20021106 Ver 1_Complete File_20020710

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y
Ms. Marry C. Murry
Charlotte Stormwater Services
600 East 4th Street, 14th Floor
Charlotte, NC 28202
Dear Ms. Murry:
November 19, 2002
Subject: Stormwater Drainage
Marsh Road Area
Mecklenburg County, NC
DWQ# 02 1106
This Office is in receipt of the plans dated September, 2002 for the stream impacts in the subject area
submitted to the Division on November 13, 2002. Staff from the Wetlands Unit reviewed the plans and found
them acceptable. Please note that this approval is for water quality purposes only and shall not be construed
as an approval of the design for outlet structure integrity, public safety, or flood attenuation purposes.
If you have any questions regarding this matter, please contact Mr. Todd St. John at [phone].
H. uorney
ands Unit
cc: Mr. Todd St. John, Wetland
Mooresville Regional Office
File
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
North Carolina 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)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
CITY OF CHARLOTTE
E Q;LNSERING DEPT. AND PROPERTY MANAGEMENT R
600 EAST FOURTH STREET
CHARLOTTE, NC 28202-2844
TEL [phone] FAX [phone]
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SIGNED DATE
RECEIVER: WRITE REPLY, DETACH STUB, KEEP PINK COPY, RETURN WHITE COPY TO SENDER.
? Nj A T? Michael F. Easley, Governor
Q R William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
7 Alan W. Klimek, P.E. Director
Division of Water Quality
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September 12, 2002
DWQ# 02-1106
Mecklenburg County
Ms. Mary C. Murray
Charlotte Storm Water Services
600 East Fourth Street, 14th Floor ??y?
Charlotte, NC, 28202 17t.A f 7
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Ms. Murray:
You have our approval, in accordance with the attached conditions, to permanently stabilize 748 linear feet of intermittent and
perennial streams in order to construct the Marsh Road Area Storm Drainage Improvement Project, as described in your application
received by the Division of Water Quality on July 10, 2002. After reviewing your application, we have determined that this fill is covered
by General Water Quality Certification Numbers 3376 and 3353, which can be downloaded from our web site at http://h2o.enr.state.nc.us.
This Certification allows you to use Nationwide Permit Numbers 3 and 13 when issued by the U.S. Army Corps of Engineers. In addition,
you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and
Erosion Control, Non-Discharge and Water Supply Watershed regulations. You should send an application to the Division of Land
Resources for their review of your project under dam safety rules as well as erosion and sediment control. Also this approval will expire
when the accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project, you must
notify us in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner
must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification and the additional conditions listed
below:
1. Equipment used in the stream shall be in good working order and be free of oil leaks and drips. Equipment shall be checked
daily for leaks and drips;
2. All instream work shall be conducted in the dry to the extent possible;
3. Final plans illustrating the exact locations and methods of streambank stabilization and culvert extensions and replacements
must be approved in writing by this Offic,) before any stream or stream bank impacts are conducted;
4. You 4re required to return the attached Certification of Completion form to notify DWQ when all work included in the 401
Certification has been completed.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days
of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 1508 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 Mike Parker in our Mooresville Regional Office at 704-663-1699 or Cyndi Karoly in Raleigh at 919-733-1786.
ly,
qnc
U
Klimek, P.E.
T
N"
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone] Customer Service
1 800 623-7748
o`'oF W A r?Rp?
65

September 12, 2002
DWQ# 02-1106
Mecklenburg County
Ms. Mary C. Murray
Charlotte Storm Water Services
600 East Fourth Street, 14'h Floor
Charlotte, NC, 28202
APPROVAL of 401 Water Quality Certification with Additlonal Conditions
Dear Ms. Murray:
You have our approval, in accordance with the attached conditions, to permanently stabilize 748 linear feet of intermittent and
perennial streams in order to construct the Marsh Road Area Storm Drainage Improvement Project, as described in your application
received by the Division of Water Quality on July 10, 2002. After reviewing your application, we have determined that this fill is covered
by General Water Quality Certification Numbers 3376 and 3353, which can be downloaded from our web site at http://h2o.enr.state.nc.us.
This Certification allows you to use Nationwide Permit Numbers 3 and 13 when issued by the U.S. Army Corps of Engineers. In addition,
you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and
Erosion Control, Non-Discharge and Water Supply Watershed regulations. You should send an application to the Division of Land
Resources for their review of your project under dam safety rules as well as erosion and sediment control. Also this approval will expire
when the accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project, you must
notify us in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner
must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification and the additional conditions listed
below:
1. Equipment used in the stream shall be in good working order and be free of oil leaks and drips. Equipment shall be checked
daily for leaks and drips;
2. All instream work shall be conducted in the dry to the extent possible;
3. Final plans illustrating the exact locations and methods of streambank stabilization and culvert extensions and replacements
must be approved in writing by this Office before any stream or stream bank impacts are conducted;
4. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401
Certification has been completed.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days
of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, 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 Mike Parker in our Mooresville Regional Office at 704-663-1699 or Cyndi Karoly in Raleigh at 919-733-1786.
Sinc ely,
1 I
Klimek, P.E.
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
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
Customer Service
1 800 623-7748
Tardy Projects as of September 6, 2002
County DWQ# Project Regional Office CO staff CO Received Drop Dead
Date Date
Mecklenburg 021106 Marsh Road Area Storm MRO Todd St. John 7/23/02 9/20/02
Drainage Improvement
Project
Durham 021186 Bay Point s/d RRO Cyndi Karoly 7/25/02 9/22/02
Johnston 021182 Waverly Point s/d Section RRO Cyndi Karoly 7/25/02 9/22/02
IV
Wake 021169 Highcroft P.U.D. RRO Cyndi Karoly 7/23/02 9/20/02
Dare 021128 Kitty Hawk Landing WARO Bob Zarzecki 7/15/02 9/12/02
Association, Inc.
Variance Requests:
Charles and Barbara Becker, Neuse Minor Variance received 7/23/02
JUL-23-2002 14:51 CHARLOTTE ENGINEERING DEP P.01
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City of Charlofte
Engineering & Properly Management
600 E_ Fourth Street, Charlotte, NC 28202-2844
704-336.2291 fel hone
704-3364586 fmc
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Charlotte-Mecklenburg
STORM r,
WATER
°^ .. Services -
July 5, 2002 ?
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J
' Mr. Steve Chapin FIL E Cop WETLANDS
U.S. Army Corps of Engineers WATER LI S !
Regulatory Field Office
' 151 Patton Avenue, Room 208
Asheville, NC 28801
' Subject: Pre-Construction Notification for Nationwide Permit Nos. 3 and 13
' City of Charlotte Storm Water Services
Marsh Road Area Storm Drainage Improvements Project
Charlotte, North Carolina
CSWS Project No. 512-00-057
LAW Project 30100-0-0369, Phase 12
Dear Mr. Chapin:
' On behalf of the City of Charlotte Storm Water Services (CSWS), enclosed please find a
' completed Pre-Construction Notification (PCN) Joint Form (Attachment A) with accompanying
figures (Attachment B) for Nationwide Permit (NWP) Nos. 3 and 13 for the above-referenced
' storm drainage improvements project. CSWS has retained Law Engineering and Environmental
Services, Inc. (LAW) to provide permitting as well as design/engineering services for this
' project. This PCN is being submitted to the U.S. Army Corps of Engineers (USACE) in
accordance with the requirements of Nationwide Permit (NWP) No. 3 (for maintenance activities
' with new or additional riprap placement) and the requirements of NWP No. 13 (for bank
stabilization activities in excess of 500 feet in length). This submittal is the product of a
' cooperative effort between CSWS and LAW.
CSWS has proposed the Marsh Road Area Storm Drainage Improvements Project, located on
' Little Hope Creek and associated unnamed tributaries, in an effort to eliminate flooding of
streets and structures. The existing local drainage system experiences streambank erosion
' problems, as well as street, house, and yard flooding. To address these problems, CSWS has
proposed storm-water conveyance improvements, involving culvert replacements and
' streambank stabilization at various locations within the study area. Completion of the proposed
storm drainage system improvements project will result in potential impacts to approximately
1 To report drainage problems: 336-RAIN
11, , 1 0 nn mnrrlnd ,c;u v,

1

Marsh Road Area Storm Drainage Improvements Project - NWP Nos. 3 and 13 July 5, 2002
CS WS Project No. 512-00-057
LAW Project 30100-0-0369, Phase 12
jurisdictional stream channel, including 670 if of spot repair (i.e., involving small channel
segments typically ranging in length from approximately 21 If to 100 If) streambank stabilization
using riprap and 78 if of bank stabilization using gabions. Streambank stabilization activities in
jurisdictional waters of the U.S. will be completed pursuant to NWP No. 13 - Bank Stabilization.
CSWS will also conduct minor maintenance activities, such as culvert and pipe system
replacements at 1 1 separate locations within the study area in order to bring these structures into
compliance with current design and safety standards. Culvert/pipe system replacement and
maintenance activities in jurisdictional waters of the U.S. will be completed pursuant to NWP
No. 3 - Maintenance.
The proposed project area is located in Charlotte, North Carolina approximately three and one-
half miles south/southwest of downtown Charlotte and includes the upper reaches of the Little
Hope Creek watershed. The project encompasses the Sedgefield, Colonial, and Ashbrook
Clawson neighborhoods, and is generally bordered to the north by South Boulevard, to the south
and west by Scaleybark Road, to the south by Woodlawn Road, and to the east by Marsh Road
(Figure 1, Attachment B).
Project Background
The Marsh Road Area Storm Drainage Improvements Project is a City of Charlotte Capital
Improvements Project (CIP). The City of Charlotte CIP program addresses large, complex,
costly, and interconnected drainage problems. These drainage problems generally may include
structural flooding, erosion, and infrastructure failure or code compliance. Occasionally, many
storm-water drainage problems will be evident in one geographical area. These individual
problems are grouped together so that the CSWS can repair the problem as efficiently and as cost
effectively as possible. CIPs require extensive planning, detailed design, easement acquisition,
and construction, and take approximately two to three years to complete from the planning stage
through construction.
The Marsh Road CIP project area includes approximately 5,200 linear feet (If) of stream
channels within a largely residential area. The principal stream channel in the project study area
is Little Hope Creek, a tributary of Little Sugar Creek (North Carolina Division of Water Quality
[DWQ] Stream Index Number 11-137-8-3).
2

1
Marsh Road Area Storm Drainage Improvements Project - NWP Nos. 3 and 13 July 5, 2002
CS WS Project No. 512-00-057
LAW Project 30100-0-0369, Phase 12
The majority of Little Hope Creek is a perennial channel that flows southerly through the project
area to its confluence with Little Sugar Creek, approximately 10,000 feet south of the project, in
the lower Catawba River Basin, Sub-basin 3-08-34. Little Hope Creek is the principal surface
water feature proximal to the project area. The National Wetlands Inventory (NWI) Map [U.S. Fish
and Wildlife Service (USFWS), 1991 ] classifies Little Hope Creek as a palustrine forested, broad-
leaved deciduous, seasonally flooded wetland (PFOI C), beginning just south of the project study
area. The NWI Map does not classify the unnamed tributaries to Little Hope Creek in the project
area. As tributaries of Little Sugar Creek, Little Hope Creek and its tributaries have been
characterized as Class C waters by DWQ.
Little Hope Creek has been historically impacted by channelization and periodic urban storm-
water runoff. Riparian buffer width and vegetative species composition vary considerably along
most stream channels in the study area and have been historically affected by residential
landscaping.
Jurisdictional Waters of the U.S.

Field assessment activities in January and February 2001 allowed determinations to be made
regarding existing water resources. Based upon this field review, approximately 5,200 If of
jurisdictional stream channels were identified within the project area. No wetland areas were
identified within the anticipated construction limits. The existing stream channel network is
composed of Little Hope Creek and four of its tributaries. From upstream to downstream, these
tributaries enter Little Hope Creek in the following sequence: Colonial Tributary, Unnamed
Tributary No. 2, Unnamed Tributary No. 1, and Selwyn Farms Tributary (Figure 14, Attachment
B). The field review included stream assessments at seven of the culvert/pipe
replacement/maintenance activity locations utilizing the USACE Intermittent Channel Evaluation
Forms and DWQ Stream Classification Forms (Attachment Q. The four remaining culvert
replacement/maintenance activity locations were on obvious perennial channels, as were the
majority of the streambank stabilization locations, therefore no stream assessments were
conducted. In addition, LAW conducted three stream assessments at proposed culvert/pipe
replacement locations on channels determined to be non-jurisdictional, ephemeral stream
3
Marsh Road Area Storm Drainage Improvements Project - NWP Nos. 3 and 13 July 5, 2002
' CSWS Project No. 512-00-057
LAW Project 30100-0-0369, Phase 12
' channels. LAW also conducted a stream assessment at a streambank stabilization location on the
intermittent portion of Little Hope Creek. The remainder of Little Hope Creek was determined
' to be perennial.
' The purpose of the stream assessments was to distinguish between non jurisdictional ephemeral
streams, and jurisdictional intermittent and perennial streams. Jurisdictional intermittent streams
were further categorized as "important" and "unimportant." Those streams designated as
perennial are considered important by the USACE and meet DWQ's definition of perennial (i.e.,
confirmed presence of fish, crayfish, or shellfish). The USACE provided field verification of
' these determinations on March 15, 2001. Representative photographs of the stream channels are
included in Attachment D.
Alternatives and Avoidance/Minimization
' Several alternatives were considered for the proposed streambank stabilization activities and
' culvert replacement measures associated with the Marsh Road Area Storm Drainage
Improvements Project. To determine appropriate methods for addressing the existing storm
drainage inadequacies resulting in streambank erosion and flooding, the project area and existing
storm drainage system were evaluated by CSWS, in cooperation with LAW. Little Hope Creek
' and its associated tributaries were evaluated to determine appropriate measures for streambank
erosion control methods. Among the options considered were bioengineering methods as well as
the use of riprap and gabions, in conjunction with the removal of urban debris from the subject
streams (Priority IV restoration). Priority I, II and III restoration methods, as well as a no-action
alternative, were also considered. CSWS also considered a variety of culvert maintenance/
replacement alternatives (to address flooding concerns), including culvert extensions, riprap
inlet/outlet protection, headwalls/wingwalls, and natural bottom arch culverts.
The project area poses a number of challenges, including an established riparian habitat along
' many portions of the streambank, steep vertical banks located along the project corridor, as well
as urban constraints, namely the proximity of residences and private property along the targeted
culverts, pipes, and streams (Attachment D, Photographs A - F). In addition, property owners
expressed concerns over potential losses of trees and canopy cover. Taking into consideration

1

Marsh Road Area Storm Drainage Improvements Project - NWP Nos. 3 and 13 July 5, 2002
CSWS Project No. 512-00-057
LAW Project 30100-0-0369, Phase 12
these constraints in the project area, impacts to Little Hope Creek and its associated tributaries in
the project area are unavoidable to accomplish the proposed necessary improvements.
Alternatives for Streambank Stabilization/Enhancement
Priority I, II, and III restoration approaches are not feasible options primarily due to constraints
such as the proximity of homes and other structures to the channel in the project area. Priority I
restoration typically re-establishes a channel on the previous floodplain. In urban settings where
structures are located within the former floodplain, Priority I restoration is not feasible because it
would result in flood damage to existing urban development or would require the relocation of
existing structures. Priority II restoration typically involves re-establishment of the floodplain at
or above the existing flood elevation. If Priority II restoration were implemented, a new channel
would be excavated within the existing bed and the existing bed would be utilized as a
floodplain. The resulting increased sheer stress and velocities would require the upper banks to
be sloped and stabilized to reduce erosion during flood events. Priority II restoration is not
feasible as a new channel cannot be excavated in the existing narrow bed because residences and
other personal properties such as fences and sheds are located within 75 feet to less than five feet
of the top of the existing channel bank. Priority III restoration also typically requires the channel
to be excavated to achieve the desired dimension, patterns, and profile. Additionally, Priority III
restoration sometimes requires widening of the channel. Widening the channel would be limited
by the close proximity of residences. Due primarily to urban constraints, Priority W restoration
was concluded to be the preferred option for the proposed channel stabilization project.
Soil bioengineering is a relatively un-intrusive, low-impact technique that utilizes plants to re-
establish natural streambank protection that has been damaged or lost. While soil bioengineering
is generally the most desirable streambank stabilization method with regards to aquatic and
wildlife habitat, the use of vegetation alone to stabilize the streambank in the Marsh Road project
area is not practical due to the proximity of residences, personal property, and steep vertical
banks located along the project corridor (Attachment D, Photographs A - F). Additionally,
grading that would be required for sloping of the bank would result in a loss of existing
established vegetation along the top of the streambank. Riprap will be used to stabilize the
strearnbank at selected locations along Little Hope Creek. The amount and size of riprap will
5

t

Marsh Road Area Storm Drainage Improvements Project - NWP Nos. 3 and 13 July 5, 2002
CSWS Project No. 512-00-057
LAW Project 30100-0-0369, Phase 12
vary based upon calculated levels of shear stress, but will be less than I cubic yard per linear
foot.
Alternatives for Culvert Replacement
Several alternatives were also considered for the proposed culvert replacement activities. At the
culvert replacement/maintenance locations, alternatives considered included culvert extensions,
riprap inlet and outlet protection, headwalls and wingwalls, and natural bottom culverts. Initial
plans considered culvert extensions of 50 If at two locations along perennial sections of Little
Hope Creek (Hollis Culvert and Hartford Culvert 2). In addition, initial plans considered riprap
outlet protection of 501f at these locations. Culvert abandonment was also considered, but is not
practicable, as it would negatively alter traffic patterns within established neighborhoods.
After evaluation of potential environmental impacts, public safety issues, and financial costs
associated with these options, the recommended alternative for culvert/pipe replacement was
designed to incorporate natural bottom (three-sided) culverts at four of the five perennial sections
of Little Hope Creek and Colonial Tributary, larger-diameter pipe systems at the fifth perennial
channel location and the intermittent channel locations, the addition or replacement of several
headwalls/wingwalls throughout the project area, and limited riprap inlet and/or outlet
protection. Reference Figure 3 in Attachment B, and Table 1 in Attachment C. No culvert
extensions are proposed. Riprap outlet protection on the perennial sections of Little Hope Creek
and Colonial Tributary are proposed to extend approximately 36 if from proposed culvert/pipe
outlets.
As previously discussed, initial plans considered culvert extensions of 50 If at two locations
along perennial sections of Little Hope Creek (Hollis Culvert and Hartford Culvert 2), as well as
50 If of outlet protection at each location. To avoid and minimize impacts to waters of the U.S.
at these locations, the proposed culvert replacements/maintenance activities will not involve
extensions, and streambank stabilization utilizing gabion walls will be implemented, thereby
reducing the length of enclosed channel. In addition, riprap outlet protection has been reduced to
25 If at each location. Furthermore, the existing culverts at these locations, as well as at the
Belton Culvert and the Hartford Culvert on Colonial Tributary, will be replaced with three-sided,
6

r

I
Marsh Road Area Storm Drainage Improvements Project - NWP Nos. 3 and 13 July 5, 2002
CS WS Project No, 512-00-057
LAW Project 30100-0-0369, Phase 12
natural bottom culverts. The natural bottom culverts will improve conditions of the streams by
providing enhanced aquatic habitat, as compared to conventional culverts. As a result of these
improvements, and considering the limited length of impact in comparison to the drainage
system, as well as to the entire watershed, compensatory mitigation is not proposed for the
activities to be conducted under NWP No. 3.
No-Action Alternative
A no-action alternative was also considered for the project. As discussed earlier, if
improvements are not made within the Little Hope Creek watershed area drainage system,
continued flooding of neighborhood streets, crawlspaces, basements, and yards will occur.
Additionally, existing channel erosion will continue and exacerbate sedimentation and clogging
of stream culverts and pipes as well as threats to personal property. Ultimately, this alternative
would result in structural damage, and public health and safety concerns with continued flooding
of low elevation areas. After evaluating conditions of the decaying roadway, culverts/pipes, and
eroding streambanks, the no-action alternative was eliminated from further consideration since it
is not consistent with the project need and purpose and would fail to solve existing storm
drainage problems. The no-action alternative would allow existing stream conditions to continue
to degrade in the project area, leading to further bank erosion, downstream sedimentation, private
property loss, and public safety risk.
Impacts to Jurisdictional Waters
The spot repair stabilization of severely eroded streambanks utilizing riprap and gabions is the
recommended alternative to address erosion problems within the project area.
Streambanks within the proposed project area have become steep and eroded due to channel
incision (Attachment D - Photograph D). It is proposed that the eroding streambank be
stabilized using Priority IV restoration methods (Rosgen, 1997). Priority IV restoration is
typically implemented where urban constraints limit restoration alternatives. Priority IV
stabilization methods are used to decrease bed and streambank erosion, often through the use of
concrete, gabions, boulders, and bioengineering methods. The land needed for such
7
Marsh Road Area Storm Drainage Improvements Project - NWP Nos. 3 and 13 July 5, 2002
1 CSWS Project No. 512-00-057
LAW Project 30100-0-0369, Phase 12
improvements is minimal, additionally making Priority IV restoration appropriate for the
proposed project as urban constraints (i.e., close proximity of residential structures and
appurtenances) serve as the primary restricting factor for other alternatives.
The project corridor encompasses an established vegetative riparian habitat consisting of
' hardwood trees and herbaceous plants. Additionally, encroachments on personal property as
well as access easements were taken into account in design considerations.
Riprap and gabions proposed for this project will be used at spot locations to stabilize severely-
eroding streambanks where erosion poses an immediate threat, such as loss of property. This
technique offers sturdy support and enforcement and is feasible in that it meets the mechanical
' needs of the channel. Riprap and gabions can be utilized in areas where space is limited, such as
in urban neighborhoods where dwellings are located close to the stream channel.
The stabilization activities (detailed on Table 1 in Attachment E) will involve approximately 748
' if of stream channel (approximately 848 feet of streambank). Riprap and gabions proposed for
this prQlect will be used to build support or an abutment where erosion poses a threat, such as
' loss of property. This technique offers sturdy support and enforcement and is feasible in that it
meets the mechanical needs of the channel. Riprap and gabions can be utilized in areas where
' space is limited, such as in urban neighborhoods where dwellings are located close to the stream
channel. Gabions are necessary on one 41 If segment (82 feet of streambank) and one 25 If
segment (50 feet of streambank), each located in Reach 1, since re-sloping of the bank is not
possible due to the close proximity of private property. The remainder of the stabilization
' activities in Reach I, as well as each stabilization activity in Reaches II and III, will utilize riprap.
In addition, a gabion drop structure is proposed on 12 If of Selwyn Farms Tributary (24 feet of
' streambank) at its confluence with Little Hope Creek (Reach IV). The Selwyn Farms Tributary
outfalls into Little Hope Creek at a point approximately 4 feet above the Little Hope Creek mean
high water (MHW). The drop structure will serve to dissipate erosive energy resulting from this
grade change and will provide velocity control. The use of riprap on additionally selected
vertical banks (approximately 670 If) will provide a sturdy support to protect the streambank
' from additional erosion. Refer to Figure 4 and Table I in Attachment B and E, respectively, for
Reach numbers and locations of streambank stabilization.

Marsh Road Area Storm Drainage Improvements Project - NWP Nos. 3 and 13 July 5, 2002
' CS WS Project No. 512-00-057
LAW Project 30100-0-0369, Phase 12
While the use of riprap and gabions provides a solution to the eroding streambank problem,
' installation results in short-term impacts to stream habitat, including the suppression of
vegetation in the streambank. Joint plantings in riprap blankets will be considered at selected
' locations to re-establish a vegetative cover. Joint planting involves the placing of live stakes in
the joints of riprap (Attachment B - Figure 7). Joint plantings are intended to increase the
' effectiveness of the rock system by forming a living root mat underneath the rock and to improve
the aesthetic and habitat value of the riprap. Locations for joint plantings will be field
determined. Typical construction details of riprap and gabion placement techniques are
' illustrated in Figures 5 through 13, in Attachment B.
' With respect to the culvert replacement and maintenance activities, as a minimization strategy,
the four culverts to be replaced in the perennial sections of Little Hope Creek (Photographs G
' and H, Attachment D) and Colonial Tributary were designed to incorporate natural bottom
(three-sided) culverts, rather than implementing in-kind replacement. In-kind replacement was
1 eliminated from consideration due to the greater benefits of utilizing natural bottom culverts.
Natural bottom culverts have non-structural bottoms that allow for the restoration of a natural
' streambed. The natural bottom culverts will improve conditions of the streams by providing
enhanced aquatic habitat compared to conventional box culverts. Refer to Figure 3 in
' Attachment B and Table 2 in Attachment E for information regarding the culvert and pipe system
replacement/maintenance activities.

