20040568 Ver 1_COMPLETE FILE_20040408

t WETLANDS / 401 GROUP
s.4•iSy t-
4?? r APR 2 2 2004
TpDpq
, r
e ._
® North Carolina Wil ife Resources Commission 9
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: John R. Dorney, Divisi
Dept. of Environment
FROM: Ron Linville, Regional C
Habitat Conservation Pro
DATE: April 19, 2004
of Water Quality
Natural Resources
oordinator
;ram
SUBJECT: Review of 401 Certificati4
DWQ No. 040568, Addis
Creek, Mecklenburg Coui
The City of Charlotte is requesting 401
Carolina Division of Water Quality to pr
NCWRC has reviewed information prow:
staff are familiar with habitat values of tl
accordance with provisions of the Clean
the Fish and Wildlife Coordination Act (
Application, City of Charlotte,
Drive, Unnamed Tributary (UT) McMullen
,ter Quality Certifications from the North
ride maintenance at the referenced sites. The
-d by the applicant, and field biologists on our
project area. These comments are provided in
ater Act of 1977 (33 U.S.C. 466 et. seq.) and
Stat. 401, as amended; 16 U.S.C. 661-667d).
The project is indicated to be necessary d le to local complaints about flooding issues.
1,886 linear feet of hard stabilization imp is are proposed. The following comments are
provided for your consideration as you ev luate the proposed City of Charlotte
maintenance project:
1. We do not support the use of g bion structures if alternative bioengineering
methodologies will work. Gab n installation activities tend to cause
secondary issues and preclude atural stream and floodplain reshaping.
2. Turf-reinforced mating is propo ed for portions of the project as is the use of
live stakes. Where stream and oodplain shapes can be restored or enhanced,
we recommend restoration with native riparian tree species in order to
promote long-term stability and to restore habitat values.
Mailing Address: Division of Inland Fisheries • 721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] xt. 281 • Fax: [phone]
V
DWQ No: 040568
Addison Drive, UT McMullen
3. Where culverts are replaced, cu
buried a foot into the streambec
be buried to a depth equal to or
life passage. These measuremc
Any installation of riprap shou]
aquatic life passage during low
4. Concrete aprons should not be
stream channel characteristics
aprons routinely shallow wate3
aprons, large riprap should be
waterfall effect in a manner th
the maximum extent possible.
2 April 19, 2004
erts 48 inches diameter or larger should be
Culverts less than 48 inches diameter should
reater than 20% their size to allow for aquatic
;s must be based on natural thalweg depths.
be done so that a main channel provides
ow (drought) conditions.
pproved as they are not conducive to natural
id normal channel dimensions. Concrete
and preclude aquatic life passage. Instead of
;ed to provide a stair stepped channel or
provides normal stream depth and width to
5. If concrete will be used, work ust be accomplished so that wet concrete does
not contact stream water.
6. Wherever public funds are used to provide stream work on private and public
property, enforceable deed rest ctions should be required that preserve a
minimum twenty-five (25) foot disturbed riparian zone. This zone should
be managed as an undisturbed r parian buffer for steam stabilization and
temperature moderation.
7. Every attempt should be provided to reconnect any urban stream
fragmentation cause by previous direct or indirect urban influences to this
stream ecosystem.
Whenever stream maintenance can be prow
techniques with riparian plant restoration, t
lawn areas should have naturally vegetated
extent practicable for stream stability and v
settings like these, a twenty-five (25) foot 1
Buffers should be permanently protected tr
enforceable methods on both private and pi
project.
Thank you for the opportunity to review
questions regarding these comments, pk
through state-of-the-art bioengineering
measures should be used. Maintained
dy buffers restored to the maximum
temperature moderation. In urban
r should be provided wherever possible.
;h deed restrictions or other similar
property if public funds are used for the
t comment on this project. If you have any
contact me at 336/769-9453.
Cc; Steve Chapin, USACOE
WAT ?9QG
co > r_
-i
C5 ?? --,,:
Michael F. Easley, Governor I
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan'"'. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
Mr. Jarrod Karl
City of Charlotte, Stormwater Services
600 East Fourth St.
Charlotte, NC 28202
Subject: Addison Dr. Capital Improvement Project, C
APPROVAL of 401 Water Quality Certification
Dear Mr. Karl
You have our approval, in accordance with the
linear feet of unnamed perennial tributary and 246 Ii
Creek in order to proceed with the stormwater/streai
described in your application received by the Divisio
your application, we have determined that this proje
Number 3399, which can be viewed on our web site
Certification allows you to use Nationwide Permits ?
U.S. Army Corps of Engineers (USACOE). Please i
permits before proceeding with your project, includir
Erosion Control, Non-Discharge, and Water Supply
The above noted Certifications will expire when 1
otherwise specified in the General Certifications. Thi
you described in your application. If you change you
required to send us a new application for a new certii
given a copy of the Certification and approval letter;
conditions.
For this approval to be valid, you must follow
the additional conditions listed below:
The culverts required for this project shall be instE
not altered (i.e. the depth of the channel must not
stream dimensions (including the pattern and pros
each culvert. The culverts shall be designed and
prevent head cutting of the streams. If any of the
stream grade shall be re-established or, if the pips
removed and re-installed correctly.
2. No waste, spoil, solids, or fill of any kind shall occ
footprint of the impacts depicted in the Preconstru
including the design, installation, operation, and rr
management Practices (BMP) shall be performed
statutes, or rules occur.
Ne Carolin
oa
Ntura!!rf
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.w
Customer Service #: 1-877-623-6748
May 24, 2004
DWQ# 04-0568
WETLANDS / 401 GROUP Mecklenburg County
JUN 0 2 2004

Additional Condition
Cached conditions and those listed below to impact 1640
:ar feet of unnamed intermittent tributary to McMullen
stabilization project in Mecklenburg County, as
of Water Quality (DWQ) on April 8, 2004. After reviewing
is covered by Water Quality General Certifications
t http://h2o.enr.state. nc. us/ncwetlands. The General
mbers 3, 13, and 39 when they are issued to you by the
to that you should get any other federal, state or local
those required by (but not limited to) Sediment and
'atershed regulations.
?e associated USACOE's 404 permits expire unless
approval is only valid for the purpose and design that
project, you must notify us in writing, and you may be
ration. If the property is sold, the new owner must be
id is thereby responsible for complying with all
conditions listed in the attached Certification, as well as
ed in such a manner that the original stream profiles are
)e reduced by a widening of the streambed). Existing
e) are to be maintained above and below locations of
lstalled to allow for aquatic life movement as well as to
xisting pipes are or become perched, the appropriate
> are installed in a perched manner, the pipes shall be
in wetlands, waters, or riparian areas beyond the
on Notification application. All construction activities,
ntenance of sediment and erosion control Best
> that no violations of state water quality standards,
ENR
Page 2
3. Meanders shall be included in the new low flow stream channel that is to be constructed. Disturbance of
the stream bed should be confined to the construction of the low flow channel.
4. The design, installation, operation, and maintenance of the Sediment and erosion control measures must
be such that they equal, or exceed, the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Planning and Design Manual (the Manuao. The measures shall be
maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor-
owned or leased borrow pits associated with project.
5. Sediment and erosion control measures shall not be placed in wetlands or waters. However, if placement
of sediment and erosion control devices in wetlands and waters is unavoidable, the devices shall be
removed and the natural grade restored within six months of the date the Division of Land Resources has
released the project.
6. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to the 401 /Wetlands Unit of the NC Division of Water Quality. Please send photographs
upstream and downstream of each culvert site to document correct installation along with the Certificate of
Completion form.
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 that conforms to Chapter 1506 of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail 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 under Section 401 of the Clean Water Act.
If you have any questions, please telephone Alan Johnson in the Mooresville Regional Office at 704663-1699
or Cyndi Karoly in the Central Office in Raleigh at 919-733-9721.
Sincerely,
v'
Alan W. Klimek, P.E.
AJ/aj
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Wetlands Unit - Cyndi Karoly
Central Files
File Copy
Greg Antemann - Carolina Wetland Services
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
SUBJECT: WETLAND STAFF REPORT AND
Facility Name Addison Drive CIP Project
Project Number 04 0568
Recvd From APP
Received Date 4/8/04 Recvd By Region
Project Type to provide flood control and reduce
Regional Contact: Alan Johnson
WQ Supervisor: RPx nIPason
Date:
ENDATIONS
County Mecklenburg
County2
Region Mooresville
by
Certificates Strea
Permit Wetland Wetland Wetland Stream Class
Type Type Impact Score Index Prim. L
F 3 F- PV_ -@N F-- 11-137-9-5
13 .F-OY •QN
X39 F- O Y -@N F- f- F--
Stream Impacts (ft.)
Acres Feet
R
R
eq.
eq.
Basin
30,834. F_ 156.00 F_ F_
30,_UT ` F 1,886.00 F -.F-.
F__ 153..00 . 1 -
Mitigation Wetland
MitigationType Type Acres - Feet
r
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? * Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) 350958
Comments:
Longitude (ddmmss) 804653
cc: Regional Office
Central Office
Page Number 1
}
AT,
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
Q6
May 24, 2004
DWQ# 04-0568
Mecklenburg County
Mr. Jarrod Karl
City of Charlotte, Stormwater Services
600 East Fourth St.
Charlotte, NC 28202
Subject: Addison Dr. Capital Improvement Project,
APPROVAL of 401 Water Quality Certification
Dear Mr. Karl:
You have our approval, in accordance with the
linear feet of unnamed perennial tributary and 246 1
Creek in order to proceed with the stormwater/strew
described in your application received by the Divisi(
your application, we have determined that this projE
Number 3399, which can be viewed on our web sitE
Certification allows you to use Nationwide Permits I
U.S. Army Corps of Engineers (USACOE). Please
permits before proceeding with your project, includii
Erosion Control, Non-Discharge, and Water Supply
The above noted Certifications will expire when
otherwise specified in the General Certifications. TI
you described in your application. If you change yo
required to send us a new application for a new ceri
given a copy of the Certification and approval letter;
conditions.
For this approval to be valid, you must follow
the additional conditions listed below:
1. The culverts required for this project shall be ins
not altered (i.e. the depth of the channel must n(
stream dimensions (including the pattern and pr
each culvert. The culverts shall be designed an
prevent head cutting of the streams. If any of th
stream grade shall be re-established or, if the pi
removed and re-installed correctly.
2. No waste, spoil, solids, or fill of any kind shall of
footprint of the impacts depicted in the Preconst
including the design, installation, operation, and
management Practices (BMP) shall be perform(
statutes, or rules occur.
??o One
N??Carolina
?/VlltllCll11b'
Additional Condition
ittached conditions and those listed below to impact 1640
rear feet of unnamed intermittent tributary to McMullen
n stabilization project in Mecklenburg County, as
i of Water Quality (DWQ) on April 8, 2004. After reviewing
:t is covered by Water Quality General Certifications
at http://h2o.enr.state.nc.us/ncwetiands. The General
umbers 3, 13, and 39 when they are issued to you by the
rote that you should get any other federal, state or local
g those required by (but not limited to) Sediment and
Natershed regulations.
he associated USACOE's 404 permits expire unless
s approval is only valid for the purpose and design that
r project, you must notify us in writing, and you may be
ication. If the property is sold, the new owner must be
and is thereby responsible for complying with all
conditions listed in the attached Certification, as well as
filled in such a manner that the original stream profiles are
be reduced by a widening of the streambed). Existing
ile) are to be maintained above and below locations of
installed to allow for aquatic life movement as well as to
existing pipes are or become perched, the appropriate
)s are installed in a perched manner, the pipes shall be
jr in wetlands, waters, or riparian areas beyond the
?tion Notification application. All construction activities,
aintenance of sediment and erosion control Best
so that no violations of state water quality standards,

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), (htt2://h2o.enr.state.nc.us
Customer Service #: 1-877-623-6748
Page 2
3. Meanders shall be included in the new low flow stream channel that is to be constructed. Disturbance of
the stream bed should be confined to the construction of the low flow channel.
4. The design, installation, operation, and maintenance of the Sediment and erosion control measures must
be such that they equal, or exceed, the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Planning and Design Manual (the Manual). The measures shall be
maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor-
owned or leased borrow pits associated with project.
5. Sediment and erosion control measures shall not be placed in wetlands or waters. However, if placement
of sediment and erosion control devices in wetlands and waters is unavoidable, the devices shall be
removed and the natural grade restored within six months of the date the Division of Land Resources has
released the project.
6. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to the 401 /Wetlands Unit of the NC Division of Water Quality. Please send photographs
upstream and downstream of each culvert site to document correct installation along with the Certificate of
Completion form.
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 that conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail 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 under Section 401 of the Clean Water Act.
If you have any questions, please telephone Alan Johnson in the Mooresville Regional Office at 704-663-1699
or Cyndi Karoly in the Central Office in Raleigh at 919-733-9721.
Sincerely,
Alan W. Klimek, P.E.
AJ/aj
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Wetlands Unit - Cyndi Karoly
Central Files
File Copy
Greg Antemann - Carolina Wetland Services
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
SUBJECT: WETLAND STAFF REPORT AND Fa
Facility Name Addison Drive CIP Project
Project Number 04 0568
Recvd From APP
Received Date 4/8/04 Recvd By Region
Project Type to provide flood control and reduce f

Certificates Stre
Permit Wetland Wetland Wetland Stream Cla
Type Type Impact Score Index Prim.
Stream Impacts (ft.)
Acres Feet - -
p. Basin Req. Req.
O Y OO N F __F11-137-9-5 30,834. 156.(1(1
i; F__ 71' QN 7,4. F
F 39 F__ P7 _@N ??-1- 30,834. F- 153.00 ? ?-
Mitigation Wetland
-MitigationType Type Acres Feet
I F__ I F_

Is Wetland Rating Sheet Attached? 0 Y 0 N Did
Have Project Changes/Conditions Been Di
Is Mitigation required? 0 Y 0 N Reco
Provided by Region: Latitude (ddmmss) 350958
Comments:
cc: Regional Office
Central Office
Regional Contact: Alan Johnson
WO Supervisor: Rex Gleason
Date:
MMENDATIONS
by
County Mecklenburg
County2
Region Mooresville
A request more info? 0 Y O N
ssed With Applicant? 0 Y 0 N
iendation: 0 Issue 0 Issue/Cond 0 Deny
Longitude (ddmmss) 804653
Page Number 1
Facility Name Addison Drive CIP Project County Mecklenburg
Protect Number 04 0568 Regional Contact: Alan Johnson
Date:
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2
Triage Check List
Date: f ?? 13.E Project

DwQ#: 04 01 5'4
County: O&c? It/&AM
To: ? ARO Mike Pa
? FRO Ken Av(
MRO Alan Jol
? RRO Steve M
From: ?rvecgc-r
The file attached is being for
Please call if
Stream length impacted CWA
? Stream determination
? Wetland determination and distar
Minimization/avoidance issues
Buffer Rules (Neuse, Tar-Pamlicc
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mil
? Check drawings for accuracy
XIS .the application consistent with
? Cumulative impact concern
? WaRO
? WiRO
? WSRO
Tom Steffens
Noelle Lutheran
Daryl Lamb
Telephone : (919)
,J? 3 3 ?TLI
ded to your for your evaluation.
need assistance. .
to blue-line surface waters on USFW topo.maps.
Catawba, Randleman)
sites available and viable?
meetings?
Comments:

Chirlotte•,Y.-ckled urg
J
Ms. Cyndi Karoly
North Carolina Division of Water
Wetlands/401 Unit
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604

Subject: Pre-Construction
Nationwide Perin
City of Charlotte
Addison Drive Ca
Charlotte, North I
Dear Ms. Karoly:
City of Charlotte Storm Water Service
Notification pursuant to Nationwide Pi
Capital Improvement Project is locate(
area is generally bound to the north by
to the south by Sardis Road; and to the
(Attachment A - Figures 1 and 2). The ov
control and reduce erosion within a resin
drainage infrastructure and stabilizing tl
important (i. e., Important Intermittent ai
No. 13 will include 1,8861inear feet of l
channels under NWP No. 3 will include
136 linear feet of rip rap for pipe mainte
impacts to Unimportant Intermittent Str
linear feet (0.014 acre) of pipe installati(
submitting a Pre-Construction Notificat;
accordance with Nationwide Permit No,,
(WQC) Nos. 3353 and 3362 (Attachmei
environmental benefits of the project, n(
impacts is being proposed: We are send
accordance with the notification require?
March 18, 2002.
If you have any questions concerning
[e-mail] or (704) 432-
matter.
Sincerely,
J.arrod J. Karl
Wetland Scientist
Fit c ee<<v
April 7, 2004
WETLANDS 1401 GROUP
APR 0 8 2004
WATER QUALITY SEC77ON
Totification Pursuant to
Nos. 3, 13, and 39
torm Water Services
ital bnpirovement Project
(CSWS) is submitting a pre-Construction
rmit Nos. 3„ 13, and 39. The Addison Drive
in Charlotte, North Carolina. The project
Robinhood Road, to the east by Rama Road,
west by Shasta Lane and McMullen Creek
;rail purpose of this project is to provide flood
.ential area by upgrading existing stormwater
e on-site stream channels. Impacts to
.d Perennial) stream channels under NWP
and stabilization. Impacts to important stream
filling 20 linear feet of channel and installing
iance (e.g., relocation) activities. Additional
:am B under NWP No. 39 will consist of 153
n/extension. On behalf of CSWS, CWS is
)n (PCN) application with attachments in
. 3, 13, and 39 and Water Quality Certification
t C). Because of the anticipated
additional mitigation for temporary stream
ng you seven copies of this submittal in
rents for NWP Nos. 3, 13, and 39, effective
project, don't hesitate to contact me at
)6. Thank you for your attention to this

Carolina Wetland Services
>..
Pre-Construction Notification Pursuant to
Nationwide Per it Nos. 3, 13, and 39
Addison Drive Cap tal Improvement Project
Charlotte, North Carolina
Carolina Wetland Se ices Project No. 2003-0 (,gNDS/401 GROUP
APR 0 8 2004
7, 2004 WATER QUALITY SECTION
For:
Charlotte Sto m Water Services
600 East ourth Street
Charlotte, No h Carolina 28202
(704) 32-0966
By:
Carolina Wetl nd Services, Inc.
5000 Nations Cros ing Road, Suite 230
Charlotte, Nort Carolina 28217
(704) 27-1177
1
I I
'iA
5000 Nations Crossing Road, Suite 230 • Charlotte, Nq 28217 • [phone] Office • [phone] Fax
www.carolinaweilandservices.com

i
Addison Drive Capital Improvement Project
Table of Contents
April 7, 2004
No. 2003-0529
Executive Summary .............................................................................................................................. 1
Existing Conditions .............................................................................................................................. 2
Current Land Use .............................................................................................................................. 2
Jurisdictional Delineation ................................................................................................................. 3
Agency Correspondence ....................................................................................................................... 7
Cultural Resources ............................................................................................................................ 7
Protected Species .............................................................................................................................. 7
Purpose and Need for the Project ......................................................................................................... 7
Avoidance and Minimization ................................................................................................................ 8
Proposed Impacts to Jurisdictional Waters ......................................................................................... 10
Compensatory Mitigation ................................................................................................................... 14
List of Tables
Table 1. Summary of On-Site Jurisdictional tream Channels .............................................................4
Table 2. Summary of Proposed Impacts .............................................................................................11
Table 3. Impact Totals ........` .......................... ..11
List of Attachments
Attachment A - Figure 1. USGS Site Locatio
Attachment A - Figure 2. NRCS Soil Survey
Attachment A - Figure 3. Approximate Juris
Attachment B - Request for Jurisdictional D
Attachment C - Pre-Construction Notificatio
Attachment D - Routine On-Site Data Form
Attachment E - NCDWQ Stream Classificati
Attachment F - USACE Stream Quality Asse
Attachment G - Representative Photographs
Attachment H -Agency Correspondence
Attachment I - CSWS Customer Service Req
Attachment J - Shear Stress Calculations
Attachment K - Figures 4a j. Proposed Impa
Map
ictional Boundary Field Map
termination Form
Application - Nationwide Permit Nos. 3, 13, and 39
)n Forms
;sment Worksheets
Forms
1
1
Addison Drive Capital Improvement Project
Nationwide Permit Nos. 3,13, and 39
I Executive Summary
The Addison Drive Capital Improvement Pt
project area is generally bound to the north
south by Sardis Road, and to the west by Sh
(Attachment A - Figures 1 and 2). The over,
and reduce erosion by upgrading existing sto:
on site stream channels. Charlotte Storm I
Wetland Services, Inc. (CWS) to provide pe
'
The results of the on-site field investigation.
jurisdictional stream channels (Streams A-F
located within the project limits (Attachmer
' verification of the jurisdictional determinati,
Attac en e classifications of on-s:
Jones of the U.S. Army Corps of Engineers
October 30, 2003, and by Alan Johnson of tl
(NCDWQ) Mooresville Regional Office on
' In an effort to minimize impacts to jurisdicti
determine the least damaging plan for the pr
Proposed impacts to on-site jurisdictional stre
channel stabilization, existing structure maint
activities will be permitted under Nationwide
permitted under NbVP No. 3, and pipe instal:
t 39. Impacts to important (i.e., Important Int
NWP No. 13 will include 1 886 linear feet o
channels under NWP No. 3 will includ fill
feet of ri rap for pike maintenance (e.g., rec
' -iimportant Intermittent Stream B under N
acre) of pipe installation/extension (Attachrr.
Pre-Construction Notification (PCN) applice
Nationwide Permit Nos. 3, 13, and 39 and Vv
3362 (Attachment C). Because of the anticil
additional mitigation for temporary stream n

April 7, 2004
ject is located in Charlotte, North Carolina. The
T Robinhood Road, to the east by Rama Road, to the
,ta Lane and McMullen Creek
. purpose of this project is to provide flood control
1water drainage infrastructure and stabilizing the
ater Services (CSWS) has contracted Carolina
nitting services for this project.
conducted by CWS indicate that there are eight
and one non jurisdictional channel (Channel. A)
A - Figure 3). CSWS is requesting_written
a of the on-site jurisdictional stream channels
e stream channels were field-verified by Aiii-M.
JSACE) Asheville Field Office on
(North Carolina Division of Water Quality
lovember 6, 2003.
nal areas, an alternatives analysis was conducted to
ject while still achieving the project's goals.
channels will result from activities associated with
nance, and pipe installation. Channel stabilization
ermit (N VvT) No. 13, maintenance activities will be
tion activities will be permitted under NWP No.
rmittent and Perennial) stream channels under
hard stabilization. Impacts to important stream
20 linear feet of channel and installing 136 linear
pnfiguration) activities. Additional impacts to W
?p No. 39 will consist of 153 linear feet (0.014
mt K). On behalf of CSWS, CWS is submitting a
ion with attachments in accordance with
ter Quality Certification (WQC) Nos. 3353 and
ated environmental benefits of the project, no
pacts is being proposed.

1
11

Addison Drive Capital Improvement Project
Nationwide Permit Nos. 3.13. and 39
Existing Conditions
The Addison Drive Capital Improvement Pro
project area is generally bound to the north b}
south by Sardis Road, and to the west by Sha:
(Attachment A - Figures 1 and 2). The overa
and reduce erosion by upgrading existing stor
on-site stream channels. Charlotte Storm W
Wetland Services, Inc. (CWS) to provide p
sections describe the existing conditions of
Current Land Use
The current land use for the project area is
lawns and small wooded areas. Dominant
sweetgum (Liquidambar styracijlua), red oak
oak (Quercus phellos), red elm (Ulmus rubra;
(Acer negundo), and basswood (Tilia heterop,
Chinese privet (Ligustnim sinense), blackberr
(Lonicera japonica), Kentucky bluegrass (Fey
(Microstegium vimineum), and poison ivy (To
within the immediate vicinity of the project ax
According to the Soil Survey of Mecklenburg
consist of Mecklenburg-Urban land complex,
complex, 2 to 8 percent slopes (CuB), Cecil s,
and Monacan (MO) soils. The northern half c
Undisturbed Mecklenburg soils make up 50-7
permeability, medium water capacity, and a rr.
make up the majority of the southern portion c
well drained with moderate permeability and i
project area located immediately adjacent to A
Monacan soils are typically located on floodp]
exhibits moderate permeability, high available
I United States Department of Agriculture (USDA), 1980
April 7, 2004
is located in Charlotte, North Carolina. The
obinhood Road, to the east by Rama Road, to the
Lane and McMullen Creek
purpose of this project is to provide flood control
water drainage infrastructure and stabilizing the
er Services (CSWS) has contracted Carolina
itting services for this project. The following
project area.
;ial and is generally comprised of maintained
vegetation consists of red maple (Acer rubrum),
2uercus rubra), white oak (Quercus alba), willow
sycamore (Platanus occidentalis), box elder
Ila). Dominant understory vegetation includes
(Rubus argutus), Japanese honeysuckle
cca arundinacea), Japanese stilt grass
codendron radicans). Additional land usages
i include several schools and churches.
;ounty' (Attachment A - Figure 2), on-site soils
to 8 percent slopes (MkB), Cecil-Urban land
dy clay loam, 2 to 8 percent slopes, eroded (CeB2),
the project area is dominated by MkB soils.
of the MkB soil series and generally exhibit slow
derate shrink-swell potential. CuB and Ce132 soils
the project area. The undisturbed Cecil soils are
am water capacity. A small portion of the
.illen Creek is comprised of Monacan soils.
along streams and drainageways. This soil type
er capacity, low shrink-swell potential, and slow
Survey of Mecklenburg County, North Carolina.
2
Addison Drive Capital Improvement Project
Nationwide Permit Nos. 3.13. and 39
surface runoff. Monacan soils are also s
of hydric soils in Mecklenburg County.'
Jurisdictional Delineation

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On November 14, 2000, December 17, 2002,
Hinson, and Ron Johnson investigated on-sit(
Corps of Engineers (USACE) - Routine On-"?
the 1987 Corps of Engineers Wetlands Delin(
within the project limits. A Routine On-Site
upland areas has been included as Attachmen
according to recent North Carolina Division c
NCDWQ Stream Classification and USACE
of Streams A-H and Channel A have been inc
and Shawn Villalpando completed USACE S
stream channels on January 22, 2004. The cl,
verified by Amanda Jones of the USACE Asl
Johnson of the NCDWQ Mooresville Region,
The results of the on-site field investigations
channels (Streams A-H) and one non jurisdict
limits (Attachment A - Figure 3). On-Site st
Creek, which is part of the Catawba River ba
waters by the NCDWQ. On-Site jurisdiction
is requesting written verification of the jurisd
stream channels (Attachment B).
April 7, 2004
poorly drained and are listed as having inclusions
and July 2, 2003, CWS's Gregg Antemann, Isaac
jurisdictional waters of the U.S.' using the U.S. Army
ite Determination Method. This method is defined in
ation Manual.' No wetland areas were identified
)ata Form representative of on-site non jurisdictional
D. Jurisdictional waters of the U.S. were classified
f Water Quality (NCDWQ)5 and USACE guidance.
Itream Quality Assessment Worksheets representative
uded as Attachments E and F. CWS's Isaac Hinson
ream Quality Assessment Worksheets for the on-site
ssifications of on-site stream channels were field-
°ville Field Office on October 30, 2003, and by Alan
1 Office on November 6, 2003.
dicate that there are eight jurisdictional stream
onal channel (Channel A) located within the project
ream channels are unnamed tributaries to McMullen
s (HU# 03050103)6 and is classified as "Class C"
stream channels are summarized in Table 1. CSWS
i tional determination of the on-site jurisdictional
s USDA, 1996. North Carolina Hydric Soils List.
3 "Jurisdictional waters of the U.S." includes essentially all su
interstate waters and their tributaries, all wetlands adjacent to
a Environmental Laboratory, 1987 "Corps of Engineers Weft;
Engineer Waterways Experiment Station, Vicksburg, Mississi
'North Carolina Division of Water Quality Stream, 1999. CIE
6 "HU#" is the Hydrologic Unit Code. U.S. Geological Surve
waters such as.: all navigable waters and their tributaries, all
waters, and all impoundments of these waters.
Delineation Manual," Technical Report Y-87-1, US Army
sification Method. Version 2.0.
, 1974. Hydrologic Unit Map, State of North Carolina.
3
Addison Drive Capital Improvement Project
Nationwide Permit Nos. 3,13, and 39
Table 1
bu isdictional
?area

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of
Clas,Siticalion
April 7, 2004
Jurisdictional Stream Channels
kpproximate 'JC1)?VQ LJS SC 11
I enuth Of) CwirP Cr•nrn
Stream A Perennial 2,1401f 33 52
Stream A Unimportant Intermitte it 223 if 11.5 25
Stream B Unimportant Intermitte it 153 if 19.5 27
Stream C Unimportant Intermitte i t 2991f 15.5 37
Stream D Important Intermittent 2301f 27.5 41
Stream E Perennial 4661f 33.5 47
Stream E Important Intermittent 48 if 24.5 39
Stream F Important Intermittent 91 if 27 43
Stream G Important Intermittent 146 if 27.5 40
Stream G: Unimportant Intermitter t 37 if 11.5 28
Stream H Unimportant Intermitter t 328 If 23 35
Tot 1 4,1611f -- The Perennial portion of Stream A begins at 5 10 Robinhood Road and flows northwest across the
center of the project area for approximately 2, 40 linear feet to its confluence with McMullen
Creek (Attachment A - Figure 3). This portio of Stream A exhibits a four to twelve-foot average
ordinary high water width, substrate consistin of coarse sand to bedrock, and the moderate
presence of amphibians, crayfish, and benthic acroinvertebrates (Attachments E and F - SCP 1).
The Perennial portion of Stream A scored 33 at of a possible 71 points on the NCDWQ Stream
Classification Form and 52 out of a possible 1 0-points on the USACE Stream Quality Assessment
Worksheet. A photograph of Perennial Strearq A is included as Attachment G - Photograph A.
Stream A begins as an Unimportant Intermitter
channel. Unimportant Intermittent Stream A e
flows for approximately 223 linear feet to a piI
This portion of Stream A is partially cement-lir
aquatic organisms (Attachments E and F - SCI
A scored 11.5 out of a possible 71 points on thf
a possible 100 points on the USACE Stream Q
Unimportant Intermittent Stream A is included
Stream B flows west along the north side of Nc
Stream A (Attachment A - Figure 3). Stream F
evaluated to be Unimportant Intermittent. This
average ordinary high water width, and exhibit;
stream before transitioning into a Perennial
ranates from a pipe at 5842 Deveron Drive and
at Robinhood Road (Attachment A - Figure 3).
ed and lacks sinuosity, riffle-pool sequences, and
1). The Unimportant Intermittent portion of Stream
NCDWQ Stream Classification Form and 25 out of
ality Assessment Worksheet. A photograph of
is Attachment G - Photograph B.
:ingham Drive to its confluence with Perennial
is approximately 153 linear feet in length and was
;hannel lacks sinuosity, has a two to three-foot
a continuous bed and bank
4
' Addison Drive Capital Improvement Project
Nationwide Permit Nos. 3,13, and 39
(Attachments E and F - SCP3). Stream B ,
Stream Classification Form and 27 out of a
Assessment Worksheet. A photograph of I
Attachment G - Photograph C.

1

Stream C flows northwest for approximately
project area to its confluence with McMullen
evaluated to be Unimportant Intermittent and
consisting of coarse sand, and lacks hydric so
Intermittent Stream C scored 15.5 out of a po
Form and 37 out of a possible 100 points on t
Stream D flows southwest for approximately
Addison Drive (Attachment A - Figure 3). T
Intermittent and exhibits a three-foot average
coarse sand to cobble, and some erosion alon;
scored 27.5 out of a possible 71 points on the
possible 100 points on the USACE Stream Qi
Stream E emanates from a pipe at 421 Livings
north for approximately 466 linear feet (Attac]
exhibits a four-foot average ordinary high wat
cobble, and moderate sinuosity (Attachments ]
Stream E scored 33.5 out of a possible 71 poir.
47 out of a possible 100 points on the USACE
An approximately 48 linear foot section of Stre
yard at 520 Nottingham Drive (Attachment A -
as Important Intermittent and exhibits weak sin
deposits, and a strong presence of wrack lines (
Intermittent Stream E scored 24.5 out of a poss.
Form and 39 out of a possible 100 points on the
An approximately 73 linear-foot non jurisdicti
driveway culvert at 520 Nottingham Drive (At
ect
April 7, 2004
19.5 out of a possible 71 points on the NCDWQ
le 100 points on the USACE Stream Quality
)rtant Intermittent Stream B is included as
9 linear feet across the northwest corner of the
•eek (Attachment A - Figure 3). Stream C was
hibits weak riffle-pool sequences, substrate
(Attachments E and F - SCP2). Unimportant
ble 71 points on the NCDWQ Stream Classification
USACE Stream Quality Assessment Worksheet.
30 linear feet between the houses at 5335 and 5343
is channel was determined to be Important
,rdinary high water width, substrate consisting of
the banks (Attachments E and F - SCP6). Stream D
XDWQ Stream Classification Form and 41 out of a
dity Assessment Worksheet.
)n Drive as a Perennial stream channel, and flows
neat A - Figure 3). This portion of Stream E
width, substrate consisting of coarse sand to
and F - SCP7). This upstream portion of Perennial
> on the NCDWQ Stream Classification Form and
tream Quality Assessment Worksheet.
im E is located between two pipes within the front
Figure 3). This portion of Stream E was classified
iosity, a moderate presence of recent alluvial
Vttachments E and F - SCP5). Important
ble 71 points on the NCDWQ Stream Classification
USACE Stream Quality Assessment Worksheet.
channel flows into Stream E just upstream of a
nent A - Figure 3). Non jurisdictional Channel

Addison Drive Capital Improvement
Nationwide Permit Nos. 3.13. and 39
A is primarily fed by a catch basin on N
groundwater discharge (Attachments E
points on the NCDWQ Stream Classific
USACE Stream Quality Assessment W
Stream F is approximately 91 linear feet in
Road (Attachment A - Figure 3). Stream
moderate sinuosity, a two-foot average ord
coarse sand to cobble (Attachments E and 1
out of a possible 71 points on the NCDWQ
points on the USACE Stream Quality Asse
Stream G emanates from a pipe at 5843 Dev
(Attachment A - Figure 3). This portion of
approximately 37 linear feet. Unimportant I
average ordinary high water width and lacks
and F - SCPl 1). Unimportant Intermittent 11
NCDWQ Stream Classification Form and 28
Quality Assessment Worksheet. A
Attachment G - Photograph D.
Stream G transitions into an Important
natural portion of Stream G flows for a
average ordinary high water width, substrate
erosion (Attachments E and F - SCP 10). Tin
possible 71 points on the NCDWQ Stream C
on the USACE Stream Quality Assessment I
April 7, 2004
do. 2003-0529
Sgham Drive, is lined with rip rap, and lacks
F - SCP8). Channel A scored 15 out of a possible 71
n Form and 26 out of a possible 100 points on the
and is located within the yard at 5627 Robinhood
as classified as Important Intermittent and exhibits
y high water width, and substrate consisting of
SCP9). Important Intermittent Stream F scored 27
•eam Classification Form and 43 out of a possible 100
Worksheet.
Drive as an Unimportant Intermittent channel
L G is lined with rip rap and flows west for
ttent Stream G exhibits a one to two-foot
iuosity and groundwater discharge (Attachments E
am G scored 11.5 out of a possible 71 points on the
it of a possible 100 points on the USACE Stream
of this stream segment is included as
ittent channel at the end of the existing rip rap. This
nately 146 linear feet and exhibits a two to three-foot
isting of coarse sand to cobble, and some bank
nt Intermittent Stream G scored 27.5 out of a
Form and 40 out of a possible 100 points
Stream H emanates from a pipe at Rama Roa and flows northwest for approximately 328 linear
feet behind the houses along the north side of everon Drive (Attachment A - Figure 3). This
stream channel was evaluated to be Unim
average ordinary high water width, weak sine
(Attachments E and F - SCP12). Unimporta
points on the NCDWQ Stream Classification
USACE Stream Quality Assessment Worksh
tit Intermittent and exhibits a one to two-foot
and lacks hydric soils
:mittent Stream H scored 23 out of a possible 71
and 35 out of a possible 100 points on the
6

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Addison Drive Capital Improvement Project
Agency Correspondence
Cultural Resources
A letter was forwarded to the State Histori
to determine the presence of any areas of a
that would be affected by the project. In a
"[They] have conducted a review of the pr,
would be affected by the project. Therefor
(Attachment H).
Protected Species
Letters were forwarded to the North Carol
and Wildlife Service (USFWS) on Decem
federally-listed species or critical habitat 1
December 19, 2003, NCNHP responded tl
natural communities, or priority natural ar
(Attachment H). To date, no response has
April 7, 2004
Preservation Office (SHPO) on December 18, 2003,
;hitectural, historic, or archaeological significance
;tter dated January 15, 2004, SHPO responded that
ect and are aware of no historic resources, which
[they] have no comment on the project as proposed"
Natural Heritage Program (NCNHP) and U.S. Fish
18, 2003 to determine the presence of any
ted within the project area. In a letter dated
`[They have] no record of rare species, significant
at the site nor within a mile of the project area"
m received from USFWS.
Purpose and Need for the PF?oject
The Addison Drive Capital Improvement Pro
water drainage infrastructure. The City of C
complaints regarding drainage problems fro
development of the Charlotte Storm Water S
complaints for flooding and erosion in the pr
System (Attachment I). As part of this projec
study area requesting their comments on the s
indicated several areas where first floor, craw
are a problem. In addition, several of the s
throughout the study area. The purpose of the
activities is to reduce flooding, erosion, and
Several of the existing culverts and pipe syste
storm drainage system to current City standar
drainage inlets along several streets to address
ect is intended to upgrade the area's existing storm
arlotte and CSWS have received numerous
residents living in the project area since before the
ices Program in 1993. CSWS has received many
'ect area through the 336-RAIN Customer Service
survey forms were distributed to residents of the
orm drainage system. The responses received
space, street, yard, and utility building flooding
y forms have indicated severe erosion problems
proposed channel stabilization and redefinition
her loss of property within the residential area.
as will also be upgraded or replaced to bring the
s. Additional improvements will include adding
street flooding within the project area.

I

Addison Drive Capital Improvement
Nationwide Permit Nos. 3.13. and 39
Avoidance and Minimi
An Alternatives Analysis was performed
alternative that meets the primary goals c
project include the following:
1. No-build alternative
This alternative fails to address any of the
complaints would result in continued floo
water quality.
2. Culvert replacements/upgrades only
This alternative would help to partially all
loss of property, and water quality degrad
3. Channel improvements only
This alternative would provide the desired
would not provide the necessary flow cape
structures from flooding during storm evej
April 7, 2004
No. 2003-0529
ion
D. determine the least damaging environmental
the project. Alternative strategies considered for this
)laints of local residents. Failure to address these
erosion, loss of property, and degradation of
flooding, but would not address on-site erosion,
1 of stabilization and some flood attenuation, but
to protect existing roads, houses, and other
4. Culvert replacements and soft stabiliz,
According to the analysis of shear stress, cu
sufficient to provide the required level of be
10-year storm event. Specifically, the possi
techniques in lieu of hard stabilization was c
this project. An analysis of shear stress and
requiring stabilization, and the least damagi.
banks during the 10-year storm event have t
specified bank treatments have been include
analysis, culvert replacements and various c
to safely convey the 10-year storm event.
These four alternative strategies were deter
capacity, and flood attenuation goals of the
eroding portions of on-site stream channels
standards.
ion of banks only
ert replacements with soft stabilization only is not
c protection to protect from erosion during the
lity of using soft stabilization or alternate
nsidered for all bank stabilization activities within
-osion potential was conducted for all areas
stabilization techniques necessary to protect the
en proposed. Shear stress calculations and the
in Attachment J. According to shear stress
?nnel reaches require hard stabilization techniques
;d to be insufficient to meet the stability, flow
ect. The goals of the project include stabilizing
upgrading existing infrastructure to City
8

1

Addison Drive Capital Improvement Project April 7, 2004
Nationwide Permit Nos. 3;13, and 39 Proiect No. 2003-0529
5. Preferred alternative, Culvert replacements and channel improvements with soft and
hard bank stabilization
Under the preferred alternative, proposed ' pacts to Jurisdictional Waters of the U.S.
(Attachment K) have been minimized by u ilizing soft stabilization techniques where practicable.
For instance, approximately 80 linear feet 0.006 acre) of concrete channel within Unimportant
Intermittent Stream A will be replaced wit turf-reinforced matting
(Construction Plans - Sheet No. 10). In ad ition, the placement of hard stabilization within
Important Intermittent Stream D has been inimized by installing two cross vanes for grade
control (Construction Plans -Sheet No. 22 . These grade controls will reduce stream velocities
to facilitate the use of live stakes for stabili ing reshaped portions of Stream D. Five cross vanes
are also proposed to minimize impacts to U portant Intermittent Stream H
(Construction Plans - Sheet No. 12). This annel's steep slope and resultant high velocities
require that grade control structures be insta led to facilitate the use of bioengineering techniques
in lieu of hard stabilization. Finally, the pro osed design has been revised to avoid impacting
113 linear feet of Important Intermittent Str am G and 37 linear feet (74 square feet) of
Unimportant Intermittent Stream G. The o inal design proposed filling and piping all of
Stream G to facilitate the reconfiguration of he surrounding pipe drainage system. The selected
design proposes to avoid impacting Stream and will actually divert flow from surrounding
pipe systems into this channel to augment its current hydrology
(Construction Plans - Sheet Nos. 11 and 14). The selected design is intended to be the least
damaging alternative that enhances existing atural resources and achieves the goals of the
project.
In addition to performing an Alternatives ,
restoration within the project area. Each s
feasibility. In general, streams within the
degraded urban channels. Reasons for not
• Utility conflicts
• Proximity to existing houses
• Urban nature of the watershed
• Flooding concerns
• Public safety issues
;is, CSWS investigated opportunities for stream
segment was evaluated for restoration
t area can be categorized as highly incised and
ing stream restoration include the following:
Every attempt was made to incorporate natur,
channel design techniques include in-stream
removing cement channel linings, and replaci
culvert.
channel design throughout the project. Natural
ctures, live staking, floodplain benches,
g a piped driveway culvert with a bottomless
9
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l

Addison Drive Capital Improvement Project) April 7, 2004
Nationwide Permit Nos. 3,13, and 39 Project No. 2003-0529
Proposed Impacts to Jurisdictional Waters
Proposed impacts to on-site jurisdictional s ream channels will result from activities associated with
channel stabilization, existing structure m tenance, and pipe installation. Channel stabilization
activities will be permitted under Nationwi e Permit (NWP) No. 13, maintenance activities will be
permitted under NWP No. 3, and pipe inst lation activities will be permitted under NWP No. 39.
Impacts to important (i.e., Important Inte ittent and Perennial) stream channels under NWP
No. 13 will include 1,886 linear feet of h stabilization. Impacts to important stream channels
under NWP No. 3 will include filling 20 li ear feet of channel and installing 136 linear feet of
rip rap for pipe maintenance (e.g., reconfi ration) activities. Additional impacts to
Unimportant Intermittent Stream B under XWP No. 39 will consist of 153 linear feet (0.014
acre) of pipe installation/extension. Figure illustrating the Proposed Impacts for this project are
included as Figures 4a -j (Attachment K). A complete set of half-size construction plans (Scale: 1"
= 40') prepared by Woolpert;'LLP are also ' cluded with this submittal. On behalf of CSWS,
CWS is submitting a Pre-Construction Not fication (PCN) application with attachments in
accordance with Nationwide Permit Nos. 3 13, and 39 and Water Quality Certification (WQC)
Nos. 3353 and 3362 (Attachment C). Prop osed Impacts to jurisdictional areas are summarized in
Tables 2 and 3.
10
Addison Drive Capital Improvement Proj
Nationwide Permit Nos. 3,13, and 39
Table 2_ Suriimarv of Prnnnsed Tmnaets
I

1
April 7, 2004

?tl'C:I111 :1Ct1 ?'I IN, Proposed 1R1plicts Sheet
.,
_ [ erinit
`
• (1
It =lin?.r
.:ci_I I ? ink I;a ?lgllre) N'0.ti.
Channel reshaping with roc k toe, and
either wrapped earth (coir bric) soft 785 If (1
570 bf) 13 5 (4a) and
stabilization or bioengineer g with live , 6 (4b)
stakes along upper banks ( o th banks)
Rip rap aprons at pipe outf i s (2) 8 if 3 5 (4a)
Rip rap bank protection (bo banks) 15 if (30 bf) 6 (4b)
Rock low flow channel 4501f 6 (4b) and
13 7 (4c)
Perennial Stream A New gabion wall (right ban? ) 115 If (115 bf) 6 (4b)
New gabion wall (both bani ) 50 if (100 bo 7 (4c)
Rip rap apron in channel be 10 if 3 7 (4c)
Channel reshaping with roc toe, and
either wrapped earth (coir f
' ric) soft 225 if (450 bf) 13 8 (4d)
stabilization or bioenginee g with live
stakes along upper banks (b 4 th banks)
Rip rap apron in channel be 30 if 3 _ 8 (4d)
Rip rap apron in charnel be 26 if 3 9 (4e)
Unimportant
Intermittent Stream B Pipe installation 0.014 acre (153 If) 39 7 (4c) and
21 (4h)
Channel reshaping with rock toe, and
either wrapped earth (coir fa ric). soft 2301f (460 bf) 13 22 (4i)
Important Intermittent stabilization or bioengineerin with live
Stream D stakes along upper banks (bo banks)
Cross vane grade control stru tures (2) 161f 13 22 (4i)
Rip rap aprons at pipe inlet a d outfalls 42 if 3 22 (4i)
Perennial Stream E Fill channel and relocate pipe 20 if 3 26 (4j)
Rip rap apron at relocated pip outfall 201f 3 26 (4j)
Unim
ortant Cross vane grade control stru tures (5) 0.002 acre (401f). 13 12 (4f)
p
Intermittent Stream H Channel reshaping and bioen meenng 0.015 acre (328 If) 13 12 (4f) and
with live stakes 13 (4g)
Table 3. Impact Totals
ANN N No. 3 's NN P No. 13 NNVP IN o. 39
titI'eaIII 11I11)ilcts 1111p3cts 1111pacts
C`Ll?silicatioll If= linear feet '' if - linear lr? : bl - [xullc feet f- jine?n teet
(Zip r_p_ Pipc 13rd Stabilizatioii Su)t stabilization Nipe
Unimportant 0.002 acre 0.015 acre

Intermittent _
(401f)
(328 1f) 0.014 acre (153 If)
Important 42 if 246 If --
Intermittent (460 bf)
Perennial 941f 20 if 1,640 If __
(2,265 bf)
Totals 1361f 201f 1,8861f and 0.015 acre 0.014 acre
0.002 acre
I Ill.
Addison Drive Capital Improvement
Nationwide Permit Nos. 3,13; and 39

I
April 7, 2004
Stream A - Perennial
Impacts to Perennial Stream A will result
activities. Approximately 785 linear feet
Nottingham Drive crossing (Figures 4a an
located downstream of the Addison Drive
dimension. In accordance with the shear
bank along all reshaped portions of
channel stabilization and structure maintenance.
,570 bank feet) of Stream A located downstream of the
4b) and 225 linear feet (450 bank feet) of Stream A
rossing (Figure 4d) will be reshaped to restore channel
-ess data, rip rap stone will be installed at the toe of the
A (Attachment J). The upper portions of the banks will
be stabilized with wrapped earth (coir fib
with live stakes. Additional stabilization
gabion walls, the placement of 115 bank f
Addison Drive (Figure 4b), the placement
along both banks just upstream of the Not
15 linear feet (30 bank feet) of rip rap alor
into the proposed reshaped stream banks
shifts in channel alignment are necessary t
banks. Driveway culvert upgrades will pro
vehicle access) during a 25-year storm even
improve habitat by increasing water surface
sediment transport and reduce sedimentation
soft stabilization techniques or will be bioengineered
Stream A will include the replacement of existing
t of new gabion wall along the right bank at 5234
50 linear feet (100 bank feet) of new gabion wall
.gham Drive crossing (Figure 4c), and the placement of
both banks at 5234 Addison Drive to tie the gabions
gore 4b). The addition of new gabion walls and minor
preserve trees and vegetation located along the
le protection to nearby houses (and allow emergency
In addition, a low flow channel will be constructed to
vel during low-flow conditions, and increase
This 450-linear foot rock-lined channel is located
almost entirely within areas of existing bank
dimension and profile (typical channel cross
Stream A will be improved to reduce erosior
impacts will consist of installing five rip rap
are associated with pipe maintenance (e.g., r(
M Stream B - Unimportant Intermittent
mprovements (Figures 4b and 4c). Overall, the
;ection will consist of a six-foot channel bottom) of
and increase its conveyance ability. Additional
prons, equalling 4, 4, 10, 30, and 26 linear feet, which
placement) activities (Figures 4a, 4c, 4d, and 4e).
Impacts to Unimportant Intermittent Stream ) total 153 linear feet (0.014 acre)' of pipe installation
(Figures 4c and 4h). The proposed 36-inch r ' orced concrete pipe (RCP) will connect to a
previously piped section, which will also be
proposed pipe is necessary to reduce severe
Nottingham Drive, save a row of mature Ian
Nottingham Drive from future storm events.
Stream A that consists of cut stone banks and
during construction of the project. The
k erosion, improve safety of the traveling public on
ape plantings, and protect the structural integrity of
ie proposed pipe will discharge into a portion of
cement-lined channel bed.
Area of Unimportant Intermittent channels is calculated by multiplying the length by the average ordinary high water width.
12
Addison Drive Capital Improvement Proi
Nationwide Permit Nos. 3,13, and 39
Stream D - Important Intermittent
Activities within Important Intermittent St
banks. Impacts will consist of reshaping a
channel. In accordance with the shear stye
bank along all reshaped portions of Stream
be stabilized with wrapped earth (coir fiber
with live stakes. In addition to bank stabil:
installed within the channel to provide grac
erosion. Rip rap aprons (totaling 42 linear
outlet and at an existing storm pipe outfall
Stream E - Perennial
Impacts to Perennial Stream E will result fr
replacement within the upstream portion of
and relocate the outfall to eliminate a nearly
encroaching on an existing driveway and is
Relocating the pipe will result in the filling
installation of a 20 linear-foot rip rap apron
Stream H- Unimportant Intermittent
Impacts to Unimportant Intermittent Stream
Activities will include reshaping and bioengi
stream channel and installing five cross vane
length (0.002 acre) (Figures 4f and 4g). This
storm to compensate for the steep channel sh
crawl space flooding.

April 7, 2004
am D are necessary to stabilize the eroding stream
>roximately 230 linear feet (460 bank feet) of stream
data, rip rap stone will be installed at the toe of the
) (Attachment J). The upper portions of the banks will
soft stabilization techniques or will be bioengineered
ation, two cross vanes totaling 16 feet in length will be
control, thereby reducing stream velocities and
;et) will also be installed at the channel's pipe inlet and
protect these structures and the channel (Figure 4i).
i maintenance activities associated with pipe
e channel. This project proposes to replace the pipe
0-degree turn near the existing outfall. This curve is
rrently supported by failing stabilization timbers.
20 linear feet of existing channel and will require the
the proposed pipe outfall (Figure 4j).
[ will result from stabilization of the channel.
Bering approximately 328 linear feet (0.015 acre) of
trade control structures totaling 40 linear feet in
;hannel is being designed to carry the 100-year design
pe (average slope is 5%) and to alleviate adjacent
13
Addison Drive Capital Improvement
Nationwide Permit Nos. 3,13, and 39
r Compensatory Mitigatio
This project's primary intention is to red c
d
t
t
l fl
di
S
d
b
an
s
ruc
ura
oo
ng.
econ
ary
ene c
improvement in water quality of the ch
' turbidity reduction and aquatic habitat im
be improved through the construction, of
creation of a densely vegetated riparian b
to stabilize and shade banks. Because of
additional mitigation for temporary stre
temporary adverse impacts during constru
limited to the amount that can be stabilize
day's work". This amount roughly equate
I

11

April 7, 2004
No. 2003-0529
e public safety concerns by alleviating street, yard,
ial effects of the project would include an overall
-Is within the project area through sedimentation and
rovement. Aquatic habitat within the channels would
)odplain benches and in-stream structures, and the
'fer (via bioengineering plantings), which is intended
.e anticipated environmental benefits of the project, no
impacts is being proposed. To mitigate for any
tion of the project, the progress of the work would be
seeded/bioengineered, and mulched within "one
100-150 feet of stream bank at a time.
14
?F#?4
.t '
I?
1
4t??r-sue ? 1? ,:? ? - t?' ?i}Ef ???
i
Alex Approximate Scale 1" = 2000'
Reference: USGS 7.5 Minute Topographic Map Series, Charlotte East Quadrangle, North Carolina, dated 1991.
Carolina Wetland Services Figure 1. USGS Site Location Map
5000 Nations Crossing Road, Suite 230 Addison Drive Capital Improvement Project
Charlotte, North Carolina 28217 Charlotte, North Carolina
CWS Project No. 2003-0529
PREPARED BY DATE CHECKED BY - DATE
I &- ( 17- - 11 - o-3 ;C Iz• If'• 03

Cub `?1
1
Carolina Wetland Services
5000 Nations Crossing Road, Suite 230
Charlotte, North Carolina 28217
Figure 2. NRCS Soil Survey
Addison Drive Capital Improvement Project
Charlotte, North Carolina
CWS Project No. 2003-0529
PKEPARED BY DATE CHECKED BY DATE

C Perennial Stream A Q
2
Unimportant Intermittent
Stream C
* \'O
:IT?kw4w

Important Intermittent
Stream D
V
Iii? 1
it /

0
I

®/S. I
41
i
Unimportant Intermittent 1
Stream B
nema ? ??.,,s
n Intermittent
Stream E
?. S
Noniurisdiotional 5
Channel A
® CP Perennial Stream A
Perennial Stream E C
Important Intermittent
(? 0 Stream F
U Ua1.n9ston Dr
IL W
4 ' y
4L
Important Intermittent
r Stream G
Unimportant Intermittent
Stream G
of
01
Unimportant Intermittent
Stream A
Unimportant Intermittent
Stream H
;V11 ARN A) w M& ??

0
0

A
N
%LEGEND
PERENNIAL CHANNEL
IMPORTANT INTERMITTENT CHANNEL
UNIMPORTANT INTERMITTENT CHANNEL
......•••.-..•,,., NON-JURISDICTIONAL CHANNEL
EXISTING PIPE
:.. <.:• :•:•::• •::::
:::;;- 35-FOOT SWIM BUFFER

............ 100-FOOT SWIM BUFFER
PROJECT LIMITS
•SCP1 STREAM CLASSIFICATION POINT
•DP1 DATA POINT
PHOTO LOCATION AND DIRECTION
REFERENCES: STREET, BUILDING, SWIM BUFFER, AND TAX PARCEL GIS LAYERS
PROVIDED BYMECKLENBURG COUNTY, 2002 ALL OTHER LAYERS CREATED BY
CAROLINA WETLAND SERVICES, 203.
APPROXIMATE SCALE: I"= 400'
Carolina Wetland Services
5000 Nations Crossing Road, Suite 230
Charlotte, North Carolina 28217
Addison Drive Capital Improvement Project
Figure 3. Approximate Jurisdictional Boundary Field Map
Charlotte, North Carolina
CWS Project No. 2003-0529
PREPAREDBY DATE CHF.CNEDBY DATE
IJH 10130103 GCA 10130103
REQUEST FOR JURISDICTIONAL DETERMINATION
DATE: April 7, 2004
COUNTY Mecklenburg County, North Carolina TOTAL ACREAGE OF TRACT N/A
PROJECT NAME (if applicable) Addison Drive Capital Improvement Protect
PROPERTY OWNER/APPLICANT (name, address and phone):
Charlotte Storm Water Services
POC: Mr. Jarrod J. Karl at (7044) 432-0966
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]
5000 Nations Crossing Road, Suite 230
Charlotte; North Carolina 28217
STATUS OF PROJECT (check one):
( ) On-going site work for development purposes
( X) Project in planning stages
(Type of project: Capital Improvement Project )
( ) No specific development planned at present
( ) Project already completed
ADDITIONAL INFORMATION REQUIRED:
Check items submitted - forward as much information as is available. At a minimum, the following first two items must be sent.
(X) USGS Site Location Map (Attachment A Figure 1)
(X) NRCS Soil Survey (Attachment A - Figure 2)
(X) Approximate Jurisdictional Boundary Field Map (Attachment A - Figure 3)
(X) Pre-Construction Notification Application - Nationwide Permit Nos. 3, 13, and 39 (Attachment C)
(X) Routine On-Site Data Form (Attachment D)
(X) NCDWQ Stream Classification Forms (Attachment E)
(X) USACE Stream Quality Assessment Forms (Attachment F)
(X) Representative Photographs (Attachment G)
(X) Agency Correspondence (Attachment H)
(X) CSWS Customer Service Request Forms (Attachment I)
(X) Shear Stress Calculations (Attachment J)
(X) Proposed Impacts (Attachment K - Figures 4a j)
S?
Signature of Property Owner or
Authorized Agent
Mr. Jarrod J. Karl

Office Use Only: Form VersionApril 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
L Processing
' 1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or. Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:
Nationwide Permit Nos. 3, 13, and 39
' 3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
t II. Applicant Information
1. Owner/Applicant Information
Name: City of Charlotte Storm Water Services, Contact: Mr. Jarrod J. Karl
Mailing Address: 600 East Fourth Street
Charlotte, North Carolina 28202
' Telephone Number: [phone] Fax Number: [phone]
E-mail Address:_ jkarlPci.charlotte.nc.us
' 2. Consultant Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: N/A
' Company Affiliation: N/A
Mailing Address: N/A
N/A
Telephone Number: N/A Fax Number: N/A
' E-mail Address: N/A
0
Pagel of 9

' III. Project Information
1. Name of project: Addison Drive Capital Improvement Project
' 2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A - multiple properties
4. Location
' County: Mecklenburg Nearest Town: Charlotte
Subdivision name (include phase/lot number): Sherwood Forest
Directions to site (include road numbers, landmarks, etc.): From Charlotte, take
' Independence Boulevard (Highway 74) east to Idlewild Road. Turn right onto Idlewild
Road, then continue onto Rama Road and travel for approximately 1.5 miles to Kirkpatrick
Road. Turn right onto Kirkpatrick Road and the project area is located in the Sherwood
Forest neighborhood.
5. Site coordinates, if available (UTM or Lat/Long): N35° 9' 58" - W800 46' 53"
' (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists-the
coordinates for each crossing of a distinct waterbody.)
t 6. Describe the existing land use or condition of the site at the time of this application:
The current land use for the project area is residential and is generally comprised of single-
family residences, maintained lawns, and small wooded areas.
' 7. Property size (acres): N/A
' 8. Nearest body of water (stream/river/sound/ocean/lake): McMullen Creek
9. River Basin: Catawba River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/inaps/.)
10. Describe the purpose of the proposed work: The Addison Drive Capital Improvement
Project is intended to upgrade the area's existing storm water drainage infrastructure. The
City of Charlotte and CSWS have received numerous complaints regarding drainage
' problems from residents living in the project area since before the development of the
Charlotte Storm Water Services Program in 1993. CSWS has received many complaints for
flooding and erosion in the project area through the 336-RAIN Customer Service System
' (Attachment I). As part of this project, survey forms were distributed to residents of the
study area requesting their comments on the storm drainage system. The responses received
indicated several areas where first floor, crawlspace, street, yard and utility building flooding
' are _a problem. In addition, several of the survey forms have indicated severe erosion
problems throughout the study area. The purpose of the proposed channel stabilization and
redefinition activities is to reduce flooding, erosion, and further loss of property within the
' residential area. Several of the existing culverts and pipe systems will also be upgraded or
replaced to bring the storm drainage system to current City standards. Additional
' improvements will include adding drainage inlets along several streets to address street
flooding within the project area.
' Page 2 of 9

u

11. List the type of equipment to be used to construct the project: Tr-ackhoes and typical
construction equipment will be used for this project.
12. Describe the land use in the vicinity of this project: The land use surrounding the project is
mainly residential. Additional land usages within the immediate vicinity of the project area
include several schools and churches.
IV. Prior Project History
Previous projects within the project area include construction of the neighborhood the
installation of gabion walls and other forms of stabilization, and the installation of several storm
water pipes and culverts. The oldest homes in this neighborhood are approximately 50 years old
with additional units being added up until the late 1970's. Drainage infrastructure has been
added and maintained since the inception of the neighborhood.
V. Future Project. Plans
There are no future project plans for this site.
VI. Proposed Impacts to Waters of the United States/Waters of the State
Wetland Impacts
Wetland Impact
Area of Impact Located within
100-year Distance to
Site Number Type of Impact*
(acres) *
Floodplain Nearest Stream Type of Wetland***
indicate on map)
( (yes/no) (linear feet)
N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due'to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://wrr-?v.fema.gov.
** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
Page 3 of 9
2. Stream Impacts, including all intermittent and perennial streams
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization. activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., w-yvw.topozone.ccm,
www.mapquest.com, etc.).
NWP No. 3
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (please secify)
Stream A
(Sheet 5) Rip rap aprons at
pipe outfall 4 if UT to McMullen Creek 8' Perennial
Stream A
(Sheet 5) Rip rap aprons at
pipe outfall
41f
UT to McMullen Creek
8'
Perennial
Stream A
(Sheet 7) Rip rap apron in
channel bed 10 if " UT to McMullen Creek 8' Perennial
Stream A
(Sheet 8) Rip rap apron in
channel bed 301f UT to McMullen Creek 8' Perennial
Stream A
(Sheet 9) Rip rap apron in
channel bed 261f UT to McMullen Creek 8' Perennial
Stream D Rip rap aprons at 421f UT to McMullen Creek 3' Important
(Sheet 22) pipe outfalls/inlets Intermittent
Stream 'E
(Sheet 26) Fill channel and
relocate pipe 201f UT to McMullen Creek 4' Perennial
Stream E
(Sheet 26) Rip rap apron at
pipe outfall 201f UT to McMullen Creek 4' Perennial
Cumulative impacts (linear distance in feet) to all streams on site: 156 linear feet of important channel

NWP No: 39
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (please specify)
Stream B
(Sheets 7 and 21)
Pipe installation 0.014 acre
(153 If)
UT to McMullen Creek
3' Unimportant
Intermittent
Cumulative impacts (linear distance in feet) to all streams on site:
0.014 acre (153 linear feet) of unimportant channel
Page 4 of 9

I

i

J

NWP No. 13
Stream Impact Site Length of Average Width Perennial or
Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (please specify)
Channel reshaping
with rock toe, and
either wrapped earth
Stream A (coir fabric) soft 785 if UT to 1

(Sheets 5 and 6)
stabilization or
(1,570 bf)
McMullen Creek 8 Perennial
bioengineering w/ live
stakes along upper
banks (both banks)
Stream A Rip rap protection on 15 if UT to
(Sheet 6) both banks (30 bf) McMullen Creek 8 Perennial
Stream A Rock low flow 4501f UT to 8> Perennial
(Sheets 6 and 7) channel McMullen Creek
Stream A New gabion wall 115 if UT to
(Sheet 6) on right bank (115 bf) McMullen Creek 8 Perennial
Stream A New gabion wall 501f UT to >

(Sheet 7)
on both banks
(100 bf)
McMullen Creek 8 Perennial
Channel. reshaping
with rock toe, and
either wrapped earth
Stream A (coir fabric) soft 2251f, UT to 1

(Sheet 8)
stabilization or
(450 bf)
McMullen Creek 8 Perennial
bioengineering with
live stakes along upper
banks (both banks)
Channel reshaping
with rock toe, and
either wrapped earth
Stream D (coir fabric) soft 2301f UT to
3 Important
(Sheet 22) stabilization or (460 bf) McMullen Creek Intermittent
bioengineering with
live stakes along upper
banks (both banks)
Stream D Cross vane grade
161f UT to
3 Important
(Sheet 22) control structures (2) McMullen Creek Intermittent
Stream H Cross vane grade 0.002 acre UT to Unimportant
(Sheet 12) control structures (5) (401f) McMullen Creek 2 Intermittent
Stream H Channel reshaping and 0.015 acre UT to Unimportant
(Sheets 12 and 13) bioengineering (328 If) McMullen Creek 2 Intermittent
' Cumulative impacts (linear distance in feet) to all streams on site: if = linear feet and bf = bank feet
Hard Stabilization: 1,886 if (2,725 bf) of important channel and 0.002 acre (40 If) of unimportant
channel; Soft Stabilization: 0.015 acre (328 If) of unimportant intermittent channel

Page 5 of 9

1

Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other
Water of the U.S. N/A
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
(indicate on map) (acres) bay, ocean, etc.)

N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
3. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond
Expected pond surface area: N/A
N/A
VII. Impact Justification (Avoidance and Minimization)
An Alternatives Analysis was performed to determine the least damaging environmental alternative that
meets the primary goals of the project. See report for full discussion of Alternatives Analysis. Under
the preferred alternative, proposed impacts to Juri sdictional Waters of the U.S. (Attachment K, have
been minimized by utilizing soft stabilization techniques where practicable. For instance approximately
80 linear feet (0.006 acre) of concrete channel within Unimportant Intermittent Stream A will be
replaced with turf-reinforced matting (Construction Plans - Sheet No 10) In addition the placement of
hard stabilization within Important Intermittent Stream D has been minimized by installing two cross
vanes for grade control (Construction Plans - Sheet No. 22). These grade controls will reduce stream
velocities to facilitate the use of live stakes for stabilizing reshaped portions of Stream D. Five cross
vanes are also proposed to minimize impacts to Unimportant Intermittent Stream H (Construction Plans
- Sheet No. 12). This channel's steep slope and resultant high velocities require that grade control
structures be installed to facilitate the use of bioengineering techniques in lieu of hard stabilization.
Finally, the proposed design has been revised to avoid impacting 113 linear feet of Important
Intermittent Stream G and 37 linear feet (74 square feet) of Unimportant Intermittent Stream G. The
original design proposed filling and piping all of Stream G to facilitate the reconfiguration of the
surrounding pipe drainage system. The selected design proposes to avoid impacting Stream G and will
actually divert flow from surrounding pipe systems into this channel to augment its current hydrology
(Construction Plans - Sheet Nos. 11 and 14). The selected design is intended to be the least damaging
alternative that enhances existing natural resources and achieves the goals of the project.
Page 6 of 9
In addition to performing an Alternatives Analysis, CSWS investigated opportunities for stream
restoration within the project area. Each stream segment was evaluated for restoration feasibility. In
general, streams within the project area can be categorized as highly incised and- degraded urban
' channels. Reasons for not pursuing stream restoration include the following: utility conflicts proximity
to existing houses, urban nature of the watershed, flooding concerns and public safety issues.
Every attempt was made to incorporate natural channel design throughout the project. Natural channel
design techniques include in-stream structures, live staking flood-plain benches removing cement
channel linings, and replacing a piped driveway culvert with a bottomless culvert.
VIII. Mitigation
This -project's primary intention is to reduce public safety concerns by alleviating street. vard. and
structural flooding. Secondary beneficial effects of the project would include an overall improvement in
' water quality of the channels within the project area through sedimentation and turbidity reduction and
aquatic habitat improvement. Aquatic habitat within the channels would be improved through the
construction of flood-plain benches and in-stream structures, and the creation of a densely vegetate
d
' riparian buffer (via bioengineenng_plantings), which is intended to stabilize and shade banks. Because
of the anticipated environmental benefits of the project, no additional mitigation for temporary stream
impacts is being proposed. To mitigate for any temporary adverse impacts during construction of the
project, the progress of the work would be limited to the amount that can be stabilized
seeded/bioengineered, and mulched within "one day's work". This amount roughly equates 100-150
feet of stream bank at a time.
' 1. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http:lih2o.enr.state.ne.Lis/wm/index.htm. If
' use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 7 of 9

' IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
t land?
Yes ® No ?
' If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
' Yes ? No M
t If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
' X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)

? II

r'
1

J
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify: SWIM buffers )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers. N/A Required
Zone* (square Impact Multiplier Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
Page 8 of 9

' Charlotte Storm Water Services will implement proper erosion and sediment controls and
stabilize the buffer areas immediately following construction as required by SWIM buffer
regulations for CSWS projects. CSWS is replacing/augmenting vegetated buffers throughout the
entire proiect. See attached plans.
' XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
' Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Sources of nearby impervious cover include roads, driveways and rooftops. This proiect will
' not cause an increase in the impervious coverage of the project area.
' XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (DWQ Only)
' Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No
' Is this an after-the-fact permit application?
Yes ? No
' XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
' construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Construction is scheduled to begin immediately following receipt of the appropriate permits.

