.
PRO% CCATON OF
Lip '/? D PVC WATERLINE
_
nt / OFFSET PER DETAIL
s? n
(iT A APPROX.: OCATION OF 2" PV.,
?j,9 MA'^N3 ROSCN NnR7, F DFSET PYR D,"A.:
PLF"E 25 T CLASS RIPRAP
Stream SEE SAL PER DETA._
N SEE SHEET
5 '.
Unimportant Intermittent
,HIS MAP IS NOT A C RTI IEC
SURVEY AND HAS NOT BEEN
REVIEVF0 BY A LO AL GOVER-EN-
AGENCY FDR CON LAIC W-N ANY
APPLICABLE LAND CET LCPM,.
REGJ.ATIONS
622 W
W
N
__ - - - T 1621
- j-PR1°. GROUND -,'`PIP' ktit`R98-L=-a' RCP CLA S` iN Q I73?_ ,0
- 616 Z
- ? ?61a =
V
?
`I -
LAu 24 $$IPATDR T T J HICKN ASS I S$ 2a.L RIPNAP F_
ON FABRIC a
612
I I
I
I I6o6
/-TIE Z' DRAIN -0 PROP, 36' RCP
/ AND CONSTRUCT JUNCTION BOX
o
0
QF
a ? .La,x FW
NW
ZN
JW
\ IN
U
a
`REP' ACE ASPHALT PATh
MATCH EXISTING THICKNESS
ON SJ-'AB E SJBGRA]E
PLANS 11EPA11D BY,
US INFRPMRUMF , INC
I ?i17) GHMLD? I
I
???????? S[ORIlfATER 41MTf."`LANCE
Do Not Use For CoustrucUoR

?. 4100 RtlEVII1,E YA S ROAD
DB I
cerx;mrr. R.- CAM Gu+oisu
I Carolina Wetland Services
528 East Blvd., Suite 101
Charlotte, North Carolina 28203
.
REFERENCE. PLANS PREPARED BY U.S. INFRASTRUCTURE, DATED MARCH I, 2002
Sheet 2. Proposed Plans
4100 Pineville-Matthews Road Project
Charlotte, North Carolina
CWS Proiect No. 2002-0188
GRAPHICAL SCALE:
HORIZONTAL: I" = 40'
VERTICAL: 1" = 8'
LEGEND:
-/ JURISDICTIONAL WATERS OF THE U.S.
fit'
642
64C
I
I
I 638

I 636
634
N 632
F
W
W 630

W
IN
O 628
O
+
626
a
N 624

w
Z
J 622

U
~

Q 610

I 618
,
616
I 614
II

16+00

I
O
O
+
I
I v]
N
QF
En
N
W
W 2
Z N
J
W
2 (A
V
Q
F
GENERAL NOTES:
THE ORtIRES SHOWN ON MIS II-AN ARE
I A1P1O1'MATE
T
HE CONTRACTOR IS TO VERIFY IN THE FIELD THE LOCATION
OF - L II^IES.
2 CONTRACTOR. TO VERIFY IN THE FIELD A' E11111 rL
I ev7 SLares
' re ox THE P.,wfi
HOLES
3. PRCIEE ALEAST TwF (2) WEEB
S IN EACH
DWNAGE S'RCTURE
e THIS PIAN NOT A ROP3Ett SUR\?Y AN
S
OLIDAPY D
' wwc NOT INrrxDEO To BE oNF
.
5. SITE N9?ECTER MAY -0 TREE PROIC11 11 FENCE AS
NEEDED TO PROTECT SITE SPECIFIC ITEMS OR AREAS ON
THE WORK Slic.
NECESSARY TO 1ERFCA1,
6 ANY I— PRO
E MOST
HE WORK E RE E PER THE MOST DDRREr
O O
7
O n
W
CHARL0ITE DE OEPARRiEM OF iPANSP01tTRT1G WORK
YEE AREA

TRAFFIC CONTROL HANDBOOK (WATCH). ?--

16+50 X7:00 17+50 1B+00 18+50
19+00

REP-ACE RIPE W73 `a5 ••
-
OF 36' RCP C'.AS$ !11
Lon PIP WITH 130 LF
N OF 35 RCP .ASS Ilt STI 1619,
REPLACE DROP INLET PER 1996 NCDOT S+]. 84032
WITH FRAME AND GRATE PER 1998 NCDOT STD_ 84016
FORMING AND REINFORCEMENT OF SLAB FOR FRAME
OPENING DIRECTCC BY ENGINEER
THIS MAPS NOT A C R79
S PREY AND HAS NOT BEEN
RLVEWED BY A LOCH GOVERNMENT
AGENCY FOR COMPLIANCE W71H. ANY
APPLICABLE LAND DEVELOPMENT
REGULATIONS
\ P PLA E ABC (B- I? CNNESS)
ON SUITABLE SUBGR.ADE

I

I- _ oL _
n - nti
F n

631
f p
w
U__ I

-
0.
o
o bd o
? + .
o?n
63
L

- o
51 m w ''- - _

z _ ? ww J
N
I I

w
c?w
63
we??