As detailed on Table 2 (Attachment E), the proposed elements of the 11 separate and complete
' NWP No. 3 culvert/pipe replacement/maintenance activity projects will result in unavoidable
impacts to stream channel. Impacts to perennial stream channels will range from 35 if to 42 if at
' each replacement location. Impacts to intermittent, important stream channels will include 32 If
and 12 if at two replacement locations, respectively. Impacts to intermittent, unimportant stream
' channels will range from 18 to 45 feet at each replacement location. Impacts associated with
riprap inlet/outlet stabilization resulting from implementation of required design standards have
' been minimized to the maximum extent practicable.
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activities will generally begin at the downstream project limit and will proceed to the upstream

Marsh Road Area Storm Drainage Improvements Project - NWP Nos. 3 and 13 July 5, 2002
' CSWS Project No. 512-00-057
LAW Project 30100-0-0369, Phase 12
project limit, so that increased stream flow volume resulting from pipe upsizing is
accommodated. However, minor variations may be necessary to accommodate construction
' schedules, easement acquisitions, and property owner requests. Spot repair streambank
stabilization measures will typically progress from upstream to downstream. Construction access
' and activities will take place from the top of the bank, and construction vehicles will not be
driven into the stream. There will be no adverse impacts to the stream's hydrologic or hydraulic
' performance as a result of the proposed storm drainage improvements.
The proposed project activities are necessary in order to maintain public safety, reduce
' streambank erosion and subsequent sedimentation, enhance riparian buffer areas, and protect
adjacent structures. Left in their current state, conditions at the proposed sites would continue to
' degrade, resulting in potential public safety hazards, private property damage, infrastructure
impacts, and continued impairment of the stream environment and riparian habitat. The
proposed project is consistent with CSWS's goal of maintaining and improving area storm-water
systems in the interest of community, wildlife, and natural resources. The completion of this
project will result in minimal, temporary, negative impacts to the remaining streambank and
channel, and should provide positive long-term benefits to aquatic habitat, riparian buffers, and
' water quality within the Little Sugar Creek watershed.
Regulatory Implications
' Nationwide and regional conditions for NWP Nos. 3 and 13 will be met by the CSWS design and
communicated to CSWS's contractors. Culvert maintenance activities will include measures to
' promote fish and other aquatic organism passage. USACE regional conditions for use on all
Nationwide Permits require the culvert inverts be buried at least one foot below the bed of the
' stream for culverts greater than 48 inches in diameter. Bottomless culverts and/or the burying of
culvert inverts below the bed of the stream have been incorporated in the project where feasible
' and practicable. At two locations, culverts will not be buried, due to engineering constraints.
' The project designs comply with conditions of Section 401 General Certification (GC) for
projects eligible for NWP No. 13 (NCDENR DWQ Water Quality Certification 3353). The
designs associated with the 1 1 separate and complete culvert/pipe replacement and maintenance
1 10

Marsh Road Area Storm Drainage Improvements Project - NWP Nos. 3 and 13 July 5, 2002
CS WS Project No. 512-00-057
LAW Project 30100-0-0369, Phase 12
projects also comply with conditions of Section 401 General Certification (GC) for projects
eligible for NWP No. 3 (DWQ Water Quality Certification 3376). Since the culvert/pipe
replacement and maintenance projects will result in stream impacts within the Catawba River
Basin, written concurrence is required from DWQ.
Appropriate sediment and erosion control practices, which equal or exceed those outlined in the
most recent version of the "North Carolina Sediment and Erosion Control Planning and Design
Manual" or "North Carolina Surface Mining Manual," whichever is more appropriate, will be
utilized to prevent exceedances of the appropriate turbidity water quality standard. Additionally,
project sediment and erosion control measures placed in waters will be removed and the natural
grade restored after the Division of Land Resources or delegated local program has released the
project.
As part of its Surface Water Improvement and Management (SWIM) Program, Mecklenburg
County Department of Environmental Protection (MCDEP) has established streamside buffers
for perennial waters throughout Mecklenburg County, to include the establishment of buffers for
the targeted Little Hope Creek and its tributaries. Stream buffer widths of 100 feet, 50 feet, and
35 feet have been established for approximately 1,200 If, 4,800 If, and 1,200 If, respectively, for
portions of Little Hope Creek within the proposed project area.
Following project implementation, disturbed areas will be stabilized, to comply with SWIM
buffer regulations. According to October 30, 2000 SWIM buffer guidance documentation
(Section III-E-h), projects characterized as "Drainage Improvements/Repairs for Maintenance
([including] projects completed by Charlotte-Mecklenburg Storm Water Services)" require post-
construction stabilization, but not mitigation.

I
J

1
Marsh Road Area Storm Drainage Improvements Project - NWP Nos. 3 and 13 July 5, 2002
CS WS Project No. 512-00-057
LAW Project 30100-0-0369, Phase 12
Cultural Resources and Protected Species
A letter, dated January 19, 2001, was forwarded to the State Historic Preservation Office (SHPO)
requesting information regarding potential archaeological and/or cultural resource issues in the
study area. A letter from SHPO dated March 1, 2001 indicates there are no properties of
architectural, historic, or archaeological significance that would be affected by the project.
Copies of the correspondence are included in Attachment F.
The North Carolina Natural Heritage Program (NCNHP) database was reviewed to evaluate the
potential occurrence of threatened or endangered species within Mecklenburg County, North
Carolina. This database indicated that there are seven federally and/or state endangered species
which may occur in Mecklenburg County, namely the bald eagle (Haliaeetus leucocephalus),
Carolina heelsplitter (Lasmigona decorata), Georgia aster (Aster georgianus), tall larkspur
(Delphinium exaltatum), smooth coneflower (Echinacea laevigata), Schweinitz's sunflower
(Helianthus schweinitzii), and Michaux's sumac (Rhos michauxii).
A letter requesting information, dated January 19, 2001, was forwarded to the U.S. Fish and
Wildlife Service (USFWS) to determine the presence of federally-listed or state-listed
endangered or threatened species, candidates proposed for listing as endangered or threatened
species, or of critical habitat in the proposed project permit area (Attachment G). Return receipt
confirmed USFWS's receipt of the aforementioned letter, however, as of the date of this
document, USFWS has not commented on the proposed project.
The North Carolina Natural Heritage Program (NCNHP) was contacted via facsimile on January
22, 2001 to determine the presence of any federally-listed or state-listed or candidate endangered
or threatened species or critical habitat within the permit area of the proposed project. On
January 30, 2001, LAW received a response from NCNHP (dated January 29, 2001) indicating
that they there are no records of rare species, high quality natural communities, or significant
natural heritage areas within the area anticipated to be impacted by the Marsh Road CIP. Copies
of the NCNHP correspondence are included in Attachment H.
12
Marsh Road Area Storm Drainage Improvements Project - NWP Nos. 3 and 13 July 5, 2002
' CS WS Project No. 512-00-057
LAW Project 30100-0-0369, Phase 12
1 State (North Carolina) Environmental Policy Act Documentation
' According to a 1998 memorandum authored by Coleen Sullins (NCDENR DWQ) documenting
interim stream and wetland thresholds for DWQ review under the State Environmental Policy
' Act (SEPA), projects disturbing a total of greater than 500 linear feet of perennial stream
channels require SEPA review. Since the proposed Marsh Road CIP activities discussed in this
PCN will disturb more than 500 linear feet of perennial stream channel with hard structure, these
' activities fall within the SEPA review threshold and require preparation of an Environmental
Assessment (EA) and corresponding SEPA review. An EA was prepared by CSWS and LAW,
and circulated through DENR for review and comment (DWQ Project No. 1163). DENR's
review has concluded with the issuance of a Finding of No Significant Impact (Attachment I) and
' subsequent circulation through the State Clearinghouse, concluding the project sponsor's
obligation pursuant to SEPA.

1 13

LI

Marsh Road Area Storm Drainage Improvements Project - NWP Nos. 3 and 13 July 5, 2002
CS WS Project No. 512-00-057
LAW Project 30100-0-0369, Phase 12
Closing
Your prompt decision in this matter and corresponding processing of this pre-construction
notification will be greatly appreciated. Copies of this application have been forwarded to Mr.
John Dorney of the DWQ. Please do not hesitate to contact Mary C. Murray
mkmurray ci.charlotte.nc.us or 704-336-4588, if you have any questions.
Sincerely,
CHARLOTTE STORM WATER SERVICES
-/ra'b? ( , "M
Mary C. Murra, P.W.S.
Charlotte Storm Water Services
Permitting and Mitigation Administrator

Michael A. Iagnocco, P.W.S.
Law Engineering and Environmental Services, Inc.
Principal Environmental Scientist
LI-t
?`?
MCM/MA

r'WisSION
Enclosures: Attachment A - Pre-Construction Notification
Attachment B - Figures/Approximate Waters of the U.S Boundary Map
Attachment C - Stream Assessment Forms/Wetland Data Form
Attachment D - Photographs
Attachment E - Tables
Attachment F - SHPO Correspondence
Attachment G - USFWS Correspondence
Attachment H - NCNHP Correspondence
Attachment I - FONSI
14
JUL-23-2002 14:53 CHARLOTTE ENGINEERING DEP P.Oy
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.
N/A
X11. 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.
X][11. Violations (DWQ Only)
Is this site in violation of DW Q Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
MV. 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).
Applicant/
(Agent's si
0+
Signature "Date
is valid only if an authoriza ' letter from the applicant is provided.)

Page 13
TOTAL P.09

?
_J
6?0
0
OFD--1F?4
6
i?
Pre-Construction Notification (PCN) Application Form
1
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
' (DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
I Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.army.miI/wetlands/Penn app.htm.
' The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.amiy.miI/wetlands/regtour.htm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
' Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2 o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
' applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
' should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
' Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
' regional coordinator (listed by county on the last page of this application).
1 Page 1
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.army.iniI/wetlands/nwpfinalFedRep-.pdf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2

Office Use Only: Form Version April 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.
1. 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: NWP Nos. 3 and 13
1 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:
' II. Applicant Information
1. Owner/Applicant Information
Name: Ms. Mary C. Murray, P.W.S., Mitigation and Permitting Administrator
Mailing Address: City of Charlotte Storm Water Services
' 600 East Fourth Street 14 1h floor
Charlotte, NC 28202
' Telephone Number: 704-336-4588 Fax Number: 704-336-6586
E-mail Address: mkmurray(&ci.charlotte.nc.us
I 2. Agent 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
Telephone Number: N/A Fax Number: N/A
' E-mail Address: N/A

Page 3
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Marsh Road Area Storm Drainage Improvements Project
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A I
4. Location
County: Mecklenburg Nearest Town: Charlotte
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): North of Woodlawn Road,
between South Boulevard and Park Road
5. Site coordinates, if available (UTM or Lat/Long): N/A
(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.)
6. Describe the existing land use or condition of the site at the time of this application:
The project area largely consists of single family residences.
7. Property size (acres): N/A
8. Nearest body of water (stream/river/sound/ocean/lake): Little Hope Creek
9. River Basin: Catawba
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.eni•.state.nc.us/admin/maps/.)
10. Describe the purpose of the proposed work:
The City of Charlotte Storm Water Services (CSWS) has proposed stormwater improvements
in an effort to eliminate flooding of streets and structures. The existing local drainage system
Page 4

experiences streambank erosion problems, as well as street, house, and yard flooding. To
address these problems, CSWS has proposed storm-water conveyance improvements, involving
streambank stabilization at various locations within the study area. To protect public safety
and property and to enhance the natural and beneficial functions of waterways and their
associated riparian corridors, CSWS has an obligation to the communities of Charlotte to
maintain and improve area storm-water systems. In keeping with their commitment to
Charlotte communities, CSWS has proposed improvements to the storm drainage system
within the Little Hope Creek watershed, encompassing the Sedgefield, Colonial, and Ashbrook
Clawson Village neighborhoods. CSWS has proposed storm-water improvement efforts along
approximately 5,200 If of jurisdictional stream channels. Several residences and personal
properties, such as fences and sheds, within the project area are within 75 feet to five feet.
respectively, of the top of the channel bank. The need for the project is based on the severity of
flooding and streambank erosion along stream channels within the neighborhoods. The
localized flooding and eroding streambanks are causing a threat to property owners,
jeopardizing public safety, and degrading the quality of the waterway.
To help property owners, as well as to enhance the natural benefits of the waterway, CSWS has
proposed storm drainage improvements to include the stabilization/enhancement of
streambanks through the use of riprap and gabion solutions, and the removal of unpleasing
debris, such as clothing, trash, and bicycles. Without the proposed improvements, flooding and
erosion will continue to be a problem. Left in its current state, the existing flooding and eroding
streambanks will affect public safety causing damage to personal properties and potentially
damaging private infrastructure, including buildings, and will perpetuate the continued
degradation of the stream environment and riparian habitat. The proposed project will help to
satisfy CSWS's goal of maintaining and improving area storm-water systems in the interest of
the communities, wildlife, and natural resources. It is anticipated that the completion of this
project will result in positive, long-term impacts to the storm drainage system, to the
streambank and channel, to surrounding properties, and to aquatic and wildlife habitat.
In addition to the streambank stabilization activities, CSWS plans to conduct 11 separate and
complete projects involving minor maintenance activities (such as culvert and pipe system
replacements) at specified locations within the study area. Impacts to jurisdictional waters of
the U.S. associated with culvert/pipe system replacement and maintenance activities are
necessary to bring these structures into compliance with current design and safety standards,
and are to be completed pursuant to USACE NWP No. 3 - Maintenance. Reference Figure 3 in
Attachment B, and Table 2 in Attachment E for culvert replacement details.
List the type of equipment to be used to construct the project: Backhoes, tractors, track hoes,
and dump trucks may be used for the proposed project.
11. Describe the land use in the vicinity of this project: The area in the vicinity of the subject
property consists of single family residences.
Page 5
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
No previous permits have been requested for this project.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: No additional permit requests are anticipated this time. However, CSWS will
provide appropriate notification in the event that additional permits are required in the future.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
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://www.fema.eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
Page 6

11

List the total acreage (estimated) of existing wetlands on the property: 0.0
Total area of wetland impact proposed: 0.0
2. Stream Impacts, including; all intermittent and perennial streams:
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)
Riprap and
I gabion bank 455 Little Hope Creek 10 feet Perennial
stabilization
II Riprap bank 100 Little Hope Creek 9 feet Intermittent
stabilization (Important)
11 Riprap bank 98 Little Hope Creek 10 feet Perennial
stabilization
111 Riprap bank 83 UT #1 to Little Hope 4 feet Intermittent
stabilization Creek (Unimportant)

IV Gabion drop
structure
12 Selwyn Farms
2 feet Intermittent

stabilization Tributary (Important)
List each impact separately and taenmy temporary impacts. impacts mciuae, out are not umneu to. cwverts anu associateu 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.pov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 748 If
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres)
Name Wat)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
NA

* List each impact separately and identity temporary impacts. impacts include, nut are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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): F? uplands [_1 stream F-] wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Page 7
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
VII.
Size of watershed draining to pond: N/A Expected pond surface area: N/A
Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Several alternatives were considered for the proposed streambank stabilization activities and
culvert replacement measures associated with the Marsh Road Area Storm Drainage
Improvements Project. To determine appropriate methods for addressing the existing storm
drainage inadequacies resulting in streambank erosion and flooding, the project area and existing
storm drainage system were evaluated by CSWS, in cooperation with LAW. Little Hope Creek and
its associated tributaries were evaluated to determine appropriate measures for streambank
erosion control methods. Amok the options considered were bioengineering methods as well as the
use of riprap and gabions, in conjunction with the removal of urban debris from the subject
streams (Priority IV restoration). Priority I, II and III restoration methods, as well as a no-action
alternative, were also considered. CSWS also considered a variety of culvert maintenance/
replacement alternatives (to address flooding concerns), including culvert extensions, riprap
inlet/outlet protection, headwalls/wingwalls, and natural bottom arch culverts.
The project area poses a number of challenges, including an established riparian habitat along
many portions of the streambank, steep vertical banks located along the project corridor, as well as
urban constraints, namely the proximity of residences and private property along the targeted
culverts, pipes, and streams (Attachment D, Photographs A - F). In addition, property owners
expressed concerns over potential losses of trees and canopy cover. Taking into consideration these
constraints in the project area, impacts to Little Hope Creek and its associated tributaries in the
project area are unavoidable to accomplish the proposed necessary improvements.
Alternatives for Streambank Stabilization/Enhancement
Priority I. II, and III restoration approaches are not feasible options primarily due to constraints
such as the proximity of homes and other structures to the channel in the project area. Priority I
restoration typically re-establishes a channel on the previous floodplain. In urban settings where
structures are located within the former floodplain, Priority I restoration is not feasible because it
would result in flood damage to existing urban development or would require the relocation of
existing structures. Priority II restoration typically involves re-establishment of the floodplain at or
above the existing flood elevation. If Priority II restoration were implemented, a new channel
would be excavated within the existing bed and the existing bed would be utilized as a floodplain.
The resulting increased sheer stress and velocities would require the upper banks to be sloped and
stabilized to reduce erosion during flood events. Priority II restoration is not feasible as a new
channel cannot be excavated in the existing narrow bed because residences and other personal
properties such as fences and sheds are located within 75 feet to less than five feet of the top of the
Page 8

existing channel bank. Priority III restoration also typically requires the cbannel to be excavated to
achieve the desired dimension, patterns, and profile. Additionally, Priority III restoration
sometimes requires widening of the channel. Widening the channel would be limited by the close
proximity of residences. Due primarily to urban constraints, Priority IV restoration was concluded
to be the preferred option for the proposed channel stabilization project.
Soil bioengineering is a relatively un-intrusive, low-impact technique that utilizes plants to re-
establish natural streambank protection that has been damaged or lost. While soil bioengineering
is generally the most desirable streambank stabilization method with regards to aquatic and
wildlife habitat, the use of vegetation to stabilize the streambank in the Marsb Road project area is
not practical due to the proximity of residences, personal property, and steep vertical banks located
along the project corridor (Attachment D, Photographs A - F). Additionally, grading that would
be required for sloping of the bank would result in a loss of existing established vegetation along the
top of the streambank. Riprap will be used to stabilize the streambank at selected locations along
Little Hope Creek. The amount and size of riprap will vary based upon calculated levels of shear
stress, but will be less than I cubic Wiper linear foot.
Alternatives for Culvert Replacement
' Several alternatives were also considered for the proposed culvert replacement activities. At the
culvert replacement/maintenance locations, alternatives considered included culvert extensions,
' riprap inlet and outlet protection, headwalls and wingwalls, and natural bottom culverts. Initial
plans considered culvert extensions of 50 If at two locations along perennial sections of Little Hope
Creek (Hollis Culvert and Hartford Culvert 2). In addition, initial plans considered riprap outlet
' protection of 50 If at these locations. Culvert abandonment was also considered, but is not
practicable, as it would negatively alter traffic patterns within established neighborhoods.
' After evaluation of potential environmental impacts, public safety issues, and financial costs
associated with these options, the recommended alternative for culvert/pipe replacement was
designed to incorporate natural bottom (three-sided) culverts at four of the five perennial sections
of Little Hope Creek and Colonial Tributary, larger-diameter pipe systems at the fifth perennial
' channel location, and the intermittent channel locations, the addition or replacement of several
headwalls/wingwalls throughout the project area, and limited riprap inlet and/or outlet protection.
Reference Figure 3 in Attachment B, and Table 2 in Attachment E. No culvert extensions are
proposed. Riprap outlet protection on the perennial sections of Little Hope Creek and Colonial
Tributary are proposed to extend no more than 361f from proposed culvert/pipe outlets.
' As previously discussed, initial plans considered culvert extensions of 50 if at two locations along
perennial sections of Little Hope Creek (Hollis Culvert and Hartford Culvert 2), as well as 50 If of
outlet protection at each location. To avoid and minimize impacts to waters of the U.S. at these
locations, the proposed culvert replacements/maintenance activities will not involve extensions, and
streambank stabilization utilizing eabion walls will be implemented, thereby reducing the length of
enclosed channel. In addition, riprap outlet protection has been reduced to 25 If at each location.
Furthermore, the existing culverts at these locations, as well as at the Belton Culvert and the
Hartford Culvert on Colonial Tributary, will be replaced with three-sided, natural bottom culverts.
The natural bottom culverts will improve conditions of the streams by providing enhanced aquatic
habitat, as compared to conventional culverts. As a result of these improvements, and considering
' the limited length of impact in comparison to the drainage system, as well as to the entire
watershed, compensatory mitigation is not proposed for the activities to be conducted under NWP
No. 3.
I Page 9
No-Action Alternative
A no-action alternative was also considered for the project. As discussed earlier, if improvements
are not made within the Little Hope Creek watershed area drainage system, continued flooding of
neighborhood streets, crawlspaces, basements, and yards will occur. Additionally, existing channel
erosion will continue and exacerbate sedimentation and clogging of stream culverts and pipes as
well as threats to personal property. Ultimately, this alternative would result in structural damage,
and public health and safety concerns with continued flooding of low elevation areas. After
evaluating conditions of the decaying roadway, culverts/pipes, and eroding streambanks, the no-
action alternative was eliminated from further consideration since it is not consistent with the
project need and purpose and would fail to solve existing storm drainage problems. The no-action
alternative would allow existing stream conditions to continue to degrade in the project area,
leading to further bank erosion, downstream sedimentation, private property loss, and public safety
risk.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetiands/strmgide.htm1.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Page 10
I
' After evaluation of project area constraints, potential environmental impacts, public safety
issues, landowner concerns, and financial costs, riprap installation was selected as the preferred
alternative for streambank stabilization. Stabilization efforts are to be performed at "spot
locations," thereby minimizing impacts by not affecting the entire length of the stabilization
reaches Riprap on eroding, barren banks will increase habitat structure and will reduce
' downstream turbidity. These stabilization measures will reduce streambank erosion, and will
provide positive long-term benefits to aquatic habitat, riparian buffers, and water quality.
Since the proposed stabilization efforts should reduce streambank erosion and downstream
' sedimentation, these efforts are proposed as self-mitigating.
The proposed culvert replacement efforts will largely be in-kind maintenance activities. Riprap
' inlet and outlet stabilization will augment existing riprap in many locations. Four existing
conventional culverts will be replaced with bottomless arch culverts. As a result of these
factors, the proposed culvert replacement activities should produce no more than minimal
' detrimental impacts. No additional mitigation is proposed for these culvert replacement
activities.
2. 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
t 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 htti)://h2o.enr.state.nc.us/wrp/index.htin. 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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
' Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
' 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 R
' 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 R
Page 1 1
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
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 )?
Yes r_J No M 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.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
Zone 1 extends out .w feet perpenmcuiar rrom near uanK m cnannc,; t,unc t c --. all
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.
As part of its Surface Water Improvement and Management (SWIM) Program, Mecklenburg
County Department of Environmental Protection (MCDEP) has established streamside buffers for
perennial waters throughout Mecklenburg County, to include the establishment of buffers for the
targeted Little Hope Creek and its tributaries Stream buffer widths of 100 feet, 50 feet, and 35 feet
have been established for approximately 1,200 If, 4,800 If, and 1,200 If, respectively, for portions of
Little Hope Creek within the proposed proiect area. Following project implementation, disturbed
areas will be stabilized, to comely with SWIM buffer regulations. According to October 30, 2000
SWIM buffer guidance documentation (Section III-E-h), proiects characterized as "Drainage
Improvements/Repairs for Maintenance (jincluding] projects completed by Charlotte-Mecklenburg
Storm Water Services)" require post-construction stabilization, but not mitigation.
Page 12

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.
N/A

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.
The project area is connected to the Charlotte Mecklenburg Utilities Department sanitary sewer
service.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules?
Yes [] No N
Is this an after-the-fact permit application?
Yes r-] No N
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).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
1 Page 13
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Avery Clay Jackson Polk Watauga
151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan Nati onal Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
h and Wildlife Service / National 1V
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
Division of Coastal Management
larine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
Beaufort Chowan
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Hertford Pasquotank
Page 14 1
t

1638 Mail Service Center
Raleigh, NC 27699-1638
Telephone: [phone]
Fax: [phone]
Western Piedmont Region Coordinator
3855 Idlewild Road
Kernersville, NC 27284-9180
Telephone: [phone]
Mountain Region Coordinator
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
Telephone: [phone]
Fax: [phone]
Bertie Craven
Brunswick Currituck
Camden Dare
Carteret Gates
NCWRC and NC Trout Counties
Alleghany Caldwell
Ashe Mitchell
Avery Stokes
Burke Surry
Buncombe Henderson
Cherokee Jackson
Clay Macon
Graham Madison
Haywood McDowell
Page 15
Hyde Pender
New Hanover Perquimans
Onslow Tyrrell
Pamlico Washington
Watauga
Wilkes
Polk
Rutherford
Swain
Transylvania
Yancey

C

y, t f, ??

±°n xp't
• ?C?r
1 n t
Selwyn Farms Tributary Li
V (P
%
lot
?t
t
A --, -t '? t ' ?'???
ast
?V, r'ar?
z. s
Colonial Tributary t s ?,
Unnamed Tributary #2
.k '
01,

Unnamed Tributary # I
Source: USGS 7.5 Minute Topographic Map Series: Charloue Fast, NC (1988) ILL
'i
4
Urbanized Area
r 1 Approximate Study Area Boundary North Carolina Vicinity Map
Streams 1r
Roads
Structures x V
0 Areas of Potential Streambank Stabilization
and Storm-water Improvements
Mecklenburg County
Vicinity Map
NOT TO SCALE Prepared: A H k S 113 191
Checked: MA ? E? I ?/o
G:/projects/30140Hnvironmental/Jobs/2001)0369-City SWS/12Marsh/Marsh Road Location Map3.ppt
City of Charlotte
Storm Water Services LAW
Marsh Road Area Storm Site Location
Drainage Improvements LAWGIBB GROUP MEMBER 1. 1
Mecklenburg County, NC
Project 30100-0-0369 Figure 1
Source: USDA Soil Survey of Mecklenburg County, North Carolina, Sheet 7 of 13 (1976).
N kF Soil Associations
(i Approximate Study Area Boundary
.............. Streams
0 Areas of Potential Streambank Stabilization
and Storm-water Improvements
%-f n
North Carolina Vicinity Map

Mecklenburg County
Vicinity Map
NOT TO SCALE Prepared: N K 8 319
Checked: AA hl- 8 (I`?(o (
G:/projects/30140Environmentil/John/2000369-City SVAS I'V1:r:h V1ari: kc.> v1:_
City of Charlotte
Storm Water Services
Marsh Road Area Storm LAW Soils Map
Drainage Improvements LAWGIBB GROUP.NIFAIBER A,1
Mecklenburg County, NC Project 30100-0-0369 Figure 2
. w w w w w w w w w w w w w w w w w.
1
O
q
0
C>
Q

COLONIAL TRIBUTARY
0

O
UNNAMED TRIBUTARY #2

LITTLE HOPE CREEK
0
UNNAMED TRIBUTARY #1
SELWYN FARMS TRIBUTARY
_ V
o - O
° Q
°
Q
a?
EXPLANATION L AW.
ENGINEERING AND ENVIRONMENTAL SERVICES
JURISDICTIONAL STREAM CHARLOTTE, NORTH CAROLINA
0CULVERT REPLACEMENT/MAINTENANCE SITE FLAN A
ACTIVITIES LOCATION 300 i300 CULVERT REPLACEMENT/MAINTENANCE ACTIVITIES
`? O
PROJECT STUDY AREA BOUNDARY MARSH ROAD AREA
APPRO)ai ATE SCALE IN FEET STORM DRAINAGE IMPROVEMENTS
PREPARED DA CHECKED DATE
BY EMC 11/0 l ItAA-1 8 I+/oI
JOB No. 30100-0-b369 FIGURE 3
REF: CITY OF CHARLOTTE TOPOGRAPHIC MAPS J30, K30, J31 AND K31, DATED 1996.
0
i ? ? ? ? ? ? ? ? ? ? ?¦ ? ?? ? ?? s? ??? ?