71o
1

ApPT;e-aTVt_/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Addison Drive Capital Improvement Project Date: 11/14/00
Applicant/Owner City of Charlotte Storm Water Services County: Mecklenburg
Investigator: Gregory C. Antemanaa State: NC
Do Normal Circumstances exist on the site? es No Community ID:
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.) I
VEGETATION
Dominant Plant Species
1. Acer rubrum Stratum Indicator
Tree FAC Dominant Plant Species Stratum Indicator
9.
2. Platanus occidentalis Tree FACW- 10.
3. Liquidambarstyraciflua Tree FAC+ 11.
4. Acernegundo Tree FACW- 12.
5. Tilia heterophylla Tree 13.
6. Ligustrum sinense Shrub FAC 14.
7. Rubus argutus Herb FAC 15.
8. Lonicera japonica Herb FAC- 16.
% of Dominant Species that are OBL, FACW or FAC (not FAC-)
86%
Remarks:
More than 50% of dominant ve
getation is FAC or wetter.
HYDROLOGY
Recorded Data (Describe in remarks):
Stream, Lake or Tide Gauge
- Aerial Photographs
_ Other
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.) X FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
,
Wetland hydrology indicators are not present.
Routine On-Site Data Form Page 1 of 2 2/5/2004
SOILS
Map Unit Name
(Series and Phase): Mecklenburg-Urban land complex Drainage Class well drained
Field Observations
Taxonomy (Subgroup): thermic Ultic 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.
0-10 A 10YR 3/2 N/A N/A clay loam
10-12 B 10YR 4/4 2.5Y 5/3 few clay loam
prominent
_ 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
- Reducing Conditions _ Listed on National Hydric Soils List
- Gleyed or Low-Chroma Colors - Other (Explain in Remarks)
Remarks:
Mdric 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 Sampling Point Within a Wetland? Yes No
Remarks:
Data point represents a non-jurisdictional upland area.
Approved by HQUSACE 2/92
Routine On-Site Data Form Page 2 of 2 2/512004
NCDWO Stream Classification Form SCPI - Perennial Stream A
Project Name: Addison Drive C.I.P. River Basin: Catawba River County: Mecklenburg Evaluator(s): Gregg Antemarm
DWQ Project Number. Nearest Named Stream: McMullen Creek Signature(s): b 6.#
Date: 11/14/00 USGS QUAD: Charlotte East, NC Longitude: W80* 46' 53" Latitude: N35'9'58"
Location/Directions: From Charlotte, take Independence Boulevard (Highway 74) east to Idlewild Road. 'rum right onto Idlewild Road, then continue
onto Rama Road and travel for approximately 1.5 miles to Kirkpatrick Road. Turn right onto Kirkpatrick Road and the Droiect area is located in the
Sherwood Forest neighborhood.
*PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch; then use of this form is not necessary. Also, if in the bestprofessionaijudgement of the evaluator, the
feature is a man-made ditch and nut a modified natural stream---this rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
1) Is There A Riffle-Pool Sequence? 0 1 ® 3
2) Is The USDA Texture In Stteambed
Different From Surrounding Terrain?
0
1
®
3
3) Are Natural Levees Present? ® 1 2 3
4) Is The Channel Sinuous? 0 1 ® 3
5) Is There An Active (Or Relic)
Floodplain Present?
0
®
2
3
6) Is The Channel Braided? ® 1 2 3
7) Are Recent Alluvial Deposits Present? 0 1 ® 3
8) Is There A Banldull Bench Present? 0 1 ® 3
9) Is A Continuous Bed & Bank Present? 0
CNOTE: IfBed & Bank Caused By Ditching-And WITHOUT Sinuosity Then Score=0*) 1 2
10) Is A 2" Order Or Greater Channel (As Indicated
On Topo Map And/Or In Field) Present?
Yes=3
No-§
PRIMARY GEOMORPHOLOGYINDICATOR POINTS: 14
II. Hydrology .
Absent
Weak
Moderate
Strong
1) Is There A Groundwater
Flow/Discharge Present?
0
2
3
PRIMARYHYDROLOGYINOICATOR POINTS. I
III. Biology
Absent
Weak
Moderate
Strong
1) Are Fibrous Roots Present In Streambed? 3 2 0
2) Are Rooted Plants Present In Streambed? ® 2 1 0
3) Is Periphvton Present? 1 2 3
4) Are Bivalves Present? 1 2 3
' PRIMARYBIOLOGYINDICATORPOINTS. 4
Secondary Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
SECONDARY GEOMORPHOLOGYINDICATOR POINTS: 3
II. Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter
Present In Streambed? 1. 1 0.5 0
21 Is Sediment On Plants (OrDebrisl Present? 0.5 1 1.5
3) Are Wrack Lines Present? 0 0.5 1 1©
' 4) Is Water In Channel And >48 Hrs. Since 0 0.5 1
Last Known Rain? (*NOTE: IfDitch Indicated In #9 Above Skip This Step And #5 Below*)
5) Is There Water In Channel During Dry 0 0.5 1 1©
Conditions Or In Growing Season)?
. 6) Are Hvdric Soils Present In Sides Of Channel (Or In Headcut)? Yes N0=0
SECONDARYHYDROLOGYINDICATOR POINTS: 7.5
III. Biology Absent Weak Moderate Strong
1) Are Fish Present? ® 0.5 1 1.5
'
2) Are Amphibians Present? 0 0.5 0 1.5
3 Are_A_guaticTurtles Present? ® 0:5 1 1.5
4 Are Cra sh Present? 0 0.5 1 1.5
5) Are Macrobenthos Present? 0 0.5 1.5 '
6) Are Iron Oxidizing Bacteria/Fungus Present? ® 0.5 1 1.5
7) Is Filamentous Algae Present? 0 .0 1 1.5
8) Are Wetland Plants In Streambed?
(* NOTE: If Total Absence Of All Plants In Streambed
M As Noted Above Skis This Stew UNLESS SAY Present*). SAV
2 Mostly OBL
1 Mostly FACW Mostly FAC
0.75 0.5 Mostly FACU Mostly UPL
0 0
SECONDARYBIOLOGYINDICATOR POINTS.• 3.5
TOTAL POINTS (Primary +Secondary)= 33 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
I

NCDWO Stream Classification Form SCP2 - Unimportant Intermittent Stream C
Project Name: Addison Drive C.I.P. River Basin: Catawba River County: Mecklenburg Evaluator(s): Gregg Antemann
DWQ Project Number. Nearest Named Stream: McMullen Creek Signature(s): G A44
Date: 11/14/00 USGS QUAD: Charlotte East. NC Longitude: W80` 46'53" Latitude: N35` 9' 58"
Location/Directions: From Charlotte, take Independence Boulevard (Highway 74) east to Idlewild Road. Turn right onto Idlewild Road, then continue
onto Rama Road and travel for approximately 1.5 miles to_Kirkpatrick Road. Turn right onto Kirkpatrick Road and the proiect area is located in the
I

Sherwood Forest neighborhood.
*PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, !fin the best professional judgement of the evaluator, the
feature is a man-made ditch and not a modified natural stream-this rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)

1. Geomorpholow Absent Weak Moderate Strong
1) Is There A Riffle-Pool Sequence? 0 ® 2 3
2) Is The USDA Texture In Streambed
I
5) Is There An Active (Or Relic)
I
8) Is There A BankfWl Bench Present? 0 ® 2 3
9) Is A Continuous Bed & Bank Present? 0 1 © 3
(*NOTE: IfBed & Bank Caused By Ditchim¢ And WITHOUT Sinuosity Then Score=0*)
10) Is A 2°d Order Or Greater Channel (As Indicated
On Tono Man And/Or In Field) Present? Yes=3 NO=5

PRIMARY GEOMORPHOLOGYINDICATOR POINTS. 5

II. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
PIUMARYHYDROLOGYINDICATOIZ POINTS: 0

1)jAre Fibrous Roots Present In Streambed? 2 1 0
2) Are Rooted.Plants Present In Streambed? 2 1 0
S Is Perih ton Present? 1 2 3
4) Are Bivalves Present? 1 2 3
PRIMARY BIOLOGYINDICATOR POINTS 6
Secondary Field Indicators: (Circle One Number Per Line)
' 1) Is There A Head Cut Present
2) Is There A Grade Control Po.
3) Does Topography Indicate A
1
SECONDARY GEOMORPHOLOGYINDICATOR POINTS: 2
Il. Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter
Present In Streambed? 1.5
0.5
0
2) Is Sediment On Plants (Or Debris) Present? ® 0.5 1 1.5
3) Are Wrack Lines Present? 0 KI 1 1.5
4) Is Water In Channel And>48 Hrs. Since 0 =
Last Known Rain? (VOTE. IfDitch Indicated In #9 Above Skip This Step And #5 Below* 0®
) 1 1.5
5) Is There Water In Channel During Dry 0
Conditions Or In Growing Season)? 00.. 1 1.5
6) Are Hvdric Soils Present In Sides Of Channel (Or In Headcut)? Yes= 1.5 No4O
1

SECONDARYHYDROLOGY)NDICATORPOINTS. • 2.5

ire Fish Present? ® 0.5 1 1.5
2 Are Amphibians Present? 0.5 1 1.5
3) Are AquaticTurtles Present? 0.5 1 1.5
4 Are Crayfish Present? 0.5 1 1.5
5) Are Macrobenthos Present? 0.5 1 1.5
6) Are Iron Oxidizing Bacteria/Fungus Present? 0.5 1 1.5
7) Is Filamentous Algae Present? ?IO 0.5 1 1.5

8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
I (*NOTE. If Total Absence Of All Plants In Streambed 2 1 0.75 0.5 0 0
As Noted Above Skip This Step UNLESS SAYPresent*)
SECONDARYBIOLOGYINDICATOR POINTS: 0
TOTAL POINTS (Primary +Secondar y)= 15.5 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)

NCDWO Stream Classification Form SCP3 - Unimportant Intermittent Stream B
Project Name: Addison Drive C.I.P. River Basin: Catawba River County: Mecklenburg Evaluator(s): Gregg Antemann
DWQ Project Number: Nearest Named Stream: McMullen Creek Signature(s): 6 4A
Date: 11/14/00 USGS QUAD: Charlotte East, NC Longitude: W80* 46' 53" Latitude: N35° 9' 58"
Location/Directions: From Charlotte take Independence Boulevard (Highway 74) east to Idlewild Road. Turn right onto Idlewild Road, then continue
onto Rama Road and travel for approximately 1.5 miles to Kirkpatrick Road Turn right onto Kirkpatrick Road and the imiect area is located in the
Sherwood Forest neighborhood
*PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, if in the bestprofessionai judgement of the evaluator, the
feature is a man-made ditch and not a modified natural stream-this rating system should not be used*
Primary Field Indicators: (Circle One Number Per-Line)
' I Geomorphology Absent Weak Moderate Strong
1) Is There A Riffle-Pool Sequence? 0 ® 2 3
2) Is The USDA Texture In Strearrlbed
5) Is There An Active (Or Relic)
II Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
' Flow/Dischame Present? ® I 2 3
PRIMARYHYDROLOGYINDICATOR POINTS. 0
111 i5101ogy r
1 Are Fibrous Roots Present In Streambed? susenl rr can
2
1 ?Ilr
0
2) Are Rooted Plants Present In Streambed? 2 1 0
3 Is Perl h ton Present? 1 2 3
4) Are Bivalves Present? 1 2 3
PRIMARYBIOLOGYINDICATOR POINTS: 6
' Secondary Field Indicators: (Circle One Number Per Line)
1) Is There A Head Cut Present In Channel? ® 0.5 1 1.5
2) Is There A Grade Control Point In Channel? 0 0.5 1
3) Does Topography Indicate A
Natural Drainage Way?
0
FN
1
1.5
SECONDARY GEOMORPHOLOGYINDICATOR POINTS:
II Hydrology 2
Absent
Weak
Moderate
Strong
1) Is This Year's (Or Last's) Leaflitter
Present In Streambed?
1.
1
0.5
0
2) Is Sediment On Plants (Or Debris) Present? 0.5 1 1.5
3) Are Wrack Lines Present? 0.5 1 1.5
4) Is Water In Channel And >48 His. Since
Last Known Rain? (*NOTE- IfDitch Indicated In #9 Above Skip 0
This Step And #5 Below*) 0.5 1 FT I
5) Is There Water In Channel During Dry
Conditions Or In Growing Season)? 0 0.5 1 1©
ti Are Hydric Soils Present In Sides Of Channel (Or In Headcut)? Yes=1.5 No?
SECONDARYHYDROLOGYINDICATOR POINTS: 4.5
111 Inutogy ti
1) Are Fish Present? ® WGUt
0.5
1
1.5
2 Are Amphibians Present? 0.5 1 1.5
3 Are A uaticTurtles Present? 0.5 1 1.5
4 Are Crayfish Present? 0.5 I 1.5
5 Are Macrobenthos Present? 0.5 1 1.5
6 Are Iron Oxidizing Bacteria/Fun s Present? 0.5 1 1.5
7) Is Filamentous Algae Present9 ® 0.5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly UBL lylostly VAC W Mostly PAC lxiostty PACU mosuy Uri,
(* NOTE: If Total Absence Of'All Plants In Streambed 2 © 0.75 0.5 0 0
As Noted Above Skip This Step UNLESS SAV Present* )
SECONDARY BIOLOGY INDICATOR POINTS: I
TOTAL POINTS (Primary +Secondary)= 19.5 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
(*NOTE: IfBed & Bank Caused By Ditchin¢And WITHOUT Sinuosity Then Score=0*)
10) Is A 2nd Order Or Greater Channel (As Indicated
On Topo Map And/Or In Field) Present? Yes=3 No fo
PRIMARY GEOMORPHOLOGYINDICATOR POINTS: 6
NCDWQ Stream Classification Form SC-P4 - Unimportant Intermittent Stream A
' Project Name: Addison Drive C.I.P. River Basin: Catawba River County: Mecklenburg Evaluator(s): Greef3.k Antemahn
DWQ Project Number: Nearest Named Stream: McMullen Creek Signature(s): .
Date: 11/14/00 USGS QUAD: Charlotte East. NC Longitude: W80° 46' 53" Latitude: N35° 9' 58"
Location/Directions: From Charlotte, take Independence Boulevard (Highway 74) east to Idlewild Road. Turn right onto Idlewild Road. then coot
"PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, if in the best professional judgement of the evaluator, the
feature is a man-made ditch and not a modified natural stream-this rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
1. Geomorphology Absent Weak Moderate Strong
1) Is There A Riffle-Pool Sequence? ® 1 2 3
2) Is The USDA Texture In Streambed
5) Is There An Active (Or Relic)
8 Is There A Bankfull Bench Present? 0 2 3
9) Is A Continuous Bed & Bank Present? 0 2 3
MVOTE: If Bed & Bank Caused By Ditchm,-And WITHOUT Sinuosity Then Score=0*)
10) Is A 2°d Order.Or Greater Channel (As Indicated
On Tooo Mau And/Or In Field) Present? Yes=3 No=R
PRIAL4RY GEOMORPHOLOGYINDICATOR POINTS: 2
' II. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
FlowlDischame Present? ® 1 2 3
PRIMARYHYDROLOGYINDICATOR POINTS: 0
PRIMARYBIOLOGYINDICATOR POINTS. 6
Secondary Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
' SECONDARY GEOMORPHOLOGYINDICATOR POINTS. 2
11. Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter
' Z Is Sediment On Plants Or Debris Present? 0.5 1 1.5
3) Are Wrack Lines Present? 0.5 1 1.5
4) Is Water In Channel And >48 Hrs. Since n0 0.5 1 1.5
5) Is There Water In Channel During Dry UO 0.5 1 1.5
' Conditions Or In Growing Season)?
6) Are Hydric Soils Present In Sides Of Channel (Or In Headcut)? Yes=1.5 No?
SECONDARYHYDROLOGYINDICATOR POINTS. 1.5

1) Are Fish Present? ®
V, 0.5
1 V
1.5
2 Are Amphibians Present? 0.5 1 1.5
3) Are AquaticTurtles Present? 0.5 1 1.5
4 Are Crayfish Present? 0.5 1 1.5
5) Are Macrobenthos Present? 0.5 1 15
6) Are Iron Oxidizing Bacteria/Funvus Present? 0.5 1 1.5
7) Is Filamentous Algae Present? ® 0.5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(-NOTE. Ij'Total Absence Of All Plants b: Streambed 2 1 0.75 0.5 0 0
As Noted Above Skip This Sten UNLESS SA V Present*).
SECONDARYBIOLOGYINDICATOR POINTS.• 0

1 Are Fibrous Roots Present In Streambed?
2 1 JLl VV
0
2) Are Rooted Plants Present In Streambed? 2 1 0
3 Is Peri la ton Present? 1 2 3
4) Are Bivalves Present? 1 2 3
TOTAL POINTS (Primary+Secondary)= ZITS (If Greater Than Or -Equal To 19 Points The Stream Is At Least Intermittent) .
NCDWO Stream Classification Form SCP5 - Important Intermittent Stream E
Project Name: Addison Drive C.I.P. River Basin: Catawba River County: Mecklenburg Evaluator(s): Gre Antemann
DWQ Project Number. Nearest Named Stream: McMullen Creek Signature(s):
Date: 11/14/00 ' USGS QUAD: Charlotte East, NC Longitude: W80* 46' 53" Latitude: N35` 9' 58"
Locat on/Directions: From Charlotte, take Independence Boulevard (Highway 74) east to Idlewild Road. Turn right onto Idlewild Road, then continue
onto Rama Road and travel for approximately 1.5 miles to Kirkpatrick Road. Turn right onto Kirkpatrick Road and the proiect area is located in the
Sherwood Forest neighborhood.
*PLEASE NOTE: If evaluator and landowner agree that the feature is. a man-made ditch, then use of this form is not necessary. Also, if in the best professional judgement of the evaluator, the
feature is a man-made ditch and not a modified natural stream--this rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
1. Geomorphology Absent Weak Moderate Strong
1) Is There A Riffle-Pool Sequence? 0 2 3
2) Is The USDA Texture In Streambed

5) Is There An Active (Or Relic)
r

1 Are Fibrous Roots Present In Streambed? ou uu
2 1 0
2) Are Rooted Plants Present In Streambed? 2 1 0
3 Is Perih ton Present? 1 2 3
4) Are Bivalves Present? 1 2 3
II. Hydrology Absent Weak Moderate Strong
' 1) Is There A Groundwater
Flow/Discharge Present? ® 1 2 3
PRIMARYHYDROLOGYINDICATOR POINTS: 0
t
PRIMARY BIOLOGYINDICATOR POINTS: 6
Secondary Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
Natural Drainage Way? 0 0.5 1.5
SECONDARY GEOMORPHOLOGYINOICATOR POINTS: 3
11. Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter
4) Is Water In Channel And >48 Hrs. Since 0 0® 1 1.5
Last Known Rain? (*NOTE. II Ditch Indicated In #9 Above Skip This Step And #5 Below*)
5) Is There Water In Channel During Dry 0 Q 1 1.5
Conditions Or In Growing Season)?
6) Are Hydric Soils Present In Sides Of Channel (Or In Headcut)? Yes 1. No=0
SECONDARYHYDROLOGYINDICATOR POINTS: 5.5

III. Biology Absent Weak Moderate Strong
1) Are Fish Present? ® 0.5 1 1.5
21 Are Amnhihianc Precent`J (1 fl S n 1 S
Are AquaticTurtles Present? ® 0.5 1 1.5
4 Are Cra sh Present? 0.5 1 1.5
ire Macrobenthos Present? 0.5 1 1.5
6) Are Iron Oxidizing Bacteria/Fungus Present? 0.5 1 1.5
7) Is Filamentous Algae Present? ® 0.5 1 1.5
8) Are Wetiand Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPI,
(* NOTE: If Total Absence Of All Plants In Streambed 2 1 0.75 0.5 0 0
As Noted Above Skip This Step UNLESS SAYPresene).
SECONDARYBIOLOGYINDICATOR POINTS: I
TOTAL POINTS (Primary + Secondary)= 24.5 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
(*NOTE. If Bed & Bank Caused By Ditchiniz And WITHOUT Sinuosity Then Score=0*)
10) Is A 2' Order Or Greater Channel (As Indicated
On Topo Map And/Or In Field) Present? Yes=3 No-
PRIMARY GEOMORPHOLOGY-INDICATOR POINTS. 9
NCDWO Stream Classification Form SCP6 - Important. Intermittent Stream D
Project Name: Addison Drive C.I.P. River Basin: Catawba River County: Mecklenburg Evaluator(s): Isaac Hinson and Ron Johnson
DWQ Project Number. Nearest Named Stream: McMullen Creek Signature(s): -;? H if
Date: 12/17/02 USGS QUAD: Charlotte East, NC Longitude: W80' 46' 53" Latitude: N35* 9'58"
Location/Directions: From Charlotte, take Independence Boulevard (Highway 74) east to Idlewild Road. Turn right onto Idlewild Road, then continue
onto Rama Road and travel for anproximately 1.5 miles to Kirkpatrick Road. Turn right onto Kirkpatrick Road and the project area is located in the
Sherwood Forest neighborhood.
*PLEASE VOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, if in the best professional judgement of the evaluator, the
feature is a man-made ditch and not a modified natural stream-this rating system should not be used`
Primary Field Indicators: (Circle One Number Per Line)
I Geomorphology Absent Weak Moderate Strong
1) Is There A Riffle-Pool Sequence? 0 2 3
2) Is The USDA Texture In Streambed-
Different From Surrounding Terrain? 0 1 ?7 3
3) Are Natural Levees Present? ® 1 2 3
4) Is The Channel Sinuous? 0 In 2 3
5) Is There An Active (Or Relic)
II. Hydrology . Absent Weak Moderate . Strong
1) Is There A Groundwater
Flow/Discharge Present? 0 1 ® 3
PRIMARYXYDROLOGYINDICATOR POINTS: 2
111. DIUIU
1 Are Fibrous Roots Present In Streambed?
2
1
0
2) Are Rooted Plants Present In Streambed? 2 1 0
3 Is Perih ton Present? 1 2 3
4) Are Bivalves Present? 1 2 3
PRIMARYBIOLOGYINDICATOR POINTS: 6
Secondary Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
Natural Drainage Way? 0 0.5 1.5
SECONDARYGEOMORPHOLOGYINDICATOR POINTS: 3.5
II. Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter .
' Ll is Semment un Ylants (Vr 1)ebnsl Vresent! 12 U.o t t.3
3) Are Wrack Lines Present? 0 0.5 1.5
4) Is Water In Channel And >48 Hrs. Since 0 0.5 © 1.5
Last Known Rain (*NOTE- IfDitch Indicated ht #9 Above Skip This Step And #5 Below*)
5) Is There Water In Channel During Dry 0 Q 1 1.5
Conditions Or In Growing Season)?
6) Are Hvdric Soils Present In Sides Of Channel (Or In Headcut)? Yeses No=O
SECONDARYHYDROLOGYINDICATOR POINTS---5
1) Are Fish Present? ® 0.5 4 I 1.5 V
2 Are Amphibians Present? 0.5 1 1.5
3) Are AouaticTurtles Present? 0.5 1 1.5
4 Are Cra sh Present? 0.5 1 1.5
5) Are Macrobenthos Present? 0.5 1 1.5
6) Are Iron Oxidizing Bacteria/Funaus Present? 0.5 1 1.5
7) Is Filamentous Aleae Present? ® 0.5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL - Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(* NOTE: If Total Absence QAII Plants In Streambed 2 1 0.75 0.5 0 0
As Noted Above Skip This Step UNLESS SAYPresent*).
SECONDARYBIOLOGYINDICATORPOINTS: D
TOTAL POINTS (Primary + Secondary)= 27.5 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
(*NOTE: If Bed & Bank Caused By Ditchin2And WITHOUT Sinuositv Then Score=0*)
10) Is A 2nd Order Or Greater Channel (As Indicated
On Tooo Man And/Or In Field) Present? Yes=3 No f
PRIMARY GEOMORPHOLOGYINDICATOR POINTS: II
NCDWQ Stream Classification Form SCP7 - Perennial Stream E
Project Name: Addison Drive C.I.P. River Basin: Catawba River County: Mecklenburg Evaluator(s): Isaac Hinson and Ron Johnson
DWQ Project Number: Nearest Named Stream: McMullen Creek Signature(s): :Cj+( 1z63
Date: 12/17/02 USGS QUAD: Charlotte East, NC Longitude: W80° 46' 53" Latitude: N35* 9' 58"
Location/Directions: From Charlotte, take Independence Boulevard (Highway 74) east to Idlewild Road. Turn right onto Idlewild Road, .then continue
onto Rama Road and travel for approximately 1.5 miles to Kirkpatrick Road. Turn right onto Kirkpatrick Road and the moiect area is located in the
Sherwood Forest neighborhood.
*PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use oflhis form is not necessary. Also, if in the best professional judgement of the evaluator, the
feature is a man-made ditch and not a modified natural stream-this rating system should not be used*
Primarv Field Indicators: (Circle One Number Per Line)
I. Geomorphology Absent Weak Moderate Strong
1) Is There A Riffle-Pool Sequence? 0 I ® 3
2) Is The USDA Texture In Streambed
5) Is There An Active (Or Relic)
II. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? 0 1 ® 3
PRIMARYMDROLOGYINDICATOR POINTS: 2
.i...-.
1 Are Fibrous Roots Present hi Streambed?
2 1 0
'
2 Are Rooted Plants Present In Streambed? 2 1 0
3 Is Perih ton Present? 1 2 3
4 Are Bivalves Present? 1 2 3
PRIMARYBIOLOGYINDICATOR POINTS. 6
Secondary Field Indicators: (Circle One Number Per Line)
1. Geomorphology Absent Weak Moderate Strong
1 Is There A Head Cut Present In Channel? 0 0.5 1 1.
2) Is There A Grade Control Point In Channel? 0 0.5 1 1.
3) Does Topography Indicate A
Natural Drainage Way? 0 0.5 1.5
SECONDARY GEOMORPHOL OGY INDICA TOR POINTS: 4
II. Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter
Present In Streambed? 1.5 1 OIL 0
2) Is Sediment On Plants (Or Debris) Present? 0 U 1 1.5
3) Are Wrack Lines Present? 0 0.5 ® 1.5
'
4) Is Water In Channel And >48 Hrs. Since 0 0.5 01 1.5
Last Known Rain? (*NOTE: IfDitch Indicated In #9 Above Skip This Step And #5 Below*)
5) Is There Water In Channel During Dry 0 0.5 © 1.5
Conditions Or In Growing Season)?
6) Are Hydric Soils Present In Sides Of Channel (Or In Headcut)? Yesfn N0=0
SECONDARYHYDROLOGYINDICATOR POINTS: 5.5

TYY
xxr,... i,
ae,.a,..,«,.
a«.......-
1) Are Fish Present? ® 0.5 1 LV 1.5

2 Are Amphibians Present? 0.5 1 1.5
3 Are A uaticTurtles Present? 0.5 1 1.5
4) Are Cravfish Present? 0.5 1 1.5
51 Are Macrobenthos Present? 0 0.5 1 K
' 6) Are Iron Oxidizing Bacteria/Fungus Present? 0 H 1 1.5
7) Is Filamentous Algae Present? 00 0.5 1 1.5

8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(* NOTE. If Total Absence Of All Plants In Streambed 2 1 0.75 0.5 0 0
As Noted Above Skip This Step UNLESS SAYPresent*)
SECONDARYBIOLOGYINDICATOR POINTS: 2
TOTAL POINTS (Primary + Secondary= 33.5 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
(*NOTE: If Bed & Bank Caused By Ditching And WITHOUT Sinuosity Then Score=0*)
10) Is A 2nd Order Or Greater Channel (As Indicated
On Topo Mao And/Or In Field) Present? Yes=3 Nof
PRIMARY GEOMORPHOLOGYINDICATOR POINTS: 14

I

NCDWO Stream Classification Form SCP8 - Non-jurisdictional Channel A
Project Name: Addison Drive C.I.P. River Basin: Catawba River County: Mecklenburg Evaluator(s): Isaac Hinson and Ron Johnson
DWQ Project Number: Nearest Named Stream: McMullen Creek Signature(s): :? 44j
Date: 12/17/02 USGS QUAD: Charlotte East, NC Longitude: W80°'46' 53" Latitude: N35' 9' 58"
Location/Directions: From Charlotte, take Independence Boulevard (Highway 74) east to Idlewild Road. Turn right onto Idlewild Road, then continue
onto Rama Road and travel for approximately 1.5 miles to Kirkpatrick Road. Turn right onto Kirkpatrick Road and the proiect area is located in the
Sherwood Forest neighborhood.
*PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, if in the best professional judgement of the evaluator, the
feature is a man-made ditch and not a modified natural stream-this rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
1. Geomorphology Absent Weak Moderate Strong
1) Is There A Riffle-Pool Sequence? ® 1 2 3
2) Is The USDA Texture In Streambed
Different From Surrounding Terrain?
0 ®
2
3
3) Are Natural Levees Present? ® 1 2 3
4) Is The Channel Sinuous? 0 2 3
5) Is There An Active (Or Relic)
Flood lain Present?
1
2
3
6) Is The Channel Braided? 1 2 3
9) Is A Continuous Bed & Bank Present? 0 1 Q 2 3
(*NOTE: IfBed & Bmrk Caused By Ditching And WITHOUT Sinuosity Then Score=0*)
10) Is A 2°d Order Or Greater Channel (As Indicated
On Tono Man And/Or In Field) Present? Yes=3 No=f
PRIMARY GEOMORPHOLOGYINDICATORPOINTS: S
II. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? ® 1 2 3
PRIMARYHYDROLOGYINDICATORPOINTS 0

Secondary Field Indicators: (Circle One Number Per Line)
1 2) Is There A Grade Control Po
3) Does Topography Indicate A
rr., -l n,..,:.,.,,.o Nxt.,,,9
SECONDARY GEOMORPHOLOGY INDICATOR POINTS. 3
II. Hydrology Absent Weak Moderate Strong
' 1) Is This Year's (Or Last's) Leaflitter
Present In Streambed? 1.5
1
0.5
0
2 Is Sediment On Plants Or Debris Present? 0 0. 1 1.5
3 Are Wrack Lines Present? 0 0. 1 1.5
4) Is Water In Channel And >48 Hrs. Since 0
Last Known Rain? (*NOTE: I{Ditch Indicated In #9 Above Skip This Step And #5 Below*) 0. 1 1.5
5) Is There Water In Channel During Dry
Conditions Or In Growing Season)? 0.5 1 1.5
6) Are Hydric Soils Present In Sides Of Channel (Or In Headcut)? Yes=1.5 No?
'

SECONDARYHYDROLOGYINDICATOR POINTS: 2.5
1) Are Fish Present? ® 0.5 1 1.5
2 Are Amphibians Present? 0.5 1 1.5
3 Are A uaticTurtles Present? 0.5 1 1.5
4 Are Cra sh Present? 0.5 1 1.5
5 Are Macrobenthos Present? 0.5 1 1.5
6 Are Iron Oxidizing Bacteria/Funaus Present? 0.5 1 1.5
7) Is Filamentous Algae Present? ® 0.5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(* NOTE: If Total Absence Of All Plants In Streantbed 2 1 0.75 0® 0 0
As Noted Above Skip This Step UNLESS SAV Present*).
SECONDARYBIOLOGYINDICATOR POINTS. 0.5
TOTAL POINTS (Primary + Secondary= 15 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)

PRIMARYBIOLOGYINDICATOR POINTS. 4

NCDWO Stream Classification Form SCP9 - Important Intermittent Stream F
Project Name: Addison Drive C.I:P. River Basin: Catawba River County: Mecklenburg Evaluator(s): Isaac Hinson and Ron Johnson
DWQ Project Number. Nearest Named Stream: McMullen Creek Signature(s): -C
r" Aw-
Date: 12/17/02 USGS QUAD: Charlotte East, NC Longitude: W80` 46' 53" Latitude: N35° 9' 58"
Location/Directions: From Charlotte, take Independence Boulevard (Highway 74) east to Idlevvild Road. Turn right onto Idlewild Road then continue
onto Rama Road and travel for approximately 1.5 miles to Kirkpatrick Road. Turn right onto Kirkpatrick Road and the project area is Iocated in the
Sherwood Forest neighborhood.
*PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, if in the best professional judgement of the evaluator, the
feature is a man-made ditch and not a modifred natural stream-this rating system should not be used*
Primarv Field Indicators: (Circle One Number Per Line)
1. Geomorphology Absent Weak Moderate Strong
1) Is There A Riffle-Pool Sequence? 0 1 ® 3
2) Is The USDA Texture In Streambed
5) Is There An Active (Or Relic)

8 Is There A Barddull Bench Present? 0 1 2
9) Is A Continuous Bed & Bank Present? 0 1 2
(*NOTE.- It Bed & Bank Caused By Ditchin aA nd WITHOUTSinuosity Then Score =0
10) Is A 2ntl Order Or Greater Channel (As Indicated
On Tovo Map And/Or In Field) Present? Yes=3 No--
PRIMARY GEOMORPHOLOGYINDICATOR POINTS: 12
' II. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? 0 2 3
PRIMARYHYDROLOGYINDICATOR POINTS: 1

1

1

1 Are Fibrous Roots Present In Streambed?
2 IY -1- LC orron
1 0
2) Are Rooted Plants Present In Streambed? 2 1 0
3 Is Peri h on Present? 1 2 3
4 Are Bivalves Present? 1 2 3
PRIMARYBIOLOGYINDICATOR POINTS: 6
Secondary Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
Natural Drainage Way? ® 0.5 1 1.5
SECONDARY GEOMORPHOLOGYINDICATOR POINTS. 1.5
II. Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter
4) Is Water In Channel And >48 Hrs. Since 0 0.5 ?1f 1.5
Last Known Rain? (*NOTE.- IfDitch Indicated In #9 Above Skia This Step And #5 Below*)
' 5)1s There Water In Channel During Dry 0 0 1 1.5
Conditions Or In Growing Season)?
6) Are Hvdric Soils Present In Sides Of Channel (Or In Headcut)? Yes 1. No=O
SECONDARYHYDROLOGYINDICATORPOINTS: 55

' 5) Are Macrobenthos Present? 00 0.5 1 1.5
6) Are Iron Oxidizing Bacteria/Fungus'Present? 0 1 1.5
7) Is Filamentous Algae Present? ® 0.5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(* NOTE. If Total Absence Of All Plants In Streambed 2 1 0.75 0.5 0 0
As Noted Above Skis This Steo UNLESSSAYPresent*).
SECONDARYBIOLOGYINDICATOR POINTS: 1
TOTAL POINTS (Primary + Secondary)= 27 /If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
NCDWO Stream Classification Form SCP10 - Important Intermittent Stream G
Project Name: Addison Drive C.I.P. River Basin: Catawba River County: Mecklenburg Evaluator(s): Isaac Hinson and Ron Johnson
DWQ Project Number. Nearest Named Stream: McMullen Creek Signature(s): Z ?
Date: 12/17/02 USGS QUAD: Charlotte East. NC Longitude: W80` 46' 53" Latitude: N35` 9'58"
Location/Directions: From Charlotte. take Independence Boulevard (Highway 74) east to Idlewild Road. Tum right onto Idlewild Road, then continue
onto Rama Road and travel for approximately 1.5 miles to Kirkpatrick Road Tum right onto Kirkpatrick Road and the project area is located in the
Sherwood Forest neighborhood.
*PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, if in the bestprofeWonai judgement of the evaluator, the
feature is a man-made ditch and not a modified natural stream-this rating system should not be used-
Primary Field Indicators: (Circle One Number Per Line)
L Geomorphology Absent Weak Moderate Strona
1) Is There A Riffle-Pool Sequence? 0 1 3
2) Is The USDA Texture In Streambed
(!y0"LE 1fBed & Bank Caused By Ditching And WITHOUT Sinuosity Then Score=O*)
' 10) B A 2°d Order Or Greater Channel (As Indicated
On Topo Man And/Or In Field) Present? Yes=3 No?
PRIMARY GEOMORPHOLOGYINDICATOR POINTS: 13
II. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? 0 IR 2 3
PRIMARYHYDROLOGYINDICATOR POINTS: I
ui,nmtogy

eF
1 Aribrous Roots Present In Streambed 7 A bsent weak

2 moderate

1 Strong

0
'
2) Are Rooted Plants Present In Streambed? 2 1 0
3 Is Perih ton Present? 1 2 3
4) Are Bivalves Present? 1 2 3
PRIMARYBIOLOGYINDICATOR POINTS. 6
Secondary Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
Natural Drainage Way? 0 0.5 1.5
SECONDARY GEOMORPHOLOGYINDICATOR POINTS: 2.5
II. Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter
4) Is Water In Channel And >48 His. Since 0 0.5 © 1.5
Last Known Rain? (*NOTE. IfDitch Indicated In #9 Above Skip This Step And #5 Below*)
5) Is There Water In Channel During Dry 0 0© 1 1.5
Conditions Or In Growing Season)?
6 Are _Hydric Soils Present In Sides Of Channel (Or In Headcut)? Yes 1. No=O
SECONDARYHYDROLOGYINDICATOR POINTS.- 5

1) Are Fish Present?
0.5
1 J1L Ull`?
1.5
2 Are Amphibians Present? 0.5 1 1.5
3 Are AquuaticTurtles Present? 0.5 1 1.5
4) Are Cravfish Present? 0.5 1 1.5
Are Macmbenthos Present? 0.5 1 1.5
6) Are Iron Oxidizing Bacteria/Fungus Present? 0.5 1 1.5
7) Is Filamentous Algae Present? ® 0.5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FAC W Mostly FAC Mostly FACU Mostly UPI,
(* NOTE. If Total Absence Of All Plants In Streambed 2 1 0.75 0.5 0 0
' As Noted Above Skip This Steo UNLESS SA V Present*).
SECONDARYBIOLOGYINDICATOR POINTS: 0
TOTAL POINTS (Primary + Secondary)= 27.5 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
5) Is There An Active (Or Relic) -
NCDWO Stream Classification Form SCP11-Unimportant Intermittent Stream G
Project Name: Addison Drive C.I.P. River Basin: Catawba River County: Mecklenburg Evaluator(s): Ron Johnson and Rhett Bagget
DWQ Project Number: Nearest Named Stream: McMullen Creek Signature(s):
Date: 7/2/03 USGS QUAD: Charlotte East, NC Longitude: W80` 46' 53" Latitude: N35° 9'58"
Location/Directions: From Charlotte, take Independence Boulevard (Highway 74) east to Idlewild Road. Turn right onto Idlewild Road then continue
onto Rama Road and travel for approximately 1.5 miles to Kirkpatrick Road Turn right onto Kirkpatrick Road and the proiect area is located in the
Sherwood Forest neighborhood.
¦ *PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, if in the bestprofessional judgement of the evaluator, the
feature is a man-made ditch and not a modified natural stream-this rating system should not be used*
Primary Field Indicators: (Circle OneNVumberPerLine)
1. Geomorphology Absent Weak Moderate Strong
1) Is There A Riffle-Pool Sequence? 1 2 3
2) Is The USDA Texture In Streambed
5) Is There An Active (Or Relic)
H. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? ® 1 2 3
PRIMARYHYDROLOGYINDICATOR POINTS: 0
Secondary Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
Natural Drainage Way? 0 OIL 1 1.5
SECONDARY GEOMORPHOL OGY INDICA TOR POINTS 3
It. Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter
3) Are Wrack Lines Present? 0.5 1 1 5
4) Is Water In Channel And >48 Hrs. Since 0 0® 1 1.5
Last Known Rain? (VOTE. IfDitch Indicated L: #9 Above Skip This Step And #5 Below*)
5) Is There Water In Channel During Dry 0.5 1 1.5
Conditions Or In Growing Season)? ra
6)-Are Hydric Soils Present In Sides Of Channel (Or In Headcut)? Yes=1.5 No9U
SECONDARYHYDROLOGYINDICATORPOINTS 1.5
TOTAL POINTS (Primary +Secondary)= IL5 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
(*NOTE-IfBed & Bank Caused By Ditching And WITHOUTSinuosity Then Score=0*)
10) Is A 2a° Order Or Greater Channel (As Indicated
On Toro Map And/Or In Field) Present? Yes=3 No fm
PRIMARY GEOMORPHOLOGYINDICATOR POINTS. 1.
PIUMARYBIOLOGYINDICATORPOINTS. 5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(* NOTE: If Total Absence Of All Plants In Streambed 2 1 0.75 0.5 0 0
As Noted Above Skip This Step UNLESS SAY Present*)
SECONDARYBIOLOGYINDICATOR POINTS: I
1 •
NCDWO Stream Classification Form 9CP12 - Unimportant Intermittent Stream H
Project Name: Addison Drive C.LP. River Basin: Catawba River County: Mecklenburg Evaluator(s): Isaac Hinson and Ron Johnson
DWQ Project Number: Nearest Named Stream: McMullen Creek Signature(s):
Date: 12/17/02 USGS QUAD: Charlotte East, NC Longitude: W80` 46'53" Latitude: N35° 9' 58"
Location/Directions: From Charlotte, take Independence Boulevard (Highway 74) east to Idlewild Road. Turn right onto Idlewild Road, then continue
onto Rama Road and travel for approximately 1.5 miles to Kirkpatrick Road. Turn right onto Kirkpatrick Road and the project area is located in the
Sherwood Forest neighborhood.
`PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, if in the bestprofessional judgement of the evaluator, the
feature is a man-made ditch and not a modified natural stream-this rating system should not be used"
Primarv Field Indicators: (Circle One Number Per Line)
1. Geomorpholow Absent Weak Moderate Strong
1) Is There A Riffle-Pool Seauence?. 0 2 3
2) Is The USDA Texture In Streambed
Different From Surrounding Terrain?
0
1'
3
3) Are Natural Levees Present? ® 1 2 3
'
4) Is The Channel Sinuous? 0 2 3
5) Is There An Active (Or Relic)
Floodplain Present?
I
2
3
6) Is The Channel Braided? ® 1 2 3
'
T) Are Recent Alluvial Deposits Present? 0 ® 2 3
8 Is There A BankhIl Bench Present? 0 1 2
9) Is A Continuous Bed & Bank Present?
(**NOTE: 1{Bed & Bank Caused By Ditching And WITHOUT 0
Sinuosity Then Score=0*) 1 2
'
10) Is A 2' Order Or Greater Channel (As Indicated
On Tovo Map And/Or In Field) Present?
Yes--3
No f§
PRIMARY GEOiWORPHOLOGYINDICATOR POINTS: 1-
II. Hvdrolow Absent
Weak
Moderate
Strong
1) Is There A Groundwater
Flow/Disehame Present?
0
2
3
PRIMARYHYDROLOGYINDICATOR POINTS: I
III. Biology
Absent
Weak
Moderate
Strong
1) Are Fibrous Roots Present In Streambed? n 2 1 0
2) Are Rooted Plants Present In Streambed? 3 ® 1 0
3 Is Peri h ton Present? 1 2 3
4) Are Bivalves Present? 1 2 3
PRIMARYBIOLOGYINDICA TOR POINTS: 5
Secondary Field Indicators: (Circle One Number Per Line)
1. Geomorpholow

Absent

Weak

Moderate

Strong
1) Is There A Head Cut Present In Channel? 0 EN 1 1.5
2) Is There A Grade Control Point In Channel? 0 0.5 1 1©
3) Does Topography Indicate A
Natural Drainage Way?
0
OIL
1
1.5
' SECONDARY GEOMORPHOL0GYJNDICATOR POINTS:
II. Hvdrolow 25
Absent
Weak
Moderate
Strong
1) Is This Year's (Or Last's) Leaflitter
P--- T,
rn-;ii
' 3) Are Wrack Lines Present? Ly y yy yy 0 0.5 1.5
4) Is Water In Channel And >48 Hrs. Since 0 0.5 1Q 1.5
Last Known Rain? (*NOTE: If Ditch Indicated In #9 Above Skip This Step And #5 Below*)
5) Is There Water In Channel During Dry 0 0® 1 1.5
Conditions Or In Growing Season)?
6) Are Hvdric Soils Present In Sides OFChannel (Or In Headcut)? Yes=1.5 N04
SECONDARYHYDROLOGYINDICATOR POINTS: 3.5
1) Are Fish Present? ® 0.5 1 LSu
2 Are Amphibians Present? 0.5 1 1.5
3) Are AquaticTurtles Present? 0.5 1 1.5
4 Are Crayfish Present? 0.5 1 1.5
5 Are Macrobenthos Present? 0.5 1 1.5
6) Are Iron Oxidizing Bacteria/Fungus Present? 0.5 1 1.5
7L Filamentous At= Present? ® 0.5 1 1.5
S) Are Wetland Plants In Streambed'l SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPI,
(*NOTE. If Total Absence Of All Plants In Streambed 2 1 0.75 0.5 0 0
As Noted Above Skio This Step UNLESS SA V Present*).
SECONDARYBIOLOGYINDICATOR POINTS: 0
TOTAL POINTS (Primary + Secondary= 33 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
...__....__..__._.._._._.-......... ..... -- - ...__._....._....... -_._.._.__.....
----.._..-- - ----------------
OFFICE USE ONLY: USACE AID# DWQ #
SCP1 - Perennial Stream A
STREAM QUALITY ASSESSMENT WORKSHEET ' 1. Applicant's Name: Charlotte Storm Water Services 2. Evaluator's Name: Isaac Hinson and Shawn Villalpando
3. Date of Evaluation: 1/22/04 4. Time of Evaluation: 11:30 am
5. Name of Stream: Unnamed tributary to McMullen Creek 6. River Basin: Catawba River
7. Approximate Drainage Area: 200 Acres 8. Stream Order: First
9. Length of Reach Evaluated: 2,140.LF 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From Charlotte, take Independence Boulevard
(Highway 74) east to Idlewild Road. Turn right onto Idlewild Road, then continue onto Rama Road and travel for approximately 1.5
' miles to Kirkpatrick Road. Turn right onto Kirkpatrick Road and the protect area is located in the Sherwood Forest neighborhood.
12. Site Coordinates (ifknown):-N35° 9'58" W80° 46' 53"
' 13. Proposed Channel Work (if any):
14. Recent Weather Conditions: No rain within 48 hours
15. Site conditions at time of visit: 40° and sunny
16. Identify any special waterway classifications known: Section 10 Tidal Waters Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters _ Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
17. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
18. Does channel appear on USGS quad map? YES NO 19. Does channel appear on USDA Soil Survey? YES NO
' 20. Estimated Watershed Land Use: 100% Residential % Commercial =% Industrial % Agricultural
% Forested % Cleared / Logged % Other
21. Bankfull Width: 4-12' 22. Bank Height (from bed to top of bank): 4'
' 23. Channel slope-down center of stream: -Flat (0 to 2%) X Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>I0%)
24. Channel Sinuosity: Straight X Occasional Bends Frequent Meander -Very Sinuous Braided Channel
' Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain,. vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an. overall assessment of the stream reach under evaluation. If a
' characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 52 Comments: This channel exhibited a moderate presence of Chironomids.
midges
Evaluator's Signature ?-? --" Date
' This channel evaluation form is intended be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
' particular mitigation ratio or requirement. Form subject to change - version 05103. To Comment, please call 919-876-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
kCrl Lr?6S 9'O [NT R _GE
oasr:rl SC (39Z
Piedmont 1 lJounrirn
Presenr e of tltm per sistenI pools in str earn
- n 3
Ii]i rl?'..7 :@LCllT?It1:(? l1C'I1Lili?t?= i7ii1l?rLtlt?1 - ?

-
--

?

. L? idurce of past human fel-anon

--ru:l It! ?iT,-? n ?r( ? t ,.1tc°? ?r; ?n= r1 int?
Riparn In ZUIle
-- - 1. F1dcneC rll. ?1JTCIe.S1L ,)r G11 CII11Cal d1tiC h:tf"?'Cti ? --. ? - ---

?:"ZI?[7tili=CUt:C119C? S-i)_ElOr11??7?]??a- .11:1'Cllt?l!1L?j

-
?1 2

j
--??
2
C'roundi? ttcr ii,scltlt =c -

0
-

l F

-
i ?l .i
3
Pte?cnceof rd cent Lloodpl:uI I

-.-_ ( I W. jl ,l? i?ilh? llli 111'x. P??Illlr) -- _
- ---
-
-,- 2
_ _ FlrtrCllchrncnt.'tloodplun rcces" ,'-
2
Presclic of .Id) rccnt «etl.u,ds -- - -
?)--r, - 0
-
(hanncl srnunsirv
- -
l
0
I'_LISI ,. 2
?cdirnent irtpal - -

:1CflL ?I1: X O[NIS 2
?,izc \ diNcrsrn of Channel hed suhstr arc
N ,. - 3
I'1C. it 1 1 1'-. T ll? - ?? 1 LI:7t ELI _iti I CS 11:1 ?: (? 'I11 L?}
- - - - ?, `

? id c?nrr of ch uruci incision or ?citic nnr --

- ,
i 2

--
i
0:)
?, i ? ? i,i? ?.i .. ? n,,l
-
? Prcuneenl major hlIII l i:Iiinr(,

Root dc_pth and densifN on hanks

-

r

, _

n 2
ml r),n-
_ rr hn a ?nr?ul
_ Imp let h\ t ricultur t? or lkce tocl production --- - ----

YI e?rnce of rifilc pool; r ippit?-pool coruplcw', - -
3

ILahnal courplc?it?
4
-
(: Hope cn?era??c ore°r sire rnthcd
-
- -

1 _ Ga?lll __ .,Li`? 'I ', 'Il ,ilL lip .? n.'?1'. P.:.-?. ^??1 fi L? I _
.. 3
?nhatrate cnrheddedness
2
--
Prestnchot,ucunilnerlchI-aiesl A
2

-
Picsenec of am phihl rns

Pr escrlce of h;il -
!J
Lsidcnee of NNRdlihe Ilse -'
- ?; ;- 3

Dotal Points Possiblc I?ir`?i i
"I 1 Ai SC ORE, 52
* These characteristics are not assessed in coastal streams.

2

.. ..................... _...............
OFFICE USE ONLY: USACE AID# DWQ #
SCP2_- Unimportant Intermittent Stream C
STREAM QUALITY ASSESSMENT WORKSHEET'
1. Applicant's Name: Charlotte Storm Water Services 2. Evaluator's Name: Isaac Hinson and Shawn Villalpando
3. Date of Evaluation: 1/22/04
5. Name of Stream: Unnamed tributary to McMullen Creek
7. Approximate Drainage Area: 5 Acres
9, Length of Reach Evaluated: 299 LF
4. Time of Evaluation: 9:15 am
6. River Ba sin: Catawba River
8. Stream Order: First
10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From Charlotte, take Independence Boulevard
(Highway 74) east to Idlewild Road. Turn right onto Idlewild Road, then continue onto Rama Road and travel for approximately 1.5
miles to Kirkpatrick Road. Turn right onto Kirkpatrick Road and the project area is located in the Sherwood Forest neighborhood.
12. Site Coordinates (if known): N35° 9' 58" W80° 46' 53"
13. Proposed Channel Work (if any):
14. Recent Weather Conditions: No rain within. 48 hours
15. Site conditions at time of visit: 40° and sunny
16. Identify any special waterway classifications known: Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters . Outstanding Resource Waters _
. 17. Is there a pond or lake located upstream of the evaluatic
18. Does channel appear on USGS quad map? YES (0
20. Estimated Watershed Land Use: 100% Residential
_% Forested
- Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
)n point? YES NO If yes, estimate the water surface area:
19. Does channel appear on USDA Soil Survey? YES
O?o Commercial % Industrial Agricultural
% Cleared / Logged % Other (
21. Bankfull Width: 1-3' 22. Bank Height (from bed to top of bank): 6" - 3'
' 23. Channel slope down center of stream: -Flat (0 to 2%) X Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
24. Channel Sinuosity: Straight X Occasional Bends Frequent Meander -Very Sinuous Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 37 Comments:
t Evaluator's Signature Date - I-51 0 1
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 05/03. To Comment, please call 919-876-8441 x 26.

STREAM QUALITY ASSESSMIENT WORKSHEET
- f ti_?id ?1 i 3 <i I(" L? (`Rf t?l(t POINT R,V-.NGF'
Presenec of 11(M " pel,lsrenr pools in ,leant

J .. .)I ti;1 R!I'I!I'Il Ill .I, :.--'Rl.t Dl (72T-) ?)-
_ -- -, 0

1' ?Idcl,ce of pasl 1111111111) 11 teral loll
?C` .1_I.C ?1 LCr Ci_I? ?, !- II iT lllc;r ,r.?-.n = 'ilaS ??rl iC?CSI

- - _.
2
Rlpari rn ioi1e - r
s
? -
- -- ,
-
-
1??iderlcc of nutrient or Cllcrnit-n[ disciiar-'es - - -
i
??-
-
2
G ro?nlhv.rrel disCh I I

? fl-I
`'? I
PI c,cncc of ad
llrenr floudpfain _ ? I J
,
i
__ Fnn ?nchmint Iloodpl;lrn acre„ _ - 2
??-
_? ,,if,.1 ?J 1)
1 rescuce ol,adj lrcru «cUarlds (
s 0

,) _ -11]Ilr el ;illllosi.l? ------

' ?,Cdllllcllr Ilrpul ?'.
i
.I)
1
,L, % IC ?N LL ?.Yil - 1 l , I 1) , MI,'TIT 171:1 :""IT!] 4

_ fl-1
3

i
tirn S ILNusin of ch lnucl hld sub,tr.ue
n -? r - 2
NrdcneE nfch land ntu,iou ni ?citlr
nln
i,
m 11 3
- 1'rr,lnccolm.ljol hanl.lulnrc, -- _ _ j

hoot depril and dulsir? on bulk", 3

Ti, 11- 1
1 Inl ,,rr h? 1 I n•nkIlrC (o Iivcsrocl, prodnction
lT, , n, 111:1,. 4
1'rc,encC Ul. Lrlllc-pool. fipple-pool Corllplexc', _ .
? ?h?`t1 11 C, ?I ll irl 2
f - - - 1 IahIL lr i I)rll ple\rl?
'. ? lTl, I i „C ? l:cl ? ifs LG' i f17.? _ 2
M --- _ -- -
a Imp c1) NC1 L"L U?Cr ,trc;linhed
/
,TUr, u> u,
?nh,tr ,rc r?rrlbcciricclu„s - - - _ ___

I,lncC of,llr:lll inN cl,chr nrr, _
-?- --
1 - - -

r _
_: _ - ' 0
1'rc,en?r of

-

.. I'rl,ulccol Il,h --

0
_

Tor:rl Pointe Po;il?lc i i,r) ' ' ' ,
T(I I- `;cl?I E
* These characteristics are not assessed in coastal streams. '
1
1)
..........................._....__.._....._.._._...............__..............._..................................._............._._...._...................._......................................................................................
..............__.............._..;
OFFICE USE ONLY: USACE AID# DWQ #
i
SCP3 - Unimportant Intermittent Stream B
STREAM (QUALITY ASSESSMENT WORKSHEET
' 1. Applicant's Name: Charlotte Storm Water Services 2. Evaluator's Name: Isaac Hinson and Shawn Villalvando
3. Date of Evaluation: 1/22/04 4. Time of Evaluation: 10:00 am
' 5. Name of Stream: Unnamed tributary to McMullen Creek 6. River Basin: Catawba River
7. Approximate Drainage Area: 10 Acres 8. Stream Order: First
9. Length of Reach Evaluated: 151 LF 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From Charlotte, take Independence Boulevard
(Highway 74) east to Idlewild Road. Turn right onto Idlewild Road, then continue onto Rama Road and travel for approximately 1.5
miles to Kirkpatrick Road. Turn right onto Kirkpatrick Road and the project area is located in the Sherwood Forest neighborhood.
12. Site Coordinates (if known): "N35° 9' 58" W80° 46' 53"
13. Proposed Channel Work (if any):
14. Recent Weather Conditions: No rain within 48 hours
15. Site conditions at time of visit: 40° and sunny
16. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
17. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
' 18. Does channel appear on USGS quad map? YES ® 19. Does channel appear on USDA Soil Survey? YES
20. Estimated Watershed Land Use: 100% Residential % Commercial % Industrial % Agricultural
' _% Forested % Cleared / Logged _% Other
21. Bankfull Width: 3-5' 22. Bank Height (from bed to top of bank): 3-5'

23. Channel slope down center of stream: -Flat (0 to 2%) X Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
24. Channel Sinuosity: Straight X Occasional Bends Frequent Meander -Very Sinuous -Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse):
27
Comments:
' Evaluator's Signature ?-? ., ?jbn?,, Date a" (1; 10'r
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
' gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USAGE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 05/03. To Comment, please call 919-876-8441 x 26.
1
STREAM QUALITY ASSESSMENT WORKSHEET
r Coastal 1 icdmont ? ?iouutuin
SCORE
-I 1
Presence of tbm .' persistent pools in strennr - 2
0-? -1
-- -- !n? LI?>,,?I ,anu:I?t,n_ I) ?tI one llu?? _.>> I_?,r??Inl>)
G:Fldcnce of past human afteration
ICV[CIISIAC IIiC`'.It I k'Q] 11: 111? ailf 1k1I1Ut1 =Ill i.`: hI?17]ts
Riparian Lone ?-
il I-LII t1'?= 111II
Evidence of nutrient or cltemicat dixhar-,Cs
c r o AIsch II ice r7I 7:K ;??Iint? 1
(:roundwatet disch 11e
?i ? '
. I I1 C'. ?Ii;C ?I 1C=_?C- II, 'fi,;1l ? ?ci„ ..'CLI?lIl?t>_ CdC- 171.7. „c,111h) ?) r)-a I it -?
_ 2
I r csenct of td' avert flood plain - -
--? - ?
nL t1o'),ip1<111I 1 . n>I% tl?,oapl?un n?L, r?;I;]t,) l
-

L 11tr cnchIn nt , floodplaln 1ecess

1. ?n?nn?llcd - 1 ?ieyu?nr fiI < <iu;;r maw l7r?int<i ?? - 1 - 1
Presence of ddj ICertl Retlands - ---- - -

i]o 1-,?C L?UP (15 ?!. !aI__ '.l ci ?ti .'1L .VC III = Ira:, f?Cll]115)
- - rI U ??
_ 0
Channel sinoo.sit? -- --
?

- 'I
[ L ,TC'.l Sl C ?i121111]? I1 ??I111 d1 - U: Il tLUI 1i Il1?LI 17 ?tC - I7 \ 1101111,?)I
- - - - r1 -- ?
(i ? I 11 1
?l dlrn Cant input
1
ensl ?tcilk1 iil ?n ult 01 Il", ?.,?lun?'nI ua: 7uuu,i - n
- - ---
SILL X drN rrsrtN of ch uurel Ixd tiubst[alc -- ----.. _.. ---- -_....-
I
.._ - 11
i I II],_ h nl )-c I ?u; I II. cs, Ilrs '?k i;I i
1%N idence of clr lrnncf incision or IN Wellin,

I,l?c I u?el iL t?.7?? h, ?{ .k n;ull« Isl. ?,<?!1IC 1
? 1
_ Pr esuicc of m l
for hank t i lurts
,
- f ?. .? ,[C?Il IL, ilr']I u?Ibik_
Root depth lII dcII v I)n 1) a[11 s - - - --_--

_ -
(1liA mltL I, )t', - Ii: l-;I? ?hrou._ [j, 11 IT r?1:C X71 ,;nttii LI _ ?I ? LI -_ i
Impact bV rl'r'Icuiture of livestock production
---. (>Ll???LL[1 [I;tl Illl il;l:l I r: lh ". Iii C:I] ? iP::l I7??I1,C,1- .. ?.
4
'ICSCncc ul t r
Iflr pool'1lpplc-pool coolplcscs

Ik1bil rI conlp1C%1tN

-
rlitllc ,,1 ? habn?n ,;,ucnt 1lc,i ]?uhii_u, nr?: h >iI71>) I
I 2
(.anopt' c'Il1CI the over stI C r111bed

111 ?1 ?: lL1tj1C_ _`?ILill?.`Il 11. '?ICII 'llcU? IL]Oh? - CII?L< h?I[li?l (1
1"uhstr tte E`n1hCddCd1wN,,
I
i. iC ?1j,.' lll'I.I C. t,;? ? I): It ?= ELI LI Lu T? I ?il\I - 2
P c"once of stre.lm ins crtebra is 1 -

- 1 0
I'l-csCnce of alnphiblans

? :
._ I
(j I I (1 0
II ?.A It1C:l?.? _ C, I I t 11, l L I I I1 l ]: LI` I DC ?i. 1, 1711 1
`
:, I'rescncc of fish

-
- 0
p;,?,?
r] iLi . 1,, -11`- IL
,LIII ?R?II,
EN idence of NNildlifc use --'
- ?1 - h 2
17?r 1, fLicn?? - Ii: uuLL+_ri ?rc? - n7??, 1 ?Iinl,i
total folors 1 0ss1hle ,I)r) 1I; :UII
1 OT kL S( ORE iai??i? cnt?r Lln tlr?,C J)'ILc 27
* These characteristics are not assessed in coastal streams.
2
---.._---------- ...._.............- __--........-------...__.._.._....._....__._.............._..__......._......__....._.._.... --
OFFICE USE ONLY: USACE AID# DWQ #
SCP4 - Unimportant Intermittent Stream A
STREAM QUALI'T'Y ASSESSMENT WORKSIIEET
' 1. Applicant's Name: Charlotte Storm Water Services 2. Evaluator's Name: Isaac Hinson and Shawn Villalando
3. Date of Evaluation: 1122104 4. Time of Evaluation: 11:00 am
5. Name of Stream-, Unnamed tributary to McMullen Creek 6. River Basin: Catawba River
7. Approximate. Drainage Area: 5 Acres 8. Stream Order, First
9. Length of Reach Evaluated: 223 LF 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From Charlotte, take Independence Boulevard
' (Highway 74) east to Idlewild Road. Turn right onto Idlewild Road, then continue onto Rama Road and travel for approximately 1.5
miles to Kirkpatrick Road. Turn right onto Kirkpatrick Road and the project area is located in the Sherwood Forest neighborhood.
12. Site Coordinates (if known): N35° 9' 58" W80° 46' 53"
13. Proposed Channel Work (if any):
14. Recent Weather Conditions: No rain within 48 hours
' 15. Site conditions at time of visit: 40° and sunny -
16. Identify any special waterway classifications known: Section 10 Tidal Waters Essential Fisheries Habitat
-Trout Waters Outstanding Resource Waters Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
' 17. Is there a pond or lake located upstream of the evaluation point? YES (:?P) If yes, estimate the water surface area:
18. Does channel appear on USGS quad map? S NO 19. Does channel appear on USDA Soil Survey? YES NO
20. Estimated Watershed Land Use: 100% Residential _% Commercial % Industrial % Agricultural
% Forested _% Cleared / Logged _% Other ( )
21. Bankfull Width: 1-3' 22. Bank Height (from bed to top of bank): 1-2'
23. Channel slope down center of stream: -Flat (0 to 2%) X Gentle (2 to 41/o) -Moderate (4 to 10%) -Steep (>10%)
24. Channel Sinuosity: X Straight -Occasional Bends -Frequent Meander -Very Sinuous Braided Channel
' Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
' Total Score (from reverse): 25 Comments:
Evaluator's Signature 1--? Date
This channel evaluation form is intended We used only as a guide to assist landowners and environmental professionals in
' gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 05/03. To Comment, please call 919-876-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
- _- ? - __ (nasral Piedrnotti _?lountain I
Presence of flok. pei",rsterit pool", in stream -- -?
?' - - - -
F?idrncc of past human aiteration? - --- ---
i
_. r._TCicn
Riparian zone
Tit: (!l'-
1 ? id r) cc Ut fl IItri(2 nr ? hence rl disc h
( round wrte[ divch n e
-- ---
Z a pc? 1111
?
I- =- l;_If 1?, Pi1",en'-u rrt.cd1ieEn')''1otlpL n
ula<FO iv:.;i
F°nCr cnchnrcnt ' lloodpl un lccc,ti -- i
2
?CCPi ?11'lc ?;].- t' i _'.C?r c G? fay r X11 T1 - Ill. 1 )?i,n1L?l -
Prrsrncc of adj:wvllr tiscllands - --
n- _ 0
f ,?: _? I ?[ ?I; n ! 1 t<?:at l F :' .ul?i>= [C':?i Dc lur;i - I
?f ? Ch uurrl",muusru I
0
?cdrnrrnC urput _ _ - - -- - -- - ? 1
viz drNeI-SiI of ehTnncl1)(Assnh"1latc
--?- -- I
induce or c ha n nel m Cis -
itnr or idcnnr<,
?- - -
3
mti??
Pr r sencc of mnjor hank I nlnres _ it 2
- -
-_lc ??I(?i7 [it .It`ll C?hlc ?-;tC l.. ;13' `??lil r:?l ?Rool depth uld dcntiirN our haul 0
-?
Inrprct h? t rir?ulturc or Ir%e",mcic production - - 4
I; I ll? l?> >iril )---? - ?- ?-- - ? -- ?- --I'
c of r itfle pool, r i i plc- pool ronr plc%e",
` ?? 1
Icahn rt cnmplcsit? - -- - - - - --1
:11;x',: r I;lt
(-anopk cn?u r ?c over strrarnlrrd
I 1 ,lil:UII _ Lllt'Tl ., i]Uf1Lo RL> ill D`. I111:, t'fIl -
? ?uh?U?.ftc c?rnhuhicdnc?? l
-- Pre",rnrc of slrcim illN urichratcs _! f -- -
0
TI,
,,; Prc?enu of amphihr ups - -- -- 0
- T - T
fT_ L
0
?idcncr of sN ndlifc 1111C
. ?1:1r 1 ?,Tn s Pns?lhlc uj ? l ,,,
1-01 ?L' fit` OR 25
These characteristics are not assessed in coastal streams.

I

I

I

........... ......-_.......... -. .................. ...... -........ . .
OFFICE USE ONLY.- USACE AID# DWQ #
SCP5 - Important Intermittent Stream E
STREAM QUALITY ASSESSMENT WORKSHEET
1. Applicant's Name: Charlotte Storm Water Services 2. Evaluator's Name: Isaac Hinson and Shawn Villalpando
3. Date of Evaluation: 1/22/04 4. Time of Evaluation: 10:20 am
5. Name of Stream: Unnamed tributary to McMullen Creek 6. River Basin: Catawba River
7. Approximate Drainage Area: 15 Acres 8. Stream Order: First
9. Length of Reach Evaluated: 48 LF 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From Charlotte, take Independence Boulevard
(Highway 74) east to Idlewild Road. Turn right onto Idlewild Road, then continue onto Rama Road and travel for approximately 1.5
miles to Kirkpatrick Road. Turn right onto Kirkpatrick Road and the project area is located in the Sherwood Forest neighborhood.
12. Site Coordinates (if known): N35° 9' 58" W80° 46' 53"
13. Proposed Channel Work (if any):,
14. Recent Weather Conditions: No rain within 48 hours
15. Site conditions at time of visit: 40' and sunny
16. Identify any special waterway classifications known:
-Trout Waters -Outstanding Resource Waters
Section 10 -Tidal -Waters -Essential Fisheries Habitat
Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
' 17. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
18. Does channel appear on USGS quad map? YES NO 19. Does channel appear on USDA Soil Survey? YES NO
20. Estimated Watershed Land Use: 100% Residential % Commercial % Industrial % Agricultural
% Forested % Cleared / Logged _% Other(
21. Bankfull Width: 2-5' 22. Bank Height (from bed to top of bank): 2-3'
' 23. Channel slope down center of stream: -Flat (0 to 2%0) Gentle (2 to 4%) X Moderate (4 to 10%) -Steep (>100/0)
24. Channel Sinuosity: Straight X Occasional Bends -Frequent Meander -Very Sinuous -Braided Channel

D

FJ

Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse)
39 Comments:
Date 2 1A D Y
Evaluator's Signature
76nsz?.?
This channel evaluation form is intended t% be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 05/03. To Comment, please call 919-876-8441 x 26.
1
STREAM QUALITY ASSESSMENT WORKSHEET '

C1?
?11ZE
??? 1
R?STIC?S - d?( OItFG](?N t'OI=?'TR .NGI
.
.
_ -- - SCwlv

-
-_, C oastal
. led... ...l NlUU?Calll 1
P
nce. of llll ---l
? r ?sc ?? "per yistenr pools ill dream

_ --
_ (fU 11LJ'.?_?l ?ttCU1?11ii)71 - ?) ?Il\)11? 710v:"- ?L?i:< }?0]R151 I J7 2

F?idcnce of past human alteration I F__

i (C I<Il>I\.'c ,L?lc`:1tli'll I1. I1?] lit@,.lll?'il -- lI1`? p(lIC1l:tiI i.
i ? i - - 2
1?.Ipa1'I In Z(1RC
- ffl(? I11LIf,.'i 11 ?O tI L_'LIU LLB, ,,'Idc' f7I I IfL:Y ill :I X 1" 1111 IS
1 ?idence of nutrient or chcmlc d disch 11
"e,
.

cxt'f n,i nu
i _ z: t ?i1??htu ?r?? - Ij_ ?i1>cli" , sc? may. hr>fntsl -?
j I
2
(rroundw'arer drschrr,e
i
X11„'iPs lnI,pr:Il 'ccrV ctlll?i,. r -mx 11cIm:;} - } -4
- j
-
Presence of adjacent flood plai? -- - -? --
'dl' i
lIIT - Ill?l-: ?i)L111a1
__
'
- F,llt1 e'I1ch111U11 ?oo dpla111 lccess ? --'

IIM TIC Cd - Ii t1?? u?nr 111( 111111'_' U - U -
4
Presence of ad.lacenl lvCllands -

ono 0, c d«nd, ?L11 ? adjacent ?.; ?t'a ulus 1 '1?: r- nint,l 0
___
- _--
-
(?1lanncl Slnuosil
N -
I
'
- _ -- e'i1: 1 C Cil Ll llil_11 ?l Cl ?Il - I)_ 11,7ttll 11 [11 1.Il ii, f' -- Rl[L'•: (7 ??It][S1

I '
- l
?'cdiilwnt iup'rt
fi

l
n H i u I n??, l
l r??nlr' 1
f
f
li-- ? ? r) I 2
_

tive L . drN er"ltN of ch lnncl
he su hstl
d
l
lc _
-_ __

i

t 11(r11?,1?)u, U: ILO _c di '.er<,' "1rc? p'mu) V- 2
1 ?Idcrtce of ch nlnel incision or l?uicnine
3
- Pr e'q-ucc of Twlior Imlik fadu1 eN
-, - ; - I 4
Root depth and dcnsify on hails
;,_ 14
1 ? Ls ?I? u,?u U. ,I lac fi?, I LI1F??L _I?? lIL ,Id'c h?urlcl I 2
1111pact b? 1 ric111r111-u of InPStock lroductloll

II,, m:L ',,in;r
-? 4
Presence of riffle-pool, rlpplc-pool complexes -
n
1111 ri I.
? 2
-?
- -
1 f fa
bltat conlplc"in
r. nl ? u 1 ,? 11,tbil.u ?i_ L?nI ?? ,n1f;I ' 2
.elope cn?cr 1'?r mcr sire uubrd

T 3
- _ '_ I 1 sn?:u:I 1 ?,cutrrl r nliun.,?m _ ?,1???- u1:L>: I1c?iu[<i
I tiahsll.rre erllbecldcciness
- _ --
f I .Illh?_Lid it ??I LI Ilia II LEI
-
_ -
1
PrescnCC of ,ire.rnl in?u tchrares i? , L .?1 - --
-?
I'IUe`11ee of alnphlbl lns

-
11I p
Presence of rich T

t'lh ?til
... p '
1 Nidellce of «ddlrf P. Use
Ili' .?I?'1.:? 11: lil ,L1?„Il.:.l 7,.100. - 11.111 ?I-;-C j f l !1 fl O _
i 2
Total I'umis Posslblc
TO1 \I_. SC ORL, iAli _fr cnf?r fin [ir> t. pa ?c) ? 39
*These characteristics are not assessed in coastal streams.
2
- .................._..._........ _..._.... --.... .......... __....... ............ _..---...... _...... _..... ............. _.............. _.... _....... __................... __................... _........ ....... __...._.:......... _.... _....... ....... _............. ...._....... ...... -----......... ......... ....._.._...--..._._.__........_...__._..__._._...._._...- - _............. --..
OFFICE USE ONLY: USACE AID# DWQ #
SCP6 - Important Intermittent Stream D
?j STREAM QUALITY ASSESSMENT WORKSHEET
' 1. Applicant's Name: Charlotte Storm Water Services 2. Evaluator's Name: Isaac Hinson and Shawn Villal ando
' 3. Date of Evaluation: 1/22104 4: Time of Evaluation: 9:45 am
5. Name of Stream: Unnamed tributary to McMullen Creek 6. River Basin: Catawba River
7. Approximate Drainage Area: 10 Acres 8. Stream Order: First
' 9. Length of Reach Evaluated: 244 LF 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): 'Prom Charlotte, take Independence Boulevard
(Highway 74) east to Idlewild Road. Turn right onto Idlewild Road, then continue onto Rama Road and travel for approximately 1.5
' miles to Kirkpatrick Road. Turn right onto Kirkpatrick Road and the proiect area is located in the Sherwood Forest neighborhood.
12. Site Coordinates (if known): N35° 9' 58" W80' 46' 53"
t 13. Proposed Channel Work (if any)-
14. Recent Weather Conditions: No rain within 48 hours
' 15. Site conditions at time of visit: 40° and sunny
16. Identify any special waterway classifications known: Section 10 -Tidal Waters Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
' 17. Is there a pond or lake located upstream of the evaluation point? YES 0 If yes, estimate the water surface area:
18. Does channel appear on USGS quad map? YES NO 19. Does channel appear on USDA Soil Survey? YES NO
20. Estimated Watershed Land Use: 100% Residential % Commercial % Industrial % Agricultural
' - _% Forested % Cleared / Logged % Other ( )
' 21. Bankfnll Width: 3-6' 22. Bank Height (from bed to top of bank): 3-5'
23. Channel slope down center of stream: Flat (0 to 2%) X Gentle (2 to 4%) Moderate (4 to 10%) Steep (>10%)
24. Channel Sinuosity: Straight X Occasional Bends Frequent Meander Very Sinuous Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
' characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
' reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 41 Comments:
t
Date L
Evaluator's Signature fir' ?Ji'
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
' gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 05/03. To Comment, please call 919-876-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET

?_?L?(?ltEGIO!? PZ}I??I I _tiG?
i _?(-'
-- (o lscal ? Pii?dinonr ?llounhlm
PFP'SenCC of flow per,,kient pnok ill str-earn -

1?.VidCOCC of past hrrnrall alternrlon

fm H.'l 11 "'o fie
T

Lli!cl - - -
- r,
i
1 cidCncr of, nurricill or ctlenlicad disc
hal es - - -
. i
T
- 'rl)Und1N'H let disch ll e

_"- - - 'i)ilP_ IN,IJI i U - fl

! r c ,enrr of ldj lcrnt lloodplnrn ? ---?- - - - -- --
? r;-mot i

E ntrCnchtllcnt tloodpl un 1CCr1s
- IT -1
Presefic ut
dl tccnt `N
land5
a
cn
?. lr 1lificl SrnlloCitN
..: IfIIT I ]LI '1_ li: C?.II ,I'll
I
r
`, dintcnt input
I
i? r>
_ I

llc & dTN erSll? of itl In ll C't bc(1 sllbtili lll --
?
`-?idcuce of channel incision or «idcnim? -_- -

Pr e.cncc of major milk lailure" -?
-
H

out tlrprh I ntl drn"ih nn bmnl.s
[: il - -- -
I
e r; :.
InrI> let 11N t ricnfturc of IM"'loch produclTO?
I

- rrl,
-
?
1 Ctir-nC
ofriflir pooLrlpple-poolconlplcxc" - - -

r I?i`I
nr;?
llahnat c lnrplc?irN

:tnr)pv cu ?rra1C o%er ?irc uuhrd

- Fl 1:1
?ubsir ttr ctuhrddcdncs? r -

r ?Ll?i_ L _ L'1?. I ? r
Prc?.cncC of 'd illvcrrchr;ur? .?.
- n;? - jllil? r' ll t I' I ,? - u, lllL?''I

1 r escnce of am >hibtan"

PICticllcc of fish --- - --

F id(llcc oI ildIifC Use

Dotal Poiniti Possihlc ?;)
5C'ORi
2
1 1
3
2
2 '
0
1 '
o
1
2 '
2
1 '
2
3
4
2
3 '
5
3 ,
0 ;
0
0 '
2
- -'I 1
()'I Al S( (ME
41
These characteristics are not assessed in coastal streams.

................................ ....... ...... .... ............ ................. ............ _.......... ................ ............. ............_.........._....................._............ ....... .............._......................................................_..................__.................................................._..................
OFFICE USE ONLY: USACE AID# DWQ #
SCP7 - Perennial Stream E
STREAM QUALITY ASSESSMENT WORKSHEET
' 1. Applicant's Name: Charlotte Storm Water Services 2. Evaluator's Name: Isaac Hinson and Shawn Villalpando
3. Date of Evaluation: 1/22/04 4. Time of Evaluation: 10:40 am
t 5. Name of Stream: Unnamed tributary to McMullen Creek 6. River Basin: Catawba River
7. Approximate Drainage Area: 20 Acres 8. Stream Order: First
' 9. Length of Reach Evaluated: 466 LF 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From Charlotte, take Independence Boulevard
(Highway 74) east to Idlewild Road. Turn right onto Idlewild Road, then continue onto Rama Road and travel for approximately 1.5
' miles'to Kirkpatrick Road. Turn right onto Kirkpatrick Road and the protect area is located in the Sherwood Forest neighborhood.
12. Site Coordinates (if known):' N35° 9' 58" W80° 46' 53"
' 13. Proposed Channel Work (if any):
14. Recent Weather Conditions: No rain within 48 hours
15. Site conditions at time of visit: 40° and sunny
' 16. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters _ Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
' 17. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
18. Does channel appear on USGS quad map? YES® 19. Does channel appear on USDA Soil Survey? YES NO

20. Estimated Watershed Land Use: 100% Residential _% Commercial _% Industrial % Agricultural
_% Forested
_% Cleared / Logged _% Other ( )
22. Bank Height (from bed to top of bank): 2-3'
21. Bankfull Width: 3-4'
' . 23. Channel slope down center of stream: -Flat (0 to 2%) -Gentle (2 to 4%) X Moderate (4 to 10%) -Steep (>10%)
24. Channel Sinuosity: Straight X Occasional Bends -Frequent Meander -Very Sinuous Braided Channel
' Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion: Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
' characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
' reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.

I

Total Score (from reverse): 47 Comments:
Evaluator's Signature n Date 2 S ? o
This channel evaluation form is intend to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 05/03. To Comment, please call 919-876-8441 x 26.

STREAM QUALITY ASSESSMENT WORKS BEET
'
- - --- - - - _ ;??:
f fl: NA( '1 r,kl', "??t ti IT t (>62L (,[??`?d67f?6t? 3' 611:\ [lr?l CO R
t uastal }? .,
Prclcnce of [14)N per"kiellI pools in streaorr
IR(1 I ,,[LIT;, 11, f) ?[?, Il^ ?1uA', 177:1 pi`Ll1Lj) 1-1 - f1
ENIdcilce of past human lltcr:lrloll
I t 1, q!
Ripal-i111 Lol]C .---

tl- f,
- i,lc h it ?'?. - 11,tN hu]i,1
li s
FIN idcrice of nutrient or chCmic ll diseh l-'
'CS - -
-

Preleocc of adj.lccnt floodi>laill
- i? --
11th li jo)q(j1, iLIIfl ILCi ???I111S)
L:11trulch(licit t Ilood ]Inns access
II?tIe,IIF I1,_ 'JII12 II'L, 1)01111N1
l r l(ITICC elf l(1inceR r NCI I]ndS
;.[lI I
1)la'_?; ???II1111 1' h i
1}
n -t
' ?J I ?-. llallnel 1111 lllllls
f .i?'1?14L'ChCIIlI ?? L(iIL.I ,-li: T]Rl Call ITI C:illll,:: - illa'?:???Llll?l ?? -
S dillle'llt Illpllt --
-. - - I lll? [ P, ? ? III I'lca]L LII:L: D,)1111
?l
i .
& dIACI'SICV of
h lll[lel bed
1111)11[ 1Ll'.
i/e
..__. .... --
-
?...- _-
C ?j -?
-
I I
,
i ?l lll?i
II
I?v idcncc of channci incision or I%ideniw, --- -
r
- Prelcncc of olajol h:lllk Iaiiures

M
Root do lrh and den
l
t\
nn ha
nl.l
t1
`
l
(
t
:
in t.\ t 1
'
f
4
I Iillpncr h..r,?rict ltllrc or livrstoch production
! tI ,,
anu;II IrI r_,cI I II ri s 1i ?,
PFCS I I C 0 4 riH1C pool.l ippic-pool c onlple?cl

-^ lla1 :1t Co nlple?ir -
_ Il?lilt _ it l?l ?l!I;tl Q11, IA .e 1b I "I ?_I L??: h? I:,l?i
ulopvcov a lac uv cr stl c.unhed

?Ilhltl IIc clllheddc(fncls
.. J? I.t\
Presullcc Of strea111 illvc'rtchratcl 4I
1w nr'- I)IM(:n, ;It„ ,:,,[I; r r_< - ,:La hr lnt<i

..
x?u
iir Icc of illl?libIM111
?
"
-? -

lrl
-
,, ,
n. I t:,_ini;
-
Pr?sencc of 1-1111
- - - -
2
2
2
0
2
2
1
3
3
3
4
3
4
3
0
0
-
I,_v Idence of vyildlite use
Fall -:r1 Ir[>1
hot_l1 Points Possihlc ?1) !}I) r1?1
TOT _il_ ti(ORE: (a1 ??_1 47
* These characteristics are not assessed in coastal streams.
3

- 2
n 2 '

2
.....
...................................................................................................................................... _............... ................. ............. ............... .................... _...... ............................. _...............
OFFICE USE ONLY:.........., .............. USACE AID# DWQ #
SCPS - Non-jurisdictional Channel A
' ' X
STREAM QUALITY ASSESSMENT WORKSHEET 1. Applicant's Name: Charlotte Storm Water Services 2. Evaluator's Name: Isaac Hinson and Shawn Villalpando
3. Date of Evaluation: 1/22/04 4. Time of Evaluation: 10:10 am
' 5. Name of Stream: Unnamed tributary to McMullen Creek 6. River Basin: Catawba River
7. Approximate Drainage Area: 5 Acres 8. Stream Order: First
9. Length of Reach Evaluated: 73 LF 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From Charlotte, take Independence Boulevard
Highway 74) east to Idlewild Road. Turn right onto Idlewild Road, then continue onto Rama Road and travel for approximately 1.5
t miles to Kirkpatrick Road. Turn right onto Kirkpatrick Road and the project area is located in the Sherwood Forest neighborhood.
12. Site Coordinates (if known):-N35° 9' 58" W80' 46' 53"
' 13. Proposed Channel Work (if any):
14. Recent Weather Conditions: No rain within 48 hours
15. Site conditions at time of visit: 40 and sunny
' 16. Identify any special waterway classifications known: -Section 10 -Tidal Waters Essential. Fisheries Habitat
-Trout Waters -Outstanding Resourcp Waters Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
17. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
' 18. Does channel appear on USGS quad map? YES @ 19. Does channel appear on USDA Soil Survey? YES
20. Estimated Watershed Land Use: 100% Residential _% Commercial % Industrial % Agricultural
' % Forested % Cleared / Logged % Other ( )
21. Bankfull Width: 1' 22. Bank Height (from bed to top of bank): 1'
23. Channel slope down center of stream: -Flat (0 to 2%) -Gentle (2 to 4%) X Moderate (4 to 10%) -Steep (>10%)
24. Channel Sinuosity: X Straight -Occasional Bends -Frequent Meander -Very Sinuous Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
' characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box.. and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
t highest quality.
Total Score (from reverse): 26 Comments: This channel is completely lined with rip rap.

Evaluator's Signature -? Date
This channel evaluation form is intende to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 05/03. To Comment, please call 919-876-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET

- - '
()
R EY3 PO I\7' R V\ C" E

-
- scozQ
?oasisl
Pic( fmolll Niolli
Pt tsCllce ul' Him " por'krcnr pools in 1h?cam

O
-
-
0
VNidlllCC Ill fm t 11 rllll111 .d1 Cratio 11

- - h
:.??.1 ,c I? atu?n
PO rl[s)
-- _ ?- -
-
- -
f
RiJ 11 k ill Zone - -
if
-1
O -
1 ?Idcncc oinurricnt or chcnuc tl disch u???cs - - -
[ 2
il_ d]'Cl1,11 ?CS ]1?1" I7?. ?1t=' _
-- ---
t;rouuch?atcl dilchltge

nl?? ? rolnl;?
` o
-
P esence o[ uijnccnt [loodphilt
O 0
I:nncnchmcnt ' tlllod llaln uccti, _-
i
-- -- - - _ -
Prc.cnc•c of adj ucut «ctlands
! -
ri
h

I „?, •._;. r i ?nds ? !:u?_ c 71izI? . ,u ?.? c•' ?:nui, ?l1:_1k h??inn 1 1

?
0
<_?halllle! 1IIlif U1lR
_ ??
__. tl 1j
- - -
(1
«?15?`. ,'11 ?lllll II.1: !??Il -11: IIa ILli?ti itl C:7ll ii.'Y lll?!?? h??lll(?) ? 1
, 0
?'Cdilllelll illpl,t -
I ??rs: ? ? rl ? r IIL!h I n?? ?? ?.nnant m.1x ,,,,nt<i
?Izc & dlsusits of ch ulnc! bed 1ub1(t lfc
l
I10[ . LI> r i1sUFi ?i'.':I - ?l;l?i Ii??InlS)
? idrncr of ch uulcl inc i'don or 11 idc niu'-, --- -
4
Pre,cL- c of major hail: lailnres
5
I-'oot dC)
v I) 1 llld dc111I(1 oil halll's _-
? -
l
Ili _?•rl( n IL11
-
r Iillp.wt h. l?" riculturc or liN esCoch prod 11c][1011
?
l
L 1
P1clulcc
o
[ itfle pool, lilllc-loolcolllllcxc
or, fill

II?LI? ,I" I'? 1Lli
( -111 opv Coxc1 1?_'C4l.cr ,Ircambcd

1 (1 3
11, ?J"1(III _ 111 f1 X11 (i LI IL' 11 1), - 1111 1110 - -

I
I: -11 c {..1. ? fl i 1 i II III Lr? »?l .! 2 '
PI('1CRC'Cof UrCalll1m Crtcbrarcl I_? 1l

?1i
11 - i) _

-
li -
U I t1' I" u, I 'It j -
PI C1l'IICI of Alllfill lbl los

?-, PI e"CIICC o[ 1-I'd)

l1>.
i
l `. ldl'III C` of
l l` 1110 -
ll lldh -. - -- _._.,

--
l I)
it 7
0
I o(;ll Poillr1 P1)y1lhle
"
1 0
1 1L ORE (?tLl1 c?rltr rln fug( na???i 26.
* These characteristics are not assessed in coastal streams. '

2
' .....OFFICE USE ONLY: ..USACE .......................AID#._........._..........__......_.._......-........... - ..........__........._......:._......_........_ _ .........._...__.._.....DQ_#_._....._............-__..__...._._.__..._._..... -----.........._......__...-
SCP9 - Important Intermittent Stream F
----------- -
e
?
STREAM QUALITY ASSESSMENT WORKSHEET.
1. Applicant's Name: Charlotte Storm Water Services 2. Evaluators Name: Isaac Hinson and Shawn Vill alnando
3. Date of Evaluation: 1/22104 4. Time of Evaluation: 11:15 am
' 5. Name of Stream: Unnamed tributary to McMullen Creek 6. River Basin: Catawba River
7. Approximate Drainage Area: 15 Acres 8. Stream Order: First
9. Length of Reach Evaluated: 91 LF 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From Charlotte, take Independence Boulevard
(Highway 74) east to Idlewild Road. Turn right onto Idlewild Road, then continue onto Rama Road and travel for approximately 1.5
miles to Kirkpatrick Road Turn right onto Kirkpatrick Road and theproject area is located in the Sherwood Forest neighborhood
12. Site Coordinates (if known): N35° 9' 58" W80° 46' 53"
13. Proposed Channel Work (if any):
14. Recent Weather Conditions: No rain within 48 hours
15. Site conditions at time of visit: 40° and sunny
16. Identify any special waterway classifications known: Section 10 Tidal Waters -Essential Fisheries Habitat
-Trout Waters Outstanding Resource Waters Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
17. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
18. Does channel appear on USGS quad map? YES NO 19. Does channel appear on USDA Soil Survey? YES ?O
20. Estimated Watershed Land Use: 100% Residential % Commercial % Industrial % Agricultural
Forested % Cleared / Logged _% Other ( )
21. Bankfull Width: 2-3' 22. Bank Height (from bed to top of bank): 2-3'
' 23. Channel slope down center of stream: -Flat (0 to 2%) X Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>101/c))
24. Channel Sinuosity: Straight X Occasional Bends Frequent Meander -Very Sinuous Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
' characteristics identified in the worksheet. Scores should "reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
' reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 43 Comments: This channel exhibited a weak presence of fingernail clams.
1
O
Evaluator's Signature .>1 v..- Date 'f `0 1
This channel evaluation form is inters d tote used only as a guide to assist landowners and environmental professionals in
' gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 05103. To Comment, please call 919-876-8441 x 26.
I
I
STREAM (QUALITY ASSESSMENT WORKSHEET
F (???12??1z?ti>?: IN I RANGL a
r af? 1" ? 7
2 _Zi R_ _i.3? ? ?
?
S( ??
R?
? il PiCfltll(III[ ?lo[1[lCalll
? I _
i
---
-- --- Phin
'1 esen C of IlwN -' pet sislcnt pools irl strcaln
1( ]?.. ?I
F:v ldencC o pati[ lllliTlail 11Cer1lfio l

-

- - -
, 3
Rip at-Lin inns
-? -' 2
ncc of r
111
rlcn t or Cllcnue'll disehar??es
?
-?:i, n ? . _ .. ??ir,,._; U_ ! < <iis.•?, i_?s - Ana.-:
?nr.