F_ 52
62
u 1 8 tL. O 6` RCP C1AS15 N® 1 227 I ,. - _ -
_ 1- - - --- -
_ _ 1
I _
I
i
?
61.

i6i
I

SA 192441
REPLACE DROP INLET PER 1998 NCDOF SID. 840y2
WITH FRAME AND GRATE PER 1998 NCDOT STD. 840.16
FORMING AND REINFORCEMENT OF SLAB FOR FRAME
OPENING DIRECTED BY ENGINEER
/ FORII AND REINFORCEI
OPENING DIRECTED B" EN
REPLACE PIPE WITH 52 1F
OF 36' PCP CLASS Ili
IS NCDO S.D. 840.32
1998 NCDD, S'D_ 84C 16
OF SLAB FOA FRAM:
PLANS PREPARED 91..
USINERAmtumm,, w
awon[
?
i
p
p
p
j?
p
R
?
[[
ss CTY OP CHAWIJTIS
R
lV E
?
®
{??
F
q
L R{
L3E
? ®I
?O tiYS1? Y
SFORNWAlEfl YAQITEMA\CE':
Do Not Use For Goitsiioct6ore 4100 PMTI LEu.;rmFS ROAD
cIILR?mTE, ..RTIR

j Carolina Wetland Services
528 East Blvd., Suite 101
Charlotte, North Carolina 28203
REFERENCE. PLANS PREPARED BY G.S. INFRASTRUCTURE. DATED MARCH I, 200
Sheet 3. Proposed Plans
4100 Pineville-Matthews Road Project
Charlotte, North Carolina
CWS Proiect No. 2002-0188
GRAPHICAL SCALE:
HORIZONTAL: 1" = 40'
VERTICAL: 1" = 8'
i
i
i
i
i
i
i
TOE 1N (BURY) MATTING 6" DEEP
C-125 BIODEGRADABLE
EXISTING GROUND MATTING FOR EROSION CONTROL ExISTWG GROUNS
- B C-353 MATTING FOP. EROSION 2
CONTROL
?.
CHANNEL STABILIZATION
NOT TO SCALE
VERTICAL. BENCHED, OR SHORED
PER OSHA REQUIREMENTS
BENCHING OR LAYING BACK
EXTRA DEPTH SHALL BE
PERFORMED ONLY WITH
WRI?TEN AUTHORIZATION
2<-
FOM?KN(I, SCiON?OINpE).' ?
DIRECIFD AY SIR INSPECTOR
DEPTH -IES -
TRENCH DETAIL FOR STORM DRAM' PIPES
NOT TO SCALE
PIPE INSTALLATION NOTES
1. A MINIMUM, OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SOE
OF TRENCH MUST BE ALLOWED FOR COMPACTION OF FLL
MATERIAL. BACKFILUNG OF WENCHES SHALL BE ACCOMPLISHED
IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND THE
PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6'.
UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED
TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN
PLACED. COMPACTION REQUIREMENT SHALL BE ATTNNED BY
THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LATER.
OF BACKFlLL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED
INTO PLACE.
2 ALL BACKFILI MATERIAL SMALL HAVE AN IN PLACE COMPACTED DENSITY
OF 95% OF STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE
(IF PAVEMENT) SHALL BE IOOS
3. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS.
a. BACKFlLL MATERIAL BENEATH ROADWAY SHALL BE SELECT MATERIAL.
5. EXiSTNG EXCAVATED MATERIAL OUTSIDE OF THE PAVEMENT AREAS MUST
BE APPROVED BY INSPECTOR TO USE AS SUITABLE BACKFlLL. IF
MATERIAL IS DETERMINED TO BE UNSUITABLE, BORROW MATERIAL SHALL
BE USED AS BACKFlLL
.
TOE IN BURY) MATTING 6' DEEP
`L-125 BIODEGRADABLE
a4- / MATTING FOR EROSION CONTROL
CHANNEL
CLASS I RIPR-
FILTER FPBRIC
TOEWALL DETAIL
NOT TO SCALE
PLANS PREPARED By
USINFRAMOCTUM BIC.
Do Nk Use For Constr"Cuoc
I, Carolina Wetland Services
528 East Blvd., Suite 101
Charlotte, North Carolina 28203
REFERENCE PLANS PREPARED BY U S INFRASTRUCTURE, DATED MARCH I, 2002
Sheet 4. Proposed Plans
4100 Pineville-Matthews Road Project
Charlotte, North Carolina
CWS Project No. 2002-0188
GRAPHICAL SCALE:
HORIZONTAL: F'= 40'
VERTICAL: 1" = 8'

C
I
I

1

L!