Varies
Culvert Side Wall
(Nominal) I
3'-0-
Varies
KEYED CONCRETE FOOTING
18" CLASS I RIP RAP
-.--STREAM INVERT
MVINNo
Varies
6" 2500 psi MUD MAT
(As called for on plan)

City of Charlotte
Storm Water Services
Marsh Road Storm Drainage Improvements
Mecklenburg County, North Carolina
STREAM BOTTOM TREATMENT IN
BOTTOMLESS CULVERT
Prepared: AN 113101
Checked: M AT 9/14-161
TREES NOT INDICATED TO BE REMOVED
SHALL BE PROTECTED DURING
CONSTRUCTION IN ACCORDANCE WITH PLANS
AND SPECIFICATIONS
NOTE: GABION WALLS TO BE INSTALLED IN
ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS
INSTALL
IN GABION FILLER STONE ,,?r• INSTALL SURFACE AN EQUAL MIX OF
X57 STONE.
STABILIZATION MAT SURGE STONE,
CLASS I RIP RAP
2-Q1.
0 3.
COMPACTED FILL 6.
ANCHOR PER ® UNDISTURBED r
EXIST., GROUND '.
COMPACTED FILL
CUT
INSTALL FILTER FAI3RIG
Cu'.
PLACE EQUAL MIX
OF SURGE STONE ANOJ
#57 STONE
1 MINIMUM
INCLINATION
10
6?
1
EXIST. TOE OF BANK
12"? " BASE FLOW
WATER LEVEL
FILTER F1kBRIC
SWAM
GBWI - GABION WALL IN5TALIATION Prepared: AA k 91131ol
N.T.S. Checked: MAT 81iTo1
City of Charlotte STREAM STABILIZATION
Storm Water Services LAW STANDARD DETAILS
Marsh Road Storm Drainage Improvements LAWGIBB GROUP MEMBER p 301004-0369 Figure 6
Mecklenburg County, North Carolina
A
U? bmwt
D ?T
Of BOM
E of N~
PLAN VIEW
NOT TO SCALE
EROSION CONTROL
MATERIAL (OPTIONIAl)
EXISTING CHMINEL BOTTOM
LNE SINCE DRIVEN
THROUGH RPRAP

City of Charlotte Storm Water Services
Marsh Rood
Storm Drainage Improvements
Mecklenburg County, North Carolina
BURY A MINN4W
or er UTP.)
/? ter (MN.) (TYP.)
PLANT SPACMG BASED ON
TYPE Of VEGETATION
AND SITE CONDITIONS.
SECTION A-A
LAW
LAWG)BB GROUP MEMBER
P
Prepared: A H K a/ 1310 (
Checked: MAT- ft/,4/01
RIPRAP JOINT
PLANTING
301 DO-"369 figure 7

TREES NOT INDICATED TO BE REMOVED
SHALL BE PROTECTED DURING
CONSTRUCTION IN ACCORDANCE WITH PLANS
AND SPECIFICATIONS
MAINTAIN EXISTING
DRAINAGE
n
• t
EXISTING CHANNEL BANK
H
?•? INSTALL CLASS 1 RIP RAP
1.0
PLAN VIEW WAM
P ATTERN anw6w was
O p O p FB54 - FULL BANK 5TABIUZATION TYPE 4 Prepared: AA K SI131o
Checked: mAI 8/I+ of
N.T.S.
City of Charlotte STREAM STABILIZATION
Storm water services LAW STANDARD DETAILS
Marsh Road Storm Drainage Improvements
Mecklenburg County, North Carolina LAWGIBB GROUP MEMBER AJ& Project 30100-0-0369 Figure 8

TREES NOT INDICATED TO BE REMOVED
SHALL BE PROTECTED DURING
CONSTRUCTION IN ACCORDANCE WITH PLANS
AND SPECIFICATIONS
°wI `Ul EXSTING TREES IN EXCAVATION 'AREAS
v1 ?T¢ BE REMOVED UNLESS OTHERWISE DIRECTED
MAINTAIN EXISTING
DRAINAGE
~ EXCAVATE / GRADE SLOPE
EXISTING CHANNEL BANK
1 o.
<1.0
INSTALL CLASS 1 RIP RAPH
24' MAX. THICKNESS
INSTALL CLASS 1 RIP RAP
1E' MIN. THICKNESS
INSTALL JOINT PLANTINGS ' . BASE FLOW
AS SHOWN ON PLANS
WATER LEVE
. - N
G'
PLAN VIEW
rMHR
PATTERNi?
0 FB510 - FULL BANK 5TAE31UZATION TYPE 10 Prepared: AN K 8/13/ol
N.T.S. Checked: A Al 8/1+kI
City of Charlotte STREAM STABILIZATION
Storm Water Services LAW STANDARD DETAILS
Marsh Road Storm Drainage Improvements
Mecklenburg County, North Carolina LAWGIBB GROUP MEMBER Figure 9
Project 30100-0-0369

-`--' TREES NOT INDICATED TO BE REMOVED
?.? SHALL BE PROTECTED DURING
CONSTRUCTION IN ACCORDANCE WITH PLANS
--" AND SPECIFICATIONS
Q
MAINTAIN
DRAINAGE

PLAN NEW
PATTERN
oOoO
oa
EXISTING TREES IN EXCAVATION AREAS
TO BE REMOVED UNLESS OTHERWISE DIRECTED
EXCAVATE / GRADE SLOPE
• EXISTING CHANNEL BANK
INSTALL CLASS I RIP RAP
IS- MAX. THICKNESS
INSTALL JOINT PLANTINGS
AS SHOWN ON PLANS
INSTALL CLASS I RIP RAP
H
1;OL 1.0
<1 A.
1.0
r
_p BASE FLOW
?lER LEVEL
1ww=R
sw%tw wags
FB51 I - FULL BANK 5TA13IUZATION TYPE I I Prepared: A H K 81,310,
N.T.S.
City of Charlotte
Storm Water Services
Marsh Road Storm Drainage Improvements
Mecklenburg County, North Carolina
Checked: rn AS s /14- /o I

TREES NOT INDICATED TO BE REMOVED
SHALL BE PROTECTED DURING
CONSTRUCTION IN ACCORDANCE WITH PLANS
AND SPECIFICATIONS
EXISTING TREES IN EXCAVATION AREAS
TO BE REMOVED UNLESS OTHERNASE DIRECTED
H
INSTALL CLASS 1 RIP RAP
18' MAX. THICKNESS
INSTALL JOINT PLANTING
AS SNOW ON PLAN INSTALL CLASS
1 RIP RAP
24' YIN. THICKNESS
PLAN VIEW
BASE FLOW
= PATER LEVEL
III At- 'P
LB54 - LOWER BANK 5TABILIZATION TYPE 4 Prepared: ?N K SI13Iol
Checked: M A 18 /r # (o l
R. T.37-
City of Charlotte STREAM STABILIZATION
Storm Water Services LAW STANDARD DETAILS
Marsh Road Storm Drainage Improvements
Mecklenburg County, North Carolina LAWGIBB GROUP MEMBER Project 30100-0-0369 Figure 1 1
i
FLOW
C(

_ BANK SLOPE
1.5-211:1 V

1
A BOTTOM
?--- LENGTH OF OUTFALL PROTEC1ON i
DETAIL NO. 11 0 °"b`" "`'°
PreparedlDate:
OUTFALL PROTECTION DETAIL WATEI Checked/Date:
NTS 80*ff
City of Charlotte
Storm Water Services
Marsh Road Storm Drainage Improvements
Mecklenburg County, North Carolina
TOP OF BANK
LAW
LAWGIBB GROUP MEMBER
OUTFALL PROTECTION DETAILS
Project 30100-0-0369
Figure 12
CHANNEL BOTTOM TRANSITION AT 6:1 TOP OF BANK
LENGTH OF PROTECTION "L" VARIES
E t a?n61? 69SO.O-MOC lid -
1I38W3w CMO'dJ 8919MV I eulfoJeD 41JoN 1/4unoo 6inquap aW
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Slivi3Q N0110310ad iiv-iino mvi seopueS JateM uuo;S
GUOW43 }o Aid
m vii
ale01Pa3edaJd
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= = it = i = = m = = = = = = = m m m

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)

ProjecUSlte: Gs w5 rn r Ro
Applicant/Ovrrrer. C6 * 510
' Investigator... ' a 1.
Do Normal Groumstances'Exist on the sb?
Is the site significantly disturbed (Atypical Situation)?
Is the area a potential Problem Area?
(N needed, explain on reverse.)

VEGETATION

t
(& No
Yee
Yee
Dabs: r S le 1 --j I County: Mec k Icn ur+s
StalmL N G
Community ID :
Transed 0:
Plot ID: bpi

imminent Plant Sped" S_ 4ratum Indlcator Dominant Plant Species Stratum Indkaft
Fcs arvndin?ew _? FAC- 4
Pol!-jaeng" a tictoln .14 F AC- 10,
3 HeJt& ?e ?cx V 11
I-raus sinel?_? S?S FAC_ 12
5' Coi-rws ngrit
is
T F-4 CO
e' Aar ru WLK • T fi1C 14
- iqut?ar? SrWKIrsMI T FAC? 15
e Qutrcus -p lj°s. -T- fAC 0- 1e_
Percent of Dominant Species that are OBL, FACW or FAC 719:
(excluding FAC=}. "
'Remarks: reSltlenVto-1 /ur m I&A use Vw.s olVerej r-'L60wi veyel"Hve C.'Mm"a'T
' HYDROLOGY
i
i
i
-'Recorded Dab (DeacribeIn Remarks):
_ Stream, Lake, or Tide Gauge
Aerial P11009r0phs
_ Oltiir
No Recackd Dais Available
Field Observed=
Depth of Surface WW9r.
Depth to Free Watsr in Pt
Depth to Saturated S&
Remarks: rw evrienct
> 12 (try
> 12 (h.)
> 12 (?)
.? .?J.nj ti?droL?y
Wetland hydrology Indicators:
Primary Indicatom
InurxiWad
SattixaW in Upper 12 Ind ea
Water Merits
Drift•L'ines
Sedlmwtt Depoeft
Drainage Patters In Wetlands
Secondary Indicators (2 or more required):
Oxidized Root Ch nos In Upper 12'
Water-Stained Leaves
Local Soil Survey Deb
FAC-Neutral Ted
Other (Explain M Remarks)

.iJ
` SOILIS
K•.
•. ' ?t1il
I ..
Map Unit Noma
(Series and Phase): C ob- Cer-A ?r?wn
?an? comP
I
le
X Drainage Class: e l -Jratnej

Taxonomy (Subgroup): C?ye? ;lCoo?in iliC ,
4ermic T!?(C Field Observation, •
1uu? Confirm Mapped Type? Yes No
•Protne DescriDIM:
Depth Matrix Color
Mottle Colors
Mottle Texhxs, Concretion,
it Ho (Munsell Moistl W nsell Moist) : ebundenceCkmirast Structure, elo_
D-? A _ I.s YR } s•?ay .4" Lam
e; 2-T vp, 44 Y5-/4- A ag
> 7 B 2.S 5/2 •10 Yk +1k, 259: a?a!A 1 ew r,
Hydric son In&"Wm
_ Hisbed
Histic Epipedon _
- Concrefiorr
High Organic Content in Suns ce Layer Sandy Sok
_
SuMdic Odor _ Organic:streakinp•in Sandy Sok
_ Aquic Moisture Regime _ Listed on Local Hydrkc Soils Lid
_ Reducing Condition _ Usted on National Hydric Sons Ust
_ Gleyed or Low•Chroma Coiom _ Ottw (Explain In Remarks)
Remarks: r rc . $of I F.nsen ?-
- s.t1s ?.vt beer, 1hrsV r?c..11.? r+o,i?icd . d j r?,Sldoil .lj devt?Prnen?
? rn vSbA mecMeAvr5 Ceun? u NC' S.A Surve j (1980,
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yee (Girds) (Cinch)
Welland Hydrology Present? Yes
Hydric Soils prey? Yes Is this Sampling Point Within a Wetland? Yes
Approved by
Remarks: -0^rn f 1 rn 5 P- t n ? in uC l ,,nj o.roo., no . we?" Pptye?{-'
NCDWQ Stream Classification Form

' Pw* Nao,C a w5
n?..s1, RJ River Bode Ca+c. 4 . Cousq, m-Ail-615
DWQ Projax Nth
60 NA
e
Ewlu dart Bu /A N K
-
Nearm Named Ss+
+m'Lt?
lt Latiteda: 2sy v r N.- of S*Wakm -
k
Dow I /w/o l USOS QUAI> CUaVk E-A (MV) IMOtWk W' J1 '4'1- .t b
?Dh
' ecllt
'PLEASE NOTE: rembW& mud soadowner am alp dlfh
Abe, (/4. s1. /ProJfs,tosot dra?r h a was wadr aee, dsw we ojtA4lbrw 6 wos -MO76
/rdsosw e/etrr nrharor
IAf Jfsnvt i. woo-weds AwA ar
w Sik s A -1
, gal Oa1Cf PL
,
x
a mod#W w
rOshw >A.rYsN M Dots warrt jow&w }
at" in us
Primary Field Indicatola: *k,*ow;m oh n.u.)
G
.
eomo ho AbwW W
Odfmft
1) L There A Riffl
P
l S

' e
oo
eatrenoef Q h 2
1) b The USDA Texture b Stneambsd
DlRerent From StarouWne TemW O rn 2

I

L Th f
Yw
41
e Channel Sine 0 2
S) Is Tbere As Active (Or Rdk) .
6) The ChanMl Btardedt I ?
T Are Recent An-61 r1...... ?___oe w !
9) b A Continlww bed.a Bank Prm"? 0 l
' 10) L A Order Or (rester Chansel (As Indkand
Oa Tseo Mso A
Q??'w I
1'
'
'
n
n
ieldlPas?al? I
ss.t!
PRIMARYGEOUO"ROLOGYINDICATOR POJMLA _ e.0
'Hrdroles?` Abset.t Wean
I) Is The s A Orouodw?ltr Mode ea.r.
vv 0 I
' PRIMARYHYDROL40GYINDIC4TORPOIN7S.•&_ n ! r t"ri i(? lr??
BI !RU A W
4) AM hivalws 11117
PRIMARY BIOLOGY INDICA TOR POIN7&:_,IL--
' Secondary Field Indicator rama.a m.AwpwxhW.
G?mnvrph*u Abend w
'
3 Doss T
aP°F+Pbl• Indian A -
w
SECONDARY GEOMORPROLOGYINDICATOR POINTS. L pro ?wrr t .
dr
l
A
JI
'
' ? s"? ^"1 reytsr?
r
o
on
.
Ab9md
Wak
1) b m Yeses (or Last s) Leanim
Pumps in streamwe Modauft Cer.r..

3) Arc
1 Wrack

4)'b WOW In Channel And >48 HR Shm 3
w
f
k
R
i
?
-
1 _
Ls
n
no
Ast
a
n
r
N C&nA era ' L s9 mp. SH, rYe Sea, And /l Aetarrl
' 5) b Tbers Water In Channel DrQw# Dry 0 3.
did
O
I
1 NA r t. s'34 2* "a
1
3
Cpn
ow
r
n Gmvint Scam)?
61 Aim Hvddc Soils Present in Sides Of M
(O
I
H
LS
l? Y
d NA
-
al
r
n
OU
es
ctlt
SECONDARY HYDROLOGYINDICATOX POINTS: l.s
•
W
2) Arc Amphibians Fitwat?
L
41 Art Cadish Pmwad
Sl Are Mseobendxn Preseral n .
.
_
f 2) Am Wetland Plants 1h Sv"mbed? SAV MoffdL OIBL Mostly FACW. Moody IIAC Homily EAC0 Madly WL
(* MM f 7odAbow" OIAe wre 6 sb.si.r 2 .75 3
A• Afore Sb 1k c„o r/r14?SSSAYEMUICL 0
SECONDARYWOLOGYINDICATOR POINTS.-1_
I TOTAL • ? Sero Is (?fCrsesee Th.w Or EVr.ITo At loistr 71ie. slYs? i At L~
Ia1sn111s?s?Q

INTERMITTENT CHANNEL
. EVALUATION FORM
S.A
ACTION ID IfA APPLICANTNAME t:?. M-t 56rM0.Vtr &rykF-S DATE 1 IISIo I S -i
PROPOSED CHANNEL WORK (i:e., culvert, relocation, etc.) aV1vtA- regl--Ctrr+C4
WATERBODY/RIVER BAS'IIV_ ? tNlt N.p? t"ret?e l rte. ?Ca?a a R?vcr B•si.? COUNTY/QTY_ Prlerkca1a c
RlECENT WEATHER CONDITIONS_ s o n n u to D' F l rwi r, W?? 4-
?, o u r c
P SP NP Obscr adanv Comments or Descrintiae'

Bmddc Maciv Fttvvtebtatw '
AWWbim Preae"rea ft
Alpe ADM F bqw (water godity twedog)
Wildlife Maned Un (i e. trucla, how dwk ad as)
Fodera y Protected Species (Diseoneum)
Rifna/Pool StrMUM
Stable Strambaab
'
- ? sin S?rte?m?KS 3r Iii
Channel Substrate
(i.e. Eravel, cobble. rock, coarw mood)
Rterisa CAM" Present (SF¦ t>5ft dowse)
Undercut Sw*xnnttream Habitat Strucare
'
_ hr+e, wa5`'i ? bwrtk X11 st

(7taaami
Flow In
`
- rO.t Wt?h? rc? hOV
Wetlands Adjacent Tdcen4 Whb amend aXeconeww)
Fersimteot Aoolt/Sotruaoed Fiutww '
(mdn SWO
- N
soepV0V-dVAwi Died-p (lone tblu Sept.) • _ N'A
Adjww 1Floodplaio F4lsset
Wad M&WW or DMIJod - 1 t.•-vt
X Hydrophy* Vegmdw idad•)aoeat lo dnmst - Q\e e k W i?e w LWIL'K S PP.
Important To Demesne Water Supply? Y /8
Does Channel Appear On A Quad Or Solis Map? Y /® Approx. Drainap Area: L "_g
Determination: .I
? Perennial ChanW (mop) ? Important Channel: -IF PROJECT MGR InitWt
? Intermittent Channel (Prate ? Unimportant Channel: LF I
® Ephemeral Channel (oo jcQ (attach ntip indicaortS bcatioo of impartanVtssimpataot drantret)
? Diwh Through Upland (aojd)
Evaluator's Signature:
(if other dm CO. L prvjw Metal
' NCDWO Stream Classification Form '
S
Project Name C6106'91-191, R J RiveBuk' WawLa4 Canty:p?.ok1.n1 Evdator: 61a-SANK
' DWQ Project Number: t/A dearest Named stream u wr a Ladaws: 7 r 11 r'.1' 14 spshow idk • .
/1S/01 USGS QUAD: G?rAA- a tF(na) Loo`itu k tte of' #I
Dow 1 LmatiowDirecdow SA-2
' •
-PLEASE NOM If tro&Mw & d h-i0wws -sn+ A& Act firkin k a wa*4" dkk Aa au @00" k AN xw=wY .k -rr --9M 1
tnv?e a ???e?1?.
'
t 60 "A
A. faran k a waw
d
Tt
A
l
V
o
d
W
n
d
d
w,
tina
e
aw
ar
f.4twta
e
n
t a wo
{
Ako, ?/b At Awr PeR/-Sion
? .
v
A
OM -
4 L1*%k*1\.?
ndulgttansAorYara/Mwf C"ak w'")
Primary Field Indicators: It?,eka.Ati..w.n,ru.)
d
l W
o
e
. Geomo ho
1 2
T
3
.
11 it There A Riffl -Pool eauena
2) L 71e USDA Twme In Streambed
' 3) + Nonni T rvm Pretend fib 1 3
al Is The Channel Sinus
s) is ran An Acdva (or Rabe)

' floodolain Preaend 2
6) Ii 71ke Channel 11raidedT -- 1 2
^ a
3 .
171 Are Recent Alluvial Deoositt PreserltT 0 1 X21 3
9) b A Continuau Bed 1k Bank Pr *W? 0 ® 3 - rrv?Krr?nw. Fy-t o1
]0) Is A 2 Order Or G mater Channel (Act Indicaled e?,wnntl 1 neAt?'
On Tooo May Ar1MIR Field1 Press fera3 (No-0l v nF\?a,t? WT1)1
PRIMARY GE0MORPHOL0GYINM1CAT0R POIMSf_2_ >`tMa p
1I.AYdr•olortr _ Absent Wak Modena Strove
1) b 71en A Oroundwaut•
nowlyscharx PretnRT 0
PRIMARY HYDROLOGY INDICATOR POJM&_L
' Secondary Field Indicators: xm*o.a.+arn.& w
3) Does Topography bdk M A
N¦nval Dri sae Way 0 s T 13
SECONDA.RYGEOMORPHOLOGYINDICA TORPO1M3w t_s s
11Hydro; lttr AbnW Wta.t Modentle Strove
1) b Us yeses (Or Last's) L ffiw
j0DROLOGYINDICATOR P01NTR:_J_Y_
' I) Are Wetland Piano In Streambdl SAY Me* 011. Moffdy FACW Moat41AC Mostly rACU
M
rNvm.rwdAb*=wofAtN.ebke =w '2 l .73 J 0 0
I N ed Abm Ain M &a E? MM Y
SECONDARY BIOLOGY INDICATOR POIMS: & -
TOTAL POIN7s lPrvnm + stt ondars -2 •S(IfGrtaw fl1.n -Or Eq ar•ra 12 PW.a 7bt Swsata L M L..K Inbrwltt"
PR/MARYBIOLOGY INDICATOX ruJnl
4) b water b 0Mwd And>48 IkL SiM 9 J 1 ? NA
I Ag Known Rain? t•NOM rDty+
5) b 7bare wear b Maaod Dwrilts Do 0 J 1 IJ --
r-alliemOr In (howntt NA
SeuoalT
INTERMITTENT CHANNEL
EVALUATION FORM
S A_a ?
ACTION ID ?A APPLICANTNAME t?-rXAt LernW? StrviceS DATE .111S/o1 , SA-2
PROPOSED CHANNEL WORK (i.e., cWvert, relocation, etc...). wlvrrl- rcP\-•ccrnenV
WATERBODY/RIVER BASIN 00e gopt CmA Erib. ? i?,wWiver Bwsfr• COUNTY/CITY Z=lc .Lrn
RECENT WEATHER CONDITIONS sunn!A I. Q' F l ruin UVT ?eJrS
` p Sp NP Observation Comments or Descrip9cm
Fiibrshell6ihAautaeeana Ptesat 1 ?"?s 1 At rr+ r,
Be:ttba? l? lovertcbtalss
Ampb%iaro PraeadBteediog Q sw?o.r.r ..n?t?1
Algae AwV0r Pew (waar goabty kna w) .
Wildlife awwd Use (ir. trackk foots, 4elb6 otim) t c5 ?eti?PA1 b? t?Ctel wf?M tK! es
Fede+alh' Proacad Species (Disconthm)'
RhYWPod 3MX*a
Stable snambaoly
(ya mW Sobttsls
(i.ti.'Pard, cobble, rock, course sand) 3 'r1 Vt: S tJ S rw Some. Gvi enoG
RiparianCCrwpy hesent (Vwb" closure) o e 1^.?1n ?,.n
Uadacut Bari 0nFtrew Habitie Strectw
now to Cbaaod .. C I.n,
Wedardt Adjacent TvAbDndg. With Channel (Diacwtinoa) seg. G?e` PeiR? lnt^rn' Csr ?s?a.S?
P+asisted PodsJSaouated BOOM
.i me in Saps i
NA
SeepWOonndwaur Discharge (June dun Septa "A
X,

Wrath Maarial .or Drift L1oes t
1 ewvts s?; olcs e.n, ?e b
r
Hydropi** Vegetadoo b>?adjacent In tbsttoai
i
J '
I
1
? r+,c?ls .0k7Q pua?r,nri•\ d•'t5-t•n?M'oti •
Important To Domestic Water SoPP4= Y /®
Does Channel Appear On A Quad Or Solb Map? Y/0 Approx. Drab=Xe Arw_L4 sCs - ' ;
Determined=
? Perennial Channel 0") ® Important Channel: LF PROJECT MGR Inith&b
® Intermittent Chancel (proceed) ? Unimportant C hannel:_ LP
? Ephemeral Chancel (oojd) (attach map it ng location of importandanimportaot drond)
? Ditch Through UPbW (nojd)
Evaluator's Signature:
(if other dun C.O.E. projW Marys)

1
bt-; S LrnP.cd ; 0.
- de
`
GF?wf?ne? ,from rcs
' back ?..rr?s (e•9.?
bricks ?o95? ene;n,
Ie-..ve5 pt?t.
- i
v,?
sbm-,?.,nks
' -deep Tn'ctsi?

- p1 use r1.1 Js end
' - P :Z, vs , from SA-2
1
I
1
NCDWO Stream Classification Form
ProjmNo= In.rs? RA. RiverBazWtC ,?,,,jL C-Mr. M"J<Jenbvr9 Evaluator. 8LL
DWQ Project Numbs NA Nearest Named Stream: L Af;- Latitude: SiBaaaae; iZ?f a.v
Date: -2/8/01 USOS QUAD. L.onSitude: L.om"DbWdon<: S A - 3
*PLEASE NOTE: if e bow and kodoww arm do tw fimmm is • waa-wdr ark own an of a kpm a aw aeommpj.
Also, fix At kw rrvfwsiond jm4m w of &# emkvwr, Ae fsews a a wna•wdr /kA sad not a wodVW anaod saw w- AM
ntla? gy aar shmm ad M node
Primary Field Indicators :rard.ow m.*.lwaw)
o bol AbmW Weak Shy=
11 L+Tbm A Riffle-Pool Seatteoce? 0 1 _ ru, r,
2) L The USDA Temne Io SamnA ed
!) L A Cootinum Bed A Back Pivaeat? b 1 3
l0) i. A Order Or Orester Cbnoael (As Indicamed
On Tooo MwAmlQr In mid) Pteaent? Yssw3.
PRIMARYGEOli?ORPHOLOGYINDICA7VR POINTS: I
II. H'dreloay Abno Weak' Medgmte stmw
1) L Tbee A Orarodwsw
Plow-AYwhwn Prewat? 0 n 2 3
PRIMARY HYDROLOGYINMICA7IOR POINTS: I
PRIMARY BIOLOGY INDICATOR
Secondary Field Indicators: (a.* ow m.-b. Per LAw)
3) Does Topopaphy lndlame A
Nadaal_Drainaae Wasrl 0 s fit is
SECONDARY GEOMORPHOLOGY INDICATOR POIN7S:1_
IL Hrdrolon Absent weak Moderate Stroaa
1) L M& Year's (Or Last's) Ladline
4) L Water In Chanel And >48 Hrs. Siam 0 (,? 1 1.5
LASt /lnoWA Rain? (ONOfE• CDi?d ands edmAl • ?? u? ?.o1S
5) L There Wow In Cbaaael During Dry 0 3 1 13
Condidons Or In GwvAns Season)? HA
SECONDARYHYDROLOGYINDICA TORPOINTS. µ•5
8) Are Walrod Plants la Streambed? SAV Moody ORL Moody FACW Mostly FAC M ACU Moody UPL
r JVI M fredAbmm qAa Nwa A &Mal" 2 1 .75 3 ? 0
AiNmWAbm
SECONDARY BIOLOGY INDICATOR POINTS: i
TOTAL POINTS (Prb wn + Saeondars)=2 !If Grosw 7b" Or FgwW To L Poina The Sa,.wa Is At t am /wreeniVeW)
3) L Them An Active (Or Relic)
INTERMITTENT CHANNEL
. EVALUATION FORM
ACTION ID NA APPLICANT NAME CS W S rna 4, R.-? DATE L/ E 1 5A-3
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.) s\-m rnban k S ?-? i? • zo.?-i er•
WATER BODY/RIVER BASIN L-Me Noe reek trfb, CaFvwbo. COUNTY/CITY M,. S cnbur?g
RECENT WEATHER CONDITIONS s u n n k SO - t. D' F no re.i n 0/i 4-8 ?,.,rs
P SP NP Observation Comments or Description
FiswShellfiahcrtuucans Present 1
'? bu rro uJ
Benthic Macro inert aw
Amphibians PtesentBreeding
Algae AndKk Fungus (water quality function) to i o o??rPA Oe
Wildlife Channel Use (i e. tracks, feces, shells, others)
Federally Protected Species (Discontinue) t JA
Riffle/Pool Soucun
Stable Stresrnbanlu
Channel Su' - F

rock, course sand)
(i e. gravel, cobble

br i kS ca nGre. a br•; .350
Riparian Canopy Present (SP--/>" closure)
Undercut BanisMstream Habitat Structure
Flow In Channel
Wetlands Adjacent To/Contig. With Qwrorel (Discontinue) N A
Persistent Pooh/Saturated Bottom
(June On Sept.)