- (?round«alcl [1wClltt?rC ! -
- - - - - i 2
--- -
Pr eSCnct of adjacent tloodplanl -

- -- -- - - - -
FntrcnCholent; tloadpl u? access
-
?ll? 'I '. t._?. -? _
P rCSC[I Cu of al ijaCCit t INC(l.lll(1ti

I1-fY I]- it O
uln[lf l "Inilo"iIN _

- 2
n titriinlcnl Input i - -- - ---

?i T n 3

?rzc \ diNrrsi,c () f channel Merl tiuhs,ralc - -
5, 2
ul?_ nl, l? Lrt ; „ nta'i, ,rl,. I
idCoCC of Ch 1 -tucl Inrisiml of ?1 idcnrll- -
3 '

Pr c?carc rll ,n:ljul haul lailurc" - -- - --

_
Roo[ dcplh lnci (1(utilt. on bans , - '
? ?_i _ 2
- - -
r -- ln,p,rr h? t 'ricullurt o, li??cs[nc h prodnrlinn

'It ?
.Ini;; rnti;?
P[ t,Cnu of , lfflc pool; ripple-pool collipit-%ell

i? 2
? Iiab,tal Con, llrsrt`
f ?
?
„ _ 1, In ?l
2

t.anopc co%c, aec ovul til r t.lll,bc(1
3
- - - - ---
,i,hstl l1C (111hcdlicilr1C`1, - - - 1
2
- -- - Prescnru of Irrafll ill CI-1 _t

Pres tic(, of aulph ihia"'
n 0
Pr c?cnrc of fill, -- - 0
- - ??--
li_?iclcncc of wildfifc use 2
I'ulal Poi11 ts Po ?ihlr
Q (> { ?I_. 1?l_ ? fRF l?,,
These characteristics are not assessed in coastal streams.

OFFICE USE ONLY: USACE AID# DWQ #
SCPIO - Important Intermittent Stream G
S'T'REAM QUALITY ASSESSM ENT WORKSHEET 1. Applicant's Name: Charlotte Storm Water Services 2. Evaluator's Name: Isaac Hinson and Shawn Villalpando
3. Date of Evaluation: 1/22/04 4. Time of Evaluation: 11:45 am
5. Name of Stream: Unnamed tributary to McMullen Creek 6. River Basin: Catawba River
7. Approximate Drainage Area: 5 Acres 8. Stream Order: First
' 9. Length of Reach Evaluated: 146 LF 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From Charlotte, take Independence Boulevard
' (Highway 74) east to Idlewild Road. Turn right onto Idlewild Road, then continue onto Rama Road and travel for approximately 1.5
miles to Kirkpatrick Road. Turn-right onto Kirkpatrick Road and the protect area is located in the Sherwood Forest neighborhood.
12. Site Coordinates (if known): N35° 9' 58" W80°46' 53"
13. Proposed Channel Work (if any):
14. Recent Weather Conditions: No rain within 48 hours
' 15. Site conditions at time of visit: 40° and sunny
16. Identify any special waterway classifications known: Section 10 -Tidal Waters Essential Fisheries Habitat
3
-Trout Waters -Outstanding Resourc6 Waters Nutrient Sensitive Waters -Water Supply Watershed (I-TV)
17. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water, surface area:
18. Does channel appear on USGS quad map? YES 19. Does channel appear on USDA Soil Survey? YES NO
1 20. Estimated Watershed Land Use: 100% Residential % Commercial % Industrial _% Agricultural
% Forested % Cleared / Logged % Other
' 21. Bankfall Width: 2-3' 22. Bank Height (from bed to top of bank): 3'
23. Channel slope down center of stream: Flat (0 to 2%) X Gentle (2 to 4%) Moderate (4 to 10%) -Steep (>I0%)
24. Channel Sinuosity: Straight X Occasional Bends Frequent Meander Very Sinuous Braided Channel
I

Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, 'terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to. each characteristic within the range shown for the- ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into. smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 40 Comments:
Evaluator's Signature- Date
This channel evaluation form is intende to be used only as a guide to assist landowners and environmental professionals"in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 05/03. To Comment please call 919-876-8441 x 26.
1
S'C'REAM QUALITY ASSESSMENT WORKSHEET

-- - --- - -- Piedmont Mountain
Presence of Hi iNN persis icit r pools in Sire-,m - ---
_

r
Ili .. I ,l ILII_u i, ?Il-?.? )TI 71?1:i P( 11111 .
FN idEncc of past human 1lrcraUon - --
,?.'1 CCLtt? rl- I): rO L.,I] 11;IX i?nint?l ?
Rjp ri 111 lone

denec of nutrient Iu- ch(' rnrC:I I diycllar+?es

n11nd1!"arcr disco lr ?"C -?

l)7 11 Ii( I'.: r?1 - I I I
1) - - I1
" ? Prc?cncc nl ui
j ucnT f7oodpLrin
,
r r nIi r, inl
-

_ _
I.nrr cnchnlent 17oodpl lul tccc,s - - -
- -
Prc"crnccotad llrcnrullnds - -- - - - - -?

Il Il-1 n
i??,I??)s ,:ann?,l?,?u.n- 1): .u..- u?_,nrr,? ,?-1-, •, ?,?I?, ? -
,,; '?dlmrnt input
`l
'
'
i
]3
tivc& dncr?n? ufcll.uu)cl hrd tilrlnll ltc -?--- ---
i -f

i.? ;_.AIdCnCC 111 channel inci"llln of N1ldcnili'_?
11L 1 !: 111

II (1 -- ?
-
_ -
l'r l'??11CC U? IIIC
rjol haul. 1 ulurc?
n
?
--
RUirl de pill Till __ _
i dcrlvi!v on Irull.ti - - -- _...------ - - - ---

u1 l?I,u_ utu??
s imp:lcr hN a?1 riraltnrc or livrsloci: production

l'rcticnrc of ritllc-pCNll.l ippfc-pnol complc?c? - - - - - _ ---
II'
f Ll:rl)1caC CoII11) NiIN '
i
( :ulop? i oar :l c o. cr strc:unhrd -- -- -- -

'
AIC CnlI LdlIUditCS

' --
PI CtiCnl'L' X11 tirrC_l Crl ImC r'iCbl';I rl ti I ?? -f ''
- '---- _

Pic.cnc.r l)f:nnpIt ibians

:? Preu?ncc of titih
'S C" R E
I
2
? 2
3
2
2
0
I
0
1
2
2
3
J
2
4
2
2
4
2
0
0
1 ?illcncrof??lldlifcInc - -
I oGl) I'oinis
40
'These characteristics are not assessed in coastal streams.

........... ..... ........................ ..._.._....... _....... ................................ __.._........... ................................ _._.......... ....... .... _ ............ ............. ............. _.......... _.__.......... .... -....... _........ _..__...__..._..... ----..... --........ .........._..
OFFICE USE O.. NLY: USACE A 1D# DWQ #
SCP11 - Unimportant Intermittent Stream G
STREAM QUALITY ASSESSMENT WORKSHEET .ty.e3, t
1. Applicant's Name: Charlotte Storm Water Services 2. Evaluator's Name: Isaac Hinson and Shawn Villalpando
3. Date of Evaluation: 1/22/04 4. Time of Evaluation: 11:40 am
r 5. Name of Stream: Unnamed tributary to McMullen Creek 6. River Basin: Catawba River
7. Approximate Drainage Area: 5 Acres S. Stream Order: First
' 9. Length of Reach Evaluated: 37 LF 10. County: Mecklenburg
11. Location of reach under. evaluation (include nearby roads and landmarks): From Charlotte, take Independence Boulevard
(Highway 74) east to Idlewild Road. Turn right onto Idlewild Road, then continue onto Rama Road and travel for approximately 1.5
miles to Kirkpatrick Road Turn right onto Kirkpatrick Road and the project area is located in the Sherwood Forest neighborhood
12. Site Coordinates (if known): N35° 9' 58" W80° 46' 53
' 13. Proposed Channel Work (if any): -
14. Recent Weather Conditions: No rain within 48 hours
' 15. Site conditions at time of visit: 40° and sunny
16. Identify any special waterway classifications known: Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
' 17. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
18. Does channel appear on USGS quad map? YES (O 19. Does channel appear on USDA Soil Survey? YES
20. Estimated Watershed Land Use: 100% Residential % Commercial _% Industrial % Agricultural
% Forested _% Cleared / Logged _% Other ( )
21. Bankfull Width: 1-2' 22. Bank Height (from bed to top of bank): 2'
23. Channel slope down center of stream: Flat (0 to 2%) X Gentle (2 to 41/o) Moderate (4 to 10%) -Steep (>10%)
24. Channel Sinuosity: Straight X Occasional Bends Frequent Meander -Very Sinuous Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
t characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
' Total Score (from reverse): 28 Comments: This channel is lined with rip rap.

Evaluator's Signature 1*1 L40--- ?( JJ)n:,e=, Date '2-' 15 10 1
This channel evaluation form is intended to ;be used only as a guide to assist. landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USAGE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 05/03. To Comment, please call 919-876-8441 x 26.
1
STREAM QUALITY ASSESSMENT ® BEE'S'

C.oasral PICdIIIOIII - oIIII[a1II
Preserncc of f1fm . pcrslslent pools ill strearn_
-
- ---
1, "idefice of past human lrel-allon - -- -- -

I:Ip?lrl 111 /,One _
tlI I ?L I!C'I-= TilIIIr_I
FcirieIT ce ofit ltriu11 or chenlical di;schar'-'e",
?? - _-I

trolllldwF lio l (ii C11 11 Te
!liftV'?(il I1 I?) - -.. -.
--- 1'r si'ncc of .ldi lcew floodplalll - - -

F1)1 cllchill ell I flood pill ill 1CCeS11
_
:C,1ti,:III f1, (liIl
-
Picscric( Ot ldj IccotNctLi II(k

CI (.hallilel tilll U(K 171 ? -? ? ? -- --
.l 1'Sl `,I!l j], L! hPl 11 l_ _
11 1 -
?)dilncntillllllt - -4

.?? >I ?2C ), 1,1, 11° i1 1i11 i
?
l!1??llt n?L?; , nr;1
- -s n-_

.
S Ve

& d 1 ? C r5
i tF ))f c han nel bed
it _

--
- lIIC- ir.-, 1 f '11S i i'I I _
l VldClllC Of I L I I11HCI Itl(i,i0Tl OI ?N idClllll!! --- -- -- - _- - - -- --? _-_ -

I CSC
n??c? ul m 1 01 h:ulh I ulur(?.
I .

Root rlcpl1l 111(1 dcw il. oil haul's -
clL?t1fll?l. ?tU
J lill p:lcr Ili 1_ric111 ttu-c or Ii?c>Ioc1, production ---

Prc?<encc of riFllc-pool:ripple-p(lol conlplcscs -- -- -

liahit I C I I I I cxit?
- .ill??_ i [7 al'I! I' - V_ I t]Ci?ll? ?'? ? ,lilt: t, ('7 ?i i.. I, ?Iil Yl I •. - .
( :II]opx ct I lc oter till c:lnlhcd
Ik i it fI L°111'1'-. i lillti) .,
?uhstralc clIIIcIIdu i I I S
P1 (?c IC of :1 [1 iI N? 1 rchr:lr(5 - -;
? - '-
I ?---
':
- -
? Prescuccofanll111ibi;uls
_.?Ill I.. -:IT1II
PlcscllCC of IISI1 - ---
_ .-? _ _? _ .'BLS L'.c• •i L. Ili(> 1
_ 1'%1dellCeof ?N iidlile IISC
S(-OF
1
1 '
1
1
1
0
1
0
1
2
1
3
5
0
4
1
1
1
2

0

1
1 ota] Puillis Pos>ihle ili: ij
cl c I r ,l- 28
These charactenstics are not assessed in coastal streams.

7
_..._......._...._...............__............ .................... ..................... ......._............._..._............__.........._.._................_.._............... _..... _.... _._............... _...... _............................. _._....... _.......- ........._...----.._.._.._..._.
................................. . . .. .. ... . ...
.. ......
' OFFICE USE ONLY: USACE AID# DWQ #
SCP12 - Unimportant Intermittent Stream H
STREAM QUALITY ASSESSMENT WORKSHEET
1. Applicant's Name: Charlotte Storm Water Services 2. Evaluator's Name: Isaac Hinson and Shawn Villalpando
3. Date of Evaluation: 1/22/04 4. Time of Evaluation: 12:00 pm
' 5. Name of Stream: Unnamed tributary to McMullen Creek 6. River Basin: Catawba River
7. Approximate Drainage Area: 5 Acres 8. Stream Order: First
I

I
9. Length of Reach Evaluated: 528 LF
10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From Charlotte, take Independence Boulevard
(Hiahwav 741 east to Idlewild Road. Turn right onto Idlewild Road, then continue onto Rama Road and travel for approximately 1.5
miles to Kirkpatrick Road. Turn right onto Kirkpatrick Road and the proiect area is located in the Sherwood Forest neighborhood.
12. Site Coordinates (if known): N35' 9' 58" W80° 46' 53"
13. Proposed Channel Work (if any):
14. Recent Weather Conditions: No rain within 48 hours
15. Site conditions at time of visit: 40° and sunny
16. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters _ Nutrient Sensitive Waters Water Supply Watershed (I-IV)
' 17. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
18. Does channel appear on USGS quad map? YES NO 19. Does channel appear on USDA Soil Survey? YES NO
20. Estimated Watershed Land Use: 100% Residential % Commercial % Industrial _% Agricultural
?% Forested % Cleared / Logged % Other
21. Bankfall Width: 2' 22. Bank Height (from bed to top of bank): 1-2'
23. Channel slope down center of stream: -Flat (0 to 2%) _Gentle (2 to 4%) X Moderate (4 to 10%) -Steep (>10%)
24. Channel Sinuosity: Straight X Occasional Bends -Frequent Meander Very Sinuous Braided Channel
' Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
' characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
' reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100. representing a stream of the
highest quality.
Total Score (from reverse): 35 Comments:
' Evaluator's Signature A / Date (0
This channel evaluation form is intended be used only as a guide to assist landowners and environmental professionals in
' gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 05/03. To Comment, please call 919-876-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
1 f air G ION POfN F RAIN F

? ?cd?ionr ?lo?tncain

I resenc v of o1?? per slstenl pool5
ui stream
t, ilfl
I o
_
-
L? X11 11, In +
no I Ii-,v ; I
:
,fit In151 0
EN niuucc or past ituoa? dtcrsdon I i

Piparl Ul zone
n? ).tc; _ ?r:nu ?,!ciritltr- r;.
(?Id it u
e o C f nutricutot chelnlc tl diuh u-?se?
?
-- ----

? 2
_ - U; ?? ? l rc !x mil
(?round?Fate1 dish u c _ _ _
n 1 c; 1 1PX onrnt? )
Pic .cnex of mij scent tloodpl.lln
?i ! r 1 +
f J n-_ it
7
I.u?ll.l?,_ rrtnt?l -
i
I:IIrencllnlrnl Hoodpl in feces -
tli? 111., r?_ In?? 1 I
1'IC?enceotad tecn[??ellandti - -- - -,- -
fl h it ? ll
(han?tc! tinuto?tt?
?1C1151 _!1 £',-Pig C_:1i _i] Ii: I IF :t nIc:Ln?l I iII?I 111 -
?cdinlcnt input
n 4
Iizc & di?cr?lt? (11 d1:1111)(21 hcdlsu t m.rc nl
.h"u itc _
ti rl ? 11 -
1=? idcnrc oi:channel incilln or NN i,IIiII - - - -
?- J,'! T-'1, ins'; i I I I HIM
--
it cc of nulior h:ufi 1"'I Hit res
j 0
1
2 '

1
3 '
2
3
3
12out depth :Ind dcntiir? on hanl.ti -- - l
s Impact h? i,riritlturc or li?'c<torl: prudnrtion
? ? ? i Prc<cncc u[ 1ii?llc pnr?l?ltphlc-r?nnl cotnplctrti - - - - - -j? - - -I,
' Ilahnal cunlplrnl? - - _ _-
i
( anopv Coy i t a'c o?CI r t:I Inhcd
tail I k.;.l I ?+ 4 ;1.JI'i;i
_ ?uh,tt uc cmhe+ldu I I I
PrcIetlee 0 1'>1 1'cam 111 ?C1-1 eh1-:11('ti;>c? ??.
I ? ;1
r
1 r e,c ncc or ant 1h Ihtanti
_. } t c Bence nl fill - _
1?r11 ?I 1" F
i
denCc of ddlitc 11 "k.
F,r 11 Po ifit y PI)" ihle
* "These characteristics are not assessed in coastal streams.
4 a
i
4
2
1
4
2
0
0
0
1
1
i
35

Addison Drive Capital Improvement Project April 7, 2004
Nationwide Permit Nos. 3, 13, and 39 Project No. 2003-0529
1
Addison Dritie Capital Improvement Project April 7, 2004
Natiom«ide Permit Nos. 3, 13, and 39 Project No. 2003-0529
11
Photograph C. View of Unimportant Intermittent Stream B
Photograph D. View of Unimportant Intermittent Stream G
North Carolina Department of Cultural Resources
1 State Historic Preservation Office
David L. S. Brook, Administrator
Michael F. Easley, Governor Division of Historical Resources
Lisbeth C. Evans, Secretary
1 Jeffrey J. Crow, Deputy Secretary
Office of Archives and History
1 January 15, 2004
Gregory C. Antemann
Carolina Wetland Services
5000 Nations Crossing Road, Suite 230
Charlotte, NC 28217
Re: Addison Drive Capital Improvement Project, Charlotte, Mecklenburg County
ER03-3667
Dear Mr. Antemann:
Thank you for your letter of December 18, 2003, concerning the above project and providing the
additional information that we requested.
We have conducted a review of the project and are aware of no historic resources, which would be
affected by the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act
and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106
codified at 36 CFR Part 800.
Thank you for
y your cooperation and consideration. If you have questions concerning the above
' comment, please contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-
4763. In all future communication concerning this project, please cite the above-referenced tracking
number.
' Sincerely,
'
David Brook

www.hpo.dcr.state.nc.us
Location Mailing Address Telephone/Fax
' ADMINISTRATION 507 N. Blount St, Raleigh, NC 4617 Mail Service Center, Raleigh, NC 27699-4617 [phone] •733-8653
RESTORATION 515 N. Blount St, Raleigh, NC 4617 Mail Service Center, Raleigh, NC 27699-4617 [phone] *715-4801
SURVEY & PLANNING 515 N. Blount St, Raleigh, NC 4617 Mail Service Center, Raleigh, NC 27699-4617 [phone] •715-4801
: IFA
A4TN CDENR
North Carolina Department of Environment and
Michael F. Easley, Governor
December 19, 2003
Mr. Gregory C. Antemann
Carolina Wetland Services
5000 Nations Crossing, Suite 230
Charlotte, NC 28217
William G. Ross Jr., Secretary
Subject: Addison Drive Capital Improvement Project; Charlotte, Mecklenburg County
CWS Project No. 2003-0529
Dear Mr. Antemann:
The Natural Heritage Program has no record of rare species, significant natural communities, or
priority natural areas at the site nor within a mile of the project area. Although our maps do not
show records of such natural heritage elements in the project area, it does not necessarily mean_
that they are not present. It may simply mean that the area has not been surveyed. The use of
Natural Heritage Program data should not be substituted for actual field surveys, particularly if
the project area contains suitable habitat for rare species, significant natural communities, or
priority natural areas.
You may wish to check the Natural Heritage Program database website at
<www.ncsparks.net/nhp/search.html> for a listing of rare plants and animals and significant
natural communities in the county and on the topographic quad map. Please do not hesitate to
contact me at 919-715-8697 if you have questions or need further information.
Sincerely,
Jf ? 1
r +" _ J i y vYv . Vi
Harry E. LeGrand, Jr., Zoologist
Natural Heritage Program
HEL/hel
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone] \ PAX: 919-715-3060 \ Internet: www.enr.state.nc.us/ENR/
An Equal Opportunity ! Affirmative Action Employer - 50 % Recycled 110 % Post Consumer Paper
Natural Resources
NorthCarolina'
Natumlly
7 I6s,`^ ?_ S.'_1
Emerald
'"
Request Detail L=
CHARLOTTE.
Request 4:6305. Received By: Received: 02/27/1995 16:25
' Type: EROSION Origin: Citizen Due:
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Pu blic Official:
' Group: Storm Water- City Work Unit: Richards, Tim
Title: EROSION _
Request Location Parcel Named Creek Juris Easement? Flood`___ _
'
?? 10 Rhinh?m?l Rel. Charl?tt?, ti(? ,?,1 1
Citizen Name Citizen I S? I (j?? 1 C.?ar
Type Home Phone Work Phone Organization
Rachel Humphries Caller 704-553-1080
5410 Robinhood Rd, Charlotte, NC 28211 E-Mail:
-- Old Storm Water System Citizen # 12450
' CONVERSION COMMENT 05/28/1999:
Converted from Storm Water System #12647
WARNING: app_user not found for SPECIAL=BC
'
WARNING: Citizen mailing address assumed to be
Request Prompt same as Request Location.
Response
Where: THE SHED IS IN THE BACKYARD
'
Why: RAIN WATER IS CAUSING THE SOIL TO ERODE UNDERNEATH
HER STORAGE HOUSE, AND THE STORAGE HOUSE IS ON THE
VERGE OF FALLING INTO THE GULLEY
'
What: WHEN IT RAINS, THE WATER EMPTIES INTO THE GULLEY
BUT ITS GOTTEN TO THE POINT WHERE THE SOIL
UNDERNEATH THE STORAGE HOUSE IS ABOUT TO ERODE.
When: WHENEVER IT RAINS
'
Service Requested:
Inspection Date Inspector Results
INSPECTION 02/28/1995 00:00 JOE TALBOT CHANNEL EFFECTS SEVERAL LOTS. EROSION AND
NATURAL BUILD-UP THROUGH-OUT.
Project CIP? Project Manager Phone Protect Status
Addison/Deveron Y Bice, Amy Active
Storm Water Problem Classification
5-Channel Cleaning
6-Channel Erosion (Maint)
8-Capital
Ranking: Blockages Erosion Water Quality
Pipe _ Banks _ Odor
_ Ditches _ Channels _ Film on Water
Creek _ Sheet Flow _ Algae
_ Fish Kill
Blowouts Ponding
Pipes _ Yard
Structures _ Street
Ditch
Inefficient Design
Channel
Ponds
_ Drainage Structure
Progress Note Date Author Text
CALLBACK 02/28/1995 00:00 JOE TALBOT Called Back
- Emerald
Request Details- =y '-
li
G?IAR.LOTTE.

Request #:10043 Received By: Received: 08/08/1996 12:05
' Type: FLOODING Origin: Citizen Due:
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official: ,
' Group: Storm Water- City Work Unit: Richards, Tim
Title: FLOODING
Request Location Parcel Named Creek Juris Easement? Flood'
a 1 () Rohlllhood Rd. Ch;irl?tt _ C' ,8 1 I 1
Citizen Name Citizen I V 10? I Cirn
Type Home Phone Work Phone Organization
Rachel Humphries Caller 704-553-1080
'
5410 Robinhood Rd, Charlotte, NC 28211 E-Mail:
-- Old Storm Water System Citizen # 12450
' CONVERSION COMMENT 05/28/1999:
Converted from Storm Water System #19043
WARNING: Citizen mailing address assumed to be same as Request Location.
' Request Prompt Response
Where: BACK OF THE PROPERTY
Why: THE CREEK IS NOT PIPED IN BEHIND HIS HOUSE, BUT IS IS
' PIPED IN ELSEWHERE
What: STANDING WATER
When: ONGOING
Service Requested:
Inspection Date Inspector I - Inspect and call back w/results
Results
' INSPECTION 09/11/1996 00:00 MIKE GANZERT VECTOR ERADICATION- EXPLAINED STORM WATER
PROGRAM. PIPE IMPROVE COST. LEAVEA
CLASSIFICATION AS IS 5,6 PER MIKE GANZERT.
Project CIP? Project M anager Phone Project Status

Addison/Deveron Y Bice, Amy Active
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
Pipe _ Banks Odor
5-Channel Cleaning _ Ditches _ Channels Film on Water
Creek _ Sheet Flow _ Algae
6-Channel Erosion (Maint)
_ Fish Kill
8-Capital Blowouts Ponding Inefficient Design
Pipes _ Yard Channel
Structures _ Street _ Ponds
Ditch _ Drainage Structure
Progress Note Date Author Text
CALLBACK 09/11/1996 00:00 MIKE GANZERT Called Back
_
r CHARLOTTE. Emerald
Request Detail j
`
Request #:12222 Received By: Pam Young 336-3131 Received: 09/15/1997 08:29
Type: STW GENERAL INQUIRY Origin: Citizen Due:
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official:
' Group: Storm Water- City Work Unit: Richards, Tim
Title: STW GENERAL INQUIRY
Request Location_ _ Parcel -Named-Creek--_ Juris Easement? Flood` _
r
S-110 Rohi[lhood Rtl. C ha[ IotiC. NC I
Citizen Name Ci ) S? 1O-,
tizen Tyne Home Phone Work Phone O Char
rganization
' Rachel Humphries Caller 704-553-1080
5410 Robinhood Rd, Charlotte, NC 28211 E-Mail:
-- Old Storm Water System Citizen # 12450
Detail Description
CONVERSION COMMENT 05/28/1999:
Converted from Storm Water System #23465
WARNING: Citizen mailing address assumed to be same as Request Location.
Request Prompt Response
Where: BACK YARD - BAD MOSQUITOE PROBLEM & DANGEROUS TO
SMALL CHILDREN
Why:
What: WOULD LIKE TO SPEAK WITH SOMEONE ABOUT
CONTINUING THE COVERED STORM PIPE FROM NEIGHBORS
YARD THROUGH BACK OF THEIR YARD
When: ON-GOING
Service Requested: N - None
Inspection Date Inspector Results
INSPECTION 09/16/1997 00:00 JOE TALBOT KEEP REQUEST REQUEST AS IS. INFO. ONLY AT THIS
TIME.
Project CIP? Project Manager Phone Project Status
Addison/Deveron Y Bice, Amy Active
Storm Water Problem Classification
r 5-Channel Cleaning
6-Channel Erosion (Maint)
r 8-Capital
1
Ranking: Blockages Erosion Water Quality
Pipe _ Banks _ Odor
Ditches _ Channels _ Film on Water
Creek _ Sheet Flow Algae
_ Fish Kill
Blowouts Ponding
_ Pipes _ Yard
Structures _ Street
Ditch
Inefficient Design
Channel
_ Ponds
_ Drainage Structure
r Progress Note Date Ant or Text
CALLBACK 09/16/1997 00:00 JOE TALBOT Called Back
Emerald

Request Detai
,z
l
CHARLOTTE.
Request #:1078995 Received By: Barbara Blakeney Received: 04/22/2003 11:33
Type: FLOODING Origin: Citizen Due: 04/23/2003 11:33
Status: ASSIGN Complex?: N Resolved:
Priority: B-Priority Public. Official:
Group: Storm Water- City Work Unit: Ganzert, Mike
Title: FLOODING
$e?uest Location Parcel Named Creek T uric Fac men0-Flood` - _?

I S Rkd'inhr)o(l Rd- C11 r1[ NC I I
Citizen Name I S 10,20
Citizen Type Home Phone Work Phone Cher
Organization
' Melanie Buchanna Caller 704-364-2036
5418 Robinhood Rd, Charlotte, NC 28211 E-Mail;
PARCEL # 185-102-20 DAINAGE PROBLEM MAKING A SINK HOLE. PLEASE CALL FOR APPOINTMENT
Request Prompt Response
When did flooding last occur?
Where is the problem located? (front,back, side)
Have living spaces ever flooded?
If yes, when?
Have furnaces or water heaters ever flooded?
If yes, when?
Have crawl spaces or basement ever flooded?
If yes, when?
Do you have a dog in the yard?
Inspection Date Inspector Results
INSPECTION 05/06/2003 08:24 MIKE GANZERT MUTIPLE BLOW-OUTS PIPE UNDER CORNER OF 5418
RELAY WITH
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
Pipe _ Banks _ Odor
2-Blowout _ Ditches _ Channels _ Film on Water
Creek _ Sheet Flow _ Algae
Fish Kill
Blowouts Ponding
Pipes _ Yard
_ Structures _ Street
Ditch
Inefficient Design
Channel
Ponds
_ Drainage Structure

CHARLOTTE. Emerald
Request Detail
Request #:14601 Received By: Gene Satterwhite 336-7600 Received: 02/08/1999 08:37
Type: STW OTHER Origin: Citizen Due:
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official:
Group: Stone Water- City Work Unit: Richards, Tim
Title: STW OTHER
Request Location Parcel Named Creek Juris__ Easement?_FlooW_
I11 Kohinhou'l K"i, i_ harlon':' NC ? I l I ti? 1 ? -, Char
Citizen Name Citizen Tvn?_e Home Phone Work Phone Organization
Kimberly Cudney Caller 704-365-2175 704-376-4420
5619 Robinhood Rd, Charlotte, NC 28211 E-Mail:
-- Old Storm Water System Citizen # 23990
Detail Description
CONVERSION COMMENT 05/28/1999:
Converted from Storm Water System #28676
WARNING: problem is NULL. Changed to O (other)
WARNING: Citizen mailing address assumed to be same as Request Location.
Re nest Prompt Response
Where: LEFTHAND SIDE OF YARD
Why: UNKNOWN
What: FLOODING, EROSION
When: ONGOING, DURING HEAVY RAIN - WATER SITS STAGNANT
WHEN NO RAIN
Service Requested: I - Inspect and call back w/results
Inspection Date Inspector Results
INSPECTION 02/08/1999 00:00 JOE TALBOT CHANNEL EFFECTS SEVERAL LOTS. EROSION AND
NATURAL BUILD=UP THROUGH-OUT.
Project CIP? Project Manager Phone Project Status
Addison/Deveron Y Bice, Amy Active
[l
Storm Water Problem Classification
Ranking: Blockages Erosion Water Quality
Pipe _ Banks _ Odor
_ Ditches _ Channels _ Film on Water
Creek _ Sheet Flow _ Algae
_ Fish Kill
6-Channel Erosion (Maint)
17-Yard Flooding
8-Capital
Progress Note Date Author Text
CALLBACK 02/08/1999 00:00 JOE TALBOT Called Back
Blowouts Ponding
Pipes _ Yard
Structures _ Street
Ditch
Inefficient Design
_ Channel
Ponds
_ Drainage Structure

Emerald ' -'

1 Request Detail 1t"9 4 ?
CHARDT TE. _
Request #:3646 Received By: Received: 04/08/1993 12:13
Type: FLOODING Origin: Citizen Due:
Status: ASSIGN Complex?: N Resolved:
Priority: B-Priority Public Official:
Group: Storm Water- City Work Unit: Richards, Tim
Title: FLOODING
RelpLCt Location _ Pareel Named Creek Juris Easement? Flood'.
,iiUti ,1cl?lis?n l ?r. C'harlott?_'v? '82H ??-7O-] (,
Citizen Name Citizen Type Home Phone Work Phone Orga ('har
nization
Betty Houston Caller 704-525-7600
5000 Addison Dr, Charlotte, NC 28211 E-Mail:
-- Old Storm Water System Citizen # 3806
Detail Description
PLEASE CALL BEFORE COMING OUT TO INVESTIGATE. WANTS TO KNOW FOR SURE IF COUNTY BLDG SIDS
MESSED UP BY ALLOWING HOUSE TO BE MOVED ONTO LOT, AND LOT FILLED IN.
CONVERSION COMMENT 05/28/1999:
Converted from Storm Water System #3806
WARNING: Citizen mailing address assumed to be same as Request Location.
R C1111c I rf-1 114L
Where: RcapyllaC
SIDE YARD
Why: WATER FROM NEIGHBOR'S RELOCATED HOUSE RUNS INTO
MRS. HOUSTON'S HOUSE AND TWO OTHER NEIGHBORS. THE
I DRAINAGE FROM CITY RUNOFF IS COMING FROM
NEIGHBOR'S HOUSE. NO STORM DRAIN ON STR.
What: FLOODING **5/18/94-CHANNEL NEEDS WIDENING. ALSO
NEEDS STORM DRAINS. BACK YARD FLOODING IS WORSE
NOW.**LWP
When: EACH TIME IT RAINS. SHE AND HER NEIGHBORS TRIED TO
STOP THE LOT FROM BEING FILLED IN AND HOUSE MOVED
ONTO LOTTO NO AVAIL.
Service Requested:
Inspection Date Inspector Results
INSPECTION 04/08/1993 00:00 MARK CHAPMAN STORM SYSTEM IN STREET NEEDS UPGRADING #
CAPITAL SHE LIVES ON REGULATED FLOODWAY,AND
JLMC HAS DIRECTED HER TO COUNTY ENG.(BOB
JACKSON) FOR FLOODWAY PART OF HER PROBLEM.
STREET DRAINAGE IS PART OF CAPITAL IMP FOR SWS.
Project C'IP? Project Manager Phone Project Status
Gaynor Y Pending
Gaynor Y Pending
Storm Water Problem Classification Ranking: Blockages Erosion . Water Quality
Pipe _ Banks _ Odor
8-Capital - Ditches _ Channels _ Film on Water
Creek _ Sheet Flow _ Algae
Fish Kill
Blowouts Ponding Inefficient Design
_ Pipes _ Yard _ Channel
_ Structures _ Street _ Ponds
_ Ditch _ Drainage Structure
Emerald
CHARLOTTE. Request Detail

Request #:3646 (continued)
Prn%!ress Note Bate Author Text
CALLBACK 04/08/1993 00:00 MARK CHAPMAN Called Back
NOTE 04/10/2001 16:35 TIM RICHARDS Assigned to Terri Reid based on information from Mike Ganzert at
4/01 progress meeting.
5-19-94 EXPLAINED STREET STORM WATER PROGRAM TO MS. HOUSTON. LEFT MESSAGE WITH RECPT. PER JOE
TALBOT.
Project Name:
Contractor Name:
Project Cost:
Project Complete Date:
Warranty End Date:
Was a closeout form received?
' ?

CHARLOTTE.
Emerald
Request Detail .r Pak +.:
? r t
Request #:4842 Received By: Lydia Powers 336-7465 Received: 05/18/1994 12:26
Type: EROSION Origin: Citizen Due:
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official:
Group: Storm Water- City Work Unit: Watson, David
Title: EROSION
Request Location Parcel Named Creek iuris Fasement? Flood`:
'
- _" AJLjisnn Dr.
Citizen Name I
Citizen Type Home Phone Work Phone Or Char
ganization
' C. C. Spivey Caller 704-708-4395
5012 Addison Dr, Charlotte, NC 28211 E-Mail:
-- Old Storm Water System Citizen # 8511
Detail Description
IF POSSIBL , PLEASE CALL AND ADVISE WHEN YOU'LL BE OUT TO. INSPECT.
CONVERSION COMMENT 05/28/1999:
Converted from Storm Water System #8511
WARNING: Citizen mailing address assumed to be same as Request Location.
Regnest Prompt Response
Where: BACK YARD
Why: CREEK FLOODS BACK YARD BADLY. WATER GOES FROM
CREEK TO BACK YARD TO STREET AND FLOODS STREET.
CREEK BED NEEDS TO BE WIDENED AND DEEPENED. STORM
DRAINS NEEDED IN AREA BADLY.
What: FLOODING
When: ONGOING
Service Requested:
Inspection Pate Inspector Recults
INSPECTION 05/19/1994 00:00 JOE TALBOT THIS SITE HAS ALREADY BEEN CLASSIFIED AS A
CAPITAL PROJECT AND IS ON THE LIST FOR REPAIRS.
Project CTP? Project Manager Phone Project Status
Gaynor Y Pending
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
Pipe _ Banks - Odor
8-Capital _ Ditches _ Channels Film on Water
Creek _ Sheet Flow _ Algae
Fish Kill
Blowouts Ponding Inefficient Design
Pipes _ Yard _ Channel
Structures _ Street _ Ponds
_ Ditch _ Drainage Structure
Progress Note Pate Author Text
CALLBACK 05/19/1994 00:00 JOE TALBOT Called Back

1i

1

I

s

CHARLOTTE.
Emerald
Request Detail ?-
_

QJ'
Request #:1218201 Received By: Angie Weekly Received: 10/20/2003 14:23
Type: STW QUESTIONNAIRE Origin: Citizen Due:
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official:
Group: Storm Water- City Work Unit: Ganzert, Mike I
Title: STW QUESTIONNAIRE
Request Location Parcel Named Creek Juris_ Easement? Floodi_
' 1ti .?d?li ?m [h_ Charlore- 1 ( I X? 10 Char
Citizen Name Citizen Type Home Phone Work Phone Organization
Heidi Layton Caller 704-365-2332
5218 Addison Dr, Charlotte, NC 28211 E-Mail:
Request Prompt Response
How long have you owned or lived at this location. .16
Have you ever experienced flooding on your property? YES
WATER IN STORAGE BUILDING? no
WATER ON AIR CONDITIONING UNITS? no
WATER IN CRAWLSPACE? no
WATER IN, UP TO, OR OVER THE FINISHED no
FLOOR?
IF FLOODING OCCURRED, LIST DATE, LOCATION, sept. 22, 2000/2-3" in yard
DEPTH OF FLOODING
IF FLOODED STREETS, LIST DATE, LOCATION yes/no other info
AND DEPTH.
IF EROSION LIST, LOCATION-MINOR, no info
MODERATE,SEVERE
DESCRIPTION OF PROBLEM(S)
DOCUMENTATION OF FLOODING
COMMENTS no info
DATE OF MAILER
Inspection Pate Inspector Results
INSPECTION 10/28/2003 16:18 JOE TALBOT CHANNEL EFFECTS SEVERAL LOTS. SOME EROSION
WITH MINOR BLOCKAGES.
Project CIP? Project Manager Phone Project Status
Addison/Deveron Y Bice, Amy Active
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
Pipe _ Banks _ Odor
6-Channel Erosion (Maint) _ Ditches _ Channels _ Film on Water
- Creek _ Sheet Flow _ Algae
5-Channel Cleaning
Fish Kill
8-Capital Blowouts Ponding Inefficient Design
Pipes _ Yard _ Channel
Structures _ Street _ Ponds
Ditch Drainage Structure
Resolution _
'
Emerald
uest detail
be a
CHAR>LOrTE. q
Request #:446994 Received By: Tonne Love 336-2042 Received: 06/02/2000 08:49
Type: BLOCKAGE Origin: Citizen Due: 06/05/2000 08:49
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official:
Group: Storm Water- City Work Unit: Richards, Tim
Title: BLOCKAGE
Request TAcation _ Parcel- Named Creek _ Turis_ asement2_Flo_od;
,2 1s \J'IiI,ollllLLhLtrk"[[-'N( 2N,II
Citizen Name C !X?IO==
itizen Type Home Phone Work Phone O (_1ru'
rganization
Elizabeth Brown Caller 704-336-5529
5218 Addison Dr, Charlotte, NC 28211 E-Mail:
Detail De oriptinn
Drain runs along the back of the property.
Request Prompt
Response
What is blocking the creek or ditch? ditch
' How long has it been accumlating? ongoing
Have you witnessed anyone dumping debris in
Inspection Date Inspec the creek? no
tor Results
INSPECTION 06/06/2000 11:35 JOE TALBOT CHANNEL EFFECTS SEVERAL LOTS. SOME EROSION
THROUGH-OUT WITH NATURAL OVERGROWTH.
Project CIP? Proje ct Manager Phone Project Status
Addison/Deveron Y Bice, Amy Active
Storm Water Problem Classification
8-Capital
5-Channel Cleaning
6-Channel Erosion (Maint)
Ranking: Blockages Erosion Water Quality
Pipe _ Banks _ Odor
_ Ditches _ Channels _ Film on Water
Creek _ Sheet Flow _ Algae
Fish Kill
Blowouts Ponding
Pipes _ Yard
Structures _ Street
Ditch
Inefficient Design
_ Channel
Ponds
Drainage Structure
Progress Note Date Author Text
NOTE 12/10/2001 18:04 TIM RIC14ARDS Made Emerald association with Addison/Deveron project.
Resolution Prompt Response
Project Name:
Contractor Name:
Project Cost:
Project Complete Date:
Warranty End Date:
Was a closeout form received?
i e v
Emerald
1 CHARLOTTE Request Detail ? f
.
Request #:427974 Received By: Chuck Lindsey 336-6822 Received: 05/09/2000 10:00
Type: BLOCKAGE Origin: Citizen Due: 05/10/2000 10:00
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine. Public Official:
Group: Storm Water- City Work Unit: Richards, Tim
Title: BLOCKAGE
Request Loca ion Parcel __ Named Creek Juris Easement? Flood`
?''6 .??Icli un Ur. Charl?rte_ N( 'S' I I
Citizen Name I i, I ()= _" I 01a1
Citizen Tyne Nome Phone Work Phone Organization
Willie Bell Martin Caller 704-366-4721
5226 Addison Dr, Charlotte, NC 28211 E-Mail:
tree limb has alien into drain and is blocking the drain system.
Request Prompt Response
What is blocking the creek or ditch? tree
How long has it been accumlating? 2 weeks
Have you witnessed anyone dumping debris in the creek? no
Inspection Date Tnspector Results
INSPECTION 05/11/2000 09:36 JOE TALBOT TRIB IS IN GOOD SHAPE A 3 IN. BRANCH IS ABOVE
FLOW-LINE. TOO SMALL FOR CLEANING CREW. SOME
EROSION
INSPECTION 03/27/2001 08:32 JOE TALBOT ADDISON CIP KEEP REQUEST AS IS. ADD # 8 PER TERRI
REID
INSPECTION 12/18/2001 11:16 JOE TALBOT KEEP REQUEST AS IS. TIM RICHARDS REQUESTED I
LOOK AT A NEW CONDITION AT THIS SITE. PRIVATE
RUN-OFF AND NEIGHBOR BUILDING A PRIVACY FENCE
DID NOT QUALIFY FOR CITY ASSISTANCE.
Project CTP? Project Manager Phone Protect Status
Addison/Deveron Y Bice, Amy Active
L
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
_ Pipe _ Banks Odor
6-Channel Erosion (Maint) Ditches _ Channels _ Film on Water
- Creek _ Sheet Flow Algae
8-Capital Fish Kill
Blowouts Ponding Inefficient Design
Pipes _ Yard - Channel
_ Structures Street _ Ponds
Ditch _ Drainage Structure
Progress Note Date Author Text
NOTE 12/10/2001 18:02 TIM RICHARDS Made association in Emerald with Addison/Deveron project.
Resolution Prompt Response
Project Name:
Contractor Name:
Project Cost:
Project Complete Date:
•
Emerald
Request Detail
CHARLOTTE.
Request #:427974 (continued)

Was a closeout form received?

o

CH7RLOTTE. Emerald

Request Detail

'A 4, r` f}`
Request #:1218300 Received By: Angie Weekly Received: 10/20/2003 15:20
Type: STW QUESTIONNAIRE Origin: Citizen Due:
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official:
Group: Storm Water- City Work Unit: Ganzert, Mike
Title: STW QUESTIONNAIRE
Request Location Parcel Named Creek .Turis Easement? Flood`
Dr_ C harloi[c_ \?( _'S' I I
Citizen Name l1? ? I()""()
Citizen Tyne Rome Phone Work Phone Chia
Oraanization
Stephen Gibbons Caller 704-383-1316
5234 Addison Dr, Charlotte, NC 28211 E-Mail:

Request Prompt Response
How long have you owned or lived at this location. 9
Have you ever experienced flooding on your property? YES
WATER IN STORAGE BUILDING? less than once a year
WATER ON AIR CONDITIONING UNITS? no
WATER IN CRAWLSPACE? no
WATER IN, UP TO, OR OVER THE FINISHED no
FLOOR?
IF FLOODING OCCURRED, LIST DATE, LOCATION, in yard
DEPTH OF FLOODING
IF FLOODED STREETS, LIST DATE, LOCATION yes/Sept.23,2000/water in yard/1-2 feet
AND DEPTH.
IF EROSION LIST, LOCATION-MINOR, yes/creek behind Addison/moderate
MODERATE,SEVERE
DESCRIPTION OF PROBLEM(S) stream or ditch blockage
DOCUMENTATION OF FLOODING no
COMMENTS none
DATE OF MAILER
Inspection Pate Inspector Results
INSPECTION 10/28/2003 16:30 JOE TALBOT CHANNEL AFFECTS SEVERAL LOTS. SOME EROSION
WITH MINOR BLOCKAGES.
Project CIP? Project Manager Phone Protect Status
Addison/Deveron Y Bice, Amy Active
Storm Water Problem Classification
5-Channel Cleaning
6-Channel Erosion (Maint)
8-Capital
Ranking: Blockages Erosion Water Quality
Pipe _ Banks _ Odor
_ Ditches _ Channels _ Film on Water
Creek _ Sheet Flow _ Algae
Fish Kill
Blowouts Ponding
Pipes _ Yard
Structures - Street
Ditch
Inefficient Design
_ Channel
_ Ponds
_ Drainage Structure

HARLOTTE. Emerald

Request Detail -`=

Y'
A
s A_
, ,
Request #:1096946 Received By: Gene Satterwhite 336-7600 Received: 05/15/2003 14:55
Type: BLOCKAGE Origin: Citizen Due: 05/22/2003 14:55
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official:
Group: Storm Water- City Work Unit: Bice, Amy
Title: BLOCKAGE
Request-Location -_Parcel Named_Creek .Iuris Easement? Flood`
?,?U _Ad?isnn Dr_ Charl?ntc. v? ?5, I
Citizen Name ?? U;?S
Citizen Type Home Phone Work Phone Org Char
anization
Sam Reaves Caller 704-364-7372
5250 Addison Dr, Charlotte, NC 28211 E-Mail:

Request Prompt Response
What is blocking the creek or ditch? live growth
Where is the problem located? (front,back, side) front
How long has it been accumlating? over a year
Have you witnessed anyone dumping debris in the creek? no
Do you have a dog in the yard? no
Inspection Date Inspector Results
INSPECTION 05/21/2003 14:38 JEFF PARRISH CHANNEL CLEANING. THIS CHANNEL IS LINED WITH
GABION BASKETS. THERE IS SOME GROWTH FROM
BOTTOM OF CHANNEL.
INSPECTION 11/03/2003 12:44 AMY BICE AB CALLED 10-24-03 AND LEFT MESSAGE. MET WITH
JENIFER REAVES ON 10-29-03 WANTS SILT BUILDUP AND
VEGTATION CLEANED IMMEDIATELY. CONTACTED D
BIRD IS PART OF CIP ADDISON RESIDENTS WON'T SIGN
EASEMENTS FOR CIP UNLESS CLEANING IS DONE NOW.
Project C'IP? Project Manager Phone Project Status
Addison/Deveron Y Bice, Amy Active
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
Pipe _ Banks _ Odor
5-Channel Cleaning _ Ditches _ Channels _ Film on Water
Creek Sheet Flow Algae
Fish Kill
Blowouts Ponding
_ Pipes _ Yard
Structures _ Street
Ditch
Inefficient Design
_ Channel
Ponds
Drainage Structure
Emerald
Request Detail
.y
CHARLOTTE.
Request #:14305 Received By: Laurie James 336-3061 Received: 11/03/1998 09:48
Type: STW OTHER Origin: Citizen Due:
Status: ASSIGN Complex?: N Resolved:
Priority: 'C-Routine Public Official:
Group: Storm Water- City Work Unit: Richards, Tim
Title: STW OTHER
Request Location Parcel ._..____._Named Creek__._ Juris_ Easement? Flood`• _

... Tax Parcel: 18514207
Citizen Name Ci
tizen Type Rome Phone Work Phone nrR
anization
Tim O'Boyle Caller 704-377-0024 704-602-2025
5410 Addison Dr, Charlotte, NC 28211 E-Mail:
-- Old Storm Water System Citizen # 23536
Detail Description
CONVERSION COMMENT 05/28/1999:
Converted from Storm Water System #28015
WARNING: Citizen mailing address assumed to be same as Request Location.
Request Prompt Response
Where: LEFT SIDE OF HIS LOT
'
Why:
What:
When: ON GOING
Service Requested: I - Inspect and call back w/results
Inspection Date Inspector Results
INSPECTION 11/04/1998 00:00 JOE TALBOT P.D.E. has a large tree in it that is leaning towards Mr.O'Boyle's
neighbors' house. ?
11-4-98 CHANNEL HAS EROSION THROUGH-OUT WITH
SEVERAL TREES LEAVING.
Project CIP? Project Manager Phone Project Status
Addison/Deveron Y Bice, Amy Active
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
Pipe Banks _ Odor
6-Channel Erosion (Maint) - Ditches Channels _ Film on Water
8-Capital - Creek _ Sheet Flow _ Algae
_ Fish Kill
Blowouts Ponding
Pipes _ Yard
_ Structures _ Street
_ Ditch
Inefficient Design
_ Channel
Ponds
Drainage Structure
Pro2ress Note Date Author Text
CALLBACK 11/04/1998 00:00 JOE TALBOT Called Back
Resolution Prompt Response
Project Name:
Contractor Name:
Project Cost:
•
Emerald
CHARLOTTE. Request Detail
?tt=
IC7
Request #:14305 (continued)
Warranty End Date:
Was a closeout form received?
' s
??1?,?Jir
CH R.LOTTE.
Emerald
Request Detail

Request #:5919 Received By: Betty Saylor
'
Type: STW OTHER Origin: Citizen
Status: ASSIGN Complex?: N
Priority: B-Priority Public Official:
' Group: Storm Water- City Work Unit: Richards, Tim
Title: STW OTHER
RequestLgcation _Parcel Named-Creek
1,U ;\ (1?!i"un I- ) r. (-,II Irqte_ N, 8, 1 I 18 14"'()h ?\1c[nullcn Creek
... Tax Parcel: 18514206 Book of Deed: 6450 Page of Deed: 0725

H

C
C
Received: 11/02/1994 11:54
Due:
Resolved:
.Iuris- _Easem_ent?_Floodi
(11a1-
Citizen Name Citizen Type Home Phone Work Phone Organization
Deborah Melaragno Caller 704-552-2800
5420 Addison Dr, Charlotte, NC 28211 E-Mail:
-- Old Storm Water System Citizen # 11716
Detail Description
NEED TREE TO BE REMOVED FROM CREEK, THIS IS MCALPINE CREEK.
CONVERSION COMMENT 05/28/1999:
Converted from Storm Water System #11716
WARNING: app_user not found for SPECIAL=BC
WARNING: Citizen mailing address assumed to be same as Request Location.
Request Prompt Response
Where: SIDE OF THE YARD, IN THE CREEK
Why: BROKEN LIMBS THAT HAVE FALLEN FROM THE TREES FROM
PREVIOUS STORMS AND WINDS, ONE DEAD TREE PARTIALLY
HANGING OVER THE CREEK.
What: FALLEN TREES, NEED TO BE CLEANED UP
When: ON GOING
Service Requested: I - Inspect and call back w/results
Inspection Date Inspector Results
INSPECTION 11/21/1994 00:00 JOE TALBOT CREEK BLOCKAGE BAD BANK EROSION OUT BUILDING
NEAR BANK EROSION (133.5) INSPECTED ON 11-4-94 BY
STEVE PACE. 11-21-94 AT THIS TIME CHANNEL RUNS
BESIDE THIS DRIVEWAY ENTRANCE. EROSION
THROUGH-OUT. CHANNEL IS NOT EFFECTING HOUSE
FOUNDATION AT THIS TIME OR DRIVEWAY. 12-14-94
EXPLAINED STREET STORM WATER PROGRAM TO MR.
MELARAGNO PER JOE TALBOT. ?
BJ - CHANNEL NEEDS CLEANED OUT AND ALSO
REDEFINED AND RIP-RAPPED TO CONTROL EROSION.
THIS IS A NON-REGULATED TRIB. TO MCMULLEN CREEK.
BANK HAS ERODED WITHIN FIVE FEET OF THE
DRIVEWAY. PROPERTY IS INSIDE THE CITY LIMITS OF
CHARLOTTE AND IS IN THEIR JURISDICTION.
Project C"IP? Project Manager Phone Project Status
Addison/Deveron Y Bice, Amy Active
r

•
Emerald
GHA o TE. Request Detail
Request #:5919 (continued)

Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
4 _ Pipe -3- Banks _ Odor
5-Channel Cleaning - Ditches -A- Channels _ Film on Water
Creek _ Sheet Flow Algae
6-Channel Erosion (Maint) Fish Kill
8-Capital Blowouts Ponding Inefficient Design
- Pipes Yard _ Channel
_ Structures _ Street _ Ponds
Ditch - Drainage Structure
Progress Note Date Author Text
CALLBACK 11/21/1994 00:00 JOE TALBOT Called Back
NOTE 04/14/2000 11:16 GUY PETERS Request assigned to TMR; HWN has discussed this with TMR and
no M-team work is justified here.
s
CHARLOTTE.
Emerald
Request Detail

Request #:1218288
Type: STW QUESTIONNAIRE
Status: ASSIGN
Priority: C-Routine
'
Group: Storm Water- City
Title: STW QUESTIONNAIRE
Received By: Angie Weekly
Origin: Citizen
Complex?: N
Public Official:
. Work Unit: Ganzert, Mike
Received: 10/20/2003 15:12
Due:
Resolved:
Request_Lacatiou Parcel Named Creek Turis Easement? Flood`:
x420 Addkoll Dr, Charlotte. NC I I ?"? 1 1=()t) Char
Citizen Name Citizen Tyne Home Phone Work Phone Organization
Dan Owens Caller 704-527-9233 704-364-9735
5420 Addison Dr, Charlotte, NC 28211 E-Mail:
Request Prompt Response
How long have you owned or lived at this location. .67
Have you ever experienced flooding on your property? YES
WATER IN STORAGE BUILDING? no
WATER ON AIR CONDITIONING UNITS? once a year
WATER IN CRAWLSPACE? once a year
WATER IN, UP TO, OR OVER THE FINISHED no
FLOOR?
IF FLOODING OCCURRED, LIST DATE, LOCATION, Sept./front yard under water and erosion of adjacent creek
DEPTH OF FLOODING
IF FLOODED STREETS, LIST DATE, LOCATION yes/ water in yard
AND DEPTH.
IF EROSION LIST, LOCATION-MINOR, yes/5420 Addison dr./severe
MODERATE,SEVERE
DESCRIPTION OF PROBLEM(S) stream or ditch blockage
DOCUMENTATION OF FLOODING
COMMENTS Creek is eroding and encraoching on property/need City involvement to
correct
DATE OF MAILER
Inspection Date Inspector Results
INSPECTION 10/28/2003 13:13 JOE TALBOT CHANNEL BESIDE DRIVEWAY HAS SEVERE EROSION IN
AREAS. PLANKS HABE BEEN INSTALLED TO PREVENT
EROSION OF CHANNEL. SURFACE EROSION. ADDISION
CIP.
Project CTP? Project Manager Phone Project Status
Addison/Deveron Y Bice, Amy Active
Storm Water Problem Classification
' 5-Channel Cleaning
6-Channel Erosion (Maint)
' 8-Capital
Ranking: Blockages Erosion Water Quality
_ Pipe _ Banks - Odor
_ Ditches _ Channels Film on Water
Creek _ Sheet Flow _ Algae
Fish Kill
Blowouts Ponding
Pipes Yard
Structures Street
Ditch
Inefficient Design
Channel
Ponds
Drainage Structure
E
ld
mera
Request Detail
CHARLOTTE.
Request #:521953 Received By: Lydia Powers 336-7465 Received: 09/25/2000 14:05
Type: FLOODING Origin: Citizen Due: 09/26/2000 14:05
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official:
Group: Storm Water- City Work Unit: Richards, Tim
Title: FLOODING
Request Location Parcel Named Creek Juris Fasement? Flood`
4_'O I)r. Charlotte, MC 2S2 1
Citizen Name 1 142M)
Citizen Type Home Phone Work Phone Or Ola
ganization
' Dan Owens Caller 704-527-9233 704-364-9735
5420 Addison Dr, Charlotte, NC 28211 E-Mail:
Detail Description
Creek from across the street overflowed during this weekend's heavy rains causing front yard to wash away. Citizen states problem ha
worsened and would like someone to come out asap.
Request Prompt Response
When did flooding last occur? Friday
Have living spaces ever flooded? NO
If yes, when?
Have furnaces or water heaters ever flooded? NO
If yes, when?
Have crawl spaces or basement ever flooded? NO
If yes, when?
Inspection Date Inspector Results
INSPECTION 09/29/2000 11:30 JOE TALBOT PART OF CIP. TERRI REID UPDATED CITIZEN.
Project CIP? Prot Manager Phone Project Status
Addison/Deveron Y Bice, Amy Active
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
Pipe _ Banks _ Odor
8-Capital _ Ditches _ Channels _ Film on Water
Creek _ Sheet Flow _ Algae
Fish Kill
Blowouts Ponding
Pipes _ Yard
_ Structures _ Street
_ Ditch
Inefficient Design
Channel
Ponds
Drainage Structure
12-05-01 CHANNEL CLEANED PER DAVID BIRD.
Resolution Prompt Response
Project Name:
Contractor Name:
Project Cost:
Project Complete Date:
Warranty End Date:
Was a closeout form received?

Emerald

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CHARLOTTE.
Request #:524526 Received By: Chuck Lindsey 336-6822 Received: 09/28/2000 16:20
Type: FLOODING Origin: Citizen Due: 09/29/2000 16:20
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official:
' Group: Storm Water- City Work Unit: Richards, Tim
Title: FLOODING
Request Location Parcel Named Creek Turis Easement? Flood`
9= f)e?cnin 1)r. (h?irlu(tc, I I I ; I ?_' C'hac
... erosion is taking place near a large tree, and an outside tool shed.
Citizen Name Citizen Tyne Home Phone Work Phone Or ganization
' ll
704
362
3007
C
a
er
-
-
Jenny Wilhyot
5933 Deveron Dr, Charlotte, NC 28211 E-Mail;
Detail Description
and also erosion
Citize
stat
d that her
ard is bein
flooded on a re
ular basis
y
g
g
,
.
n
e
Request Prompt Response
When did flooding last occur? 09/28/00
Have living spaces ever flooded? NO
If yes, when?
' Have furnaces or water heaters ever flooded? NO
If yes, when?
Have crawl spaces or basement ever flooded? NO
If yes, when?
Inspection Oat Inspector Results
INSPECTION 10/02/2000 12:19 JOE TALBOT OPEN CHANNEL (3 LOTS) HAS EROSION THROUGH-OUT
WITH MINOR BLOCKAGES. TERRI REID ALSO HAS THIS
ON A CIP.
Project TP? Project Mater Phone Protect Status
Addison/Deveron Y Bice, Amy Active

Storm Water Problem Classification
Ranking: Blockages Erosion Water Quality
Pipe _ Banks _ Odor
Ditches _ Channels _ Film on Water
Creek _ Sheet Flow _ Algae
_ Fish Kill
5-Channel Cleaning
6-Channel Erosion (Maint)
' 8-Capital

Blowouts Ponding
Pipes _ Yard
_ Structures _ Street
_ Ditch
Inefficient Design
Channel
_ Ponds
Drainage Structure
1
Emerald
T.
Request Detail
CHARLOTTE.
Request #:1221922 Received By: Angie Weekly Received: 10/27/2003 10:31
' Type: STW QUESTIONNAIRE Origin: Citizen Due:
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official:
' Group: Storm Water- City . Work Unit: Ganzert, Mike
Title: STW QUESTIONNAIRE
Request Location Parcel Named Creek Juris Easement? Flood`:
= `)= = De?Lmn Dr, i_ harlotr. VC S? 1 I
Citizen Name I s I ? I
Citizen Type Home Phone Work Phone Char
Organization
' Jenny Wilhoit Caller 704-362-3007
5933 Deveron Dr, Charlotte, NC 28211 E-Mail:
Request Prompt Response
How long have you owned or lived at this location. 12
Have you ever experienced flooding on your property? YES
WATER IN STORAGE BUILDING? never
WATER ON AIR CONDITIONING UNITS? never
WATER IN CRAWLSPACE? 2-3 times per year
WATER IN, UP TO, OR OVER THE FINISHED never
FLOOR?
IF FLOODING OCCURRED, LIST DATE, LOCATION, during significant rainstorms/backyard & drainage ditch/2"
DEPTH OF FLOODING
IF FLOODED STREETS, LIST DATE, LOCATION during rain storm/Rama rd @ Deveron/4"
AND DEPTH.
IF EROSION LIST, LOCATION-MINOR, yes/behind workhouse - severe/backyard-minor/Pine tree roots - severe
MODERATE,SEVERE
DESCRIPTION OF PROBLEM(S) Stream or ditch blockage
DOCUMENTATION OF FLOODING Photos/not attached
COMMENTS
DATE OF MAILER
Inspection Pate Inspector Results
INSPECTION 10/30/2003 15:28 JOE TALBOT CHANNEL HAS EROSION THORUGH-OUT WITH SOME
OVER GROWTH AND BLOCKAGES. ADDISION CIP AREA.
Project CIP? Project Manager Phone Project Status
Addison/Deveron Y Bice, Amy Active
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
Pipe Banks - Odor
5-Channel Cleaning Ditches _ Channels _ Film on Water
- Creek _ Sheet Flow _ Algae
6-Channel Erosion (Maint) Fish Kill
8-Capital Blowouts Ponding Inefficient Design
Pipes _ Yard _ Channel
Structures _ Street _ Ponds
Ditch _ Drainage Structure
' Progress Note Pate Author -Test

Emerald
Request Detail
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CHARLOTTE. y4
Request #:3098 Received By: Sandra Brooks 336-4649 Received: 11/05/1992 15:45
Type: STW GENERAL INQUIRY Origin: Citizen Due:
Status: ASSIGN Complex?: N Resolved:
Priority: B-Priority Public Official:
Group: Storm Water- City Work Unit: Richards, Tim
Title: STW GENERAL INQUIRY
Request Location Parcel Named Creek Juris Easement? Flood`
'
;0 t I Dcv L run 1=)r_ (_ Iilc,ttz. y4 ?S I
Citizen Name 1 1 1 ; ;
Citizen Tyne Home Phone Work Phone Or Citiar
ganization
Debra Wooden Caller 704-365-0020
5941 Deveron Dr, Charlotte, NC 28211 E-Mail:
-- Old Storm Water System Citizen # 712
Detail Description
3/14/94***PL ASE CALL CUSTOMER ASAP***PROBLEM IS GETTING WORSE. CMWJM*****
CONVERSION COMMENT 05/28/1999:
Converted from Storm Water System #712
WARNING: app user not found for SPECIAL=BC
WARNING: floodway flag and creek_nm probably corrupt.
WARNING: could not find creek = DEVER
WARNING: Citizen mailing address assumed to be same as Request Location.
Request Prompt Response
Where: BACK YARD-BEHIND HER NATURAL AREA.
Why: DITCH HAS FORMED AND IT IS ERODING MORE AND MORE.
What: EROSION.
When:
Service Requested:
Inspection Date Inspector Results
INSPECTION 11/06/1992 00:00 JIM BROCK FOUND DITCH IN REAR OF SEVERAL PROPERTIES TO BE
ERODING. WATER FROM RAMA RD. GETTING INTO
DITCH AND FLOWS SEVERAL HUNDRED FEET TO END OF
STREET AT BARRICADE AND CONTINUES. ALL OF DITCH
APPEARS TO BE SMALL. APPROX. 20 OWNERS
INVOLVED. WOULD QUALIFY VIA CAPITAL. 5-8-95
EXPLAINED STREET STORM WATER PROGRAM TO MS.
WOODEN PER JOE TALBOT.
Project CIP? Project Manager Phone Peet Status
Addison/Deveron Y Bice, Amy Active
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
_ Pipe Banks _ Odor
8-Capital - Ditches _ Channels - Film on Water
- Creek _ Sheet Flow _ Algae
6-Channel Erosion (Maint) _ Fish Kill
Blowouts Ponding Inefficient Design
Pipes Yard _ Channel
Structures Street Ponds
Ditch _ Drainage Structure
' Progress Note Date Author Text
CALLBACK 11/06/1992 00:00 JIM BROCK Called Back
Emerald
' GHA E. Request Detailr
Request #:3098 (continued)
Resolution
STORM WATER INQUIRY
Resolution Prompt Response
Project Name: Deveron
Contractor Name: 7 Stan Consrtr.
Project Cost:
Project Complete Date: 12/07/1998
Warranty End Date: 12/06/1999
Was a closeout form received?

merald
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,?

Re
uest Detail
GHAF?LOT7"E. q
Request #:522321 Received By: Lydia Powers 336-7465 Received: 09/26/2000 08:35
Type: STW GENERAL INQUIRY Origin: Citizen Due: 09/27/2000 08:35
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official:
Group: Storm Water- City Work Unit: Richards, Tim
Title: STW GENERAL INQUIRY
P ??pct T nrafinn
R Parcel Named Creek .Turis Easement? Flood`
_
' 041 1_)1-, 1
Citizen Name Citizen 1 X, 1 ?l;;
Tye Home Phone Work Phone Or Char
ganization
Debra Wooden Caller 704-365-0020
5941 Deveron Dr, Charlotte, NC 28211
detail Description E-Mail;
Wants to know where they are on the list for repairs - has been on the list for 15 years and problem has worsened - please call and
advise where they are - needs someone to come out and reevaluate..
Request Prompt Response
1 What is your question? see above
Do you want to meet on site with a Storm Water rep
OR would you prefer a phone call or'letter?

Inspection Date Inspector Results
INSPECTION 09/29/2000 08:17 JOE TALBOT CHANNEL IN BACKYARD HAS EROSION THROUGH-OUT.
THIS IS ALSO A PART OF A CIP, PER TERRI REID.
Project CIP? Prot Manager Phone Project Status
Addison/Deveron Y Bice, Amy Active
Storm Water Problem Classification
5-Channel Cleaning
6-Channel Erosion (Maint)
8-Capital
Ranking: Blockages Erosion Water Quality
Pipe _ Banks _ Odor
Ditches _ Channels Film on Water
Creek _ Sheet Flow _ Algae
_ Fish Kill
Blowouts Ponding
Pipes _ Yard
Structures _ Street
_ Ditch
Inefficient Design
_ Channel
Ponds
Drainage Structure

CHARLOTTE. Emerald
Request Detail s
v
Request #:1221943 Received By: Angie Weekly Received: 10/27/2003 10:42
Type: STW QUESTIONNAIRE Origin: Citizen Due:
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official:
Group: Storm Water- City Work Unit: Ganzert, Mike
Title: STW QUESTIONNAIRE
Request Location Parcel Named Creek Turis Easement? Flood`:_ _
???? Dc?crnn nr_ C'h?i ItCTC, t' ,S? I 1
Citizen Name I S; I I
Citizen Tvne Home Phnne Work Phone nr har
gani?ation
Jim Wooden Caller 704-365-0020
5941 Deveron Dr, Charlotte, NC 28211 E-Mail: [e-mail]

Re
uest Prom
t Respnnse
q
p
How long have you owned or lived at this location. 17
Have you ever experienced flooding on your property? YES
WATER IN STORAGE BUILDING? never
WATER ON AIR CONDITIONING UNITS? never
WATER IN CRAWLSPACE? less than once per year
WATER IN, UP TO, OR OVER THE FINISHED never
FLOOR?
IF FLOODING OCCURRED, LIST DATE, LOCATION, significant rainstorm/along backyard near drainage ditch/2"
DEPTH OF FLOODING
IF FLOODED STREETS, LIST DATE, LOCATION yes/significant rainstorms/Rama @ Deveron/water in yard 4"
AND DEPTH.
IF EROSION LIST, LOCATION-MINOR, yes/ back of lot-severe/back yard-minor
MODERATE,SEVERE
DESCRIPTION OF PROBLEM(S) stream or ditch blockage/ditch can't take overflow
DOCUMENTATION OF FLOODING photos attached
COMMENTS
DATE OF MAILER
Inspection Tate Inspector Results
INSPECTION 10/30/2003 14:22 JOE TALBOT CHANNEL HAS EROSION WITH SOME BLOCKAGES.
MAYBE TOO SMALL TO CARRY RUN-OFF. ADDISION CIP.
Project (TP)' Pro--"" Phone Pro?e?+ 4 atus
Addison/Deveron Y Bice, Amy Active
Storm Water Problem Classification
' 5-Channel Cleaning
6-Channel Erosion (Maint)
' 8-Capital
Ranking: Blockages Erosion Water Quality
Pipe _ Banks - Odor
Ditches - Channels - Fihn on Water
Creek _ Sheet Flow _ Algae
Fish Kill
Blowouts Ponding
_ Pipes _ Yard
Structures _ Street
Ditch
Inefficient Design
Channel
Ponds
Drainage Structure

Emerald
Request Detail = :.9 t
CHARLOTTE. ?-
Request #:6122 Received By: Janet Henderson 336-5819 Received: 0111911995 12:15
Type: STW OTHER Origin: Citizen Due:
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official:
Group: Storm Water- City Work Unit: Ganzert, Mike
Title: STW OTHER
Request Location Parcel Named Creek Tnris Easement? Flood`
'
1211 C.II1CI l-Jt N. Cliltiio tr,-. N
Citizen Name Citizen C_f1 ?1I N ?
Tyne Home Phone Work Phone Organization
Mark Young Caller 704-571-2180
5129 Lincrest Pl, Charlotte, NC 28211 E-Mail:
--Old Storm Water System Citizen # 11518
Detail Deg ription
CONVERSION COMMENT 05/28/1999:
Converted from Storm Water System #12149
WARNING: app_user not found for SPECIAL=BC
WARNING: problem is NULL. Changed to O (other)
WARNING: Citizen mailing address assumed to be same as Request Location.
Request Prompt Response
Where: SIDE AND BACK YARD
Why: HAS A TRIBUTARY IN THE BACK YARD THAT IS ERODING
AND NEEDS TIP RAP REPLACED TO PREVENT EROSION OF
HIS PROEPRTY.
What: EROSION
When: ONGOING
Service Requested:
Inspection Date Inspector
Results
INSPECTION 01/20/1995 00:00 JOE TALBOT MCMULLEN CREEK IS SILTING IN BECAUSE OF SLOW
FLOW OF WATER - CREEK WAS RIP RAPPED AT SOME
TIME IN THE PAST-SEDIMENT IS NOW THREE TO FOUR
FEET DEEP ALONG SLOPE OF CREEK. 1-27-95 PER JOE
TALBOT RECLASS AS A 5 AND 6, CHANNEL IN THE
BACKYARD RECEIVES RUN-OFF FROM STREETS ABOVE
THIS SITE. EROSION THROUGH-OUT.
Project CIP? Project M anager Phone Project Status
Addison/Deveron Y Bice, Amy Active
Storm Water Problem Classification
Ranking: Blockages Erosion Water Quality
2 _ Pipe _ Banks _ Odor
Ditches _ Channels _ Film on Water
_2__ Creek _ Sheet Flow _ Algae
_ Fish Kill
' 5-Channel Cleaning
6-Channel Erosion (Maint)
8-Capital
Blowouts Ponding
_ Pipes - Yard
_ Structures _ Street
Ditch
Inefficient Design
_ Channel
Ponds
_ Drainage Structure
Progress Note. Date Author Text
CALLBACK 01/20/1995 00:00 JOE TALBOT Called Back

' CHARLOTTE. Emerald

Request Detail -'

c ?`?.
Request #:12348 Received By: Janet Henderson 336-5819 Received: 10/21/1997 13:19
Type: STW OTHER Origin: Citizen Due:
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official:
Group: Storm Water- City Work Unit: Ganzert, Mike
Title: STW OTHER
Request Location Parcel Named Creek Juris Easement? Flood`
121) L iicre i Pl. ('harloire_ N('
2S2
Citizen Name Ci
?i nwllen reel:
tizen Tyne Home Phone Work Phone Org
i-?h??r Y
N
anization
Mark Young Caller 704-571-2180
5129 Lincrest Pl, Charlotte, NC 28211_ E-Mail:
-- Old Storm Water System Citizen # 11518
Detail Description
CONVERSION COMMENT 05/28/1999:
Converted from Storm Water System #23826
WARNING: problem is NULL. Changed to O (other)
WARNING: Citizen mailing address assumed to be same as Request Location.
Request Prompt Response
Where: SIDE AND BACK YARD
Why: HEAVY RAIN
What: FLOODING
When: ON-GOING
Service Requested: I - Inspect and call back w/results
Inspection Date Inspector Results
INSPECTION 10/30/1997 00:00 STEVE PACE The entire lot is in the floodplain of McMullen Creek.
Project CIP? Project Manager Phone Project Status
Addison/Deveron Y Bice, Amy Active
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
2 _ Pipe -2- Banks _ Odor
8-Capital - Ditches _ Channels _ Film on Water
Creek _ Sheet Flow _ Algae
13-STREET FLOODING _ Fish Kill
18-In Floodway Blowouts Ponding Inefficient Design
Pipes _ Yard _ Channel
_ Structures Street _ Ponds
Ditch _ Drainage Structure
' P.ragrP??^*P -ate Author Text
CALLBACK 10/30/1997 00:00 STEVE PACE Called Back
Emerald
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Request #:14515 Received By: Jennifer Glotfelty 336-7924 Received: 01/26/1999 09:23
Type: FLOODING Origin: Citizen Due:
Status: INSPECTED Complex?: N Resolved:
Priority: C-Routine Public Official:
Group: Storm Water- City Work Unit: Ganzert, Mike
Title: FLOODING
Request Location Parcel Named Creek Turps _Easement?_ Flood`
'
I'q LinCr,s[ PI (1h;iriOIIC, NCB 'I I
C, 11;
... S T REEl' FLOODIN G
' Citizen Name Citizen Tyne Home Phone Work Phone Org anization
Geoff Pearson Caller 704-365-7098
5129 Lincrest Pl, Charlotte, NC 28211 E-Mail:
-- Old Storm Water System Citizen # 11518
'n tail Description
CONVERSION COMMENT 05/28/1999:
Converted from Storm Water System #28512
'
WARNING: Citizen mailing address assumed to be same as Request Location.
R
Request Prompt
Where: esponse
STREET
Why: HEAVY RAINS
What: ROAD FLOODING AT LINCREST AND ADDISON
When: JAN. 23RD USUALLY OCCURS 3 TO 4 TIMES A YEAR
Service Requested: N - None
Inspection Date Inspector Results
INSPECTION 09/04/2002 14:49 JOE TALBOT REQUESTED ST. MAINT. TO OPEN CULVERT UNDER
LINCREST AT ADDISION PART OF ADDISION CAP.
PROJECT.
INSPECTION 05/22/2003 12:20 AMY BICE WATER AT TOP OF HEADWALL
Project CIP? Project Manager Phone Project Status
Addison/Deveron Y Bice, Amy Active
Storm Water Problem Classification
8-Capital
5-Channel Cleaning
9-Street Maintenance
Ranking: Blockages Erosion Water Quality
_ Pipe _ Banks Odor
Ditches - Channels _ Film on Water
Creek _ Sheet Flow _ Algae
Fish Kill
Blowouts Ponding
Pipes _ Yard
Structures Street
_ Ditch
Inefficient Design
_ Channel
Ponds
Drainage Structure
Progress Note Date Author Text
CALLBACK 01/29/1999 00:00 RUSSELL JOHNSON Called Back
Res_olUtion Prnmpt Response
Project Name:
Contractor Name:
Project Cost:
?,
? _
Emerald
?
i
Request Detail,
cr?t?i O?rE.
Request #:6027 Received By: Received: 12/08/1994 16:31
Type: BLOCKAGE Origin: Citizen Due:
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official:
' Group: Storm Water- City Work Unit: Richards, Tim
Title: BLOCKAGE
Request Location Parcel Named Creek T uris Easement? Flood`
Nciiin--6am I)r_ Charlotte. N(_ I
Citizen Name Citizen 15? I t_' 1 I Char
Type Home Phone Work Phone Organization
Jack Mateny Caller 704-364-9533
520 Nottingham Dr, Charlotte, NC 28211 E-Mail:
-- Old Storm Water. System Citizen # 185
CONVERSION COMMENT 05/28/1999:
Converted from Storm Water System #11949
WARNING: app user not found for SPECIAL=BC
Request Prompt
Response
Where: BACK YARD
Why: CREEK IS BLOCKED WITH DEBRIS CAUSING FLOODING
What: FLOODING AND BLOCKAGE
When: HE SAID AN ENGINEER CHECKED THE PROBLEM OUT IN
AUGUST, BUT NO RECORDS EXIST OF THIS.
Service Requested:
Inspection Date Inspector Results
INSPECTION 12/09/1994 00:00 JOE TALBOT CHANNEL IS TOO SHALLOW TO HANDLE RUN-OFF. ALSO
DOWNSTREAM PIPE IS 24 IN. UPSTREAM PIPE IS 36 IN.
VERY UPSET.
Project CTP? Project M anager Phone Project Status
Addison/Deveron Y Bice, Amy Active
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
_ Pipe _ Banks - Odor
5-Channel Cleaning Ditches - Channels _ Film on Water
- Creek _ Sheet Flow _ Algae
6-Channel Erosion (Maint) Fish Kill
8-Capital Blowouts Ponding Inefficient Design
Pipes Yard _ Channel
Structures Street _ Ponds
_ Ditch _ Drainage Structure
Proaress Note Date Ant or Text
CALLBACK 12/09/1994 00:00 JOE TALBOT Called Back

Emerald
Request Detail
CHARLOTTE.
Request #:5490 Received By: Received: 08/19/1994 08:39
Type: FLOODING Origin: Citizen Due:
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official:
Group: Storm Water- City Work Unit: Richards, Tim
Title: FLOODING
Request Location Parcel Named Creek Turk Easement? Flood`
???) ??rtin_h,im l)r. Charluu?_ C28211
Citizen Name 1X, 14?11
Citizen Tyne Home Phone Work Phone Ch:u
Organization
' Jack Mateny Caller 704-364-9533
520 Nottingham Dr, Charlotte, NC 28211 E-Mail:
-- Old Storm Water System Citizen # 185
Detail Description
PLEASE CALL AND COME OUT TO CHECK THE SITUATION. EXTREMELY NICE C ITIZEN.
CONVERSION COMMENT 05/28/1999:
Converted from Storm Water System #10588
Request Prompt
Where: Response
FRONT YARD
Why: WATER RUNOFF FROM STREET INTO CREEK WHERE
DRAINAGE IS BLOCKED
What: 75 FEET OF WATER WASHED ACROSS HIS YARD INTO A
CREEK FLOODING FRO NT YARD. THERE IS A 24INCH
CULVERT THAT IS ON NEIGHBORS PROPERTY THAT IS
BLOCKED ADDING TO THE PROBLEM.
When: WHEN IT RAINS
Service Requested:
Inspection Date Inspector Results
INSPECTION 08/19/1994 00:00 MARK CHAPMAN UPROOTED TREE STRUMP IS BLOCKING PIPE INLET.
Project CIP? Project Mana=ger Phone Protect Status
Addison/Deveron Y Bice, Amy, Active
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
Pipe _ Banks _ Odor
5-Channel Cleaning _ Ditches _ Channels _ Film on Water
8-Capital - Creek _ Sheet Flow _ Algae
Fish Kill
Blowouts Ponding
Pipes - Yard
_ Structures _ Street
Ditch
Inefficient Design
Channel
_ Ponds
_ Drainage Structure
ProaressSLote Date Author Text
CALLBACK 08/19/1994 00:00 MARK CHAPMAN Called Back

Emerald -°
` "ffU

HARdOTTE Request Detail
`
C
.
Request #:7267 Received By: Received: 08/28/1995 08:48
Type: FLOODING Origin: Citizen Due:
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official:
Group: Storm Water- City Work Unit: Richards, Tim
Title: FLOODING
Request Location Parcel Named Creek Turis Fasement? Flood`
I
Nottirn ,,h:urn I)r. (harloil,:, NC 's211
Citizen Name Ci IS I 1
tizen Type Rome Phone Work Phone Char
Organization
Sarah Yarbrough Caller 704-366-1416
535 Nottingham Dr, Charlotte, NC 28211 E-Mail:
-- Old Storm Water System Citizen # 14220
Detail Description
CONVERSION COMMENT 05/28/1999:
Converted from Storm Water System #14957
WARNING: Citizen mailing address assumed to be same as Request Location.
Request Prompt Response
Where: FRONT YARD
Why: YARD IS BEING WASHED AWAY
What: WATER DRAINS FROM MONROE RD INTO HER PROPERTY
When:
Service Requested: I - Inspect and call back w/results
Inspection Pate Inspector Results
INSPECTION 08/28/1995 00:00 JIM KEENAN PART OF THE ADDISON CAPITAL PROJECT PER JIM
KEENAN. THIS PROPERTY IS NEAR THE CORNER OF
ADDISON AND NOTTINGHAM.
Project CTP? Project Manager Phone Project Status
Addison/Deveron Y Bice, Amy Active
Storm Water Problem Classification
5-Channel Cleaning
6-Channel Erosion (Maint)
8-Capital
Ranking: Blockages Erosion Water Quality
Pipe Banks _ Odor
Ditches - Channels Film on Water
Creek _ Sheet Flow _ Algae
_ Fish Kill
Blowouts Ponding
Pipes _ Yard
Structures _ Street
Ditch
Inefficient Design
_ Channel
_ Ponds
Drainage Structure
Progress Note Date Author Text
CALLBACK 08/28/1995 00:00 JIM KEENAN Called Back
Emerald
G?iA9?LOTTE Request Detail
.
Request #:2895 Received By: Sandra Brooks 336-4649 Received: 06/02/1992 11:16
Type: STW GENERAL INQUIRY Origin: Citizen Due:
Status: ASSIGN Complex?: N Resolved:
Priority: C-Routine Public Official:
Group: Storm Water- City Work Unit: Richards, Tim
Title: STW GENERAL INQUIRY
' Request Location Parcel Named Creek Juris Easement? Flood`
A li Nuuin_11111) Ur_ Ch.u lute. NC I l-, O9 Cher
Citizen Name Citizen Tyne Rome Phone Work Phone Organization
Carolyn Goodman Caller 704-426-2500
546 Nottingham Dr, Charlotte, NC 28211 E-Mail:
-- Old Storm Water System Citizen # 85
Detail escription
WANTS ON LIST FOR STORM WATER SERVICES.
CONVERSION COMMENT 05/28/1999:
Converted from Storm Water System #85
WARNING: floodway flag and creek_nm probably corrupt.
WARNING: could not find creek = NOTTI
WARNING: Citizen mailing address assumed to be same as Request Location.
Request Prompt Response
Where: SIDE YARD
Why: EROSION FROM CREEK
What: EROSION SOME FLOODING
When: ON GOING PROBLEM
Service Requested:
T*nspection -_ Date Inspector Results
INSPECTION 06/02/1992 00:00 UNKNOWN MOST OF BANK IS SLOPED & VEGETATED. SOME
ISOLATED EROSION SLOPING & RIP RAP MAY BE
NECESSARY.
Project CIP? Protect Manager Phone Project Status
Addison/Deveron Y Bice, Amy Active
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
Pipe _ Banks Odor
6-Channel Erosion (Maint) _ Ditches Channels - Film on Water
- Creek _ Sheet Flow _ Algae
8-Capital _ Fish Kill
Blowouts Ponding Inefficient Design
Pipes _ Yard - Channel
Structures _ Street _ Ponds
Ditch _ Drainage Structure
Progress Note Date Author Text
CALLBACK 06/02/1992 00:00 Called Back
WANTS ON LIST FOR SWS SHE SAID THAT PROBLEM. IS NOT THAT BAD NOW BUT IT IS GETTING WORSE AS TIME
PASSES.
Emerald ,
Request Detail (5
,` '
G?A?a.oT?E.
Request #:5517 Received By: Received: 08/19/1994 14:47
Type: FLOODING ,--, Origin: Citizen Due:
Status: ASSIGN Complex?: N Resolved:
Priority: A-Critical Public Official:
Group: Storm Water- City Work Unit: Richards, Tim
Title: FLOODING
Request Location_._ Parcel Named Creek Juris Easement? Flood`
X46 Nouinchllm P1 harlotte. tiC' 1
Citizen Name Ci I S? 14-1 u9
tizen Type Rome Phone Work Phone Chat-
(Organization
Carolyn Goodman Caller 704-426-2500
546 Nottingham Dr, Charlotte, NC. 28211 E-Mail:
-- Old Storm Water System Citizen # 85
PLEASE CALL AND SCHEDULE TO MEET OWNER.
CONVERSION COMMENT 05/28/1999:
Converted from Storm Water System #10651
WARNING: Citizen mailing address assumed to be same as Request Location.
Request Prompt Response
Where: REAR YARD
Why: UNKNOWN
What: FLOODING
When: ONGOING
Service Requested:
T'Mwection Date- Inspector Results
INSPECTION 08/23/1994 00:00 JIM KEENAN FLOODED BACK YARD AND STORAGE SHED FLOW
APPEARS TO BE FROM 60 IN. PIPE OFF OF ADDISON DR.
THAT MIGHT HAVE FAILED/OVERFLOWED.FLOODED
CRAWL SPACE. FLOOR JOISTS WET. RUINED ALL
DUCTWORK * ALSO FLOODED A FINISHED 2 ROOM
OUTBUILDING.
Project CIP? Project Manager Phone Project Status
Addison/Deveron Y Bice, Amy Active
Storm Water Problem Classification
1-STRUCT DMG/EVDAINENT DMG
8-Capital
17-Yard Flooding
Ranking: Blockages Erosion Water Quality
Pipe _ Banks _ Odor
_ Ditches _ Channels _ Film on Water
_ Creek _ Sheet Flow _ Algae
Fish Kill
Blowouts Ponding
Pipes _ Yard
Structures _ Street
Ditch
Inefficient Design
Channel
Ponds
_ Drainage Structure
Progress Note Date Author Text
CALLBACK 08/23/1994 00:00 JIM KEENAN Called Back
CHARLOTTE.
Emerald
Request Detail
?=
Request 4:6058
' Type: STW OTHER
Status: ASSIGN
Priority: C-Routine
Group: Storm Water- City
Title: STW OTHER
Received By: Janet Henderson
Origin: Citizen
Complex?: N
Public Official:
Work Unit: Richards, Tim
336-5819 Received: 12/27/1994 16:53
Due:
Resolved:
' Reauest Location Parcel Named Creek Iuris Easement? Flood`
02? Nottin,htim I)r,Ch??Lute.NC 'N"?II II0_1I h:?r
Citizen Name (iti?en Tyne Home Phone Work Phone Organisation
E. B. Riggsbee Caller 704-366-2314
625 Nottingham Dr, Charlotte, NC 28211 E-Mail:
-- Old Storm Water System Citizen # 11972
Detail Description
CONVERSION COMMENT 05/28/1999:
Converted from Storm Water System #12017
WARNING: app_user not found for SPECIAL=BC
WARNING: problem is NULL. Changed to O (other)
WARNING: Citizen mailing address assumed to be same as Request Location.
Request Prompt Response
Where: BACKYARD
Why: STORM DRAIN DITCH NEEDS TO HAVE ROCKS PUT IN IT TO
PREVENT EROSION
What: EROSION
When: ONGOING
Service Requested:
Inspection Date Inspector Results
INSPECTION 04/12/1995 00:00 JOE TALBOT EROSION AND NATURAL GROWTH HAS TAKEN OVER
THIS SHORT CHANNEL.
Project C IP? Pro- Manager Phone Protest ?tatuc
Addison/Deveron Y Bice, Amy Active
Storm Water Problem Classification Ranking: Blockages Erosion Water Quality
Pipe _ Banks - Odor
5-Channel Cleaning _ Ditches _ Channels - Film on Water
Creek Sheet Flow _ Algae
6-Channel Erosion (Maint) _ Fish Kill
8-Capital Blowouts Ponding Inefficient.Design
_ Pipes Yard - Channel
_ Structures _ Street _ Ponds
Ditch _. Drainage Structure
' Progress Note Date Author Text -
CALLBACK 04/12/1995 00:00 JOE TALBOT Called Back
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Addison Main Channel Stream Section
Shear Stress Calculations
If channel slope is negative, the E.G. Slope is used
'The toe protection in each of the bank treatments consists of a coir roll embedded in a rock bolster.
Perennial Stream A
Storm Sheet # River , Fiver Depth ? Shear Velocity Bank Treatment _I
?