I

INSTALL CONCRETE THRUST BLOCK COMPACT BACKFILL TO 957
IN RESIDUAL SOIL, INSTALL THE TIE /-STANDARD PROCTOR DENSITY (TYP.)
RODS AND ALLOW TO SET BEFORE - - -
BACKFILLING, COMPACT BA.CKFLL ?- - _ - --- - - _ - - - T l
AROUND THRUST BLOCK TO 957 3/4" STAINLESS STEEL TIE RODS - -
STANDARD PROCTOR DENSITY (4 TOTAL)
BEFORE RELOCATING WATER LINE.
TRANSITION COUPLING IF REQUIRED (MANDATORY
"0' (MIN.) FOR TRANSITION TO CAST IRON PkPE)
A PROP. ROUND OR r MEGALUG JOINT RESTRAINT
BOX CULVERT CAST INTO THRUST BLOCK
I
i
EXISTING i<
WATER LINE I
8=
A-
EXISTING WATER LINE
TO BE REMOVED
PC350 DUCTILE IRON PIPES
(ON ALL PROPOSED PIPE)
CENTER UNDER STORM DRAINAGE
6" MIN. CLEARANCE
EXISTING WATER LINE
TO BE REMOVED
10' (MIN.)
PROFILE WATER LINE RELOCATION
NTS - ..
3/4" STA'..NLESS STEEL TIE RODS.
TIE REBAR TO TIE RODS (TYP.)
MAINTAIN 4" CLEARANCE AROUND
EXISTING WATER MAIN (TYP.) \
PLACE #5 REBAR 6" ON CENTER
TIE RODS AT EACH BAR (TYP.)
SECTION A-A
NTS
CLEAR
3'-G"
(MIN.)
_ I, # T
1'-3" 1
INSTALL MEGALUG JOINTS OR
APPROVED EQUAL AT ALL JOINTS
45' DUCTILE IRON BENDS. ROUTE
AS REQUIRED (4 REQUIRED)
EXISTING 3'-0"
VdA?ER LiNE? (MIN.)
tl
i I
I I
i
3" CLEAR i r--
I
THRUST BLOCK PROFILE
NTS
THRUST
BLOCKING DIMENSIONS
PIPE
DIAMETER "A"?
DIMENSIONS B"
DIMENSIONS
2" 2'-0" 1'-0"
3"
4' 3'-6" 1'-3-
-0 " T 1'-
6" i 6"
10° 5'-0" 1'-6"
12" 6'-0" 2'-0"
NOTES
EXISTING
WATER IIN'E
PROP. CONCRETE TRUST BLOCK
CAST FROM 3600 PSI CONCRETE
(SEE DETAIL BELOW)
1. WATER SHALL BE MAINTAINED DJRING THRUST
BLOCK INSTALLATION.
2. ALL CONCRETE SHALL BE 3600 PSI COMPRESSIVE
STRENGTH.
3. RESIDENTS SHALL BE NOTIFIED OF ANY INTERRUPTION
iN WATER SERVICE AT LEAST 72 HOURS PRIOR TO
'NTERRUPTION.
4. THE CONTRACTOR SHALL M1NIM17F THE TIME RESIDENTS
ARE WITHOUT WATER SERVICE AND SHALL NOT ALLOW
WATER SERVICE TO BE !NTEPRUPTED FOR MORE TuAN 8
HOURS.
FITTINGS SHALL BE RESTRAINED USING MEGALUGS,
STAINLESS STEEL TIE RODS, OR RESTRAINED JOINT PIPE
AS APPROVED BY ENGINEER.
6. IF THE EXISTING WATER MAIN IS CAST IRON PIPE USE
TRANSITION COUPLING TO CONNECT DUCTILE IRON PIPE
PRELIMINARY
Do Plot Use For Construction
P-S PBEPAKD By
USSIIMMASTHOMM, INC.
L j Carolina Wetland Services
528 East Blvd., Suite 101
Charlotte, North Carolina 28203
REFERENCE. PLAN'S PREPARED BY U.S INFRASTRUCTURE, DATED MARCH I, 2002
Sheet 5. Proposed Plans
4100 Pineville-Matthews Road Project
Charlotte, North Carolina
CWS Proiect No. 2002-0188
GRAPHICAL SCALE:
HORIZONTAL: I"= 40'
VERTICAL: 1" = 8'
?3" CLEAR
i
i
i
i
i
REINFORCED CONCRETE ENDI9ALL DETAIL
STATION 12+29.99
PLAN
SCALE. I/4 = 1'-0'
I
2 J ~
(4612" VERTICAL
WEDGE OF GRANULAR BACKFILL FOR
#4612" HORIZONTAL DRAINAGE USE WASHED STONE OR SAND
4" PERFORATED DRAIN EMBEDDED LN STONE
FILL WRAPPED IN MIRAFI FILTER FABRIC
TO DAYLIGHT AT END OF WALL
2" PVC PEEPHOLE /
PLACED 2 O.C. ?A'44012'
3" CI I 2,.
-3.,
T
2' 6°
?4612?