A
A IA
SeepVC oundwater Discharge (June thm Sept.) 14A
? Adjacent Floodplain Present
Wrack Material or Drift Linea
v/ Hydrophytic Vegetation in/adjacent to channel
Important To Domestic Water Supply? Y/(9)
Does Channel Appear On A Quad Or Soils Map? Y /® Approx. Drainage Area: ?. '
Determination: I
? Perennial Channel (stop) ? Important Channel: LF PROJECT MGR Initials
® Intermittent Channel (proceed) ® Unimportant Channel: 1 20 o LF '
? Ephemeral Channel (no jd) (anach map indicating location of important/unimportant channel)
? Ditch Through Upland (no jd)
10?1 00,
Evaluator's Signature:
(if other than C.O.E. project Maruger) I

? (? - 4,
N,CDNV0 Stream ClassificationForm
l /I ll II'/ l
Pro.cct Manx: MG,rS 11 C River Basin: (.,Ii.??wtlQ County: MGI.k?Gn burq Evaluator.
D 0 Project Number: Nearest Named Sueam:? • opt Latitude: We ID 3S 1 Signa.Z/2 1-- ( /y4 ??'
Daw I ?• 16 US SQUAD Idt l' C r{ Lo d 51 a7 1
P LocationlTirections: ?>c?e r bcTwGL,? rd' Gxd GraysC071 Q
PLEASE NOTE: If emhuavr and bndm nrr greet thtr the jeaurr it a maw-md& &WA. Ue• rte aJ"la^^ is a0f
nerm,ary. AL",, of in (he best Prv/au(ena/ judremou of the e.dusor, w Jeaure is • mon-made Atch and nat a modifr,d
1 n"'r-,, Kew--rAlr rdNr Jp1an kw raw be war
ND 1i ?` n ' Pimarv Field Indicators: )Clrct.ontNa.berPwL.-)
??S I ?? nIS I. Geomor holo Absent W k Moderate Strong
t) Is Tliere A Riffle Pool Seouena? 0 t 2
2) Is The USDA Tciture In Strorobed 0 n 2 2
Different From Surroundine T ) / IJ
1LT ?r 3) Art Natural Levees Presents 11 1 2 3

I
S) Is Tlrcre M Active (Or Rslie)
' C?,,C- M+e FI 1 i 0
C (,I The CI c ?
i
dQ?rIS ; n 7 Are Recent Aliuvial Dc 1-7
H) I Timm II Bench l
G 1, G y, v) Is A Continuous Bed R Bank Present? tl 1 3
Y? •NI)
111) Is A 2 Orde Or Grtater Channel (As Indicated ^
Ye?3 Note d -
On Togo Man,4-44)r In Field) Preseal')
PRIMARY GEOMORPHOLOGY INDICATOR POINTS:
O S??ll Il Hvdroloev Absent Weak Moderate Strove
I) Is T)tet A Groundwater
?Flo%,/DischarecI'mcni? U 2 3
PRIMARYHYDROLOGY INDICATOR POINTS:
r l 1. Ueomor nolo
_bfy. ^O °^•
(Z° I 1 Is Thcrc A Had Cut Present In Channel') 1 1.5
DGk t a`? Ilicre A Grade Control Point In Channel? (1 1 1.5
3) Does Topography Indicate A
I?e4,,?y Naturil -Wat') 0 ? I 1.3
SECY)NDARY GEOMORPHOLOGY INDICATOR POINTS: 1.0

II Hvdroloev Absent Weak Moderate Strode
1) Is This Year's (Or Last's) Leaflitter /.1
6 t Iron , e Present? u '
i' i Filamentous AlEac c 1 1.5
A8) Are Wetland Plants in Streambed I SAY Mostly OBI. Mostly FACW Mostly FAC Moody FACU Moody UPL
1•.NUrk(rrwd Ab,enee QrAUM", In S&» bed 1 .13 .5 0 0
A' reO Abow Silo TV Stag UNLMM PPrs-r') - -
I AWCONDARYBIOLOGY INDIGLTORPOINTS: ?
n .-- - .. .- ...... -.......- ._...-
PRIMARY BIOLOGY INDICATOR POINTS:
Secondary Field Indicators: )Clrcl,()neH-bee Per Lose)
•t) Is Water In Channel And >48 Hrs. Siva a (] ' '•'
Last Known ') • r it n J9 w Au M t n! 03 A@19Xn
t) Is There Water In Channel During Dry 0 .3 1 1.3
Conditions Or Growing r1 Are Hvdric Soils Present In Sides Of Channel (Or In Headeu117 Yest].57 No-0
.1'ECONDARYHYDROLOGYINDIGTORMIMS: 4.5-
S-4- q
INTERMITTENT CHANNEL
EVALUATION FORM
,CTION 1D__.__......--- _.... APPLICANTNAME CS(-J S DATE„ ,r CC rr?Obl
'ROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.)
VATERBODY/RIVER BASIN ?1COUNTY/CITY a eALL4
IECENT WEATHER CONDITIONS ?1b (C''n A 0G` l `l ?ov/r
P SP NP Observation Comments or Description
X Fish/Shellfish/Crustaceans Present
Y Benthic Macro Invertebrates
Amphibians Present/Breeding U ew L30-0-k '0YU OD I
Srr? 4, WIC V, a G l S
Algae And/Or Fungus (water quality function)
Wildlife Channel Use (i.e. tracks, feces, shells, others) rQ GCoo4

l Federally Protected Species (Discontinue)
?(
1 Riffic./Pool Structure
Stable Streambanks

Channel Substrate
(i.e. gravel, cobble, rock, course sand)

r? 6 ?1
ea _ S- y?Q n D,
'I L f
QJ G? T O e I ??lb >7 S. 1 7 .^Q s?
x Riparian Canopy Present (SPa1>50% closure)
k Undercut Banks/Instream Habitat Structure
Flow In Channel
X Wetlands Adjacent To/Contig. With Channel (Discontinue)
Persistent Pools/Saturated Bottom
(June thru SepL)
dot O?
?C
L Secps/Groundwater Discharge (June thru Sept.) e n ?p I L ?a l' S
? Adjacent Floodplain Present e-& k
X Wrack Material or Drift Lines ea
Hydrophytic Vegetation in/adjacent to channel SG S? ?? V?.v yy
important To Domestic Water Supply? Y &
Does Channel Appear On A Quad Or Soils Map? Y / N Approx. Drainage Area:
Determination:
Perennial Channel (stop) E] Important Channel: LF PROJECT MGR. Initials
© Intermittent Channel (proceed) ® Unimportant Channel:LF
Ephemeral Channel (no jd) (attach map indicating location of imponant/unimportant channel)
? Ditch Through Upland (no jd)
Evaluator's Signature:
(if other than C.O.E. project anager)

I
I
SSA - S
?.; ?(C?ClPhtlu!/Evaltmtor. /,l ilk 1JL P
Dtt'n Projccl Number: Nearca Named Stmam:}(.??...• (le (A- Latitude: IT 10 3S Signature: ?f
:NCD1VQ Stream Classification Form
Pro'Ka'Nau,c: MG rr? CI P River Basin: Ca?G W JQ
???`? USGGS QUAD-1- " t:11 f Llongi/clde: V/o S 1.27
LocauorJDirections: L.l flse/Yl R!? ra+? l UCf le!d Gwd ooh
PLEASE NOTE: If emb nar and landowner oRrrr rhs thrJraWr u • n,an +nodr ducA, tAe„ur eJsAirJ«w, is caw
G Y) S T r e n,-,eq. Alm. IJ in the km pruJeuiowlludrrn.ar, of rhr twluvor, rhr JrsWr is a arnar,odr itch and as a a,od,Jird
natural wren-rhu rwjLV s)man,h old ad be cared"
O Co) ?e { + Primary Field Indicators: IC,sw o?. N...w Po lJ aJ
1. Geomo holo Absent Weak Moderate Strong
1 11• Therc A Riffle-Pool Seauena7 0 1 2 3
2) Is The USDA Tenure in Strsambed
a-3
t) Is T1,erc M Active (Or Relic)
9) Is A Conlitwous Bed dt Bank Proem? 0 1 V? 3
?aurc lrsed s e Nos to'111", Vlrchlnr And KTNOUT Nneonn then 5c -o•t
Ill) Is A 2' Order Or Grtaler Channel (As Indicated
On Tooo Mao AndlOr In Field) Present? Ye7-3 NLC)
J PRIMARY GEOMORPHOLOGYINDICA TOR POINTS:
I1 Hvdroloev Absent Weak Moderate Strone.
I) Is T),ae A Groundwater
?FIo IDischarac Presenl" U 1 /12:? 3
-?'r-P OL PRIMARY HYDROLOGY INDJCA TOR POINTS: 2
111. Biology
3) Does Topography indicate A
Natural Drainaee Way? 0 1 1.5
.SECYINDARYGEOMORPHOLOGY MICA TORPOINTS. e S
11. Hvdrolo¢v Absent Weak Moderate Strong
I) Is This Year's (Or Last's) Leanitter
' 4) Is Water In Channel And >48 Hrs. Since 0 1.3
Lusl nu.vn 'r ! lr h nd In 09 A rbyreSIUTN, Soap And #Jfiolern
S) Is There Water In Channel During Dry 0 S 1 1.5
Conditions Or In Growinit Season)?
6) Are Hvdric Soils Prestos In Sides Of _ ctlalmel Y.71,57 IVV_0
YEC'ONDARYHYDROLOGYINDIGTORPOINTS: (D•5
?1dG Y't11? f
S"A aft w
CG r flI
; GJG STC r vW,
e- G4
Secondary Field Indicators:(Curl.l,mN -bw Prrl,nr)
8) Are Wetland Plants In Sucambed? SAN' Mostly OBL Mostly FACW Mostly FAC Moody FACU Mostly UPL
t • !vUTE• If rmd Ah,ence UfAU Pio ar In So+awbd _ 1 73 .S 0 0
% redAho AID N-Vou UNLESS S11'PrwnPl
.VEC•ONDARY BIOLOGY INDIG TOR POINTS: ?? a S
INTERMITTENT CHANNEL s}?-S
EVALUATION FORM
?CTION ID APPLICANT NAME SO S 4rv? GIP DATE ?W/
'ROPOSED CHANNEL WORK (i.e., culVert, relocation, etc.)/ GoS4ren?+16yi/<
NATERBODY/RIVER BASIN C?7"Gw ?Q CCOUNTY/CITY ?u?Itn6r4 z
2ECENT WEATHER CONDITIONS Sin ???Nb Fa 'A
P SP NP Observation Comments or Description
X Fish/Shellfish/Crustaceans Present
X Benthic Macro Invertebrates
Amphibians Present/Breeding
Algae And/Or Fungus (water quality function)
X Wildlife Channel Use (i.e. tracks, feces, shells, others)
Federally Protected Species (Discontinue)
Riffie/Pool Structure
Stable Streambanks f ; - fG nA KS
Channel Substrate
d)
k
, course san
(i.e. gravel, cobble, roc
x Riparian Canopy Present (SP-/h50% closure)

X Undercut Banks/instream Habitat Structure r, _ ( a
'
x Flow In Channel (o
p ra-?e ?
x Wetlands Adjacent To/Contig. With Channel (Discontinue)
Persistent Pools/Saturated Bottom
(June thru Scpt.)
Seeps/Groundwater Discharge (June thru Sept.)
x Adjacent Floodplain Present
Wrack Material or Drift Lines
Hydrophytic Vegetation in/adjacent to channel C4r?X. pQi P Nr
Important To Domestic Water Supply? Y/&
Does Channel Appear On A Quad Or Soils Map? Y / N Approx. Drainage Area:
Determination:
Perennial Channel (stop) ® Important Channel: LF PROJECT MGR. Initials
Interminent Channel (proceed) [] Unimportant Channel: LF
Ephemeral Channel (no jd) (attach map indicating location of imponant/unimportant channel)
Ditch Through Upland (no jd)
Evaluator's Signature:
(if other than C.O.E. project M gar)

1

5A-4
NCDN1'Q Stream Classification Form
PruKa \211)c: ?rrh CI nr River Basin???r+w?? Couaty /"1lGKl??ur? Evaluator. ANk /J L
Dtl'Q Projcct Number: Nearest Named sucam:L- k.p( Latitude: 3S 10 3S / Signmve?;K t?
D:u,: ? /(. /D ) USGS QUAD: 6? Orbs e C-61'4 Lo*tstde: 9O Sl '27
LocatiorvDirections: Holl s a-d A^r-n
• P L EAS E NOTE: If erohwrw and,andn- o/rer shin the fewum it a rnanarwde ditcA, tier rue of dti, fans o not
nerearary. At"'. if in the Aar profonona, fwd/event of ,hr erdasor, the fedrre it • own-fade & CA and as • nrodifwd
nwnrrl main--rAW mina amen show rain k reel'
o Primary Field Indicators: rarckomiv,,obwPwLim)
I. Ceomor holo Ab ent Weak Moderate Strons?
I ) Is There A NITIe Pool Stauena? ) 2 3
f I (? ,? 2) Is The USDA Teaurt In Srteantbed
bs7' ?f t Different From Surrounding Tenain'r tl 1 -
( J) Art Natural Levees Present? D 1 2
?S CI^? allsT)rcCI>an?ere:.....? U 1 2
J r L _ I S) Is'nwm An Active (Or Relic) - 3
aA Floodolain Present? _ Oral ] 2 3
Il Hvdrologv Absent Weak Moderate Strong
C I Is Thert A Groundwater
? FIowIDischaret Present', U 1 2 3 cit
06je o
kart po?A- N
a->? r
9 ro112 w
J d;SGha?
PRIMARY HYDROLOGY INDICATOR POINTS: D
1. Ceomoroholoev Absent Weak Moderatt Strong
1) Is Therc A Head Cut Proem In Channel? D 1 LS
21 Js There A Grade Control Point In Channel? U 1 1.5
J) Does Topography Indicate A
Natural Drainage Way? U 1 1.5
SECYINDA.RYGEOMORPHOLOGY INDIC4TORPOINTS: a
?-^I J A Wrock Lines y U 1.5 18 V 1? J YY?` INd 4) Is Water In Channel And >48 Hrs. Sb= U 1 1.5
,17 )16. - ?? S) Is There Water In Channel During Dry U 1 1.5
Conditions Or In Growinp. w
at e r 61 Art Hydric Soils Praeru In Sides Of Channel (Or In Headcut)? Y. I.S No-0
/ tL?G r9 .1E(.'ONDARYHYDROLOGYINDIC4TORPOIN7S: `
G?jb
DVC,r
b,A??
I ,^ 8) Are Welland Plants In Smmbed? SAN' Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly VPL
N?{ r•.NI1T@(rraalAb,enn UfAll P,aaa In srr.aiw?.d ? 1 .75 5 0 0
A y raved Above Slla 77u] Slea UNL£SS SI Y Prwnr 1
,4ECY)NDARY BIOLOGY INDIGO TOR POINTS: C
7'nTAI
7) Is A Contitusom Bed m Bank Praenl? U U 2 3
•NII 1
lo) Is A 2 Order Or Greater Channel (As Indicated
On Tooo Mao AndVr In Field) Prescnll Yes-3 Not
PRIMARYGEOMORPHOLOGYINDIC4TORPOIN7'S: S
PRIMARY BIOLOGY IND1CA TOR POINTS: (D
Secondary Field Indicators:,Caelr Unr N-bo Por,ne)
II Hvdroloev Absent Weak Moderate Strone
1) Is This Year's (Or Last's) Leaflitter n.
INTERMITTENT CHANNEL S ~ ?°
EVALUATION FORM
CTION 1D APPLICANT NAME CS() S lL" 4 r5 k Rd cl I DATE A4 s "061
....._._.__.... -,
ROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.) u ?vC?T ?5-??1bu?? s?? ?' ?'?'? I
GGiGtJ?p COUNTY/CITY /?t!c Itnbor4 ? e-
VATERBODY/R1VER BASIN
;SCENT WEATHER CONDITIONS St,GDe ?`o a%n n ?? r y? oars
Observation Comments or Description
P SP NP
x Fish/Shellfish/Crustaceans Present
X Benthic Macro Invertebrates
Amphibians Present/Brceding
X Algae And/Or Fungus (water quality function)
X Wildlife Channel Use (i.e. tracks, feces, shells, others)
Federally Protected Species (Discontinue)

!? RiffictPool Structure
e"1 Q
?C
i
X Stable Streambanks ,,
V
eau.
Channel Substrate
y (i.e. gravel, cobble, rock, course sand)
y Riparian Canopy Present (SP-/>50% closure)

w Undercut Banks/Instream Habitat Structure
"( Flow In Channel
Wetlands Adjacent To/Contig. With Channel (Discontinue)

Persistent Pools/Saturatcd Bonom S O e? G ??
L
/
x _ (June thru Sept.) .) O
Seeps/Groundwater Discharge (June thru Sept.)
x Adjacent Floodplain Present

X Wrack Material or Drift Lines
Hydrophytic Vegetation in/adjacent to channel ??O P CC1 r?
Important To Domestic Water Supply? Y /6-9
Approx. Drainage Area:
Does Channel Appear On A Quad Or Soils Map. Y / N
e-
Determination:
Perennial Channel (stop) important Channel: LF PROJECT MGR. Initials
Intermittent Channel (proceed) E] Unimportant Channel: LF
® Ephemeral Channel (no jd) (attach map indicating location of imponant/unimportant channel)
Ditch Through Upland (no jd)
Evaluator's Signature:
(if other than C.O.E. project Man
i

[l

I

Couot .: 6. Evaluator*k IJLP
DWO Project Number: Nearest Named Stream: L •q,,pe Latitude: 3e Lb 3S Sig.,T.a;,?Irs
I G I Cl, IdLc--or-!• -• C-1
_NCUINVO Stream Classification Form
ProKa \enle: },rf? 61P Rives Basin: LL+ fW14
Daic t 01 USGS QUAD: Longs I 4/
L,oc1Jli0n/DiMW0ns:
a SU Y d\ y -PLEASE NOTE: If rah mar and landonnrr agrer than the feaarr is s roan-made alkA, that ate of dds farm is mat
nere?rant ALn?, if in the !e*s pnrfcuiorral jadarrnorr of thr er, "wer, W fewwe b • man-made itch and mar • modified
lI n 1, rrE^ A nnrarr/ Arun-•?lw rdw(barn 1Aar1d mar M rued"
nrr. Primary Field Indicators: rCrrd.Oa.Nash. Parua.)
C.aA6?
Gncue-(
c1po<td rdG<<
J ,p rf1-&4 wA
)r- y Ve I4
1"d . 0. w'
Iv' ? ? do

t
<G I G h C. K dC/•S
1
Ch:?+neyf-
Qy` l y
1. Ccomorohology Absent W k Moderate Strong
I) Is There A Riffle Pool Seauellss7 U )7 2 3
2) Is The USDA Tcstum to Strambed _
I1 Hydrology Absent Weak Moderate Strong
roundwater
1) Is Tlterc AG
Flort/Disclwr t, Presenl'' rl I 2 3
PRIMARY HYDROLOGY INDICATOR POINTS.-_0__
1. Geomorphology Ab nI Weak Moderate Strone _
I I There A Head It Prssctu In Channel'? .5 1 1.3
21 Is Them A Grade Control Point In Channel? .5 1 1.5
3) Does Topography Indicate A
Naiurdl Drainage Wav? - U 5 /l1 1.5
,SECONDARY GEOMORPHOLOGY INDICATOR POINTS, I.0
II Hydrology Absent Weak Moderate Strone
1) Is This Year's (Or Last's) L.caflitter
0) Is Water In Channel And »g Hrs. Since (V 3 1 1.5
Last no "s • ! • In Tj Slay And a
S) Is There Water In Channel During Dry .5 1 1.5
Conditions Or Growing
Y
61 Arc Hvdric Soils Pmsetn In Side$ Of Channel (Or In Hcadcut)?
SECONDARY HYDROLOGYINDIC,t TOR POINTS:?
8) Are Welland Plants In Su=mbed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPI,
t•.Nr?E: IfToa?Ahearn Of AU P1aat A Seaaahad ? 1 .75 0 0
ad AboK A,& Thtr Srea UNLESS SI YPrararr'1
.1'ECONDARY BIOLOGY INDIC9 TOR POINTS: (, C
TOTA I P01 NT.V t Prl.oara + R•rwndnn')=? (f Greater Than Or Eoaal To 19 Pointe The Sown Is At Laos
`l) Is A Continuous Bed & Bans Praenrt o r .
N(1 lu
1411 Is A 2 Order Or Greater Charuwl (As Indicated
On Tooo Mao An yr in Field) Prsmnt? Yo-3 MR C2
PRIMARY GEOMORPHOLOGY INDIC4 TOR POINTS:
PRIMARY BIOLOGY INDIG TOR POINTS: S
Secondary Field Indicators: FrKlr tla. Na. Dar Pa Lne)
INTERMITTENT CHANNEL
EVALUATION FORM
1CTION ID APPLICANT NAME GS(J S 1 ??rs n Gl ?)
'ROPOSED CHANNEL WORK (i.e., culvert, relocation, etc./)
NATERBODWRIVER BASIN ?,Gt"cc?hL. /COUNTY//CITY ck. CArf
n ?C?rr `7/ P hop r.t
IECENT WEATHER CONDITIONS n&./ CI06 /Vo ra,n J '
P SP NP Observation Comments or Description
Fish/Shcuiish/Crustaccans Present TG ,Y ty1 r Y1 '

Benthic Macro Invertebrates
Amphibians Present/Breeding
X ( a PA r Pi e S '
_ -
X Algae And/Or fungus (water quality function)

Wildlife Channel Use (i.e. tracks, feces, shells, others) '

X Federally Protected Species (Discontinue)

X Riffic/Pool Structure
r YI
- x Stable Streambanks
- L'
X Channel Substrate
(i.e. gravel, cobble, rock, course sand) - rDQGQ A+? ??-y Qt t
e?4?SQ tic..

r T 1 re

X Riparian Canopy Present (SP-/>50% closure)
LJ 0 04,L
d ,
y Undercut Banks/Insueam Habitat Structure
L.[\ Flow In Channel
? '
i
Wetlands Adjacent To/Contig. With Channel (Discontinue)
_ X
Persistent Pools/Saturated Bonom
(June thru Sept.)

t

x Seeps/Groundwater Discharge (June thru Sept.)

y
? Adjacent Floodplain Present
_ - C
y Wrack Material or Drift Lines k
-
-7 Hydrophytic Vegetation in/adjacent to channel p?,DWeC>' ?DG? ?C.T i uS
'
/v rn,,. ,r•a r /rG t o v.. QG?j G. C?„ ?-o C a N
J
Important To Domestic Water Supply? Y / N
Does Channel Appear On A Quad Or Soils Map? Y / N Approx. Drainage Area: '

Determination: '
Perennial Channel (stop) Important Channel: LF PROJECT MGR. Initials
® Intermittent Channel (proceed) L Unimportant Channel: LF
Ephemeral Channel (no jd) (attach map indicating location of important/unimportant channel)

'
Ditch Through Upland (no jd)
Evaluator's Signature:
?thw -'-
(if otheO.E. proj ect Marta

'
i

DATE v v r/ L a001

NCDNVQ Stream Classification Form
PruKa Na,,x: AG rS? L lp River Basin: 6r-44wJ ,a

Couary: AA", Evaluator. ANk 7/ J ? 0 _
D%%'() Projccm Number: Nearest Named Stream: L.4. ff L,adtude:3S )0 3S Signarure? 1644 `-t'`'
Dmc: ?/6/01 USGS QUAD: C,i r)^ffe C64 LongiOde: S'U S 1 .27
Location/Directions: 14&rl4n/d awcl Aubur,l
PLEASE NOTE: If ewWraw and landoanrr a)rrrr thu the fesum it • man-0.4de dash, then sue of this form bas
necea-7 AL",, yin the be+r On fetuonol juddenwr( of rhr ewduoor, the femwe b a malt-tale ,itch and no a modified
nnrurol srrrn--+?ie rwinj abet" should nor M need"
Primary Field Indicators: Iclss,on.x.,.b..Perua.)
I Ceomoryholory Absent Weak Moderate Strong
1) Is Thcrt A RiQle-Pool Seauencc? )? 2 3
2) Is The USDA Texture In SvarnbW
C Dilierem From Surrounding Terrains ?1 ) 2 4:22
? b ? I? !..It ?u, art Nalunl I rve•c Prrernr'1 [ ? ) 2 3 .
ptA, G.Y'e r''r/
(_.r L Peon
r pp ro • 100
CIUw?s-?re4? e?