-
Sta (ft)
Sta(n?iles)
(ft)
Sl
jt)
Stress' #/?
t2 _

(

ftls , ?

Left

? --
Right --?
11+72.16 0.222 Culvert Culvert Culvert Culvert
10 6 11+61.60 0.220 6.14 -- 0.8 3.4 None None
10 6 11+45.76 0.217 5.54 -0.0234 1.5 4.7 None None
10 6 11+14.08 0.211 4.66 -0.0148 2.5 5.9 None None
10 6 10+87.68 0.206 4.82 0.0098 3.0 5.3 None None
10 6 10+61.28 0:201 4.91 0.0144 4.4 5.7 None None
10 6 10+24.32 0.194 4.71 0.0014 0.4 5.5 None None
10 6 9+92.64 0.188 4.50 -0.0032 1.7 4.6 None None
10 6 9+55.68 0.181 3.26 0.0024 0.5 8.5 Gabion Wall None
10
10 6 9+08.16 0.172 3.55 0.0210 4.7 5.7 Gabion Wall Gabion Wall

10 6 8+65.9[ 0.164 3.84 0.0137 3.3 5.3 Gabion Wall None

10 6 8+34.24 0.158 3.64 0.0133 3.0 6.7 Rip-Rap Trans. Rip-Rap Trans

10 6 7+97,28 0.151 3.87 0.0165 4.0 6.1 Willow Staking Willow Staking

1 6 7+49.76 0.142 4.26 0.0154 4.1 5.1 Willow Staking Willow Staking
0
10 6 6+96.96 0.132 4.47 0.0083 2.3 4.1 Wrapped Earth Willow Staking

10 6 .6+38.88 0.121 4.01 0.0057 1.4 5.6 Willow Staking Willow Staking

10 6
5 6+01.92 0.114 3.99 0.0051 1.3 4.4 Wrapped Earth Willow Staking

10
5 5+75.52 0.109 4.38 0.0220- 6.0 4.3 Wrapped Earth Willow Staking

10
5 5+64.96 0.107 4.44 0.0123 3.4 4.2 Wrapped Earth Willow Staking

10
5 5+17.44 0.098 4.27 0.0040 1.1 4.3 Wrapped Earth Willow Staking

10
5 4+54.08 0.086 4.50 0.0106 3.0 4.1 Willow Staking Wrapped Earth

10
5 3+59.04 0,068 3.82 0.0046 1.1 5.3 Willow Staking Willow Staking

10
5 3+16.80 0.060 4.13 0.0175 4.5 4.8 Wrapped Earth Willow Staking

10
5 2+42.88 0.046 3.92 0.0074. 1.8 4.7 Wrapped Earth Willow Staking

10
5 1+42.56 0.027 3.93 0.0153 3.7 5.5 Willow Staking Wrapped Earth

10
5 1+05.60 0.020 4.40
p.0219
6.0
4.6
Willow Staking
Wrapped Earth
_ 0+58.08 0.011 4.39 0.0097 2.7 4.6 Willow Staking Wrapped Earth
Addison/Nottinghgam Stream Section
Perennial Stream A

er""" j
h
?
ri ? Shea 1l?e o "?`?
cy
Bank Treatment

?.
h .1 rtes. : ft o e .fit Stes films
.: '& ft/s, t.
_ . `?. y.
LU .,a ,. -Right.
0.41 Culvert Culvert Culvert Culvert
1D
10 8
8 4+87.40
4+71
65 0.402 2.2 3.4 Wrapped Earth Willow Staking

10 . 0.399 3.72 0.005 1.2 4.7 Wrapped Earth Willow Staking

10 8 4+55.81 0.396 3.68 0.005 1.9 5.9 Wrapped Earth Willow Staking

10 8 4+29.42 0.391 3.42 0.004 2.5 5.3 Wrapped Earth Willow Staking

10 8 3+81.90 0.382 4.17 0.024 6.4 5.7 Wrapped Earth Willow Staking

10 8 3+44.94 0.375 3.71 0.001 0.3 5.5 Wrapped Earth Wrapped Earth
8 2+97.42 0.366 2.64 0.004 0.6 4.6 Wrapped Earth Wrapped Earth
0.35 Culvert Culvert Culvert Culvert
Back Yard Channel Between Deveron and Gate Post Unimportant Intermittent Stream H
1 Storm l Sheet # R f v t? :ir - L ( Depth Avg; Channel Shear AverBank l ieatmmit
( ) Sty fNod
` e ft Slo )e ft/ft Stress #Ift2 Velocit ftls Left Right
1.0 12 2+21-5+g1 L52 3-520-4 u.7 0.03U 1.4 4.6 Permanent TRM with
a soft Rush olantina
Back Yard Ditch at Addison Nottingham and Robinhood
Important Intermittent Stream D
Storm

i Syr) Sheet # River

Sta ft)

Node
Depth
(ft
Avg. Channel
Sl
ft/ft
Shear Average
_ Bank Treatment
?
ope (
) Stress (#/ft2} Velocity ftls Left I ? kic ht
10
10 22 3.47.81 10-5537 1.03 0.019 1.2 3.2 Willow Staking Willow Staking

10 22 2+66.00 10-3586 1.17 0.019 1.4 3.2 Willow Staking Wrapped Earth
22 1+28.00 10-5113 1.03 0.034 2.2 4.5 Willow Staking Wrapped Earth

Allowable Shear Stress
?ieihu<I llmv lhle tihear Stress
Rock Toe (18" - 24") 61b/sq. ft.' -
Grade Control Structures 4 lb/sq. ft.
12" Coir Fiber Roll 0.8-3 lb/sa. ft.
I "Erosion and Sediment Control Planning and Design Manual," NCDENR, Table 8.05g, p. 8.05.13, 1995.
2 Letter fiom Rolanka International, Inc. (manufacturer).
¦¦Ili? r fr !? 1011111111 1s r
i
i
i
i
i

I""0 LF 0160x{
! 1 EXISTING ROCK
EXIST.
ELEV.
XISTWGICHANNEL -
J CENiERTE _

?
ROCK
OUTCROP
-1100 DD _._
SS + - Do`
SS---- a?--
I I I II vx r:a ? ---
?% Irl i s , 1 -r G G pe-? _CADDfS01_DR G
G L?
- 04
I I ?^ G ' °6Hw ' ?. za s
CHANNEL RESHAPING WITH ROCK TOE, AND EITHER
CONSR
16
a
WRAPPED EARTH (COIR FABRIC) SOFT STABILIZATION
48- P- x I
!I° Ir OR BIOENGINEERING Wi LIVESTAKES ALONG UPPER BANKS 1
I f (I1? 165-10-{31 cr, n
J I ?I
MEOKLENBUfl p..OUY;' I I I '85-IC i6 SWRY hfiMrCA\Jrc
I i D.B. 3906 can .'III ! cnAD-_4ArDER MAUmw 785 LF (1,570 BF) D9 2656 P; 299 I ?•
ADDISON OR. I O B 13962 PG. 662 _ 5i3B ADD SON OR
I : ' I 6128 AOOISON BA
ALSO SEE FIG 4b
I - IREMAINING AREA Of I THIS
., I PROPERTY MAY BE USED I _ _..-
ly\ J FOR EQUIPMENT STORAGE L"
i 10' ACCESS ROAD REMOVE AND RESET 21:k LF b OF EXISTING
FENCE
d
? ?fA 2+00 TO STA J+ - x
68' DUKE POWER A/{y 1' I 101 I REMOVE AND RESET NAINPUN i0B
! I I 1404 LF OF EXISTING
FENCE 7' BEHIND TOO , i 0
STABRE BANKS
p W/WRAPPED EARTH
m same tl REMOVE AND RESET
1 ft LF
Y i \184 IF OF DUSTING
I FINAL TOP OF X ie I FENCE ?1, '171
I
I w 10' HAUL ROAD I ea ' SANK (i1PICA ry ?Y`Ye xE9 A '
I
I 1 e
Y I
1; .?! I i I S I II
$wa? ?? 1 a v / `v a GB
- -Figure 4a

ROCK
a

o ?
> 0
aO m
Q N
mr
.. a a
T4 'T02NNy
d? m w M m p
a a m a I n ?
Je
? ?M a N VJ(
a onrmo¢
3m UnnU.
e r
A ?
ar w
LL
Fj 3!:
6+00 5+00 ... .. v OC .
W_ - W
? fiN 14
rs w /
f i 18 -10-332
I HE01 IAYrON
II j ` 1 O.B. I1;16 F0. 49
1{ 5218 2DISDN DR
i ? / PROPOSED RIP RAP PA0 I'
PROVIDE CLASS I PoP RAP
Ia DIMENSIONS-. 4WXID'Lr8 o
COORDINATE NCi1l,CHANNEL IMPROVEMENTS
7
185-10-733
BRIAN O JOHNSTON
I
- - - - - - I D.B. 0284 PG. 7m
5279 ADDISON G
D ACCESS ROAD HORIZONTAL SCALE: 1"=40'
CONSTRUCTION ENTRANCE mnr awNl ! I I ?' FrRY ?? IL' - -
VERTICAL SCALE: 1" - 8'
REMOVE AND ESET F, i
NISk tF OF EvS11N0
- .%
r ARIN N SiS<OdD?-I I FENCE 1' OEM 10 TO
KIIIIBERLY M STAFFORD I '\ ? '"?
7B 10090 PC. 527 \ I X? ADJUST Dan FIG W1FALL
\
200 PDGISON DR
PIPE TO CONFORM WITH
e[a PROPOSED SED S SLOPE
SLOPE P
ADJUST EXISTING WTFALL ?$ ) 4+88 TO STA fi+50 -1 N
PIPE TO CONFORM PATH {TRIM TOE au.aaa,ls I EY
10 PROPOSED SLOPE J-z
IX'I our.eaxw EpW
Im ?[yoseavs\"' ?\'.fo EA S N4
,,N?ouwr ?u urk-O
SO'e - SOE - Xrm. W Y
' I ?5ALN8?.1>? " ? II . ? cl?
+ i
EAMA
--PERENNIALSTR\ F
'EXI
•llAINTAIN
I / 1 FA SDE ' . _. e URL[IY P T rely u ?? o
I ?I ?` '.'^,l jl/" P .s!Ltr•ENCC?. LacenD
ry --R o - w? SDE SUL STA 4100 TO STA 4+189 i (TYPICAL) ¢ Iq
MAINTAIN ME STABIWE BANKS / / _ .0' AC l ?i. dl
y ,f% I ?- x se• / ?W PFD EARIIY ar ROAD ` ?'? ?1 Ul
STABILIZE BANKS
W WWWNNN 1E+ yy
(: `"`www PEO EARTH FINAL TOE OF PRORDSED FLOW I
/ (1 SLOPE (TYPICAL) 0 PROPOSED RCP RAP PADS' j % SBEO'. START Y AWVE CHANNEL' p rW? T? H A
'r \ I O PROVIDE CUSS i RIP RAP AOTmM'ANO 9.OP. TOWARDS • / V F
4
T
r,/)1'1
S(F7 e OGEMSIQN5: 4^bk181xi6'D 'CHANNEL AT. F-44
STA 2400 RUSH ON SHELF'. SPECS z V
SRA 0+0D TO COORDINATE IgiH GRANTEE IMPRO
J; b MAINTAIN T08 .tlMITS ON
REMOTE ANOFED RESET „x r DISNABANCE / ,r /'. , ', W ?-,
414 SRNG
FENCE E 1 ! REMOVE 1584 IF OF DUSTING I MM
<' \ y I WOOD PRVACY FENCE AND f S _ t -
REPLACE wMEW PRIVACY
EOIN STABIUZanrn A I! F NE?ssanY RIP RAP APRON IN CHANNEL BED {VLF)
` END OF EXISTING RIP-RAP °
. ?d ?la I I xucnow 4 L I L ?/ A O F
1 10-302 i I / LECIOVD W
{ uMSS K. eerwAwln r NOTE RIP RAP APRON IN CHANNEL BED {VLF} V? W
5247 PG. 255 1. ALL TREES NOT INDICATED TO BE REMOVED PROP PoLLOw J /s ^ 0 p F
s129 tIDCRESr PL
o 1 r SHALL BE PROTECTED AND SAVED UNLESS siucuG a PWS?AI
°' \ n w FnAVr OTHERWISE DIRECTED BY PROJECT' INSPECTOR, as-ID-GDS r MN
V er
E'er WRAPPED STANLEY H11 LARD
r 5 I j WITHIN DRIPUNE OF Au TREES 2 SEE CROSS SECTIONS FOR CONSTRUCTION JO y?.uRD V 8? ?I Vj N ai
rI' II - / / J cREATEA THAN 12' IN DIAMETER STAKING REFERENCE POINTS, CHANNEL 'MOTH, sTAgTMjJUROH D B m 13398 PG. 631 Q `N (Ti
j G' SILT FENCE TO BE SKIRTED IN STONE 427 N.LENDALE PL I
D ro , s" 1 OR AS DIRECTED TO PROTECT ROOT AND BANK SIDE SLOPES. ® I I -Al
SYSTEMS 3. CONTRACTOR TO LIMIT DISTURBANCE TO ACCESS ROAD E.I
D" W i o. WHAT CAN BE STABILIZED DAILY.. >vf 1 les ID ;D;
1 / J II I v 1 SONDRA W GONZALES W (? M
G .E 105116 Po 407 In Yj a2B ALLENDALE PL
/ % Q I F^
RJ
Figure 4b
- ---- - - ------- --- -._ . - . _ - --- - - - .. aQ
- - ._. _ ? _. i _ ..... RELOCATED AND fAtERA1S
II FOR 525A ADDISON t F ,@'
i
• ¢ I, EXISTING LFFT TOB
/ExSJ,
~ s w
SEES s W
Om
iii ''*•_ _-
' I Mf -J\!^ CENTERLINE , _-I PROP PRE-CAST
{ 1 b CHANNEL { i CULVTRi SEE DETAIL L!` w
N,+?
LL! I. EXISTING I _
t - - _
?.
V) cf)
• ..^ - ." ` SHEET S3
LLF
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U N
CD GO Z5
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..... E%IS SAN. SNR LATERAL
?/ G d LC 0 n n
; -
PROF LOW FLOW I FOR 5260 AOIXSON GR N
CHANNEL (LOCAdIN APPRO%) I - w" mS °nLL
17221 5:10 0.73%
LLI I al W
-MO ?
?.
CHANNkL ) Z O
PROP -
{ J i I BOTTOM ? 1 I ..I I C ? I O
FF--
I 6 Q
E%BT uR0UN0 ? ': ? -
! j ELEV. ;TYPICAL)
1 PN W w .q Na
?I
&1 0
1
X650
a+a0 7+00 BMp 9. CC tO+oO _ 11+00 ? 12+00
vv-------- ---- SS -\
IN SS r
ADDISON-DRIVE
- -
U
ID N
FOR JJJ w _ ._
-I=__--
It 6 SET 026 5258 FOR'p ISGN DR wAnoxi
CHANNEL RESHAPING WITH ROCK TOE, AND EITHER / PPROU2E?uNauo qATA,
WRAPPED EARTH (COIR FABRIC) SOFT STABILIZATION
OR BIOENGINEERING WI LIVESTAKES ALONG UPPER BANKS'
j
785 LF (1,570 BF) \\
ALSO SEE FIG 4a \I
\ L NIY,
WALLS AN7 :? '?
REMOM
OP GA81 GAONOV WALLS
1
EACH EACH OF PROP BRIDGE AND
195-10-J29 + 801H 51 CHANNEL Na AEISE
I FOBINSON FAMILY TRUST STONE DIRECTED. HORIZONTAL SCALE: 1" = 40'
AND ELMER & NANCY SEE DET,L SHEET 5-1
-ROBINSON EAST SAN SWR LAIERIAI
D.8. 7393 PG. PG. 0 BE ABANDONED
O T H II 4P a " - 8'
5242 ADDISON DR TO SEE DETAIL S 5-2 VERTICAL SCALE: 1 -
I F_ CONSTRUCTION1E411UNCE 1 a 1 U _ _ .
` V? I zE ? ?II i II
\ t8E%-10-3,32
aa _ aS-11o 330
.9
v Ih" sJS ON
185 r oo"?eROa nn mx
1521.4-A001:ON 17R I -? I I I STEPHEN J LYSOONS I L_ PROP 10' I I?m 4 lNP,
I \ -10'331 \ dERNADETE D. GIBBONS 1 1 -rAUL SAO Q9° l: I 523 ADDISON DR ` m e
1 JY WILLF_ B MARTIN \ D.8 6542 PG. 479 ( Fp es E'M
I I NEW GABION t' I ?Et `
J' REMOVE ANDREPLACE - \ DG 2260 PG. 359 5234ADD SON OR
FOO as F.vE
_ rv, >
FOOT SHEEP OS j 5 26 ADDIS OR A4
SEE
hy /
( J ` L - ?j?R
w i me \) FTN„ a 15 LF (115 BF)
REMOVE AN) REPLACE THREE GROUND GUY BRACES TO 1
fi
FOOT BFUDGE 'a-Top
SO '?^•^`? AINTAIN E%ISnNG 1? S ' , I SEE`DETAI SHET:I' DS \ OF ' e SOU pN P Iro&?
f e 1.1 1 " 3 c W I'S e t•
W Q ENCE UDAnGx \ / REMAIN - a
NErR REMAM "''? ?+
' _ ..? DURING CONSTRUCTION FOOT GRID
i
\ I
X
00 0: P RIP - soe \
b ,.._ RINAPLE CE _ - p RAP PROTECTION 5i
R
LF (30 BF) wDE cDNa-sAeN
\ ? t6
STA?Jff SANK 1 nagp r- PROP GABION WALL vl I I r-., \ \ - P
- Q \ W RMP EAR k?- P CONSTRUCT IN moor xl E / i u^ N.
e m m
f v w C a of EGrnxo rGrg,r V v`. A p?d qC a
J 50('/ p % 1..J,1 J ?. '.I m^xxT doss ..A? ?? a
REMOVE AND RESET -)
Ewl,t r
N ?u C J / na?u /PROP
^S ,. 1_.-4
CE I' MOW
-I` FEN?O!=08 Q / i
BEFNd ,?. •r-_
SDE iL
s SDE CHANNa -
U A `v X ?RN?? ?'° / v U
FlNAI TOP Fl-OF S
,OW puNNa Law
--RANIC(TYPICALI_ _n TI I PROP CLASS AIP-RAP SEIWEEN T NEWT OISNNEAR AND HYMN OCSTUDUTY \
GABfON WALL ?Cna .1ND CHANEL y - UyOER.WBR10GE,. b BBB'•? !'WA CAA I \ ?,J
STABILIZATION. 15 LF x FULL BANK ., j ¢ _ ?? \-' '1 \ - Z l H I'?I
HEIGHT x 18' DEPTH 51LT.FFIVCE / r RIMOVE 2 E%IST 30' RC' CULVERTS F+1 ?^
'\ \ a I / (?.YFlCAU /? (! \ S 7 EMST 42"RCP CULVERT. INSTALL Y O W Q
T ! Nr / PI C-CAST GONG SRIDC{ SIRUCNRE ^Ny
,t? $x STA S+fiO
BEGIN LOW J 5?',„ / tiY I SHE DETAIL SHEET B-J ?I
`? ? '? 4 \ ? pFREN FLOW. CHANNEL .( ? ?ils'aF ??"jlZi V I?
Gb'?'RwB) a'% ?r7WW
`\?\' \ en 1 REUOYE'OLD GABI r .125-12E W???yIly oa
?1 a (?
A WALL AND INS ALL' J1N i x ES AND
/ G !, I NNIFER PF n
ftESE 58TONE AS,
FLOOD EHEF TO REMAIN- / 3S. I386 PC. d2J
(SEE SHEET %-2J \\ , e \ .? .i IDIAEGTID ! l I _ 5250 ADYSCN
Ogg ago WESET \ p ?' `• '\ REMOVE
\/\ -' `? Y\ '? ¢ ( .,,ROCK LOW FLOW CHANNEL 1. N A'LL TREES NOT INDICATED TO BE REMOVTD NQff' N ?" W ?u-+ O
• \ e 1261 LF OF D
/ /-
pftDP..1q HaNL SHALL BE PROTECTED AND SAVED UNLESS WITHIN DRIPUNE OF ALL TREES Q O
BB14N 700 vv r !
ROAD / ? - OTHERWISE DIRECTED BY PROJECT INSPECTOR. GREATER THAN 12' IN DIAMETER A(,y Q E.I
n SKIR "F>3 °?a "> j •45O LF 2 SEE CROSS SECTIONS FOR CONSTRUC11ok oa asm DIRECTED EO PR? C ROOTE a
TIC o Jo7 'f em. \ \'•o a - ,__ ,.-. - \ •? e i ??,..? STAKING REFERENCE POINTS, CHANNEL WIDTi. SYSTEMS. ?J P;k
tsP
D NDRA GONZALES 1s-1X3 AND BANK SIDE SLOPES.
a. es t6 P.,.:07 ?^^` T JAMS'B',?ON • - CC REanvEmFm RLSnT- ^l'" ALSO SEE FIG 4C 3. CONTRACTOR TO LIMIT DISTURBANCE TO h
i ALLENDALE PL RU9Y RE NHARD M
i28 AINTAIN 84# V OF EAST-_ 7 REPLACE WHAT CAN BE STABILIZED DAILY.
S C , _11-5112 8PG „54 SEE DETAIL W
`BELL $W7N FENCE Y BEHIND TUB Win.: Vp .4 M
4'2su0m•`A,`HAL ^pOIE LOOAnON sHEt?0s M G
? ? '?? WCO
Figure 4c
PROP 6' WATER
RELOCATION -
> To ?ii1Ga01 BY x z - ._..
PSG Z >
+ Z,
PROB. 59 LF 60,
RCp,00.83S )
83',( 57: 1 f
MIN.

!.
- LOW ROW CHANNEL
GRADE FROM PROP HIGH FLOW CHANNEL

1ST SIORM=03
96
BOTTOM E CULVERT TO EXIST CMP? GRADE FROM PROP

ARCH PIPE CULVERTiro PROP 60'
.
R
TOP E%1ST'W 5.5-67132 + RpP

i t
i

dam: I
? I
3 0l
PROP. 80' RCP 9Ef HIp1C9
.. I
3 0
f
;
E?
ro I
"r"udJ
FLOW iHA
MLOW
I f < ? '.
m
_

o>
ni f ¢
I
_I
' J
,6+00 0+00 - -
?Z ROCK LOW FLOW CHANNEL. PIPE INSTALLATION
N PROP 4 M' ?S`. `\. ,, ` ® N
E)tlST CB 4 2
ST G BASIN 1'1
DUST
h A T6 STA 0H17
/ GRATE ELEV.=680.01
PROP IN WIT-676.51 lp
EWST IN IN=67i61 185-14,209 BRUCE OOHEN
I y I ? ,. ?1ROP. 1 " RCP, SEE EUZABE'H C64IEN
/ 7 - / "HEFT 2 FOR STORM ) 6. 12180 PG 6
OMAN E PROFILE 546 NOTllupw3 OR F. jij i y o R
EW 40-1^` / 1 5m Y as (yA j 9 f
_ J $ 8 PROP ENOWALL
r J :/ "7 t
;OL!' r ?I FPLAC 3 lF• t PROP0NV91N= 67? / f>}L BO' CMP _ _ I D '?'
LOW FLOW
CHANNEL 1/ 185-I0-32' I / D.B. L SG. 13
0.8"2195 PG. 137
-\' 4
50 LF« 153 LF a ,M YARBRO GH w ADi60N DA
Q EnnD. € TREES ARiIN 1T GANNON 535NOTRNGHAM DR
D s
L10.1N1 CANNON Q7 ?QF
FOR RAN8PLAN?NG IN AREA ALSO SEE FIG 46 0.6. 2401 PG. 145 ALSO SEE FIG 4h PROP. 36' RCP. SEE sE m.w a a
Rp ?Ra? L 531a ADDISON Da .?; HORIZONTAL SCALE: 1" = 40' By IN 1- l ' 1 Q' )? . aT • naa
SHEET 21 FOR STORM J? \N l
,r - 1 V 1 Q,. CC
DRAINAGE PROFILE
E 10' HAUL BOA
1 N \ ? / `\? ` p
VERTICAL SCALE: 1" = 8'
4 INLET ROTE0110
O (? ?? c ? ?A E
j6 REMOVE 51:h LF EXIST 6' WATER
B (TYPICAL) `i
__ ?E _,L h 1y' -` `q ONE INSTALL NEWPRESS Ll
OW 6' WATER WA1FR USE BELOW PAO GGGjjj
it
_ l' AND EXIST CULVERTS. SEE P? E.
_ 'wC' \v ,.? n OEr 1, ?F? ??"` ?,, ?•?` ._. ._ I \\ , SHEET 19 T REMOVE EX(ST-
_SDE STONE WALL
Ew REMOVE 254 LF-
'~I PEO ENDwau Ewsr 24' RCP
?OD
S E< DE' . ?„r?ar ` k \F\ P INV. ODT(NE?+873.oD \ 7
t.M F _? I S(1? } P INV. Olll E =973.71
ROP _ I F _ ;?. y \?,Y I ?$ INV. GVY(SW)-67280 /
RmwAGVE i CONC • - ___ _SpP: /e_- p? "^.. / 5 "' EXIST IN T(EE)=0727! /
CA .?? SDE ?` l RENH?A<(._p ,??A??\ \ `1Q..B S REM 6
v ,Ress$ U7? I wm -/ j'xrT s0e
3!! liT.
OSNRN4CE 4..Y ,.._. _..SQ(' S -=5??`:yo sV rR(• `? a \SDE ..? VE AND
(TYPICAL) ` DE „$?T A ? 5 ;A 294 lF EXIST \
v r m \ _ .\ STONE WALL ?v
W ?' ?- ,q6F.. "^ ?_ . v F
IN SO
SE pwEAm I V s,
LNCTHEAO I (?LoJ",
E DETAIL SH S2 - ¢z \ SOk T %?,K a'
![SYJ //
s) I 80--110325 f
LIMITS
1 ?O?SD \ - - - , HF'i 1O V PO':AvEY JA DISNRSAN8E
.gg''' NWpN 1 A " ?,' GINAE E, POOVEY
OA 1NRW a un.D?,ay 1 1 O'(S'N5378 Pc s ' (trwca.)
pRy T pc. OR / 310 ADDISON.DF Q„
17 OG!YT_?TONE? Edo
52 / 1 t , ?.. NO CONSTRUCTION WALL, EXTEND CONG PROP. 42' RCP, SEE
185-10-326 ` 1 r a CHAt III0,
SHEET 19 FOR S10RN
OOWS C RHODES WORK PR
OPPED ... ` i\
O r 10• DRaN#Gf PA
THIS PROPERTY ON -
'? 1 \ JOFIN .M 'Ho 'S
0.8. 8198 PG. 879 J?' 3/, S Q yl DASdv, P (?O?
5300 ADDlAN DP,
ELOCA7ED SAN SWR LATFNIALS 1 \\ \\//\\"//
FOR 5260 k 5258 ADDISON DR I
SEE SHEET S-2 FOR PLAN AND 't
PROFILE DATA
l
I. ALL TREES NOT INDICATED TO BE REMOVED
SHALL BE PROTECTED AND SAVED UNLESS I
OTHERWISE DIRECTED BY PROJECT INSPECTOR.
2, SEE CROSS SECTIONS FOR CONSTRUCTION
STAKING REFERENCE POINTS, CHANNEL WIDTH,
AND BANK SIDE SLOPES.
3. CONTRACTOR TO LIMIT DISTURBANCE
TO WHAT CAN BE STABILIZED DAILY.
4. SEE SHEETS U1- U3 FOR. UTILITY RELOCATION
PLAN AND PROFILE DATA.
5. CONTRACTOR SHALL SAW CUT ALL EXIST
PAVEMENT PRIOR TO REMOVAL, AND MINIMIZE
THE REMOVAL NECESSARY FOR PIPE/CULVERT
CONSTRUCTION.
"
Q _'-- --` -PROP_MayNOLE
PROP. 4 -lt
OP. SEE
ISHEET 19 FOR STORM 40'1
/ ... '?...5 DRAINAGE PROS c
-PEOLTfigCPSEEM
... I __.. .'" SHEE779-FOR 51'TRt'.
-DRAINAGE PRbFI
DATA
NOTE
WITHIN DRIPLWE OF ALL TREES
GREATER 7FAN 12' IN DIAMETER
SILT FENCE TO 9E SKIRTED DT STONE
OR AS DIRECTED TO PROTECT ROOT
SYSTEMS
PROP 15 RCP
j IN1'=676.43
1 SEE SHEET 32 FOR
STORM PROFILE OATA''
;
I

i PROF. 36' RCP-
/
I
?OR STORM
SEE SHEET 21 FF?
DRAMACf PRaFpE DATA
I
EXIST.
? S F W •tdJ .M
l?' [Sf [3 W
( ten/
? 4w ?? • G
NEAREST EXIST WATER
VALVE LOCATED 0
>a
90' W
t N
. aye. 0
p '102?NN
D. W
D 9 d
a dW pn Nr
h
? ON'1 ON<
a OI?L,000
3t0 UNf?D.
aX
W ~
Q W
3
W7ERSEC110N Gg ..?_
rnNGHAM ADDISON tW AND 'r 85-14X208
AIIpRWN OR DR (309± 4 LF) NELLIE 8 SKR'ON
_EXIST INV. IM-673.20 / YYjj LOWPBIE F
(IATEOE PLUG a i
/Jxv AND ABANDON
REMOVE AHDRESET
564 LF EXIST FENCE /
/ C T{- REMOVE AND
RESET 3
HEADWALL AND-?F?\ (/\\
LF MST ( \ \? - EIDS'i FE\E q C5 Flo U o
'w CIAP

19 G
PROPOSED RIP RAP SO
PROMPE CLASS I R9' RAP
D6ENIJONS: a'WxIO'IS12'0
COGRONATE WTH CHANNEL
IMPROVEMENTS
PROP GABION WALLS
SEE TYPICAL DETAIL
SHEET D3
RIP RAP APRON IN CHANNEL BED
10 LF
W ROW CHANNEL
IASE WIDTH.
IN WDLH AS SHOWN,
7REIAOVE-AND REPLACE
164 IF 24' RCP TURN PR OR 5
CONC. 60% CULVERT CONC.' E
WALL A
DR
50-1 OAAINM
ENDWALL
DEU1L SHEET 05
0+00
p INV.
\ NEW GABIONS
50 LF {100 BF}
so =Ii
, a
W
ANN
cap AA,,
r WW
?zw z
.YTrlr)E
S' FINE CA3T OM?yF
CULT, SEE
FOR STORM
No
PROFILE DATA C/,! ^ W ; O
N
t` Q M
? J
i
i
i
i
4+50
'E%IST16' WATER LINE TO BE
AELOCA70 SEE SHEET UT
'ROP 6' SAN SOUR
IEIACATBMI SEE SHEET Ui
r SS IN V- 679.24
'0: JRCf'-JNV-8 BOLL ...............
EXIST. GROUND
ELEV. (TYPICAL)

CHANNEL RESHAPING WITH ROCK TOE, AND EITHER

WRAPPED EARTH (COIR F
ABRIC) SOFT STABILIZATION REMOVE AND REPLACE PAVEMENT
J BIT. SURFACE COURSE SF 9.5A
Sr AGGREGATE BA SE COURSE

^ CB 7-7
' PRbNATCH B N PROP, 15`FRCP a
r SEE SHEET?T .!
N
195
14-208
NILE B SKELTOOR BIOENGINEERING W1 LIVE STAKES ALONG UPPER BANKS STA 5+i0fi1(SB \ STORM DRAI
STA 0+00 SE) -? FILE DATA
.,, ETHEL L
S 80
?87 •
- S
PG. 1
2
.., 54 AD PC. OR
00 AomsoN R i .

225 LF (450 BF) .
=§?

76

VV,
IN
IN( OUi )-6
76 „
,n

.

- R
.
113.
-'INV. IN(EJ68300.?
\\
\
,? -, ...-.. F., _.....,J TO STA
8+60" .,._ ...%-
HOD TOE OF E.
? REMOVE DGST.. MR,
^''
AND fit L
60' CMP^
U91E?
AaROUND
GUV 0 9OE OF `"•
EXIST IC 0 21 SLOPE
E BAt E
•,
7
.`
.
?
DITCH N LE MOVEH XFIAPoRAWLY
AND \ EW,
-1
WA
PROP
?.
68Z.

n

BY BE7J. SOUTH
INSFALI SOUTH O DIODE
$o A
PRIOR d0 CONSTR11CTIO I G END

REPLACE EXIST NEAOIVALL
LL
185?7.1-
TQ)
STA 4+96.54
ERT L SCXML
rv4N

-
$ CONS 110N- G OUND GUY W BE
F U,
REACA T ITS ORDINAL POSTION BY . _
wx x'e - /
9ElQS fl IERNON '
47 P
D
B 14280 PG
OSE INV. OUT=679.66
-
'
/ lY
.
.
RROpP
D
5410 ADDISON DA PRDWOE CL RAP PAD
ASS I RIP AAP

<

IMENSIM.

15"A43 18 ?
'
;
,.
O

1
REMOVE AND
REPA -054 LL

REMOVE EYJ \
HEADWALL REMOVE AND REESE

1fi5?lYEX1S7' FENCE
''

f
pA'1
T
E75 B'
.

10' HAULR G x ' `' e4
L
ROAD STA 6+35 TO STA 7+20

VE OF 10'BANK -A MULJ GRADE
TOP SA
BANK 01.5:1 &OPE
REMOVE AND REPLACE
SEE DETAIN, SHEET 05?; FOOT BRIDGE

S

W

_.^;EAST SS MH 1 2--:TA 0+00 O 'r
PROP HEADWALy
ET
IL SHEE
-D
O

P• . .'

1? I
,DIE'..

68- 1/ Z Au:
l A
S.
-
T
jj
IBM=677.72 j

{r? -,?
. iJ E715T.
a
TT N" roe PROPS •.`T--A EO •a ``P?•? / i ,/ nwvvaut•?Iwor `,

L !
\

50
/

Q?W` a?
,y A , r' iTA 7+95 70 B(A 8+6D NSTRNCDO4' CE
R?.
CB 7-4 1 C' _/
PR0.C°ACATiCIi_T7 TO. rvv, a1
T"'V"

\

s PROVIDE 6
CF
MNNFL %f01H,
GRADE BANK 6 2:1 SLOPE
3' I DRATEJ 686.6fi NfFT PAOIEC110N
_6 (rlP.ICAQ
548
P(0
?' NQ.ID 9 I
R / /
?' " v X SILj FEN -
17
? ^ INV. 6JT=6
_ INV IN 68500 PLUG-AND ABANO
?' EAST B'SS
y? H ALL, -
n ` (
P]CAL)1
'
S
-' ~
_
4 2y4 tf EYST 60
/ ^
4 0 ew eaf `
1 FAL RpAAINING fi0' CMP -' 7
. I I

?l / /
_'_ _
.
- i
RY sq
i IWS?iM1-2Cb /
SI.OttOFB1 .(: HOWES
RFSE 1BOt !F FENCE 1 V9. 3204 FC X8.3
OF B
NK
LF SETDND TOP
° _R04CIVE AND REPLACE
REMOVE 1303 L
100 LR IXIST 8' EXIST CMP
SANITARY NEWER. _
1 . - E- .
:
F
WiH OWABIE
M AL. PLUG AN0
NDON f
-- -
_
A
?
.-d99?QCD?h"'s
-N'
I ._
.
-f--
r .. s` -
RIP RAP APRON IN
- ?- E .
0
-

i

y 6+7
00 ST7+95
HaDroPaR6ANK,

CHANNEL BED/
ROR_ CATCH BASIN
-
840
CD SM
01
^\ /' "l CRADE BANT( 0 15:1
' t- - - - .
.
-
STA O+
B6
l1 SLOPE j
30 LF &_
03 ROBOT SM
?? 1? . a1x z x 'STA B+SS 1O STA 6+70 oF_
?.. 'C .
.
ow ORATE
=6 0
ELEV
' i
A /
PROVIDE CHANNEL WDN
SHOWN
GR
DE BANK T Al -'GRATE TYPE PROP SS MH 4
.
A
1.51 SLOPE
L 70 REPLACE
EtlST SS MH
MAINTAIN ETTST I STA 3+14
BELL SOUTH
POLE LOCATION
i cB 7-5
PRC7 CATCH BASIN'
/ ?/ / B !? -`)t STA 1+22

G f`"` `"'1 \ PROP SB MX 2
TO REPLACE &ST SS MR

4 \ ORATE ET.EV•680"0
INV OUT=694.40
r t STA 0+45

' In 1

165: 205
INV, IN=884.60
p .ANCS 1 O INLET P;

Y

x .

L7
.00.0 P OG. 722 1
D. AD SO R
S42C D CUN DR (TYPICAL)

(1YIHCAL)
--PROP. 6'x 5 BOX 1 1' t r REPLACE 1944 LF--'
CULVERT, SEE SHEET OF GUTTER
32 FOR STORM
DRAINAGE PROFILE PROP T8 LF PC 350 DIP
IN 12 LF 18' STL PIPE,

DATA
0150 WALL (TYPE III BEDDING) CATCH BASIN
'
I
..... Z
nm EXIST R0F3ND LINE NET .
w
GBHU+I lad. I
2 ,8mnm

?a?
3?
?.
?1 2j
?gad°o?Fd?wC?? )
r
I
?
??c?' 1?1Br
W
..,._.. _..... ?
1
S i n ma m ??<a
FC U
9<Nm02 222 !

m
.._..._..--2
-N NN:
U<rnmu2C?3_j
PRO
INV.P 15' RCP
IN°BB3.44

....... .............
I
. .,

- PROP.13' RCP SEE SHEET
JZ AQ PROFUS DATA!
(

Gsox
as lF BO' RCP
PROP.

ROP. fiS lF 4W'Ki.78'
HOFZ EUP RCP tl
PRO
x
.............
Figure 4d
685
89Q.
I
Ii 475_
I
i
670
I
a Do
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a ?
i o
mU m
n
GO$ m
as
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y ?I?LmOQ
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m° 1-
a W.
C7
0
NEAREST IXTS! WA7ER VALVE
2
0
06 /
1\ ,
18
-1
-1
EDCATEO 0 NdTERSECDAV OF BONNIE L JONES /
NOTTINGHAM OR AND ADDISON WESLEY G JONES
R (2384 ) .
0
9013 PG
607
6
?
,
.
.
EXIST M"'

STA 4 88 HORIZONTAL SCALE: 1 " = 40'
G
B
7
-2
P
T
A
0
30
RE BARN
c ELEV-687,

ERTICAL SCALE

"

'
INV. WT=
/ : = 8
INLET INLET
PROTECTION 165-10-1011
1 :zs NE (TYPICAL) DENNIS J IZ[t
VAPYANN LCIw
Af'
\ fx-d85SA / -?
i I
?Y `e'WR saie 5y 8 7-3
PROP
JUN
N BO(? '
O. 4157 PG. 15
B.
5427 ADDISON I;
, 7
0.54-
I
s
STA 0+00(W) I I

6875
RIM ELET - 7J
NV. OUT-680.05
\
l
MV. P'(S)=681.01 1
:
1
I
1
INV. IN(W)-68272
I
\ PROP 95 MH 6 1
STA 4+03
I
1
I
REPLACE 1454
V OF WTIFR
raxr
?\ I s wzal 1
1( I

BD1E
?
/
El \ WITHIN DRIPUNE OF ALL TREES r °
PROP UOUTY
1
j
FE
12' IN DIAMETER

a
r ?
1
M1 3
15'
RCP 0 269f1
T 1 SILT
N
S
FENCE E TO TO SKIRTED IW IN SO
OR °R
DIRECTED TO Pft01EC7 ROOT OT
w
-o x f•
V
10
1 NDE 15' 7 INTO 48'%
FE
PRO
\ \
"
? TE
SYSTEMS

U a
s ?
76{ H?1Z EWP RCP I
' (
r
1[p G
15
INV IN- 68544
? J r
4 oB1615 b
\
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6 S
S7A 3+55

J

0
HW, 7-2 I i i
PROP HEAD WALT- ,O o Im N
1 .3
I N ' STA 6+DS54 ,?-' d o
{ r INV. IN 681 A 0 per' { z v7 u m C ,;
E? ?.SD? ?_ S JFV
(
7 ? co
o
1
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' I PRA° fi' PROP WILLOW 1
WATER,LNE F STAMNG iNn
,i W rq•ti RELOC0.7WN F?
IP
SDE = PROP WRAPPED
ILIZATION
?/%\?/i\//?i '?7-y+W
LOIYr?R2 GAS (?' .F r l? ` f '_W SSTTASTABRTH
r , r wr , r ' `'WEly PNC)„
0 a
(40 Z
Q I iI cps 1 ,S" PROP 1e LrFAC 350_OIP T W ZW

Z T asj 18
Sil PI
olso 0me1e®Dluc) nI
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GRATE El"V 68950
ti'
GRATE p
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c O 1
Q I
Pv1A`' RCP ,,
,,
OU T 6850° \ ?.
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U
S,-
\\
iRO NEAREST,EOST WATER VALVE

I
TERS
CTION
F
oll
.r \ LOCATED O
N
E
O
ROSINH00D RO AND DE'4ERON
6
N
I, DR (A7U'6F)` 185-10-110
M L
r
I
MI , 0 DE 97 PG 5
5451 ADDISON DQ
m
"'mob ?:) I -.

REPLACE 254 IF
OF GUTTER - '
Z O
AOgg? A
??~ d
W
? ? 0 M
1+00 2+00
RIP RAP IN CHA
MATCH LIlVE SEESBEET B
7
I? 1 / / f 1@F «? y ?'/
RCWERTFfORO I I '?o: l T '1 1?A7
G4RtuMV ri arNfoav wF ? I i ? ?
DEED. 7926-748 j ? ,4 r r! ? ?54$7 A00150y OR. I t ', fA !1
1 F , / 9?? ?? 5 1L J
M
L r/ y'
y
iw i 0 /at?•7??'if 4r0-
r
f Y r "„ _
?\ V ! ¢ 1 E °
PROPOSED RIP RAP PPDI
J
12W x 26L bI b 1 785-10-112
I yi 09. 9624 PG. 716
?\ J M y I )>) l j 5610 ROBINH00D RD
H'w 8!,?1 \ \ I -n REM VE 153 LF MaST. 36'
\ Pp01CHFADWALL. 110 &F 1'"L'p ;C7LF)U- REMAI G PIPE E 0+w In2L elrn - J
WINM lb \ - EX( ?/ JM (4"HLA7 I PPG AND ABAN - - - DOW
!STA hTF21. ( M '..8 CS 8-IA
I -> EXIST )=6Fd7?B0 $ /- 6 OYE LFI PROP CATCH BASIN
1 !M'M STA 10+46.45
PFOP IVY OU?T(N =68778 / r e JW IWE / GRATE ELEV..= 69455
emr \ ( I 1 IX/ ALL NEW P E53: INV. OUT- 687.85
° s I X@C350-DIP e/ A r BIV. IN= 688.00
mesa .. \ M320002 B M AM rc E AELON yROP
I. 146813746\ ,J:j 5 'gyp / ?' REMOVE 304 IF DUST.
36' RCP, FILL REMAINING
NNEL (26 LF) PIPE W/FLOWABIE
rT _¢h - g rN MATERIAL, PLUG AND
= -? ABANDON
T
_. /,- --i1FA? 5T=ST WATER VMEA7 ?'' we- e
En
- 7[(I O IMER D N 0+F (' _ _
?Of(Y71213 LE) - -
` ?_ ....- .. 'sex
i ?
Mal
$ A `
j / 8 SA R
N SVR J•
v 0+,n .)5aae
V
y ?r a
I r HR14?Y6 ,517_. ? /:
CU Y
(? A'taBERC 0 GG Y
j? JfEO. 9701 n 8
?l :fi13 k081NN000 RO,
\I
Figure 4e
i PROP. 48' RCP
6 6AN6WR ?ROBINHOOD?ROAD r0+ ?"?,
s c 8 5AN SWR r c
FIJMOVE PNO R 90
g 05A
a15
I I
PROP. 7111E
48• RCP 0
. O rte. _
4 m°°
+2Cnde¢?
I
"??'"
tltl
•
"osa,

-EXIST U" WATER
Irrv•9BDe9

1

?ISiT?\\S%RE - - - _,
`EXIST 35, RCP7i
- - - -PROP. 91 IF 48`IRCP 00.50%
J
PROP a WA U
RELOCATION NM 1,
VERTICAL CE
EXIST. 8' 11
NV=681.6
EXIST. GROUND
EItV, (Trv)
10+00
11+00

m a?x a Ta

0 i"? g sm a?°
?=
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I ?mnm"' so
2
I

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ow zz
o
?$?
mw
a ?°dgomw
o wni
<c °9°6
a h
3 nn Ni_IN z3ari! zonwa Ef zW3zz
c ?
EXIST 110010=NEI__-
? ,-_
'
'
.?--_-- L-- E'UYf t OAS LINE i0 BE
MOCAIED(BY ODERS)
L1.1

61r HO
PROP. c 00.
550% R.

-- ?'
PROP. 117 LE 41Y RCP 0 050%

PROP. 110 LF 48 RCP 00.50% qOP 15. RCP W
(n
1 EXIST]35- RCP , _ EfI
- 185-10-114
CYNTHIA E RAYNER
185-;0-113 DEED: 9295-0.5
JANE( F 80.1PSON I I 5568 R09INhGOD RD.
O.B. 10774 PG 311 1
5600 RORMHOOD RD
I I I ?.
I _j I - - - - - - - 1
------
CB83
PROP CATCH BASIN TO
REPLACE EXIST CATCH BASIN
RA N+57.47.45
GRATE ELEV.=695.13
1 NV. INT689.700
I
PROP. 13' RCA
I SHEE SHEET 32 FOR
STOW CRAINAGE CB 8-5
PROFILE DATA
LET PA01¢CRON PROP CATCH BASIN
11NLAL) STA D+16
GRATE ELEV. 698.90
a Fx INV. WT= 69350 -
-REMOVE 403 IF EXIST 6'
?y WAIZR VALVE
EfIST. 36' RCP - -
nrze
w RMm ,. 3 rcwss '
W 1-T
PROP 58 MH 9 i
?5(A 0}90 i ( ? w ? _ AMCs
8" SAN SWR
SS--S?--S a SAN swR ? f. g?_-SS SS- SS---SS--
NOR. 3'x fiB` LF OF E 1333
NOR. P)UPRCAL RCA LP BUTTER
IF EXIST. BSA ITARY ?' I - - - - - - --? < _
N t-.wv. 0+i . seua SEWER SEE SHEfET U2
-v (J V EPST, G S
$.. , MT. Ni G PA . 48 RCPT- ! I J? 0+v
EXIST. 88 do4AI
e x - - -
STA 0+00
PROP CHANNEL e'F JB e-1
F IMPROVEMENTS SEE ?'' y?yys 0 I PROP JUNCTION 60%
SHEET 10 FOR PLAN .S N. sml ., 1 II v(Y NCDOT SID. 84054 MODIFIED
i (INSIDE 01A 5'-10' SQUARE)
W AND PROFILE DATA l „n IN w =bed j \? ??" sT r
STA 12+87.45=
INLET PROTECTION vv wi. asl. z if o• I STA 0+00(N)
F X PROP 18 (IF PC 350 ON / (TYPICAL) `t RELOCATE 6&i.LF ( ,v RIM BtY.= 88850
(TYPE III BEDDING) INV. OUT = 690.b
CSI e-4 EAST. Y BY P. I I f BLV. N(N)= 69290
'? I I ( PROP CAIW Bk9N TO RELOCATE/ADJUST `.. rjt INV. N(E)= 690.40 18515110
REPLACE CATCH BASN \ WATER METERS REPLACE 133 LF KERN I ?IL RN/!q
W r j S A 11+7.45 DIRECTED 0YP.) OF SIDEWALK t
,??dMM? ( 1 1 UMIIS OF OFD. 01610-5 41
I•' I } 5' ;-'-526 GRATE F]FV= 6956 185-15-525
- 5575 R0=INNCOD RD.
Z) Q TIY MAYE STOREY. PROP IN V. OUT 689.90 Nq?!?kJ PPly I QI DISTURBANCE 1 I QED. 3793-460 E05LINV. M(E) 681.12 AIRM PAUN 69S \ SILT FELCE (TIRICN.)
56'1 R08MVh00DJ70 PROP INV. INBVEN 888.90 78 38bG 'G. 178 0+v 0+r" 'C I I
388 5601 ROBWHGOD RD 2
ZI Q /
F MATCH LINE STA 13+50 SEE SHEET 11
? N
I +
j ?

I ?

I ?

U

m%
..?____. _ .__.-__.. a
.- .?__..... _.
.?_._..._._._.
. .675
13+00
NOTE:
WITHIN 0 IPUNE OF ALL TREES
GREATER THAN 12• N DIAMETER
SILT FENCE TO BE SKIRTED IN STONE
OR AS DIRECTED 10 PROTECT ROOT
SYSTEMS.
NOTES:
1. ALL TREES NOT INDICATED TO BE REMOVED
SHALL BE PROTECTED AND SAVED UNLESS
OTHERIMSE DIRECTED BY PROJECT INSPECTOR.
2. SEE CROSS SECTIONS FOR CONSTRUCTION
STAKING REFERENCE POINTS, CHANNEL WIDTH,
AND BANK SIDE SLOPES.
3. CONTRACTOR TO LIMIT DISTURBANCE TO
WHAT CAN BE STABILIZED DAILY.
4, SEE SHEETS UI-U3 FOR UTILITY RELOCATION
PLAN AND PROFILE DATA.
9 °
C
0
m°z m
A 15
J 15
GC? H"02m?N
Wrc"'i7Nn°
a OJT o'm
W OM ONtX
? 01. rm OQ
3m UNrtl
a WALE
a
CD
CD
3
SS ? o
M x ? ? D
?e0 m m
?@2
?o ,? ¢I0+ ¢IC
w I°? I°e
as is
Q?hE ? W
??W a A
e?? goo
°g0+ 4
°? a a
? I O N
M
i
i
i
i
Figure 4f
I I I I
I
\18O I
AEOVE CHA i
? o I I 14 ?eoTTaN?Sr tq
mn !
.............
.
'I... _
yy E Wq o ?g`n'°; _ ?8 S ! a?E CHANNEL
zz d
4' s i°w 't? I F j,''-l I
80
16
sa tn?iHIS G z"3 s zmF?ze__ , z?nPb I I
j EXIST. GROUND
UNE i
I! I /i?'? / I to H?
rc
.___.___.._------- ..
I ??5 z
OV
. ???
Adel?
arc
0
P/
?/' I 1 I
z+ CPe j
?? vD5 ? I i I I I
I
I' T - - '-
I EXIST. CAOUhD
PRDP tG P ELEV. (r(PICAL, 1\1 I
24' CPP B \?i 1
0, Ox
EXIST 42' CUP `•?
0+00 1+00- 2+00 3+00 4+00 5+00 -
Al HORIZONTAL SCALE: 1"=40'
x,
J m6 N ' rgs
JOAN HL NG wrHoQYS ?- - - - CHANNEL RESHAPING AND BIOENGINEERING- ! A-F VERTICAL SCALE: 1" = 8'
I D I
-- T CEO, r5126
!T-?5-131 / ACUTE POST8
,5926 GR E PoST RD.
VIN ,.....- RD. H. AQWMS B/E
EEO: 0000-CCO
uA4 0. 0. CEEB (N Om 1n
R. CEEB 6 1 ,BS-IS-!s9 DEED: aoB!228 0,015 ACRE (328 LF)
J95B GATE POST RD.
I GM1RY.M. 3ULLIVAN
SEED: I2BJl-'17 :AU.PEEN N. SULUVAN YA' 5942 GATE POST RD,
318 CA>F PO DEED: 6180-579
4a
O' 5934 GA T.- RQf7 R0. 007E;
1 ALSO SEE FIG 49,
VATHIN ORIPLINE OF ALL TREES
EW 9-* Y ..? 1r PROP ENDWALL GREATER THAN IV IN DIAMETER
/ RIU16 Q' j N / 1 1 SILT FENCE TO BE SKIRTED IN STONE
Mik / 4-7 70 REPLACE E10Si HEADWALL
"f N I 1 MH 9rS / 1 STA 2482 OR AS DIRECTED TO PROTECT ROOT
OIE a I I` PROP MANHOLE INV. N- 719.90 SYSTEMS
STA 0}00 ?11
STA`t+TS xA P I:OCI(
?AO
REMOVE AND REPLACE
RIM ELEV.- 70E,?y RILL DEN= 777.92 ,` ' BRIDGE F00T SS VANE
NV'glim 707.70 II 11. 71700 1
1 SDETAIL. HEET 05 V(0) ?L)
N($- 70495 Vf IF. R1apINV. IN= OUT* FOOT SEE RO
i?N ; \ tall WITS OF 06NRBP7&E
RDA /NV.
lR7o?s w 5? M 0- OVE @ ''k \pn3*u ' 3 ( l P'ru) %'n G
I I PROP. '+R 1t •' EX7 FENCE I ? J M c ' m
24'CAP '1a f. aLC,I I la- t 1ea -. Ii w! °? _ o u aI F.
'/ REM6VE NND ?5 }NP .?. % `.,' ,• d , ',"a . 1J ///• t ` (y < p
(?q RISET J9t IF 3 /.''/ U! - RE1doV A "Na. f _ t / I7' I T "
'EKzT . FENCE RESET 94S If 1
0
P,RDTmna4- ^'k a L?? e ?? 5DE "M1 sHeo ° IF'`,
- n
ICAI
1A u:n n 0 r' r SD E'<_'-' SqE SDE SOE', g? . A o-' P n .wmrrcna N.! l n: s - IP ---J P ?W
i/? T 0 PROP 4,? A. ._ - ? ? ? ti• ? m Lu J - ?0v '_ _?- t? ?' ? I ?g ° ?" I r
i m a;,` m?e i E\ E-.r a"'='o UoI O
SD TAN ?$TREMH' W °!z ?Ic
?'. P R E ? \ al
3 12
m ` J •? ? Hm . ,. ;? . _ 1,..... T ` _ ?:.. ITTEN s _I <
1 N
n ° s REMOVE 1871 REMO2 INTERN J1 ?a
ti .. le 1 t 1. E70SENCE
`w 01J l H?? t SD ?•
-T J lcmpl, sEn? sy F:` " ?. `w' ?. ???? .!hL yr 1 ? °,?
\? !. -I'?. \ °f ?1°^ \ * ('"o Cl t,, I:?? \ n uJ` ! ,,I ` t 1 F-I (7,? Ix' s
e• _ ? ? Q TVIi r?7 F
\ RELOCATE SHED
MH 9-2 7.Imn EHNO SDE I / T°e .\ Z ° z 1 ` V l/ ?? Z
5?B \ y i1 a ` - I ` °R I e'V W
PROP MANHOLE "AS10CA SH 1 RELOCATE 9Hm / /
STA 0+10 \ 5' BENIN SO S' BEHIND SCE _ L FINAL TOP 1 ( 0?
fa PROPOSED CHANNEL SHALL FOLLOW 705.0 OF BAN RM ELEV. roS
NV. IN= 7055.25 .250' - 1 r E)O NO CHANNEL HORIZONTAL. 0 H
NV. OUT-
SILT FENCE / ALIGNMENT (I
10' ACESS ROAD SEE SHEET 6'0]Ei 3' BASE TN 21 OR SECIIONNL SHEET 02 FOR CROSS a y Q
\ 30 FOR NLL PLAN MEW CONTRACTOR N USE FX7XEME CAUTION SEE DETAIL I A O ^
WHEN NCAVATING NEAR WAERGRWNO TREATMENTS 1q
LTECIAIG 1ElEPHONE ANO L
r V. CA81E5.
CONSTRUCTION ENTRANCE ANIEiCAVA7RAP'di[r9E AEOUTAm m w
O F'? z
I F
a s
NC SF]iNCE - - r+ CI w
J L \ - - J ,85-15-!51 CROSS VANE GRADE CONTROL STRUCTURES I 165-15-155 QO
L F- ?`
...-.__. ..._.- .._ OAwD P. KETf IAdI
(..I E.I
I 4 C
1B5-IS _ _ 31 WANLY H. EP. A
BARRY D. - I' 185-15-152 .53
;GT 7 JAMES ROBERT FxWEN DEED: iY57-396
97A R If 185-?5-T50 R1LUAbl L hYn7UR0 w'+ STEPHEN CUBITS 89LNWl ( ) : INSPECTOR 715 RA&NA R0.
( DIAh's' `N. 570CXER XF I 0,002 ACRE 40 LF//
to STOCKER
BF N. ,9A('^.OR . W. MARGARET f. l5001AR0 JENNIFER SURFON I DEBORAH A, WCDE (N/117 H
OEE1i: 5597- MEiODY ?. B.aGGO,T Y? 0< 5925 =: DeA9313ERaM -J DR
69 DEED: 5914-975 2 _LIZEO DN(.Y 3ANCE TO L GEED: 11750-N
s9cs DEVERDN OR. 9Fm: m36-27G . I 5933 DevEacv OR. AT CAN AE 5 ABI. .5341 DEMTON DR.
55I f I 5917 DEV, ON DR. ? \ W
x
i
i
i
i
i
Figure 4g
tij,
?? .755
5E t$ f mE"?w " ?? ????aF ,.. <° <s. c+ S;aSx'•riy' We Sm^'°W $ s ? ?-
e ee ..,?ee ? W>W wpp !d •• i• j ?m On ? ?m Iom?n^? S ?a B Y ;h0+ ;F:
?1 NSH Sla°2LE'F R"< tl F 3"" 4" Nmx W" II"
'J$ qa • $°?=z la Sio
as = iorci>•n < $ » gg i' a< rc ,Jo° a a a gg rc a
xa ?_ nzC,?ze3? "?z°_ S ?fn$z6??6 B??Ys$?$sE E?aiGSi°>zz C'i?$iu==3 ®1??auio>z_$
• 1 _ __ ......_ _! ISE. GROUND UNE - I F O 2 m m N
I? 1 + ?wMN0
745
------
i 0D.°000
ED
I -' r a 3oNn
j
aR. 47 LF t0• CLASS I% 'RCP
q 505 W
' PROP, 65 LF 18' CLASS IV AT 00.301 PROP. 66 IF 10' MASS IV RCP 0 0 SOR PROP. fi4 i6 CLASS N ACP ®0.505 p I
A
ry RO? a
_.._? ..??.____ __ ?_ _. _.._.. ___... _ -.__4.7?,.zvG??___ L...._._._._____..-_. .. L __ +J
vO%
DUST. O TO B 0• WATER UNE !
OA
z4• 0 1.005 1 TO BE Lo6ER6.n _ I - i- - - - --? I -
-I- ---'-- - -----
I PaoP. 9s IF I _ -t I I
CASTUNE 'I 1 - - - - - - EAST. 30' WATER ),WN- - - -J
_.__ _. ...____ ?.. .. ..._.. .. _._... _ _... .. ....... _ _.. .,.......__ _ r k-j
PROP. S LF _._ . . 735
ioS? p CRA.E EIR
IXSf30 (TYPICAL) WATER UM
G+00 1+00.__ _._2+00 3 4+00MATCH LINE SEE SHEET 12
Y
I i - - - -" TO REPLACE ExIar
HEALWXLt
A O+Oa
i
LAtl 6
.
UNIMPORTANT INTERMITTENT STREAM H
sn
>u I \
V
x?
P
]'S RAAA RD
PROPOSED RIP RAP PAD
PROVIDE CLASS 1 RIP RAP '
I
J\
?,_ if
bmENSens-s.'W,27?h„a'D_
L _ «K
?-
REMOVE 10 LF OF
DOST PIPE, PLUG
AND
AND ABANDON

T
'
-
I
2,
CB 16-1 PROP CB Rl REPACE
EMST CS
STA 1+01
CRATE ELEV. - 743.40
0N. OUT ELEV.- 736.17
0N. IN ELEV.= 738.37
x
RE14OVE 44+ LF
ENST. IS' RCP
r
NEIIEST EYJST WATER VATVE
LOCATED p INITRSEC110N Of f
RAMA RD. AND DEVERON DR G
(2938 IF)
DBL CB 15-2
PROP DOME CATCH
BASIN TO REPACE-
EXISi CATflH OASN
STA 1+47
GRATE ELEV.-74157
INV. OUT=739.94
I NV. IN=740.44
o,
fR ` IMPROVE
S CHANNEL RESHAPING AND BIOENGINEERING
'PROP. 24' RCP 0.015 AC. (328 LF)
1 ALSO SEE FIG 4t
o"N""? I
PROP MANH0.E
STA 0+05
AIM ELEV.= 739.00 I? /
IINV. OUT. 736.10
INV. IN- 735.10./
REd OVE 15 IF 01 EXIST
PIPE. PLUG AND ABANDON

REMOVE FIST DI•
PLUG E4ST AS DON PIPES AND NO
TERIALPiPE
CMP, FILL REMAINING
WAND % ABABLE M1UTFAW.
NCODf SM. 84071

INLET PROTECTION Ea x?N"%
PIPE IN
1 ,L
?? 11 1 HORIZONTAL SCALE: 1 ° = 40
185-15-120 --
.3 I
I > A Iil ALFA 6581-57.3
m iI RAdlAAD. VERTICAL SCALE: 1" = 8'
I A?1 0 ll
1 D
G
G /
O
?I 1Aa w/, G ?' , RAMA ROAD
w? ?Z
z°
W G ,/ <
4/ ' ?! \N-mil
? Vd
,I I -:IVJ
MPICAL)
r vl t?
PE YLIIh ?/ ICI %! /M.,.. C
W W? _ ?G 9I, ?I?G? u
W 'N YJ-- Wmr uL6,s of - \ o_ ^I G . ,? ?% S 1 y
DISUR&4YCE
RAMA ROAD REPLACE 253t mP1Gw = GI ?--
lF aF WRB G
G r AND
° ?DEWA x -?- / KF NOTES'
G
I_ - .. _ . _>r a PROP. -10 M7 _ GI I ZW r
1+1
6 PApq 18 RCP !-- PROP. 18' RCP -r f PROP. iB' ACP II D I ,. a? x.m 1. ALL TREES NOT INDICATED TO BE REMOVED I O ?? ,?1
SHALL BE PROTECTED AND SAVED UNLESS ?I a ?Z `N
O711ER'M DIRECTED ECTED BY PROJECT INSPECTOR. W
? o
? I W
5 . 2. CONTRACTOR TO LIMIT DISTURBANCE TO
y k IV \ \ WHAT CAN 6E STABILIZED DAILY. H ??-
Ur)
-6
PRO15 P CATCH BASIN 12,
-' - • `n STA 3+42 I NODE, A
WATER MT/ADJUST EPS AS . NI GRATE V ut ae. 77ai?2 1" I O Z
RELOCATE a KiER O g
1 ?? S PROP DO -6.,CR1CH WITHIN OWPWNE OF ALL TREED ?A
15-4 V( ?COTT
DIRECTED MI-)- INV. IN ELEV.= 741.62 185-05-115 BASIN TO AEPUCE V D 1 GREATER THAN 12° IN 010.ME'.FA
.
_ \ I 'V' SILT FENCE TO BE SKIRTED III STONE A7E 6221-6
Alip ENTERPRISES !11C FA agST CATCH BASIN \I OR AS DIRECTED TO PROTECT ROOT CAif P05T ?0. ' o .
PROP CATCH BASIN
C 3+BB
LOWER EXIST 8' WATER STA 2+78 DEED.. 2664-606 STA
` A C O O
LINE PRONDE 6000 GATE P057' R0. GRATE E1E _7N.16 1 I 1 I SYSTEMS.
a
r/ RESIRAINED PINTS GRATE ELEV. , 4.45 INV. OUi-041.93 :? i 111, I r? aV. OUT =740.20 F-0 -A
.30
LENGTH OF RELOCATION INV. 41.30
CB 15-5 IN-741
PROP CATCH BASIN
STA 2+12
GRATE ELEV.=744.28
IN V. OUT 740.77
NV. IN-740.07
?&0 v) ?loM

i
i
VicI
m?aG n I PROP GRADE
I
I ? I
1 EXIST 36 PIPE T( BE REMOVED
y ?.. PROP. 219 IF 3B' PCP 0 O.B9x
Figure 4h
ag 3 °uT' m
.81;5181 . t,
i I l
EXIST '6
,T
I
N
- r- - N
EK1911 36 PIPE 1-
PIPE ' W
W
----- ! W
Y)
?
? z
I I

I I ? I i
I i I I I ! I !?
J

•= a
PoII I
I
2+00
EXIST, GROUND o
ELEV. (TYP)
z
F
•. I I
PROP 24" RCP 4-1
SEE SHEET 1B FOR PROP wDWALL
PROFFILEODATA. E STA. 0+00 PIPE INSTALLATION
PROP INV. OUT(NE)-67.3.00
PROP INV. OUT(SE)-67421
PROP INV. OUT(SW)=61290
SEE SHEET 7 EXIST INV.OUrM=67x7 153 LF
,T F 0 ?` \ an SACNFFILL AREA W/BORROW
I ?' . SEy MATERIAL TO LEVEL OF
?{ ^ 2 & TARO, GRADE TO DRAW S ALSO SEE FIG 4c 1 ;,111
?- ? I? ? ' 1as-1o-3zN RR
MH 4-1 -/
PROP MANHOLE /
I
PROP 60' RCP
SEE SHEET 7 FOR

r
STORM DRAINAGE 4
PROFILE DATA tl//,?7
?M {
EW 40-1
PR EN
wOWA11

1.

EW 50-1
PROP ENDWALL TO
REPLACE EXIST EHDWAE _ R

rq
\

PROP. 3'X6' box ?
CULVERf? SFE SHEET I
32 FOR STORM
0
Po9NADE PROFILE

l
DATA

I?
7
u
?J
.I
SEE SH
l SYiv w? '?`., Oo'. REMOVE 30-1
EXIST SARU1 M YARBI?UGH / 1 `,,?
Sf D 6. 1932 PG 2
ky? -?,V, WALL j 535 N07T.NGHAM DR 195-10-323 AOP CATCH BASIN TO '
N? t MARK 0. CROWMER REEPfACE EXIST. CATCH BASIN 1 11?
DE FD: 1263-549
. !._ -•p I JB 30-1 1 5726 AOD0ASON DR 5TA 3+72 t
OA \ PROP AINCTION BOX ( `E%IST INV. GRATE ETEW=665.05
J ?)?AA'ax 6TA 1+57 pRW OUT=679.15 1
?'§o •Yr r - AIM EIEV.=6B200 ST WV. IN-67995
IN OUT-677.00
*r? INV. IN.677.20 ` LIMITS OF
,\.. /? .....L.. `N- , DISTURBANCE '
v1
REMOVE AND RESET
' 1q , Ta, \ \ \ rcC,ITS? ?q... } / PENCE r e9IN1%
0E
..
sc M1 -\ eh \ R ? .,. 6
?oA
E".
.6 <A \ J?? PROP 36" RCP
P u\ g?? ? \ O ? ,? rl 36?E = /? SOE SDE?B, / rr fYc -
l-
In7' INLET PROTECTION Fa, \\ .... r / / 81 5 n \ +! "? ,af l)
_??•/"1 \ C \? ' r C,REMOVE 2192 LF ./ / y..
I ?-
MIT 11 5P
i sill] lT FENCE.- oISfL' i u0'"" A
• c ? /' ?y i ? Fes) ? - 5-?°,??
I -10-J22
85
--?` LOUIS JACKSON HART
DEED: «959-605
1
3576 ADDISON'OR-/
185-74-209/ ' `? T\\ /; J \ \ '
aPUCE GDg6rf ?,
IL; 2 2Q
46 NLl71NGWA OR
CR " r \ \
65-14_209 a J.
I/ \ ITELL.E a SNEfiCN ' L,.\\ T? \ \ ( I
siFlEl ? SKECTON I
\,1 4 \q`'a? S / ' swo2tFD?DS'6ON ae 7 \ i ? \ 'L,,y \ \ I
9 \$
\ / r 4 /a • y A L
EXIST GROUND' UWE
I
Q

.... 1660
0+50
g ti -HORIZONTAL SCALE: 1"=40'
n It 8211
lAMERINE E SIEPHENSON RCS VERTICAL SCALE: 1" = 8'
Q 1?
LESLEY A. BROAN
. BRON4l .
N 1 DEED. . 11484-857
Q 1` 5735 AOWSON DR.
Z
1
1
1 1
NN
d
A 1?
,m 117a 1
.
IN
1 II
?'
/
1
SIDE -- SIDE
IT ;m- /

4
J/
.
,
LinN D
07T-1
"pr.s, W
.
it
. U

D 0
C
m
U
m r
aoo aui
JO2NN0
? Ku.u MyjO
111 I;
"`ANNA ?M ON?%
al ?n rm0¢
moana
F
a
0
0

I ?a a
I a
I I U II I !$5-10-7iI ZAO z
?+ fl TONYA WORELOCK f?II? CAI
1 4J 13IJ5_527 O a L^ `y
' I 5j4J ADdSQV 0.4.
N 44 F Q
N9L; ??y)
(? I I NATHAN ORIPUNE OF ALL TREES I••I
GREATER THAN 12" IN DIAMETER
\ SILT FENCE TO BE SKIRTED IN STONE
OR AS DIRECTED TO PROTECT ROOT
7 /f SYSTEMS.