L_
10"
I
I

I ?
3'-3--
4'-9,• _i
WINCWAL L SECTION
SCALE: I" = 3' V-1
v 8?.f I
135°
N4T€ PLACE THESE k4 BARS HORIZONTALLY AT 12"
O.C. IN THE FRONT AND BACK WALL FACES
AT THE ENDWALL TO AINGWALL JOINT

PROP. 30' FCP CLASS In
R'V. DI = fi13.11 ' ??

f T
EIEVATiGN: 613.62 F4
.?.
____ ______ ______________________________ _____________ \ ----------
z_ PVC 4EEPHOLES 2' 0C. -/I
BOTH WINGWALLS
ELEVATION
3cA1E: I/4' = I._0.
2"?Ilr
4'4012" HORIZONTAL CONT.
PROP. 30" RCP CLASS III
- 1/2•'
3
LEAVE BELL END
DO NOT SAWCUT PIPE-\
=4612" (TOP REBAR MAT SHALL BE
CONTINUOS THRU FOOTLI"G)
i
I I
2'-6'
6' 10°
I
I
3" RAD
?`,-2 _0.
NOTE. PLACE THESE r4 BARS VERTICALLY AT 12'
O.C. ALONG THE FILL FACE OF THE ENDN"ALL
AND WTNGWALL.
BAR DETAIL
SCALE: 1' = 3'
i
1'-6'-i--- t-3'-3"--{I
i
4'- 9
ENDRTALL SECTION 1
SCALE: 1' - 3' V-2
1' 3
3" RAD
2'-2"
1
NOTE: PLACE THESE y4 BARS HORIZONTALLY AT 12-
0 C . ALONG THE TOP OF THE WALL F007ING
3° CLEAR COVER.

p4012" HORIZONTAL CONT.
\-TTE B- PVC STORM PIPE
INTO WINGWALL INV. 615.06
1461?" VERTICAL
STONE FILL WRAPPED IN
2" PVC WEEPHOLE IN MIRAFI FILTER FABRIC
PLACED 2' O.C. r¢4®12`
3"?? / r,".-3.. 2..
2'-6"
L 1{4612"
10" -{ 'C-i• i
3'- 3
-4'-9"--I,
ENDWALL SECTION 1
SCALE: I' = 3' V-3
PRELIMINARY
Do Plot Use for Construction
GENERAL NOTES
I. AIL CONCRETE ID BE 36W P31. COMPRESSIVE STRENGTH
2 A GRANULAR DRAIN SILUL BE PEALED AT EACH WEEPHOIE
CON'SMNG OF ONE CUBIC FOOT OF NUMBER NRM STONE
CONTAE(W IN A BAG OF POUROUS FABRIC
9. ALL L4POSED CONCRETE AND CORNERS SHAH BE CBAYFT:RED I NGE
4. CONCRETE 9 BE FORMED AND PLACED IN ACCORDANCE
NITH SECTION 625 OF THE NOWT SEANDARU SPECIFICATIONS.
5. FOUNDATION DESIGN IS BASED UPON A NET ALLOWABLE SOIL BEARING
PRESSURE OF 2000 PSI. THE BEARING SOBS SHML BE
NSPE= BY A GWTECTMCAL ENG,N,=R AND BEARING PAD, n
VERU= PRIOR TO THE PLACEMENT OF THE FOUNDATION CONCRETE
6. REBAR MAT N ENDWALL SHALL PROVER 3' CLEARANCE FROM 3D
RCP CLBS E OU r DIMENSIONS.
11MM.ARY OF QUANTITIES
CONC._(CU )D) I,REINF. STEEL (LBS.)!I
X X
PJ S PRSARED Br.
USIe'FRVmumm INC
:?¢'. a'Aaorz xortH 4waMx xzv
i CITY OF CtldiOATFE
SIORMTITER MAINTENANCE
j Carolina Wetland Services
528 East Blvd., Suite 101
Charlotte, North Carolina 28203
REFERENCE. PLANS PREPARED BY U S. INFRASTRUCTURE. DATED MARCH 1. 2002
Sheet 6. Proposed Plans
4100 Pineville-Matthews Road Project
Charlotte, North Carolina
CWS Project No. 2002-0188
GRAPHICAL SCALE:
HORIZONTAL: I" = 40'
VERTICAL: 1" = 8'