????-;lylll?
ar+; P-C;

4'
S) Is Them An Active IOr Relic)
9) Is A Continuous Bed dl Bank Pn=nl? 0 1 2 GI)
•NI/ nk cow,d B, pilfbin dad -0.)
lu) Is A 1' Order Or Greater Channel (As Indicated
n. T....,. Ma .ndVr In Field) Presents Yer-3 Nodo
PRIMARY GEOMORPHOLOGY JIVDIC4 TOR POINTS- In
11. Hydrology Absent Weak Moderate Strong
I) Is Thert A Groundwater
Flow/Disclwrec Prrsenl'' ll 2 i
PRIMARY HYDROLOGY INDICATOR POINTS: 1 • b
3) Does Topography Indicate A
Natural Drain t ylys.i 0
SECONDARY GEOMORPHOLOGY INDICATOR POINTS:-L_S
Il Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Lasts) L.eaflitter 1-4
-?
.VECYINDARYBIOLOGY INDICATORPOINTS:

PRIMARY BIOLOGY IIVDIC4TOR POINTS.*
Secondary Field Indicators:IG e6 un.xu.bo Pv L,n.,
4) Is Water In Channel And >49 Hrs. Since a
'I I Known i 'l • r' h IndowroO In a w I And r
S) Is There Water In Channel During Dry 0 S I 1.5
Conditions Or In Growing Station)?
r u Art u n r Soils Pmseni In Sides Of Channel (Or in Headcut)? Yea 3 No-0
.SECONDARY HYDROLOGY INDIC4 TOR POINTS. 4
g) Are Wetland Plants in Strambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(• VfITE-IrT.WAb,-OfAUPA millSo. bed 2 1 .75 .S 0 0
A N' •.d Abcr• AIF rN, &#I UNLESS ? V Pruolr 1
INTERMITTENT CHANNEL
EVALUATION FORM
CTION 1D APPLICANTNAME C<r.1S M4-rS Gl?
_........... ....
ROPOSED CHANNEL WORK tic ., culvert, relocation, ettc.) J
VATERBODY/RIVER BASIN COUNTY/CITY ?ec?C L(AVkd 'e
;SCENT WEATHER CONDITIONS rt-; 1A r-r It Arr.
P SP NP Observation
I Y Fish/ShellfishICrustaceans Present
Benthic Macro Invertebrates
Amphibians PrescnOrceding
Algae And/Or Fungus (water quality function)
Wildlife Channel Use (i.e. tracks, feces, shells, others)
Federally Protected Species (Discontinue)
x- Riffic/Pool structure
Stable Streambanks
Channel Substrate
(i.e. gravel, cobble, rock, course sand)
Riparian Canopy Present (SP=/>50%closure)
Undercut Banks/lnstream Habitat Structure
Flow In Channel

1 s Adjacent To/Contig. With Channel (Discontinue)
Persistent Poois/Saturated Bottom
ru Sept.)
roundwater Discharge (June thru Sept.) r- OD D ra VC
Floodplain Present

2AAddjacent
Material or Drift Lines

'
hytic Vegetation in/adjacent to channel '
Important To Domestic Water Supply? Y /?1
Does Channel Appear On A Quad Or Soils Map? Y / N Approx. Drainage Area: '
Determination: '
Perennial Channel (stop) [] Important Channel: LF PROJECT MGR. Initials
Intermittent Channel (proceed) Unimportant Channel: LF

Ephemeral Channel (no jd) (attach map indicating location of imponant/unimportanchannel)
Vt 7K
Ditch Through Upland (no jd) u '
n
? X???
'
s Signature: G
Evaluator
(if other than C.O.E. project anager) '
/ r
sA- ?
DATE u f? ` 16?1 /
Comments Or Description
Sc/cW-cAdets-
'J ?1 t-Qf wL? rG v el 5-0 yw
1 on?l1- --

LXppose?
cf>bbllt
G ff,ve,C.oy,Lr toe,
D:nc 0(,101 USGS QUAD:L le+}c - " Longihxk"e J 1 o"
LoreuomViraxions: We r>e,- nrul Al l-IG feed
'PLEASE NOTE: if a vl unor and land,.wner rarre lhd the Jesarr if • n.an•Mm d "- ehen rte oldir form it aof
„ecn.rrY. Attn. yin the bw pnJeetionolJadaanenr eJ the ""Nor, the Jeaare b • own- tade dad and no a owdifird
nrnnrrlsnarn-?hif mina .rymen +AoriLtna lr rrrJr
Primary Field Indicators: 10-1.o..N..br P..UM)
NCEINVO /Stream Classification Form
II II'///.
PrvKn \enK: rSh L (? River Basin: ?f,. 4WOQ COnnty: Evaluator. 44 l J (_ P
D%%0 Project Number: Nearest Named Stream: ?. P? Latitude:3s la 35 Signature X? < t-
C O
1. Geomor holo Absent Weak Moderate Stronit
1) Is Diem A Riffle Pool rwicna? U 2 3
{ O G?< 2) Is The USDA Tectum In Sucarnbed _ is
6r:(-k
boTTO
ua nrd , -1 Y,?
Tok
k;0 Top,
owPi,
of c o I ve"4
S) Is There An Active 10f Relic)
11. Hydrology Absent Weak Moderate strong
1) Is Tlwc A Groundwater
FlotllDischame Presenl" 11 n 2 s
b
PRIMARY HYDROLOGY INDICATOR POINTS: L V
3) Does Topography Indicate A
Natunil DrAirwy Wayv U 1 1.5
.SECONDARYGEOMORPHOLOGYINDICATORPOINTS: I , S
\! Af W
a) Is Water In Channel And >48 Hrs. Since o 5 1 1.5
,SE(.'ONDARY HYDROLOGY INDICt TOR POINTS: S
5) Is There Water In Channel During Dry U I I.S
Conditions Or In Growing Stason)?
r, o Hi,dric c •t o t Sides Of Channel (Or In Headeu0y Yes -?S No-0
C?iAth?'?
N) ?
7) Is A Continuous Bed & Bank PresenYl v r CU '
•NIl .nk 1 • 1
111) Is A 2' Order Or Greater Channel (As Indicated
On Tooo Mao An&Vr In Field) Presents Yo-3 (, Nt
PRJMARYGEOMORPHOLOGY INDIC,4TORPOINTS: -I
PRIMARY BIOLOGY INDICATOR POINTS'
Secondary Field lndicators: ICr d. Un. Nr. D.r Po l?n.l
II Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) LeaHiner 11-11
8) Are Welland Plants in Stroambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UFL
!•Yf?EA(raolA6..ne. UJAl1 Pla,rr In $v.wwtr.d ? 1 .75 .5 0 0
A .d Abor SYio 77ur SIw UNLESS 81VPnu r•1 -- -
SECONDARY BIOLOGY INDICATOR POINTS:?o ??

INTERMITTENT CHANNEL
EVALUATION FORM
1?? -q . I
APPLICANT NAME CSL?S (/?Gr$h G?P) DATE v 5,I ?, ?,Obl
,CT10N 1D
,ROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.)
VATERBODY/RIVER BASIN COUNTY/CITY ?etk C?(, bll'
6
tECENT WEATHER CONDITIONS <..>nn L ?U ?? ?? '^ ??Gf7 9 kr-5%
P SP NP Observation
X Fish/Shellfish/Crustaccans Present
Benthic Macro Invertebrates
x Amphibians Present/Breeding
X Algae And10T Fungus (water quality function)
X Wildlife Channel Use (i.e. tracks, feces, shells, others)
Federally Protected Species (Discontinue)
X Riffle/Pool Structure
Stable Streambanks
X Channel Substrate
(i.e. gravel, cobble, rock, course sand)
Riparian Canopy Present (SP=1>50% closure)
Undercut Banksfinstream Habitat Structure
Flow In Channel
X Wetlands AdjacentTo/Contig. With Channel (Discontinue)
Persistent Pools/Saturated Bottom
X (June thru SepL)
_
Seeps/Groundwater Discharge (June thru Sept.)

Adjacent Floodplain Present
Wrack Material or Drift Lines
n Hydrophytic Vegetation in/adjacent to channel
Comments or Description
.rrLMA-P?j OVI,rvTf/-I-
J ?-G <
,,^\G re-?? r Q -
r
Important To Domestic Water Supply? Y/(N)
Does Channel Appear On A Quad Or Soils Map? Y / N Approx. Drainage Area:
Determination:
Perennial Channel (stop) ® Important Channel: ADD LF PROJECT MGR. Initials
Intermittent Channel (proceed) Unimportant Channel: LF
Ephemeral Channel (no jd) (attach map indicating location of imponant/unimportant channel)
Ditch Through Upland (no jd)
Evaluator's Signature:
(if other than C.O.E. project ager)
r ?„ i
NCDNVQttS,,trealm Classification Form
k' J Y
tLL? Evaluator. 44
ProKCt \.nK: rlC, r?Cn River B..: Ca- r~LdbV? County: /" ??ff
1 ''ff G ?-
P%%(l Project Number: Nearest Named Sucam: ? • hiofe_ L dw&: TS' IV FS, Signaturc:,?/, 7 7("G
I LL -[4r+ 26S/ ?_7 0

G-r-6 ,P
Co v rt?
rv C ` V Y,
s?l lt tit
1 ,
D:nc ? 1 L/b j USOS QUAD: n /_
J I Long'
Loatiommirections: r,& C2'7.Go/vf-r
• PLEASE NOTE: IJ rnehwor and landwwr4r agree tl?a rheJeawr u a rnan•modr dick, den we oJrAir Jorw, IF no(
rtrreuarr. Alnt, iJin the Aar PMJesrinnal jad vnnr(aJ the rroWaor, de Jretve it a nran-nrade *c* and na a n-.hfrd
nmxnl,rrean--dir nrin`JyYanshwfldOWbeoed"
Primary Field Indicators: ?cl•r+.r>MN•->°P°un.J
Strop-
1. Ceomor hol Ab ent Weak odcrate
I) Is TIKrc A Riffle -Pool Seoucncc? 0 1 2 3
2) Is The USDA Tenure In Suambed r`,
S) Is There An Active (Or
9) Is A Continuous Bed Al Bank Present? 0 1 C P
au
1.1) Is A 2' Order Or Grata Channel (Act ltndiated Ya-3 Nol
On Tooo Muo An r
PRlMARYGEOMORPHOLOGYINDIG4TORPOINTS:
11Hvdrok Absent Weak Moderate Strong
I) Is There A Orwmdwater
Flow/Disclww Present r I ui 1 2
PRIMARYHYDROLOGYINDICATORPOINTS: D
Iue a
3) Does Topography Indicate A
N. r l Drainwic Way" 0 .5 1.5
?? C 1v` s SECONDARY GEOMORPHOLOGY INDICATOR POINTS:-2-
II Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leanitter / ;
4) Is Water in Charnel And >48 Hrs. Since 5 1 1.5
• n ,wn . 7 • it h i .0
S) Is T)tere Water In Channel During Dry 0 .5 1 1.5
Conditions Or y ' S
i ---- In Sides Channel (Or In Hadcut)? Yes-1.3 No
A'ECONDARYHYDROLOGY INDICATORPOINTS:
SECONDARY BIOLOGY INDICATOR POINTS:
? -7
PRIMARY BIOLOGY INDICATOR POINTB:__?_
Secondary Field Indicators: lCnrlr tlm Nwwb°P°1?nr1
B) Are Wetland Plants In Smrnbed'i 5AV moray vow
1-NOM (Ward Abea 0fAVPlanuln Straanbd ? 1 .TS 'S 0
INTERMITTENT CHANNEL
EVALUATION FORM
APPLICANT NAME ( ? ?-J ?
SQ ---)1 J
r?,?,rs L
DATEJ?/10)
ROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.) I 't
?ATERBODY/RIVER BASIN / C4?0 w 1COUNTY/CITY /??< C?4r?ot{C
.SCENT WEATHER CONDITIONS Si, v\ y C1D, I?o r-G? ,' . ?C s 1 l g
P SP NP Observation Comments or Description
Z Fish/Shelifish/Crustaccans Present
Benthic Macro invertebrates
Amphibians Ptesent/Breeding
X Algae And/Or Fungus (water quality function)
Wildlife Channel Use (i.e. tracks, feces, shells, others)
Federally Protected Species (Discontinue)
Riffle/Pool Structure
Stable Strcambanks
Channel Substrate
(i.e. gravel, cobble, rock, course sand)
o
Riparian Canopy Present (SPs/>50% closure)
Undercut BanksAnstream Habitat Structure
Flow In Channel
Wetlands Adjacent To/Contig. With Channel (Discontinue)
Persistent Pools/Saturated Bottom
(June thru Sept.)
Seeps/Groundwater Discharge (June thru Sept.)
Adjacent Floodplain Present
Wrack Material or Drift Lines
- -
Hydrophytic Vegetation in/adjacent to channel
b w . ? C/?o
'
important To Domestic Water Supply? Y/6)
Does Channel Appear On A Quad Or Soils Map? Y / N Approx. Drainage Area:
Determination:
Perennial Channel (stop) (] Important Channel: LF PROJECT MGR. Initials
Intermittent Channel (proceed) Unimportant Channel: LF
Ephemeral Channel (no jd) (attach map indicating location of important/unimportant channel)
itch Through Upland (no jd)
Evaluator's Signature:
(if other than C.O.E. project MaYager)

?k;P4,,H- aV
CS C- r-f-4 t
e\ r4L ro(-k
S? - I
?NCEINVO Stream Classification Form
1 / 7l~,vr1?
rrvKCt ?allle: /?1,G.r'S? PA, Rive Basin: cd-, W 4 Corsnry. J"1 ttK Evaluator. ?.(G e C•l
C
gnature:
Dt?'p Projm Number: Nearest Named Stream: L •Pe rL Latittsde:3s ID 3 S Si
D:rtr. ??
1 USGS QUAD:?4? 'CG-r'? Longitude: X7 (
I A y v>?l
v I
Loration0irections: Nrr, d kl I l S
" PLEASE NOTE: If rwluww and landoa agrrr thrr tht fraarr b a m ut-owde AtcA, then we of thin form is as
rrere.rory .Alm, Yin the bar pct fesuonal jad9c w 1 of thr r,dasof, rhr fcaure O o nrru.•+nodr Alreh and wa a Paodifwd
anrarol arnrn--tAi+ ruing f)wen shorW wag be war*
IC/rs1.On.N.n.br.P<unj
Primary Field Indicators:
1. Geomor holo Absent Weak Moderate Strong
11 Is Tltere A RIHIe Pool Sequence? ] 2 3
2) Is The USDA Tc turc In Sucambed
S) Is Timm M Active (Or Relic)
'
7) Is A Conlinuous Bed & Bank Present? 0 r (Al
h d b" 1
•arl ?i oio By' DO
' Iu) Is A 2' Order Or Greater Channel (As Indicated Yes?3 Nt (r?l
Ou Tooo Mao AndVr In Field) P ai"
PRIMARY GEOMORPHOLOGYINDICATOR POINTS:

dl
11 1. Absent Weak Moderate 5trone
1) Is There A Groundwater
Flow/Discharxc Present' I 3
PRIMARY HYDROLOGY INDICATOR POINTS: I'D
3) Does Topography Indicate A
rv r l D -- Wat'1 0 S 1 ! 1.5?
SECOtVDARY GEOMORPHOLOGY INDICATOR POINTS:J
11. Hydroloey Absent Weak Moderate Strone
1) Is This Year's (Or Lases) Lcaflitter
PRIMARY BIOLOGY 1NDIC•t TOR POINTS: 3
Secondary Field lndicators: fCnd.4)-H-bo Pa L,-)
4) Is Water In Channe)And >48 Hrs. Siva LV
Last nown Rain; rwnz, 1 - n nd1
S I 1.5
S) Is There Water In Channel During Dry
Conditioru Or Growing ea
t) Arc Hldric Soils Present In Sides Of Cha-el (Or In Head Yes ?f No-O
.VECONDARYHYDROLOGYI/VDIGTORPORM: ?• S7
8) Are Welland Plants In Streambed? SAV Mostly uns, mosey n moray VAS massy rAl. ?rwvr ter.
r- NOTE- 1/ToW Aborts ufAU Ploras In S0s W ? 1 •? .S 0 0
.VECONDARY BIOLOGY INDICATOR POINTS: . - S
T /1Ti t n!1 f7\IT[•... c____?__.?-' /Iil??..r?.'rl--n. Fwun/Tn Ica P,.;-t. ,Rtr Is At L."

INTERMITTENT CHANNEL
EVALUATION FORM 1
A,( 1l ?a 1
--TION ID APPLICANT NAME GSI.J S (/"la rCh ?? DATE ?D
tOPOSED CHANNEL WORK (i.e., culvert, relocation, etc.) riUj ver? ??'rtcw ?a q
ATERBODY/RIVER BASIN COUNTY/CITY ccl tK LW??
OV4 1
ECENT WEATHER CONDITIONS SUIn?_w_?l
P SP NP Observation
Fish/Shellfish/Crustaceans Present
X, Benthic Macro Invertebrates
/ Amphibians Present/Breeding
Algae And/Or Fungus (water quality function)
Wildlife Channel Use (i.e. tracks, feces, shells, others)
Federally Protected Species (Discontinue)
Riffle/Pool Structure
Stable Streambanks
Channel Substrate
(i.e. gravel, cobble, rock, course sand)
Riparian Canopy Present (SP=/>50% closure)
Undercut Banks/lnstream Habitat Structure
Flow In Channel
Wetlands Adjacent To/Contig. With Channel (Discontinue)
Persistent Pools/Saturated Bottom
(June thru Sept.)
Comments or Description
ro- <I PC
Gv
ou ater Discharge (June thru Sept.)
plain Present LVM))A? 6 jCU b
# J E
or Drift Lines
egetation in/adjacent to channel 0,A
UV-V-/ tLWJ ? JI vv --
Important To Domestic Water Supply? Y CN) 1_
Does Channel Appear On A Quad Or Soils Map? Y / N Approx. Drainage Area
Determination:
Perennial Channel (stop) Q Important Channel: LF PROJECT MGR. Initials
Intermittent Channel (proceed) ? Unimportant Channel: ?Sr7 LF
Ephemeral Channel (no jd) (attach map indicating location of important/unimportant channel)
Ditch Through Upland (no jd)
Evaluator's Signature:
(if other than C.O.E. project Manager)

I

n - n_,,,--t QP = Qt-naly PrPcvnt NP = Nnt Present
Marsh Road Area Storm Drainage Miprovenients Jul-v 5, 2002
LAW Proiect 30100-0-0369. Phase 12
Photograph A: Bank erosion and exposed concrete fence anchor of abutting residential
fence on Little Hope Creek. Note close proximity of residence. Riprap to be used to
stabilize streambank.
Photograph B: Bank erosion on Little Hope Creek. Note close proximity of structure on
abutting residential property. Gabion to be used to stabilize streambank.
Marsh Road Area Storm Drainage Improvements July 5, 2002
LAW Project 30100-0-0369. Phase 12
Photograph C: Bank erosion on Little Hope Creek. Note close proximity of residential
fence. Riprap to be used to stabilize streambank.
Photograph D: Bank erosion on Little Hope Creek. Note established riparian coverage.
Riprap to be used to stabilize streambank.
Marsh Road Area Storm Drainage Improvements
LA W Project 30100-0-0369, Phase 12
July 5, 2002
Marsh Road Area Storm Drainage hnprorements
LAW Project 30100-0-0369. Phase 12
July 5, 2002
Photograph F: Bank erosion on Little Hope Creek and falling
fence on abutting residential property. Riprap to be used to
stabilize streambank.
Marsh Road Area Storm Drainage Improvements July 5, 2002
LAW Project 30100-0-0369, Phase 12

I ,
II

1
1I

1

1
I

1

1
1 fi
MARSH; ROAD ARE $T.QRK.D AG R ,
STREAMBAN +i-''ST,AB, k IUQji rI? JE TM '
NATIONWIDEPE ;NiIMBER1 _ ;.
LF of Length of
Affected Stream Bank
Reach No. Properties Channel Impact Stabilization Treatment Type
LITTLE HOPE CREEK
I
1 3631 Annlin Ave.
3637 Annlin Ave.
Little Hope Creek
31
31
riprap - FBS 4'
1
1 3637 Annlin Ave.
3643 Annlin Ave.
Little Hope Creek
40
40
riprap - FBS 4
I 3643 Annlin Ave. Little Hope Creek 70.5 70.5 riprap - FBS 4
I
1 600 Hollis Ave.
608 Hollis Ave.
Little Hope Creek
41
82
gabion - GBW I'
I 608 Hollis Ave. Little Hope Creek 54 54 riprap - FBS 4
1
1 816 Hartford Ave.
822 Hartford Ave.
Little Hope Creek
40
40
riprap - FBS 4
1
1 822 Hartford Ave
633 Shawnee Ave.
Little Hope Creek
51
51
riprap - FBS 4
1 633 Shawnee Ave. Little Hope Creek 21 21 riprap - FBS 4
1 633 Shawnee Ave. Little Hope Creek 17 17 riprap - FBS 4
1 633 Shawnee Ave. Little Hope Creek 43 43 riprap - FBS 4
II
II 532 Hartford Ave.
538 Hartford Ave.
Little Hope Creek
59
59 riprap - FBS 10`
riprap - FBS 4
11 518 Hartford Ave. Little Hope Creek 100 100 riprap - FBS 11+
11
11 544 Hartford Ave.
550 Hartford Ave.
Little Hope Creek
38.5
38.5
riprap - FBS 4
I
1 3701 Annlin Ave.
939 Hartford Ave.
Little Hope Creek
22
44
riprap on bank
1
1 3701 Annlin Ave.
939 Hartford Ave.
Little Hope Creek
25
50
gabion - GBW 1
Total Impacts to Little Hope Creek' 653 741
UNNAMED TRIBUTARY #l
III 432 Webster PI.
438 Webster Pl. Unnamed Tributary #1 50 50 riprap - FBS 4
111 1218 Webster PI.
1212 Webster Pl. Unnamed Tributary # 1 33 33 riprap - FBS 4
Total Impacts, to Unnamed Tributary,.fil ,83 ,83
SELWYN FARM TRIBUTARY
IV 939 Hartford Ave. Selwyn Farm Trib. 12 24 gabion drop
structure"
ToOtImipbets to,Selwyn Farm Tributary- 12 24
TOTAL IMPACTS 748 848
FBS 4 - Full Bank Stabilization Type 4 (Figure D4)
GBW 1 - Gabion Wall Installation (Figure 139)
FBS 10 - Full Bank Stabilization Type 10 (Figure D6)
FBS 11 - Full Bank Stabilization Type 1 1 (Figure 137)
? Gabion drop structure for velocity control and grade transition at confluence of Little Hope Creek and
Selwyn Farms Tributary

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V
1 North Carolina Department of Cultural Resources
State Historic Preservation Office
David L. S. Brook, Administrator
' Michael F. Easley, Governor
Lisbeth C. Evans, Secretary
Division of Archives and History
Jeffrey J. Crow, Director
March 1, 2001
Michael lagnocco
LAW Engineering and Environmental
' 2801 Yorkmont Rd
Suite 100
Charlotte NC 28208
RE: Marsh Road CIP, Charlotte, Law Project 30100-0-0369, Phase 12, Mecklenburg County,
ERO l -8570
Thank you for your letter of January 9, 2001, concerning the above project.
We have conducted a review of the project and are aware of no properties of architectural,
historic, or archaeological significance which would be affected by the project. Therefore, we
' have no comment on the project as currently proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act
and the Advisory Council on Historic Preservation's Regulations for Compliance with Section
106 codified at 36 CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above
comment, contact Renee Gledhill-Earley, Environmental Review Coordinator, at 919/733-4763.

t
Sincerely,
David Brook
Deputy State Historic Preservation Officer
DB:pda
Location Mailing Address
Administration 507 N. Blount St, Raleigh. NC 4617 Mail Service Center, Raleigh 27699-4617
Restoration 515 N. Blount St, Raleigh . NC 4613 Mail Service Center, Raleigh 27699-4613
SurveN S Planning 5 15 N.N. Blount St. Raleigh. NC: 4618 tail Service Center. Raleigh 27699-4618
Telephone/Fax
[phone] •733-8653
[phone] •715-4801
[phone] •715-4801

1 January 19, 2001
LAwGIsB`
GROUP
' CERTIFIED MAIL
RETURN RECEIPT REQUESTED
' Attention: Mr. Mark Cantrell
U. S. Fish and Wildlife Service
160 Zillicoa Street
' Asheville, North Carolina 28801
' Subject: Request for Evaluation
City of Charlotte Storm Water Services
Marsh Road CIP
' Charlotte, North Carolina
LAW Project 3010040-0369, Phase 12
Dear Mr. Cantrell:
The City of Charlotte Storm Water Services (CSWS) has retained Law Engineering and Environmental
Services, Inc. (LAW) to provide environmental services for the above-identified capital improvements
project. It is our understanding that this project may require Clean Water Act Section 404 permitting. On
' behalf of CSWS, we are hereby contacting the U.S. Fish and Wildlife Service (USFWS) regarding the
presence of federally protected species within the project area that may be affected by the proposed
project. We are hereby requesting that you respond in writing concerning any beneficial or adverse
' impacts relative to the interests of your agency. The project vicinity and location are presented on the
attached Figure 1.
As indicated on Figure 1, the study area is located within the Little Hope Creek watershed, approximately
three and one-half miles south-southwest of downtown Charlotte and encompasses the Sedgefield,
Colonial, and Ashbrook Clawson Village neighborhoods. The watershed is generally bordered to the
north by South Boulevard, to the west by Scaleybark Road, to the south by Woodlawn Road, and to the
east by Marsh Road and Park Road. Waters of the U.S. located within the watershed include Little Hope
Creek and several unnamed tributaries to Little Hope Creek, a tributary of Sugar Creek. Approximately
8,200 linear feet (10 of stream channel occur within this watershed. Land use is predominantly
residential. Proposed project activities currently include upgrading the storm drainage system at five
identified locations along Little Hope Creek and its tributaries, throughout the neighborhoods of
Sedgefield, Colonial, and Ashbrook Clawson Village. It is anticipated that the proposed channel
improvements should largely occur within the bed and bank of the existing channels and that temporary
construction activities should take place within 300 feet of each stormwater improvement site. The USGS
7.5-Minute Topographic Map that covers the project area is Charlotte East, North Carolina.
LAW Engineering and Environmental Services, Inc.
2801 Yorkmont Road, Suite 100 • Charlotte, NC 28208
704-357-8600 • Fax: [phone]
¦ Serving the Charlotte area for over 50 years
i
i
Mr. Mark Cantrell
January 19, 2001
Page 2
If you have any questions, please call Mike Iagnocco at [phone] extension 5543. Thank you for
your attention to this matter. We appreciate your cooperation with this process.
Sincerely,
LAW ENGINEERING AND ENVIRONMENTAL SERVICES, INC.
Michael A. la oc Richard B. Darling, C.E.
Project Manager Principal
Environmental Scientist
MAI/RBD: bil BY WITH PERMISSION
cc: Mary C. Murray, Permit Administrator (CSWS)
Attachment
t
t
t
Urbanized Area
Approximate Watershed Boundary
Streams
Highways
M M Structures
Storm-water Improvement Sites
Q Stream Channel Segment Identification
NOT TO SCALE
GJprojects/30140Environmenud/Job OOD0369-City SWS/12Mar3h/Manh Road Location Map.ppt
City of Charlotte
Storm Water Services LAW
Marsh Road CIP
Mecklenburg County, NC LAWGIBB GROUP MEMBER
law
North Carolina Vicinity Map
Meddenburg County
Vicinity Map
Prepared: igW'
Checked: /• - o /
Site Location Map
30100-0-0369 Fioure 1
Source: USGS 7.5 Minute Topographic Map Series: Charlotte East, NC (1988)
North Carolina ? • •
AS Department of Environment and Natural Resource_ ?
Division of Parks and Recreation
'v1lchael F. Easley, Governor NCDENR
William G. Ross Jr., Secretary
Philip K. McKnelly, Director
January 29, 2001
Mr. Ben Leatherland
LAW Engineering and Environmental Services, Inc.
2801 Yorkmont Road
1 Charlotte, North Carolina 28208
FAX [phone]
SUBJECT: Rare Species, High Quality Natural Communities, and Significant
1 Natural Heritage Areas Near the Marsh Road CIP, City of Charlotte,
Mecklenburg County, NC
Dear Mr. Leatherland: for rare
speci
high The North Carolina Nlatvral Heritage Program (NC NHP) does not have records
the Marsh Road CIP,
quality natural communities, or significant natural heritage areas (S er) near City of Charlotte, Mecklenburg County, NC.
' A list of all elements known from Mecklenburg County is available on the NC NHP web page at
http://www.ncsparks.net/nhp/search.html. If habitat for any of these species exists at the site, they may
be present there. Acquired knowledge of the site habitat should determine if a survey is necessary.
Please contact me at 919/715-8700 if you have questions or need more information.
' Sincerely,
w ?
O
ame L. Amoroso, Botanist o
Natural Heritage Program °
/JLA
1 ?
? c
N

! 1615 ?vlail Service Center, Raleigh, North Carolina 27699-1615
Phone: [phone], FAX: [phone] \ Internet: www.enr.state.nc.us/FNR'
A\ EOUALOPPORTUNITY',AFFIR`IAM'E ACTION EMPLOYER- FECYCLED' 1Q°jbPOST CONSUNIER PAPER
-- ?AGF.R;
JUL-03-2002 15:3e CHARLOTTE ENGINEERING DEP
FLING OF NO SIGNIFICANT IMPACT
ENVIRONMENTAL ASSESSMENT FOR THE
MARSH ROAD DRAINAGE IMPROVEMENT PROTECT
CITY OF CHARLOTTE
MECKLENBURG COUNTY
April 26, 2002
r.YJl
An environmental assessment (EA),has been prepared, pursuant to the requiremcnts of the North
Carolina Environmental Policy Act, for the proposed Marsh Road Drainage Improvement
' Project.
The City of Charlotte Storm Water Services (CSWS) is proposing to make improvements to the
t Marsh Road storm drainage system in an area located on Little Hope Creek and two associated
tributaries, in an effort to eliminate flooding of streets and structures. The existing drainage
system regularly experiences streambank erosion problems; and flooding to streets, homes and
yards. CSWS will utilize and improve site specific 5t=earnbank stabilization techniques at
various points along approximately 748 linear feet (ltd of-the 5,200 if of jurisdictional stream
' channels within, the study area. Additionally, CSWS plans to replace culvert and pipe systems at
11 separate locations within the study area.
The project area is located within the City of Charlotte, North Carolina approximately three and
one-half miles south/southwest of downtown Charlotte and extends into the upper reaches of the
Little Hope Creek watershed. The project encompasses the Sedgefield, Colonial, and Ashbrook
' Clawson neighborhoods, and is bordered to the north by South Boulevard, to the south and west
by Scalcybark Road, to the south by bVoodlawn Road, and to the east by Marsh Road.