N I Q (?
i
i
i
MST. GROUND
EXIST. CL'OF DITCH

?MI EXIST. CRCONO------
0+50
Figure 4i
--.-..-I- ..._-_...... _?....
1+CO
2+00 7+00 0+00 1+00 1450
/ t A\1 LEGEND
185-10-111
KATHERIN
LESLE E E ASTEPHENSON . BROWN R/5 PROP WLLOW
1 DEED.EEP.Y1 STAKING
111) D 1148?-SS.i
1 53.15 A00190N DR.
PROP WRAPPED
EARTH
1 STABIUZATION I-
'CLASS I RIP RAP 0 EXgT
11'x` PIPE ENO FINAL TOP °•
H B'W X .1L % 18'0 ' OF BANK
'.
N CONsiAll BASE
F ` \ NCRCK Dill TCX 2:9-,%DE
J1 SLOP 1. ?;,
W \ J / / ` DAE OE7AI AQ,- TYPICAL OETAILr - ?? pNJf °'
to EET DI .\ e . \
r
W _ SDE` II ' \ S O o
jo f
IMPORTANT INTERMITTENT
_ AA
Fa SDE - SDE z E
F•L(^ --?'? LIMITS DF O .
C15NRBANCE
1L-It _..I Qw,,,Q' r
SILT FENCE ./
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HOLD EXIST. TOP OF BANK FRCM - ,
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SAVE TREES .. J
MOVE CHANNEL NORTHWEST TO i O
CONSIRUCL SEE TYPICAL SECTION. N }
SHEET D2 •85-10-211 N I IN
DEEn'u05-52 CO TRACT ? -
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WRAPPED EARTH (COIR FABRIC) SOFT STABILIZATION'
OR BIOENGINEERING W! LIVESTAKES ALONG UPPER BANKS
230 LF (460 BF)
CROSS VANE

GRADE CONTROL ST RUCTURES

16 LF

RIP RAP APRONS /

MAINTAIN EST. NEL
CENTERLINE HOR TAL AND
31
VERTICAL All ENT FROM /
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i85
JAM
ES J. KRIZEK
`PATRICIA L. KRIZEK SP 1
5
6

ROCK'diOss BEHIND A SIE',•mt

CONTRACTOR TO FIELD DEED 107
2-51
1
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?VdYL VERIFY LOCATION
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VERTICAL SCALE: 1' _ $'.

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PA CLASS 1 AIF R 1 E r ?
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4)
1. ALL TREES NOT INDICATED TO BE REMOVED ?a
SHALL BE PROTECTED AND SAVED UNLESS Ey
Wx ° ?D e 1 z OTHERWISE DIRECTED BY PROJECT INSPECTOR. z Z a
`\ Na . Sp \L dies-10-z10 \ )a 2. CONTRACTOR TO LIMIT DISTURBANCE TO OOH W A
,/??\•.\
-•{,., ?? 4 •? 1 uELINIF GUI NdMAt" ?i WHAT CAN BE STABILIZED DAILY. z
` ..' - 'IS ?§?, i' u• DEED: 10001-216 W f 1 W 0 Q
J J `5418 R00INH000 R0 W
IL TOP tom' M'e? ®Ax
BANK f V/ REMOVE AND RESET tr, (? r ry
/FENCE EAISDNO ,,,r ° A WITHIN DRIPLWE OF ALL TREES ^ J,y4 z
GREATER THAN 12' IN DIAMETER
,3 70aACP I} J ?? .`•.`?. ,\ SILT FENCE TO BE SKIRTED IN STONE Z M C. z Q
7ROPOSE7 RAP PAD OR AS DIRECTED TO PR01ECi ROOT M
. RI
PROVIDE CUSS 7 RIP / SYSTEMS.
DOFNSIONS 871 Lr16b // _ - 1 U1
EW s/ s REMOVE a4 LF E05 :' 9M F A
_ - IB' CMP PLUG AND' / °•?
IRCIF WALL
ia-ID-zIS sT6 N \ ABwoox IRCIF WALL
a_A'roN IdA12fKNV. ELEV..891.o0 ?? ;.,• / ?.I
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OE-0-9069-66i 626 NOIRNCHAU OR. N I Q M

Figure 4j
lI l1 SEE??ET28
W
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RAYIAaw G 14CGUIRE
flf
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/ OEEO: 7755-i60 W
47
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185-14-108
wNEYARD MAPIAC-£MENT
\\ / , DEED: 09651-541
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\ \ p OA ND B \
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BARKER
// I I GEED: 4069-9D
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No
REMOVE EXIST CONSTRUCT ROADWAY SWALE f
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alma - ' SEE DETAIL SHEET 02
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-------------
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PROP, ROCK CON ST - ROADWAY-
CHECK DAM SWALE. SEE DETAL
(TYPICAL) SHEET D2
2+00 2+23
185-;4-111
7740MAS V. R'JANE
DEED: 5764-860
334 UNNCS'Ta4 DR,
F'I
HORIZONTAL SCALE: 1" = 40
VERTICAL SCALE: 1" = 8'
a
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0
0+00
185-14-110
ROBERT 0. DAYrON ?R.
MARY M. HATTW
DEED. 6468-216
400 UwNGST0.V DR
w
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IDAL, l 13
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REPLACE 17t LF e -'•A( -
CB 20-3 70
PROP CATCH BARN TO ° R? \ •'-r \ _°-
REPLACE EXI5T CATCH BASIN ?-`, b I p`` J T j ue
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r \ INV. O10
INV. IN-=697,9697.90 ?i 1 1 I (I(/??.'
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?l I f N ) 1m 1 TO GRAIN INTO EXIST.
185-11-251 LOCATION APPROX Y CUR
V \ APLlfAU F. 1UCHER uR\ / ^ I 17I m f I B.
DEED: 7974-717 0 1! 1D MH 20-2
\ 42$ IIwNG52W DRi ! W I PROP MANHOLE
f STA 0+92
yJ' I i
RIM ELEV•=700.47
e e' ? I I 1 1` ? INV. WT<693,45
a I p p I wl ((n?n MV. IN=893.46
ftµ? ? 11 m I' LIMITS \ PLUG AND Q II NI J DISTURBANCE WITHIN DRIPUNE OF ALL TREES
PAS DON EXIST
O'., (f I y 1 ( ) (TYPICAL) SILT FENCE T TO BE SIN KIRIM IN STONE
o 11 m I )J 1 yy? SAS DIRECTED TO PROTECT ROOT
l'v I W1 I 1 I
- / AFEA WALLL EMST
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FILL CHANNEL ANRN y rR ( 65.1,_, ,
--
m
p I •x' PROP ENCWAI 1ERR10. 4£ASE
70 NEW DIITFALL ER 1A-1 PRAMS NEB
FILL IN DITCH AND 1 I j ° NSTA 0+00 OEEO 6W37-644
RELOCATE PIPE GRADE To DRAN \ NV.EEV=s9aoD yI _L 1JOwu6SIONDR.
20 LF / (? 9aas N PROPOSED RIP III PAD
/r 1 q_\ b p' i PRONDEGa559WPRAP RIP RAP APRON
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TO NEW PERENNIAL STREAM E -

NOTES:
1. ALL TREES NOT INDICATED TO BE REMOVED
SHALL BE PROTECTED AND SAVED UNLESS

OTHERWISE DIRECTED BY PROJECT INSPECTOR. I
2. CONTRACTOR TO LIMIT DISTURBANCE TO
WHAT CAN BE STABILIZED DAILY.
-? J I \ 165-14-R6
IAN AL8E'R60TT
E!SIE J .> SERGOrP
165-1-148 OEEO 1441-030
LCRETTA W. FDD.RIE 1
,L
0. R. BY E
I 545 IiWNGS, N DR.
-
DEE
I
1 PEED: ,1876-5 8
96
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i I
I
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C'' A
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N IQ M
Cover Sheet.»........»...»_.....»._...»..»..»»»......._.»»»»....».»...1
General Notes ».».»..»...»._»»,»..... ..... ...... ...... .».«.« ................. 2.
Erosion Control Overview..»...»».«...»..».....».».»,»».......»».»«.3
Storm Drainage Structures Summary »».............». _....»»»,»» 4
Drainage Item Totals & Ditch Table .- _«.«...._. . ..»....«« 4A
Plan & Progk+.,...,..«,.«««....__........................ ........ .---....5.32
Tragic Control Plans.»»»».»».».».......,»».»..».»_...... TCP1-TCP5
Utility Relocation ...»..._.....».».».»...»»..........»._.._» »..»»_ U1-U3
Cross Sections .......... .»«..,«.»............ __..»»».....»» .»..». M-10
Details .».......»..»...»...».............._»._..«..»....»_...».»_ DI-D5
Special Details ......»....»..».........».»»..»»« ..................-S1S5
V
v
e9,
t
CHARLOTTE-
ENGINEERING & PROPERTY
MANAGEMENT
Construction Plans of Proposed
t ADDISON/DEVERON STORM DRAINAGE IMPROVEMENTS
Preliminary Design Submittal
Project No. 671-00-010
Project Features:
Storm Drainage Pipe and Channel Improvements
Rg4 s
WAI
z?
N
W E
TALAJP
NTS
New Property Line.......
Property Line or Existing R/W Line »«....«. --- ------
Existing Structures .........
µ...._.«...«..««.
Existing Edge of Pavement:.«,.........«... - - - - - - -
Proposed Edge of Pavement . ««..«.._.........
Existing Farce ........«............. -*-.-"'-
Prop Fence Relocation-_---............ -x-s-x-
Slope Stake Lioe.««.«.«.»..«..«.»«».».....«. -g.-c-c-
Existing Easement ..... .... ....«............».«. -E-E-E-
Temporary Construction Easement.---._. -o-e-.-
Sidewalk Easemmt.........«............»........ -esE-aSE--asr-
Permanent Storm Drainage Easement........ -soE-SE-soE-
ExistingGasLine ......................... ..... ..... s
Existing Overhead Electric ....... .»........»« a--'-
Existing Underground ElecMc «...._._.» -E - eE -
Existing Overhead Telecommunication_-
Existing Underground Telecommunication --m
Existing Overhead ,-,?-n-
Fidsting Underground Cable ......»..,„„......». -w
?rv ?rv-urv-
Existing Sanitary Sewer .»........... ..... ........ . -- u
Proposed Sanitary
Existing Storm Drainage .......... .«..... .......... Existing Storm Drainage to be Removed
Proposed Storm Drainage ..... ....... .............
-_-"
Existing Water Line «............ .... ,.................
Proposed Wafer Line...............«..,........ r
Existing Water Meter «.............«....»...............».«....«........... 0 W11
Proposed Water Meter ............................... ..... ...... ........... ...«...... 0
Water Valve .... .................. ..... ........ .......................................... ..... C'<_
Existing Fire Hydrant ......... «.................. ....... ................................. . 6- PH
Proposed Fire Hydrant ...... ............................................... ...... .......
Gas Valve .......................... ........ ......... ............«««,.«........... oacv
Existing Sanitary Sewer Manhole ....«..««.«.«........... S
Proposed Sanitary Sewer Manhole ..................... ...... ..»......«..«. s
Existing Telephone Manhole .................................. ... .............«.... r
Proposed Telephone Manhole .......... __......, r
Existing Electric Manhole................................. Proposed Electric Manhole ............................................... s
Existing Catch Basin ........ .................................................. ...... ...
Proposed Catch Basin.... ............«...................«««.................
Existing Storm Drain Menhple..................................... .....».....,....,. (x0
Proposed Storm Drain Manhole.... ............................I........, V
Existing Yard Inlet- ..... ........... ................ ........................ ............... ED
Proposed Yard Inlet ..................................................... .......... ............. ®
Existing Light Pole ............... ...... »............................... .............. .... # re.
Proposed Light Pole ..«.....»...............» ........................................
Existing Utility Pole «...««...........«....«...«...«....«..,,«................ b, UP
Existing Utility Pole ....... .................................. ......................... ... Y.
Existing Guy Wire ........... ».............................. ................................ >_
Proposed Guy Wire....«..........««..:....««...»................ .............., >_
Existing Iron Pin ............................... ...»....................»................
Existing Tree ................ ....... ............................. .»».«...«...._«_« °
Tree, Vegetation, Shrub Removal............................................ X
Tree Protection ............................................... .................... .......... » U
Tree Bumper........... .......................«...........»...«»........._......
Accessible Ramp ..................... ............................. ace
Proposed Hand Rail .......... ......... ...... ....................... ...... .«..
Proposed Silt Fence ........... .................. ........... ................
;?-
Proposed Rock Check Dam....... .............................. ..... ... AL
Proposed Limits of Disturbance...........«..............««,..«.. - - -
Stabilization Matting ......... ................................ ................ Grass Planting Strip .......................«.....................,.... .
Proposed Curb & Gutter, Cone. Drive, Sidewalk ......... .».»
Asphalt Widening ................... ......................................... ..
Existing Rip Rap ....«......«.............«...»..«..........«..«.,.
Proposed Rip Rap .................«........«»..........«.....«........
Existing Gablon Wall ............... ............«........»......_.».»
Proposed Gabion Wall ...«.».««.:...«.......................,...
".`.:
Asphalt Driveway Replacement ........ ............ ........... ........
Gravel Replacement ................ ....... »..................... .......
Pavement Removal ............ .................. .»............ ...... ......
Proposed Inlet Protection ...»........................... ................ I®I a

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1 DEED: 1148-4-855
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F DAM D (TYPIBAL? SEE TYPICAL CETAC,` / BEHIND DE,
'S IEiD
n CONTRACTOR ID
W / EE ETAIL •R., xEET 02 P,RW, AOCN'C7l09S
? cEET D7 6 (1YPICALI VERIFY LOCATION 'T ! y d
F4 _ O9A4 SNEE7 Dl T
PROPWE?\RIP RAP PAD 1 l r
W \ V 1 p /'', =0E.0.ASS 1 RIP RAP' F _ CIO a
SDE \ NEIENSI R B4H2O 1a12'D„? I I W - -pl"
13 -4,
r kl e 6 REMOVE oho AaE? W
t4 1.^ 1 754 Lf EXIST`FENCE ` /m 4
a- soE E MH 5-,?? q
a
SD n \ e. ' i PAW MANHOE U1
SDE 1 SOF a STA O1O9 r r
IM ELEY 698.00 / O o
i g pp
V 1-' ap 6 x3 `? NV OUT 891.15 4 ¢ z E O S
LIMITS OF / ' - :. \•S sab NV. NA?9235 ?,y %f .OY, 4 o Lf, a z 0
6
Qi ....? i DISNRBANCE `..1?,c"' sp 'S0
NOTES:d
mRlc?t a e? A? /
R?.P NOT INDICATED TO BE REMOVED
w N
T SHALL BESPROTECTED AND SAVED UNLESS
B OTHERWISE DIRECTED BY PROJECT INSPECTOR. ?Wr4
a
z
HOLD EAST. TOP OF BANK, FROM
E%IST. 76" PIPE To STA Tres 70 2. CONTRACTOR TO UNIT DISTURBANCE TO
SANE TREES -_ ?. _......? y . -. - _ _. 1 NAacLD dUCHANAN Any WHAT CAN DE STABILIZED DAILY. a F z A
MOVE CHANNEL NORTHMEST TO / OJ MEUNIE GUINN aU6NANAN? y
CONSTRUCT. SEE TYPICAL SECRON, m; m C °? \ , i8 D: JOOO2-216 F, T? F-I
!65-10-212 N N F ,?, '3 hi' s/ I
TONYA M°RELOCK .. 0 BAM( i ! l A REMOVE AND RESET Nm
I D O: i3T35-527 CO TRACT 66 a
53/3 AOdI50N OR /FENCE POSTING. A. 7?' ( YATHN ORIPLINE All TREES
A z
W DIAMETER \ ?1}y
o" GREATER THAN 12' N
G 1z
SILT FENCE TO BE SKIRTED IN STONE Z=S
SYSTEMS. I I - PRWO AI RAP PAD OR AS DIR S. ECTED TO PROTECT ROOT IF?I
- /. , \ O ?/ a W QN
PRONWE CLA55 RIP RAP
L -I 185-10-214 DIMEN510N116
SUSAN ZIELINSKI /AAO` p ry REMb47i-84 LF WST. l H O T/C.].
..n IB" CNP. PJ1G AND/ , A Pi W "/,
THOMAS A. ZIEIINSKI .HSS m e - Ao PWRDP/fTID WALL
DEED: 10641-958 m 165-10-215 5TA 00 ' ABANDON /' ^,? ° FFF,,, Q]i
diJ NOI11fIGHAM 9a I 8ENr0N UATZEK INV EIEV.n59
100 / Z8 v ?'j\\\ + ??
:EION 9669 MA 7ZEK .I
DEED
e25,107
/ NO TNC1AM DR. of \ L
_6_75.. _____?_._. _.___... _.__..._._, __._.. _. _.._..._..__.._ .._..._. _,.._._ ..._...___... .. ...-._._... ___....... .....__.._., ......_._....,_.._.__.. _.._ _._..... _._.. .... _? ...... _... ._.... _. __ __..... __ ._.._. .._ ._, _ -. .. ... _ _ .. 6Z5.-

w

°a . I
EwS11
) I NO lfi I08
I
?EXiSTINC RIGHT i0d

t

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I
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W

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C^EN RL CNE-NEI

m
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660 r l0

- - - - - - - - - - - - - -

^-_------- - - tF /160.1 EXISTING ROCK -
/ 2511.30
EXISTING ROCK OUTCROP
'TROP

HOCK
EX!
SnNG
OUTCROP LLJ

Z

J 23

y o n O N
d'
D n s 0 O Q
LL ; m O N n 4
h-
855
--,---- 655. ? a
EXIST. GROUND
;PR01+ CHANNEL
'., 'BOTT@I ELEV. N'R" ICAL) C)

N 6? 01 q!
N al"
IR:
m m am w

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iol
I
_650.

?00 I'm 2+00

8

650
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W 14 w

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' o ADDISO DRIVE
6, GG °G--?
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-
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12

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is 6aN666 a.
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11
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8 ,

-10-332
LAnorv
53E PG
49
t
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/ T gQ'g gg !g Sht 66].]5.vx
s G a•\ I § I

I I

I 1 .
.
i 5218
PROPOSED RIP RAP PAD I, .
ADDISON OR

-
/ P
/ 11
G54
? CONSTRUCNON ENTRANCE

~~ I
I t
I
I

C
?
PR ENS CLASS IA1IRIP O` RAP
DIMENSIONS. dP 0101aBb
OORDINATE Bi
ry, w
? ?
I

66u(I r I
- -

1
- I ?
J
_ _ ??
S-- - -_ - -_
(-' .? I JI
$ WI
- _

- 1 85LiD 778
BRIAN 0 JOHNSTON
DR
OS 18281 PG, 305i
5211 AODISO . OR

.
_

I - 105-10-375 10' ACCESS ROAD
I
'I 185-10-131 I EMORY H MASON JR
1 I MECKLENDURG COUNTY
I •85-10 336 I kJI2Y W MASON /
0.6. 3906 P(t JJ1

ADDISON DR. 1 CHAD
ALEXANDER kAUl111rv
- I D.B. 13962 PG. 662 I

5126 AOOISON Ofl
D B 2656 PG. 299.
5138 ADDISON OR
I CONSTRUCTION ENTRANCE I'
slowr
I I ' fifiim I
\
,
I

ygpy 6Nx f

/ 1 r{Y
r

w
l I
8 'I

r !

I' k REMAINING MFA OF 7105

I
I

I
-_ ', '
I ©
.- - - V A1B5=t0 33§
__ - L
- D

RIN K 67
?I
KIMSER BERLY M STAFF
RO '\ - I REMOVE AND RESET
&I NG

II LF OF

14-
FENCE 1' BEHIND TOR
I ,FENCE
ND TOR - / I

J

E6 J \
\ N PROPERY MAY USED
! ' FOR EQUIPMENT STORAGE
i - _-
-
w
,. PD. u
/
e. 10090 fG 527
200 ADDISON DR
?
I l
REMOVE AND RESET IWWW41 X

/
%
ADJUST EMSTINC L4IIFALL
PIPE TO CONFORM NNH

P
\ W I
77 10' ACCESS ROAD
: .
y
413 E OF E7i5TINC a / ??
- x - -1
i
„G } I I
}
PROPOSED SLOPE
E Up

m I
6B' DUKE POKER 4/W

I I .

EMOVE AND RESET
1403 OF EMSIING
IF
FENCE 1' BEHIND TOB
- .,SAINT TO STA 3+ ?, - I ADJUST EAISRNG OUTFAll

MAINTNNTOB
PIPE TO CONFORM TITH

ttt
i :, , Y o PROPOSED SLOPE
STABILIZE BANN
?a 4..?
?6 A 4+6610 STA 6

i)AINTAIN TOB +50 01
ms 1

r 1 ^ 1s
o T.L..

1
S
W/WRAPPED EARTH I

"'
i 1-

SDE - S
sows wfi.
''IM
i q ?
REMOVE AND RESET
1
°
183 ff OF EXISTING
- x
..
N FENCE h = D
SDE SDE X,1 s
10' HAUL ROAD
FINAL Top OF
ANK (TYPICAL) y .-I
a
° B

ow

°

a , ,
Ta
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ul l "
Sao
awmo LL) ' 1 ?;•
\ . /?\\r ?, -. .... -r+-L'10?? -
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$
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81 ...51LT,FFWCS
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^
a -I.- B OE SOE 0 uV
STANTNNO siA 6
Jr ??'. X of s TOB
`?.A
ANNS
X
/ ~ STABILIZE BANKS
I N/WRAPPED EARTH
Nl /
PROPOSED O' AC S

i' ? /ri.

W

W?

/? W/MAAPPm N
I
NAL TOE OF
EAT SLOPE (TYPICAL) Q 0 i PROPOSED MP RAP PAD'
PROVIDE CLASS I RIP HAP
• DV

SHE
NO ¢OPE ONAHNEL _

i ! f -
,

0

•
/ C"' zz
W
aA
I ? it
DIMENSIONS: 4'gk181xI6'D 'CHANNEL AT2% PIA T SOPT
E
Y
i . '( ,
,W
??j u

STA O+WTO STA 2+
00
COORDINATE RUSH ON?SH ELF P
A SPFL
. L
au' z ; REMOVE
m AND AESEi

1' / I, ' m Fe avck
/ ^ ""C ?F gg" r 413 LF OF EMSTIN c<
A
? / ? X' d v .._
4 FENCE
L? REMOVE I N000 PI-SILL NC
w
gV FENCE MD !f !
?

iYPICPI) i /

/ 1 /
I

?"` ..;

/ ,.. D /

?4
AV

W

QAi M? (?
?
`
§
/. REPLACC W PRIVACY J '/
I: / J
ECESSARY
( I
GIN STABIU3ATIOl A FENCE Y NE
I w / \ END OF EXISTING PoP- IP. d ? ) ! ??
I
/
\ ?.'

CONSTRUCTION
ENTRANCE ./ W

Iy?
Fi

F
M ?
/
2
L
165-10-702 ? ? ? ? I l J LE101T4D
Io A? AAM51$ K. BENJAMIN J / NOTE: PROP WIL r
I D B. 15241 PG. 255 1. ALL TREES NOT INDICATED TO BE REMOVED STNp v
LOW
AK
s129 LINCREST PL J / i r SHALL BE PROTECTED AND SAVED UNLESS
o
o =r //' W a __;? ssrox+,nalc OTHERWISE DIRECTED BY PROJECT INSPECTOR.
WRAPPED 0 y0 • I6 - WITHIN DRIPLINE OF ALL TREES 2. SEE CROSS SECTIONS FOR CONSTRUCTION PROP
1 / GREATER THAN 12' IN OIAMETFN STAKING REFERENCE POINTS CHANNEL WTD1H EARTH
I- r I GLT FENCE tD aE sMA1m N S10NE , STABILIZATION
AND BANK SIDE SLOPES.
,

5-10-706
STANLEY H11 RD
BI7rY JO HILwRD i
O.B. 13798 PG. 631
an ALLENOALE PL
J

I

1 Q !

4
V &I
Q
O ' Ogg

H
A? O

.lE^
?fj
?I U

.

9
)"I
RAi

(? W
OR AS D0iEC1D TO PROTECT ROOT
I m
SYMMS. 3. CONTRACTOR TO LIMIT DISTURBANCE TO ACCESS ROAD
r
WHAT CAN BE STABILIZED DAILY.
I1. 5 1 / 1 \

I

Ias-10
sOn185 w -
I
V 010516
.S.

70l
307ALS
PG. 807
(zl

W uT

4V
K1
9 A1LND
Q AE PI. f<y o
l

d
1l, , „4 t
0'Mls x 7111
+?,14.!.

Jh - 0

4
'?,
A ?14.tVEi R ., '??

311
E'N 4-1 ENDWALL 0+00
0 673.00 672.80
SPECIAL DETAIL
-
-
7
Ew 40-i ENDWALL 0+59 _ 67420
873.20
SPECIAL DETAIL 59 Lf- 60' RCP 6 0.83%
7
EW 50-1 ENDWALL O+OC _ 674.82
S75 B SPECIAL DETAIL - - - 7
HIV 50-2 HEADWALL 1+80 - 6]7.]2 - SPECIAL DETAIL - - 80 IF- 5'X 8' PRECAST CONC. BOX 01.61% 8
EXIST CB 40-2 EXIST CATCH BASIN 0+17 680.01 676.61 676.51 350 - - 17 LF- 15" RCP 0 0.477
)
EW 7-1 ENDWALL 4+96.54 - - 679.66 - SPECIAL DETAIL - - - 8
CB 7-1. CATCH BASIN 5+17.61 = 0+00 687.80 667 8).x3 679.76 8.06 840,32-MODIFED 840.03 16 Lf- 60' RCP 0 0.509. 8
JB 7-3 JUNCTON 80% 5+70.54 = 0+00 687.56 88101
602.72 680.05 7.51 840,32-MODIFIED 640.54 - 58 LF- 60' RCP 0 0.50% d
Hw 7-2 HEADWALL 56133 - - 83&J9 - - 651F- 40"X76" HOR2 EWP RCA 0 0.50% 6
CB 7-4 CATCH BASIN 0+15 686.66 683.00 682.80 3.86 840.01 84003 G 15 LF- 15' RCP 0 1.30% 8
CB 7-5 CATCH BASIN 1+22 689.50 684.60 684,40 5.10 840.01 840.03 G 107 LF- 15" RCP 0 1.307 8
C8 7-6 CATCH BASIN 1+55 689.50 - 685.00 4,50 840.01 840.03 C 33 LF- 15"' RCP 91.20% 8
CB 7-2 CATCH BASIN 0+30 687.80 - 683.64 416 840.01 840.03 E 30 LF- 15" RCP 0 0.50% 8
CB 7-7 CATCH BASIN 0+03 686,60 683.52 3.08 8411,01 840,03 E 3 LF- 15' RCP 0 2.667 8
Hw 8-1 HEADWALL 10+21.46 6870 -7.72 838.39 - - 9
CB 8-1A CATCH BASIN 10+46,45 694.55 68800 607.85 7.00 840.01 890.07 F 20 LF-- 48' RCP 0 0.50% 9
CB 6-3 CATCH BASIN 11+37.45 695.13 689.70 688.50 6.63 840.07 840.03 F 91 LF- 48- RCP 00.50% 9
C88-4 CATCH BASIN 11+77.45 695.43 651'12 689.90 5.53 040.01 840.03
40 LF- 43'%68' HOR2. EI.LW RCP 00,50% 9
JB 8-i JUNCTION BOX 12+07.45 - 0+00 698.50 692'90
090.40
690.40
8,10
840.34-MODIFIED
840.54
-
110 LF- SIB' RCP 00.507.
9
MH B-2 MANHOLE 14+04.45 697,00 8 1,21
4 691.00 6.00 840.51 840.54 -
111 Lf- 98' RCP 0 0,50% 11
CB 8-6 CATCH BASIN 154.09.45 698.00 693.60 692.40 6.40 860.01-MODIFIED 840.03 G 105 LF- 48' RCP 01.10% 11
CS 8-7 CATCH BASIN 15+56.45 700.90 693.85 693.65 7.25 840,01 840.03 G 47 F- 3 ' R 0 B537 11
CB 8-9 CATCH BASIN 16+62.45 701.60 694.61 694.41 7419 840.01 840.03 G 106 LF- 36' RCP 0 0.539. 11

DBL. CB 8-10
DOUBLE CATCH BASIN
17+35,45
700.40 695.30
69517 694.70
5.70
20.04
840.03
E
70 LP 36" RCP 0 0.809
11
CB 8-5 CATCH BASIN 0+15 698.90 - 693.50 5.40 840.01 840.0.3 16 LF- 18' RCP 0 3.80% 9

MH 9-1

MANHOLE

0+00

708.86 70495

704.70
703.70

5.i6

810.51

840.54

-

-

12
MH 9-2 MANHOLE 0+10 709.08 70525 705.00 4.08 840.51 840.54 - 10 LF- 24' CPP 0 050% 12
MH 9-3 MANHOLE 1+15 717.92 71190 711,60 6, 2 840,51 840.56 105 LF- 24' CPP 0 6.05%
12
EW 9-4 ENDWALL 2+22 719.90 - - 83811 - 97 C- 24' CPP 0 8.35% 12
EW 15-1 ENDWALL 0+00 - 736.GO - 838.11 - - 13
MH 15-1 MANHOLE O+OS 739.00 736.10 736.10 2.90 840.51 840.54 - 5 LF- 24" RCP 0 2.00% 13
CB 15-1 CATCH BASIN 1+01 743.40 738.37 738.17 5.23 840.01 840.07 O6 LF- 24' RCP 6 1.00% 13
DEL. CB 15-2 DOUBLE CATCH BASIN 1+47 743.57 740.44 738.84 3,63 20.03 840.03 E 47 LF- 24" CLASS IV RCP 0 270% 13
CB 15-3 CATCH BASIN 2+12 7.14.28 740.87 740.77 3,51 840.01 840.03 G 65 L F- 18' CLASS IV RCP 0 0.50% 13
CSI 15-4 CATCH BASIN 2+78 744.45 741.30 74120 3,25 840.01 840.03 G 66 IF- 18' CLASS IV RCP 0 0.50% 13
CO IS-5 CATCH BASIN 3+42 744.95 741.62 ]41.72 4.33 840.01 640.03 G 64 LF- 18' CUSS 1V RCP 6 0.50% 13
DBE., CB 15-6 DOUBLE CATCH BASIN 3+89 745.15 741.95 3.20 20.03 840.03 E 47 LF- 18" CLASS IV RCP 0 0.50% 13
EW I0-1 ENDWALL 0+00 -
693.55
63311
29" X 45' HORZ. ELLIP RCP 01,00%
14
DI 10-1 DROP INLET 1+04 705.00 69934 699.54 5.46 040.15 840.16 - 104 LF- 36' RCP 01,00% 14
DI 10-2 DROP INLET 1+95 706.92 70080 700.60 6.32 840.15 840.16 - 92 LF- 36" RCP 0 0.90% 14
DI 10-3 DROP INLET 2+56 708.60 701.55. 701.36 7.44 84015 040.16 - 60 LF- 36' RCP 0 0.90% 14

CB 10-1
CATCH BASIN
3+56 a 0+00
712.91 ]02.70
768.0;
70250
10.41
840.01
840.03
E
100 LF- 36" RCP 0 0.90".
14
1.9 8-16 CATCH BASIN 6+49 711.11 706.24 705'20 5.91 840.01 840.03 E 293 LF- 36' RCP 0 0.50'% 15

CB 3-17
CATCH BASIN
6+75
711.72 706.69
J 706.69
5.03
840.01
840.03
- 26 LF- 36' RCP 0 1,70°
15
CB io-6 CATCH BASIN 8+49 718.70 - 715.00 370 840.01 040.03 F - 174 LF- 15' RCP 0 7.809 IS
DBL. CB 10-2 DOUBLE CATCH BASIN 0+28 71368 710.63 710.08 360 2003 . 840.03 - 14
EXIST MH 10-2 EXIST MANHOLE O+OC 730.34 725.94 726.20 72584 450 - - 16
CB 10-11 CATCH BASIN 0+06 730.30 - 726.20 4.10 040.01 840.03 G
6 -F- 1.5° RCP 0 2708 16
DEL CB 10-10 DOUBLE CATCH BASIN - 723.55 ]1?9".250 719.15 4.14 20.03 840.03 G - - 16
D8': CB 14-1 DOUBLE CATCH BASIN 0+00 739-31 7 1 736.31 3.14 20.03 840.03 E - 16
DEL CB 14-2 DOUBLE CATCH BASIN 0+30 739.45 7 777.20 2.25 20.03 840.03 E 2- 30 LF- 15' RCP.0 0.509. 16
DEL. CB 16-2 DOUBLE CATCH BASIN 673.57 669.02 668.97 4.60 20,04 840.03 E - 17

0! tE-;
DROP INLET
O+CO
676.21 b .b
6Ti,56
671.46

4.75

840115

840.16

F

-

17
CB 1E-1 CATCH BASIN 0+60 682,00 675.37 67513 6.87 840.01 840.03 P 6D LF- 24' RCP. 0 5.80% 17

CB 16-3A
CATCH BASIN
1+20
682.88 679.11
678.98 fi]d93
3.95
840.01
840.05
F 60 LF- 24" RCP 0 6,00%
17
CB 16-3 CATCH BASIN 3+25 686.70 681.55 601,35 4.95 840.01 840.03 F 205 LF- 24" RCP 6 1.10%
td

CB 18-5
CATCH BASIN
3+44 =0:00
6 6.49 9
681.99
681.74
4.75
8Q.01
840.03
19 1,F- 24' RCP 0 1,00%
I8
EXIST CB 6-11 EXIST CATCH BASIN 5+68 687420 68412 683.92 3.28 18
DEL CB 16-12 DOUBLE CATCH BASIN 6+52 687.80 684'53 3.27 20.03 840.03 - 74 LF- 18" CUSS IV RCP 0 0.49% 18
DEL. CB 16-6 DOUBLE CATCH BASIN 21 68326 68326 2.95 20.03 840.03 F 28 LF 18" CLASS IV RCP 0 3.60% 10
DI 16-3 DROP INLET 0 - 68550 3.50 840.15 840.16 - 7 LF-18' RCP 0 3.40% 18
MH 4-4 MANHOLE Q+15 0
681.00 67310 67290 8.10 840.51 840.54
19
MH 4-1 MANHOLE 4 0 677.60 683.20 9,20 840.51 840.54 15 LF- 42" ACP 0070% ,11
CB 4-1 CATCH BASIN 40 678.70 57850 11.90 840.01 840.03 19 L- 42" RCP 00.50% 19
El 71 680]1 117 LF- 3' CP 01.3
Cfi 4-3 CATCH SASH 89 687.50 682.50 1439 040.01 40.03 F 1.50 LF- 35" RCP 0 1.309.

MH 4-2
MANHOLE
0 688.50 588.40
11.10 d40.51 8405
- 42 Li36' RCP 01,909.
19
CB 4-4 CATCH BASIN 5+31 698.58 690.21 690.01 8.49 840.01 840.03 C 94 LF- 24" RCP 01.50%

MH 4-3
MANHOLE
6+G4
696.00 6915G
693.54
691'30
4.70
840.51
840.54
_
73 LF- 24' RCP 01.50%
20

[B 4-5

CATCH BASIN

6133

506414

2 692.00

4.14

840.01

040.03

E
' RCP 0 1.70%
29 LF- 24

20

CB 4-7
CATCH BASIN
8+19
699]0 595.20 695.00
4.70
640.01
040.0.1.
F 186 LF- 18' HOP 0 1.31%
20
CB 4-8 CATCH BASIN 9+71 701.20 69790 69750 3,70 840.01 840.0.3 G 152 LF- 18' RCP 91.60% 20
Of 4-1 DROP INLET 9+76 701.00 - 69&00 300 840.15 840.16 5 LF- 18" RCP 0 2.009. 20
BB 30-1 JUNCTION BOX 1+53. 682.00 677.20. 677.00 S.CO 840,74 84054 153 LF- 36' RCP 03.92%
21
C8 30-1 CATCH BASIN 3+72 685.05 679.35 679.15 5.90 040.01 840.03 G 219 LF- 36' RCP 60.89%
p1
31RLC1'

n.? 1j 1.N

,11 VI: 111 IN F'kl

tt2D I
' N
u

E ;12

sU H:11
T
3
iNl' I'.?R
tl-

11

N. L.t
..
,S
EW 5-1 ENDWALL 0+00 - 691.00 - 83811 - - - 22
11H 5-1 MANHOLE 0+09 698.00 69235 691.15 6.85 840.51 840.54 - 9 LF- 30" PCP 0 1,67% 22
CB 5-1 CATCH BASIN 2+02 710.00 701.30 701.10 8.90 840.01 840.03 F 193 LF- 30' RCP 0 4.505 23
CS 5-2 CATCH BASIN 3+79 707.03 702.60 702.40 4.63 840,01 840.03 F 177 LF- 30' RCP 00.60% 23
DBL CS 5-3 DOUBLE CATCH BASIN 4+15 705.85 703.37
703.43 702,80 4.05 20.03 840.03 F
36 LF- 24'X 38' HOR2, ELLIP RCP 0 0.607 23
CS 5-4 CATCH BASIN 5+84 714.00 710,20 710.00 4.00 840.01 840.03 E 169 LF- 18' RCP 0 3.89% 23
NN 5-2 MANHOLE 7+36 = 0+00 723.20 1I'.4] 716.70 6.50 890.51 840.51 - 150 LF- 18' RCP 0 4.309 24
CS 5-7 CATCH BASIN 7+1.3 0+00 724.40 ]721 00
16.60
718.40
6.00
840.01
840.03
E
39 IF- 15' RCP 0 3.109
24
CB 5-9 CATCH BASIN 9+20 727,20 711.40 721.20 6.00 940.01 646.03 F 147 LF- 15' RCP 0 3.10% 24
CS 5-10 CATCH BASIN 9+82 728.30 723.50 723.30 5,00 840.01 840.03 G 62 LF- 15" RCP 0 3.10% 24
CB 5-11 CATCH BASIN 10+12 728.30 - 723.70 4.60 840.01 840.03 G 30 LF- 15" RCP 0 070% 24
CS 5-5 CATCH BASIN 0+83 726.30 722.20 721.00 5.30 840.01 840.03 F 83 LF- IT RCP 0 4.25% 24
CS 5-6 CATCH BASIN 1+15 726.30 - 722.60 3.70 840.01 840.03 C 32 LF- 15' RCP 0 1,20% 24
CB 5-8 CATCH BASIN 0+32 725.50 - 721.50 4.00 890.01 840.03 32 IF- 15' RCP 2 1.60% 24
DEL CB 12-4 DOUBLE CATCH BASIN 739.00 735.46 735.46 3454 20.03 940.03 F 25
DEL. CB 12-5 DOUBLE CATCH BASIN 0+00 739.39 37 738' .34:7 736499 2.40 20403 840.03 F - 25
CB 12-6 CATCH BASIN 0+40 739.35 - 73720 2.15 840.04 840.03 40 LF- 15" CLASS IV RCP 0 0.50% 25
EW 20-1 ENDWALL 0+00 - - 693.00 - 838.11 - - - 26
MH 20-2 MANHOLE 0+92 700.47 69345 69345 7.02 840.51 040.54 - 92 LF- 36' RCP 0 0.50% 26
CS 20-3 CATCH BASIN 1+24 706,10 696.10 695.90 10.20 840.01 840.03 G 32 LF- 36' RCP 0 7.50% 26
CB 20-4 SLAB CATCH tt BASIN 1+58 704,34 698.63 696.78 7.56 20.05A 20.059 - 34 LF- 30' RCP 02.009 26
EXIST MH 20-5 EXIST MANHOLE I+92 706437 UNKNO14N 69890 7.47 - - - 34 LF- 24' RCP 0 0.809, 26
CI 12-12 DROP INLET - 736.38 732.28 73220 4.10 840.1.5 840.16 - 27
FN 13-1 ENDWALL 0+00 - 720.50 838.11 -' 28
MH 13-1 MANHOLE 0+78 724.50 721.25 721.00 3.50 840.51 840.54 _ 78 LF- 18' RCP 0 0.60% 28

MH 13-2
MANHOLE
1+75 - 0+00
726.80 723.20
723.20 723.00 3.80 040.51 840.54 _ 97 LF- 15' RCP 0 1.807. 28

MH 13-3
MANHOLE
2+28 • 0+00
728.50 725
7
5
:00
]2490
3.70
84051
840.54-
-
53 IF- 15' RCPO 3.00%
28
MH 13-a MANHOLE }+]5 = 0+00 772.90 Z
2
J]B.&D 727.92 4.98 840.51 840.54 147 FL- IS' RCP 0 2.009. 28
NN 13-5 MANHOLE 5+34 739.00 735.82 731.30 7470 840.51 840.54 159 L F- 15' RCP 02.00% 29
MH 13-6 MANHOLE 6+89 74750 737.25 737.05 10.45 840.51 84054 - 155 LF- 15" RCP 00.79% 29
MH 13-7 MANHOLE 8:51. 745.00 73826 738.06 5.94 84051 840.54 - 162 LF- 15' PCP 00.50% 29
CD 13-1 CATCH BASIN 0+46 72652 - 72350 3.02 840.01 840.03 46 LF- 15" RCP 00.70% 28
DI 13_1 DROP INLET 0+09 728.20 - 725.10 3.10 840.14 840.16 - 9 IF- 15" RCP 01.10% 28
DI 13-2 DROP INLET 0+07 732.00 - 72900 3.00 840.14 840.16 - 7 LF- 15' RCP 0 2.90% 28
DOL CO 11-8 DOUBLE CATCH BASIN - 735.14 732.14 731.99 3.15 20.93 84003 E 30
HIV 60-1 HEADWALL 1+28 - 684478 - - 838.05-MODIFIED - - 128 LF- 36" RCP 0 1.007 30
EXIST MH 11-1 MANHOLE 0+00 709.28 702.53 70218 7.10 - - - 51 LF- 18" RCP 0 2.00% 31
MH 11-2 MANHOLE 0+51 ]11.40 706.50 706.30 5.10 640.51 840.54 9 LF- 18' RCP 0 3,709. 31
C0 11-1 CATCH. BASIN 0+60 - 0+00 711.60 707.00
707.00 706.80 4,80 840.01 840.03 F
159 LF- 18' RCP 0 6.457
31
CB 11-3 CATCH BASIN 2+19 720,91 717.26 717,11 3.80 80..01 840.03 F 24 LF- 18' RCP 01.62% 31
CB 17-4 CATCH BASIN 2743 720.70 71790 717.65 3.05 840.01 840.03 G 124 LF- 15' RCP 0 3430% 31
CB II-5 CATCH BASIN 3+67 727.90 - 722.90 5.90 840.01 840 C3 F - ,}!
CO 11-2 CA fCH BASIN 0+26 711.80 - 107.30 3550 040.01 040.03 F 26 L`- 15' RCP 0 1,90% 3!
NOTE:
1. SEE PLAN SHEETS FOR EXPLANATION FOR
STANDARD STRUCTURE MODIFICATIONS
2. ALL PIPE TO BE CLASS III RCP UNLESS
OTHERWISE NOTED.
Oo ?
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o14
I I I =1 '?? ? i ?
ENPDED AREA REPRESENTS AREA
OF DISTURBANCE RBAN ABANCE (TYPICAL) I)
0
m
=-4-7L I--- I II 1 L'
LI 91EEi5 FDR LOCA710N
?r \ 4, NE ENS EON
/ 1S ?. ca conma mwcroAEs
?418 Rom ?
C TOTAL DISTURBED AREA = 6.41 ACRES
9 m
O ?
m?
-? m
h
UZ¢ NN
4 W o mq?Q
m ga on?n
y OI?ONdX
a On L(OOQ
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a ?A0? ? C
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(Ta M 0 N
MCI f7

GENLIZAt,NO TES ('KNERAL`VOTES ? NDARDS aHH1tE?L 1'PIQL?ti '
_. .
? ..
SAWCUTS: THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE APPLICABLE
TO THIS PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF THESE PLANS. ABANO.............
A.D ................. .. ............... ABANDO.NED
.........ALGEBRAIC DIFFERENCE NTS
.......
O/H .. ... .....NOT TO SCALE
.......OVER HEAD ?.
.',
PROPOSED CURB ELEVATIONS:
THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND/OR CONCREE SURFACES
NCDOT STANDARDS SHALL BE USED. CHARLOTTE MECKLENBURG LANG DEVELOPMENT ABPH............... .......... ASPHALT oc....................

PAVT
. ........ ON CENTER

PAVEMENT

` <

HE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO PRIOR TO REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER SAW CUT
STANDARDS MAY BE USED IF THERE IS NOT AN APPLICABLE NCDOT STANDARD. APPROx ...........

B/C.................. ............... APPROXIMATELY

............... BACK OF CURB .
...............
.
PC............ .. ........

..POINT OF CURVATURE .

irn
ENSURE PROPER LONGITUDINAL GRADE FOR DRAINAGE. THE CONTRACTOR SHALL RETAIN 'MOTH SHALL BE 1 FOOT MINIMUM FROM THE EXISTING EDGE OF PAVEMENT. SAW

CUTPAVEMENT SHALL BE REIPLACED AS WELL AS
ADDITIONAL PAVE
NT RE
UIRED NCDOT: BIT .................. ................ BITUMINOUS PERM
.
....PERMANENT '
EXISTING PAVEMENT, UNLESS OTHERWISE NOTED
. .
ME
Q MARK .,.
P ,.......PAGE
TO TIE IN TO FACE OF PROPOSED CURB AND GUTTER. STD. NO ,STANDjg[( BRG .................. ............... BEARING I,.. ... ......POINT OF INT
DRIVEWAYS AND SIDEWALKS: - 310.01 - REINFORCED CONCRETE FLARED END SECTION
BS ....................
...............BELL SOUTH TELEPHONE
PK....................
........ PK NAIL SET
838.05 CONCRETE "C' ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS- CD .................... ...............CATCH BASIN PNG_......__....._ .......PIEDMONT NATURAL GAS v
PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION JOINT.

TRAFFIC CONTROL:
15" IHRU 48" PIPE
C&G .................
..............CURB AND GUTTER

NCE
PP...................

PROP ................
.......POWER POLE

........PROPOSED
3.
MATCH REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY: 838a1
DOR SINGLE & DOUBLE PIPE CULVERTS-
CL ....................
............
CLEARA
E

PSE

PERM SW ESMT _ a
m
v a
'
e CONCRETE -Six INCH PORTLAND CEMENT CONCRETE (.,600 PSI). _
iRaFF;C CONTROL SHALL BE IN ACCORDANCE WITH THE JUNE 1995 EDITION OF THE 15" THIRD
RU 48" PIPE CA FENCE .......
CMP .................. NCE
..............CHAIN LINK F
..............CORRUGATED MTL PIPE ..................
PT-,.-..-,--.-- ........
--,-,PANT OF TANGENCY o
m = m
n ASPHALT - TWO INCH TYPE SF 95A SURFACE COURSE AND WORK AREA TRAFFIC CONTROL HANDBOOK" (WATCH) AND THE TRAFFIC CONTROL 838.15 BRICK "L" ENDWALL FOR SINGLE PIPE CULVERTS - _ CONC....... ......... ..............CONCRETE PVI.................... ....... POINT OF VERT INT ;• g o `s , o
FOUR INCH TYPE 1 19.08 BINDER COURSE. PLANS ON SHEETS TCP1 THROUGH TCP5. TS' THRU 48" PIPE CONST .............. ...............CONSTRUCTION PUE.................. ........ PERM UTILITY ESMT Tp O Z Lmv N
o GRAVEL - SIX INCH INCIDENTAL STONE 838.39 REINFORCED CONCRETE ENDWALL FOR SINGLE CPP .................. ...............CORIGATED PLASTIC PIPE r.......................
RT ........RADIUS
RIGHT o F- v . m m '
m m m « TR Mj oo

SIDEWALK SHALL BE FOUR INCHES THICK, AND SIX INCHES THICK AT DRIVEWAY CROSSINGS,
72' PIPE - SIC' SHEW DB ....................

DEL CB
EL ..............DEED BOOK

DOUBLE CATCH BASIN
.....................
.........
NFORCED CONC PIPE
FI
M w a a n
t
PER CITY STD. NO. 10.22. 640.00 CONCRETE BASE PAD FOR DRAINAGE STRUCTURES ............
D ...............
INLET ,R,ELOC............... ....... RE
LOCA o
N a ii
o
o
DRAINAGE STRUCTURES: EROSION 8c SEDIMENTATION CONTROL: 840.01 BRICK CATCH BASIN - 12" THIRD 54" PIPE .................. ...............DIAMETER R/W
.................. ........RIGHT OF WAY
n =m as
P+ 3 m v a n LL
840.03 FRAME, GRATES & 'HOOD DP ....................
DIN ...............DUKE POWER
DRIVEWAY 5.......................
SO..................... ........SOUTH
....... STORM DRAIN
GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE
THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS.
ENGINEER 1. THE
coxNS
SHALLM
BTALL AL-_
AND
N
CONTROL AS S
ERASION AN ION AND SEDIMENTATION 840:05 BRICK CATCH BASIN WITH SINGLE & MULTIPLE PIPES - . ..............
DIM ................... ...............
........ DIMENSION SF.....................
f00T
....... SQUARE
a w
,
AnO
ND SPE C
CE NECE
S OF THE N N ORH
COMPLY
e
S
NECESSARY To
WITH THE
NORTH
, THRU 48"
12
E .......................
.. ............. EAST/EASTING
S/R FENCE..._..
.......SPLIT RAIL FENCE
o-
WEEPHOLES ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES, WEEPHOLES SHOULD BE
' CAROLINA DEPARTMENT OF ENVIRONMENT, HEATH AND NATURAL RESOURCES AND APPLICABLE
"
EA ................
...:
..............
.EACH
SS .....................
SANITARY SEWER
.......
CD
CENTER WITH MINIMUM OF 1 WEEPHOG PER WALL. TE ARE TO BE COVERED
ON 8 STATE AND LOCAL LANs AND ORDINANCES, AND PREVENT STANDING WATER
'mlxw PROJECT uMlrS 840.15 THRU 30 PIPES
BRICK DROP INLET - 12
ELEV
.
.
..
.. c
..
........... ELEVATION STA ................... .......STATION CD
ON THE OUTSIDE OF THE STRUCTURE BY A BAG MADE OF FILTER FABRIC AND FILLED W/#78 , 840.116 DROP INLET FRAME & GRATE .....
....
.
.
EOP
.
............. ..
....... _EDGE OF PAVEMENT STO................... ....... STANDARD
3
STONE. THERE WILL BE NO SEPARATE PAYMENT FOR THIS WORK. 2 ALL DITCH UNES DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED By THE CONTRACTOR. 840
34 TRAFFIC BEARING JUNCTION BOX -PIPES 36' AND UNDER .
...
ESM.......... ..... ............... EASEMENT SW ................... ........SIDEWALK
STATIONS, OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND
ALL PIPES SHALL BE RCP
AND THE MIDPOINT OF THE
IP FOR CA
CH BASINS
JUNCTION BOXES ON ALL NEW OR UNDISTURBED, UNPAVED DITCHES WITH A GRADE GREATER THAN 4H, INSTALL
A T
MPORARY DITCH UNER OF FIBERGLASS ROVING ON THE CATCH BOTTOM AND S
DE S
OP
S .
840
53 PRECAST MANHOLE WITH MASONRY BASE - 12" TFiRU 42" PIPE EXIST ........ .... .EXISTING TAN.................. ... ,.,..TANGENT
.
,
L
T
c
CLASS III, UNLESS OTHERWISE NOTED. E
I
.
L
E
3. PROVIDE SILT FENCE ADJACENT TO DITCHES AND AT THE TOE OF FILL SLOPES, ALSO
PROMDE .
840.54
MANHOLE FRAME AND COVER F & ..................
/
FES ................... ..............FACE OF CURB

.. ........FLARED END SECTION TCE............. ......
TEMP. ...... ........ TEMP CONST ESMT
TEMPORARY

UTILITIES: - ,
ADEOUAtE MEASURES IN AREAS WHERE NATURAL VEGETATION DOES NOT PROVDE A SUFFICIENT 840.66 DRAINAGE STRUCTURE STEPS FH ............. ............... FIRE HYDRANT TP .....................
T/W..
......
........ . .. TRAVERSE POINT
. TEST 'FARE
......
BUFFER AND AS DIRECTED BY THE ENGINEER. MERE SILT FENCE AND TREE PROTECTION CONFLICT, 842.01 CONCRETE & BRICK RETAINING WALLS WITH NO SURCHARGE FOC ................... ..............FIBER OPTIC CABLE .
.
T14 .
TIME WARNER CABLE s
UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. THE CITY WILL NOT BE HELD STOP SILT FENCE AT TREE PROTECTION. E68.02 GUIDE FOR RIPRAP AT PIPE OUTLETS DIV ..................... ..............GAS 'VALVE .....................
TOB ......
TOP OF BANK r'-
`
RESPONSIBLE FOR THE ACCURACY OF UTILITY LOCATIONS, SIZES, DEPTHS, OR FOR 4. PROVIDE INLEr SEDIMENT FILTER AT ALL NEW STORM INLETS- INLET PRO1ECnoN MAY BE REQUIRED 840.71 CONCRETE AND BRICK PIPE PLUGS HORIZ ...............
NT ...............HORIZONTAL
INTERSECTION .........,.........
TOP ....... .......
TOE OF SLOPE -
COMPLETENESS OF UTILITY INFORMATION. AT Ewsnxc INteis IN THE EVENT SEDIMENT WILL RUN DOWNSTREAM TO AN EXISTING INLET. 1101
01 WORK ZONE ADVANCE WARNING SIGNS .................... .....
R L
PRIOR TO CONSTRUCTION
THE CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS WHOSE . IPV .................... PIN SET
.._..........IRON U/G_................. .......UNDER
.
GROUND
,

WILL BE AFFECTED TO DETERMINE UTILITY LOCATIONS. THE CONTRACTOR SHALL
! s. PROVIDE TEMPORARY ROCK SAT CHECK DAMS A EACH STORM OUTFALL DITCH, AS SHOWN ON 1101.02 TEMPORARY LANE CLOSURES L ....................... ...............LENGTH VC..................... ....... VERTICAL CURVE
. 7.
P
ROTECT
I PROTECT ALL UTILITIES FROM DAMAGE CAUSED BY HIS OPERATIONS OR THOSE OF HIS AGENTS. ENGINEER.
THE PLANS, AND AS DIRECTED BY THE
1101 .ii
TRAFFIC CONTROL DESIGN TABLES
LF .....................
...............LINEAR FOOTAGE
VERT.................
.. :..,..VERTICAL
THE CONTRACTOR SHALL HOLD THE CITY HARMLESS FOR ANY THIRD-PARTY INCONVENIENCE 6. COMPLY WTH THE FOLLOWING CONSTRUCTION SEQUENCE FOR EACH PHASE 1110.01 STATIONARY WORK ZONE SIGNS LT._.................. ............... LEFT W........... ,.,........

W/ ....... WEST

WITH
_

,
CREATED BY WORK OF HIS OWN FORCES OR THAT OF HIS AMTS.

11

PORTAB
'
K
I
S
lb ......................
..............POUND
....................
.
W
M
.......
WATER METER
.
,. ,.

AS NEEDED, THE CONTRACTOR SHALL ADJUST/RELOCATE THE SANITARY SEWER AND WATER o. INSTALL ALL New sroeuwAlER MANAGEMENT AND EROSION eaNma DEVICES TINE MAKE ALL
NEW AND EXISTING DRAINAGE FACILITIES OPERATmNAL PRIOR TO CONSTRUCTION ACIIMTIES. 10.02
1:15.01 LE
WOR
ZONE S
GN
FLASHING ARROW PANELS LP .....................
MAX .................. ..............LIGHT POLE
...............MAXIMUM r
.,,.,.,....,..-,,.,
U1 VAULT ........... ...,,.,
....... WAFER VAULT - -
k

LINES ONLY. ALL OTHER ADJUSTMENTS/RELOCATIONS WILL BE PERFORMED BY THE VARIOUS INSP OTOR MAKES FINAL DECISION ON REQUIREMENT FOR AND PLACEMENT OF SILT PENCE

ES
T
ES ME
T
S
1130.01
DRUMS MIN................... ............... MINIMUM WV..................... ...... WATER VALVE n
UTILITY OWNERS. THE CONTRACTOR SHALL COORDINATE WORK WITH UTILITY OWNERS SO AS . A
IM
A
AND OTHER EROSION CONTROL DEVC
ALL
URES wTLL BE INSTALLED
1135
01 MONO......... ....... ..............MONOLITHIC 60p................... .......SIXTY PENNY NAIL SET
NOT 70 ADVERSELY AFFECT THE PROJECT SCHEDULE THE CITY WILL NOT BE HELD SUFFICIENT TO RESTRAIN EROSION. . CONES mph .................. ..............MILES PER HOUR ........................
.. .......FOOT
RESPONSIBLE FOR ANY DELAYS OR DISRUPTIONS TO THE WORK SCHEDULE OF OTHER b. PERIODICALLY INSPECT AND REPAIR ALL EWSTING AND REQUIRED EROSION AND SEGMENT 1145.01 BARRICADES MTL................... .............. METAL ....................... ....... INCH
UTILITY OWNERS. CONTROL DEVICES. PERIODIC INSPECTION SHALL BE DEFINED AS AFTER EACH RAINFALL T16Q01 FLAGGERS N ....................... ..............NORTH/NORTHING
o FOR UTILITY LOCATES CALL NORTH CAROLINA ONE-CALL 0 1-800-632-4549. EVENT OR MEEKLY, WHICHEVER IS MOST FREQUENT' 1605.00
1633
00 TEMPORARY SILT FENCE
TEMPORARY ROCK SILT CHECK
o FOR LOCATES OF UTILITIES NOT MEMBERS OF NORTH CAROLINA ONE-CALL CONTACT c. PERFORM ALL NECESSARY MAINTENANCE ON EROSION AND SEDIMENT CONTROL DEVICES UNTIL A
VEGETATIVE COVEN iS ESTABLISHED. SEDIMENT SHAU BE REMOVED FROM THE EROSION .
1634.00 TEMPORARY ROCK SEDIMENT DAM
UTILITY COORDINATORS (PETE GOSS/GARY STANSBURY). CONTROL STRUCTURES WHEN IT HAS ACCUMULATED TO HALF THE DESIGN VOLUME. REPAIR -
AND REPLACE ALL DETERIORATED MATERIALS FROM ROADWAY AND DRAINAGE DITCHES. CHARLOTTE-MECKLENBURG:

WATER METER BOXES AND WATER
THE CONTRACTOR SHALL ADJUST WATER VALVES d. DISTURBED AREAS TO BE SEEDED TEMPORARILY WITHIN 15 WORKING DAYS BUT NO MORE
THAN 30 CALENDAR DAYS, FOLLOWING COMPLETION OF LAND DISTURBANCE. PERMANENT STD NO STANDARD -
,
VAULTS INSTALLED UNDER THIS CONTRACT TO FINISHED GRADE. WATER METERS GROUNDCOVER FOR ALL DISTURBED AREAS WMiHIN 15 WORKING DAYS OR NO MORE THAN 90 10.17A&9 CURB AND GUTTER
LOCATED IN SIDEWALKS OR CONCRETE DRIVEWAYS SHALL BE INSTALLED WITHIN CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION. 10.22 CONCRETE SIDEWALKS
CONCRETE BOXES. e. STABILIZE BY PERFORMING PERMANENT SEEDING AND MULCHING OF ALL EXPOSED SOIL SURFACES 10.27 RESIDENTIAL DRIVEWAY (TYPEI) FOR VALLY GUTTER
GAS LINES WALL BE ADJUSTED/RELOCATED AS NEEDED BY PIEDMONT NATURAL GAS. A AND DISTURBED AREAS THAT WILL NOT BE UNDER CONSTRUC110N. 10.29 CATCH BASIN IN VALLY CUTTER
REPRESENTATIVE OF PIEDMONT NATURAL GAS MUST BE PRESENT JUST PRIOR TO AND DURING 10.30 CATCH BASIN PLACEMENT AT INTERSECTION

CONSTRUCTION NEAR EXISTING OAS LINES, THE CONTRACTOR SHALL CONTACT PIEDMONT ALL SEFFDED AREAS SHALL BE FERTILIZED, RESEEDED AND MULCHED AS NECESSARY ACCORDING
I.
20.01
BRICK CATCH BASIN 15' THROUGH 54" PIPE
NATURAL. GAS AT LEAST TWO WEEKS PRIOR TO CONSTRUCTON. To SPEaRCA1IONS TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 20,02 FRAME, GRATE AND HOOD
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER REMOVAL AND DISPOSAL OF ANY 20.03 BRICK DOUBLE CATCH BASIN 15" THROUGH 24" PIPE
EXISTING SANITARY SEWER AND WATER LINE: UNSUITABLE MATERIAL TO A LOCATION OFFSITE. THE CONTRACTOR SHALL OBTAIN ANY AND 20.04A&B BRICK DOUBLE CATCH BASIN 30" THROUGH 36' PIPE
ALL STATE OR LOCAL APPROVALS AND SUBMIT COPIES TO THE QTY FOR RECORD. 20.05A SLAB TYPE CATCH BASIN- 15" THRU 4$° PIPE
THE CONTRACTOR SHALL USE CARE WHEN WORKING AROUND SANITARY SEWERS AND WATER 2007 , MANHOLE RING AND COVER FOR SLAB TYPE CATCH BASIN
LINES. SHOULD THE CONTRACTOR DAMAGE EXISTING SEWER OR WATER LINES, HE SHALL I1. REMOME ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND MEASURES UPON
20
25
TRENCH DETAIL FOR STORM DRAIN PIPE
IMMEDIATELY REPLACE THE LINE AT HIS EXPENSE IMTH DUCTILE IRON PIPE. THE CONTRACTOR ESTABLISHMENT OF VEGETATIVE COVER AND COMPLE110,N OF PROJECT PHASE. SILT FENCE .
SHALL REPLACE SANITARY SEWER AND/OR WATER LINE, WITH A MINIMUM TEN FOOT SECTION, MAY BE REMOVED AND REUSED UPON APPROVAL OF INSPECTOR. 20.27 RIPRAP DITCHES
O,R DITHER LENGTH AS SHOWN ON PLANS OF 350 PC DUCTILE IRON PIPE WHEN DRAINAGE PIPE 30.05 TEMPORARY SILT DITCH
COMES WITHIN TWO FEE? OF SAID LINES, VERTICALLY OR HORIZONTALLY. 30.11A STABILIZED CONSTRUCTION ENTRANCE
VERTICALLY OR HORIZONTALLY. - - 40.02 TREE PROTECTION DETAIL I

40.12
BRIDGING TREE ROOTS >
SUBSURFACE PLANS: ao.r TEMPORARY TREE PROTECTION DETAIL (TREE LIMPER) $P1 } c

NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR MAY MAKE HIS CHARLOTTE MECKLENBURG UTILITY STANDARDS:
OWN INVESTIGATION TO DETERMINE SUBSURFACE CONDITIONS.
STD, NO,

STANDARD,

_

_

a

MAIL BOXES: - S-1, 2 SEWER LATERAL
THE CONTRACTOR SHALL RELOCATE MAIL BOXES AS REQUIRED BY SECTION 107-12 OF THE S-4 PRECAST MANHOLE g
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. COORDINATE THIS WORK WITH S-5 OUTSIDE DROP MANHOLE 6
a
THE U.S. POSTAL SERVICE. S-6 OUTSIDE DROP MANHOLE (ALTERNATE)
# mm m
FENCES: S--8 PRECAST MANHOLE INSTALLED OVER EXISTING PIPE $ z ?

S-15
CAST IRON FRAME AND COVER - SANITARY SEWER MANHOLE 4
o
Q
THE CONTRACTOR SHALL REMOVE AND RESET FENCES AS NOTED ON THE PLANS AND/OR 5-26 PAVEMENT REPAIR DETAIL
e '
AS DIRECTED BY THE ENGINEER. FENCES THAT ARE SHOWN TO BE REMOVED AND RESET W-1 WATER VALVE BOX
THAT WERE WITHIN THE R/W SHALL BE RESET OUTSIDER/W, AS DIRECTED BY THE INSPECTOR. W-17 WATER SERVICE CONNECTION - i
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NOTES:
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2 CONTRACTOR TO LIMIT DISTURBANCE TO
WHAT CAN BE STABILIZED DAILY.
BDIk
WITHIN DRIPUNE OF ALL
iREES
TREATER THAN 1Y IN DIAMETER
SILT FENCE TO BE SIORTEO IN STONE
OR AS DIRECTED TO PROTECT ROOT
SYSTEMS.
PROP. 45' RCP -
SEE SHEET 9 FOR
STORM DRAINAGE
PROFILE DATA
SEE SHEET 9 FOR CURB
REPLACEMENT DATA
PROP.
696
NFY
666
700 700
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ACHIEVE EMSONO CHANNEL ELEVATION. DEED: 13504-766 j RELOCATION. SEE SHEET U2
ST CHANNEL CA055 SECTIONS THIS / I N \ 41 OEVERON DR. l? FOR PLAN AND PROFILE DATA
(1 i E79ST. SS MR'9 SHEET. x .aA'+L \ \ GJ
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PLAN AND PROFILE DATA
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PROP CLASS Ifs
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CHARLES R. 1WLIINGHAN
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649 KING EDWARD RD.
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'S
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DEEO: 07090-56V
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PROP. 48' RCP PROP. LOB LF 48' ROB. to 1.1Ox I -
- I
W -EXIST B SAN SWR' 0
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PROP 8' SAN SYR Ak10CAD I ., 1_
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Q i TOP B' SAN SAR-69328
e
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21 fzsr°.P ,>o s0
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185-15-110 185-15-1.17 INLLIAM FOWTN KING S.. mm
LEIGH ANNA NAGL c?Q I ?. I 1tllUAM S. BISHOP I PATRICIA CARROL WF /m'
HEWN L HALL IHIVI) \ 50F, e r RUTI C. BISHOP W 0[FC £3J7-925 WITHIN DRIPUNE OF All TREES
1 'f DEED; 11610-547 - _ e
1 1 5575 ROSNHOCO RD Sol, PROP 29"X 45' OffC' 3439-130 5901 W OR. GREATER THIN 12' IN DIAMETER
1 HORR. ELIIP. RCP f// g I 5851 OEWRON OR. SILT FENCE TO BE SKIRTED W STONE
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1 1 REMOVE AND MUM DRAINAGE r - - / SI'S71S.
1 RESET GUARDRAIL O PROFILE DATA -q L I
_Id _15-N6
f.\ 10-1
PROP ENOWADL N? I CARY M. MINTZ
a \ LI-VDA B MINTZ NF :I Ii i'
?J V // i 7 $ Ila _ _ Il,`-''?I DEED, 3952-:58
5174J OEVERON OF. I I I -
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PROPRA15+09.4=09. BASK `1
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GRATE EIEV= 89080 S \ 1
rr INV. WT= 692A0 INLET PROTECTION DATA
r Leo 'p INV. IN• 69350 1 W RELOCATE 75t IF \ \` \ qd? (TYPICAL) I 08L CB 8-70 I -'
T/I CB 8-7 LINDOST. E 1 Gil/F4A'RGST REMOVE EAST MH REPLACE EAST DBL CB `
u PROP CATCH BASIN LINE TO BIM I }Q
?T STA 15+68.4 DRAIN RffNCH (BY \ AND 50t IF EAST STA 17+35.45
V 1 CRAZE E1EV.= 700.80 PNG) v? SAN SWR I CRATE ELEV.. 70040
INV. WT= 89385 ?s PROP INV. WT= X4.70 ` .
MH 8-21 INV. IN= 883.05 EASE INV. IN(NS)= 695,30 °
PRDP MANNOIE I W PROP INY IN(BE)= 095.17 C?
u, REMOVE 102 lF STA 1 5 REMOVE AND RESET \` \ '4 L \ ?? - :, f? "
+0 \ `eaA. .•.epsr e g rNSr a I
EXIST. 36' RCP. RIM EIEV, 897.07 1352 LF Ei1tiT FENCE
i W
INSTALL PLUG INY. WT=891.W 100
1 .1 IN(E)S=•58245 ] \ \ ?.\ Wr.69& INI INV. n 20 "? ti
\ we /
A W FG Yb._
w 785-75-524
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OFED: 13504-768 [ a t^aee6a p - r v I Ste- S?fN9r pR?`V
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STA 18+8245 BShN SY
1 GRATE ELEV.-701.80 .;u N -_? ^uv I T/>P'`s
1 1 ' IN V. WT-694.41
1 I MN IN= 89187
AND ABANDON
NIKKI PAU P P
l NORMAN ALL W P8' LUG SAN SWR PIPE @ ce - woro ?
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BEHIND PROPOSED (BY PNO) Df:D: 1056-995 (Y
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RE 0 RESr' SMAN LOCATION. SSE SHEET Ux SEE S*HET 10 PROP 18, UTIUTY CMP, PLUG AND ABANDON
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DEED: 3061-226

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i DEED: 0000-G00

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PROP EN
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VATHIN DR]E12' F ALL DITREIEft

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= 709.0
WY. GUT-
WV. IN• 705.75 \ - L 1-

SILT FENCE
' WSIING CHANNEL HORIZONTAL.

ALIGNMENT SHEET 02 FOR CA055
\ III' AGESS ROAD SEE SHEET
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C ACTOR TO USE EXTREME CAUTION 3
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EN EXCAVATING NEAR UNDERGROUND
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BEN H, BAGCOTT .W. ,
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185-!5-151

MA L. WOOLARD Jv
MARGARET F. WOOLARD "- NOTES: I

I ALl 1REES NOT OICATED TO B REMOVED 3I
B1 ALL BE PROTE TED AND SAVE jE?, UNLESS
x85-15-152 IV '65-15-15,7
STEPHEN CURTIS MW IT THERVASE DIRECTED BY PROJEQT INSPECTOR. ,41MEs ROBERT IN7CDEN
XMNIFER BURTON pI / OEBOTAH A. WOODEN (H/1V) /\
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185-15-155
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NANCY H. SP.
OEFD.' 7157-396
715 RA.MA R0. r.
AO
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W
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EED: 5547-914
3 590 OEkRON DR,

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DEED: 5735-270

5917 DEWf.RGN DR DEED: 9712-759
5925 DEVERON OR
I DEED; 591a-975 2. ICONTRACTOR T LIMIT DISTUF ANCE TO ` DEED: Iz750-470

5941 DEVERON DR'
5933 GEVERON DR. W AT CAN DE S ABI RID DA) Y.
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PROP. 66 LF Ia' CLASS IV RO' 0 0.508 I PROP. 84 UP, 1B' CLASS IV RCP 0 0.5O% 0 0.508
ma
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RCP
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L - 735
PROP 56 ... ' WA__. _.. ... ___. _. _... .__. -_ .. ... i i. -- i.
j 24' RCP a EXIST I I f
2W.S GRACE EOE
EAST. 30 (TYPICAL)
:
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MATCH LINE SEE SHEET 12
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PROP. CHANNEL
IMPROVEMENTS
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r SEE SHEET 12

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DEED
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11

IN
ALIA ENTERPRISES C.
ED, 6581-57J
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DEED, :

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PROP. 24' RCP 1
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R/AIR RD
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N, 185-IT-115

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ALEXANDER AN5 M 1 0 11

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1 DEED: 6955-057
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PLUG AND ABANDON
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INV..DUT1738.'
]85-15-155 I,
DAY1D R. ,YBT f ,
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DEED: II57SP-J96 9
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PROPOSED IMP RAP PAD .-..'? 1.
PROVIDE MASS ,RIP PM
IRBENSIBPS: 1Bro_ _ J? _
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AND ABANDON
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PROP is-i
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GRATE ELEV. - 743.40
INV. OUT ELEV.- 738.17
NV. IN EIEV.- 738.37
AE1:N7VE 443 LF `I
EAST. 15' RCP I 1 $
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NEAREST EXIST WATER VALVE-
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PROP OOUBIE CATCH I ..
BASINIT) REPLACE
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GRATE ELEV.-043.57
IN V. OUT-739.94
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AND N MATERIAL c?
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TYPICAL) wN
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RAMA ROAD REPLACE 2533 NOTES
CURB 1
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PROP 118' RCP -4- PROP. 1B' AGP PROP' 78' RCP 1. s?HriLi?e PROTECTED INDICATED snvEO UNALE9S
OTHERWISE DIRECTED BY PROJECT INSPECTOR. NnE,
WHAT CAN BE STABWZED AIL .
,y ?A I a PROP CATCH BASIN ` I W
i
STA 3+42 E CAT ?' 1 W7E'
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DBl CB
WATER METEPS AS , _R 15-8{ 1?Y I I OF ALL TREES 189 05-501
WITHIN D?E1NE
' 1 m411; I GREATER THAN 1Y IN D INE 'ADG SCOTT BAXTER
_AELOCAIE/ADBUSi I ED fg4E cA 7E PoS! RD.
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( _ _ f8 t5-4 ENTERP-115 REDUCE ?N D DEED a'211-d2J
O WS
CLEF ENTERPRISES rNC.. EXIST CATCH BASH „ Q SYSIEMA
IN 0 LOWER EAST 8' WATER PROP CATCH BASIN
STA 2+78 DEER 2664-605 STA 3+89 I
5aD0 GATE POST Po, CRATE -741741.745.15 INV. q1T95 h- ?I I l
LANE, PA0410E ORATE ELEV.=74615
RESTRAINED JOINTS INV. OUT=740.20
CA 15-3 LENGTH OF RELOCATION INV. IN-741.30
PROP CATCH BASIN
STA 2+12
CRATE ELEV.=744,20
INV. OUT=740.77
WW IN=740.87
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EXIST. 24 RCP TO BE Q i a W
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EAST 2A" RCP i0 BE RENOVEPJ 0
PROP 100 PCP 0 0905
.<-- -' --'E /
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PROP. 92 LF VICE, 9 0.905 1 T I
PROP. 101 LP 29'X /5' xasz ELUP. RfP a 1.ao5 ; I I I ? I i I ? -'
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EXIST. CROUNO\
ELEV. (1YP;\I I , 1
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0+00 W 2+00 3+00 4+00 5+00
\ fir. `\\y\\\ S,gp`!`?`ppGFO \
\\. ? uN Lj46, /•Rl* \\ \\ IgA6'p???7pA, \l ? l
GATF? POSE DAD: G ??\ 9 ??? PPROP DOUBLE CATCH BASIN TO /
kp . "A REPLACE EXIST CATCH BASH I
I " ` zYC 'M- P p CITY SN In
(\
/ l S g• Sp 'k So'v GRATE AND FRAME-
I r / NCOOT STD. 840.03
\ C' SON ,? ;6 ! \ W STA M28
\ RA C. 185-15-135 - W'-- S y EXIST RIM ELEV- 7 / \ \
0.63
SANDRA C. KUCLIAANN EXIST INV. OUT IN = 10.0
EHARLf5 R. A'ULLMANM1' EXIST INV. IN = 710.63 \
S W °? G ?GRATt PE E
oFED 7104-1169
5844 GATE POST ROAD i - e At AV /
PR 10-1
PR
/
REPLACE OP CATCH EXIST- ATCHO
STA J+ SE)-CATCH BASIN
y o s / REPLACE 3083 l\F\ `??`
\% \ STA 0+000 OF C3JTIER I? 7
EXIST RIM ELEV. = 77291
'\ PAOP NV. OUT 1,7025
PROP NY. IN(SE) ° ll / ?. j' \ \\ AjJ
/ ,<•?"' EXIST INV. IN(NE) ? Bf F' \ S \ \ G +1
/ r y
REMOVE 100: LF ti P"I` \ S CC ?'?
"WW Ep5115' ACP r P??\p J ? \
CHARfS J MCCAn'N REMOVE AND STORE iRES RELOCATE //ADAIST "WW"? QO
/ BEVERLY J. NCCANN l\ FOR TRANSPLANTING IN RELOCATE WATER ME`IW9 TRSr er X- a o
OEEO: 09153-209 AREA DIRECTED BY HOME AFIRE HYDRA EXIST NTISF O (iYP.)A9
jA
,5814 DATE POST ROAD / \\ \ OANTR AND APPROVED BY GIRECIE
REMOVE AND RESET _-INSPECTOR SILT FENCE
\ EXIST RIP RAP AS / \ \ !\ " / \ \ "CAL)
DIRECTED V /J
Um?
/ EW 10-1 / 'e8 $ \ CI
ANCE
-- \ PROP ENOWALL ( G
SO£...Y STA 0+00 ) N
INV. EIEV,=898.55 fiaYA ?h
SD? / q 10-3 > R 15 ,J3 / o ° m
t ?`•.., .1 \\ N 10-7 REPLACE IN TOE INIEf ROSE N185
INLET G.A55'DN? ?? r Q Z 4 o
P"OP
z• t'? .,A S Cr y y? 1 SEA 1+04 J ?. EXIST GRATE ELENA 70680 ?x l? 6
/ \ 5900 CAIS ROAD
\ \ GRATEOELEV 705.00 /
INV. PROP INV. OUT= 701,38
INV. 9.54 STA. PAOP'INy. 2+68 IN= 701.88 EPO T
W i•69
IN=898.74 $ ?0 IN! ON
FE•'fR1?F0.R A //.I .. ; C \ } '. OE ?prea1J ?nu0m J ?? // /? (rmu)
H / ila
DRANACE '?R .? SOE ..,! \ /^pr < WW
DATA • \ t$ ! • '\\ j a o
? n MOVE \ \' SUE _ x UD NA," sft LF "FENCE TTI
EtiP V
Ell z
p5pp ?DE7 REMOVE 603 LF CONTRACTOR 10 USE smtEm? CAUTION
W \ BE Rq+ EXIST 24• RCP WHEN EXCAVATING NEAT UNDERGROUND W Z
\ ELECTRIC, TELEPHONE AND T.Y. CABLES
hI O sp??p ???
) HANG EXCAVATION IIC REQUIRED
WW Q C
V1 CnL'? , \, 0 n, Juk MEN CROSSING SERVICE CE LINES. z/I?? E.y ri„ R
PROP 36' RCP L a s• i zl"l0
W \ ?? SEE SXFEi 11 FOR ' 2a ? ?_ `^}?• o tr W
CIO \ STORM D NAGE
PROFILE DATA J 01 1G-2 BQM OII???/
G ,,,,X \2 \ v, \
R PROP DROP INLET TO ?
/ FAIOVE913 LF AV
NDIIN ORIPIINE OF ALL TREES
M W
P8 8-8,'!? , ?rx° \ EXIST 24• RCP \ 1 REPLACE EXIST DROP INLET E!"I O ?'1 A
TER THAN lr IN DIAMETER
PROP CATCH BASIN ?A
?? `, a/? \ Pnno n?o EXIST GRATE ELEV. 706.927EAfdNCE 10 BE SORTED IN STONE A
1 \J / PROP INV. CUT. 700.60 / OR AS DIRECTED TO PROTECT ROOT Ey
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PROP CATCH BASIN l' / ?0 ass N 4rl \ \ \
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78515208
RI HAftO N. ROSENTHAL
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V
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DEED: 3081-128 OEEJ: 5038-8J5 f
DEED. 51a8-947
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DEED : 8614
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REPLACE EXIST CATCH BA9N
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GRATE ELEV. ` 711.72
(TYPICAL) ' PROP NV. OUT .706.69 -
N
38' RCP 1
PROP PROP NV. IN(SE)-h 706.69
EXIST INV
IN
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v

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m INV. OUT - 704.24
ylae INV. IN • 70520 W ?i

ABANDON PER NmOT

--,
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TW O

+
LIMITS
OLS URRRANCE 11 m
OypCALI
EXIST DROP INLET TO REMAIN, 01
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ABANDON EXIST 36' (O,I
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N000T 570. 89D7L _ - a• I I
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ES

G£lA'Y A. GA1NE5 NF
OF_'D: J091-226
5942 CA P05r RO_
-

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185-15-131
k 185-15-129
I CARY 14
SULLIVAN
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OR AS DIRECTED N PROTECT ROOT
SYSTEMS

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ACIZA D. GELS I
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185-l5-IJO U UREEN N. SULLIVAN
l
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JOAN HUNT HOOKS DEED: 6180-579
NF ,^
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GEED: 1115.-409
12877-
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9783-
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PROP INV. IN(SW)- 72620

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1„5-1
5 -71d STEVEN L RNSLEY
KAREN G. RNSLEY
P
'
I 185-15-216
LI'ANG TRUST RUAVOLIST (n V1
DEEP, Do 6
7 B
10
08 10354 PG 647
5934 BRACE RD.

- - - J

- - - -
ANOTA HUNT
0
257
D8 OjO45 G 446
DEED: 0702
8
5919 BRACE AD 5
RD.
d i 185153f4 Id5?537J
PP,ESTLW C. Rt.ITE ?I
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BRACE RD. L
DEED: 06149-907 ¢ EPVpAS J SPANOS .4
5940 KSPKPARICK Rd
E
SPANS I ROBERT LEE SENTSW
RE SMITH
1
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D;
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'EED: 03220-215
I • II 59$2 KIRKPARICK RD E
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exr ml ?ESe i In I I us, nSSr L J .LANNEM fAAVFN RAYMOND M. AkDWON
a, , . e96.at OEEO 01776-087 PATRICK L. ANDERSON
x. xv. au, • ease, 411 ALJVOAE PLACE D.B. 13345 PC. 849
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PROP. DOUBLE CATCH BASIN REPLACE EABT DROP IN
LET
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j
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U I GRATE TYPE'E' \ \ 0
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186-1b-JIO
7 SARAH S ABERNETHY SbF ?`A r J
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SHAD.
4C0 aUENOAIE PUCE I _ D CONTRACTOR IMMEDIATELY
J N. / SQ ?"T PROTECT IIMFENCE
x EwsT a-`? F `- PLUG EAST 18' RCP i
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NEAREST EXIST WJ-LPL J L
GEAR EAST WATER E LNE AS NECESSARY -y N w_w n n w w w x- wL -1" -- w, F w w +
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tWAnoNAPakoX. -Ste'-'SS----SS----:S g,,.-_ c W1.cana c
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UNITS REPUa w9
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-- - ?- - INLET PROTECOON
CB 18- (TYPICAL)
PROP CATCH 9ASN TO REPLACE.
EAST S10AM MANHOLE
S TA 1420
MAW FI N.•AA2.M f --
EAST NV.
NQTE
WITHIN DRIPUNE OF ALL TREES
GREATER THAN 12' IN DIAMETER
SILT FENCE TO BE SKIRTED IN STON
OR AS DIRECTED TO PROTECT ROOT
SYSTEMS.
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FOR
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DATA SHEET 32 FOR STORM
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I
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I ELIZABETH II ALLEN .

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DEED.
Say! ROBINHD00 R0.
I iks L. 615

C nLESUE6 L. ONES

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38+
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PROP CATCH BASIN
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7971-727 W OT MH 20-2
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OUT-
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P AND OTHERWISE DIRECTED BY PROJECT INSPECTOR.
J -`./ yp)L
uABA E)asT o g ?! yL J I f OMITS OF VA74N ORPINE OF ALL TREES 2. CONTRACTOR TO UNIT DISTURBANCE TO
PIPE ' ) J ( ' DISTURBANCE GREATER TIHA
SILT FENCE T IN m STONE ( WHAT CAN BE STABILIZED DAILY. 'I
(TYPICAL) TON BEA t2'STIN DIAAHE'
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DEED: 3888-866
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DEED' 9161-428 8 1 C CT ONSTRU OVER EAST IB' RCP DRIVEWAY PIPE
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DEED. 5769-840 \ r ?I EXIST INV. IN- 73228
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185-14- 245 ! 15 1 707-t DR GREATER THAN 12' N DIAMETER
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DEED: 3316-059 SYSTEMS
/ 327 UNNGSTCN DR 1
I85-19-1:4 165-14-115 i I;II i E IQ
CORDON C. COLE
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DEED 5369-496 n I III IW
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185-14-t22
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CYNTHIA ANN HOUSTOFI
OE£D: 6875-190
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ROBERT D. DAYTON w
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DEED' 6166-216 1
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I
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PROP MANHOLE
STA 2+28(W)-
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PROP MANHOLE
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A) ALL TRAFFIC CONTROL DEVICES AND PROCEDURES SHALL CONFORM TO ME REQUIREMENTS OF ME
WORK AREA TRAFFF7C CONTROL HANDBOOK (W.AT.C.H.). THE CURRENT EDI710N OF THE MANUAL ON
k=
1. TRAFFIC CONTROL DEVICES SHALL BE LOCATED NO CLOSER THAN 5 FT. TO A TRENCH AT
DEVICES. THE CURRENT EDITION OF ME NORTH CAROLINA DEPARTMENT OF
TRAFFIC CONTROt.
SEQUENCE OF CONSTRUCTION EXISTING GRADE, MEASURED FROM ME SOW FACING TRAFFIC. DOT)
DEVICES F FOR
N UNIFORM TRAFFIC C CNiR
(NAYS. SUPPLEMENT TO
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CON STRUCT PROPOSES IMPROVEMENTS IN PHASE I COMPLETE BEFORE 2. MAXMNM SPACING BETWEEN CHANNELZWG DEVICES SHALL BE 20 FE N TANGENT .
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S ANTI -0 STRUC
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TNS FOR
ROW
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.
AI_ CREST
K LU SHALL. ORK ARE ALL
N X
OAI
2ONfAL
WNW,
A
VER
NE
BE
WOR
EXTENDED SH
DRAWINGS AND YD STANDARDS 4IOWNC TRAFFIC FIC CONTROL DEVICES 10 BE USED WHERE
CONES FOR DAYLIGHT OPERATION ....................................,................................. ........... .......................
........?
PHASE 1 MAT
LANE CLOSURE BEGINS IN ADVANCE OF ME CURVE AND MINIMUM STOPPING VARIOUTYPES OF
CONSTRUCTION ACTIVITIES ME OCCURRING N ME PROTECT. O d

SIGHT DISTANCE CE IS IS 457. SEE STANDARD 1101.11.

THESE DRAWINGS AWING AIWNGS ARE FOR APICAL STATIONS AND SHOULD SMQRD BE ADAPTED TO THE
A

DRUMS ............... ................................... ............................ ...................... ..............................................

........ .? C

d

STEP i CONSTRUCT PROPOSES CHANNEL IMPROVEMENTS BETWEEN
ACTUAL RED CONORIONS WHICH EXIST. DUE TO ME UNFORESEEN FIELD 'o
O
MU CREEK ACHE APPROXIMATE CHANNEL STATION 104W. 4. WHEN TRAFFIC PROCEEDS THROUGH OR AOJAMNT TO CONSTRUCTION ACTIVITY OR A SITUATIONS, IT MAY BE IMPOSSIBLE TO ADAPT ME PRESCRIBED TYPICAL DRAWING
SHINC ARROW PANEL ........................................ ..................................._..........,........... ..................
M ?
... - d m

U M
ATI END NO WA WA

P PIPES
REM V
VIE EXISTING CULVERT LLS AT 8
A
SIN(S) (CSI) SHALL BE USED
WORK ZONE FLAGMA(S) AND FLAGGER
SYMBOL
Cfl STANOAR ET D
9NATIN ME
FIELD
RE SINN i0 ME ACNAi

OO lt N

In
ADDIS DRIVE. CONSMU
STRUCT PROPOSED
3-SIDED CONCRETE RETE TO SLO
BY BY
LD/O/OR
AS DIRECTED ENGINEER TO
TRAFFIC AND
N
STOP
GREG IT M
SH
AL
CNTRACIN. AT THEE
F ENGINEER 6HALL MOVE, SUP PPLEMENT. STATIONARY CONSTRUCTION SIGN ..................................... ...,................ ....... F d '
'
A
-
5
STRSCTU MRE IN WAN AT 2506 IS
ON N D DRIVE. WORK AREA.
9 SHALL NOT BE E
THROUGH ME
DIRK
SIN UR
DISPLAYED
EXCEPT TYI
AND/OR REMOVE M ME CONTROL CONTROL TO
HIM THESE
REMOVE TRAFFIC o AL
O Z N N
VICE
SERVICE LINES FOR 5250 AND
CONSTRUCT NEW SANITARY SEWER
5258 AOOSN DRIVE. CONSTRUCT PROPOSER NEW DRIVEWAY ESEN
WHEN FLAGGEN IS PRESENT. CAL
TYPPICAL DAAWNGS AND/OR STANDARD NpARO ORAWNGS TO ENSURE THAT ME MOTORIST CAN
ENSURE
PA55 THROUGH ME CONSTRUCTION AREA IN A SAFE AND EFFICIENT MOLTER,
R0.CL?A .........................,.....,.............................................. ......................,...........,............................,..
-0
Q
(A
IQ
9 y m <
M
FROM STREET TO SERVE 5250 AND 5258 ADDISON DRIVE CONSTRUCT
b M «
UJ O
W
l N T`
W
PROPOSED CHANNEL IMPROVEMENTS FROM APPROXIMATE STATION S. ME CONTRACTOR SHALL MAINTAIN A SMOOTH TRANSITION FROM EXISTNG PAVEMENT C) CONSTRUCTION PHASING MAY DICTATE THAT TWO OR MORE TYPICAL DFAMNGS OR PORTABLE MOUNTED SIN ....................................................... ..........,.............................-........-...... .-..... .
O
p t
J N

10400 70 STATION 17+G6. TO PROPOSES PAVMG OPERATION.

CHLNDUZING DEVICES
STANDARDS BE USED IN ONE AREA OF CONSTRUCTION
O XI d N b %
.
ASSOCIATED WM THESE 71PICAL5 SHALL BE MOVED
N
SUPPLEMENTED
TANKED WORK AREA .......................................................................................................................................... ...® O n t m O Q
3 U
`
STEP 2 CONSTRUCT PROPOSED CULVERT AND HEADWALL STRUCTURES 6. CONTRACTOR SHALL SUPPLY AND INSTALL ALL TEMPORARY PAVEMENT MARKINGS ,
,
, 4
N I
AT NOTTINGHAM DRIVE. STUB-NT 76 IN. AND 42 IN. PIPES
AS SHOWN ON THE PLANS OR AS DIRECTED BY ME ENGINEER REMOVED AS REQUIRED BY ME CONSTRUCTION PHASING OF ME PLANS ME
DIRECTION CE TRAFFIC .............................. ..................................................................... ..-.................
.. p `
M
NORTHEAST AND SOUTHEAST.

7

E
ETED T
ATISF
T
ALL YAAM N A PHASE MOB! GI COMP LOCATION AND POSITIONING OF THESE DEVICES STALL BE APPROVED BY ME

i0
ENGINEER ENSURE THAT ME MOTORIST DOES NOT AE EIW FALSE INFORMATION

EMPORARY PAWFNT

®
C-1
a
d

STEP 3 CONSTRUCT PROPOSED 8-FT. X 5-R. CONCRETE 8N WILVFAi . O
S
AC
ION
L
WHEN TWO OR VINE IMEALS AND/OR ROADWAY STANDARD DRAWINGS OVERARM. .......... .....................,................................................._................................,..... ..
AND HEADWALL STRUCTURES AT 546 NOTTINGHAM DRIVE. P ENGINEER PROM TO BEGINNING NIN ANY Y WORK IN ME E NEVI PHASE.
OF ME U
INCLUDING BUT NOT UMTED TO
O)
A
SIGNS
P
A
T
PRE
ME GENERALLY MOUNTED
STEP 4 CONSTRUCT RELOCATED SANITARY SEWER AND WATERUNE ON ORM
R GUIDE
W
LLY USED
TRFIA THROUGH
ON WARN AND OUTDO TRAFFIC
FOR
U
N AN
SHORT-TERM
r
ADDISON DRIVE CONSTRUCT PROPOSED PIPE CULVERT AND A UTILITY RELOCATION WORK, OR R AR NO
N A A CONSTRUCTION
LEAS WITHIN MI
CONS
LSH
ZONE
OPERATIONAL
ASSOCIATED HEADWALL STRUCTURES AND JUNCTION BOXES
CONSTRUCT PROPOSED CATCH BASINS AND STORM DRAIN LINES B. BACKFTIMNG. PROOFROLUNG. AND PAVEMENT RECONSTRUCTION.
C CURB AND GUTTER INSTALLATION AND STORM DRAINAGE STRUCTURES INSTAL
ATIO STALLED
-
E ART F OPERATIONS . SHOWN ON
9N5 STALL PRIM TO THE STMT OF AN ME
CN ADDISN DRIVE. CONSTRUCT NEW PAVEMENT ON L
N.
D
INSTALLATION OF TEMPORARY PAVEMENT MARKINGS AND TRAFFIC PUNB N AS DIRECTED iED BY ME ENGINEER. SINS SHALL. BE MAINTAINED IN W PROPER
ADDISN DRIVE. .
CONTROL DEVICES WHEN REWIRED POTION AND KEPT CLEM AND LEGIBLE AT ALL TIMES. IF NEED BE, N 2 -
. ifIOY SHALL BE BALLASTED OR WEIGHTED IN SUCH A MANNER THAT THEY WILL BE T._ 9g
STEP 5 CONSTRUCT PROPOSED CHANNEL IMPROVEMENTS BETWEEN STABLE UNDER VINO AND VEHICLE ACTIONS' THEY SHALL BE REMOVED WHEN NOT ,j
NOTTINGHAM DRIVE AND ADDISON DRIVE. & AT NIGHT AND DURING PERIODS OF CONSTRUC71M INACTIMTY, ME APPUCABLE. ME BOTTOM OF ME SIN SHALL BE A MINIMUM OF 1 FT. ABOVE
I1 ,
7
DIFFERENCE IN ELEVATION BETWEEN LANES SHALL NOT EXCEED 1 IN.
.
STEP 6 CONSTRUCT REMAINING STORM DRAIN SYSTEMS IN PHASE 1
AT CONTRACTO R'S OPTION, STEP 6 MAY BE DONE 9. THE CONTRACTOR SHALL REPLACE ANY EXISTING PAVEMENT MARKINGS E) BALLASTING SHALL BE DONE WTM SANDBAGS OR OTHER YIELDING MATERIALS
'
CNCUENTLY WITH STEPS 1 THRU 5. PROVIDED, EACH
WHIN HAVE BEEN OBLITERATED
BY CONSTRUCTION PROCEDURES AT ME
ED A POSITION THAT THEY 00 NOT BECOME MISSILE OR CAUSE
PLACED WNG DIAGRAMS THAT APPEAR IN
WORK AREA TRAFFIC CONTROL HANDBOOK
THE
STORM DRAIN LINE IS COMPLETED FROM LOWER END TO
UPPER END ALNC MM ALL ITS ASSOCIATED STRUCTURES OPERA ON
END OF EACH GAYS OPERATIONS. N BL
UNREASONABLE DAMAGE If HIT. (W.A.T.CN)° Ott OF NLLOi1E IWPLIIIENi OF TRANSPORTATION, CHARLOTTE NO,
GATED JUNE 1995 AND ME LATEST RE'ASION THERETO ME APPLICABLE TO THIS PROJECT
BEFORE COMMENCING ME NEXT SECTION.
10.
IF A 1SENCN OR A DIFFERENCE IN GRADE GREATER ML 1 N. NEEDS 70
0)
ME CNTRWIDR STALL NAAN ALL HAZARDS WITHIN ME LIMITS CE ME PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS.
HA REMAIN OPEN OVERNIGHT, AREA SHALL BE BACK TILLED IN ACCORDANCE WITH
THIS SHEET
DETAIL 'A*
OR TRAFFIC BEARING STEEL PLATES SHALL BE USED WITH WELL-MAINTAINED SINS, BARRICADES WARNING ANO/DR NANNEULNG OENCES
ON CONNECTING ROADS
ALL BARRICADES SINS WARNING
AND/OR WAT.C.H. DIAGRAM TO BE USES

-

STEP 1 CONSTRUCT PROPOSED STORM DRAIN PPE UNES AND ASSOCIATED ,
.
. ,
,
CHANNEUZNG DEVICES SHALL BE MOVED, SUPPLEMENTED, CHANCED. OR REMOVED AS
WA `BL ]IIlE;. _?
STRUCTURES AND PROPOSED CHANNEL IMPROVEMENTS IN PHASE 2 11. CONTRACTOR SHALL PROVIDE AND INSTALL ALL FINAL PAVEMENT MARKINGS. REWIRED DURING TRIP PROGRESS OF CONSTRUCTION AS APPROVED BY ME ENGINEER. 4 ..........................................................................................WORK AREA ON SHOULDER '
COM MENCING AT ME EXISTING CULVERT OUT FALL AT ROBNHOOD ROAD COOT TO PROVIDE FINAL SINAGE.
9_ .....................................................................,.................,TWO-WAY. ONE-NN TRAFFIC .?
AND PROGRESSING UPSTREAM TO RAMA ROAD. 1Z CONTRACTOR SHALL NOT WORK N BOTH 4055 W ME ROADWAY SIMULTANEOUSLY F) FLACCERS' ATTIRE SHALL INCLUDE A FLUORESCENT ORANGE VEST, SHIRT, N 10 .......................... ..1ND-WAY, NE-ERIE TRAFFIC -
STEP 2 CONSTRUCT REMAINING STORM DRAIN SYSTEMS IN PHASE 2. WITHIN ME SAME ARE& JACKET WORN AS ME OUTER LAYER OF CLAMING. THE FLAMER SHALL BE
EQUIPPEO WTH A SNP/SLOW PADDLE (SEE MUTCD, PART IV. SECTION 6F-2, PACE
CONTRACTOR'S OPTION, S S TEP 2 MAY BE GONE
AT
AY 13. ALL TRAVEL LANES SHALL REMAIN OPEN WRING PERIODS OF CNSTRUCTON OF-1). RED FLAGS WILL BE ACCEPTABLE IN UEU OF ME PWDIE IN EMERGENCY
EACH
CONCURRENTLY WITH STEP PROVIM INACPNIU UNLESS OMEAMSE INSTRUCTED BY ME ENGINEER. SITUATIONS ALLY. MGGERS PROPERLY EQUIPPED AND INSTRUCTED, WILL SE
ME FOLLOWING ROADWAY STANDARDS THAT APPEAR IN 'ROADWAY STANDARD DRAWINGS -
STORM GRAN LINE IS COMPLETED FROM LOWER END TO
TED STRUCTURES
ER FIND
NC MM AL
ITS ASSOCI
PROVIDED BY THE CONTRACTORS AND STATIONED AT ME LOCATIONS SPECIFIED UR
METRIC" ROADWAY DESIGN UNIT, N.C. DEPARTMENT OF TRANSPORTATION, RRLE(N, N.C.,
UPP
AL
L
A
BEFORE COMMENCING ME NEXT SECTION. tA. CONSTRUCT) Q ROADWAY STORM DRAINAGE LINE 24-IN. AND SMALLER ACROSS AS DIRECTED BY ME ENGINEER. A FLUORESCENT ORANGE CAP MAY BE REWIRED. DATED JANUARY 1990 AND THE LATEST REVISION THERETO ARE APPLICMLL TO MITI PROJECT
EXISTING TRAFFIC SHALL BE DONE IN HALF SECTIONS USING FIAGERS AND LANE AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS.
CLOSURES, AND PAVEMENT SHALL BE RFPAREO USING DETAIL b' (SEE SHEET TC-2A) G) ME CONTRACTOR SHALL BE REQUIRED 70 FURNISH, INSTALL RELOCATE, AND MAINTAIN
PHASE 3 PIPES AND BOX SECTIONS GREATER MAN 24-1X. IN DIAMETER MAY REWIRE ROAD ALL TRAFFIC CONTROL DEVICES, SINS BARRICADES, WARNING AND/N NWOT STANDARD ORAWNG TO BE USED:
CLOSURES AND DETOURS WERE REQUIRED, THESE ME SHOWN ON ME TRAFFIC CHMNEUZING DEVICES FOR WORK SITES AND DETOUR ROUTES AS SHOWN IN TRAFFIC
SPJ
NO. ?IlE
CNSTRUC7 PROPOSED SPAIN PIPE LINES AND ASSOCIATED STRUCTURES CLAIROL PUNS. CONTR 0. PUNS UNLESS OTHERWISE SPECIFIED WITHIN THE TRAFFIC CONTROL
PLANS. ME LOCATION AND POSITIONING OF THESE BARRICADES SINS, ETC. .
:
1110.01 ..................... ................ --.................. ...................... STATIONARY WORK ZONE SINS
AND PROPOSED CHANNEL IMPROVEMENTS IN PHASE J. 15. SPECIAL ATTENTION SHALL BE PAID TO PEDESTRIANS AND TO MAINTAINING EXISTING SHALL BE APPROVED BY ME ENGINEER. 1110.02 ............................ .................. .................................... PORTABLE WORK ZONE SINS
WALKWAYS AND SIDEWALKS. ALL TEMPORARY SIDEWALK TO BE COMPACTED ASPHALT CONCRETE. 1170.0 .............................................................................DRUMS
NOTE: H) WORK ON ME PROJECT OR ANY SEPARATE ACTIVITY THEREIN SHALL NOT START
1135.01_ ..............................................................................CARES
DUNK WITHIN EACH STEP SHALL BE COMPLETED. INCLUDING RESTORATION UNTIL ALL O THE REWIRED SIGNS BARRICADES. WARNING. LID/OR NANNWLNC -&01.. .......................... BLIOC.10E5
................................................ -BARRICADES
AND ACCEPTANCE, PRIOR 10 BEGINNING ME NEXT STEP, UNLESS OMERMSE DEVICES ARE INSTALLED AND APPROVED BY THE ENGINEER.
1150.01 ....................... ...................... ..................................... FUClFAS
DIRECTED.
I) ME CONTRACTOR SHALL CONTACT WS JORDI [phone] MM ME CITY W
CHARLOTTE DEPARTMENT OF TRLSPORTARON (COOT) TWO WEEKS PRIOR TO MORNING
ANY WORN THAT WLL REWIRE ME PLACEMENT OF SINS N OMER TRAFFIC QGNTRW
DEVICES BY TH E CITY. CONTACT MUST BE IN WRITING TO ME MANAGM IMPLEMENTATION
SECTIONN. WITH CURRENT TELEPHONE CONTACT.
J) ME CONTRACTOR IS 10 WO FY COOTS GUS "Di (704) 3M-706610 WORKING DAYS W ADVANCE O
MY ROW CLOSURE OR 5 WORKING DAYS PRIOR TO CLOSING ONE OR MORE TRAVEL LANES OVERNIGHT.
P
TR
OF
K) ME CON
ACTOR MUST HAVE A MINIMUM OF TWO FLAGMEN PRESENT DURING ALL
ERIODS
CNSIRUCTION ACDMTY TO WAIST IN ME MOVEMENT OF TRAFFIC MRWGH THE WORK AREA TRAVOUAY WORK ZONE
ADDITIONAL FLAGMEN MAY BE REQUIRED AS DIRECTED BY ME ENGINEER N W0T

L)
ANY EXISTING PAVEMENT MARKINGS DETERMINED BY ME ENGINEER TO BE MISLEADING I I N . MAXIMUM COMPACTED 6fBELT
G NANULM MATERIAL
m
,
M N CONFLICT WITH ME TRAFFIC CONTRA PLAN SHALL BE FIND VED IMMEDIATELY
BY ME CONTRACTOR PRIOR TO PROCEEDING WM ANY CONSTRUCTION ACTIVITY PAVEMENT EXIST. PAVEMENT / i
x
G
MARKINGS SO REMOVED SHALL BE REPLACED BY THE CONTRACTOR FOLLOWING COMPLETION 9,F OPE MA z ?i

OF CONSTRUCTION OF IMPROVEMENTS IN THIS PROJECT
:_:._...... ....
X)
c£:...55.=........
TIF

M)
ME CONTRACTOR BULL MARIAN TWO WAY TRAFFIC N ALL PORTIONS Of THIS PROJECT 6
UNLESS OIHERWSE SPEOFI D HEREIN, AND WILL BE REWIRED TO PROVIDE PROPERTY
OWNERS ACCESS TO THEIR PROPERTY THROUGHOUT ME PROJECT, INCLUDING
INGRESS AND EGRESS FOR BUSINESSES. DETAIL A
N) ME NEEDS ON ALL PEDESTRIANS, INCLUDING ME VISUALLY IMPAIRED, ME HEARING IMPAIRED N
I
S m
AND MDSE WIN OTHER PHYSICAL DISABILITIES, MUST BE ACCOMMODATED AT ALL TILES .
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\ \
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/ ROBERT
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1. CONNECT EXIST SERVICE LATERAL
AT 5427 TO NEW 8" SANITARY
SEWER PLUG

4z
AIL;
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6 I
AND ABANDON EXIST Ur
SERVICE LINE WEST OF PROP 8"
SANITARY SEWER MAIN. aC)OP 90
OZ 90
2. DISCONNECT EXIST WATER TAP AT
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2. CB 7-6 185-10-110 I I?
PROP CATCH BASIN H L INVI STMANTS LLC
O.B. 5997 P0. 453
PROP CURB 5451 ADDISON DR REFER TO SHEET 8
REPLACEMENT OF 32 FOR STORM
DRAINAGE DATA W W m
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5427 AND EXTEND AND RECONNECT 7 i w F A
z
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CONNECT EXIST SERVICE LATERAL AT 5843
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a DEED: 3951-556 PLUG AND ABAND
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NOTES: Q
CONNECT EXIST SERVICE LATERAL AT 5842
1 WATER METERS AS
.
REFER TO SHEET 11
DEVERON OR TO NEW 8" SANITARY SEWER.
OF 32 FOR STORM REFER TO SHEET 9
DIRECTED (TYP.)
OF 32 FOR STORM F
W
a
wen
PLUG AND ABANDON EXIST SERVICE LINE
DRAINAGE DATA DRAINAGE DATA W
p
T p p
WEST OF PROP 8" SANITARY SEWER MAIN. i
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THIS
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S
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668 ?.... ..__ .. _._...:_ ?. _... _. :._..._,. __ .. .668
MATCH EHIEIING SLOPE
U15:1

664.',.._.- ?NOCNSTAUC7Nk! EWIPYENS---
,-
-
- ROP-Fl00DPEAOFSELF
'6fi1.
THIS SIDE OF CHANNEL Y ABOVE CHANNEL BOTTOM',
SLOPE TO CHANNEL 107008
I i SEE PUN FOR WIDTH AND UNIT. 1
80 -60 -40 -20 0 20 40 60 80
6+00
680 r-... _... .__ ....__..n.._.. ...._.... _.. ....... 680
676.'._.__ .-..._ _... __ ',.. _ .. .. .y___ __.. .j 676
5+50
680
676
672
688
664
680
676
672
868
G6<
UNLESS OTHERWISE N
OTED
20 40 60 80
NOTE
MAINTAIN EXISTING CHANNEL BOTTOM
ELEVATION UNLESS OTHERWISE OIRECTEO
BY PROFlLE AND CROSS SECTION.
9+00
684 t ............ :--. - .,.. `.? _ ... _. ''..'. 684
i
676 _ -------- ---
. ... 672
0:TI
J PROP CADICN WALL
:.,..2668
I I ,

! LOW FLOW RUNNEL

-60 -60 -40 -20 0 20 <0 60 50
8+50
680. .._.. .:.. .....:...._.._
676
672
668 --r
PROP
80 60 0
8+00
680
676
672
668
664
-80 -60 -40 -20 0
680
676
672
668
20 40 60 80
?- 600
.576
-I. 672
..___.; _.._..,...._.._..___ ? 668
1TION EMSTING '-
-' 664
40 60 80
9 ?
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-20 20
-60 -40 -20 0
1+50
664 --- ...._....,664
- COIbTHUCOON EQUIPMENT
'?. THIS1SIDE OF CHANNEL
!
THI
.. ! _.. _? HOW )POB 90E
660
660
TRAPEZOIDAL CHANNEL
ki SLOPE, 6 BOTTOM, RIDTH
UNLESS OTNEgA1g NMED .
656'_ :........ _......... _?...._.. ,,,::.. _... _._. .... :_.. . !__. _' 656
-80 -60 -40 -20 0 20 40 60 80
0
NOTE:
MAINTAIN DaSTING CHANNEL BOTTOM
ELEVATION UNLESS OTHERWISE OIRECTm
BY PROFILE AND CROSS SECTION,
u
676
672
668
664
E60
-60
672
666
664
660
-80
666
664
660
-80
5+00
-60 -40 -20 0
4+50
4+00
-60 -40 -20 0
20 40 60
20 40 60
4 ?
O
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mo
p U N
676
672
668
664
660
80
yj
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668
664
1660
80
m
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668
664
660
80
+
UZO
oAa Ww±
to ?
-60 -40 -20 0 20 40 60
N4TES
1. OMIT COLLAR AROUND EACH SHRUB WHEN IRRIGATION SYSTEM IS PRESENT.
2. INSTALL TOP OF PLANT BALL Y ABOVE FINISH WADE.
3. TAMP PLANING MIX FIRMLY AS PIT IS FILLED AROUND EACH PLANT BALL
A SOAK EACH PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION.
5. WHEN CONTAINER GROWN PLANT MATERIAL S USED IN LIEU OF BALLED
AND BURLAP MATERIAL REMOVE THE CONTAINER COMPLETELY.
B. WHEN CONTAINERS ARE REMOVED FROM PLANTS CORRECT / LOOSEN
MATTED OR ENCIRCUNG ROOT$
5TIVP, GREEN.
F-15-
.G.
PIAGING
17,2'X18' WOOD STAKE
W/ CENTERED 3/8'M HOLE
?'bad. /
FlMLY TAMP SOIL MIX UNDER EACH -
PLANT BALL TO MINIMIZE SETTLEMENT
FLUORESCENT FLAGGING -
1'X2'XI V WOOD STARE -
W/ CENTERED 3/8'0 HOLE
FINISH GRADE
OEPRI
'scAVFY SOIL
') 2' Mh
12'
FlMLY TAMP SOIL MIX UNIX
PLANT SAL TO MINIMIZE 5
94 TYPICAL TREE AND SHRUB PLANTING DETAILS
SPACING VARIES
Y TRENCH AROUND IYPICN. COLLAR
ENTIRE PLANTING BED
WHERE CONCRETE EDGING
IS NOT INSTALLED MINIMUM 2" HT.
CAL
MULCH
FINISH GRADE BACKFILL PLANTING SOIL
MIXTURE AS SPECIFIED
PLANTING PIT
6" MIN.
FIRMLY TAP SOB MIX UNDFA EACH
PLANT BALL TO MINIMIZE SETTLEMENT
PROVIDE MINIMAL PRUNING, ONLY
TO CORRECT DAMAGED BRANCHES
DC NOT CUT LEADERS.
STRAP LOOP WITH KNOT
NATURAL ROOT COLLAR
3' - Y ABOVE FINISH GRADE
WT AND REMOVE UPPER 113
OF BURLAP. NO SYNTHETIC MATERIAL
CUT AND REMOIeVvE?U?PPER 1/2 OF
WRE BASKET (FROM ROOT BALL
AND PIT).
PROVIDE B' RADIUS UNMULCHED AREA
ABOVE HOOT BALL
4' LAYER OF SHREDDED PRE WOW MULCH
4' HIGH WATER BERM
COMPACT FILL TO BE BENCHED IN
BA U. PLANTING SOIL MIXTURE SCARF
AS SPECIFIED . (TYP.)
TWDE
?P•- PLANTING PIT
PROVIDE MINIMAL PRUNING, ONLY
TO CORRECT DAMAGED BRANCHES
DO NOT CUT LEADERS.
STRAP LOOP WITH KNOT
TREE WRAPPING (IF SPECIFIED)
NATURAL ROOT COLLAR
3' - 5 ABOVE FINISH GRADE
GUT AND REMOVE UPPER 1/3
OF BURLAP. NO SYNTHETIC MATERIAL
CUT AND REMOVE UPPER
CORE BASKET (FROM ROOT' BALL
AND PIT).
PROVIDE 8' RADIUS UNMULCHED AREA
ABOVE ROOT BALL
4' LAYER OF SHREDDED PINE WOW MULCH
TEMPORARY 4' DEPTH EARTHEN SAUCER
BACKFILL PLANTING SOIL MIXTURE
AS SPECIFIED
PLANTING PIT
PROVIDE "IN- PRUNING. ONLY
TO CORRECT DAMAGED BRANCHES
00 NOT CUT LEADERS
NATURAL ROOT COLLAR
Y - 5' ABOVE FINISH GRADE
CUT AND REMOVE UPPER 1/3
OF BURLAP. NO SYNTHETIC MATERIAL
CUT AND REMOVE UPPER 1/2 OF
WIRE BASKET (FROM ROOT ALL
AND PIT).
PROVIDE 6' RADIUS UNMULCHED AREA
ABOVE ROOT BALL
4" LAYER OF SHREDDED PINE WOW MULCH
TEMPORARY 4' DEPTH EARTHEN SAUCER
BACKFIL PLANTING SOIL MIXTURE
AS SPECIFIED
PLANTING PIT
FlMLY 1
PLANT BALL TO MINIMIZE SETTLEMENT
NOTE
1. MIN. 1/2' WIDTH NYLON STRAPPING MAY BE SUBSTITUTED FOR SISAL ROPE
AND R HOSE
7- REMOVE ALL TREATED OR PLASTIC COATED BURLAP, WIRE, STRAPPING OR
NYLON TWINE FROM PLANT BALL.
3. INSTALL TOP OF PLANT BAIL MIN. 2' / MAX 3' ABOVE FINISH GRADE
4, SOAK POOR SAIL AND PR IMMEDIATELY AFTER INSTALLATION.
5. WRAP TREES FROM GROUND TO LOWEST BRANCHES WITH BURLAP OR TREE
WRAP SECURE NEAR PAPER. TOP AND BOTTOM WITH HEMP STRING ONLY.
S LENGTH OF RUBBER HOSE TO BE 2/3 CIRCUMFERENCE OF TREE
7. SEE SPECIFICATIONS FOR OTHER PLANTING REQUIREMENTS
S CO NOT INSTALL DURING PERIODS OF WET OR FROZE) SOIL CONDITMNS.
8, SET TREE MERTIM IN ALL DIRECTIONS (PRIOR TO STAKING).
10. IF TREE IS GUYED, EVENLY SPACE GUYS INSTALL STRAPS TO ALLOW
PLAN MOVEMENT. STAKING, AS A SUBSINUE FOR GANG, SHALL
BE DONE ONLY AFTER TOWN APPROVAL
11. TEMPORARY SAUCER SHALL BE OUTSIDE OF BACNFILL.
N.T.S.
BRANCH PACKING STALL CONSIST OF APPROVED
SPECIES LISTED IN TECHNICAL SPECFlCATONS
AND SHALL BE INSTALLED BETWEEN LIFTS AS SHOWN
AT A LONGITUDINAL SPACING OF 25 INCHES ON CENTER. SHALL LDIADIAMETER BETWEEN 1/VAST LONG AND HAVE LEAVES
AND SIDE BRANCHES SHALL REMAIN INTACT.
COMPAC ED
IN 12' LIFlB
18' H.i-
MAINTAIN EXISTING
DRAINAGE
TYPICALLY, MATTING MAY
BE PLACED AROUND BASE
OF EXISTING TREE
NO FILL SHALL. BE
PLACED AROUND TREE
NSTAIL WRAPPED EARTH WIN WOVEN
COIR FABRIC TYPE 4, BRANCH PACKING AND
SeEO TAI( FARE (TYP)
1.5 EmmA
F -1.0
i
BENCHED
LL. 85ANO COMPACTED -? INSTALL TIRE i
FILL. 85R ASRI 0888 RIPRAP TOE-STDNE TONE TYPE 2
3' THICK (MN) m' TYPE PIEKIILE FABRIC
WRAPPED EARTH SLOPE
N.T.£
MAINTAIN CAST
DRAINAGE

12"- 18" TYPE 'A' VANE ROC
12'- 18" TYPE 'A' FOOTER ROCK
BAN FULL ELEVATION GRADE
FLOW
CHANNEL INVERT
SECTION A-A
WGF
CROSS SECTION VIEW
INSTALL WOVEN COIR \
FIBER MAT
OVER SEED PER
SEEDING SCHEDULE

o'.
oD.
30' LIVE CUTTING
(DORMANT) .,
ESTABUSHED PLANT SHOWN
FOR (FORMATION ONLY
INSTALL SPLIT 2" X 4" X 30'
DEAD STOUT STAKES PER
SPECIFICATIONS
cRa xo WOVEN COR
NOTE'
IF
FABRIC. USING WDALL LON
INSTALL LONG
STRAW STRAW MULCH
BENEATH MAT.
LIVE STAKE DETAIL
N.T.S.
1/3 BWKFBL
WIDTH
TALWEO
(LOCATIO WIDTH VARIES
VARIES) I
THAUN
ON TNALW77G
?7I
LOLOCATION ?
jY ji;b DOWNSTAFAN DISTANCE
VARIES. SEE PLAN OR
FLOW PROFILE FOR STARTING
AND ENDING LOCATIONS.
VANE
FOOTER
EXISTING CHANNEL BANK
ayq COMPACTED FILL
;,SEAL yz'+F INSTALL TYPE VARIES
RPRAP TOE-STONE
3' THICK (MIN)
TfWIT 4 COIR FABRIC
WITH MALE STAKING - BASE FlAW
Y -T = RATER MEW.
I'I `TYPE 2
INS FABRIC
EMBED
EMBED 7' MIN
GRADE AND STABILIZE
BANKS WITH WILLOW STAKING
N.DS ,
A, --
A
WBF = SANNFULL WATT
PLAN VIEW-TYPICAL
ROCK CROSS VANE
N.T.S.
Y I_ 2' _I
EEEDNG iW (?'I)
OF BANK
WOVEN COIR
INSTALL (SPLIT WI DIAGONAL) 2" X 4' X 30' FIBER MAT
DEAD STOUT STAKES PER SPECIFICATIONS
COIR FABRIC
TOP OF SLOPE TIE IN
N.T.S.
12" (TYP.)
1 MID-POINT OF PIPE
I
_ III
SECTION A-A
PIPE SUPPORT DETAIL
NTS
EX ISTING
GREEK BANK
BACKFILL TRENCH
(TYPICAL)
INSTALL (SPOT ON CAGON/B) 2' X 4" X 30' WOVEN CCR
-
DEAD STOUT STAKES PER SPECIFICATIONS FIBER MAT
COIR FABRIC
TOE OF SLOPE TIE IN
N.T.S.
9 D
c
>o
D ?
O U T
AL C
ay..
A3O Z N N?
W? MN0
J e N
N OM ON<X
W 91?LAOQ
3AYDNhI?
? F
PHI W

v
14'W E/1
?O
?^ A
m
AIoA
11+50
684
-W'V
M?tUtAM-tsAHCO?4AlFgV8tEVIEW
PH 684
680
REC

i
DN -DR

BM

680
676 676
672
GA ON
REBUIL

-ACH O
91

F 672
6fiB
LOW F
LOW CHANNEL 666

-BC
-60
-40
-20
0 3! MO
20 TH
40
60
80
11 i 00
684 684
6B0 69C
676
ITYPL 676
612 672
668
LOW F
LOW CHANNEL 668
-BC -60 -40 -20 0 20 40 60 80
m
10450
684 684
680 se6
676 676
672 672
666
L j
?
lll
Low FL
OW
NEL 668
-80 -60 -40 j
=
0 20 40 60 80
S?
13+00
y 0
? C
J O
N a
U N
ms w
pal '? O Z b N N
?! hL W and
a? w z o I N °n
n
N
`m OM o`N?iC
Woncmoa
3mUNn?
Fa
W W
0
0
3
D
I
a
0
m
R2
ZWX ? o
W4W a?
QAw Woo
WON
-I
?0 tin

1. L. IS THE LENGTH OF THE RIPRAP APRON.
NOTE.
2. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6'.
3. IN A WELL DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL
BANKS TO AN ELEVATION OF 6' ABOVE THE MAXIMUM TAILWATER DEPTH
OR TO TO THE TOP OF THE BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN
THE RIPRAP AND SOIL FOUNDATION.
RIP-RAP APRON DETAIL
NM
SET ELEVATION OF WALL
MATCH TOP OF BANK
FIEVATION.
TOP OF TANK
e'
SECTION A-A
N.T.S.
K 5 GABION
VATUES
ANNEL BOTTOM -
- 6' x 3' GASION
TYPE 2 GEOIEXTRE FABRIC
-CRUSHED LIMESTONE
GENERAL NOTES:
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES OR
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS.
RIP
GABION DETAIL
NTS
5 WASHED
STONE
<`D FLOW
FLOW
n 111 5 WASHED STONE
B?
B r-I
PLAN
W (SPILLWAY,
2/3 STREAM
x
SECTION B-B SECTION A-A
TEMPORARY ROCK CHECK DAM DETAIL
NTS
- 1' MIN. BELOW LOWEST
BANK LEVEL (MIN)
- RIPRAP
WN D.-ELE.Ob[P iM 41WJt^IGe
EYPwRNt F/d
vFSfFrM
T Y B T rvAxHUS)
,uu?
INSiALUNON OETALL BAC OETAa
wan rmv NR RAID u""`mnu C.".?
I

ss0+a ?? 1
uo.?q
TV-
w
u

NOTE: PROVIDE SILT SOCK' AS SHUWN UK PYPNUVEU CUUAI_
INLET PROTECTION DETAIL
NM
STEEL PoSf - W MAX.
WIRE FENCING
STEEL POST
WIRE FENCING
FILTER ?F?AA13MC
ANCHOR SKIRT 6* MINIMUM
I
-STEEL POST
WEE FENCING
FILTER FABRIC
FS WASHED STONE
C
IN LIM OF BURYING SHORT, V OF
15 WASHED SHANE MAY BE USED
OVER TURNDOWN.
B. MAINTENANCE NOTES:
ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE
T' IN 5 FT.) WHEN GRADING IS ADAACENT TO SWIM DUFFERS FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
(REFER TO SWIM BUFFER GUIDELINES). RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
AAIFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL
?-
I

?
k
.. Y
it
h

II VII
dl-I Iki' I
? I 1
IILIE7I?I
? 1 i
I?
F=?
F?i
?
?l
I I'?I
??II? I I
?i?l i III L?

- _I

r-mom t_

- I-
GENERAL NOTES:
FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32' IN WIDTH AND
SHALL HAVE A MINIMUM OF 6 UNE VARIES WITH 12' STAY SPACING.
WOVEN FALTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN
FOR A PERIOD OF MORE THAN 30 DAYS.
STEEL POSTS SHALL BE 5'-0' IN HEIGHT AND BE OF THE
I• SELF-FASTENER ANGLE STEEL TYPE
2 WIRE FENCING SHALL BE AT LEW /10 WE WITH A MINIMUM OF
B LINE PARES WITH 12' STAY SPACING.
3, TURN'SLT FENCE UP SLOPE AT ENDS
HARE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12' OPENINGS
4' WIRE AND WASHED STONE WILL BE REQUIRED AND NOTED ON PLANS WHEN:
A. AT RUE OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
5. B. AT DENUDED LIMITS WHERE AN UNDISTURBED BUFFER IS 50 FEET
OR LESS AWAY
WOVEN FILTER FABRIC
J-1
i
N
I ANY REPAIRS NEEDED SNAIL BE WADE IMMEDIATELY.
SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SKAIl BE REPLACED PROMPTLY.
2. SEDIMENT DEPOSITS SHOULD BE REMOVED
HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM
3. TO THE EXISTING GRADE, PREPARED AND SEEDED. WHEN DEPOSITS REACH APPROX.
TEMPORARY SILT FENCE
NTs
0 c
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N.T.S.
FACE VIEW
?A ?B A 21'-W 16-0' .-0.
CATCH BASH
Gidl BA C
TCH BASH
GiW

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N9DE INSIDE
CC9IER

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FlIOBNED GRIM
Ir-

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a
0 iLERNiF LSENER END

WA85 BANDS
EE WILD WAIL.
BE HIND WALL
;
U
c-
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R NI.00
Y y

`
0.25• WALL
•

- - - - - - - - - - - - - - - - - - - - - - - -

m
A
N
CATCH BASIN
SAI,ff SLAB
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....-
,. •_
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- _ _ _ _ _

-------------
"€6-@_45S QT '
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F- m m e
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057 STONE BEDDING -
Z SEE III SECTION L .n- N
O
]
PAONOE SPIDERS ON SAN P CL 050 Nf. IYPE LQP&OS ON b FOR WALL REINFORCING y
Q N
0 N < X
O n L ID O Q
SEW. PVE TO CFNIER PIPE
TO GE TOR PIP D.LP. SAN SEWER EqR. SAN $E1E PIPE
WIFRIAL C.No. [\
Y u I +? m U N n L.
IN CARNC
PLACE SPIMM
M
LOM HALF OF PIPE ONLY • W. SEM CUN 0 %OFD 16 LFNOTII CA PRE4 ¢. n
PENDYE Epif. SAN. SEWER o DAY a WALL • '
CY
~
W

II- A 6
B SHEET 03
- - - - -

SECTION B-B
SECTION
A
-A
-

'
6 6 o
OC RCP RECEM SPECIAL IEYNRED FOAM
P
M
PROPOSED CATCH BASIN INLET S
EM
? EW 4-1 AT NOTTINGHAM DRIVE
OVER EXISTING SANITARY SEWER ELEVATION (DEVELOPED)
SDi
OR S
SFE EILE75 7.18. & L 21 ?I FOR 1OY PROBE DATA
6• NON PE,MORATEO
PLASRC .-
PIPE mp.)
MM. 60• ROE
EW 4- 1 AT NOTTINGHAM DR
WORK PONT A PLAN
CAPPED END
SCAM 1'•5'
b SEE SHEETS 7. 10. L Z FOR STORM PROFILE DATA
I .
A
RNISWD GNAT BTE WALLARE NFONd!
FON WALL REINFORCING
r BEHIND WALL
` -
m 68800

\ I V. EL- 67 -613

\ '
\
?
? DIA. OUTLET PIPE (TYP..)
4
? /
/ N1FAf EL= B]G.81
-
------ ----------- --
EL 676.18

- EL 676,16
ENDWALL EW 7-1
NES
SEE SHEET B FOR STORM PROFILE DATA

ADDITIONAL A6'S
AT OPENING (INN
% AS REO'O)

• ?
l
---- ? --
_
---- FOOTING STEEL
NOT SHOWN
ai

08411127 OI2'FF
r. - (601r(FAL FAC$FF) .-_ _ -
(TRWNCESSMYP
TYPICAL WALL STEEL PLACEMENT
N.ES
ED
FOR WMGL SORCIN
FOR WALL REIramQlc
BEHIND WALL

PROP
ol• RCP
.
F1BSf. B3516'Y V.
EL
674.20
CLIP ARCH. PIPE
INV. EL 67110

ELEVATION EW 40-1
SCAIE: 1••
SIX SHEET 7 FOR BMW PROFILE DATA
va ? u W ?
y5 L < i
-1 °
I
6
y
a?
oT
a
z
az
e
F
o?a a
AO?
F
W ?, W N
Q Q Q
PLAN EW 40-1
I.esB E BIE6T 7 FOR SHORN PROFILE DATA
TYPICAL SECTION
CULVERT ENDS
KM
#6 AS SHOW
CORNER (TYF
fm
FILL
OTT
DETAIL - CORNER
(THRU OPENING)
SCALE 1/2'-1'
66012' FF 65®12"
q' SF PUCE WAOMZGNTA
,#8 AS SHOWN IN WPi1 STEEL
CORNER (TYP) ... .._ ..
.. M:--STREAM FACE (SF)
DETAIL - CORNER
(ABOVE OR BELOW OPENING)
SCALE 1/1-1'
SEE TYPICAL SECTION CAST TOP OF WALL
CULVERT ENDS DETAIL HEADWALL 6' ABOVE
GRADE N.W
BEET CONSTRUCTION D 4W NO rAED
GRADE
------- ------------------ --------
-
W- EXPARSTON `DINT,
W/WATERPROORNC
MEMBRANE 18' ALONG PROP 8'X 5' PRECAST
CONC. BOX CULVERT
FILL SIDE OF EACH
WALL (BOTH SIDES)

- - - - - -
- ----------------
- - - - - - - - -
SRUCTION JOINt
- - - - - -
8-p
A
PLAN VIEW
PR(
CO?
SEE "TYPICAL SECPON
CULVERT ENDS', SHEEI
-04, FOR FOUNDATION
DETAIL
EW 50-1 & EW 50-2 BETWEEN
NOTTINGHAM DR. AND ADDISON DR.
SCALE: 1"=3'
SEE SHEETS 7 & 8 FOR STORM PLAN DATA
STIRRUPS
1B' D.C.
100K BOLTS
r D.C.
1-7
m
aA
STRUCTURAL GENERAL NOTES
DESIGN SPECIFICATIONS: THE STRUCTURES CONFORM TO THE "THE STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES'ADOPTED BY THE AMERICAN ASSOCIATION
OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS, 17 EDITION, 2002
DESIGN LOADING:
EARTH PRESSURE: ACTIVE LATERAL EARTH PRESSURE BASED ON AN EQUIVALENT FLUID PRESSURE OF 42H POUNDS PERSQUARE FOOT
WHERE
HEIGHT OF FILL (H) MEASURED IN FEET
UNIT WEIGHT OF SOIL (y) = 125 POUNDS PER CUBIC FOOT
DESIGN DATA:
CONCRETE CLASS'A' - COMPRESSIVE STRENGTH 3000 PSI
REINFORCING STEEL -ASTM A61S, A616. OR A617 GRADE 60, MINIMUM YIELD STRENGTH 60,000 PSI
CONCRETE COVER COVER OVER REINFORCEMENT SHALL BE 2- INCHES UNLESS OTHERWISE INDICATED ON THE PLANS.
REINFORCING STEEL: PROVIDE ONLY REINFORCING BARS WITH DEFORMATIONS. DIMENSIONS RELATIVE TO THE PLACEMENT OF THE REINFORCING ARE TO FACE OF
BARS UNLESS OTHERWISE INDICATED ON THE PLANS.
FOUNDATION BEARING PRESSURE: HEADWALL FOOTINGS AS DESIGNED PRODUCEA MAXIMUM BEARING PRESSURE OF 0.75 TONS PER SQUARE FOOT. THE ASSUMED
ALLOWABLE BEARING PRESSURE IS 1 TON PER SQUARE FOOT. THE CONTRACTOR SHALL VERIFY THIS VALUE WITH FIELD METHODS AND REPORT VALUES LESS THAN
THAT ASSUMED.
MATERIAL AND WORKMANSHIP: EXCEPT AS MAY OTHERWISE BE SPECIFIED ON THE PLANS OR IN THE SPECIAL PROVISIONS, ALL MATERIAL AND WORKMANSHIP SHALL
BE IN ACCORDANCE WITH THE 1905 STANDARD SPECIFICATIONS'FOR ROADS AND STRUCTURES'OFTHE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
EXISTING STRUCTURE VERIFICATION: DETAILS AND DIMENSIONS SHOWN ON THESE PLANS PERTAINING TO THE EXISTING STRUCTURE WERE OBTAINED FROM FIELD
OBSERVATIONS AND MEASUREMENTS. CONSEQUENTLY THEY ARE INDICATNE OF THE EXISTING STRUCTURE AND THE PROPOSED WORK BUT THEY SHALL BE
CONSIDERED TENTATIVE AND APPROXIMATE. THE CONTRACTOR SHALL BASE CONTRACT 810 PRICES UPON RECOGNITION OF THEUNCERTAAITIESDESCRIBED ABOVE
AND UPON A PRE-BID EXAMINATION OF THE EXISTING STRUCTURE. HOWEVER, THE CONTRACTOR SHALL BASE ALL PROJECT WORK UPON THE ACTUAL DETAILS AND
DIMENSIONS VERIFIED BY THE CONTRACTOR IN THE FIELD.
SUBSTRUCTURE REMOVAL SHALL BE BY MEANS OF APPROVED PNEUMATIC HAMMERS EMPLOYING POINTED AND BLUNT CHISEL TOOLS. 00 NOT USE HYDRAUUC
HOE-RAM TYPE HAMMERS. THE WEIGHT OF THE HAMMER SHALL NOT BE MORE THAN 35 POUNDS FOR REMOVAL WITHIN 184NCHES OF PORTIONS TO BE PRESERVED.
OUTSIDE THE 18-INCH LIMIT, A HAMMER HEAVIER THAN 35 POUNDS, BUT NOT EXCEEDING 90 POUNDS MAY BE USED. DO NOT PLACE PNEUMATIC HAMMERS IN DIRECT IN
CONTACT WITH REINFORCING STEEL RETAINED IN THE REBUILT STRUCTURE.
CONCRETE POUR SEQUENCE:
HEADWALLS TO BE POURED IN THE FOLLOWING ORDER:
HEADWALL FOOTINGS, INCLUDING THE CURTAIN WAIL
THE REMAINING PORTIONS OF THE WALLS FULL HEIGHT.
CONCRETE CHAMFERS: UNLESS OTHERWISE NOTED ON THE PLANS ALL EXPOSED CORNERS ON THE STRUCTURE SHALL BE CHAMFERED% INCH.
POROUS BACKFILL: THE CONTRACTOR SHALL PUCE POROUS BACKFILL BEHIND THE FULL LENGTH OF THE CULVERTS, WING WALLS, AND RETAINING WALLS TO THE
DIMENSIONS SHOWN ON THE PLANS. SUFFICIENT COARSE AGGREGATE OR OTHER SUITABLE MATERIAL SHALL BE PLACED IMMEDIATELY ADJACENT TO, BUT NOT MORE
THAN 6INCHES BELOW THE BOTTOM OF THE WEEP HOLE TO RETAIN THE POROUS BACKFILL. THE METHOD OF COMPACTING THE FILL AND THE COMBINATION OF
MATERIAL SIZES USED SHALL BE SUCH AS TO OBTAIN A RIGID UNYIELDING FILL, WHICH WILL ALSO PERMIT FREE DRAINAGE THROUGH THE OPEN VOIDS TO THE OUTLET
SYSTEM.
THE CONTRACTOR SHALL USE ONLY HAND-OPERATED COMPACTION EQUIPMENT WITHIN FIVE FEET OF THE BACK FACE OF THE WING WALLS AND RETAINING WALLS
FOOT BRIDGE SIZES
SHT. NO. LOCATION SPAN (L)
6 STA. 6+25 25'
6 STA. 7+50 25'
6 STA. 9+25 25'
8 N/A 25'
12 N/A 10'
SPAN (L) I BPoDGE DECK STYLE
SHOWN FOR ILLUSTRATION
PURPOSES ONLY

MDTE
1. PRE-ENGINEERED FOOT BRIDGE SHALL BE AS MANUFACTURED BY THE CEDAR STORE (GIENSHOW, PA) 2400 DOUBLE RAIL SERIES BRIDGE, OR WESTERN WOW
STRUCTURES. INC. (TUALATIN. OR.) ORDER BRIDGE, OR APPROVED EQUAL
2. CONTRACTOR MAY SUBMIT SUBS717UTE BRIDGE DESIGN FOR REVIEW AT LEAST 14 DAYS BEFORE RD OPENING
3. FOOT BRIDGE IS TO PROVIDE PEDESTRIAN WALKWAY ACROSS THE PROPOSED CHANNEL FOR THE RESENT. MAXIMUM SPAN WIDTH IS 25' AND MINIMUM WIDTH
10'. WORT IS TO BE APPROXMATELY W FROM FACE CP RAIL TO INSIDE FACE OF RAIL LIVE LOAD SHALL BE NO GREATER THAN 100 PS'. TIMBER SHALL BE
SEALED OR PRESSURE TREATED. IF PRESSURE TREATED. TIMBER SHALL BE TREATED WITH PFNTACHLOROPHENOL IN ACCORDANCE WITH AWPA STANDARD C24
WITH AT LEAST 0.7 FOR ALL HARDWARE SHALL BE MADE OF GALVANIZED STEEL OR STAINLESS STEEL
A FOUNDATION DESIGN SHALL BE OTHER A TIMBER ABUTMENT OR CONCRETE ABUTMENT.
S. THE BRIDGE MANUFACTURER SHALL PROVIDE FOUNDATION DESIGN INCUJOING DESIGN CALCULATIONS OF ALL FOOT BRIDGES.
S. THE BRIDGE MANUFACTURER SHALL PROVIDE SHOP DRAWINGS FOR FOOT BRIDGES AND FOUNDATIONS
FOOT BRIDGE DETAIL
NTS
/- TOP OF BANK
y??--
PROPOSED
(` L FOUNDATION. PER
CHANNEL BRIDGE
MANUFACTURER
RECOMMENDATIONS
a ?
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oa
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a 7g m
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1= OE
N F? A/U
Q ? Q
DETAILS AT STEPS IN WALL
SCALE: 1"=2'
SECTION A-A
67
67
66'
DATW!AM
eeaoo
680
FlN. GRADE ELEV. 674.86
15'
F
PROP. 4° SANITARY SEWER
675 SLOPE 3/8' PER FT. SERVICE LINES

f-._. .._.... .__.._..,_.
678 ...__. _.

. _. __......__ .. .. _. _.____?_.__.__._.

i _...-.
678
0 0
672
672
670
..
I j
SLOPE 0.507.
668 - ------- 668

665
684
684
-20 0 20
660 SECTION AT STATION 1+27.32
SCAE 1=5 HOR & VERT
(.^i
i UST SAN SEWER L:.'
?SrRMCE WE ro
l ` BE A&WDONED
s s __
CONTRUCT NEW SERMCE LINE O
CONNECTIONS ro SEWER MAW E
o 0171
CII 51 (/2 P DETAILS \I . _ r al

/--- - PROP SAN. SEWER SERVICE LINE.
CONNECT TO ICOST SEWER THE
MA)OMUM DISTANCE FROM HOUSE
0

q
SEE NOTE 4
ss
T,III
PLAN VIEW
SCALE 1--2u
PROP SAN. SEWER SERVICE LINE.
CONNECT TO DaST SEWER THE
MAMMUM DISTANCE FROM HOUSE
i F-
< o
?Wpio
NOTE
1. DRIVE CULVERT SHALL BE IN PLACE AND BACK FILLED PRIOR TO
CONSTRUCTION OF RELOCATED SEWER SERVICE LINES.
2. CONTRACTOR TO INVESTIGATE TIE-IN POINTS TO SANITARY SEWER MAIN AND
HOUSE AND RECEIVE CITY APPROVAL PRIOR TO CONSTRUCTION.
3. CLEARANCE BETWEEN SEWER SERVICE LINES AND CULVERT SHALL BE 6".
4. CONTRACTOR SHALL USE APPROPRIATE EQUIPMENT TO MINIMIZE DISTURBANCE
DURING SEWER SERVICE LINE INSTALLATION BETWEEN THE CREEK AND THE HOUSE
S. SEWER SERVICE LINE DISRUPTION WILL BE LIMITED TO NO MORE THAN 2
HOURS.
6. CONTRACTOR SHALL OBTAIN ANY NECESSARY APPROVAL BY CMU FOR
CONNECTION TO THE SANITARY SEWER MAIN.
`o 5
m'o
- m
f4 goo zN N?
y$,I W?rnna
one°moa
w 3mcDwnLL
fLI ?
w
a
CD
0
3
i ? Im
8
ak'
M 3A
c
P4 n
ffig zd '?? <w
3o z'o
W r
W?? W
zA? x ?
all 3 a
o?
DRIVEWAY CENTERLINE PROFILE
SCALE 7'-00' NOR I'=4' VERT
VIEW LOOKING UPSTREAM
BRICK CAP. SLOPE T BOND BEAM W/ 2
DRAIN AND GROUT BARS CONT., GROUT
SOLID (TYP) SOLID
B• atu ("'?
HOR.
REINFORCEMENT
EVERY 3r4 BRICK
COURSE (TYP)
WEEPS
Y- O' D:C
PROP
GRADE
CMU RETAINING
STEP WALL TO
PROVIDE 4 -
1EXPAN ON B' EXPOSURE
MATERIAL
DRIVE CONC.
?? ,? C
ABC
7 MAX.
I
SAW CUT PAVEMENT
PAVEMQIT TO CONSTRUCT
WAIL BACK FILL W/ABC
M4 BAR FULL DEPTH
DW= GROUT
SOIHO (TYP)
$4 BAR
DO" O.G
$4 BAR
Tx' O.C. CONT.
CONSTRUCT FOUNDATION AT CONSTANT ELEV.
STEP TOP OF WALL TO MAINTAIN 4- S'
EXPOSURE
WALL W/BRICK VENEER
N.T.S.
ADDISON DRIVE EOP
L-7
MAILBOX ?MAILBOX)
t.. T '
0
WM
0 o o j
48
PROP CONC. DRIVE
REPLACEMENT IN
AREA SHADED
3y^

EDGE OF EMST WALK.
GRADE TO MATCH PROP
ELEV.
wm*
C ANO STYLE OF BRICK FOR
RETAINING WALL SHALL MATCH fWCdf
GY EXST. CULVERT HEADWALL
PLAN VIEW
SAGE,'=TO'
a0
? c
ua
m
C.
m
pR 'O ZN W*
c m mM?a
"? grc aT?°n
? Op ON?)F
p' 3?UN?I?i
a ?
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S
ci
0
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a?H a a
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0 7
zp Q w ° gg 'A a?
? N (i, VT
M rn 0 U]

y ?
A
C/Sl 10"
Headwall
1 V -
4
Setback
Detail CAS, C/51
18'-0 1/2"
J 12'-0" Span x 5'-0" Rise x 6'-0" Long
Precast Concrete Bridge Units
Plus 2 Joints 0 11? f per Joint
?• ?• ,0 r6 e•. 2.
s?
B
r
See P/pical Joint Sea! i.
Detail on this sheet ArO p?
---- - °
O
b
0 o ID::
Headwall
- -l' Structure
4"
e Setback
0
I
e
s?
K 9?p
> -Cover all corners with 1'-0"
mo wide strip of Filter Fabric S a
\\\/ C3 L 11 "ap"
Y
'4"0 Perforated Backf4l Drain
supplied with VYngwoll
CULVERT PLAN
0 2' 4' e'
Precast Precast
Mingwall Wingwall
CULVERT Limits = 78'-0 1/2"
r2 10" If
St Detached Heodwall (typ.)
Detail C/
' Joint Seat between End Unit
and Headwall (!yp.) ? j
? I
Cobian Wall (-Joint Seat
(See Civil Drawings) I 1, (Op. between Units)
n l Flow Line a l
Elev. 666.42
• I I
I I I I I I I I
L_L-11---------------Ll_J_J
SECTION
a 21 __ 41 8'
Ci61
Primer Compatble
with Joint Wroo
Top of Precast
t 1-718" x 1 318" Butyl Rope
Wide Seal{4rop or
Bridge Unit EZ-W
a
r
R
bb
p
r
u
e

Precast Bridge Unit
TYPICAL JOINT SEAL DETAIL
not to scale
13'-413'-4" Heodw_ oll
t' Goly. (PW-1) _ in-cre e ar root-gs shot have a n.aimum
r:•, .'r'' 0'? compressive strength or 4000 psi. Rein`orang
Note: steel for footings shall conf arm to ASTM 61$
Connection es (P-2) Abib or A617 G ode 60.
must be positioned with
small 0 holes toward
precast headwalt BASIS OF DESIGN
DET pIL? foundation design is based on bthe st use of a
/1 0 Headwall lb
CON/SPAN Culvert. Use of a substitute 3-sided
a i' y C/SI Culvert will require a substitute foundation design.
4" 70" 1'-8"
Wall (See Civil Drawings) Setback
Dayton/.Richmond or equal ?
Wingwoll Connection Plates f
I" Dio. x 5 112" f-56 EC insert
?Stainless
o I" Oia, x 3"-6" Cail Rod
w/ Double Not and Wosher
• i
Brick Facade (both face
s). Brick half
v extend 12" below grade on back face.
o ?i/
'v Joint Wrap w/Prr'mer
a
Precast Headwall
3 -3" Cib. Hole
Grout solid after
Precast CULVERT U : installation of coil Rod
DETAIL 2
0 i' 2' 4' C/Sl
Primer Compatible Primer Compatible
with Joint Wrap with joint Wrap l- Fill lifting insert pocket with grout finishing flush
Top of Preccst o" S uare piece of Sea/Wrap top of Precast Square piece of Se
CULVERT Unit cZ-WroP Rubber, or equal CULVERT Unit EZ
- Wrap u or
Rubber, or equal l
,I.
Lift hole plug ft hole Precast CULVERT Unit Lifting insertPrecast CULVERT Unit, Headwall or Wingwall
LIFTING HOLES LIFTING INSERTS
TYPICAL LiT T POINT SEALING DETAIL
not to scorn
Note: IVUILJ
Connection Rs (P-1)
must be positioned with
f 6" Doyton/Richmond
GENERAL NOTES:
small 0 holes Toward ,t
>8" Two Bolt preset anchor

"
1. Prior to construction, contractor must verify a!!
Precast CULVERT unit bolts,
for 1"0 x 3
" elevations shown through the engineer.
4^ (6
pitch)
6' Doyton/Richmond 2. Only a qualified and licensed approved precoster
Two Bolt preset anchor +?•aa,
"
" g:?:..:; may provide the structure designed in accordance with
Threaded
for 1
0 x 6 these plans.
Rod (2) with Double Nuts
Precast
t" x 10" x 20" Gale R (P-1) J The contractor shalt submit shop drawings (and design
Wingwali computations as required by owner), signed and sealed
- R PJasher 4" x 4" x 112"
by a Professional Engineer licensed on North Carolina,
' p v. (PW-1)
GW for the precast three-sided Culvert, Wngwalls,
Pw-1 Headwalls and footings. The structure shall be installed
18'-0 112"
9'-0 114" 9'-0 114" in accordance with the manufacturer's recommendations.

/ A representative of the manufacturer shall be on-site

DETAIL 0Unit Leg
to during installation.
1
'
a 1
2 DESIGN DATA
now ?'
Stricture
Design Loading.-

° 10" CULVERT Units: HS20-44
s Headwalls Earth Pressure r Live Load Surcharge
6" Doylon/Richmond Wingwolls Earth Pressure f Live Load Surcharge
Two Bolt preset anchor- Design Fill Height: Varies iron 1'-0' min. to T-0' nix.

1
for i"0 x 3" bolts, l
"
l
Prews
Headwall
from cop or crown to too of pavement.
T
LOCHZ ION PLAN pitch) \ f"'}
(6
"
°
" Design Method, Load factor per AASHT6Specification

0 20' 40 6° Do o P?chmond x 10
x 19
Cole Q (P-2)
1 Assumed Allowable sort Dearing: 3000 PSF (Verriy)
Two Bolt preset anchor
for 1"0 x 6" Threaded yam MATERIALS
Rod (2) with Double Nuts `a
Precast units shall be constructed and instatied
Precast

Wmgwall

Washer 4" x 4' x 112"
ih accordance with the attched Spectrications.