This project will impact approximately 748 if of jurisdictional stream channel, including 670 if
of spot repair (i.e., involving small channel segments typically ranging in length from
approximately 21 if to 100 If) streambank stabilizatibr?' using riprap, and 78 if of bank
stabilization using gabions. The watershed contributing to this portion of Little Hope Creek and
its associated tributaries is approximately 520 acres. Area land use is predominantly single-
family and multi-family residential.
Several alternatives were considered for the proposed streambank stabilization activities
associated with the Marsh Road Area Storm Drainage Improvements project„ Little Hope Creek
and its associated tributaries were evaluated to determine appropriate measures for streambank
erosion control methods. Among the options considered were bioengineering methods as well as
the use of riprap and gabions, in conjunction with the removal of urban debris from the subject
streams (Priority IV restoration). Priority I - III restoration methods were also considered. A

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no-action alternative was also considered for the proposed storm drainage improvements. The
spot repair emabilization of s?-erely eroded scrcanzbanks through the utilization of riprap and
gabions is the recommended alternative to address erosion problems within the project area.
Potential impacts to jurisdictional waters of the U.S., associated with sediment and erosion of
stream banks will be minimized through the implernentation and maintenance of a state-approved
erosion and seditnentatio,u control plan. Additional management measures include limiting
construction to dry weather periods, exposing no more soil along the streambank than can be
temporarily stabilized within "one-days-work" (i,e., approximately 1001f), and, if possible based
on channel width, temporarily diverting stream flow away from the bank undergoing repair.
Based on the findings of the EA and on the impact avoidance/mitigation measures contained
therein, it is concluded that the proposed project will not result in significant impacts to the
environment. This EA and Finding of No Significant Impact (FONSI) are prerequisites for the
issuance of the 401 Water Quality Certification by the Division of Water Quality. Pending
approval by the State Clearinghouse, the environmental review for this project will be concluded.
An environmental impact statement will not be prepared for this project.
Division of Water Quality
April 26, 2002.
TOTAL P.02
'--- - -- nnnr ran
Michael F. Easley, Governor
?OF WATF94 William G. Ross Jr., Secretary
`Q G North Carolina Department of Environment and Natural Resources
rr-- Alan Klimek, P.E., Director
Division of Water Quality
July 12, 2002
DWQ # 02-1106
Mecklenburg County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Ms. Mary C. Murray, P.W. S., Mitigation & Permitting Administrator
City of Charlotte Stormwater Services
600 E. Fourth Street, 14th Floor
Charlotte, NC 28202
Dear Ms. Murray:
On July 10, 2002 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill wetlands for the purpose of storm drainage improvements in
Mecklenburg County. Approval from DWQ is required to disturb these areas. Please provide 7 copies
of the following information and refer to the DWQ # listed above in your reply. In particular as
described in 15A NCAC 2B .0502, we will require you to locate all streams and ponds on the property.
Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine
your projects' compliance with 15A NCAC 2H .0500.
I . Please send in seven (7) copies of the signature page of the application. The applications you
sent in were not signed and dated
Please telephone me at 919-733-1786 if you have any questions or would require copies of our
rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A
NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
Sincerely,
V --
Dorney
ater Quality Certifi ation Program
cc: Mooresville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy

North Carolina Division of Water Quality, Wetlands/401 Certification Unit
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
Ph: [phone], Fax: [phone], http://h2o.enr.state.nc.us/ncwetlands/
AUG -- $ 2002

® North Carolina Wildlife Resources Commission
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: John Dorney, 401 Certification Chief
NC Division of Water Quality
Steve Chapin, Permit Coordinator
Asheville Office, U.S. Army Corps of Engineers
FROM: Ron Linville, Regional Coordinator/
Habitat Conservation Program
DATE: August 6, 2002
SUBJECT: Review of 404/401 Permit/Certification Application by Charlotte Storm
Water Services, Marsh Road Area Improvements, DWQ No. 021106,
Mecklenburg County
The City of Charlotte is requesting a letter of concurrence from the North Carolina
Wildlife Resources Commission (NCWRC) to obtain a 404 permit from the U.S. Army
Corps of Engineers. The NCWRC has reviewed information provided by the applicant,
and field biologists on our staff are familiar with habitat values of the project area. These
comments are provided in accordance with provisions of the Clean Water Act of 1977
(33 U.S.C. 466 et. seq.) and the Fish and Wildlife Coordination Act (48 Stat. 401, as
amended; 16 U.S.C. 661-667d).
The City of Charlotte proposes to stabilize sections of stream and to provide maintenance
for existing culverts generally along Little Hope Creek, a tributary of Little Sugar Creek.
Riprap and gabions will be utilized to perform Rosgen Priority IV restoration.
Reportedly, urbanization severely limits natural channel restoration activities. It appears
that these stabilization efforts are intended to protect personal property.
Based on the information provided by the applicant and our knowledge of the project
area, we do not believe this project will cause significant effects to waters or aquatic
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] ext. 281 • Fax: [phone]
Marsh Road Stormwater Improvements 2 August 6, 2002
habitats. Improved stabilization should improve water quality. Therefore, we do not
object to the project as proposed; however, we recommend the following:
1. Culverts that are replaced or upgraded should follow the same installation
requirements that North Carolina Department of Transportation (NCDOT) would
have to follow. Culverts 48" or larger should be buried approximately V into the
streambed. Culverts less than 48 inches in diameter should be buried to a depth equal
to or greater than 20% their size to allow for aquatic life passage. These
measurements must be based on natural thalweg depths.
2. Multi-barrel culverts should be installed so that natural base flows are not widened or
shallowed. Floodplain benches should be used to ensure natural base flow
dimensions through base flow barrels. Stormwater barrels should be placed on
floodplain bench elevations and reconnected to floodplain benching to the extent
practicable.
3. Native riparian plantings be used wherever possible to stabilize streambank, provide
stream shades and provide edge habitats.
4. Deed restrictions on private property (areas protected by public expenditures) should
be used to protect stream buffers.
5. To the extent practicable, instream structures and materials should not impede fish
and aquatic life passage.
Thank you for the opportunity to review and comment on this project. If you have any
questions regarding these comments, please contact me at 336/769-9453.
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o ~ 1 Charlotte•Mecklenburg MARSH ROAD AREA
c ~I E
c 0 • STORM DRAINAGE
' NOTES: W IMPROVEMENTS
^ UPSTREAM AND DO' PROJECT No.671-96-719 .AM AND DOWNSTREAM TO BE Qnnrina~ _ _
° O PRECAST HEADWALL i ST HEADWALLS FROM PERCASI ' VVI~IVVA~
" NATURAL BOTTOM I AL BOTTOM ARCH CULVERT
v •o MANUFACTURER. L ir ~ HOLLIS ROAD ACTURER.
a AT LITTLE HOPE CREEK
' CONTRACTOR TC PLANS PREPARED BY; WORKING IN ARE FACTOR TO USE CAUTION WHEN ENGINEERING & PROPERTY CULVERT
ING IN AREA OF OVERHEAD UTILITIES MANAGEMENT
600 East Fourth Street Charlotte, NC 28202 AJC WCP 09/10/02
LAW ENGINEERING & ENVIRONMENTAL SERVICES PREPARED BY APPROVED BY DATE
2801 YORKMONT ROAD
CHARLOTTE, NC 28208 [phone] HORZ.1"=20' SHEET OF 30100-0-0932 VERT.1"=4' PBS&J PBS&J
N0. DATE BY REVISION JOB NO. SCALE SURVEYED BY CHECKED BY P32 35

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SIIIJET N0. TITLE - roperty Liue or Existing IIJW La)e - -
SI COVER SIILET Ex)sliug Structures
SIA CMUll COVER SIiCET Railroad Tracks
S2 GENERAL NOTCS
S3 STRUCTURE SCIIEUULE Proposed Edge of Pavement
DU1-ll11 STRUCTURE llETAILS Fence - x x X -
I'UI-PU35 llRAINACE PLAN ANll PROFILE 1" 1~ l r~r~ Slope Stalce Line - c c c -
TCI-TC7 TRAFFIC CONTROL PLANS - SM
EC1-ECS EROSION ANU SEll(ML+;NTA'rION CONTROL PLANS Cunstrucl)on Lasemellt e - e - P -
uI - u2 uTILrrY RELOCA~rION PLANS ENGINEERING & PROPER PROPERTY
Per0lallent EaSClnent E E E
MANAGEMENT TENT Cas Line c - c c -
Water Line w - ~:v ~N
' ) ~ Existing Sanitary Sewer ----„----ss~.~
1 l 1 1 1 1 -
1'ro )osed Sauitar Setiver -ss ss ss I Y
• - . ~ Exlsliug Overhead Utilities . ~ -~~u-----uu-
~ ~ ~ • s + • ~ 1 11 1 ~ l 1 1 1 1 11
Exislmg a ergrou? a ep lone r , T -
ExisliugSturm Urainagc
~ - -
Proposed Storm Urainagc v~r.l
Water Meler (_J
' • tivv
1 1 • Walcl Valve ~>a
.uv ~placeweut of Gas Valve
'Phis Project consists of: Replaceweut o
drainage pipes and structures, culvert i res, culvert replacements,
sh•eam erosion protection and bank sta and bank stablizatiou Existing Sanitary Sewer Manhole '
grading and paving, and curbing. II•bing. 1'ro posed Sanitar Sewer Manhole s l Y
pl
L+'xisting Storm Drain Manhole
l 1'ro )osed Storm Urain Manhole
Telephone Manhole T
N lei
i Exisliu Catch Basin _ g . ~
~ i W E / ~a ~ ~ ~ ~ , ~ ~ ~
~ ~9 ~ 1 ';off oJ~ ~ i ~ s } I•o rased Catcl) Basin 1
S 5 ~
_ ~S ~ ~ ~',y Livllt Pole ....'~+?t.... - b y
t ~C Existing Utility Pole ' C~.
~ '28 ~ . ~ ~ ,v •
< 1? on Pin
~ ~ ~ sky#-.F~
~ ~ ~ -85 ~ ~ ~ ` Fir ~ e H Brant .4................................................... . y
5 ,v ~ ;t , ~ ,Gxtsl o Inlet..........
- p ~ ~ -
2 ~ .•1 r d Dro inlet..... ~ • P .
~ ~
~ ` ~ ` \ ~ ,l ~ 't'ree Removal
U ~ S ~ ~ P P ACCC ~ ACC SSIbIC Ranll) . .
~ ~ i i ;
ill ~ ~ U4 ~ ~ ` ~ U4 ' Cuy Wire
we , ` i ~ / s
g de ~ ~ ~ p ~ ~ / ~ / ~ q wide ~ i ~ 9' - > . ~ ~ ! Tree I I otection ~
~ ` z ~ ~a
~ ~ F° e ~ ~ ~ ~ Proposed Hand Rail
~ ` - . ''1 LLLLL.LI.I. ~ ~ Stabilization Mattin g
c 0~ Sf ~ p ~ . ~ c, U v
o ~ ~ 13 ~ 33 ~ Crass Plalltill Stri ~ g p
~ ~ ~ ~ ~ R, Pro )used Curb & Gutter
a •I9' ~ , e~i~ ~o ~ ~ ~ t
.Y Cr o / / oh 5• i U i ~o
9 0 ~ > e~ Asphalt Wldeumg \ ~ -
~ 0 N i / ~ Proposed Sidewalk ~
0 'p ~ ~ / 1'I•ol)osed Rip Rap llitcll
d a ~ a Rd ~i ~ i ~
0 14 \SIREANi BANK St~11 FIAN, _ Concrete llriveway ~ h-~
PROJECT ~ ~ xo~~~cReeK ~24 ' ~ . y Asphalt Driveway '
o LOCATION P2. , 32 -
u f / W Gravel
R r ~'~~~JJ~~' ~'C~~~J Pavement Removal ~
2U 4U 60
~ .
n 1 - - NTS BIUIK sTABIIJU~ioB ~ sxitr i Plall View
w / ` REEK 20 40 60 Chadette•Mecklenburg
3 ` ~ ~ ' Horz. Profile
I p ~ ) \ I $
~ ne J ~ 5 lU 15 e
~ - Vert. Profile
o ~ ~ tYF ~ S 1U i5 ~ Serrices r' set i
S ~ W \ SH~I~. ~Pr„~, ~ / Cross Section
~ ~a O _ / l afire
STR N BANK IIJZA ~ o - _ P SR ffi tra i ~ _ _
JJJJ J ~:./JJJJ=JJ~~I~
W JRl Epp - ~1F; ~ a P31. ~~~1'S P / e. 130 O ~~JJJ ~~J J JJJJ ~_JJJ~ 130 ~ ~'J~J~ ~~~'~SJ~'~~U~~~' I~T'O J'J' ~ - •
a I , t'U ~ ~ - ~ I tU
1 t a (r iJ J S 1 ~ _ •
Contract Administration - . S ,}~u Place ! ~
~ LJ~` . ©IIJ ~ ~ ~J~~ J J y ' ! ~ ~
ENGINEERING d< ENNRGNMENTAL SERNCES NTS - Sta•lu Water Cmistruction Manager -
28UI Yorkmout Road ` Landsca a IV1ala ement ENGINEERING & PROPERTY p g MANAGEMENT
Charlotte, North Carolina 28208
c~....... ~x~.,..... r~..,,:,,,,~ nn.....,,.,,..
Ylioue: [phone] ROVED DOT AVNIMMISIS PPROVED
Fax: [phone]-15 8TIJANDALIERED MU CITY ENGINEER DATE
aC t Vl III rl Qtcl I I VJGGL ItlitllagUl

~~om~~w i~~~~~

_ 715
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_o ~ _ . w o w.~ _ ~ ~ ~ _ ~ _ Q---- ~ o ~ _ . ~
o ro - - ~ ao r ao d ~ ~ ° ~ p ~ ~ ~ r . ~ s fXIST. GROt1ND PROFILE ~ ~ ~ rrn m
m 'o of 3 ° j
t7 N Z N lil . I- Z N w . F-- Z M W Z d' m FILL W1TH.BORROW MA ERIAL .....ao _ ao _....dQ _ _ _ ._4. pZ d W ~ W - p J t~ Q ~ ~ _
_ _ _ _ _ _ . ~ o ~ ~ a n. o n e~ a a o n n a a u ~ d ~ COMPACT TO 95% STA DARD ' ~ ~ ~ ~~z t-o ~vz t-~ ~oz t-~ ~~z t- ~~Q F-O o' Fa-O d I- d ~ F i
3 N> ' n_va m~ n.za tnca aza cnc~ _ a a ~ _ . _ . _ _ _ PROCTOR. OENSIIY. _ _ _ _ _ _ _ w.._ _
~ . m J

i ~ PR P. 8"SAN " PO 695
F ..,rr
~ ~ INV 693,4 ~ . , • J ~ , ~
. . . .
......F,.......,..................................................~ CiP.....$~..1.,........ .............................P~...............................::.::::..:.:~::.::::::.:.::::::.::::::::::::: , . I ................................:..............rP........................................................................................................................................................................... L• .....(1,$..Y....................... I ~X 3Q........_... ...e _ _ ...~3..i.F,.. .
F{~ . R.... , } .....l~~f?..................... ...54 . 133 L ..~f~.
~....w.........._.........._............. .........w......._. A~ ..0,'a~........................................................ .....................................~,..........................................................34....f41}.~~................................................................................:................................................................,...................,.......... . .
M............................................................................................. ( ! . 1............. I . _ _ _ ....~.vyN.,..... NAM,1. I i
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6~~, _ _ _ _ 685 i~
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_f_.._ _ ~ 675
1 +00 2+00 3+00 4+00 4+00
. ~ , ( '~1 i lii~ I f ~1
S / ~ ~ r . ~ ~ ~ REPLACE 50 LF.t 2'-0" ~ - ~~_L.~
SMiA~ N ~1. D -E~~ Rl ~ i I ~ ~ / , ~ C q r ' I 'CONC. CURB & GUTTER 8 18PGb i I; r~9 0 ~ r03(/ .I i ; ~.1,_
1 j / /~3 ~ANO~~./]~ i~~ ~ r- i - .7.. .r r-T-,.
_1.J__._.L.L_._,_-c_.1..1.J.1. ° 'REPLACE 35 L.F. OF EX~.TWATER LINE ! ~ i ~ ~
~ ! i i I WITH 6" D•I,P. TO PASS ~ ~ ] T _r x ~ IOVER TOP OF STORM LINE ~ r ~ / _ c fir'%~ .e
' Er 1 i „ 1 x I ~ i I, = PLUG EX. 24° RCP AND t' ! r' ~ / 'y.- 1/'`i
/ r r; ABANDON WITH PLOWABLE FILL ; I ~ ; / ; / r e
REMOVE ~ ~ ~ ~ i l I (SEE SHEET P20 FOR REST OF PIPE)/ ; ' ~ ~ III E . ! ; i REMOVE EX. HEADWA 806
EX CB, AND 15 LF.t I; ' ' ~ i h~~' i t 1 r ;~49 OF 36" MTL ARCH ~P1PE REMOVE EXIST. C ~ ~ ! ~ l I / l ; j ! ;~49~' ~ i E _ ,FLOW
I <,,k n ee ~ l~, r I ,,AND 4D LF.t ~ ~ --CS -t5 . t47 3 , ~ r r- ,___.r., , . : , PLUG- ; i0F 24" CP ~ W 1 ' HrJMER D•PA,7~E~RSCN; , ~ i i ! ~ _103' rarF? j!'~I
r I] i 1~ I U, ~ P LU G~ ! r , c. • it ~ ~ ~ r' l j REMOVE EX. JB AND Yrl, E, THEI_I~IA / ; ; - :
u~i.Cf+. 1A7-054-04 / , .a7.ai,(REMO LB U17&6 PG I ABANDON 24 L.F. t OF ~ ( ~ i 121 r a ,•t- t1t7;i , I rEMl.l A. FLP.RELL ! x ( 3318 AIJSOIJ 5T. 1 ~ ~ ~
1 r r dr TODD K LLY / ~ EXIST. 36 RCP WITH , 1 ,I : t ~ ; ~ / PLOWABLE FILL 'F~= t ~R~E ~~it~,. a~~fi,.~.t1t~~ Fa~;~,,1 _I_!_.~.t~r. _ i. " ~ `HO
~ -----a: OB 10569 PG 945 / , trari ,p - _ ; a+W ~ 3317 ANSON ST. 0 ,~yP ~''-t 4+W 5k'
E , I ~ I! REMOVE r ~ j r r zF polti ~ _ X. HEADWALL 47 ~ ~ - ~P E
36' I Iri~~"~~R CONTRACTOR TO USE / / ~ ~IREMOVE EXIST. MH i~ PRA°54" RCP' `.:.4 T OF C ~..~M,J I ~ ~ 1 ~ .r- 805 805
ASS1 CAUTION WHEN WORKING ~ ~ ~ ~ r::•~ ~-:,J-~-~-„ gPE:, - 2~ RAP ~ , r l ! , , ~ z" r!n , ~ a. t • ..7.-~'~` pRO~ ~ L, .e` 1 , , -~--rce~ EP NEAR AC/HEAT UNIT , '1 E
SE r ~~fxMb ! EP ACE ~ ~ r ~ ! t'~ 1 E DETAIL l 1 l ~ E ~ ~ E L,~ - t~_i ; I ~ , , i N0. 1 ~ ~ ~ 803 804 ~ / ; / ~ , I', j 1 f ~ r { [
SHEETSHEET p - 11' E r ~ / , HAt~D.RaIpp 4 ~ ,t~ , f ~~~p ~tl~ ~ t ; l / l / 07 1 ~ ,.n tdr,rL_ ~ ; r REMOVE 135 L.F. t ! ~ - nlr~ I ~ ~ - ' " ~ ~ ~ ~ ~ ,f l~1 L
~ ~ ; 1 _ _ ~ ~ 1 - Nifi_. ~ ' ' : , : ~ . OF EXIST. 36 RCP _1 _ ~ IJLUG ; ; "J ~ 7- ~ -1 , ; ; ! '
FLOW . ~ ~ ~ ' ~ ~ ~ uo<rr,n. _ _ ; 4 ~ ~ N A NEILSOIJ , a tx.~}ti~~RCF I ~.l ,q I. i _ _ 50h•!/ l~
-stee- _ < : ~ ~ EX. GAS LINE TO t, r 014 roa - ,-m.-............ ~s 014 5f. l ;1
r - V . 'k: ' , . • . , ~ t EIAI.-AA _ 314 AhJSOfJ 5 L ! ' _ r ~ V ~ :F , BE RELOCATED BY 0TH S ' N ,Y._ y y K - x _ ~X ",.T-^^^- m'~• ,'~c'...~,. 1~aE:: r. ~ , S, ~ ~r~. I I/) ~ ' ~ j % ~ ' ~ . - . ~ ~'1( < Vy ~ t 5 Y x`tj'~ Y~ Y~ i l tl i I r r \ ti a, ih ~ ,4.- a i i r ;1- ~
~ f 3' , >,^u ~ ' f~J~ ' , : • ~ l , „ <<, ~ 802 REMOVE 166 L.F. t K ; / 50 i ; ; o e _,,.qtt 8Dt ~f~ vv " ~ ~ ~ a ,c, ;t ~ ~ l r ~ r ~ . -s. ~ ` `~z ~ OF EXIST. 36" RCP ~ r ~ ! i r f,,
E ~x z. v :•S~^~ k v~r i1 ~ t f1 I ~ ~,FDAR E .FXx'>X~~ N _yr`%. ~4` ~2~~.a~zryt. ~~i~~:~r wtitir~; i' Ij iii l ~ ~ r / l I j1 1 ~ l f~
3 ~F~~;.F: a' cHr:~~a~ ~.'~;t, EXISTING RIPRAP ~-E r ~ ' ~ I I J ~ a S , i / ! ~ i , " : , REPLACE 40 LF OF 8 ~ t ~q' I / ~ ! ; , ~'il,~ i
~ , ~ ~ IN CHANNEL , ! I 1 ,t ~ , : / I ~ r_l.. , t ) r l J , ~ ~ ~ SANITARY SEWER WITH / } 1 l r , r E----~ i, ~ I ; r ~r l r_-1 11
~ I~ ~ 1 r r l ? / REMOVE REPLACE DRIVEWAY - 8" PC 350 DIP. SEE t_!-Y- e /r / - i ; l x • / iT~uir I r. I 110 t SY IF DAMAGED "~•t ~ w DETAIL N0. 23 SHEET D06 / / ~
~ TRANSITION RIPRAP ON II ~ 1a7-U54 U3 3 " ' ~ { ~ ; 1_!._~ r~ • ' ' DURING CONSTRUCTION ~ ( i ~
SLOPES TO TIE INTO ~FREOERI„K. W. PASO(i0--~~ ~ N I ~ ~ at, ~ ~ r REMOVE AND REPLACE 'OB 03948 PG 430 e ~.r EXISTING RIPRAP ~ ~ ' I 1 ~
~ 3 Fit°' ' 100 LF.t CHAIN LINK 3315 APISON 5T. ~ REPLACE 60 LF~ 2 0 w ~ , o ' li'~~t~'-''~ ~ ~ ~ °o > 1','i rRUir ~ I l ~ I 1 , ( CONC. CURB & GUTTER - ` il.`, ~ / 1 S)
~ r FENCE ~ 'r 148 / ~ ;L~ ~.ji
1 t , ! r 147-053-17 o r / / r; I , o;. ; - JULIA B. DEER ~
N r / / ~ - l ~ I) I ~ ~ _ OB 02375 PG 62`L , m ~ r ~ ~ ~ / <~~i ~ 'il_ ~ ~ 331U AtJSON 5T, •0
o f / ~ i ~ ' ~ r. i f
• ~ 1 I / / r I I,I ~ it I i % ~ ~ ` ~ / / ~l/ J,r f/ i -1 ~_~_L_,__1_. 1 o ~i I ~ ~ , 1
3 _i J 3 c~ ~ ! / ~ ~ ~ ~ r ~ ri lll. itil/r'III E ~ ~ / ii I I
o - ~ l 1~ ~ ~
0 Chadotte•Mecklenburg MARSH ROAD AREA
c v i
E c 0 • STORM DRAINAGE
c w ~ IMPROVEMENTS
0 t 9 PROJECT No.671-96-719
0 SBfut•~ceS
N NOTE: U
N
CONTRACTOR TO US TOR TO USE CAUTION WHl_N CtMILOTTE- ANSON STREET
WORKING IN AREA C ENGINEERING & PROPERTY SYSTEM IN AREA OF OVERHEAD U f ILITIES
PLANS PREPARED BY: MANAGEMENT
600 East Fourth Street Charlotte, NC 28202 AJC WCP 09/10/02
LAW exmxroenrrs ernemreoenreraerrrreasaeerrrrerrnererareenemmrrraeurere PREPARED BY APPROVED BY DATE
ENGINEERING & ENVIRONMENTAL SERVICES 2801 YORKMONT ROAD
CHARLOTTE, NC 28208 [phone] HORZ. 1"=20' SHEET OF 30100-0-0932 VERT. 1"=4' PBS&J PBS&J
NU. DA'I'S BY REVISION JOB NO. SCALE SURYEYEUBY CHECKED BY P26~ ~