C P 1
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m
mU m
as
C? ?O:2 Na7
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J'? 0 " N
O M O N d
F On itOOA
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6 o
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O
3
m $
F
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oe
Wv A
?Z A H
M W
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H a
f?
&Io?
TYPICAL END ELEVATION
n ? e'
SPECIFiCA TIONS FOR MANUFACTURE AND iNSTALLA LION OF 3-SIDED CUL VERT
1. DESCRIPTION
This work shall consist of contracting a 3-SDED CULVERT in accordance with
these sprcHIcatims and in reasonably close conformity with the fines, grades,
design and dimensions shown an the plans or as established by the Engineer.
k situations where two amore specifications apply to this work the most
stringent requirements shall govern.
2. TYPES
Precast reinforced concrete J-9DED CULVERT wits manufactured in accordance
with this specffiaclhcn shall be designated by span and rise. Precast reinforced
concrete whogwalls and headwalls manufactured in accordance with this
seachicelion shall be designated by length, height, and deflection angle.
3. MATERIALS CONCRETE
The concrete fa the precast elements shall be ark-entraned when installed in
arias subject to freeze-thew conditions composed of Portland cement, me and
arse aggregates, admixtures, and water. Air-entraned concrete shad confan
6 i 2 percent air, and the air entraining admixture shall conform to AASHTO
M154
it Portland Cement - Shad conform to the requirements of ASIM
Specifcobots C150-Type L Type ll, or Type Ili cement.
J.2 Coarse Aggregate - Sholl consist of stone hoknq a maximum
size of 1 inch. Aggregate shall meet requirements nor AS7M
CJ3.
JJ Water Reducing Admixture - The manufacturer may submit for
approval by the Engineer, a wafer-redudfg admixture fm the
" purpose of increasing workability and reducing the water
requirement far the con-M..
34 Calcium Chloride - The addition to the mix of calcium chhaide
or admixtures containing calcium chloride will not be permitted
w
4. MATERIALS - STEEL REINFORCEMENT AND HARDWARE
All reinforcing steel and hardware for the precast dements shall be fabricated and
placed in aceadmes with the deluded shop drawings submitted by The
manufacturer.
4.1 Steel Reinforcement - Reinforcement shall consist of welded
wire fabric cwform!ng to AASHTO Id 55 (ASTM A 185) or
AASHTO M 221 (ASTM A 497), or defamed billet steel bars
contarrmng to AASHTO M 31 (ASOA A 615) Dade 60.
Longitudinal distribution reinforcement may consist of welded
are fabric ar defamed bdlel-steel bars
4.1 Hardwore:
Belts and threaded tons for wingmvall connections shall conform
to ASTM A:07 Nuts shall conform to AASHTO H 292 (ASTM
A 144) Grade 1H Al bolts threaded rods and puts used in
;rngwad connections shall be mechanically more coaled in
occordance with ASRAB 695 Class 50.
Structural Steel for wingwoll connection plates and plate
washers shall conform to AASHTO M 270 (ASTM A 709) Gade
J5 and shall be hot dip galvanized as per AASHT0 M Ill (AS714
A 12J) .
!nserfs for wingwdls shall be I" danheter Two-Bolt Preset Vringwoll
Anchors as manufactured by Oaylon/Rlchmend Concrete Accessories
Miamisburg, Chia, [phone], or approved equal.
Ferrule Loop Inserts shall be E-64 ferrule Loon Inserts as
manufactured by Dayfon/Richmend Concrete Accessaororeg
Mamisburg, Ohio, [phone], or approved equal
Hook Sells used in attached headwall connections shall be ASTM
A J07 err rroveog e?rw.(.
Inserts for der eel heodwail wanrbcns shill be AIS )pe J04
sfanless site F-58 Erpended Cod nserts as manufactured by
Ogytw/R+c and Concrete Actessorees, liiamrsbwg OAfo, (800)
745-37Og. Cod rods and nuts used n Aeadmvab' cmnerfiws
shall be A157 Type 304 stainless steel Washers used in headwall
connections shall be either AISi Type 204 stainless steel plate
" washers a AASHTO M 270 (ASTM A 709) Grose 36 plate
washers hot dip galvanized as per AASHTO M TIP (ASIM A 15J).
Reinforcing bar splices shall be mode using the Dowd Ber Splicer
System as manufactured by Dayfm/Rlchmond Concrete Accessories,
Miamisburg, Ohio, (800) 745-J700, or approved qua! and shall
w consist of the Crowd Bar Splicer (98-SAE) and Dowd-fn (01).
5. MANUFACTURE
5.1 Mixture - The aggregates cement and water shay be
proportioned and mired in a batch mixer to produce a
tan09m eets cwaeh meeting the strength requirements of this
specification. The proportion of Portland cement in the mixture
shall not be less than 564 pounds (6 sacks) per cubic yard of
concrete. -
51 Curing - The precast concrete elements shall be erred for a
suf(tfent length of time so that the concrete wit/ develop the
.specified compressive strength in 28 days or less. Any one of
the following methods of cuing or combinations therm( shad be
used
52.1. Steam Curing -One precast elements may be low
pressure, steam cured by a system that will maintain a
mast atmosphere.
5.22 Wafer Came - Ore precast elements may be. water cured
by any method that will keep the sections most.
5.2 J. Membrane Curing - A sealing membrane confirming to
the requirements of ASTM Specification C Jag may be
applied and shalt be left Intact until the req,i d concrete
compressive strength is attained. The concrete
temperature of the time of application shall be within +
10 degrees F of the otmosphenc temperature. AO surfaces
shot be kept mast prior to th-pplicntion of the
cempowas and shall be damp when the compound is
applied.
5J Forms - the forms used n manufacture shod be sufficiently rigid
wd accurate w mainloin the CULVERT unit, wkgwal, and
heedwol1 dimensions within the pemissubk- variations given n
Section 7 of Ness Specificotions. AP casting swfxes shall be
of a smooth nonporous material.
54 Handling - Handna devices a no. shall be permitted
in each precast element for the purpose of handling
and inslaiW;on.
5.5 Storage - the precast elements shall be stored in such
a manner to prevent cracking or damage. the units
shall not be moved until the concrete compressive
strength has reached o minimum of 2500 psi, and they
shall not be stated in on upright position until the
concrete compressive strength is a minimum of 4,000
Psi
6. DESIGN
6.1 The precast element dimension and reinforcement
details shelf be as prescribed in the plan and the shop
drawings provided by the manufacturer mbfect to the
prowskris of Se lim 7, below The minimum cmaete
compressive strength shall be as shown ore the shop
drawings The minimum steel yield strength shall be
60,000 psiI,* unless otherwise noted on the shop
drawings
6.2 The precast elements ore designed in accordance with
the Standard Specificatims for Highway CULVERW 16th
Edition, adopted by the American Association of State
Highway and Transperlatim Officials, 1996, es emended
by the 1997, 1998, 1999, and 1000 interim Revision. A
minimum of are foot of cows above the crown of the
CULVERT units is required in the installed condition.
(Unless noted otherwise on the shop drawings and
designed accordingly)
6.3 Placement of Reinforcement in Precast CULVERT Units -
The coos of concrete over the outside circumferential
reinforcement shell be 1 inches minimum. Tire coves of
concrete over the inside circumferential reinforcement
shall be 1 112 inches minimum, unless otherwise noted
on the shop drowings Me dear distance of the and
crcumfeetial wires shall not be less than one inch nor
more than two nahes from the ends of each section.
Rennfercemenf shay be assembled tibling, single a,
multiple layers of welded wire lebrk (not to exceed J
layers), supplemented with a single layer of deformed
billet-steel bars, when necessary. Welded wire fabric shall
be composed of circumferential and longitudinal wires
meeting the spacing requirements of 6.6, below, and
shall contain s066ent longitudinal wires extending
through the CULVERT unit to maintain the shape and
position of the reinfacament. Langitudina distibution
reinforcement may be welded wire fabric or defamed
billet-steel bars and shall meet the spacing requirements
of 6.6, below Its ends of the longitudinal dstrbutim
reinforcement shall be not more than 3 inches and not
less thgn 1 112 inches from the ends of the CULVERT
6.4lacemm1 of Rdnlacemrnt for Precast YNngwolls and
Headwalls - Tn , cover of concrete over the 1mgffu&aI
and transverse reinforcement shall be 2 inches minimum.
Tne clear distance Gam the end of each precast element
to the end transverse reinforcing steel shell not be less
than one inch net mare than two inches. Rewlacernenf
shall be assembled ublirieg o single layer of welded wire
fabric, or a single few of deformed billet-steel bars
Welded wire fabric. shall be composed of fransverse and
longitudinal wires meeting the spacing requirements of
6.7, below, and shad cantoin sufficient longitudiant wires
extending through the element to maintain the shape and
positive of the reinforcement. Longitudinal reinforcement
may be welded wire fabric or defamed billet-steel bars
and shat meet @e spacing requirements of 6.7, below.
The ends of the longitudinal reinforcement shall be not
more than J inches and not less than 1 112 inches from
the ends of the worts.
6.5 Rending of Reinforcement fa Precast CULVERT Units -
The outside and .inside circumferential reinforcing sled for
the corners or the CUt VERT shall be beat to such an
angle that is oppromnotely equal to the conff9uratim of
the CULVERT"s outside cans.
66 Lops, Wdos. and Spacing for Precast CULVERT Units -
Tension splices in file orcumferetiol reinforcement shall
be made by lopping. Lops may be lack welded together
for assembly purposes. Fa smooth welded wire fabric,
the overtop shah meet the requirements of AASITO
8.70.2 and 8.J1 d. For defamed welded wiry fabric, the
evenop shall meet the requi-enls of AASHTO 630.1
and 8.31.5. the overt of welded wire fabric shall be
measured between the outer most Im9iludnd iron of
each fabric sheet For defamed billet-steel bas the
overlap shall meet the requirements of AASHTO 625.
For splices other than lmsim splices, the overlap shall
be o minimum of 12" Iw welded wire fabric ar defamed
billet-sled bas. Ire spacing cents to center of the
circumferential awes in a wire fabric sheet shall be not
less Men 2 inures nor more than 4 inches The spacng
center to cents of the Imgifudirol wires shall not be
more ban 8 inches The spacing center to center of the
Iwgifudlnd distribution steel for either line of reinforcing
in the lop slob shall be not more Then 16 inches.
6.7 Laps, Welds, and Spacing for Precast Wogwels and
Headwalls - Splices in the reinforcement shall be made
by lopping. Laps may be tack welded together for
assembly purposes for smooth welded wire fabric, the .
overap shall meet the requirements of AASHTO 830.2
and 8J26. Fa defamed welded wire fabric, the overlap
shall meet The requirements of AASHTO 6JQ I and B.JZ,,.
For delormed billet-steel bars, the overlap shall meet the
requirements of AASHTO 6.25 the spacing
center-to-carter of the wires in a wire fabric sheet shell
be not less than 2 inches nor more than 8 inches.
7 PERMISSIBLE VARIAAONS
Zi CULVERT Units
7.1.1. Internal Dimensions - The infernal a7mmsion shall
very at are Ihw IZ ham; !be design dimensions
nor more than I-1/2 itches whichever is less,
the beach dimensions shall vary not more than
3/4 inch Iron the design dimension.
71.2 Slob and Wall Thickness - The slab and roll
thickness shah at be less than that shown in the
design by more than 114 inch. A thickness maa
than that required in the design shall not be muse
for rejection.
71.3 Length of Opposite Surfaces - Variations in laying
lengths of two opposite surfaces of the CULVERT unit
shall not be mare than 111 inch in any section,
except where beveled ends for laying of cwwr are
spauh'ed by the parch--
71.4. Length of Section - The underrun in length of a
scoff- shad not be more than 112 inch in any
CULVERT unit.
71.5 Positron of ,Reinforcement - the maximum wriatiw urn
positron of the reinforcement shat be + 112 nch. In
no case shall the cover over the reinforcement be
less then 1 112 inches fa- the outside circumferential
steel a be less than 1 inch fur the inside
circumferential steel as measured to the external a
.internal surface of the CULVERT These larermres or
new requirements do not apply to mating surfaces
of the pints
71.6. Area of Reinforcement - The areas of sleet
reinforcement shall be the design steel areas as
shown in the menu(actarer's shop drawings Sleet
"as greats. than Ill- required shat/ not be cause
for rejection. The permissible variation in diameter of
any reinforcement shall conform to the tolerances
prescribed in the ASTM Specification for that type of
reinforcement.
72 W gwdls and Headwdis
721. Wtdl Thickness - The wad thickness shad not vary
from that shown in the design by mare the, 112 inch.
Z22. Length/ Height of Wad sections - Me length and
height of the wall shall not very from that shown n
the design by more than 112 inch.
72.3 Position of Reinforcement - 7e maximum verfelim
in the position of the reinforcement shall be 4 112
inch. In no case shall the cover over the
renfacermmr be toss thw 1 1/2 inches
724 Size of Reinforcement - Ohe permissible wriotion
in diameter of any reinforcing shall conform to the
tolegnces prescribed in the ASTM Specificolim fa
that llpe of reinforcing. Steel area greats than
that required shall not be cause fa reaction.
8. TES7ING AND INSPECTION
81 Tjpe of Test Specimen - Concrete compressive strength
shall be determined from compression tests made an
,Yheders or cores For c}rods testing, a minimum of 4
cylinders shall be taken during each production run. For
core testing we core shall be cut from eoO of J precast
elements selected at rondam irme each production group.
A production group shall be defined as 15 or fewer CU.. VERr
units (of a particular sire), .wingwads or hsodwalls in a
cantumois production, mo. For each continuous production
run, 600 production group or fraction thereof shall be
considered separately for ills Purpose of testing and
acceptance. A production run sho! be considered
continuous if not interrupted tar more than J consecutive
days
8.2 Compression Testing - Cylinders shall be made and tested
as prescribed by the ASIA C 39 Specification. Cores shall
be obtained and tested for comprsAah. strength in
amadmce with the provisions of the ASTM C 497
Specification,
63 Acceptability of Cyfinder Tests - Wnen the average
compressive strength of all cylinders tested is equal to or
greater than the design canpressne strength, and not more
Than 10R of the cylinders tested hour a compressive
strength less than the design concrete strength, and no
cinder tested has a compressive strength less than SOX of
the design compressive strength, then the lot shall be
accepted. Man the compressive strength of the cylinders
tested does not conform to this acceptance criteria,
the
ace toDAih
ep y of the lot maybe determined as described in
section 8.4, below. Failure of any of the 28-day lest
cylinders to meet 90 percent of the minimum compressive
strength requirement con be cause for repcbm.
Acceptobifily of Core Tuts - the compressive strength of
the concrete in each production group as defined in 8.1 in
acceptable when the overage care test strength is equal to
a greater than the design con.aete, strength. When the
compressive strength of the care tested is less then, the
design concrete strength, the precast dement from which
that core was taken may be wtamed. Noon the
compressive strength of the re-core is equal to of greater
film the design concrete strength, the compressive strength
of the concrete in that production group is acceptable.
8.5.1. .then the compressive strength of any revere is lass
file, the design concrete strength, the precast
element from which that core was taken shall be
rejected Two precast dements from the remainder
of the group shall be sides ted at random end one
core shall be taken from each. If Ibe compressive
strength of both cores is equal to a greater than
the design concrete strength,, the compressive
strength of the remainder c( that group is acceptable.
If the compressive sirennjth of either of the two cores
tested is less than the design concrete strength,
the
remands of the group shall be rejected or, of the
option of the manufacture each precast element of
the remainder of the gimp shall be cared end
accepted individually, and cry of these elements that
have cores with less than the design concrete
strength shall be rejected.
8.4.2 Plugging Core Holes - the cave holes shall be
plugged and sealed by the manufacturer in a manner
such that the elements Wdf meet dl of the test
requirements of this specification. P.reaast el-ante
se sealed shall be considered satisfactory la use.
65 Test Equipment - Every manufacturer furnishing culverts
abler this specification shall famish all facilities and
personnel necessary to canywt the test required.
9. JOINTS
The CULVERT units shall be produced with flat butt ends. the ends of the
CULVERT unit shat be such that when the sect s are laid together they
rn11 make a continuous line of with a -.ill intevia free of oppreloble
Irregularities, alt compatible with the permissible variations in Section
above The pint width shay not exceed 314 inches.
10 WORKMANSHIP AND FINISH
The CULVERT wits, wingwolls and headwalls shall be substantially free or
fractures The ends of the CULVERT units shall be normal to the walls
and centerline of the CULVERT section, within the limits of the vaiotions
giver in section 7, allure, except where beveled ends ore specified The
laces of the wiogwalls and headwalls shall be parallel to each other, within
the limits of venation given in section 7, above The surface of the
precast elements shall be a smooth steel tom or troweled surface.
Trapped air packets causing surface defects shall be considered as pat of
a smooth, steel Tam fi'ni'sh.
11. REPAIRS
Precast elements may be repaired if necessary, because of Imperfectiarts
in manufacture or handling damage and will be acceptable it, in the
opmian of the purchaser the repairs are sound, properly fmished and
cured and the repaired section comams to the requirements of this
SpedficeUan.
12, iNSPECI)ON
The quality of materials the process of manufacture, and the finished precast
demmfs hall be subject to bses liar by the purchaser.
13 REJECTION
the precast el-ants shall be subject to rejection because of any n( the
specification requirements. individual precast elements may be reliscfed
because of any of the following:
137 Fractures or cracks passing through file warll except for a
ngle and crack !hat does not exceed me half the
thickness of the well.
73.2 Defects that indreote proportioning, mixing, and molding not
in campiace, with Sectiom 5 of those Specifications.
IJJ Honeycombed or open texture
Id4 Damaged ends where such damage would prevent making a
satisfactory pmt.
14. MARKING
Each CULVERT win shall be clearly marked by waterproof pain!. Are follownp
shall be shown an the inside of the vertical leg of the CULVERT settlw.:
CUL KRT Spm X CULVERT Rise
Dote of Manufacture
Nome or trademark of the mem.facturer
15 CONSTRUCTION REQUIREMENTS
15.1 Footings - The CULVERT units and wingwells shah be
installed m either precast or cost-in-place concrete
facings The design size and elevation of the lootings shall
be as determined by the Engineer. A three inch deep
keyway shall be famed m the top surface of the CULVERT
loafing three inches ilea of the inside and outside faces of
the CULVERT units; unless specified otherwise an the plans.
No keyway is required in the wingwnfl footings, unless
ath-we specified an the plans The footings shad be given
o smooth ties' 5nr'sh and shall reach a campressve strength
of 2,000 psi before placement of the CULVERT and wa gwr/l
elements. its completed fooling surface shall be
constmcted in accordance with grades shown on the plans
When tested with a 10 foot straight edge, the surface shag
not vary more than 114 inch in 10 feet If a precast
cwcrete footlug is used, the contractor shall prepare a 4
Inch thick base foyer of compacted granular material the full
width of tha footing prior to placing the precast looting.
15.1 Placement of the CULVERT Units, Kingwdls, and Headwalls -
The CULVERT units, wingwolls and headwalls shall be placed
as shown an the Engineer's plan drawings. Special tae shall
be taken in setting the dements to the tone line and grade
Tile CULVERT units and win9wdia shah be set on 6"X 6'
mosonfte or steel shims A minimum of 112 inch gap shah
be provided between the looting and the bottom of the
CULVERT', vertical legs a the winawall. The qop shall be
rlree with cement aul PwNmd cement and water or
cement mart,, composed of me part Portland cement and
three parts of send, by volume and wafer)
153 External Protection or Joints - The but! pmt made by two L
udpining CULVERT units shall be covered with o 7/8" x I
J18" preformed bituminous pica sealant and a minimum of
a 9 inch wide joint wrop. The surface shall be free of dirt
before applyng the,'nint material A primer compatible
with ill? 'p'mt wrap to be used shelf be applied for a
minimum width of nine inches on each side of the jbint.
Ore ext-al wep shah be either EZ-WRAP RUBBER by
PRESS-SEAL GASKET CORPORAAO,V, SEAL WRAP by MAR
MAC MANUFACTURING CO. INC or approved equal. The pat
shall be covered continuously from the bottom of one
CULVERT section leg, a- the tap of the arch and to the
opposite CU'L VERT section leg. Any laps that result in the
g'omf wrap shad be o minimum of six inches long with. the
even'gp running downhill.
In addition to the joints between CULVERT units the joint
between the end CULVERT unit and the headwall shall also
be sealed as described above. Ifprecest win9pals are used
the loin; between the and CULVERT mil and the wngwad
shat.' be sealed with a 1'-0" strip of filler fabric, Ake' if
lift holes are famed in the arch units they shall be pruned
and cmrered with a 9" x 9" square of,birtf wrap.
During the backiMng operotian, core shoal be token fo
keep the pint wrap in its proper location o Y the jOinL
154 8ackti8 - Backfd shall be.eonsidered as nil replaced excovat)w and new embankment odiocent to the J S?DED CULVERT
wits, wingwalk, and headWplfe.. the project construction and nalenot sp-Tcatians which include the enb specifrcalione fa
excavatim for structures and roadway ercavatnn and onkment construction, shall apply except as modified in This seclian.
No bockniI sha# be placed':,against any stmeturaf elements until they have been approved by the Engineer.
Backidl against a waterproofed surface shall be placed carefully to avid damage to the waterproofing material.
Mechanical tempers or approved compacting equipment shall be used to canpact all bockfdl and embankment immediately
adpcent to each side md.ove the top of each CULVERT unit until it is covered to a minimum depth of one loot, unless
the design fill height is less than 1''-0' the back6ll within the Critical Backfe( Zane (shown in the diagrams beloo) shall be
placed in lilts of eight inches or less (Mose depth). Heavy compact:m equpment shad not be operated in this area or over
the CULVERT until it is covered to o depth of we foot, unless the design fill height is less than 1''-0"
Lightweight dozers and graders may be operated aver CULVERT units having me loot at compacted cove, but heavy earth
moving equipment (lager thou a D-4 Doze weighing in excess of 11 tms and having track pressures o` eight psi or
greater) shal require two feet of cover unless the design cover is less than two reef. M no case shut, equipment operating
in excess of the design load (HS20 or H525) be permitted over the CULVERT units unless approved by CON/SPAN
Any additional fill and subsequent excavotim required to provide this minimum cover shall be mode at no additional cost to
the project
As a precouticn against introducing unbalanced stresses in the CULVERT, when placing bakfM at no time shall the difference
between the heights of lift on opposite sides of the CULVERT exceed 247
Seskfdl in front of wingwalls shall be carried to ground lines shown in the plans
Fa fill heights over 12 lest, no backfdting may begin unit a bo kfill canie-tian testing plan has been coordinated with and
approved by 3-90ED CULVERT Systems Cast of the backfid ccmcacfim testing shall be included in the cast of the precast
units This nduded cast applies only to protects with hk heights over 11 feet (as measured from top crown of arch to
finished grade).
16. QUALITY ASSURANCE
the Piecester shah demonstrate adherence to the standards set fafh
in the NPCA Quality Control Manual The Precosfar shod meet either
Section 161 a 16.2
.r. Cerfifi olhan: The Precaste shall be certified by the
Precost/Prestressed Concrete Institute Plant Certifrc26m r,
Program or the Notknal Precast Concrete Association's
Plant Certification Program prior to and during production
of the products covered by this specification.
162 Ouabliceti-, Testing and rnspeetiw yarles by Aaebor Type
162.1. The Prebosta shall have been in the business of A=s'-1' Emits of
(xmwtion-
producing precast concrete products similar to Fmm's+ 7 Cvodo C=5'-f in.
those specrhed for a minimum of three yarn He 0=8-1'
shall maintain a permanent quality control Canpoded MotekI F=Y-I•
deparlmwf ar retain an independent testing agency (S -e as unit bxklN)
an o continuing basis. the agency shall issue o
report, certified by a licensed mgmeer, detagug the i'-o' I
ability of the Precoster to produce quality products t
consistent ullh industry standards -
}.. aoEa?ow° Nw
18.22 The Precasts shall show that the latowi rests 1
ng wo b,
are performed in accordance with be ASTM vv-asf w.,mwdl ;4, -b- ? o
standards mooted. Tests shall be performed for aal W
each 150 cubic ylyds of concrete placed, but not
less frequently Than once per production rue, as w q
defined in §8 of these specifications a o b'mlfs of Critics(
ez)
Zene
Bandit
16.221 AG Content: C231 aC17' (C
(c6z)
1622E Campressire Strength: C39 C497 ?.? !n-sit.
1621 the Precasts shall provide documentation dearmstroting so
compliance with this section at regular intervals or upon Crcut
request.
6.24 he owner may place an inspector in the plant when the WiNGWALL BACKFILL REQUIREMENTS
products --a by this spedfieedicn ore being
manufactured
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BACKFILL OESCRIPAON (AASH70 M f45-91)
Gaup Cassl/kation
-1 A-3
A-4I
No. 10
No. 40
No. 200 -
C!, teratics of Fraet on Passmg
No. 40
Liquid Limit
Plasticity Index
Usual Types of Significant
Const!luent Materials
j Gene, Roling as Subgrcde
50 max.
30 mw. 5o max 51 min.
15 max 25 max !0 max. 35 max 35 max. 35 mos. 35 ones. 36 min I
40 rnax. 41 min. 40 max. 41 mia. 40.-
6 max N.P. to mar. 10 max 11 can 11 min. 10 max.
Stone Fragments Fine Silty Or Clayey 6rawl and Send Silty Sods
Grovel & Send Send
&ce'lent to Good Far ;o Ppa
Compacted Material Limits ofd
(see chart below) Finished Crode Critical
Bockfdl Zone
Mh
el?'e ro
:•lgd &

u
d4tM
aka

44
;aDa
n InsitU
-
r

i
Soil 7
lnsitu
I A
4-0' -6,
Soil -
f Properly Compacted
.4u Embankment Materic
a 8a by Protlect
yen Specification
1491ES LEVAiION
1. SEE 40n0W 15.4 FOR BACKRU SPEC'RCAIAYS
Z FAR FILL mUalm CREAMR THAN 2'a' CB.Z Ldml SHALL BE 2'-0' A60W ARCH CROM.. FOR
.TPI HU(SIIS LESS THAN ?'-O, THE FIMMfB GRADE SHALL 6E Ill,' BOUNDARY LINE FOR 7NE CBZ
J BACkRUINB OPERAn0`MAIN THE ". Z SHALL BE PERFORMED IN LIFTS OF 8' OR LESS (LOOS
DEPTH).
4. MAxxMIM DRY DENSITY SHALL BE DEIFRMWEO BY AAS+TO i-99 OR 01-HER APPROVED MEILWS
S BAQTIIL SHALL BE CGAP.AOMD IN LAYERS UNTIL THE DyaS1YIS NOT LESS INAN 959 Y THE
MAlmuM DRY DENSITY.
SPAN FILL HflCN* IACCEPIAELE MATERIAL ACCEPTABLE MATERIAL
WSIt)E C.B.Z. OUiS!DE C.&L
w 24'-0` Z 12'-0' Ah,p1
IC Zn'0"
2 7 A
Iyt 2<_0, I ALL 1 Al, A3
" E14BANKMEMi MATERIAL PER PROJECT SPEC! 1CATIBNS
BACKFILL REQUIREMENTS

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y2, .m _ ? 5yq ._... ? ? PROP. 110 LF AB' RW ? D.SDR '°7
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PROP B WA Rt10CA B' '?
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?p?DD?H(/? E CB 8-7
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HFAp?'N.L / ? a• .PROP CATCH B
SFA N1+21:W /` '', ?' / P?G AND ABANOOH` AEPtACE ENISi CA7CH 6ASIN
WSf 6N. 017{(b)=687.58 Yr? ia' / CB 6-1A STA 11+37.45 '
IXIBf INV` (SJ =66780 4 / PROP CATCH BASIN : CRAZE ELEV_695.13
pp((IIii Qf 88775 OVE 143 LFl NV. DUT=68850
' PROP RNOlR(NE)= ?? SiA 10+46A5 -
/ ' ? i Bl WATER LWE GRATE ELEV.= 894,55 INV. IN= 689.70
, :mc '"-,?., ALL NEW P?ESS- INV, W1= 887,65
.. ? ? ,_ ? 1:L 350-DIP s WFiE !
ab'¢n, ? :e : _ _ E pdELOIV pAOP INV. W= fi880D
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?iG?O IMEASECfION OF ? 1 ? WST 6 i } 23
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I '?? r'? v ' STA 71+77.45 - DIRECTED (7}p.) \ ??? 1? Lf
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i
MATCH LINE STA 13+50 SEE SHEET 11
mTHw DAIPLwE a ALL mEEs
4AEAlER THAN 72'IN DIAMETER
SILT FENCE TO BE SRptTm IN S1ONE
OR AS OIREC7ED 10 PROTECT ROOT
SYBIEMS.
NOTES:
1. ALL TREES NOT INDICATED TO BE REMOVED
SHALL BE PROTECTED AND SAVED UNLESS
OTHERWISE DIRECTED BY PROJECT INSPECTOR.
2. SEE CROSS SECTIONS FOR CONSTRUCTION
STAKING REFERENCE POINTS, CHANNEL WM1DTH,
AND BANK SIDE SLOPES
3, CONTRACTOR TD LIMIT DISTURBANCE TO
WdAT CAN BE STABILIZED GAILY.
4, SEE SHEETS U1-U3 FOR UTILITY RELOCATION
PLAN AND PROFILE DATA,
i
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Cover Sheet .........__.........
General Notea ....__»._-....___......._...__»_.....__._....__........... ?
Erosion Control Overview ..w..__...__........_.....____..,._....._..__ 3
Storm Drainage Structures Summary __....,_.........___.._.......__ 4
Draivage Item Totals & Ditch TaMe .._.._....._...».._,.__............. 4A
Plau & Profde._..................._.._...__ ..............._._............._....5-37
............._.... TCPl-TCPS
Traffic Control Plans...._._»....._._...»_.....
Ufinty Relocafion ._._...._.............._....___......._.......__._....... U1-W
Crass Sections ........................_..._....._......................_........_. XI•X3
Derails ........_.
Special Details
?^v
Dl-D5
s1?5
CHARLOTTE
ENGINEERING & PROPERTY
MANAGEMENT
Construction Plans of Proposed
? ? ADDISONIDEVERONBTORM DRAINAGE IMPROVEMENTS
Prelimina?'[i Desi?p Submittal
`J b"
Project No. 671-00-010
J
Project Features:
Storm Drainage Pipe and Channel Improvements

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PO NTS
WOOLPERTLLP
8731 Red Oak Boulevard
Suite L01
Charlotte, NC 28217-3958
784x25.6284
?],?$RT FAX [phone]

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NTS

20 40 h0
Plan View ....._..,.......
20 AO 60
Hors Profile.._.._....
4 8 12
Vert. Profile ......___.
g lp 15
Cross Section ........_.
Contract Administration
Starmwater Construction Manager
Landscape Management
Stormwater Project Mmager
CDOT
cmlr
Storm Wa[er Services
?®1??Yk'?(??E?L? ???f?

-?-----
New Property Line ........................»........ -'''- -
Property Line or Exiafing R/W Liae..w....._ ------------
Existing Structures .__._......_.._......_.....__ - - ?-- - -- - - -
Existiug Edge of Pavement:._..._._.......».... _ - - ..- - - - -
Proposed Edge of Pavement.....__.......»....._.
Existing Fenee __..._.................__......._..._... -. -:, - ^--
Prop Fevee Relocatton............_ .................... -,-.-.-
SlopeStakeLine......._...__ ..............__........... -c.-c-c-
EzixdngEasement...._..._._......_...___._»... -e-e-r-
TempararyConslmcttonEasemevt_........ -e-e-•-
SidewalkEasement........_....._.....___..._.__. --ass-Esc-PSe-
Permanevt Storm Drainage Easement...._. -soe-soe-soe-
ExistivgGasLioe_...__..........__..........._..,.. --
EaisDng Overhead Electric _............_.......... -- _ -- _---
EzisDugUndergroundElectric „...._........... -??c -tie
Ezisting Overhead Telerommunication...... ---- --- T --
Erietiug Underground Telecommunications ---- .. ---
EaiatmgOverhead Cable....__.......»_.....»... -,,.--„'----
? ......
Existing Underground Cable_......___.........--Irv-;,rv-urn-;:ra- _.
Existing Sanitary Sewer.__..... ............._..._ --.-- :: ----
Proposed Sanitary Sewer.........._____.......
------
----
Exisdug Storm Dmivage .___....._.._. - - - - -- - - -
ExistiugStorm?rainageto heRemoved?._. na??
Proposed Storm Draivage ........_.._ ..............
Existing Water Line...,...._........._ .................. -- ? -
Proposed Water Line....__....__..._....._....._ --

..........._ ..............._....._...__...... ?7
ExistingWaterMelec....»..._......... ru.
Proposed Water Meter.._........,.w_..._.__........__....__.___..____... 0
WaterValve._._........_......_ ....................._........_..........._........__.. xwv
Existing Fire Hydrant..........................._....__..._........._......,...._.... ?? `?
Proposed Fire Hydrant.....__......_......._ ......................................._.._. ?
oa cv
Gag VBiVC......._......._ ...................__........_........................._»,......._..
Existing Sanitary SewerMavhole ......................................_............. ?s,
s
...._
Proposed Sanitary Sewer Manhole........._...„.
Existing Telephone Mavhole ............................_........................_
hone Manhole __......_...,....._. ?'
osed Tele
Pro
p
p
EsistiugEleMricMavholc...........__.........._.,......... ....................... ?`? O
Proposed Electric hlenhole......_........._........,.............................. 0
ExisDvgCatchRasin._..._.._............._...................__..._..._......... ? I
®
Proposed Catch Basin..__.............___ ..................__.__,...._......... id? 0
Existing Storm Drain Manhole............_......... .............................. O
a s
s"?
'.. Proposed StormDroiv Manhole........_..._.._ ..............__»............_
? ?
Eaietiug Yard lnleL.._..........__ .............._..........__..._...._......._........._
Proposed Yard I¢let.._............_............._.
Existing tight Pole...__............_ ........................._............».....___.. ?'?'-r ?
Proposed Light Pole._....._ ...................._.........._.................__...... *
ur
EaistingUtilityPole..........................._ ..............................._....__.
Z

Existing Utility Po]e........__ ......................................_............._.__ ?'
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?
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r-
Existing Guy Wire._....._....._......._ ................._.................._..........
Proposed Guy Wire ............._...__..:...................._........................_ ?
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w
Existing Iron Pin .....................__................_.........................._..... ??
?
........................_.._...... ?
.
Tree
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i
...
........_....._......._........___...
ng
a
s
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Tree,Vegetation, Shrub Aemoval......._ ...............»._......_......._.....
? o

Tree Pro[ection ....................._.................__.........._.............._....
? ?/
W
Tree Rumper ........................................_...,...................................... Qi
Accessiblelierup ...................._............_................_.._.........._........
Proposed Hand Rail._......_......._ ...................................._.... ?
Proposed Silt Fence........._........._...__..............._...._........ ?-C? - ~
Proposed Rock Check Dem...,..........._ ......................__..»... A W
Proposed Limits ofDisturbance..............................._.. -

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StabitizafioniVlatlin ..........._.........._.........
g ....._..........._. ,
l
....
?
GrassPlan(ingStrip.........,....__.._...... ........................._ ? F-?
Proposed Curb & Gutter, Conc. Drive, Sidewalk...........__.. -. -- H
AspkaltWidening.,........__ ..............__..................__....._.
::..
,,
,
ExistiugRipRap _..._..........__ ........................._...,......_..... ~
?3
..................
Proposed Rip Rap ._............_.....___....._........_..
;.,,.,
Existing Gabion Wall._ ..............__.........._..........__............ .'.r:.:-:`.
Proposed Gebiov Wall ...........__........._ ............................... _ _
:
O
-_
Asphalt Driveway Replacement .........................»............... r
J
GravelReplacemenL.._......................_ ..............._. ?.?
_:?_:::?.
, ?
.
Pavement Removal.._..........._. .....
Proposed Inlet Pratectlon..........._ ........................_......_........ ? O.
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APPROVED _
CITY ENGINEER DATE
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SAWC?TS:
F FOL
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PROPOSED CURB ELEVATIONS: HIS PROJECT AND BY k' FR NCE PRE CONS1JEPtD A °AST OF 'NESE PLANS a 7 ..... .. d'3EBRA„ DIFFERaN?E - HEAD
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ENC PIEEr, i:7EY s+A'f GE AOJUS:ED TO ACCOMM?DA :.,F.:?ESPEh CCNDI'IONS. ,. THE ccN'RACT A sH..,L =ISiau AL .RUSION Ara xCIA. NTA'ON cool*ACL NEAS,IRES A:HD
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NOTES:
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I, 2 SEE CROSS SECTIINJS FOR CONSTRUCTION
STAKING REFERENCE POINTS, CHANNEL WIDTH,
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4. SEE SHEETS Ui-U3 FOR UTILITY RELOCATION
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PROP MANHOLE ? ? ?flELOCA SHED .....? ?? ? ??' ? ? ? _ RELOCATE SHED ....._ 1 W
STA 0+10 5' BENIN S?? ? - - - ? ? S BENINO SDE FINAL 70P ? pROP06ED CnANNEL 5lLALL FOLLON '?1 ? ?I W O w
1.
RNA ELEV- 709.0 _ _ ? .- aF BANK I - ? ?{
T- IXISTINO CHANNEL HORI20MAL
INV Dur=7os.aD u?, ? i t-+1 - - ALmwMENT W ? a W Ui
MV. IN= 705.25 10',AOE50 ftOAO SEE SHEET 3' RASE WO7H 2:1 SIOE SLOPES SILT FENCE SEE DETAL SHET 02 FOR CROS6 ? ?W '? O
\ ? ? ?; ? \ 30 FOR FULL PLAN NEW ? ACTOR TO USE E%7REME CAU71W SEE DETAIL PT 02 FOR BANN ?TTTI? I 6ECFION e ? 1? ? W a
WHEN E%CAVA7ING NEAR UNOERGRWND 7REA71AEN15 +/ 1/ M Q W
_ _ _ _ ? \ ? ? ' ELECTRIC, iEIEPHONE ANO L.Y. CARIES r-'
I CONSfRUC110N EN@ANCE ??;? AND-ENCANA1rtM lq[C',BE AEOUIREO O ?ij?IO Aa Z H
- I WREN CROSSING SERNCA LINES _ I ? ^ p{ W (?1 ?I
I ? ? ??, I ? ? NOTES: ? ?r?W zwC7
- ? ? - A ?
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--
t.ALL TREES NOT I DILATED TD BE REMOVED A E.Iy FA
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- r _ _ SHALL BE PROTE TED AND SAVE6 UNLESS ? ? W
i
-' ?++? pTHERWISE DIREC BY PROJECT INSPECTOR ? ? U Ra
T ... I E? I. r, F __rv- I
'. ?. ?,?? ??? 2.-CONTRACTOR T LIMIT DISTURBANCE TO ? ?? ? ? (.y
I
i
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n ? ° o° a "^ ??%'Rh?'o-? ? °? ? o"k"ok1O?k' ? o^k'ok1O?k' k"o?'Ok'
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v
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___ _ ___. _______ __ a'a °?
w
PRW 47 Lf l8' CLA55 IV RCP a'I 3 0 U N n LL
' --' ? PROP. 68 tF 18' CLASS IY RCP 0 O.SOR ? p9pp. 64 LF 18' CWBS N RCP 0 0.5IC4 ? 0 O 50R ? RI 1"
'? _ PROP. 65 IF 18' CLA55 IY PCP 0 O50X ? ?
F'" W
.740 _--??' ?51V RGP ?-
-. _ -.- O
_ ? - PROP. a1 Lf 24 ... 740 J
0 270% EI(IBi. 5' WAUNE ?
' tf 24"RCP 01.OOR '. _; D N BE LOWEiEC _ __ _ _ _ _._ _ _ _ __ _ ?. :
PROP. 96 .?15 iIPIF ? _._ -_ ' - _._ _ __ -.. -_- .} __
\ KS ,J' YVATER 1NL14
- %-` - _
-775 -_- - ?__ .__ -.- - __ _ __ -_ - _ _._ - -
.-. -.. ,.-.- 735
', -. PROP. S LF -- -. -. ?,__.__. - -. ....- -.. -_
2005 ® ',? :. '.
_.(15i ? -
JA1ER N.
d a, e
n n n."'
770
_ 730
G+DD 1+aD - 2+ao -. J+aD _4+DD _...
MATCH LINE SEE SHEET 12
i? ? ?1 w i
HW 15-}.. } PROP CiL1NNEl ? ?I
PADP HEADWALL ?' ' ?"IMPROVEMFN75
X
-- -- -- _ TG REPLACE E%IST r , ? SEE SHEET 12
_- - -HEAOWALtt r ?' -.-? G) _ -.
srA Go-oa ? - - D
' INV..0UT=736.QD? `? 1 ? ?? '-I ? TauaY 9. -
? ?PI10P. 24' flCP 1'Tl
5 - ?,? fi _
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AND ABANDON ? ? ? ?`- I' <
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INV. OUT ElE . 778.17 _
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MV. IN ELEV.= ]78.37 ? ? / REMOVE F%IST DI PLUG GLIP' FILL REIAAININ6 PIPE ". y,?--- ? 1?/ ? ? %. ? % "? ?' `'
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/ - ', EgSi 15 PIPEB ANO PND PH4NDON - "J I ,..-? ? ?7{- , j ? "? /? _
t_ / ', ABANDON NcooT sB. etO.n _ '= ? , '
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9 I INLET PROIECRON T --- _ _ _ l I '% 1` ? ??? °?% c
caE, ?
(TYPICAL) ?_ ' ' aim L i. ?urv _ -- ? - , '
/ ? al'
ro
?_ k O
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? n(_ ,
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l RAMA ROAD ? AEPUCE a67t (m1ru1 °'?? s
J r°.?? I LF OF CURB __ T ?.
-*? ??. I AND SNEN'ALN
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- - - - o ,6" Rc^ ?? I NO'ES?
?- .I __ - ?------ --- ---"_ r PRA. ?-. I G1 .. ,I Z`? (?
-- __ -- _ 5 FE 6 RGP a.. PROP 15' AGP +- _ ^o _ .I-" P =--_,??-?':^ - ?_-I I ??' ? 1. ALL TREES NOT INDICATED TD BE REMOVED ?rh?
Vl
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L ?? HA L TED A D UNLcSS
W
=+a? --°' ?{?.-? ,, _ - ?- - _ - -? ?? ` ? ?. -t D7HEAWISE DIRECTED BY PRDJECT INSPECTOR.
NEAREST EYIST WATER.... _ ___ - _ _`? _._ -' ?..... sue- e.-I=-,_ -_.?. _ _ _ - _' _ _ '? ?Tl i I ?. '. t I. ?Z
?_
LOG47FA 0 INTERSECRON DF "- - - J - 'p_,:' W
? ?? - ? i 2. GONTRAGTDR TO LIMIT DISNRBANOE TO ??jW F"
RAru RD. AHO De?aGN OR. _ - •" ..... ? - - "? ?.. ?- ? ? li ?,y
Ili 'f WHAT CAN BE STABILIZED DAILY. '?
(z97t LP) ., . ti ? ,, mR?a Q
? it ? ... G/?A
- -- ' Ce 16-5 y
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1 ?. PROP CATCH BA9N IF, '' /?
„ ;
DBL CE 75-2 ? $TA J+42 ?'... NQ.${ A h'q
PROP DOUBLE LATCH (iELOCAIE/ADJUSi? -.. ? `
GRATE EtFY - 74485 DBL CB i5 '? ?'?' ? 0
BA9N 70 REPLACE I WATER METERS AS _ s
'"ter` ENV. OUT ELEV. 747]2 ? - -T07 O
PROP OWBIECAiCH ? W1HIN ORIPtJNE OF ALL 'BEES _
E%IST CATCH BASIN OIREGTEO DYp:)?- !? MV. IN ELEV.= 741.82
SEA 1+4] l CB 15-4 BASH TO RELACE ?' D I GREATER THAN 12' IN wAMEiER - f ?y `1[
GRATE ELEV.=74167 I 'c` _- EgSi GTCN BASIN `a 9LT FENCE i0 BE 51(IRRO W STONE a?u?F,
INV. WT-779.94 C' L ?F-LDNfR FX1ST 8' WATER POOP CATCH BA9N ? STA 3+89 I i ? I I. OR AS DIREC7F0 TO PNDIECT ROOT ? "'I
INV. IN=740.44 UNE PRONDE STA 2f78 ?_ .. GRATE ElEV?745.15 ?/J I 8Y5IEM5. ? O O 0
CRATE ELEV=744.45
L FEBIWJNED JOMTS INV WT 7/0.20 ENV, WT-747.951 ^(??
CB 15-3 LENGTH OF RELOCATION INV. IN=741.70 FM l?
PROP CATCH BASIN ? I,
STA 2+72
GRAZE ELEY: 744.28
MV. OUT=740.77 F
INV. IN=74p.e7
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a i
m _
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_ ?- /, _ O
700 i / n ? J...- _.._.-f - - ?: -. PROP 601F 36' RCP 00.90% _ _. _ ... .. ...... W 700 '.
PROP. 92 1F 36' PCP 0 0.90% :.. Z
ma Lf 2s'x a5^ HoRIZ.;EwP. RcP o 1.a6% I I ' i I 'I. J ', : '
PROP. I
_ ,
~ !695 .
_I _I I ar?Ra? I i
?. ml i ?.
', '. '690 i
,_690 ... _ ._. _.... __- .... .. .. ..._ -. ._. -.... I_.- .. _.. ._ ____.
D+00 7+00 2+00 3+00 4+00 `?'?
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/ $I
Y
1/ 1 - \ REPIAbE 243 LF -OBL W 1o-]
GAT?I POST ROAD. aF GuTrER PROP DoueLE caTCx eaftN ra ! ?
,?/ /I REPLAGE EAISi CATCH BA5N
? / ? / ` ? \ I GRAZE ANO FRAME-
i
` \ NCOOi BN. 810.0.3
?,? ? ? STA Of2A
?_ ? _ \ ? EKIST AIM ElEV 719.68 ? '
?i-IY? 1 - '? ? ? E%IST INV. CUT )10.09
f S? ? \ / .,? E%IST INV. ?N - 710.8)
\ ... ., ,? - V C ATE mF'E
\ / ?
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c9fo1 ?
PROP cA1CN eAgN-TC _ -- -\
REPIA?E?E%19T CATCH BASIN _l \ ,'LICE 3083 3 ?
1 )- ? C7TIER
SFA DYDO(NEJ ? _ -
E%IST AIM ELEV. = 712.91
i ??
PROP INV. OUT =J025N, -
,- ? ? ? ?
PAOP INV. w(sE) ? 7o??D ?' ? ? I?, ? ?' ?
., ?, plsr INV. wME) f'io9.e1 ? R
_ %/ ? ?- A w
_ ? _, ? _ ?
- ?
/ ? ? ?.,. -
' REMOVE 1003 LF / "' ? rW
.sue E/75i 15' RCP _ ? \ \ J? .%I
? ? ? ??, ?1
_ REMOVE ANO STORE TREES / 7 ftELOCAIE/AOJOSr ? ? I ;,.f
- FOR rRANSPlAN71NG IN J AELOCAIE E7157 pphR MEiERg pg /
I / ? '\ 1 ? m N o
? ?? AREA OIREC7E0 BY HOME ? ? _FIAE H11)AANT OIAECTEO (lri.) i ! X V l? ?
?? - ?-? OWNER ANO APPROVED BY ? ? ?\ ? ?J
:»?\ ? .,n? JNSPFGTOR ;?I ?SIL1 FENCE ?' '
AEMDVE AND RESET (irPlcaL) ? ti -
- IXIBi AIP RAP AS \
DIRECTED - I? L 1? r
. '? ?,. _, w . fN? l1M?fi DF _
C
? OISNRBANOE C`1
? EW 10-1 J MICAL '
?. ? .! PROP EN6WAl1 1 ? ? 0/ /. ? ( )
?. \ INV. ELEY.=898.55 ?? ? '..
?. ? SDF DI 10-3 /?° ??? ?_... _ Q
' PRCP DROP INLFT TO -)
_. OI 10-1 REPLACE E%IST DAOP INLET
\ - PROP DROP 1NLEi S7A. 2+56 ?; ? ? ? - c 0
I \ CRAZE+ELEY.= to E%ISi GRAZE ELEV 70860 i ? 11
h 5.00 PROP INV. OUT= ]01.36 /Q? ? -
INV WT=699.54 PROP IN4. IN=]01.56 LL \ ?Y 111
- _ \ \ ??„? ,. INV. IN=699.74 ! T `INLEjrPR0TEC110N
PRCP 36' ftCP _ ? ? ? - / , - = )F ? ,- ."1 \ ?•'? \ ?... / ,t( F (MICAL) ?? ;' ? ? .'.
SEE SHEET 11 FOR - \ ? ? _ -, ,
? _
STORM DRAINAGE ??.. ? _ - ?-_ ? ?/ ??
? ?I
PROFILE DATA _ ? _ - __?-? ?` ('a ? ? y
?~ ? ?J ?, _? n I ,?1 ... J 4 AEI6OVE ANO RESET- ? / ?, W
?? ?^^ - 1591 LF FENCE
? ?? SOE ?/ ? ?? _ ,,_ , ? ,?/?F
N ? 7? ?_ ?l?., ? ? ? r _SOE ?. ?'? t / ', ? F?j ?A ? A
? l ? ??
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W }1 \ -)^• \ .`1 S," ?'r'_. ?.R -? .J -.? ?AFMOVE 60? NNENECAVAiINC NE?UNOERGR0UN0 W
aE \ CP ! ^, E%19T 24 fl ? O
y ? T.. ? \ ?- S ? ? _ i / ELECiftIC iEIEPHONE ANO iV CABLES /? ? 1 ? O
yy / ? Q ? \ "' ?=: ?" / NANO E%CMARON PoLL B ? REOU6tEO Q M ??//
? ? ? \? ? ?G? _ \?D? ?L?? ?([j,???? NHEN CROBSING SERhCE/LINES. ?/?? W EI W
.. \ \ PRCP 36' RCP `? h ' o i O [y.] r ,
W \?? \ ? ? SEE SHEET 11 FOR ?? ?tY ?' bQIE, O ? Ey
V1 ? 1•, ??.,, PROFlIE DATA G2 ..? J of 10-2 I"'N
. ROP OAOP INLET TO /?
Z ? REMOVE 913 LF ? REPUCE E%19i DROP MLE7 'MTHIN OPoPONE OF N1 'REFS {..? R A
Eklsr 24' RCP GREATER THAN 12' IN OIAMF7ER /1 O ? y
`B 6-fi -F \ ' ? ' 6TA. 1+96 SILT FENCE TO BE SKIRLED IN STONE M
PROP CATCH BAS1N \ ? ? '? ` O - n ? E%IBi GRAZE ELEV. 706'92 OR AS OiREC1E0 ? PROTECT ROOT A?I p{
'A , n ? PROP INV. WT= 7OO.fi0 SYSTEMS.
:Y ? t L f _ „ez PROP INY IN= 700.60 ?1 V]
.!
cB fia ? ? '{? ? ? - ?
PROP CATCH BASIN \ ?
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SEE SHEET 11 ? ,
• `?
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725...... _ _.... _... __.... - .-_. _ - ,.o wpmp _.. .. 725
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720 _? _-. _. -.._ I. .. .. i m°wm<??, ? 3 a ,.. .. ? ui
a
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' W sxls. c .D ?.? '. I ?? - ? ? m
I _ -?? a? ol.rmoa
' ?' ?---? 715. ? ?, 3mow?a
Jt5 _(l' _ - ? .. __.. _._ _ I .. _.. ..- ? ? ?;A` _..- __ of
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--- -- ------- --- ' --,-_- - _Q_ ai w
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!. '---?. _. --- ' 1141f t5 PCP ,. O
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_ _
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.. _.r .PROP Z6 LF 36" .?
_ _-
770 ....? ?.. -.. -,: ? _. ? -'. RCPC 1.7oR _... ..... _.. 71p _'
',. ',
I
?.
II
1
Q ??i
I
(/) T - - __ _.. ? PROP. J6' RCP ? :
a sV,R _' - ? f I 705.
705 ..... -...:-_.--._-. _. .- __ _. _..:? .. _ . -... -... - -. ... -..
-' -' -?-- - -.._ _ _ J'? I"_ ? ?, BOTTOM 36' RCP=706.10
' '. TOP B' SAN S'AR=708.01
er
- , ''.., A PR0110E PIPE SlIPP0AIS
i4P FOR PROP RLP PIPE ?'
'.. SEE DETAIL SHEET D1
v ml 700 .
700', ? ..-- ? -_...? .. -_ - - _ _ - --
... - _ .c i. BOTttIM 36' RCP=]04.80 ._. ..
?'?... i0P B' SAN SWR=704.49 ' _,? ? ', ..
- ? PRONDE PIPr SUPPORTS
P pl
F PAO PCP PE
OA
m ? °
?,, SEE DETAIL SHEET D1
695
695 _-. _... '' __.. _._ _-... '....._ .._--.
--5+00 6+00 7+00 B+00 9+00
i
L ? n
- _- _ __ _i
II -
_ -
__ - ?
CB 8-1]
i PROP CATCH BASIN TO
''?. „ '. REFUGE EXIST CATCH BASIN ?.
'' _ STA 8+75
INLET PRO1EC710 GAME ELEV. = 711.72
', PROP INV. OUT = 706.69
TiPICAI ? I i
I ( ) ? I PROP u?Y IN(sE? 7osss ?, I
PAOP. J6' PCP E%I6T IN4. IN (Nf= 708.89 REPLACE 190k LF
?, ii '.i GF OUTIER CB 10-6
PAOP CAiCW, BASIN -
_ ? STA 8+49 I
7 : GAME ElEJ?= 718.70 °
ti ?, INY. OUT =715.00
F i. ?
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i ,
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3? __ _ __
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a
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w RFMOVE AND REPLA;.E 78 LF-_.., ? "Y;'? - - - - -?J. _ - _ _ _ - ? _ _ _ _ _ _?? _
? ?? " ?
`.:,7 ? - PROP. 75' RCP ?i ?
U OF SAMTARf SfNEA MAi
Vl ? S PC 750 DIP (TYPE N 9EODING) ? L '?1 4
--- -_ , ??- ?- o
? ,. ?- REMOVE 2J3 LF I.
a ' GATE POST ROAD ? ? F ? I -
i
y _
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REPLACE TIER
A BA r_,
REPLACE EXIST C TCH 9N W /?
(SEE SHEET 14) _ o STA 6+49 ? FM
i,
.y O,? 0
I?
Y? SILT FENCE REN01c 70 lF Ek15T. ? ?, _ N A QOELEV:?712471 ' ? ? V ?', II
ttPIG4L i INV IN = 7 20 ' ? `V
O5
( 1 ? ?a
?- ?. PLUG ANO ? z
o
'>Tr ?, AEAr?aN PER Nc9aT w /?
U ' sm. ea.]1 I '' I ?', I 17 V-i ?+
,Q DISTNRBANCE - '., .. - l+?I
CAL A
E%IST DROP INLET 70 REMAIN, ? ' Io ?? c - I \
u rY
ABANDON E%IST JB' CNP _ z1? ^O
N0.9TN OF E%IST. DROP INLET I Is - O 0.
h , I ?/
-.. - -- -- -- --t Ncoor sTO e, c ro - - ?' '. C/1 w
i 1NiHIN ORIPUNE OF ALL 1REES ? I?
I ? ? GPEATER RIAN 1Y W DIAMETER O
II - -- - I ? i o i ', ? SILT fFNCE i0 BE 6NIA1E0 IN STONE A
' , ? ? '' ', '. : SYS7FMSIAECTEO TO PROTECT ROOT ^ ? F?+
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'. ? 6 2702
.720
L
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715
aro _.__ _...._ a+so
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it
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_ _ _ - _
E%IST MH 10-2
E%IST MANHOLE
'?; Sip 0+00
r! Ex19T AIM ELEV. 730.34
IXIST INV. WT- ]25.84
li E%!Si INV. IN(NW)= 715.94
E%19T INV. IN(NE)- 72SB4
Ilo! PROP INV IN(SWJ= 726.20
- REPLACE 253 Lf
OF CBiIER
I f w I
?'?. CB f0-10
' PROP. OWALE CATC?I
BASIN i0 REPLACE E%6i i
CATLW BAgN
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GRATE AND FRAME-
Cltt S1U 20.M
I E%I5T CRATE EIEV=723.55
EYJST INV OUT-719.75
E%IST INV IN(NW?7C9.30 I
E%1aT IN4 IN(E)=719.75
? GRAZE TYPE ?E I,
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CB 70-11
REPLACE 323 if
I OF GIIT7ER
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PROP cATCN easlN BRACE ROAC 'NET PRDTECn°"?
SU C+O600 (TYPIGL)
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INV. ouT= 72saG I. wsruAawcE
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sue SEE cErAIL, sxEEr o2
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_ PAOP INY. WT= J3J,20
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PROP 2-15'
a RCP
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PROP OOU9LE CATCH DASIN ?,
r0 REPGCE IXIST CATCH BARN - I.
STA 0+00 -
i EgST CAME F1FY.= ]38.45
i EgST INV. OUT- J38A1 '.
? PAS INV. IN= ]3651
I;I R'4'TL
'NLE7 PR07ECPON WTHIN DRIPIJNE OF AtL RiEES
(TYPICAL) GREATER THAN tY IN DIAMETER
'i SILi FENCE i0 BE 9(IRTED iN STONE '
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SYSTEMS
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7 BASIN A LAC ST DROP IN i '
PROP_DOUBLE OA CH ? i EF E E%I lE ? ~
TO REFUGE EXIST CATCH fiA61N ? STq 0+00 I - ?- ?
I CEIY SN. 20.04 MODIFIED II GAME ELEV.=67621 I
F ? XIST NY 0 fi71.48
' ' PNO flAME - E I U7
GPATE ,
Citt SN 84003 PROP INV. IN(SW)-671.66
Ek13T GAME ELEV: 674.5] ? EgST INV. IN(5}=677,Sfi i
? EpST INV. OUT-666.9] _ ?
E%IST INV. IN=BO&02 '. I 1 ?I ?i
CRAZE iWE 'E' ? E%15T 24" RDP EXIST DROP INLE(
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?l ? I I '. -- - _ _ - SOP _,? _-^ ?_ _...- PAGTECT Iunslels FENCE
'? ? _ I I _ v? \ S , ? 1', PLUG E%ISi 18' ftCP j I WIRING ANO MAIEOIATELY
?y ? n y ? ?j ? ANO ABANDON 'REPAIR ANY DAMAGE.
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? ? CRAZE EEV. fi82.00 '? ANO ABAN00.4 -
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PDOISON DR AND <rNCRFA A E '
(6SSt LF) .. 10 CAEAR E%I5f 'RATER - ? __ _ ? _ -. _ - w
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t1NE AS NECESSARY - -
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E OISNA&1NCE REFUGE 309 t "Z
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C6 1fi-3A ('((pICAl) it
PgOP CATCH BASIN i0 AEPLgCE
' Eg67 STORM MANHOLE
S[A 1i20 ? -- - -
CRAZE ELEV. 66268 I '
INV. WT=676.93
PROP INV. IN(SEJ=fi]9.13
EXIST INV. IN(6W}=6]8.96
Nom:
PXiHIN DRIPLINE OF ALL TREES
GREATER 1HAN iZ' IN DIAMETER
SIL1 FENCE 1O eE 6gR1E0 IN SroNE
OR AS 01RFC7E0 TO PROTECT ROOT
S767EMS
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PROP. 24' RCA '. % .. YP ,.+- 'I - "
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PROP 24' RCP '. : i? : ?,. ?_ - _
lil ? R-z-:
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J I ':?- ?, - - _ 675 ?. PROp 2a' FcP ?? '
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' "AauN? ? I 680 ? ? Arno 3A02
2 a ? I I x -
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2+50 3+00 4+00 5+00 g+OO ]+00
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STA 3+25 ?i ? II (SEE SHEET 1? - '
r.
9AATE EIFV. 886.30 ? Q .? ? ?'?, - ?
INV. Wi 61 J r
=8.75
INY. IN=bB1.55 I ? i I ? _ REUOVE 10 IF EALST EYIBi CB 16-11
I 18' RCP AND ABANDON E%IBf LATGi BASIN
I
h I ? I NCOOT B1D. 840.77 BiA S+AB
', I I INLET PROIECnON '? CRATE ELEV=887.20
EWSi INY. OUT=BB7.92 ? gl
(Tmlcu) '? PROP INV. IN=BB4.12
EgSi 8' WATER l1NE? CB 18-5 SILT FENCE
PROP CATCH BASIN TO
TO BE LOWERED
llP
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V I 2? REPlAOE EgSf CATCH BA61N I ? ? ( ) / ?
Z :'. STA 3+ NE = 0+00 SE I IIMIIG rn ,^I ?'
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a °
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9 DISNABANCE
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PROP INV. IN SE =fiB2 24 I
( )
u. REPLACE 106 } LF
IrE E%ISi INV. INN =8?7.99r
(? -
_ ? ? _ _ __ -- OF GUTTERING
4EARE?T EMIST WATER VALVE I ? IS'? - - - - --- ? -._?
LOCATED 0 WIERSECTON OF _ ? ?.
NOinNCkIAM OR ANO SHASTA _.N? , ? ,. I
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T- r- ?? " '? ?' \ ? .R0.° OOUAlE CATCH BASW
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- ___ ^.
___. - - __ - - - ?_ -_-_ ? - - - ? ? ?,, ? \ doff. J
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T' ? ? ? WITHIN OAIPLINE OF ALL TREES r'1 ? (? r??
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?? ? ??/?l ? ? GRFAIEA 'HAN 12' IN OIANETER V ? ? rl
- ? ? PROP. 18' RCP REPLACE 29 } tf - p•y
? _ _ )_,_ J T OF 6OTIERING '7 ? SIIT FENCE l0 BE SYJRIED IN STONE a U nW/
L - ?q„g _ _ _, _ _ _ 'Q,/_ ??'?r OR AS DIRECTED TO PROTECT R00T ?z
_ _ z I, ICI -_? ?+7 O \ SYSTEMS. W ?i r ,
DBL CB IB-6 ? _ F-I I+M
IXI47 i i/4" GAB ? ,?ixu3„J ??I PROP-OOUBIE GATCN BASIN ? ? ???i \ r?, ~ ? {?y
10 REPLACE E%IST CATCH BASIN `' W E^ O
i0 BE RELOCATED ? STA 0+28
(BY OTHERS) - _ ?\ ? ???
- _ GRAZE EIEY,-686.21 i
_ e x
?- INV. auT_e . e ?'"
J' ? a3 2 I 1
INV. IN=883.26 ^ v `` \ I? ? O ^7 ?/
DI 16-3 I ? __ \ O ? (v? ?
PROP DROP INLET NEAREST E%ISi WATER VALVE y ',Qy
STA 4M35 IACAtm O INIERGEOn0.V OF ^ O H Li
GRATE ELEY.=68].00 'I I \ NOTTINGHAM OR ANO Ap0150N Fy a
INV. O0T?B3.50 I \ ?:?. 0R (1121} LB) ? O
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a?Ti?i ?? '. 01.908 (n
I?pa ____ ? RCP 36'RCP '
ao oo? X/ "t1j ? SEE SHEET 30 FOR
i ?
zed :.. U% SRIRN PROFILE :. Z
680?6N? aaPW? ? PROP 1501x` 36 RCP ®1.3 DATA _
?. J 680 '.
7 I " .' : 16' RCP ®1.70& _ I
/ PROP. 117 LF 3 ?
? CONTAPCTCR SHALL PRONDE, - - ?
PFIOR TO 'AOAK 7N Tl11S Q
AREA, A 7RENCHINO PLAN
' fOR WORN IN DEEP 1RENCHES ?, ''
675 ,-... .. -.. -... FCR RENEW BY INSPEC70P. '?. - 675 '.
.. _...
?BOTTOMOPROP36N RCP= fi]701
tSl li
- - :
iB`NIN ' - - - ? :
670 I. . I 670::,
I 1 I I _ I'
PROP fi° WATERLINE PR . 15 lF 42' -
AELOCAiIpI RC ®0.708 PROP. 19 Lf 42' ?\
SEE BNEFF 7 FOR PLAN hEW RCP ®0.50%
PAOPNOE RESiRNNED JD1NT6
^
LENGHT OF RELOCAPON - -
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?:
665 '?. .. ?. ,o ?; "' 665
_o+GD 1+00 2+DD _. S+DO.. a+aG ..... s+aG .....
SEE SAEET 8 P20P. 36• RCP
? sEE SHEET ? FOR
_ q - ? _ srDRN wulruce _ " ?
1 ?`<? - - "? ? i? 1? ??r PHae?E DATA _
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PROP 5?% 8' PRE GAS( ? ? ? ?` ? ? .'. I- TO REPLACE IXIST CATCH BASIN f
CONC. EO% CULVERT, SEE ? ? I? I. STA 7+43(NWp
SNEEf 32 FOR S70AN ? ! i STA 0+00(6EJ
?? /:
DRUNACE PAOFlLF DATA L _ `? ? II I GRATE EIEV,?96.89 '
/ % ? _ REPIACE202 IF'? I ? I WV. aI1T=682.50
?tlV-IN(EEr683.50 REMOVE 982 's ?I57 75' RCP, FlLL
f q ? INV. IN(N .20 REMAING PIPE W/FLOWABLE MATERIAL
I' y, <
w,: ? i ', ? J \ um,? ? AND ABANDON ?'.
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PROP ENOWALL " ? - -? ? R'
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I ? -REMOVE EYJST SiOPoA MANHOLE, I
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i
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TI
HCLp EXIST TDP OF DWlN ER061 - _ - ~ ?? -" ? l ^ ?+y ? ?I?. Q
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CCPISIRUCT. SEE TYPICAL SFCIICN, - ?
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PROP NAxnaE
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V? AeA?maN Emsr ? `?? ? I ! ? wsmaeANa 2. CONIRAOTOR TO LINK DISNRBANCE TO
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t J i J •Ls WITHIN DRIPLRIE OF ALL TREES
5 fGS 101, DR GREATER THAN 12' IN DIAMETER
JC J C
SILT FENCE TO BE SKIRTED IN STONE
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\ OR
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INSTALL 18'
SEE DETAIL SHEET D2 i it
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SEQUENCE OF CONSTRUCTION
CON31AUCt PROPCSED 1MPROVEMENt3 IN PHASE 1 CONPLE?E BEFORE
COMMENCING CON31AUCnON IN PHASE 2 PHASE J MAY BE CONSTRUCTEp
At 0.NY TIME DURING ME PROJECt CONCURRENT WM piHEA CDI4STRUCPON,
PHASt 1
51EP 1 CONSTRUCT PROPOSED CHANNEL IMPNDVEMENiE BEiWc EN
MCMUIIEN GREEN ANp APPRO%IMATE CHANNEL $TAnON 10+W.
RENOYE E%ISTING WLVERi PIPES ANp END WALLS AT 5250-58
0.0DISON DRIVE. CONSTRUCT PROPOSED .]-SIDED CONCPFIE
STRUCNRE IN CHANNEL AT 525P-5B ADDISON ORIYE.
CONSTRUCT NEW SANITARY SEYER SERNCE l1NES FOR 5250 ANO
5258 AODISON DRIVE CON3TRUCi PPOPOSEp NEW pglV£WAY
FRCM STREET i0 SERVE 5250 AND 5258 AOpiSCN pRIVE. CONSTRUCt
PROPOSED CHANNEL IMPROVEMENT6 FROM APPROYJMATE SiAnON
10+00 1D SiATON 13+06.
$7EP Z CONSMUCi PROPOSED CI;LVEAi AND HEADWALL BiRUCNRES
AT NOinNGHAN DRIVE. RNB-OU7 J6 IN. AND 42 IN. ?IPER
NORMEAST AND 30UTHEASi.
5ffP 3 CONSTRUCT PROPOSED 6-FT X 5-Fi. CONCRETE BOX CULVERT
ANO HEADWALL GIAUCTURES AT 546 NOTTINGHAM DRIVE.
31EP 4 CONSTRUCT RELGGiEO SANITARY SEWER ANV WATERiINF ON
ADfNSON OPoVL CONSTRUCT PROPOSED PIPE CULVERT ANO
ABSOCIAlEO HEADWALL SIRUCNRES ANO NNCTION ROVES.
CON31RUCi PROOOSED CATCH BASINS AND STORM DRAIN UNES
ON ADOIEON DRIVE. CONSTRUCT NEW PAVEMENt OL
ADOISON DRIVE.
STEP 5 CONS1RUGi PROPOSED CHANNEL IMPROVEMENTS BETWEEN
NOiiINCNAN DRIVE AND AD01SCdJ ORIYE,
STEP 6 CONSikUCi REMAINING STORM DRAIN SYSTEMS IN PHASE 1.
Ai CONTAACTIXi'S p?nON, STEP 6 MAY BE PONE
COVCURRENTLY WM S1EP5 f MRU 5, PRONDED, UCH
S70RM DRAIN UNE 15 COMPLETED FRAM LOWER ENp i0
UPPER END ALONG WM ALL Ifi ASSOCIATED STPDCNRES
BEFORE COMMENQNG ME NEXT SECTION.
HP ASE 2
S1EP 1 CONSTRUCT PACPOSEO STORM pRA1N RPE UNES AND AS?CIATED
StAUCNRES AND PROPOSED CHANNEL IMPAOVEMENi3 IH PHASE 2
CONMENGNG AT THE E%ISnNC WLVERT Wi FALL AT R091NN000 ROAD
ANO PROGRE59NG UPSTREAM TO RAMA ROAD.
STEP 2 CONSTRUC7 REMAINING STORM DRAIN SYSIENS IN PHASE 2.
Ai CONTAACiOR'S OPDON, STEP 2 MAY BE DONE
CONCURRENTLY WTH STEP I, PAONDEO, EACH
S1INiM DRtiN LINE I$ COMPLETED FROM LOWER END N
UPPER END ALONG WTH ALL li3 ASSOCIATED SiRUCiVRES
BEFORE COMMENCING ME NE%T SECTION.
PHASE 3
CONSTRUCT PROPOSED GRAIN PIPE LINES 0.Np ASSOCIATED STRUCNRES
AND PROPOSED CHANNEL IMPROVEMENR IN PHASE J.
N01E,
WORK WIMIN EACH STEP SHALL BE COMPLETED, IN0.UOING RESiORAnON
ANO ACCEPTANCE, PRIOR t0 BECYNNING iIL NEX7 STEP, UNLESS OTHERWISE
DIRECTED.
?• .
I. MAFFlC CONTROL DENGES SHAH BE LOCATED NO GLOS<Ji THAN 6 Fi. i0 A TRENCH Ai
E%ISDNG GRADE, MEASURED FROM THE SIDE (ACING MAFFlC.
2 NAXIMUdI SPACING BETYfrEN CHANNELIZINC DENGES SHALL DE ZG Fi. IN iANRNi
AREAS 20Fi. W TAPERS, AND tOFi. IN RAgi UNLESS DTHFNYASE INOIGAlEO ON ME PLANS.
S LCNTRACiOR SHWLD BE AWARE MAi WREN ME CONSMUCDCN PAEA IS Irv OR NEAR
A VEflnCAI giESi pR HOPoZWTAL WRNS, iNE WORK AREA SHNL BE E%TENDED m
MAi LANE aOWRE BELING IN ADVANCE OF ME WRK PND MINMIUM STOPPING
SIGHT dSUNCE IS MEt. SEE SEANOARO 1101.11,
4. WHEN ixAFFlC PROCEEDS MRWGN DR AOJACENI i0 CCNSiRUCTION ACTIN?Y OR A
WURK ZONE, FLAGGER(5) ANO FIAGCER $YMBUL 9GY(5) (C9j SHALL BE USED
AS OIAECiEO BT !HE ENGINEER i0 SLOW AW/OA STOP THAFf1C ANO DIRECT li
iHRWLN ME MURK AREA SIGN C9 SHALL NOT BE OISPGtEp EXLEPi
WHEN FIAGCER IS PRESENT.
5. ME CONIRACTCR SHALL MAINTAIN A SN00/H iRAN9nON FROM EXISNNG PAYEMENi
ro Ppp?asEO PANNC OPEAAnON.
6. CCNiRACiOA SHALL SUPPLY ANG INSTALL ALL iE11PgAARY PAVEMENT NARNINGS
AS SNONN W ME PIAHS OR AS DIRECTED BY ME ENGINEER.
7. AlL MVAK ON A PHAEE MUST BE COMPLETED i0 SHE SADSFAC110N
Or' ME ENCM'FER PAIOp 1Q BEGINNWG ANY WDAK W ME NE%i PHASE,
MLl.U01NG BUT NOT LIMIIEO 1D:
A. UnUIY RELOG60N WORk.
R. BACNFlLLWG, PAWFROLNC, ANO PAVEMENT RECONS/RUCTION.
C, CURB PNO CURER INSTMUTION AND S1pRM pRAINAGE SiAUCNAES INSiAIUIIDN.
D. INSTALUiIW OF TEMPORARY PAVEMENT MARKINGS ANO IAAFfIC
CON1Aa DEVICES WIEN REWIRED.
8. Ai NICH7 AND WRWC PFAIWS OF CONSIAUCDW INACIINIY, ME
DIFFERENCE IN ELEVAnCN BETYEEN LANES SHALL NOi E%CEEO I IN.
9. THE WNTRACTOA SHALL REPLACE ANY FgSPNC PAVEMENT MARKINGS
NHICi NAVE BEEN OAIIiEAATED BY CON5IRUCRON PROCEWRES Ai ME
ENO a EAa! oprs ?inAnoNS.
f0. IF A 1RENCH OA A DIFFERENCE IN CAAOE GREATER THAN I IN. NEEDS 1D
AENAIN OPEN OVERNIGHT, AREA SNAIL BE BACNfAlEO IN ACWROANCE WM
OETgII 'A', IW$ 6HEEi, OA 1RAFFlC BEARING $IEEL PULES SHALL BE USED.
I1, CIN4TRAGiOR SHALL PRONpE PNO INSTALL ILL FlNAL PAVEMENT MAfAXINGS.
Cp0i i0 PRONOE FXAL SIGNAGE
IZ CLNTRACiIXI $HgLL NOi NORk ON BJM SIDES OF iXE ROAOYIAY SIMULTANEOUSLY
WHIN iNE SAME RAG.
],1 AlL 1RAVEl UNES SHALL RENAM OPEN OUPoNG PERIWS CF CGNSIRUCDON
MACTMTY, UNLESS OTNERWSE INSRiUCTEO BY ME ENG'NEEfl.
14. CWSiRUCnCN a ROADWAY STORM DRAINAGE LINE 24-IN, AND SMALLER ACPOSs
E%ISTING TRAFFIC SNAIL BE DONE IN HALF SEC60N5 US7NC FLACGERS AND LANE
a05URE4, ANp PAYEMEM SHALL BE AEPMAEO U9NG DEtAIL '0' (SEE SHEET iC-2A)
PIPES PNO BON $ECNGNS L4AGTER THAN 24-IN. IN DIAMETER MAY REWIRE ROAD
aOWRES ANp pEiWRS. YWIERE REWIRED, MESE ARE SHOWN ON ME TRAFFIC
CONTRA PUNS.
I5. WEgP1 AiIENDCN SNPLL BE PNp TO PEDESTRIANS, AND N MAINiAWING E%ISTING
WALKWAYS AND 90EWALKi ALL TENPCAARY 90EWALN i0 BE LOMPACTED ASPHALT CWCREiE.
A) ALi IRAFtiC CaN1Aa DENGES AND PAOCEDIIAES SHALL CONFORM ID THE AEWIREMENTS B THE
'M19Po( AREA IRAFFFIC CONiRW HANDBpq( (WA.i.C.H.j, ME DUAREXi EOIliON W 7HE MANUAL ON
UNIFORM iRAEGlC CONIAa OEYICES, MF WPRENi EDITION Of iNE NORM CAROLINA pEPARTNENi OF
iAANSPORTANW (NCDDi) SUPPLEMENT TO ME MANUAL ON UNIFORM TRAFFIC CpN1ROL DENGES FOP
S1AEEIS AHO HIGHWAYS, ME NLDOi ROADWAY STANDAPp pPAYANGS, ANO ME NRRENi EDInOV OF
'INE NCDOi STANDARp $PECIFICg1gNS iQi ROADS AND SIAUCNRES
B) iRAFFlC CONTROL PLANS (iCPJ FOR MI5 PROJECT CONSIST a SEI9YAL ttPICAL
DRAWINGS AND SiANDAR05 SNOWNC MIfFlL [0.Y1ROL DENGES i0 9E u5E0 NNERE
VggIWS TYPES O< CdiSTRUCPQN ACnNTIES ARE OCCURRMC CN ME PROFCi.
THESE DRAWNGS ARE FOA TYPICAL 9iUAT10Y5 AND $NWLD BE ADAPIEO i0 iNE
ACTUAL FlEID CCNO11bN5 WHICH E%i$i. DUE /D ME UVFONESEEN FlELD
91UADONS, li MAY BF IMP059BLE t0 AUMi THE PREAAIBED TYPIGL DRAWING
SiANpAftO EXACTLY AS SHOWN i0 NiE ACNAL fIEID SINATIXiS. ME
CONTRACTCft. AT THE DIRECnON Cf 1NE ENGINEER, SHALL MOVE, SUPPLEMENT,
CHANCE. AND/OR REMOVE THE iAAFFlC CONTROL DENGES ASSOCIATED WM THESE
TfPICAL ORAWNGS AND/6 STANDARD piAWNGS i0 EN9JAE MAi ME NOIORISL CAN
PA55 iNRWGH THE CWSIAUCTroN AREA RV A SAFE ANO EFFlCIENi MANNER.
C) CANSiNUCnON PHA9NC MAY DICTATE MAi 1W0 OR MORE TYPICAL DAAWNG3 0.9
srANOaROS aE usEO lu DNE AREA a cavswucnoN. aaxNEUZmc ofNas
ASSOLYAIED WM THESE IYPIGLS 9VALL BE MOVED, SJPPLEMENIEO, CHd,VGED, OA
REMOVED AS AE[UPED BY MF CONSIRI1CngV PHASING a ME PLANS. ME
IOCAnON AND P0911IXJING OF MEX DENGES SHALL BE APPRO'hp BY THE
ENGINEER TO EV9JRE MAi ME MOTORIST DOES NOi AELfIVE FALSE INFORMATION
YMEN 1M0 OP MORE iYPICAIS AND/OA ROADWAY STANDARD DAAWNOS OVERLA°.
D) OPERAnONAL 4CNS ARE GENERALLY NWNiED ON PORTABLE 9IPPCRIS THESE ARE
NORMALLY USED FOR SHORT-1EAM OPERAMON$ i0 WARN ANp GUIDE TRAFFlC iHNOUGN
OA AROUND CONSiRUCTW AREAS WHIN A CONSRiUCnON ZONE. OPFAAnCNAL
SIGNS SMALL BE MSiALLFp PRIOR i0 THE START a OPERAnONS AS SHOWN ON THE
PLANS CA A$ OIAEC1Ep RY THE ENGINEER SIGNS 5HN1 BE MAINiAWEO IN PROPER
P09110N AND NEPi CLEAN AND LEGIBLE Ai ALL nMES, IF ryEEp BE,
11kY SHALL eE BALLASTED 0't MEIGHIEO IN SUCH a MANNER THAT THEY WlL BE
STABLE UNDER WND ANp VEHICLE ACTIONS' MEY SHALL BE AFWOKD WHEN NOi
APPUCABLE. THE BOiigA of ME 9CN SHpLI EE A MINIMUM OF 1 Gi ABOK
E) BALLASTMG SHALL BE DOVE WM SANp8AG5 O4 OMEA WELDING MAIEAIALS
PLACED IN SUCH A P061nON MAi THEY 00 NOi BECaIE M159LE5 OP GUSE
UNREASONABLE DAMAGE IF HIT.
O) iNE CON1RAGi01V SHALL NARK ALL HAZARDS WHIN ME IIMi$ Df iNE PROSCi
WiH YkLL-MNNiAINED SIGNS, BAARIGDES, WARNING ANO/OA CHM'NELILNC WWLES.
q4 CINJNEGRNG ROADS, ALL BARAIGDES SIGNS, WARNING, ANO/OA
GNANNELIZINC DENGES SHALL BE MOVED. SUPPLEMFNIEO, CHANGED. OR RpApVEO AS
REWIRED DURING ME PROGRESS OF CONSMUCIION A5 APPROKD BY iNE ENCWEEA.
F) FlACC"RS' ATTIRE 51ALLINCLU?E A FLUptESCENi GRANGE VEST, SHIRT, CR
JACKET WORN AS ME WTEA UTER OF CLOMINC. ME FLAOCER SNALI AE
EQUIPPED WM A SiOP/SIOW PADpIE (SEE MUTW, PART IV, $ECPOII 6f-2, PAGE
6F-1). RED RAGS WLL BE ACCEPTABLE IN LIEU OF THE PApDIB IN EMERGENCY
9NAPONS ONLY. PUGCERS, PROPERLY EWIPPED AND RISTRUCiED, WLL BF
%VONDEO BY ME CONTMCi0A5 ANO STADONED Ai ME LOCAMMS SPECIFIED O4
A$ DIRECTED BY ME ENGINEER. A KUORESGENi ORANGE CAP MAY BE REWIRED.
G) MF CON1AALi0R SHN.L ff REOUIREO N FURNISH, INSTALL RELOCATE, ANO MAINTAIN
A1: TRAFFIC C0.NiROL OENCfS, StCNS. BA9AIGOES WARNING ANO/OR
CNANNEUZINC DENGES FAR NYRN SITES ANG DETOUR ROUTES AS SHOWN IN iRAFFlC
CONROL PLANS VNLESS OTHERWSE BPECIFlFD WHIN ME /AAFFlC CCNIRO!
PLANS ME LOCAB0.Y AND PGSInONINC a THESE RAAPoCAOES, 9CNS, ETC.
SHALL 8E APPROVED BY 1HE ENCJNEFR.
H) MURK ON ME PROJECT OA ANY SEPAAAIE ACTINtt HEREIN SHALL NOi START
UNDL ALL W iNE AEOUTAED 9GN5. BARRICADES, WAPMNG, ANO/GR CHANNEUZING
DEVICES AAE INSTALLED AND APPROVED BY THE ENGNEER,
0 ME wNmpcia $nuL CcNTACT Gus Dorml (mA) 3w-Toes WM ME clrv or
CHAALOtiE OEPAA1MENi W IRANSPOATAnDN (COOT) iW0 WEEKS PRIOR i0 BEGINNING
ANY YAGRX MAi WLL REQUIRE ME PUCEMENi OF SIGNS OR OMER igaFFlC CONnIa
DEV6E5 BY THE qiY. LONTRCi NUSi BE IN WRITN6 i0 THE MANAGER U(fYEMFN iARON
SECnON, WiH WRRENT TELEPHONE CONTACT
J) ME Ca TRALtON 6 i0 NOnfY Cp0Y5 CUS JOADI (N4) CM-ZpBfi 10 MORY.WC GAYS M ADVANCE a
AuY ROAD 0.DWRE CR 5 NQAKIN6 GAYS PA1gi ip ao9NC IXJE OA NCRE IAAYEt UNES OVERMGNT
K) 1hL CINITRACiOR MUST HAVE A MINIMUM OF TWO iLAGAEN PRESENT DUPING ALL PERIWS OF
CfA'STRUCTION ACBNIT 1D ASSISI IN ME MOVEMENT OF TRAFFIC MROUCH THE WORK AREA.
AWIIiCNAL FLAGMEN MAY GE REWIRED AB OIREC/E0 BY THE ENGINEER LW GpOT.
Lj ANY E%ISnNC PAVEMENT MAAKMC6 OETEAMINED BY ME ENGINEER lO BE IkSLFADING
OR iN CCNfLICi WTH Mf TRAFFIC CONTROL PLAN SHALL BE REMOVED IMMEOIATFIY
BY THE COYMACiW PPoOR i0 PRpCEEpNC YAM ANY CONSiRUCDW ACNNIY. PAVEMENT
MARKINGS 5D REMOVED SHALL BE REPLACED BY ME GON1AACi0R FpLLOWNG COMPIFOQY
4: CWSTRUCIION OF IMPROVEMENTS IN MI5 PROJECT.
TYPE II BARRICADE .... ....
RAE %I BARAICApE ...,., .... ...............
WNES fUi pAttICNi OPEAATIW...,...... ...........
DRUMS ............ ......... ........
FLASH:NC ARROW PANEL ......... .........
SiADCNART CONSTRUCTION SIGN,....... ........-.
PORTABLE MOUNTED 9GN .........._.. _.__.
WORK AREA......... .......... ....__..
DIRECtgN a iAAFFlC ............
IEMPORAAY PANAENi ................ ..........
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® 6?.
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C4 LL
?.
hlE FaIOWNC pIACRgMS THAT APPEAR M "ACIRk AREA IAAFFIC CONTROL HANDBWI(
(WA.i.CN)" Oltt OF CHARLOTTE DEPA4TNENi OF iRANSPOAiAnON, CHARIDIIE, NC, -_
DATID .NNE 1895 pN0 ME U1ESi REV490N MERFN AAE APPUCABIE i0 THIS ?AOJEGT
M'0 BY AE?AENa HEREBY AAE CON9pERE0 A PART OF THESE PLANS.
W.A.i.CH. DIAGRAM TO RE USED:
41d?+A IL' IlIlE: _ -
4 .............. .............. ...,........,...., WORN AREA ON SNOUIDEP
9 ................ ............... ...,..............TWO-WAY. ONE-UNE MFFFIC _-
IO .............. ..,..,..... .....,...,.......1Wp-WAY, ONE-LANE TRAFFIC
ME FDLLOWNG ROADWAY STANOAROS MAi MPEM IN "ROADWAY STANDARD DRAWNGS -
MEiRIC' ROADWAY DESIGN UNIT, N.C. OEPAP1MENi a iAMJTORiAiION, RALEIGH, N C.,
DAZED JANUPAY 1998 AND ME UlEST AEN9ON HERETO PAE APPLICABLE i0 MI5 PR0.ECt
AIE1 BY R6ERENCE HEREBY ARE LgV9WRE0 A PART OF THESE PLANS.
NCp0i STANDARD OAAWNC t0 BE UAp
1110.01......... ......_.... - .............STAnONAAY WORK ZONE 9GNS
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1130.01......... _._...... .............ORJMS
1135.OT........ ..._... .............CONES
1145.01.......... ........ ................. BARRIL W E$
1150.01._...,. ........... _........ BAGGERS
M) ME CONTAACig2 SHALL MAINTNN iWC WAY IRAFFlC ON AtL POAliCNS OF iHlS PROJELi
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r , ? i1 A, ? ?"1J
PROP 6" 45' ?
_ ? ?)f a 1BEND
?t
,i ?' ?? 5pE -?`
? "AaP un ? PROP 6° WATER'S
so wAU ( ?? 4 MAIM r °' f a't r,;;:^i
-t? 2'00.5 f o ! a 4s' ? ??
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? _ ?`OE r ,o.s.`? _,n
or
S6' ?''' e 1,.?
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r e _ 9'" ? ?° ,?s? I
L
PROP 1? LF C 5 ?@I???--
?_ 6'S,
IN 12 LF 18° S1?L. PIKE CAST , S? ? ?
0.250 WALL (TYPE III BE?DDINS) ?? pj ai H U A
It q
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L dl
' ? PAOP CA1CH BASIN M ??_ InN5T61AN1S 'uC n by V?
?.? 5?9, ? ?5? A
?-Rtoa cure ansl noDlsoN ? ?? REFER TO SHEET 8 ??
W REMCFLENT
OF 32 FOR STORM F
DRAINAGE DATA
? f? m
?i ? Q F?
rvu?ta:
i. CONNECT EXIST SERVICE LATERAL
AT 5427 TO NEW 8" SANITARY
SEWER. PLUG AND ABANDON EXIST
i
:?
?;
?.
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JJO Zm ?N
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SERVICE LINE WEST OF PROP 8"
SANITARY SEWER MAIN. ZW Z
??E a C
?
2. DISCONNECT EXIST WATER TAP AT
5 W
'? dl
yW
1
427 AND EXTEND AND RECONNECT
TO PROP 6" WATER LINE. ?
W [? a
W ? ? Z A
COORDINATE LOCATION OF METER
BOX WITH CMU INSPECTOR. ? a W z
ZAD ? ? ?
W
??
700 _ ? 70o i,,.
m ? ? ?,,,
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m 8 w ,??
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' Ok]P Pn>E ,wG 9?M>•B?.sz? u .
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p
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19P. .11 _
88T
.700 ' f.?' ?a6'
_ .__. _ _._ I ' m
?: II`I PROP 88' RCP ___.._ _ u ?
_ _ __ - 0 U N
BOTiUM=69422 690 Ii i - _ _ _ ? 690 m r m
'!I PROP B'SW SWR ? '' •• ay `om?H
S ?'? TOPo 693.24 .? EAi51J RENONE 90 tF EAlST, e' SPNITMY ffAEA....
J? ZNNi77
e Ss v1 f9 mmy
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yl _._..?_. ___........._ ____.__,..._ .__......_ _. ? IS. ? SANITPRY ffwEP
t
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._ . __. _._...._._ ____?.._...__. _..__?.__,.. _.__.___. __., _. -__ _ p
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?? (TIFF III fiE001NG) ! F? ? '?., 680 co .._ 580
0+00 m m m 0+50 g_ 1+00 __ ..
r°fi I'S e?£G o'S
' ?mz
685 .i_. _ w 685 z i '
o+ao arso 1+9G ??
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a ¢¢Qqq
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NOTES: _
t. CONNECT EXIST SERVICE LATERAL AT 5843 T??.
? ,r? ,i uwon J. ?u,rvn I,? DEVERON DR TO NEW 8" SANITARYY SEWER. , ?: I
?--,I o?.?_?9s2-ssa PLUG AND ABAND N XIST SERVICE LINE
'? I,I ?eaa oEVEacN nn. oq $ ? ?
?' ? ,i WEST OF PROP 8 SANITARY SEWEIR MAIN. ?
[( n
? ? i I Ly ? ? I _ I,?ra /, J. I I - _
?F ?? - - ? ? r ? - -
? ?'py I ? ??', ?° ?,o ? 1 ,a?7ES?
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p \ i ? I
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?, ?.A I ? ? ? °'E oe iti i rze. 9? le ? S3 i; I
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1
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aeec? ? \ ?`? ?' ? ??.?- 'I RELOCATE?ADJUST g ? ? T '? ,?'°' ? ? I
?V ?xV ? ?? ? WATER METERS If,S ?'
??? I o ? ? t ?' - EXIST. SS MH 8
r s
.?
PRGPCereH9nsN ? ?- ?I? DIRECTED (TYP.) , REMOVE 55t LF EXIST. I w1 4,a ??% ??? STA 0+00 '.
'. ? ?. ?4 1 I !rte J i ?OB B lA
?,1 I I 7002. ? 7 ? Ni >? PROP A7CH 9A9N
',\? \l 8" SAN SWR PIPE e1674fi
PaaP cuRe .wG A?'? ? ?'? ? ? _ , ? ? PRaa cemH eesm PAOP aRe I
910EW4L( RFPUCEMEN7 4 1 TO fEPUCE E%I6i REPlACE1CNT ii
?? ?? ? PROP SS MH 11 I ?°?,? ? i] coax eesN I
,?.R ?.1' V ? ? 1
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_ 7 i PROP. 4]'v fi8'
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1
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?? r?s?ss 4B' AOP 90EWNJ( REPIACEAEHT
PROP CATCH 9A9N - ??-? ?'"? _.--- N sw -- ?- s OBINNOOD?ROAD a??-?a ?
_ _ :,
. _--_?_ -__?-?i ?- ao f -- ? -- ? I ?o? Ala ?o
? 3'i I ? ? ?? r - -I- ?_ ?`-.' I . ? "? I ? e ? PROP 8?1 SAN SWR ? ?? ?i s a ', ? ? z?o
? \ ,? ? ?, ?
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f? ?? G
I <i A '.1 ---rcj 1?Z.t ; ? \ Q _ s1 I` \ ? 'PR01?78'?OP ?/ 'a
REMOVE EXIST MH, PLUG `r' ? ?? ? ?, v -? o I `??I -- - _ ? - ? _ - - ? ;?? I
AND ABAN? 8" SAN ? I I ?? ? ¢ ? ?1' ° ' -? G'?-, ? n, _. ???_ ? ? g -l? ?_ ?<.
?? i I e r s ? Q i(, ? ?euys
SWR PIPE, v /? I I I ? ? ?,A ? s ? ? LN?AIA - -?--o-_..?.??_
r 7 ? ? r 1 Gee ?a e-15 2 p 0 ?? ? ,l? b w? - --' _ ?'ia.°j.
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?? I I- / CATCH SA51N "?`A aaso' 95s \ _ O
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ROP 15 T ITY z
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?w a???.? / / I ? I ??? ? i S" SAN SWR PIPE ? W ? 0
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U ?" ? ? STA 0+00 , I? A[?? zz d
? N ? ` ? ' ? ? '? 0 TE ADJUST d
(NOTES: REL CA / ??
1. CONNECT EXIST SERVICE LATERAL AT 5842 WATER METERS AS `?
REFER TO SHEET 11 REFER TO SHEET 9 DIRECTED TYP. F
DEVERON DR TO NEW 8" SANITARY SEWER. OF 32 FOR STORM OF 32 FOR STORM ? ? W
PLUG AND ABANDON EXIST SERVICE LINE DRAINAGE DATA DRAINAGE DATA ? p p ?
WEST OF PROP 8" SANITARY SEWER MAIN. ?,
r EXiS7. f,A011Rf JNE
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BROP PPE ANO INSfPiL OUtSIOE OflOP
REPNA µNlHOtE -
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fi75 ' ;I? ?. ..
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RROP NAN dE
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I PROP
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REFER TO SHEE?h 19
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ELEVATION UNLESS OIHERNISE DIRECTED
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4. SOM( EACH PLANT BALL AtB PIT IMMEDIATELY AFIFA INSTALUnON.
& NHEN CW TAJNER GROYM PI.WT MATERIAL IS USED IN llEU OF BALLED
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& MIEN CONTAINERS AAE REMOVED fA041 PUNTS CORRECT / 1004T'
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IEWLE SECTION A-A

PflONOE IWINAL PRUNING, ONLT
10 CIXtRECT DAMAGED BRANCHES ?
?
?v;' FSTABIISNEO PVNi 91011N
FGR INFONMARON ONLY
DO NOT Wi LEADERS .
? ? tl?
?
$
= INSTALL &LIT 2' % 4' % 30'
DEAD STWi STM{ES PER
SPEC51CAR0.45
NANRAL ROOT COLLAR
3' - s ABOVE Flwa GRADE
W7 ANO REIAOVE UPPER T/J
,.
.
'
GF BGRIAP. NO SYNTHEAC MATERIAL .0
• PWIIBIG TO TOP
cur ANO REMOVE UPPER 1/2 aF
WRE BASI(ET (FROM RWT BAIL
? RIP AM
Mb PITj. 0.0
PROMOE 6' RADIUS UNMULCHED AREA
ABOVE RWT BALL 30' uV'E CUTTING
4' UYEA W SHRmDm PINE VACO MULLH (OORNMIT) _
?
1EMPORARY 4' OEPIN EARTHEN SAUCER E%15nNG
.
caauNo
BACI(FILL PLANTING SOIL MI%NRE N01E '
A4 SPECIFlm 1F USING WOVEN COIR
FABRIC, INSTALL lOIV6
STRAW MBLCX
PUNRNG PR BENEATH MAT.
LIVE STAKE DETAIL
PROMOE MINIMAL PRUNINQ ONLY NOTES
TO CORRECT DAMAGED BRANCHES
00 NOi WT LEADERS 1. MLR, 1/y WypTH NYIpN SiPAPPINO M4Y BE SUBSRfUTEp FOfl SISAL ROPE
SiPAP LWP MiH KNOT MID R BHR HOSE.
TREE WRAPPING (IF SPECIFlEO) 2, REILME ALL TRFAIW OA PIASITC COATED BUPIAP, PARE, STRAPPING OR
NANRAL A00T COLLAfl NYLON TWINE FROM PVNf RAIL
B' - 5' ABOVE FINISH CRiAOE ], INSTALL TOP OF PLANE flM1 MIN. 2' / MAX 3' ABODE FNASH GRADE
WT ANO REMOVE UPPER 1/3
? BURLAP. NO $YNIHERC MATERIPL 4. SOAK PIAM &LL AND PR IWEOUTELY PETER BISTALUnON.
q1T AND REMOVE UPPER 1/2 Of
^
MAE BASNEi (FROM ROOT BALL 5. WRAP TREE F
RWT GROUND i0 LOWEST BRANCHES WITH BVRL+P OR TIDE
AND PIT). WRAP BCURE NFIAt PAPER. TOP AND BOTTOM WfM HEMP STRING 0117.
RUORESCEM RAGGING PRONCE 6' RADUS UNWLCHEO PAEA 6. LENGTH OF AMBER NOSE TO BE 2/3 CIRCUMFERENCE OF TREE
1'%YX1B' WOW STAKE
' ABOVE ROOT BALL P. SEE SPECIFlG110NS FOR O1HER PLANTING REWIRQ%ENTS.
W/ CENTERED 3/B
A HOLE 4' LAYER OF SHREDDED PINE WUDO MU141
e. oo Nor wsrAU DuAINC PENlaos of wEr W mozEN splL ccuDlnaNS.
TEMPORANY 4' DEPTH EARTHEN SAUCQA 9 SEi TPEE 4ERfIGL IN A11 DIAECnONS (PRIOR TO STAKING).
FlNISN GRADE
5' Min BAIXFLLL PLANTING SOIL MIXNAE
70. W TREE IS CUTEO. EITNLY SPACE GlhS. INSTPLL STRAPS 1p ALIDW
.
DEPRI AS BPECIFlEO PVNi MOVEMENT STARING, AS R WBSRIUE fOR WYING, SWLL
'SCARIFY 506 BE CIE ONLY AF1ER TOWN APPROVAL
?') 12' Min. PLANnNG PIT 11. IEMPIXURY SN1CEft SHALL BE OU151OE OF BACKFlLL.
12' Mln.
FlMLY TAMP SOIL MI% UNDER EACH
PUNT B41 Tp NNIMIZE SEFlIF}1ENT
® TYPICAL TREE AND SHRUB PLANTING DETAILS
N.T.B.
BRANCH PACKING SHALL CON95i 6P APPROVED
SPECIES U5tEO IN TECHNICAL SPECIFlCARLWB
ANO SHALL BE INSTALLPD BETWEEN UFfS AS SHOWN
AT A LONGINDINAL SPACING CF 2B INCHES W CENTER.
CIIinNGS 9iALL BE AT LEAST 48' LONG P111 NAVE
A DIAMETER BETWI.SN 1/4' AND 1/Y. LEAVES
AND SIDE BRANCHES SHALL REMAIN INTACT.
COMPACIm
'?IN 12' IJFTB
7B' ?
%/? ? TYPICALLY, MATTING MAY 1°
? BE PUCE? ARWND ARSE Y
OF E%STINC 1REE
r.-,i?Y??? 2 NO FlLL SHALL BE
PUCED ARWND T,ffE
.?
• 12 INSTALL WRAPPED EPRRI WiH WOVEN
MAINTAIN EgS11NC ' 112'7
ORAINACF? I ? ! j rSEF? RAM( FAGEE(T9)RANCN PACKNG PNO
1
UMITS OF E%CAVAn(
OR FlLL BEFORE Wi!
EARTH INSTAWnON
BENkIED ANO COMPACTED--? INSTALL TYPE 'A'J
FlLL, B5R ASTM OBBR AIPRAP 70E-SroNE
3' THICK (MIN)
1B'
WRAPPED EARTH SLOPE
N.T.S.
EPACAIG VMtIFS
'V TRENCH PAWNO ?
ENTIRE PL4NRNC BED T'rPICPL CO•lIR.
'

WHERE CONCRETE EDGING
4• MINIMUM 2
Hi.
5 NOT IIOTMLEO
"?"?. "4"'"? TYPICM
MULCH
FlNISN GRACE BACIffILL PIANRNG $pl
q'
I NI%NRE 0.S SPEGFYD
PLPNiWC PR -
6" MIN.
FlRWY TALIP SOIL MUf UNOEA fMH
PLM47 BML ro MINIMIZE SERLEIffM
PAONDE MMIMAL PRUNING, WLY
TO CptRECi DAMAGED BRANCHES
Do NoT cur LEADERS,
STRAP Loop M1H aNar
NANRAL RWT Cp11AA
3' - S' ABOVE FNISH CAADE
CUT ANO REMOVE UPPER 1/3
DF BURLAP. NO $ttI1HERC MATEPoAL
Wi AND REMO`k UPPER 1/2 OF
MAE BA51(Ei (FROM ROOT BALL
AND PIT).
PROMDE B' APDNS UNWLCHFD PAEA
ABOVE R007 BALL
4' LAYER OF SHAFWFD PINE VAW MULCH
4' HIGH WAIEA BERM
COMPACT FlLL TO ? BENCHED W
BACNFlLL %ANRNG SC0. MI%NAE SCARO
IAgS'?SfFCIFlED (TTp,)
G4?g0.. PIANRNG PIT
FABRIC
MAINTAIN
ORMNAGE
?? irF )
/? `Y
i
i
I ml
W04EN COIR
INSTPll (SPlli 0.'I MAGWAL) Y % 4' X 3D' FlBER MAT
DEAD STWT STAKES PER 9?EfJFlCARWS
COIR FABRIC
TOP OF SLOPE TIE iN
N.r.s.
WBF
CROSS SECTION VIEW
1/3 B/NNNLL
WW11H
??

(InunoN
YMIES) WIDTH VARIES
oEPENOmIc
ON TNALWEG
LOG11W
EIEVAnON AND srAnaN ? A
LOCAnON PgNT AS STARRNG
SHOWN W PA?ILE PoIM
15-30'
'? ?1 ..T DOVMSTRlAV DISTANCE
VMGR. SEE PVN DR

? '1W

µ ? PROFT(E FOR 5TARPNG
MID ENDING LOWnONS

a
VMbE AOCN _
.. ll ENDNG
1
,,..
, PoINt
FDOTER RGCK-- ? ' y A
WBF = fl44KNLL MDM
PLAN VIEW-TYPICAL
ROCK CROSS VANE
N.T.S.
?g BASE FLOW
- WATEN 1EV9.
MIO-POINT OF PIPE
EpSRNG
CREEK BANG
BACNFlLL TRENCH
(TYPICAL) ?' IY ? 2'
INSTALL (SPLIT ON OIAGONM) 2" X 4'X30' WOVEN CqR
DEAD STWT STAKES PER SPECIFICATWNS FlBLTi MAT
socooN A-A
PIPE SUPPORT DETAIL
COIR FABRfC
TOE OF SLOPE TIE IN
N.T.S.
f
r
Yr
? '
Arl
v
i D
mL
my
a ?
?? J?ZNNN
9? u y M 'D o
m a¢ o,:?n
N _ in
4 OM ON<X
N ?
0.1 W
a
O
O
d R
`) z? 6?
? ?? ?Io
?i_ -.
? ?„ v m
,, ?
Slx ? i
of o ?? ?? ?`. ?''
?w iia
?w
I
zW?
O?r
?a]?z
??W
IW ? M
r
zAO w
? a a
Aoa
F?
A?
d'
E~
w ? w ?
Q
r?
EARED I' MN.
GRADE AND STABILIZE
BANKS WITH WILLOW STAKING
N.T.S
70P
-
Tw1TURAt
GRACE N,
t--J
1
I
f I I ,T
3. __ i
-UYEP OF FILTER
FA9f
SECTION 8-E
i. La IS THE LENGTH OF THE RIPRAP APRON.
2. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6".
3. IN A WELL DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL
HANKS TO AN ELEVATION OF 6' ABOVE THE MAXIMUM TAILWATER DEPTH
OR TO TO THE TOP OF THE BANK, WHICHEVER IS LESS.
4. A FLTER RIANKE( OR FILTER FABRIC SHOULD HE INSTALLED BETWEEN
THE RIPRAP AND SOIL FOUNDATION.
RIP-RAP APRON DETAIL
NTS
Ef ELEVATION OF WPll
70 I.UTCH 70P OF BANK
ELEVATION.
4S'
GENERAL NOTES:
i. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
2. CHECK QAMS MAY HE USED IN SLOPING DITCHES OR
OR CHANNELS TO SLOW 4ELOCITY OR TO CREATE
SEDIMEM TRAPS,
RIP
FLOW
fn, ? 5 WASHED STONE
8
A A
?.?- -???
S?
PLAN
SECTION B-B
r- ? 5 WASHED W (SPILLWAY)
STONE MIN 2/3 STREAM WIDTH
V_I FLOW -
SECTION A-A
TEMPORARY ROCK CHECK DAM DETAIL
Nrs
- 1' MIN. BELOW LOWEST
HANK LEVEL (MIN)
RIPRAP
WIRE
1N
TOM
J' GA&ON
CEOIETTILE FABRIC
LIMESTONE
H
A
GABION DETAIL
NTS
WOVEN fILTEA
STEEL POST
WIPE FENCING
'? r FlL7EA FABRC
?Iw?O
?t?? ill O?_
\y9??
ANCHOR SNNiT e' MINIMUM
sTEEL PDSr
WIRE FENCING
FILTER FABRIC
fly riASHEO STONE
o ? v
n ? m III
`3'
F\yl
y? Gl
IN UEU OF BUR11N0 SkIM, 6' OF
?B WASHED 510NE MAY BE USED
OVER NflNDOWN.
?.. uv slwos '..` `
I ?"ru ?:!
, ?dapeo..."r?.a
w
INSiA1tAROr! DETNL BAG DETAIL ? ???^ u „ro ??' :
ovw smn wNwn
/ ? . "?
,R
?.?..,
?? ,,,,.„
i
NOTE: PROVIDE "SILT S+ON' AS SHOWN OR PPPRDVm EOUAI. J
INLET PROTECTION DETAIL-
Nrs
GENERAL NOTES:
ALTER FABPoC FENCE SNNL BE A MNIMUM OF 32' IN WIDTH ANO
SHILL HAVE A WMMUM OF 6 NNE WIA6 WITH 12' SPAY SPACING.
WOVEN FlLTER FABRIC BE USED WHERE SIU FENCE 6 TO RENAIN
FOA A PEA100 OF MORE THAN JO PAYS.
STEEL POSTS SHALL BE 5'-0' IN HEIGHT AND BE OF THE
?? SELF-FASTENER ANGLE SIEEI TPE
2 WIRE iENgNG SHALL BE AT LEA6T /10 CAGE WLIH A MINIMUM OF
6 LINE WIRES WRH 12' SFAY SPACING.
J TURN'SILT FENCE UP SLOPE Ai ENDS.
WIRE MESH SNP11 BE MIN. 77 GAGE WTRi MAXIMUM 12' OPENINGS.
4' WIRE AND WASHED SCONE WILL BE REOUTAED AND NOTED GV PUNS WHEN:
A AT 10E OF SLOPES GREATER THAN 10 FEET VERfIO4_ (21 SLOPE)
S B. A7 DENUDED UMTIS WHFAE AN UNDISNRBED BUFFER IS 50 FEET
OA LFS$ AWAY
6. MAINTENANCE NOTES:
OPANCE 54FE11' FENCE IS REOUIREO AT KICK OF SILT FENCE
T' (WRNIN 5 FT.) WHEN GRADING 6 PFMACENT TG A4BA BUFFENS FlL7EA BARRIERS SHALL BE INSPECTED BY THE FlNANGALLY
(REFER TO SY/IM BUFFER GUIDELINES). RESPONSIBLE PARTY OR HIS ACENi IMMEDMTE7Y AFTER EACH
PAINFALL ANO AT LEAST GAILY WRING PROLONGED RAINFALL
1 Mfi AEPAIHS NEEDED SHALL BE MADE IMMEOLAIELY.
SHOULD hfE fPBAR; OECONPOSE OR BECOME INEFPEC(NE PRIOR TO THE END
OF 1NE IXPEC7FD USABLE UFE PNO THE BARPoER SDLL IS NECESSARY, THE
FAARIC SHALL ? REPUCEO PROMPRY.
2, SEDIMENF DEPOSDS SHOULD BE AEMMm
HALF 7HE HEIGHT OF 1HE 84RRIER ANY SEDIMEM DEPDSIi3 RENAINING IN
PLACE AFTER THE SILT FENCE IS REMOVED SHALL RE DRESSED 70 CONFORM
3 TO THE IXISIMG GRADE PREPARED NVD SEEDED,
WNFN DEPOSITS REACH APPRO%
TEMPORARY SILT FENCE
Nrs
?:
:.
.,
.`
?.
0 0
m U N
ax:
GAI ?OZ?N?
vl ?u.0, "O VjO
M,I d¢ I Nn
pl ? °nm
?I °on mo¢
a?3muNn4
al
al
a
0
0
3
I I
?? ? to Ri.,
< U? v
U
?? ? 0
cl <
i
I
i
zwmL
o ?r
a?z
?zw ?
w ? d
zAO w
? a a
"ao?'
F?
A?
M ?iM y
q 0 A
SECTION A-A
N,i.S
89'
FACE VIEW
N.T.S.
--` --- W unR.
B
PffPOSFD
CATPI 9A6Y1
I.d
Flptl®E gC6BFR FND
SEAL W/SS N.WD9
(MILL EA END)
???
E67 SP ._ ._ ..
?PIESS Q ]50 Ji, TYPE OFPQWS DN
PADAtOE SPIOER9 P! SAN O.I.P. SAx S"NEA 0041. SAN gFx Plff
9EBN, PVE i0 CFNIEA PIPE WiFMAI
W 049NC PLACE SPOEA9 CN CA5N6
LONER HAIP CF PIPE ONLY • SAN. ?AFR OZE pppT{ BM15L SAN, R14EA
? 16'
ILa. 0• 1B'
A 6 B
SECTION B-B SECTION A-A
PROPOSED CATCH BASIN, INLET
OVER EXISTING SANITARY SEWER
xxs
8' NON PEISWAIEO
CPNIIGAIFD PLAStIC
P@E (M.J
PROP. Bd RLP
WORN PLANT A
CAPPEp ENO
•? -
-1'
FlNISHEO OAAOE SEE IYPICPI SEOPON
BEHIND WALL FOR WALL FEWfORCING
__ __ -EL 66fl00
\
\ INY. EL= 6 .66
\ \
?? \ /"? 4' OIA OJ11Ei APE (MJ
/ P14WT EL= 6IB.k1
- 0. 679.16
FL 876.16
ENDWALL EW 7-1
x.rt
SEE SHFEi 9 FOR 6TOAN PPOFAE DATA
XWDNAL a5
OPENNC (tPAI
ffA'0)
FOO1N'C STEEL
NDT SIpNN
Fevi?lriu rrwrr7
/5072'(SRiEAY FACE 5J
(iMN AS NEPSBAAYj
TYPICAL WALL STEEL PLACEMENT
N.T.S

• E? Z
b I K

SHEET Pl
ENP0.SE0 FACE O
I
56 ACP - F EW 4-
N
RECFJIE SPEGAL IE%RWED F00.N
ANO CLNCAEtE PIPAdi, SEE
SPECS.
-0' 2 '-8
4'-0?
EW 4-1 AT NOTTINGHAM DR.
PLAN
SCALE 1'=5'
SEE SNEel9 7, iN, k RI fOR STOAY pROFCE DATA
n
1
1?
J ?2 SEf T.O. WALL C
AB01E FlNISHm
CWIOE
POAPIS
BACN4ILL
Y
_. ._
}5012'
paY
7_p I,-fi, f5
F
1 B'
z cu! Fr/ PF
BACdED --??
AGGREGATE Ai 4' 0 YEFP
YEEP NPE HPE
(1/4'/ET)
P101Y • ? e.--'
'o
1'-d
TYPICAL SECTION
CULVERT ENDS
xTS

IN9DE IN?E
CP91ER 19MF0 GPADE CORNER
BEHIND WALL
5EE It%CAL SEC110N
FOR WALL RFINFORPNG

EW 4-1 A7 NOTTINGHAM DRIVE
ELEVATION (DEVELOPED
SWLE I'=5'
SEE YOE1S 7, 1A, 821 FON 9TOAII P?FIIE DATA
sEE MCAL sECnaN
FlN6NEO GAWE i0R WALL NONFPiC6G
6FHINp WM1
-____-___ -L__________ ___
PROP, fid RCP
Eg6i. eS.sY INY. 0. B7A.20
PIP AAd1. PIPE
INV. EL 671N
FL ¢7110
EL fi7020
ELEVATION EW 40-7
SCAIE 1'=5'
SEF 90Ei ]FOR 41PiN PAOFlIF DATA
' =- G,..
r?
;...
? ?'
,?
..
\/
0
? ?
44.@91 a?o m L m
gG? ay.. vi
fL 67&50 ?? U Z VmI N ?
4 ?? -m u]µ
w a???Nn
0 N
yl UNl ONQX
y, U7?Lf006
3m UNI?Ii
0 ?
W ?
MI w
EL 812.75 a
O
as fi89,]g7s ?
dal a
,I zu
IN vi
i I
i
?aU
-10 = I?o
vii ?"?, gl?
n ? ? CI
7=
? ?N ?
zw?
°?F
Wiz
?zw a
w ?
zAO w
o x a I
N P,
AO[?
CI?
A
F
y?W ? W ?
W p 0 Q
A
PROPOSED
CATCH BASIN
PLAN EW 40-7
SGtE Y=5'
SEE 9HEET 7 FGR SIPW PRPILE DATA
2-Mfi FF
als As snDWU IN 2-? ?
CORNER (71P)
$5012' _
_ ??-__
Y CLR I:'.. %i
FlLL FA _I
{__'? ?
tL1 I I :,'? ?clR
' w?l?R
?? ?r??-smEAN
FACE (BF)
LIL //'11L - I?VRIVLIt
(THRU OPENING
3CALE I/2'-I'
/6O1Y FF pSmY
Fp.?I-p•g- PUCE W/HCFJZO.NTAL
Mfi AS SHOWN IN Wes' ?d
CCRNER (MJ ?_
FACE v '' ??,
1 (FF) ??? i ?? smEAM Fnr? (sF)
DETAIL - CORNER
ABOVE__OR BELOW OPENING)
SCALE 1/2'=Y
DETAILS A T STEPS IN WALL
SCALE 1°=2'
SEE ttPICAL SECTION CASs TOP OF WALL
CULI4RT ENDS DETAIL HEADWALL 6' ABOVE
(SHEET 04J FOR WNG FlWEHEO
WALL CON5RTUCRON A GRADE ///???'''FINISHED
J CRAOE

1' IXPAN90N JOINT,
W/MIATCTiPR00FlNG
MEMBRANE 18' ALONG
ALL SOE OF EACH
WALL (BOTH SIDES)
PROP B'% 5' PRECAST
CONC. BOX CULV?tT

---- ----------------
--------
UCi10N JOINT
----
PR(
CW
6- 0" B 0" SEE TYPICAL SECTION
A aLVERr ENDS', srlEEr
D4, FOR FOUNDATION
DETAIL
PLAN VIEW
EW 50-1 8c EW 50-2 BETWEEN
NOTTINGHAM DR. AND ADDfSON DR.
SCALE: 1"=3'
SEE SHEETS 7 & B FOR STCRM PLAN DATA
snaauPs
IB' O.G
IOq( B[LTB
i' 0.C.
1
N
N
ik
STRUCTURAL GENERAL NOTES
DESIGN SPECIFICARONS: THE STRUCTURES CONFORM TO THE'THE STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES"ADOPTED BYTHE AMERICAN ASSOCIATION
OF STATE HIGHWAY RND TRANSPORTATION OFFICIALS, 17 EDITION, 2002.
DESIGN LOADING:
EARTH PRESSURE: ACTIVE LATEPAL EARTH PRESSURE BASED ON AN E0UIVAIENT fLU1O PRESSURE OF 42H POUNDS PEA SQUARE F00T
WHERE:
HEIGHT OF FILL (H) MEASURED IN FEET
UNIT WEIGHT OF SOIL (y)=125 POUNDS PER CUBIC FOOT
DESIGN DATA:
CONCRETE GLASS'A' -COMPRESSIVE STRENGTH 3000 PSI
REINFORCING 6TEEl - ASTM ABi6, ASi6, OR A617 GRADE 80, MNJIMUM YIELO3TRENGTH 60,000 P91
CONCRETE COVER'. COVER OVER REINFORCEMENT SHALL BE 2 -INCHES UNLESS OTHERWISE INDICATED ONTHE PLANS.
REINFORCING STEEL: PROVIDE ONLY REINFORCING BARS WTI'H DEFORMATIONS. DIMENSIONS RELATIVE TO THE PLACEM19ETIT OF THE REINFORCING ARE TO FACE OF
BARS UNLESS OTHERWISE INDICATED ON THE PLPNS.
FOUNDATION BEARING PRESSURE: HEADWALL FOOTINGS AS DESIGNED PRODUCE A MPXIMUM BEARING PRESSURE OF 0.75 TONS PER SQUARE FOOT THE ASSUMED
ALLOWABLE BEARING PRESSURE IS 1 TON PER SQUARE FOOT. THE CONTRACTOR SHALL VERIFY THIS VALUE WITH FIELD METHS AND REPORTVALUES LESS THAN
THAI ASSUMED.
MATERIAL ANDW0RKMANSHIP: EXCEPT AS MAY0THERWh9E BE SPECIFIED ON THE PLANS Ofl IN THE SPECIAL PROVISIONS, ALL MATERIAL AND WCRKMMdSHIP SNA11
BE IN ACCOROrWCE WITH THE 1985 STANDARD SPECIFICATIONS'FORROADS ANO STRUCTURES" OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
IXISTING STRUCTURE VERIFICATION'. DETAILS ANO DIMENSIONS SHOWN ON THESE PLANS PERTAINING TO THE EXIGTWGSTRUCTURE WERE OBTAINED FROM FIELD
OBSERVATIONS AND MEASUREMENTS. CONSEOUENRVTHEYRRE INDICATIVE OF THE EXISTING STRUCNRE AND THE PROPOSED WORK BUTTHEY SHALL BE
CONSIDERED TENTATIVE ANO APPRO%IMATE. THE CONTRACTOR SHALL BASE CONTRACT BID PRICES UPON RECOGNITION OF THE UNCERTAINTIES DESCRIBED ABOVE
AND UPON APRE-81D EXAMINATION OF THE E%ISTING STRUCTURE. HOWEVER, THE CONTRACTOR SHALL SASEALL PROJECT WORKUPON THE ACTUAL DETAILS AND
DIMENSIONS VERIFIED BY THE CONTRACTOR IN THE FlELD.
SUBSTRUCTURE REMOVAL SHALL BE BY MEANS OF APPROVED PNEUMATIC HAMMERS EMPLOYING POINTED AND BLUNT CHISEL TOOLS. DO NOT USE NVORAULIC
HOE-PAM TYPE HAMMERS. THE WEIGHT OFTHE HAMMER SHALL NDT BE MORE THAN 35 POUNDS FOR REMOVAL WITHIN 18dNCHES OF PORTIONS TO BE PRESERVED.
OUTSIDE THE 1B?INCH LIMIT, A HAMMER NEAUIER THAN 35 POUNDS, BUT NOT EXCEEDING 90 POUNDS MAY BE USED.OO NOT PLACE PNEUMATIC HAMMERS IN DIRECT IN
CONTACT WITH REINFORCING STEEL RETAINED IN THE REBUILT STRUCTURE.
CONCRETE POUR SEQUENCE'.
HEADWALLS TO BE POURED IN THE FOLLOWING ORDER:
HEADWALL FOOTINGS, INCLUDING THE WRTAIN WALL.
THE REMAINING PORTIONS OF THE WALLS FULL HEIGHT.
CONCRETE CHAMFERS: UNLESS OTHERWISE NOTED ON THE PLANS ALL EXPOSED CORNERS ON THE STRUCTURE SHALL BECHAMFEREO'/,INCH.
POROUS OACKFILL: THE CONTRACTOR SHALL PLACE POROUS BACKFILL BEHIND THE FULL LENGTH OF THE CULVERTS, WING WALLS, AND RETAINING WALLS TO7HE
DIMENSIONS SHOWN ON THE PLANS, SUFFICIENT COARSE AGGREGATE OR OTHER SUITABLE MATERIAL SHALL BE PLACED IMMEDIATELY ADJACENT T0, BUT NOT MORE
THAN 61NCHE5 BELOW THE BOTTOM OF THE WEEP HOLE TO RETAIN THE POROUS BACKFIIL. THE METHOD OF COMPACTING THE FILL ANDTHE COMBINATION OF
MATERIAL SIZES UBEO SHALL BE SUCH AS TO OBTAIN A RIGID UNYIELDING FILL, WHICH WILL ALSO PERMIT FREE DRAINAGE THROUGH THE OPEN VOIDS TO THEOUTLET
SYSTEM.
THE CONTRACTOR SHALL USE ONLY HANG -OPERATED COMPACTION EQUIPMENT 'MTNIN FIVE FEEI'OF THE EACH FACE OF THE WING WAILS AND RETAINING WALLS
FOOT BRIDGE SIZES
BHT. N0. LOCATION SPAN (L)
6 STA 6+25 yg'
6 STA. 7+50 25'
8 STA. 9+25 P5?
8 N/A 25'
12 N/A IO'
SPAN (L) ( 'BRIDGE DECK STYLE
SHOWN Fp2 ILLUSTRATION
PURPOSES ONLY
TOP OF BANK

PROPOSED ?/? L F0UN0A71ON, PER
CHANNEL BRIDGE
MANUFACNRER
RECOMMENDATIONS
ND7E
i. PRE-ENGINEERED FOOT BRIDE SHALL BE AS MANUFACNREO BY 1HE CEOAA STORE (GLENSHOW, PA) 2400 DWBLE RAIL SERIES BRIDGE, OR WF9TERN W000
SRtUCNRES, WC, (NALATIN, DR) GIRDER BRIDGE, OR APPROVED EQUAL
2. CCNiRACTOR MAY AIBMR AlBSI1NIE BRIDGE DESIGN FOR AEMEW Ai LEAST 14 DAYS BEFORE BIO OPENING
S. FOOT BRIDGE IS TO PROMDE PEDESTRIAN WAIXWAY ACfl055 THE PROPOSED CHANNEL FOR ME RESIDENT. MAXIMUM SPAN PoO1H IS 25 AND MINIMUM WIO1N
10'. WOTH IS TO BE APPROXIMATELY 5' FRM,1 FACE Cf RAIL TO INSIDE FACE OF RAIL LIVE LOAD SHALL BE NO GREAIEA 1HAN 100 PSF. iIMBEfl SHALL BE
SEAI£D OR PRES5J,? TREATED. IF PRESSURE 1HEAIFD, UMBER SHALL BE 1REAlEO WiH PENTACFA.OROPHENOI IN ACCtltOANCE N1RI AWPA STANOAIip C2B,
WTH AT LEAST 0.7 PCF. ALL HARDWARE SHALL AE MODE OF GALVANI7E0 STFFL 6i STNNIESS STEEL,
4. FWNDATION DESIGN SNAIL RE EITHER A TMBER ABUTMENT OR CONCAEfE ABUTMENT.
5. THE SADif' MANUFACN?R SXALL PROMDE FOUNOARCN DESIGN WCWDING DESIGN CALCUURONS OF ALL fODi BRIDGES.
fi. 1HE BRIDGE MANUFACNIdR SHALL PRONDE SHOP DRAPoNGS FOA FOOT BRIDGES AND FWNDARONS.
FOOT BRIDGE DETAfL
N TS
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®12° 6° 6®12" MAX 6" X6®12"
SECTION A-A
-. i _... _ _ .... _,_ _..__.. .__?_ ....._._ 68C
ExI511NG DRIVEWAY SURFACE
I
', PROPOSED DRIVEWAY SURFACE
', '., ?
675 ?'?, .. .. _ ? +I. DX ?.i.. 675
- ? ? -1.419 '. }4.869 I. if B 750 OI
` E ? ? ?
! ? ?: -e---?-? II
?:
m
w I m ,-? r
670 =.?? ->. ._ '. _ ___ .e. _ _ _t--'-'. 670
N d "I
- PROP SAN SWR m ' Z
'.. SEANCE DNFS ? I ¢ '..
wl MIN. 1x SLOPE ni m m: ?.
I ? ? ?,,` n? ai ?? ? i CHANNEL
¢? m) ?; ,?? ? ? ELEV. 66fi.811
866 ? -?? - _ .. _ _ ?:. I ? ? 666
? - di
w
?? S
S
0
i a
v: a
I o ! z a?.; $ a' N al. n I
O'
DATUd( 6Z6V o _, ;..a a?. of +! + + + '.
.- ,- .-,..'? .', 660
8BQ00 -.. ._ .
??
D+00 .__. ___ 0+50 ? 1+A0 , 1k50
DRIVEWAY CENTERLINE PROFILE
SCAU: I'=20' HOA 1'=4"kflT
J: ??I tlHl 1.
(fi I i ? ?- PROP sAx SEWER sERMOE uNE,
I ,, CLNNEM 70 E)OaT SERER 1HE
I
? `si //
tier _
_ MAtONIIN OISLANCE FRON HWSE
I Ed3T SAN SEWER
I" _ ? //?'SERNCE ONE TO ?"/ 1
"°?-
?.n t? if '
? it .?1. ?3 t? I`? ?? s
I
z
.? .?
o
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?? ?.?z?4?i3 ?# ? _-
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i r ? l? ?
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-? ??
sl'?=
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r
a
? I ?`? ? ?? ? /? ?_;,? C_m_
11
?? oM .i 9
%/h'
U
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I
l
?9.i
Y?? _
NG' °
I
?{ ? J
caxslRUCr NEw sERMCE uNE j Zp ; 'I rt` , iJ? ' z ,,?•?"
ca?xacnaws Ta sEV+ER MaiN ER I I S ,?o / _ 7 ;
cuu sTO. oETAlts ?1 i ? ,
1-a l c1 t?,? /- ,"? ? L = ?--- -
.? p _ sAH. swa i
- CLEAN W7 C ? 9?+?Z
? Q ail rt 0
II ? J
i
:.;
?•- 5 4
6 SEE NOTE
?--? -.
?.. _, a
- •. - .. - ?_ r Via!"'? 4 "? ;?03
?- s: - --- ?- -,, _ ,?,x 4
_. _ , _ - c.-??
_. _ S `? .__ ?-__?5.?_______.-_._.___-__..
Iv ~I.
II
_ /
J ` ? "' ?,
? ? I tir% (?J ' ?,
j 'i, 1..?, 1t- ?
?- ? a
I
f
??
?? ?-(?'?? ? /??' ,?J
I ?? l
__ _
?,
j ,?-?G N? I PROP SAN. SE'EEA 9FANCE llNFa
1
r^'"?,?( ??!?%~ - CONNECT TO IXISf SEWER THE
}},, MPlONU4 OISTAICE PROM HOUSE
o S„y
2 ? EMIST SAN SENER
y ?`^' ? SERMce uNE m
?r? `?1= r,,, 'M aE A9AISTONm '.?i - ._
?c I
a?
I ! y
??
- ?I
,?i
pia
?:
?.?
i' `? ? ?
> ? '??e?-
` ? rtl ?? ?_i _- of
?? ? a I ?°I
PLAN VIEW
SCALE 1'=2U
NOTES;
1. DRIVE CULVERT SHALL BE IN PLACE AND BACK FILLED PRIOR TO
CONSTRUCTION OF RELOCATED SEWER SERVICE LINES.
2. CONTRACTOR TO INVESTIGATE TIE-IN POINTS TO SANITARY SEWER MAIN ANO
NOUSE AND RECEIVE CITY APPROVAL PRIOR TO CONSTRUCTION.
3. CLEARANCE BETWEEN SEWER SERVCE LINES AND CULVERT SHALL BE 6".
4. CONTRACTOR SHALL USE APPROPRIATE EQUIPMENT i0 MINIMIZE OISNRBANCE
DURING SEWER SEAViCE LINE INSTALLATION BETWEEN 7HE CREEK AND THE HOUSE,
5. SEWER SERVICE LINE DISRUPTION WILL BE LIMITED TO NO MORE MAN 2
HOURS.
6. CONTRACTOR SHALL OBTAIN ANY NECESSARY APPROVAL BY CMU FOR
CONNECTION TO THE SANITARY SEWER MAIN.
:w.
r
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^.:
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..iF_
r.'
MI
= ? m
p U N
m t N
<?
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QTi CIZ?ryN
dl r .rnmy
WI ap o???
N
U M O N t X
onamo¢
4' 3:m UNnN.
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VIEW LOOKING UPSTREAM
BRICK CAP, SLOPE TO
DRaIN AND cRWT
BgID {1W)
6' CMU?
EYFRY 3rd BRICK
CODASE (T1P)
WEEPS -
PROP
GRADE

-BOND BEAM W/ a N<
BARS CON1., GAWT
soup
S1EP WALL TO
PRONOE 4'-
1/2' EMPANSION 6' E%POSIiRE
?MAIERIAt
__ _.T- _. __? -_
fi' CONC.
DRIVE
II 4° ABC
1' MAX.
I
SAW CUT Ep57
PAIEMENT 10 CONSTRUCT
WAIL BACI( FlLL W/ABC
l- p1 BAR FULL DEPTH
016 O.C. 6RWT
SOIJO (Mj
y4 BAR
JO' O.G
ya BAx
- 12° o.a cat.
CONBiRUCT FOIkAATON AT Ca6TANT ELEV.
STEP TOP OF WALL TO MAINTAIN 4'- 6'
EXPOSURE
CMU RETAINING WALL W/BRICK VENEER
N.T.S
1
WM
?--
EXIS
??..
ADDISON DRIVE
?
MrAILBOx ?
1 MA
LBOv?
,
-i
l?t???
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-
? - j ,,?

? \
`/ -\
48"? /
? <
? ??
I

? ?
-? ?.? PRCP CWG DPoVE
REPIACEHEiIi IN
? ????
?` AREA SHADED
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I
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3 ' ` ?-ti
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7 ti ? V?
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BEHOVE AND RESET 4 1REES
AS DIAECIEO B7 LNBPECTOA
l~?
PROP WALL ALONG
Al1aMENi aF E'IIBT

( ! DRII£
':Iti.
J 1
IV
/
I i.
1
I ?_
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V
SA?; , ,2
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?
? 872,99
S?UI
?-S
l

I.d2
CaSTRUCT BY lF CMU
_ RETAINING WALL W/ BRICK
VENEER. SEE DETAIL Ti15
SHEET
'I?i
z
I" a° '-,
!
EDGE OF Er?T WAIN.
6AAOE TO HATa PROP
ELEV.
?
Ga
iDR AND sTnE a aRICK FoR
RETHNRIO WALL SHALL MATCH BgICN
ON E7CBT. CULVERT HEAOWAlL
PLAN VIEW
SADLE r = Ir
a o
i o
0 `o
m
p U N
mt
ay" `°
?y ?
?!J?ZNmN
N
F? .AtO?
all a? onNo
p, N
?n `o cvdii
a'3m urv??
n
a;
a
c
6
blla <?
???? ??' S?u3 ??
v
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n??yyo a'a C?iO
ul°< -
ZWtd ?
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WIZr1 w w
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w ? ?a
2 ? ?o
Zpp w .;
0 a oz
N QI C m
Ap? W
H e
??
F
w N ;? In
M ? 0 n
18'-0 i?2"
B C^On X ? ,'152 A p ? ?? (a?C
? sreeost Concrete Bnaye UnRs i
°ics i ,tints fl l%4"± per JwM
r? ? ?

?,
o ? r
n
?s
?
,
n r? ?E i,
b i

?/ Iyp,?c' Joint Sea!
? X ? ? Uetari or 'r?is sheet
r\ /. L
?o; ?
r A ? ?

o ?

-_ - - a

a
?
G
?
?°? i °
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f
Heoowall
?' 9Y!
Z -
?
_ U
q„ 1
etbrck
IC Ib
O e
Detail , , ,./,, -; ?., , ?!,
fix,
`y?\ _ ?
\o y _ _ _
a
r ?\
Cover a7 caensfh 1'-0'"
Sig wide sMp or Ff ? FaGric r
..?
? ,i?
6? ?? ??
?? . r ?o
` ? ? ? i
? ? ?, ?
??
e ? P da dea ck?il Dnih
,?F,,Irea +vrth vingWai+
C(JLVERf PLAN
Precast
'i '?Ningwad?I
Detail
Swlon Nluii
e 'w1 DrowmgsJ
i ,:
I
c T`'vL?e
? CIQV 065.9Y
?/?`':
\ \?,
i
f
? ??V
0?
d
-y C ? ?py
' r
0"
Headwall
- -?' Structure
SztSeck
'??,`
??- ?.
o,?
?? ?? ti
?+ }
n,/
/,' ? h;
.,
? r
a
??
Wingu?a9
Stroefwe
L OCA 7-lON PLAN
2a' aa'
Ws0 See Croii Dr wrngsJ
rJmerra! ? cnaecfior, Plates
'?J
4??m
?.
?I
I
O
I
L_L_11________._______Ll_?_J
SECTION A
ate, 3 pis,
ainr Drat iGie
.,. ?. rt t ?rsp,,. r?B° ?' Bm51 Rope
fcp o precast Nde SealNrrcp ar
Br, ge Jnit -, fir[ ?h?„ R"fiber
,? r
r ,cst 3 ,e ;ivt
TYPICAL JOINT SEAL DETAIL
riot tr, scare
U??ERI Lmfls = I&'-g U2'
70° i0°
Oeta h.d +.esAwall j+,y,f
s??'rf s+ s.tn.?er?, ivd Unit
onr c?+.rml lyn.)?
-,, ?l i ,.!s!?°
I 1 I I ?,
L1_L1_J _-
__:pan
>-YPICAL END ELEVATION
?? a
7D° 8°
Sr?bact j 1"r?
I
???
u, ? 's[ ?aad of
Cb?b£R%tiaits: ,45.0-J?
'e drrarls car n ensure ' + ue quad S.+rci;arge
? µm ar es r re ? + S?rcnorye
9es-gn r +'egr?;- daY'P5 rren r ^ -?n.ro .i'-0" nax.
iron 'bp of crown '? tap oFpaveneni.
Pesy ue radi Loar rt ? e.°F?ANCJ ef'os i'u
4ss, ors a'ce?able sul9 a. ?y 3P00 S lV,. ryd
'recn + ,nits snot! b' ansiruciec l isfa(ied
Ana n?e clth 7e a+i ved ?,- rtions.
(:or,. ,e fa i,.Ctngs si?¢II ra vea ::Hum
core si sireng'h of 9000 ps+ a ?r'ardr?o
ste i ,got; i,5 na-cant orr ? M?I?y
ASio a .161?-Grade 00
?oundaiion des(an +'s based on (he use or o
;?),rl,icpaly rulver,. !ke of a substitute 3?-sided
?'tdvart gill m_qulre a substiluts iorndoGon des?yn.
-?' Oovton LRicnmona ar equal
!' Clu /s r E C + serf 1
?'ti+a ? +, a ??tarnles>
w% D.,.,v?e P.ur ,rod 64ose
dr%ck F oo (Corn fac r'narc ;:Hall
zxtena ?7' bzlcw? prod on cock face.
?al ??rv?l iV/f?lme(
E,.., ., w + _ w '-tom i ,
ifale
Grout sciie ai+er
??zcrsi CIiL':FR' :ad? +r;tnlla6;^n e?r ?aA nw
DETAIL
,r cis,'
P men r moaGGle '

r+m Jc?nP Wrap-r iaiz
7rme v maa
-
, ivitp n vZr
..p -; - u g user. ; use earth gr?r?, ; hrJung I?sh
o ccst
Cf
kN?un't. asa Ur-e s a 4op or 7oA v rn' q
J4Jar 'eCe 1 e'NroF Jr
,_ I ??-Wrap hu66er, ^r equal CUJ/trt7 Um2? ? r
t Wo
Ru6oer
ar e
cal
+? ? ,,
,
y

?
?
? ??
? , / ?
r
---? ,, ,

s
.
? ?
+ ?-+5 A?
iH h ? lu ??
L ae p g at .?cle .,„_a..( 6?L'/rc? ?i+it t+1+ r
n
ne s°?? ?
- _
-p•
'
'
'
ecss
r i t, n advall or
ing?+,;.
4
LIFTING HOLES LIFTING INSERTS
TYPICAL LIFT POINT SEALING DETAIL
.? .? 5ea.?
e C r?2°
'? i
?.
U
?- _ _ I adnair ?e,
____?
?? i
of
? I Li
?? I ? I I ?I I
Nnta? IVV l CJ
07nC^t!On ? Ip '
,nest 6e posn'nre,: reith f-F d" D,. ? R'cimond ?E?ERA? ?QTES;
mcl 9 ,+ole axara !'_?^ ? +:vo Ba : ? set anahar L rr?, ;o ?snshccuo, ,,,,nr"c;?r rnu^f verif/ all
pr cos Cbi IrERT unit ?___ ? ? for ]°? v - ?ol(s. t ?cirons shmar -brouoF he eogrneer.
14 ? ? f6" oitc^'
--+-- / ? ,
6"Ou ko+/7 mord _ ? ? ?+75 :, ysvl+fi'ea rd ?ce7sza approved ?iecas'ar
Trvo borf G'eset ancho+ ? ?'h ,? ::°? ? m.J ro?r'%la the ?trr" "re oesr ned,n occnrdona pith
ion'"9 ,x 6 Threoced ',?.i? ? ?;' ? p ?g
.„? i ? t6esep+anc
Red l2) with Double Nuts - ?
? ?
°reces` -?? \ \? .,.. , cwr+froc.or :ha/ su6mrt show ka vrngs land sign
wVinglra6 ,:<:?? ? ? 1" x )ff _G" C,aly R (A-iJ
\ -n t ' ons eqJ. e o-5 mvner/ s+gred v9 Baled
? Q +?es. ? ?x 9' x 7?2? a +or s?'wol rym er Ir n ec r J rfh crcPn¢
?p ? ,u ? %_ IJ r'- ;ne ?r.cos: ,c _ -_i.f?d „o! t Wbgwalls.
??-FVW7 ':_a?nv-7s and fooHa ?s The s(ructsre shay: b= }.:+ 'led
?,
?' y ?,
' ? /: accuriance w' 'he monufoc;a: er> ?ecomrre??darions?
r, reRrewnrative ar" the manuiacturzr ;hall 6e an-ske
DEl iilL a Unii feu ro du/rig 6ssM!laiirr.
+' Cr?l >,?CIiJIY ??n 7N
??.__
o uoytcr 7 ?hrravd
Ina Bole ?r?set occho?
IOf ? x - b01tS,
c " artc?J
f & Daym ?Ficrma o -??
+ovo Bo+(pcset anoho,
c. 1"3,r L ter cde2
Rvd (?) ivaB vocble ,Jura
recast
4Y,gnall
Neaawall
c$ .
_ ??
I
r ?o+r lP8- '
??;
rJo?e:
?? `: ?r Carne S's l?-2)
6
? ?? must csmoneh wJth
??? small ? ^o+e5 toward
precast ?eadsral!
DE>-AIL ? Nead?nll ,b
CrSI
_?-??
?3'-4° Headrvdl
__ ?
arch Foc+^y ? I
?,
.-'T?-?-???
N".e
r . ooc,5i
? ,
` ;,
+?.
. ?
+.i.
M
..i
;?;
v ?
°>o
o? m
m ?
>? a o `o oN
Cli ?oz?m?
d???mMma
0
ala?o??n
m an `oNax
y on cmo¢
3m UN ILL
d ?
a ?
2
C
I
o-?a ?` ?I<
ilk ?? ??
_ ',
0
?e?
?? n
mho ?,?
°w li<
zW
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AO
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a
W
A E
H
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+ W
M
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1. Of CRIPIIpN
SPECIE/CA TIONS FOR MANUFACTJRE AND INSTA?LA iION' OF .3-SIDED CUL i/E?T
sgn oo., dur.n >no;m nr ?h plans a rxs 9staolshed ' y Ne E+d eer.
t aP ? ? ? sgeafcotbrrs a?GY t In's wo ., ,he mast
L'7 . yeWa ,?a?, gorern
2 TI PfS
r e f d t ? JtJ LJ ?ER,' - r e
I.' P h!'e dsa d/p r..
a cret lls h '- lr /a / a ;, o o d !h h'
,pe.rnsa(ion ch N _esanciad ay wrytn, ,e jhr, end r
re.:or arg7..
3 MATERIALS CONCREIf
n n? t' r nmr.
ru ubr: o f z tl o dten conp?se0-a/fo a d .emenf, f_e a
a 99re9of dm, d o A d.an' t I an fan
6 ' 7 o zest r ad t e air en ro ng a„ k?. e sA l ?onhrm .a AAJ?lT0
>!' 54,
J. P fi C
.:?ennco6ans G,Sv Type 1, Pe , ftn Il?.m eats ai ASln'
F 1PC r e F
-L ?oarse ,.y 7e "ellc sls. Istone haw.g ox .om
ize of l J. ?, cyate _noArc t ngnRemen4 „-ASrN
Ct3.
Wcrer Red nc e:n?frs- ne c .e / btu ' Ie?
ap?raval ay ne ngneB. ,. w ucng admixtu e ? the
a r/poee o! c ea.ing arprkab ky ,lid radaeing t e water
re,7,B,t to we
?.9 „acun v /ar'de s oddlf ? o the rnrk oL,olc rmr rL:x?ie
or adml?res cvniaining calcium :'hla?e rdL oat be permilfed
4 MATERIALS S>FfL REINFORCEMENT AND HARDW
llrnr cg te/n hdae? GB p. st n sh llD ft'u!ed.
p!a ed :. r, Nn tr (na deta7ed h awinos su,m;tf..d D, Fhe
mona(sa rra:
4 51 l R l c e >' !ar I ll ?acsl f 'welded
' a AASNTO M q$Cr .g ,
A r10 S C I I. N? ? t'I et ; b.rs
i5h 0 A i S + ' a`e v0
o. 'a dlro! b 'en l o n o co ? : of melded
D ' ,,. rrzu ?dief >tae .ers.
d 2:
B1' drh o. q I ec'.s I l
SrMA n, c r AYO 9 ACd
tlJ Grad rl Al17Rs Fade refs ortl. u. „nf rh
r9' Iro hl'er r y
cruva?ce wit ?AJ7M B a°5 f'ss oh .>a?d :A
t ff I ro
lies r '?. ACY A CIA Cdp 91. d
and slid le .nt up sarwnrw of pew A,4JC rp ;4 r'1 'ASPA
n. 7 r.
Aa?ho?s a c rocer?d ?'C f a crowd von el 11 , a'
d`,amraDrr, o??o net 1 h / ,ess?des
9 ) ? 730 pp d eq a7.
?P se 11 4'rnl I?M, s 'icy
f t.? D 7 a/r7'F dC, q
Monr'sborg, Ch,o, rd? 7J5-d a ? app?ored egaola,
nook dolls s ch.d nee' : a? ,rya' :,? A57A
' 01 °Y,''n"vPrA??Vml
I r ae !i d nB air w e F h I] Q
'P' d a t. 1 (are', by
.,oy r nc_„ Arw swr.e .rlamisburg Jhb, ida]J
d d rt td ': h d c co
! 4J '4 e mess s .! Jfbshms 15 n tE:dnn.l
?: I u ISY ? l4 s( rsl ?. 'Tats
on s,r .A a01f G 'f,l .?? de 36 „Iola
?oP go nrz per Atis'70T /A ]N`UJr
Y ?''gh `i D .' n mow 6 dp(
'mar, c '. Laytn Ph.ahycret.Acssoi,
r . 9 rr : . pp pp d equ d sn,. r
' e d -a Splicer .7d sAc
a,.d Cower a j71f.
5 MANUFACTURE
d7 d.. r a y eg es n d va(c shine
p rt ere a Pd b ch oil c a
nugencs a e-C n seoh eo 'rir hs of ',s
.J' f?n. - Im fPoN d r'. fore
yt :.s /BSr Fa ,nv pond ?' ,orksJ,rer ,.ubi? ynN ar
?.. C 7nan ell ldn a1F a
??9r t e "r de t',eo
h 9 ri
fa,an n5 me hods cl cw,ng ur an6 .at'a7, heztr ahoR =e
P.
r e, t pre r o f nr
.sure e r c ed p ? c en -ham ' Ir n•?rn'ed? n
.csr oonasphere.
.hnfu G a e sr r a v e ?al x cured
Dy nny remsa n„ ',n? xeep ne szLr'as nos'.
G ! g rn u9 19 0 - a...mJ r
g :o
.e '4, 's r Sae r n 0 iov De
yeaa re rN '. d.e„n.L
Ares s( ng1 r t nei a
f T' in: h { of Po ': ? M 'F
t ?egzes off on-syher nn eat r. }l r.orns
oe pt t p ppl t.. ?' d.e
mpcun a,a :Doh be lam eh rA. ?omnand k
ye?ied.
?._ c r r I .
E 'y agrd
ff al arensl rrr.., ? ?
?, b ,
?r ,.,mwth ..mp ?. rs,_. :.g >cr.oa ., _r ,..
r -;;a m ar nw 5 I '- erntlyd
0 3 precosr e'emmt .pr Ihs puryusa of -0ondlnp
!' f,afa?.
5.5 ?e 1,e emen .nm r eo:, ardr
- ' ae m red n th r um '?
- r go has r ad of PP0,7 a 'hey
.' ll : be tared r n pah ribs mf., .ne
norate corrprs,,va sbenorh r; o nunwn of 9,000
psi.
6. OfSIGN
rd °-- ! V ? sf elemst snrnson sra remlen;a en`
er s 'dl i a 'rescnbed rn the plan and fhe snpp
p,' ?9 ? 'S`d QY D ian 1. ubmt. 'h
- >h ? cmrefe
? B r' 9N shot D as hown on the ahep
da gs R n tee old s'rength shat be
50 cC0 psI unies he xue „aced m fbB shop
d Bs
n? 5 0 51 ?Wf f B.Q ^a e'YF
C° S(peaad Sp= rtca ors figh a/ LL Rl ! N
dcpled 1 fhe -. - . Q cn' { ' 'e
y ? d Tr e= r -a7 mcc;als 19..b ns ?mendad
n 19, 1998 1993 =lid 2000 Mtenm nensals .4
marrum of ore ao! of carer above the c?srr a` tie
Jll'F2 la ,,, .n h ,rI! d.,.
.es, voted o srrvua ao the shop Mc„tugs and
dsI'gned xca-dm91Y?
a., ement "Pe lorcem n: rtPew cU1kY J (B-
ARE n °(° n t rile nrmnrerentm'
D D
nn9 rB ?ver hr' .:.rmlerer ird r?rn/ememn-t
.r ! b /2 relies narn less o!henrrse noted
he 'op ' w g F {ar 4sf fte d
?( "sf es shui not b I ho a n' oa
h '? f ds I f
m .t n llS?nbd 'zgsge
?hpl ay ? ar ed o f l a1 ' .reed ?
ve.l Pp me tetl to ' gle ion a( de/o m d
h - eA Tr r n rec s PlJ rle0ed A oboe 5na(f
sGact a re e o 66 D.wna y
Ifrc t g t iroi ' e (; ' g
Lh ? ILIr?41 f 1 n an fro shop. pod
r '? ! (ngd d a, da6c ion
vac el L may h erJed i e Iabnc or aefrmed
l'sc I rn t!h A 7 9
D !o r. coca w ,n_ langifoemo drsfrrbuhbn -?
zr.' 1 1 a' m e than c. s un nor
I f ?? ' s prom Ir . d l h : RP nt
c., e e l Re fa n I 9
s(! as>
oil Grrs he a far et= auer n a rg fr. 'nor
a e.. ,aJ De
"' de?eac !
e ' ° ' : y >L=d oar na ue less
! t r BB ,o;nches R' meet
n I o d g r'rlgie layr r nedea nix
ac a bgl aye l to med baler se'Dar.
r Bd
rr or s fgh spry qB f
d I on' 1' tang d '
e teed: y fn 7n !ar t p i the ap ? d
? .?7 gf ' i
/ e1ddI o f .dolt t s
d 1 (tr con pu'- mrs sl 7 Deicrr.
Tn J f ut l enlorcen Bn r:aG Oe nor
i J :. h. and oaf less fhav r;r Res Him
I ds c na nos
E.5 a e. ?e' P- ar(C l 7J
CS 'd ' N I B f tar
M or r oUri r r C. >nI 'r n
a her s cyp or a ely equal fa (he „ar;g., of an n/
r LPt . Grsid
°i i Sprc g a' ?ca,f JI I aS Uails -
'aP?`D9 aP ay h r a a ' 'agetL
fir mbrr p'ryoeas o mo th neroeo woe odrrc
ih I l .ed „ 9 I t As ?0
8. G J f d lamed wmd?d a. ors Me
sn ! ? (.he q ire tut o,`9AxH'0 a. 0!
on BJ 5 lop of welaul u%re ?ab.,J gym, bB
d? eh fie e o f I a' a- '
eb Fa d to cd D Ile ie I D Ue
wE` p h l ,ne.,, S reyurraments ?l An5&C ff2S
Fc F! :.nm t a'k f ??. !pn droll
DB r rm 1s r ? reed-'e labrc kc?ned
bN t a C g t anfer a( h?
r 'e fb'sn tsna. Da not
'"" F n > Tie sparng
are o e e ??! the ant (vtli al m es s(ra(I nor be
o h+r n Aa'g sr o of h
'as a r(. ;h 1. e(c
.n he op ,oA ,rar .,e.af owe olon I 'odes mg
Lop 'a d pac ... nst vnngvals aril
H?atl va s F reds n h r h,aeement sh Ibe made
Drr D 4 -P Y ?' G' ? d d "oPet .
F
ass DI ?, are
ov?! h 1. h q C s?AA N G N '.7
ono u [ a.. o e'Jed th ' p
na v' r .user a o, . d R ,,
r Fa
c n a Ylet s' r as ha rpp shot el are
'a"I e ,SHCE 5 " P h
as era n e th s ab - s' eet ha11
?.. < ,limas ad d!w, P rncD?.
Z PERMISSIBLE ?ARIADONS
CL'L?Yd` Jrn(s
__. - r le v
ra lA ,Fe de , .
me^ ,ns rr ' ?. r/ t mom loco
m r nr,nms-.,n.
7 2 Son >nd vYrrl' 1.''k >h I tl I
fn'.' ll G s rh rhor ?'
oe
',7an 'ha F i/A ` A N;Jr B B
for ' ci g d rye des"g shall nor pe wore
T 1 n pf PG 1B .51//Tool Pa DOn, '
r gi s r w? r°g
PP ? al C (7maL mt£
u.ar n u9 U
pf wn . b ' e d for apsg .,f ¢rr?za are
n nlc? n m.
l ng'F ,l ti Ne e 5M I a
i' sn ll-. be move t7a /2,hh M,vy
U rERT '
S . l'os ban of 4emfor ment to ra r rra lpn
G Ian lh '(pr of lb f7-?
n B n II h o oval l ' acvnmhl
.5s hen / he a foe otsia c.%c'JmferenGtd
alga m h s F fo foe s'p
c mfere- (ea eas rrcl is he .(er r ar
- t al s f t,. ryLVFA7 ih e t' es w
.o? regu ern> Jo not ry, / o r^a sg srsnces
a( the rGJnfS.
- b. ec ?; Pe l c e t fe areas oFsfeeF
(arem MI uB F,e de, gv sleet areas es
shown %n dre mono! curer"s shop d-awhgs :;ee!
eas agrmtB M th equr? shN] t be apse
fro N p. misfile (atror .h Uameter aT
L '. m"" ! m? m f he . -eel
p'a D d v gS7p? ?orrh cLoi a tho-Type ei
renlaroeroen'. '
:.• dTngwnlls and Heodwa0s
7 dl -h'ekn. F cl th cF d u
mom ,ha: sno r ? r
? gr' by Ulu / Not
?, L gl/He Vrf ncl,e un h / gN d
t z aesrgn b tune 1>c „ts ., ri h t n n in
rGSt ?'R 7
a'
l ep.,?on Fhe.eP"z as! nv("e+(/2
t n.. e hat he re w hs
rr,nJacemer e es> .lion , 1/? ?•c"es
Roc rai Ibe pe ssr le vEa
drame er f e: " ?rg ah (c to the
lea es p e ro a ' h AS7A,Soec (m? fc
l a? r?vired ? al rm9s° yea B o yr re t
8. TESTING AND INSPECTION
l sm a
.fid be de it i Ira Mpreo.'an (e r, ^r¢,e ? g D
sp.J +a e'
z/dr B d g nil
cror t9 e rh5 r a ? t
aln td d. r, n ?
A n ( g, aup h l.:e ttmBd w 5 rs vNer ?LL+Fft(
v l pG ( ?- ze ; O n dal
do'?a F f,. uam
h p d t'an p 'a "on f e s, ie
con de ed ep ;. Iy , d p rps,re al resfm5 coil
ac p o op e f? s n ?, b on '¢=red
co ( cus c n I : Ierap:w „r mac fD o see.,;rr
days.
gZ (AfG f d 2
L ed
as sv a / th Flo p. rar C , s:Nl
Specr(,cahan. m h p ens a: Ure AST,A„ 49I
31 Air pfoD lr v. C lore - jhcri (he Overage
cn P r fh nl dr d' a' ?' I t p
gre Ie fh rh d ?'a P sY? olf o
Man (C9 ('5e nos red: eaa p,e sbe
sbBagth s o nr d g nc e grh,
ofd fe red A s gID s m UJ9, a(
(he de ga n ? ssr;r r gt: lie In l all re
xcep e M1h A romp s s' !h r h, yluders
`BSt d ',r s. t rr.mn o h's c p a c ra the
a' tbl?v, h / a d ;sd s ban
sect 3.? 5 ' or
nMrnd sr m 90p l le e r8 dg ?f
strrg!A can be .rise (o- rer?.t ms. -press;ua
AB>?prw/f ? c. n? P p r
the t Pow S p e J
cce t r n ?fe er ge ' s a7 !n a
o G g
9 g a(er fhar esg ca. et st-, gt Mr n he
mnA zs ' m !F f -
de 9 re es, d 's he
g9 I h>n ec I I
tna' or - a 1 k y G r?. NFe nc
hap e ? t§ If fie ?- as oI u f
o` `ne rn 2r° Ira rroY J sv,rcf on }'cud s ecczv^a61e. g!
s.l H, p e ? g
e
u d 'g net ? ? a c. o f
men m hcl ( zv o ? A ,
rc d st e n tt. r o''.
G yrr ps,Ie tdr(a ar d
a 11 '? ( 1 1 r si
?U hgnp l,h w.s's P7,unJ,aa .!,ban
h ae ,E _.9C mp sB
u der - n r n - t r D ?.
? vs'e Ili rh of r . h,n cores
s. :er e es9_o r r rrya
P o 1... P 5 I a Lecl d
rra roe( r w ? ,7 cf
rho e J, '
r as
<A ?'c d "h.
r e,:
Y. es. an °.°
e rn ,.fir Je .'.ol=d,
43 Ph / L- H ? h , d r
Dem
pluog d d :ed r h a.o D B
tun
soli nor JIa a menfs wV r eF 7 1 the 'est
Ili p ! .st ae 9e?fs
.n ' al.d sheh De .or 'dE M Sb ? Dc(a y `Or .r B.
83 Fqur t rv/ F ( ? 1 curvarts
. der rnr G '' t' ydr sh h c'' one
rersopnF e.esnry to cam r e lest required.
9 JOINTS
L(JEFT I I d i t t .t ?. d TF d h
CUL IE4l ,h I I li h h .. t'
11 k ro '. o s ooh f f pp able
gu te. 7 ompatme 'l. M srD wceferu: .ecfim 7,
Do the j'o:N and h shGh' na ,xcoed J/4 'robes.
10 WORKMANSHIP AND RN1SH
Te n' cRF -'t gw Is d heedaWls sral! be suostar"a/y: a!
6 cr es he e. ds I e ? VI ?, cm is Adl 6 ncrma' fo fhe wMs
o a f J PER ech . fA 7 l: errs o. h rrn6ms
gr .rt r secFC. ??rabwe, excepr wh,re beMBd ;mils xe , x' e -. 7hd
lac s / h ? ' g Rs and heodwolls ,-hall be pmousr 'o wen her, within
{n f G °a- E g m ? clan 7 Do e 'F s - race a! Me
pr a t e:emcs >h Y be a .anpafh steer m w' ha velmi surlace
Trapped. a op Nets ,rAg solace del'ecrs snarl be cavslp?ved as port of
a smou7, s,eel loan Ihrsh.
11. REPAIRS
P cast 9e e is y oe pored r ece sa y D n r 'nip r e 'ions
in m t ? d dl' y damage aa,1 ' d p( b" it h
opm a o rhos Y ?h's we s d p a rly fn shed and
v ed d ' ? aF. ? d ec..,r ca.,rmm ( tr, reG.rr emenis of Ih1s
Specrlrca,?r
12 1NSPECDON
? v ty f (rota e G,ues r, I ar 'd : ftr;,hed p ecm
elHnm ..ha. he s,?b/er e rspectan by the rn„hwar.
13 REdECT10N
Aiep BC ae sill hch r,9^r e b ?s,e ar -'
spa ho eouemer is sd' of. ec s? eleme,ts nav be-gdBtedB
bean of P : lire rao nT:
Id Fa trs art eossrg rra,q o c?t lvra
. ?rcmass o. Nmr „dr e ,rut c ,c w. ',c.T ,re
?._ ere " d to rm f ng m,up ?. ,ldmg nef
p?arce M Se 'ai .?, a tI s., syocr,cations,
lJ?c H. arzDe pe.1 i-.
134 7 g d eds h e ,oe0 ern. g ran a prel?(n 1 me o
of ?.,, :"vrorl.
14 MARKING
Eadr rJ /rP! - ?FCn oe ce, v ar,?d cmro pan r b ?ng
s+hNl e 'e de ? r ,g a le YI` hut, s?„x,:
LEF po K C I'rR .I,.
)t ...J o. 1.
15. CONSTRUCTION RfflUIREMENTS
:G.. my 1h fJ c?, 1. d g sn I 'e
Ica.. t, n ( 9 00 a h
r 9 :h g' a d m( l lo; t ,gs sndl
be m d y I a' ee A rice dzep
here or ?'.^It be .rneJ n !ne rpp s rho.. of the LJL[Ri
1 h ra Jh
' "U I F. ' t a . ?i
es pn I'd U D G.
eyraf s. G o n e moo I dairy ? e
h s p $7 3 RI 0! g h OE `yrve?
h o r -; I d "dl .live ?rvFd
c 000. S° l c t of h !ih 'FP enh irtgwo/I
mere. h mot i d 6a a ( rh /? y
< / ?ed: J d ?!F a ^h i r.he Plms
e r s"rc ri dot fra'ghr e9ge Pe .-mce sliali
_ t! 4' O/et i p mI
C ,o f6N? '9 ed Ili llf C'a eY p eparB a a
n r h k case is Y any, etwi gra .l r ma`eral "e „ill
dM ! '... rat q I ',g h p .cart fw'urg.
262 f e sf r (-R. U't, 6 cr is ? dB°o'rrJls-
I e CL'? F7 ? fs g oils ons tmd I n U p;oeed
h ne ingmeers pear. dm ' gs r eC l ore shill
t t k ? set f he P r s h r Inc and diode
s IU f/d- n al i n „'m b'N 6"
r real F a A n n m or / ,t gap sboll
b a°d beLvee he ( g ;d r e b f -7 he
Z A: tc^l .q h :a 1, Pe 9p i Ibe
led er l ra Tc tlnd n t U Trot
c n, f ? 0 : Ga ! f d ? e?aa r an„
s ,,..r q .;i a`ure, and a+??
1> ? _ /
r : o rL el ,c f Ned P nil by Lva ?I.
d PnsG ?R Id ?? c 78?. t _
/8 F f; b ? 1 ,ol d mot
tl pr t ap ve d o oh he f lhi
r pall, o I '. A , er om?aGD!e
a wrap t led 1. be uF?I d
m.ncn mdtn / rr n § s pr rocs de I m .b?nl
r ' ' P .hut fh ? f? P 68e by
r SS >r'L 'A Ki7 rP RA ' A' l4A by l,+A
!F JAIlL 1CIURIh v r q - e u / 'F ,S
? o? ed un ua v/ r rr h D tl e
G 'E ec( o ss h: p a(n ', a s :' e
pvn s !.. btR Brr a ey r ap s -alt in e
ov o- b na, o, sx ,r a vg wg Poe
rra 'o d
?? t he -t b -nCcL R ru'i
a ea.:4 0 rI rCR sr'r a d 'h aI si - "?c
eaf d -' d B ;. pro r or e e l led,
b ee the ' CJ tP ni ah 7e ?; g,ra
r mW' es n n,ls r y fl:'b o?
d N a
r r a rN;ll:. ,p a:.;n, s.,rs ,h , ne waa? f°
:aep rAe ;;xnl amp r, ill pmc.r lacatian cur fhe are(.
r. , Backl 3 rk. I sh Y s 1 d o ? o
(, d -. b km ! tlrr. e+i Gil .('t( ( rt7
h n t f r 7/cn'ions / r
.xcam rc.. oa, o r , rron cnc embana - I d to p
s(n,,,rren, / .ply ere.,.,; o ce , n s
r4a bocvlll ,harl De p%ar -;:nsr mh show/al e@meafs an ::h. „mr ucen - ..,. .,e.,??...
Bpckh7 a o a anp o ea r ne ?, giheu.
g ?rG IN halls rflt,y t a g fh ar. a grnafer al
Mech ! p Pry rn : ? d' .
cape tt e i d h! F/ a as ',,
? 4 ? L s/
Me deW Ili 4r C. JA bprlh h J r 5?
?lacea Its l egdt ! o ( re ? ?,r B k ? ? e ,n wn D ' go e/o 1 hGlsbe
Me S,LKRT u?ntl t is c..rea .v a de (h ; >ne ? Y ?' to w ps,enl n l of ' sp ofd ' n's rn-ea ar ove?
p n/s f/ esrsn l'P ' a t 'r h n C"
Loh(w ght 1. dy y p to U'VFP'
roving qy;. -t!I e. 7 ?9 ?f f p ?0 5 vfn
a s 1, d a p
grealery ,n 7r-pu'r t ?g essr d yn-o 's.ho x ee. _s
iii exr s n' the design ? v r.52C cr HS?e 'o ?? anal yu?rsnt yym+iag
P f Y r :J1r R rs sapo,avdd Dy CC,r/SPAN.
5ny a .IltiMar 'u' Oad Sun u f °x.a Nfian egLired a ? ..,e f ' ?r r Shall e made a,
NiB pro rCet 2A5 mJP r i..,o,a Cv.S( '.o
Ae o preco t oa ogpn7sf : a , b„ianad sfie?ses !n ohe L Vi4 , 'sh_n plecno Gucxllll ci no t rn, . '
Pween .he her'ghrs of ml,- appos'te sides p(ihe CUL'vfR! exceed yq", ail se diBmence
BoHrlilrn Irwt o7 wmgua'?, i,ol a tuned . uund;nes i?awn: 'iB p/mrs
FG r FEght. ) r IZ (N b C d ? 0 ? Y e? I' rJ D GtII ? Cf 00 ' 7 y a ? -as bEen n0 d4lafea Vd(h .;m(l
,wrev by '7CtG C.rL ys" C r J e ? r.
' irs x ,ir.lPded coet ., n - 9 =i h '. ilea ; +n sr h ,recall
a Y 4 p arec/s rr JI hey4/ dzr Z :'?xr has n os red ran `w c own "or>,i to
funned gzae),
16.16. QUgL1?ANC?
n a tm shun d t p'a aw 'h f Jn a ( eth
M h CA W I"lr C t N Nanucc ecvsfs sAOll rn_rt .: qa
S f !6 r 16 .
rf atrc, TI r dDy th
' ast/Pr f Heil ?oar.rele t Pon Ce; /ict'ien
Prayymn or ne T abwrai Pie,;a c cret Asa ufmn's
- i Cerf c t. P a a p d ?. pledrehD-
,, ? M, r d c vexed y (5 fi P on-
b 2 7 ? !'Irrofia x r ?
??' 1?Aaho r/F
7 97 TM P !B u 4. i! b A
9 F d-'s,un:"a o r 5 _ £ owr.?-,
f7'0e P fad ? a JT ]th 2E,Ba 5. de h" ? Idm r
sh I ? n't/ rot r d u 7 a' I' I , /
papa lm Icr r. ;h nder. resDg aa?cr saaid,J V'_r-I" YY
> u„if
ma u.g s gn?lN?ss L_ \ I I ?
reyo r r'bed v ? d. a '.' D I ?' r
ebU fyo 5 Peen r„Q C. paa,_ty prodrefs
zoo s S
? rv1J, loan>G _ ?¢?rds?
.- The Pscas(er snarl sh v ^hoi the l'lawrn ??w6c °DOaq ? ?
' 9 (elf' Wt nav° oat cab 1
or ed. .r 'h r ! 'M car _ .g °p$mCOOd?a s?
? °n ? ?d9
s;ovda?s'tlco cd . ?prl D: parrpmned ra n?oa° cacao cov° wt ?
ace 150 =,.D`c yards v p'occd, ui not ?e? ?
es 1 I/y ( :rile' .s °46e9 f'
del c h §d o 0 wv m L,mr o
d 2 An sonlm ? o? '> lido
Ean/A:rre
!fi n s r, InRyf
o. -d %he rr c tr shJl pr . d m..nfa(Ln es s , ,:r;g ?, ? \
e0/r I 5 hl> s -u.ar ?' PaR G ,a
?_ ? requasL --,.rear
< d a!a a ? ? p ! whBa fm u?NCwAU sACF?It REODiREMENrs
P ? ty :ors ?peBli e D,.ng
.??wuloctcred
1-'NdC OESC2P. ut ifAAHi7D !„ <3-g[,
e
e 1n Ip, Psrc st Passing pd9k
sir'
J S ? .
- '- J_2
- -

N 0 q
B ? -
J g
0 x
ar. <5 ma
r7 na
ra rshus u. tracfm calling . x .,,, . : 3 nax c, n,er .,a rm,z =ff min.
r a
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