9
6 9 0 _ _ _ _ _ _
. _ _ 1o3A _ _ _ _ . _ _ _ _ _ _
l ' _ 103 _ _ log _..__....1U4
_ _ 1"v5 _ _ _ _ _ . _ 102 11 IW- W
_ . c0 _ _ _ _ a - h- Q ~ ~ ~ ~
' ~ ~ o +I a -11 ~ - . ...d_. Q.-.._...__ . _ 6 , _w._ ._a-...___._ ..__M c~..__
~ 00 EXIST. GROUND PROFILE ° a~ w o ~ ~n of my _ _ ~ ~ ~ w o ~ _ w o w o ~ d~ ___..._a_..-o w _ o r....--
~ y.o u~W ~~ao o a~ro o ~eo o Coco
~ d'W OZ VU~ ~J m~O 0 J _ ___........._._..1.01 _ . in.~..._._ m ~ o w O ~ w _ _ 000 ~J m~0 J
p Z.~ hl.___ -.._.O 00 ~ i~l._.._....
CrUZ FLY .JZ NW •F'Z NW FO ao IAF aza ~c~ as ,F ao .F _ _ . _ _ _ _ _ _ _ _ _ _ _ ~ ~ r] a a _ ~ ~ G ~ a .JZ N .F-Z _ _ w _ a a a o _ _ _ _o~o
0! W Z FCC ~ U Z 1- ~ , a o a ~ o a z a ~ o a w z ~ ~ ~ ~ z a..._...... _ t0 aoQ ~o azQ 0
FILL WITH 60RROW MATERIAL, 3'~ crv j ~ \
c:... r"' _ I ~ . , :1 _ COMPACT TO 95% STAIJDARD ........._14 + J _ _
_ _ PROCTOR DENSITY - w V , of ~a..._... ~
i.. - ! _ _ _
_ f ~.a F .......P. K-i i PROP. 8 SAN RpP 69.h~f" `
_ _ V
, ~~x~: _ ~.,mm„ .:,.::,s , a r a INV 670 22 ,FI~~~ ~4 L F .
_ _ _ _ W _
_ ~ . _ . _ x:, ,
. Ft c Rt„
_ - _ _ _ _ _ . _ _ _ _ _ _ _ _ _ ~ 4~. f2cP ~ .1:;~~ II FjROh i _ ...i F'ROh t05 L F PROP.25 L.F.
f _4 _ _ ; 4~~~ RrP:;;~.0,5 a, ;r, f'1 ,1 ,t,° G ~ : _ _ 15 RCP ~ 0.06%
x
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N - N ' - OD 660 - - . _ - - - - N N v--..........~. N v--- - ' N ~ ~ ~ d _.........5.. ,~y - - - O O ~
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~ rn o ~i ~ o, _ ~m _ _ _ _ _rh,~_ ~ m _ _ z z o o _ .
c0 c0 F ~ F l0 ~ F _ _ ! ~
z zo zZO zo o zz z z ~
> > » >
z zz zzz zz z
_ _ _ _ _
650 - - .
3+00 2+00 5+00 4+00 2+00 1+00
itFa_
149-103-12 ~ •.V 1 - - - - >~_AI ~ c~ ~ ~I!' ~ 149- 103 11 ~ i _ i, , _ AV1D T. EASTERLY-; _ _ , I L_-- ~ C
D _ , ~TALMAGE T. SPENL'E. Jr..-~..~,.- 14 _ _ ~ ; - ' \ ~I
1 DB Q6779 P,, 289 PG 415 ~ ~ , ~ , ~ DB 02090 _ '536 1rEBS1ER PL.` I; _ \ \ - -y 149-109-05~~ - , - ~
530 WEBSTER PL.~- ~ 1~ . ii ~ I CONSTRICTION EQUIPMENT MUST SOTiR.OS MArJTEKA~ ~
MAINTAIN 10' CLEARANCE FROM 24" !+,t , t-, ~ b 4ti1FF, JAIJINE . I, DE] 08959 PG 549
I~~. 161 MAPLE TREES AT ALl TIMES; • I 'f ~ : ~ t ~ . 3637 ANNLIN AV. ` . ~
I TEMPORARY EASEMENT IN THIS AREA ( , I ~~~~;`-~.,.I i IS NOT FOR VEHICLE ACCESS, ONLY ~ ~ , , ; I STREAM BANK VEGETATION TO BE
-.7 PEDESTRIAN ACCESS AND FOR 1REE - - I REMOVE EX. 36" RCP ~ ` ' REMOVE AND REPLACE 36" RCP ~ , 131 PLANTED ALONG CHANNEL WHERE
USE EXTREME CAUTION WHEN I PROTECTION INSTALLATION I 114 LF.t EXISTING i I ; r'`i~', ~ 4' - EXISTING VEGETATION IS REMOVED. - ~ ' 1
WORKING NEAR PLANTER AND ~ CHAIN LINK FENCE I I I REMOVE AND REPLACE UTILITY POLE. SEE NOTE ON ` IV``' r".' 30 LF.t 2'-0" CONC. 'E AND REPLACE 'r~~~~~ ~ -
x ~ _ g ~ ROOT PRUNING 1 COIJNECT EXIST.• ~ ' I CURB & G TIER _ :I ~ U .t 2'-0" CONC. j,~~ I REMOVE AND REPLACE 15 LF.f & GUTTER ~ EXISTING CHAIN LINK FENCE
1 , I ~ CONTRACTOR TO LOCATE s" r,~Af'L" ~ ! 18" RCP TO F,a~~,~ ~ 1 I '4„ - REMOVE EXIST.
REMOVE EXIST. HEADWALL `EXISTING YARD DRAIN AND ~ ~ ~ ~1 1~ PROP. CB I _ _ i~~ ~ ~ i" h:,~~,~`'~. ~`<<~ RECONNECT TO PROPOSED ~ ~ I~ - Ic, , , r. ssMN ;i~ ! ( ,ar-.ciJ01J;, f , i HEADWALL e
DROP INLET , ~ i~rv, our s~o..~5 ~ _ t y _ ~ ~ e
~ ~ , , t I , i y~ EXISTING RIPRAP e----~- ~ IN CHANNEL f-~
105 I ~ ~ ~ ~ ~ I _ I.. J P~,I,r~,,~ } E ,I ~ e i 1 I_. i, Ea. Erm:~~r~ E
~ _ E , - E E -'-"J-f-~ ~ Elf'J. FF8.4 )R TO DIG UP (2) CRAPE ~ ' ~a~,~. n ~ .-,pr, ('s" RcF)
`?n , °U`' - r _ 103 'I ~ CONTRACTOR TO DIG UP 's ~ , ,.I{ i' i ~ MYRTLES FOR HOMEOWNER ' - TDB---- ~ << ' .....PROP, 42'RCP- a+oo , OR HOMEOWNER TO ~ ~ ~ v ("~a x-~. =~~~c~-- ~ d
42"RCP ~ : ,V PROP. 1,42"RC , REPLANT 2+00 4+0o PROP . _ . L.,. V . . ' . 2+00 ; 101 - r ` ~ / PROP. 4B RCP - ~ /
__.___ti.~_.-_... . Ex. c :;I:; 1:; HAN , - !i: is , 1 _ - ~ _ -
` - - PLUG ' i _ _ , . r ~r,.~ 1021 . ~ _ - t TOB-- 1 _ _ _ _ - ~~,/l - _ _ ( 10' ASH A;H ,.~._---i?- -T0~
_ , ` E . _r. _ 't; C i 1 ~ 1
.~hr' PLUG r n ' ~ E _ I - l_ E ^.r••' r n 7 F; rN R DVE EF f~? REMOVE 1 ~ r'~ ` 32' CLA '1-RfPR~t -''-•r~ E ~~L~'` E ( x12'W x2' DEPTH SEE i e (,,rj ( ~ )
w 1. ~.,:.w' 2 , ' ' I T(7P if , iA.,9 i ~f :I~d. t.r4.U~ E EX. 14 -103--06 ~ - ~ REMOV 36 1 a EC~JA B. FIP,N000K. I ~ ti • r. l-' r' REMOVE REMOVE EX. 36" RCP _ DETAIL 11, SHEET DD7
- ~ Sri f (PROP INV iN Et (iP"1 1' IN m aF~u ~ &.i STEVEN IIANU(,U(, r1 ~ ~ 1 ~ ;e,~"'~-~ 115 RCP ; iNV. oui e ~,.3a ~w,f_ o r ~ e ' EX. 36" RCP - `;j ~---E---~- e (r<,, .~.,,i TRANSITION RIPRAP ON SLOPES TO
a ~ n 0" hf,7r1C~ - ~ _ D{~ 11744 PG U79 ID" cEOArt 1 \ ~ 1 22 HARTFORD AVC. _ ABANDON EX. ~I`. ~ 'I r, < 'c 104 , ;r''~ucE ! ~ ; TO EXISTING RIPRAP i ~~1
is -ti 0 TREE HOUSE I 36° RCP WITH , 15 ` { t-.r?.~ I a, I,f 121 I
TREE HOUSE TO BE PROTECTED DURING i ~ I ~ CONSTRUCTIONAND TO BE LEFT IN A GOOD POST TO BE-,,` PLOWABLE FILL ~h- ~.,-ti-~.`, GAS LINE TO BE ` I, 1 I ' ~ I'~\~~_-.-~ _ ~ REMOVE AND REPLACE 30 LF.t ..I
~RLIOCATED BY OTHERS , ~ ~ OR BETTER CONDITION AFTER CONSTRUCTION R`:` \ ,.;i : IIJE_ 1, I AND ` I - r -WORK WILL INCLUDE TEMPORARY SUPPORT -149--103-10 ~ ~,E- ~ _ ' I EXISTING CHAIN LINK FENCE '1....149 1 ,9 (]6
j l REPLACED "I t, , , : , OF TREE HOUSE DURING CONSTRUCTION AND c"_I J,-,EL E. MGGRF. I ~~V'IRGINIA W. COOPER I DEi 11480 Pr Gi2._.` ~ 'r.T
rn 10{ ~ ~ WIFE, CA,SSr~hJL?RA A. REMOVE AND REPLACE U~ l ~ X REPLACE 25 LI .N INSTALLATION OF PERMANENT SUPPORTS 1 E ~ ~ , ; 11 ~ I 1. REPLACE 25 L.F. OF 8" ~ V „ „645 AP1111.IhJ F,V,-..,,~'~~ r _ _ G~?
~ f AFTER CONSTRUCTION IS COMPLETED AS ; DB 0529 PG ?.C.B 50 LF.f 2'-0" CONC. ~ r, O 1.i I A SAN. SWR. WITF I 1.3646 APJNLW AV.- ~ R ~ , i NEEDED CURB & GUTTE SAN. SWR. WITH 8 PC ; ~ ~,.y 350 DIP. MATCH INVERT I ~
o I . _ - m I ~ 350 DIP. MA1C1 OF ~j ,i'•. 1 1
~ ~ ~ ~ 1 f L ~ h; A ~ 1~,
~ NOTE: ~ _ '~-I ~ ~ . b, N PRIOR TO GRADING OR GRUBBING OPERATIONS NEAR TFIE - _ 1 ~ ~ ~i , I _
r~ TREES, THE TREE ROOTS NEED TO BE PRUNED ACCORDING TO ' °i THE CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION . , ~ I , .'i ~-i I ,i
STANDARDS SECTION 01000, PART 03 K-ROOT PRUNING. THE _ _ ~ ~ .1 I ~,I . .
ROOTS ARE TO BE SEVERED CLEANLY AT THE DETERMINED I, ~ LIMITS OF CONSTRUCTION. THE PREFERRED METHOD OF R00 ~ I i _ r x
E PRUNING IS THE USE OF A DISC TRENCHER. IF ONE IS NOT ~ F-y 1 i ` AVAILABLE A DITCH WITCH OR EQUIVALENT TRENCHING r" " o ~ I
MACHINE, CHAINSAW, AXE OR OTHER CUTTING DEVICE MAY BE :_.:,'I I , ~I Cbarlolte-Mecklenburg MARSH ROAD AREA
- USED. IF A TRENCHING DENCE IS NOT USED, THE INDIVIDUAL ~ ~ _ ~ I I ~1 ROOTS MUST BE LOCATED BY HAND-DIGGING NOT MACHINE. ~ ~ ~ i' 1 1 c l ~ ~ i ~ i
~ F T 1 OD 1HE E UIPMENT USED MUST BE I`~~, _ ~ t ,n ~ REGARDLESS 0 HE ME H O ~ i E AS SHARP AS POSSIBLE TO PROVIDE THE CLEANEST CUT. THE L ~ -~J c 1 - I'nsE,, ~ I STORM DRAINAGE
~ ENDS OF THE ROOTS NEED TO BE IMMEDIATELY RE-COVERED ~ ~ . ~ ~ \ ~ ` IMPROVEMENTS _ ~ ~
WITN SOIL TO PREVENT DESICCATION. ~ ~ w ~ t 1:~, - { . ~ `_I, PROJECT No.671-96-719
o T C DS 40.02 FOR BOTH TREES ' INSTALL TREE PRO ECTION ML !1` 1 I a ~ ~ ~ A.i }
o AFTER ROOT PRUNING. ~ ~ , ~ ~i. n
v ' MOULTRIE STIANNLIN AVE
2 a
SYSTEM ENGINEERING & PROPERTY
PLANS PREPARED BY: MANAGEMENT
600 East Fourth Street
r LAW Charlotte, NC 28202 AJC WCP 09/10/02 PREPARED BY APPROVED BY DATE
ENGINEERING & ENVIRONMENTAL SERVICES
2801 YORKMONT ROAD HORZ. 1"=20' SHEET OF 30100-0-0932 VERT.1"=4' PBS&J PBS&J
CHARLOTTE, NC 28208 [phone] DATE BY REVISION JOB NO. SCALE SURVEYED BY Cl tCCKED BY P06 35 NO.

_ _
705 705
I r. _ . _ _ - - _ _ . _ _ _
I
I---_...._.._...__ _
_ I _ _ _ _ - _ _ _ _ _
I i - -
I 2,1
zos _ _ _ _ ~ _ _ _ - _ _ _ _ _ _ _ _ _ _ _
_
:208 210 : a _ _ _ _ _ _ _ _ 210 _ _ _ _ _ _ _ _ _ _ 208
: , ~ ~ ~ +i 0 205 . 1........_... ° _ _ 2 2 _ . - _ _ _ _ _ 205 _
a a o ~ ~ ~ _ _ _ . _
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- cnr m FILL WITH BORROW _ _ - _ . aza ~c~ aza ~a a.~a cnc~ _ 3o j MATERIAL-COMPACT
_ . =a w TO 95% PROCTOR,DENSITY . V I ~ ~ awa.
v ~ ryJ ~ „ p r ~ ....M,..._,.,..._..,..... _ _ ;;'.e I
_ a U O ~ I _ _ _ _ : 685-.~. _ .
I _ . _ _ i ~ . ~RCp 5~
, . ~ ~j : F;' 11~. P..85:: L.F '..:E;CP. ~ PR. 0 3.
_ t f` •:.......3~ _ PR0~4 77..
_ _ 1~C~ ~4,P-:~ , i - W 3~.... y._.___--- ~ _ . _ . . • -
: 1 - ti . 36. . ! F1ROP 47..i. F . ~ l-~...,. rx~~ e 'a;~, _ _ - : _ PROP. 7 L F (TOTAL 76 L.F.) _ _
I PROP S"SAN t~ L , - . _ . ~:r.;. . . ::.,C RRPy ::4?. `^'.'r.:`~" f\Y.F,i:\Y( 4U~lR; _ PROP.B"SAN PROP. 6"W 36" RCP ®1.1q .
' ~ ~__..._...-Z.........__~___~~~___._ _ _w.____ - I r i _ _ ~ - - ._._w-----.--~--~. ~
I ' INV: 679.86 I INV: 680.37 , 10"SAN ' j . _
I , ~ ~ ~ MV: 678.21
i _
I _ I _ I PROP. 315 LF. TOTAL.. 330. L r
i 1 _ _ _ _ _ _ _ . _ _ _ . _ _ _ _ _ 8" PC 350 UIP _ _ _ _ _ _ _ O,E7
: - ~ X ' ~ e a W n - - I n x _ _ _ _ _ . w ^ : ;
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i
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1 _ . _ _ - ~ _ _ _ _ - _ . - - _ - _ _ _ _ _ - _
_..A - - - - - - - - - - - - - - - - - - - - - - . _ . _-_._._._.~:_6--6.5.
1
2+00 3+00 4+( 4+00 5+00 G+00
1 ~ i 1 I ~ 7 - 6~ ~ 1 ~ ~.,"l, r' _ ~ ~ ,.1 i. ~ WALK 147-062-04 147-D62-05 REMOVE ANO REPLACE ~
,rte _r ~ n~,,~~~~1~ o i ~'i , r p;,i EX. CONC. r- ~ o ~ ~ ~V , I I ~ 147-062-03 p 1a" UFr'!5'°___ \ + , ~ ICH 0. NGUYEN ~ wife J JOHN L. McMAI•lUS Z01 KDl1TSOG0ULAS 25.5 L.F.t (TOTAL 33
~ ~ 1~ ~ r ll-IU THI DB 08035 PG 146 DB 04526 PG 642 LF,) 2'-0" CONC. CUR 3328 AUBURN AV 3,,7.D AUBURPI f1'J & GUTTER 147-062_06
\ I x 1: A . ~ ~ f 5 PG x DB 061.8 1:0 . . '~~''~1 ~ I ,'1 ~ ~ ,y, REMOVE AND REPLACE REMOVE AND REPLACE 30 Lf.t 2'-O" CONC. 25 LF.f 2'-0" CONC. CONTRACTOR TO EXERCISE F,OA P. JONES (y
, I ~ 3334 AUBURN r, CURB do GUTTER CURB & GUTTER CAUTION WHEN WORKING IN UB 01608 I'G 282 O
_ ~ \ ~ ' ~ PROP. 13.3 SY \ ~ } ~ ~ _ CONC. DRIVE ~ ~ . f 1 ~ E)<. R 'ROP. 13.33 SY JA~,i~rJE:~tF_-,,,,-, VICINITY OF TREES NEAR 3314 AUBURhd AV. a UONC. DRIVE ,~t,r.F. ~ ~ 3328, 3320 AND 3314 AUBURN
1 - ~W ~ _ q ' , r -
r tom, CONNECT PROPOSED ~ ~ _ - f 149-086-27 ~ ~ W ,a . 1 ~ .I ~ - ,`--c, DIP SEWERS TO EXISTING s rti _ - ..Sx~
r PATRICK 0. 'Y4ATKINS f,. \ ~ I%:F-. r, . I ~ `I ~ . : ~ MH STRUCTURE ~ t ` ~ .,J ' 1F 1R C f E. r. ~J , ~ ~ ~ _ I _ , ~ C - _ _ _ W ^ - - ~ n . tr y G - - - a l 1, ~ y ¢ y ~~r tit ~ ,Y x° x _ x/i'
' ( J _"a' Et.ra & tr E. A ~ i ~1 ! INV. IN 678.52 r ~ . ";vlgFlc ` - ) ~ r'~- DB 11254 PG 527 ,-1,:~ ; ( 1_ e ~ „ ~ r 's - ~ ~ ~ (PROP Sn::D1P) ,w.._._ l.. v'~`~!~`~r 1' .~'ti"h`~`S s yJ'~" ~ EK. t ~
~o'pa~ i_..,re t~1 ~ ~ ~ 60U HAP,TfORU k1,. , ~ I AUBURN _ _ _ ~f,~~ _ i ~`"„tip Irv. ~ - ~i I ~ :11H i' ~'X. !;P= _ . - ~ z:, x4~ _
I ~V ~ i'~'- RIL1 1}-, 68'?R ~ 1^r«.flc: r',( ~ I'•P'~ r- - ~ _ 30 L.F. REPLACEMENT OF 10" EXIST. , ! ore Ir1 ~ P ~1 (~s'cl.6rj RELOCATE EX, WATER LINE , irly or, rns ~ ' PROP. 15.89 SY ` ry`" f' ` 01i ~ 207 ~ 209 PROP. 28.33 SY W irw o~-ir rn_~ 1~5~ Paf~} ~ CONC. DRIVE 211 a ~
i ~ SAN. SE R T 1 ~ Iti~ IN 6;4~!i,a11 ) ^,urueu tr~.) (SEE DETAIL 19, SHEET DO6 1`'~i,~P~ta 1 , , , WE WI H 10 PC350 DIP- o-1v oui6;az? r+r1a, r1 ~ ` ~E : CONC. DRIVE U
r, ~ MATCH INVERTS ,::~:r..' - - -(O rx. ~ clr ~ SEE SHEET P03 FOR PROFILE ~ :x. s° cl~~ ss s ss ~ cJ-
. ~ _ REMOVE AND REPLACE ` ,1. I ~ ° , _ - - " ' - T1E EXIST. 15" RCP CP O ` ~ ~ SS ~ EX. SUrdH REMOVE SS SS SS
I {,I,..., ' I r ~ 73 L.F, t 2 -0 CONC. ~ a+ao INTO PROP . DCB -•--PROP. s` CURB & GUTTER ' - ~ a ~i J (,y a ) ~ + M ELE . n,9. 2 U -~--PROP. 36" RCP o_ 206 208 inv. iri s8a.a' ;=~i' RCF'j 210 ~
r:,,? . ~ j ` 6" RCP ~ s t 1 ~::,r r,orc~ ~,•,<xf -~r-- . ~ S "l PROP. 16.5 SY ~ ~ PROP. 3 CUG ; • • . . ~ EY, CA (E1LNI)1 i 11 x ~3~ u ~ -.t °i ~ ii IH7 Dl!T R8a ' fop` FLP1 6+00 d ~ . M 1 < + is v
I I _ _ . - _ _i % ,a _ _ CONC. DRIVE 204 II ~ ~ 205 iii I ag . • L Y Cf ~ ; _ _ _ PROP. 36" RCP ' ' '
' " ~'r/ - fj ~ / INS !hd E~f 1a (SU N F ' U,_ ~ _ . 3~POFL,~.R ~ ~ ` % uric u~I r~o.•18 I ~ r~Il:,- ti,~r PROP. 13.33 SY ' ' . - CABLE LOCATION FROM I °r a ~I{~,e 1~ ~nl ;x _ _ ~ PROP. 36" RCP ~ ; , ~ ROP. 13.33 SY PROP. 13.33 SY ~,Y~___. v
~ RECORDS-NOT LOCATED I , ~ ,i~ ~ ~ ~ 1~-~' ~ _ _ CONC. DRIVE _ ONC. DRIVE "r t~ t ~ - K~'~~ ~ PROP 18.78 SY
, ~ e'" r ~ IN FIELD-USE EXTREME ~I 13s" OAK ' `'v~~ ~ CAUTION WHEN PLACING ~ : ~ t _ `CONC. DRIVE _ RELOCATE WATER METER
~ ~ 36" RCP ~ ~ Z ABANDON AND PLUG r l ~ ~ ~ ~ 1351 ~ I ~ I . i ~ I } RELOCATE WATER METER R7W
o ~ ~ , , r . ~ ig U . . , IN PLACE ca r1 ; 2'_` . li LAR 1`~~ - l+ LY r' - REMOVE AND REPLACE 315 LF, ~ o ~ f:' r REMOVE AND REPLACE 297 LF.f I/ ' )~r (TOTAL 330) OF 8" SANITARY -~w~r ~ ; ~ , ~
R__..>.--- ....149-08&--2.6 ~ 1 TIE EXIST. 36" RCP IM ~ 'i ~ ~ IJ t , a .,.1 GAS LI E TO BE \ i ~.e° POP AR ;aNURE $TEIPd61AN INTO PROP. CB (647 LF.t TOTAL) 2'-0" CONC. i ~<h SEWER WI1H B" PC 350 DIP SANITARY CURB & GUTTER ~.j ~
s, ~ ~ _ r r. I rl ~ RELOCATED BY OTHERS ~ ~ \ •1 'D`DB 08156 PG 142 j ; % ~ ~ SEWER INVERTS AS SHONM ~ ~S ~ U 1 H
a . 626 HARTFORD AV. ! ~ I P~' ~ ; r.k. ;r? o l a', , ~ ~ t., ~ GAS LINE TO BE ~ 1 n . 1 ,:as ( 1 ~ I~,. ~ ~:,~L ~ 1 L
~ c e• , o f";~,, ) RELOCATED BY OTHERS I p~~~~:;' ~ ~,r1 r 6 t ~u fir Pt r') 7~ 'll.~+n ~ t~ I~.v. 'i fp~!.~U 3~ RI'F 149-081-D4
0 ` ~ ~ ~ v I I EV'EI_YN B, ROBERTS
r, is r ~ \ I \ DB 02099 PG 313
CR if k i .i 3315 AlIBl1RN A,V.
j tti,~~15" BFE~I,~~ ~i~A 1 mar - E 201 , ° ~ 202 t I, ~ ~
L. ~ ..1631 'q s ~ ~ 1 ~ v ~1~ p. j - P \149-081--02 ~ \ ~ ~ ~ ,1V
y o ~ 5'r,U1d _ --1 ~ s 3 C trP EIC 9.17 1 ,14g_031-01~ ~ z' sEr_cll ~ ~ ~ ~ a L~;-ra ~ ROP• ~ ,lilu a16;s~~,rr~:fierr'} ~ - ~ vL ~ ~ Yr11.LIE lAMi3ETH J, flrL ING SCARBOROUGH JR.~- I--.., ~ D .-.~-X149-U81-U.3 ~ ` -....,149-Z181,Ud 5 f,
~ tz U 19 2. x(35" R.~) p ~ / , -t''" ~ _ r:~ ar, RcP ~ I l;'3 01914 PG D03. \ 0 1, ~ ~ ~ll)B", - ,.,J _ Rd'd. 6'?"i.7a. h41,`^~•~ I I, r t i WIFE BEiT'Y B, \ \SAAD RESOl1RCES LLC. _ r~ \ , OB 11?.21 PG 651 . \ ~ \ 1,,,
~ _ _ ~ ~ = - ~ Ex. HEAD wt~t "~~r i ~ ~33~3 AUBURN k~ ~ l ~ ~ cHP17R'i :4S' ZQ~~ L. ~ 't~;r„-1 ~ ( kV, SOB 09541 PG 6, 4 ~ ~ , ~ - G 3327 AUBUF~IJ AV~~~~~ ~ i . .~00-1.12tJ99J'i_ `~3„ 21 kUBURN AV
`s r., _ -r~;~~ ~ 18e I REMOVE %1 ~~r I i 3 • I` ~ -J - I - ~ ~"!3 6"MA~'tr. t1~~ ( ~ ~ s° [~.I-M CLASS B RIP RAP 1' DEEP w~~ ~ °i ~ 1 _ ~ ~ ~ _ ~ 33 S~RUBUR~ _ - _ ~ A I _ \ .
a 1 T+h 8 tdl BERRY ra p . ~ E , n ~ " - k / - i ~ . WIDE) , r, ~ Gina I! rn `r i5 t3;"ECr V ~ ~ r ~ ~ ,
o `t,~~ I~ 11 SHEET D07 m , ` , ` I I ~ 1 r rs r ,
v ~ 'y~ } p ~ ~ E - 149--086-24 r ~~~s ; ~ ; ~
~ ' :,;,,3t~~,iP~,.r rti 1 a°E~M ,_,-1.rn"eI+EPNr ~ ~4 IIOJrARD K(?ITZER ~~I~ z i ~ ~ E A & LEE KRffZ~ER it E ; S a4;~,~ ~ , o ~ ( i DB Oti279 PG -81 ~ ( ,
rat ~ ~ Id; t'~~RRY `ti.~~ 708 HARTFORD AV. ~ ~I r` i _I , :
i v
c as Charlotte-Mecklenbur 9 MARSH ROAD AREA
E c 0 1 STORM DRAINAGE
c w
0 a ~ ~ IMPROVEMENTS I
0 M PROJECT No. G71-96-719

U
o
a` Cl-UUOTTEA AUBURN AVENUE
G ENGINEERING & PROPERTY SYSTEM
PLANS PREPARED BY: MANAGEMENT
600 East Fourth Street
LAW .m ENGINEERING & ENVIRONMENTAL SERVICES Charlotte, NC 28202 AJC WCP 09/10/02
2801 YORKMONT ROAD PREPARED BY APPROVED BY DATE
CHARLOTTE, NC 28208 [phone] HORZ.1"=20' SHEET OF
30100-0-0932 VERT. 1"=4' PBS&J PBS&J NO. DATE BY REVISION JOB NO. SCALE SURVEYED BY CHECKED BY P01 3 J

TOP OF BANK
~ ~ ; t ~ ! t (S ~ ~ I_ l ~ t ,~~1 , 5 , ~ L. ~ 1~ i ~ ~ (I 1, t
i 1. l ~ t i l~1.rr t l +_,r t f ~ ~ ~ ~ i , S i , , , s 1.,
t, 1„ ~ ~ st. X11 yi~_ -t ;~~.j~ 1:~. 7~.. ~ i.~ t_, ~ ( ti S_: t. ~ I r 1 ~ ,
~~,1., ~ I,~. -5 t ~ ~ I ~ ; ~t~ < << ~ i ;1~' ~ t t ;t ~ , ~ NATURAL ANK B SLOPE
r" ' j 1.. t-; ~ t. ~ 1_ t. j j I ~ 1: ~ ~ . , t ~ VARIES 1.5- 2H:1 V
~[~~f.7~r{i~1 tt ,j . S j j ~ ~ ~ ~ t i..~ ~ ~ 1 ~ ~ t., , - - - - - - - ~ ~ t ~ ,t t ~ ~ , ..~-f ~ , ,4
f~~t'..~~(r.~~ ti-t(r„~~(~t.X~~Yr_t~{I ~{L,r~((,..~ i~-y(,l' FLOW T- I ~t~.~~r.~.r~t(1~ 1t;t ~tlS~~~~rr_it. tj~rs~.,~tY.~ t,r,r i i, 1 S 1 r(~ f (f ,1{ ,at..rl J
{ ~ f (1 S~r~j '(.r jTS,x.~ ~ (t ~(J:~7~t " ~ ~ i_rr~tt r ~r) t ~ ~ l f r_( ti f, r{1 s r1 t(i rig„ t~ c r t t,. ~ c ~ t- ~ r EXISTIN PIPE ~.tj.7t ,t. r.~. t_~ ,tY s~~~~ft r<<_ ct c' ~ G STR A W EXISTING AND PROPOSED FENCE LINE z z
t~ rr,~ t(s-,i~_1. ~.t~_ t.{ t~t ~1. t _ ~ its. t~rr E M BOTTOM I I ~((~~~Ct. (~.~tt. (fJ_ 1.~~~{~ltfl.lt( yi~((Siji,l~~~r(J~~Sr a
r_rts_~~~~~~st,~tf~it<<~r'~f(~ttrs-~Sr~~~ti.:tt.5~' ttirri WIDTH VARIES 4 TO 8 TYPICAL ~f ~(~t L~ ~t i(_ rt.l X11 jf. Yr ri~~ [1 1S. ~Y,~:~ (t. tf~~,~(~f.~~i(. (r~~(t{ r[ ~[)~~ft~r~i4lr~r. U
Y W
t~~~rtJ,.~r~~r~.,~~~~i,~~StiI-~~t~,)~ft~iat,~~~~ ~ EXIST. TOP
t. 1"~ 1 ~ S.. ~ i. ~ ~ i ~ , CONCRETE APRON ~ ~ 1. f. t, ~ I i. , ~ " S 7. t. - - ~ , , ~ OF BANK 662
t ~ (1-~ f ~ i , ~ ( ~ 1,~ S-(.~ S ~ w a O
~ a_.~ ~ ; ~~~f o
= FILTER FABRIC STREAM BOTTOM w
, ~ 5..; s ~ • t t t s ~ , ; ~ ~:--B~, 3 . 660
~ VA I _ 1.1.(, ~ ,l 1 ' ``tis ' : BACKFILL WITH R ES 1.5 2 • t.. S.. t,, ~ ~ ~ ~ t , t t
CHANNEL BOTTOM TRANSITION AT 6:1 TOP OF BANK CLASS 1 , t f,1_t- , ~ t t t s ~ ' ~ SELECT BACKFILL
RIP RAP ; t t `t s ~ + ~ ~ ~..5--~.~: GABION BASKET SCHEDULE r ~
' LENGTH OF PROTECTION "L" VARIES s t ~t. ~12 t , , , e ; .S STREAM - ~ , , rsl;i,;, ~ , LAYER 3 Hei ht Width Len th i s -s t X i' 658 9 9
~t. std BOTTOM ~ ~ t:~~S-~
I . 1_ : ~ ; t 0 1.0 3. 0 6.0 _ t 1 18 ~
s ; ~ ~ ,.s t .t , t . ~s# ~,~1;;,'s.. b ~.l,S~ ~ LAYER 2 , t.. ~ ~,i b 1 .5 3.0 6.0 ~ fl
~~t;,~. ~ ~ ~_`a,~{1~t}~t`~ i~~:~ 656 ~ 2.0 3.0 6.0
RIP RAP OUTFACE PROTECTION '~.,-t, LAYER 1 ® 3.0' 3, 0' 6.0
e 1 , Q .0 3.0 3.0 12• GABION W/
TOP OF BANK 3, CLASS I
. CLASS 1 6 BASE RIP RAP
~~i~,~~ tS ~I_C~~~_f. t.t1. x.1..1 ~f-f.t~,, RIPRAP
~ , L. ~ S, ~ 4 , S. i i ~ ~ ; . i, '~i~~ ~ 1. 1. 1, _ 12'
PIPE ~..~1.~% (_~C"t .l~-~~(.t~S~(~~yl1.ti.;__ ~~_;.t1, ( S. ~ , S, t
~ 1rt. ~S~..i,L.~ tip ~4~. ~I~. ~ ~ y S ~ t' t.S,(~ i.: I ~ < i,1 f~ .f t, NATURAL STREAM BOTTOM
- 1 s L, ~ , ~
~('L! ~ ~(r't t(f.,r(• ~t.S~rrt~{, rY~rtl t'(~ s~ , t tY ~ < <<, ct~ r~ ~ ~ rtJ ~t , 1,5 DSO r(- ~ ~(1~rt ,~(1-<~~rtf.,-rY,r~~i,,.i~t,~r~ty_rf„i~,r.Y;~
t l r' 12, ;r OUTFACE PROFILE
N TS
LENGTH OF OUTFACE PROTECTION
~ X Y~ ,
DETAIL N0. 11 CHAIN LINK ~ ~~Y , y \ ~
OUTFACE PROTECTION DETAI L FENCE ~x u`;;< x ~ -y. 'y ; ~ ~ v ~ ,
N T5 Y
1 ~ ~ 'T/~ r
~T . ~ ~ ~ 1 fir. L_~, S. } 1.5'-2' ' t t t_ t.l 1.5 -2' ~ , ( t ,
j~,._.I1_~. f ~ j ~ . :
~ ~ ~ 4_. ,t ~ t Y t ss _s t , fi t ~ 1 t~
t' ~ j'~~. 1 i
~ ~ ~ ~ 2 t ~'i e 12 LAYER 3 f, 1 f ~ ~ ~ ~ 1 1 w~Ywrwr ~ MW(wr~
1 t l t
s ~ ~ ~ , RIP RAP . y~
{~r$,,~1-`, ;r~ 1,~-,-(a~~l->t{'~; 24 LAYER 2
GABION BASKETS 12 u , a >--,.r;; a ,w~ r
PIPE OUTLET RIP RAP N OTES IN ACCORDANCE WITH ` ~ ~ ~ ' ' LAYER 1 SPECIFICATIONS
3' 3-
1. EXTEND APRON ACROSS CHANNEL BOTTOM AND UP CHANNEL BANK TO ELEVATION AT T P F GABION BASKETS
0 0 BANK OR 1' ABOVE TOP OF PIPE WHICHEVER IS LESS. IN ACCORDANCE WITH
SECTION A-A SPECIFICATIONS
2. GRADE - 1HE ELEVATION OF THE TOP OF THE RIPRAP AT THE DOWNSTREAM END SHOUL
D BE THE SAME AS THE ELEVATION OF THE BOTTOM OF THE RECEIVING CHANNEL OR 11-iE SECTION B-B
ADJACENT GROUND IF THERE IS NO CHANNEL.
DETAIL N0.13
3. ALIGNMENT -THE APRON SHOULD BE STRAIGHT THROUGHOUT ITS ENTIRE LENGTH BUT IF A
Z CURVE IS NECESSARY 1~0 ALIGN THE APRON WITH THE RECEIVING STREAM LOCATE TH E CURVE SELWYN FARMS TRIBUTARY
N IN THE UPSTREAM SECTION OF RIPRAP. a OUTFACE DETAIL 1
a 0 ~ ~o
4. MATERIALS -ENSURE THAT RIPRAP NIT - CO S S S OF A WELL GRADED MIXTURE OF STONE. LARGER NTS Co v s
" STONE SHOULD PREDOMINATE WITH n ~ ° SUFFICIENT SMALLER SIZES TO FILL THE VOIDS BETWEEN THE STONES. THE DIAMETER OF THE LARGEST STONE SHOULD BE NO GRATER THAN 1.5 TIM N 0 G
W ES ° THE D50 SIZE. ~R 0
a 5. THICKNESS -MAKE TH MI
° " E NIMUM THICKNESS OF RIPRAP 1.5 TIMES THE MAXIMUM STONE
DIAMETER. n 0
6. FILTER - INSTALL A FILTER TO PREVENT SOIL MOVEMENT THROUGH THE OPENINGS IN TH E
" RIPRAP. THE FILTER SHOULD CONSIST OF A GRADED GRAY ~ EL LAYER OR SYNTHETIC FILTER ° CLOTH.
°
a " ENSURE TIIAT THE SUBGRADE FOR THE FILTER AN RIPR
D AP FOLLOWS THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT AN
" Y FILL REQUIRED IN THE SUBGRADE TO THE m DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON
~ UNDISTURBED SOIL MAY ALSO FI a BE LLED BY INCREASING THE RIPRAP THICKNESS.
3 Chadotle-Mecklenburg
8. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFI A ° ED GR DING LIMITS SHOWN MARSH ROAD AREA
' ON THE PLANS. •
Z 9. RIPRAP MAY BE PLACED BY E UIPMENT W Q ,BUT TAKE CARE TO AVOID DAMAGING THE FILTER. - ST ORM DRAINAGE
Z 0 ~ IM PROVEMENTS
W 5 10. IMMEDIATELY AFTER N T Z CO S RUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION. , Serul ~ • ces
°
s
'jjM " ' ' OUTFALL PROTECTION
u
o PLANS PREPARED BY: ENGINEERING & PROPERTY DETAILS
i u MANAGEMENT
LAW 600 East Fourth Street Charlotte, NC 28202 MM WCP 08/27/02
ENGINEERING & ENVIRONMENTAL SERVICES 2801 YORKMONT ROAD PREPARED BY APPROVED BY DATE
CHARLOTTE, NC 28208 [phone]
30100-0-0932 NONE PBS&J PBS&J SHEET OF
N0. DATE BY REVISION JOB NO. SCALE SURVEYED BY CHECKED BY D07 11 1

GABION BASKET SCHEDULE
GABION BASKET SIZES AS INDICATED Height Width Length GABION BASKET SIZES AS INDICATED
CULVERT HEADWALL U 3, 0' 6.0' CULVERT HEADWALL
TOP OF BANK b 1.5' 3.0' 6.0' 0 TOP OF BANK
~ 2.0' 3.0' s.o'
d 3.0' 3.0' 6.0' a 0 _ a a b b b O _ _ I 0 0 _
b b b b b b b e 1.0' 3.0' 3.0' 0 a 12' WIDE BY S' HIGH O 12' WIDE BY 8' HIGH a 0 I a a b b b b I o o a a a a
b b b b b b b PRECAST NATURAL 801TOM ARCH CULVERT PRECAST NATURAL BOT10M ARCH CULVERT b b ~ b b b b b b FLOW
mot--- FLOW d ~d ~ d ® ~ b b d O 0 1 ~ b b b b b
d 0 0 - - STREAM BOTTOM 18" 18 b b ~ ~ ~b b b . b srR
CULVERT FOOTING EAM sonoM
TI CULVERT F00 NG 6'-0" L 6'-0" -0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0"
C B A CLASS I RIP RAP CLASS I RIP RAP A A 8 C
RIGHT BANK GABION WALL ELEVATION LEFT W LEFT BANK GABION WALL ELEVATION
NTS NTs
NOTES: SEE SHEET P32 FOR PLAN VIEW. 600 HOLLIS DRIVEWAY
SEE DETAIL N0. 31 FOR FOOTING DETAILS.
SEE SHEET D10 FOR TYPICAL GABION WALL
INSULLATION DETAIL. \ ~ - - i -
1'-0" / 1 -6"
1'-0"
3701 ANNLIN 1'-6" / 1'-6"
LEFT BANK ELEV. 939 HARTFORD 1 ~-6" ~ 3'-0"
RIGHT BANK ELEV. - GROUND CENTER - - - - - - - - - - 1'-6"
GROUND CENTER LINE 1'-6" ELEV. 675.0 ELEV. 675.0 1'-6"
LINE LEFT BANK ELEV. RIGHT BANK ELEV. B A 1'-6" 1'-6"
A B 1'-6" t'-6"
ELEV. 657.6 CROSS SECTION A
© Q O b ELEV. 657.6 NTS
14' WIDE BY 8' HIGH
© © O O © © O ® PRECAST NATURAL 14' WIDE BY 8' HIGH
PRECAST NATURAL EX. CHANNEL BOTTOM EX. CHAIJNEL BOTTOM BOTTOM ARCH CULVERT 600 HOLLIS DRIVEWAY
BOTTOM ARCH CULVERT Q © © O PROP, CHANNEL BOTTOM
PROP. CHANNEL BOTTOM ~S SECTION A
FLOW FLOW CROSS SECTIO d d d d d d d d OOOO OOOO - NTS NTS ~ ~------i
18" ~ - i 18"
CLASS I ~ ~ ~ i CLASS I RIP RAP RIP RAP i
i., ~ i~~~ /i.~/~/i T 1'-6"
`CULVERT ~ '~~CULVERT 1'-6" 1'-6"
FOOTING A B B A FOOTING
CLASS 1 RIP RAP
CLASS I RIP RAP ELEV. 675.0 ~ ~ ~ ELEV. 67 .0 3701 ANNLIN
939 HARTFORD
LEFT BANK GABION WALL ELEVATION RIGHT BANK GABION WALL ELEVATION - 1'-s" 1'-6"
NTS NTS 1'-6" - CROSS SECTION B
- ~ -6" NTS
1'-6" 1'-6"
_ - 3'-0" 600 HOLLIS DRIVEWAY
ELEV. 657.6 ELEV. 657.6
1 ' - 6 " - - - - - ~
NOTE: SEE SHEET P31 FOR PLAN VIEW
SEE DETAIL N0. 30 FOR FOOTING DETAILS
1'-6" 3'-0"
CROSS SECTIO 1'-6" _ _ ~S SECTION B _ _ _
NTS NTS ELEV. 675.0 ELEV. 675.0
f
• INSIDE FACE OF
PRECAST
CONCRETE UNIT LEG NOTE: CROSS SECTIO ~ SECTIONS TAKEN FACING
AIL CROSS SECTION C
- NOTE: SEE SHEET D10 FOR TYPICAL GABION WALL INSULLATION DET DOWNSTREAM H e• e" STREAM BOTTOM STREAM NTS
O 3. B• a 3.
~ ~ 0
rc ~ ~ Q. ~ a Y o IN INSIDE FACE OF
° INSIDE FACE OF N Pf PRECAST NOTE: CROSS SECTIONS TAKEN FACING DOWNSTREAM
° • PRECAST '~~ii~<ii~ii ii~ii ii~~~ ~'ii ,,,~y~y v,~~` CONCRETE UNIT LEG C(
~ r,. r . CONCRETE UNIT LEG
° - SELECT BACKFILL , p. . O • 1 . 8" ~ 8" e'
9 ~ ~ a.: ~ STREAM BOTTOM i i , ' -8- STREAM BOTTOM e
°O IV N y 11 • z , ~ 18 CLASS I RIP RAP , : ~ 3" ~ _ 3° _ 3" ~~1
° M a y I - ~ DDDD~~~~ 1
O e m U ~ I u ~ _ \ a Y Y O O ~ ~ - i~ - - V ~~R
Q t . M1 ~ Ml ~ • ~ - NJ 0 , G
K •
_ - , i ~Q v , o
M 3 #6 TOP & BOTTOM Z._6. #5 TIES ~ 1 6 O.C. --L SELECT BACKFILL - 1 o - ° a I a 18 CLASS I RIP RAP Q.
~ lV ~ • a • 11 N fV '
3 ~ • a - 1 CLASS I RIP RAP 8 Charlotte-Mecklenbur 9 ~
o , ' ~ - MARSH ROAD ARIJA
J Q • STORM DRAINAGE
H Z W
Z I IMPROVEMENTS
5 _ 1'- " , , 3 - 6 TOP & BOTTOM 5 TIES ~ 6 0 C # z~_s" Z 4 6 TOP & BOTTOM # , W # 3'-0" 5 TIES ~ 1-6 O.C. ~_s" # Ser~iees v~
° NTS
, PRECAST NATURAL
V
U BOTTOM ARCH CULVERT
~i DETAIL NO. 31 DETAIL NO. NO. 32 ENGINEERING & PROPERTY
PLANS PREPARED BY: u MANAGEMENT DETAILS
ZEBAR DETAIL 600 East Fourth Street Charlotte, NC 28202 AJC WCP 08/28/02
LAW FOOTING REBAR DETAIL FOOTING REBAR PREPARED BY APPROVED BY DATE
ENGINEERING & ENVIRONMENTAL SERVICES ' HOLLIS R D OVER LITTLE HOPE CREEK HARTFORD AVE. OVER C
2801 YORKMONT ROAD NTS SHEET' OF 30100-0-0932 _NONE Path
CHARLOTTE, NC 28208 [phone] NTS NTS NO. DATE BY REVISION JOB NO.. SCALE CAD FILE PATH DOQ 1 V 1

SANITARY SEWER /
INVERT 684.72 TO BE ENCASED
WITH CONCRETE ~ 2'-0" 0~ ~ ' 8'-0" 'f- 8'-0" 8'-O"
WHEN INVERT F\' 2 -0 F\'
IS POURED II 8"
0 - - - - - - - - - - - - -
O 8'-6" ~ 0 P . rOG 6` "5 GQ ~\G TRANSITION TRANSITION
s'-s" ^ yo 6 P~ ~ ~JQ - - - - - - - - - - - - - - DOWELED CURB
, 'h GQ Qq\G ~6 PG p B 6 B
~ \ 0 0 BACK OF CURB
. 2'
9~ GUTT~RIIN~ ~ ' ~ - - -
iy - - - - - 20" VALLEY CURB DOWELED
91- 7'-6" 7'-6" 4'-0" • PER CMLD STD. 10.19 (TYPICAL) ' FRAME GRATE EOP
8'-6" 4' - 0" - - - - - - - - - - _ - _ - - - CMLD STD. 20.14
~ a • DETAIL 1
PLAN VIEW Q
PLAN VIEW
a 3' 6" ~ U ~ F- tQ0 x a
x a G a~
oOU~ ~ ~aw ~~W
C 0 NOTE: CfiAMBER WALL ARE TO BE
2'-0" DIA, MH CAST-IN-PLACE CONCRETE 2'-0" DIA. MH
SEE NCDOT STD. SEE NCDOT STD. 3" RADIUS
DTL. 840.52 DTL. 840.54
FRAME AND GRATE
{CMLD STD. 20.14)
PLAN VIEW INSIDE FACE OF PRECAST g"
CONCRETE BOX lEG TYPE i-2 BITIMOUS CONUOTE 'r 2'-0" SURFACE COURSE
BOX CULVERT g" 8" FLOW LINE 6.. THICKNESS VARIES
~6 ®6" O.C. EACH WAY GROUTED IN PLACE I-III- FILL VARIES
10" ~ I GRUUT - -(~8» -III-I
18" CLASS I 6" KEYWAY - RIPRAP , ,
A • • , TOP OF PRECAST ~5 STIRRUPS
W 32" LAP LENGTH f - . - BOX CULVERT . ~ 1 6" O.C.
MIN. (80TH SIDES) ~ )XY ~ PR A T BLOCK OUT IN PRECAST
' -f- 8" a ~6 DOWEL SECURED IN PLACE WI1H EPOXY CHAMBER WALLS TO BE I XT NDING I TO PRECAST BOX CULVERT 2'-6" 6 ®6" O.C. EACH , E E , ATTACH TO EC S R.C. BOX (2'-1 3/4" X 3 -1 3/4") 2 -6 , ' BOX CULVERT SECTION
3'-4" ~ CAST-IN-PLACE CONCRETE ~ 8" ~ WAY, BOTH SIDES 2'-6" I' ~I 3"CLR (TYP) . WITH S" ®~4 REBAR DOWEL
2'-0" 6" 2500 PSF MUD MAT I. I~ 1• R6 1'L V PLACED INSIDE (AS CALLED FOR ON PLAN) AT PLAN)
4" D.I.P. TO BE ~ 10" STEEL CASING • ~ • .

, a i /\/i ~6 ~ 6" O.C. I N A-A SECTO
EACH WAY 8"
1' 4'-8" - 8" 2' 4_" 2 -6 ~5 11ES ®1'-6" O.C. 2-~!6 TOP AND BOTTOM
" TEEL CASING W 3" STUDS ®2' SPACING 3-~6 TOP AND B~>TTOM 10 S /
BOTH SIDES. SLEVE TO BE CAST-IN-PLACE 8'-6" _ CONCRETE. SANITARY SEWER INVERT 684,72
SECTION A-A SECTION B-B
SECTION A-A SPECIAL DETAIL N0. 26
CURB INLET DETAIL _ NTS
2'-0" DIA. MANHOLE
Y SEE NCDOT STD. DTL 840.52
~6 A 6" O.C. EACH WA 5000 PSI CONCRETE 10
• a
8" ! _
1 -4 3 60 3'_q" W/ 32" LAP LENGTH #6 0 6" O.C. EACH ELLIPTICAL G T MIN. (BOTH SIDES)
WAY BOTH SIDES) RI,P ( I V T
CHAMBER WALLS TO BE CAST-IN-PLACE CONCRETE - - - - . -~-FLOW
• •
• '
3" STUD ®2' SPACING 10" STEEL CASING W/3" STUDS
1 TOTAL = 8 STUDS ®2' SPACING EACH SIDE 8" DETAIL 1
;EMENT
y6 ®6" O.C. EACH WAY TOP VIEW FOOTING REINFORCEMENT POURED INVERT TO SPRING LINE
OF PIPE. TO BE SLOPED AND FORMED TO MAKE A CHANNEL
INSIDE JUNCTION BOX
SEC110N B-B
SPECIAL DETAIL N0. 25 25
= BECTON ROAD 3 SIDED BOX CULVERT CULVERT
~ 2'-0" DIA. MANHOLE ~ T 840.52 FOOTING PLAN = SEE NCDOi STD. D L #6 ~ 6" O.C. EACH WAY
~ 5000 PSI CONCRETE 10° NT5
N 10„ O n ~ ~
N \ ,
O ~-Z-~-~' • • ~ ~ P ~
3 a A Oi . ~
° 90' ~q6 ~ 6'-0" . '
~ 38"X60" 3•_q" W/ 32" LAP LENGTH Rn ~
#6 ~ 6" O.C. EACH ELLIPTICAL MIN. (BOTH SIDES) W ~ WAY (60TH SIDES) T IN ~ RCP o r~o E a'~
a
rc ~ • d S
a 7 N
0 6 ~ 6" O,C. EACH WAY
~ ~ 8" W 10" 10'-9,.
1' 3'-6 3 Charlotte-afecktenbarg ARSH ROAD AREA M
10" STEEL CASING W/3" STUDS •
®2' SPACING EACH SIDE POURED INVERT TO SPRING LINE TORM DRAINAGE S
CASING TO BE CAST IN CONCRETE FORMED TO MAKE CHANNEL z W f IMPROVEMENTS I
z 4 W
s 4" D.I.P. TO BE PLACED INSIDE Services
W 10" CASING 0 a
r+r~r~rr nmmr ~r,,T,TnN RnAn CTIT.VERT
b n
SECTION C-C ENGINEERING & PROPERTY SPECIAL DETAILS
W 0 MANAGEMENT
600 Eost Fourth Street
PLANS PREPARED BY: SPECIAL DETAIL NO. 24 BELTON ROAD JUNCTION CHAMBER Chorlotte, NC 28202 AJC WCP 08/27/02
PREPARED BY APPROVED BY DATE
LAW AND SANITARY SEWER PASS THROUGH SHEET OF
ENGINEERING & ENVIRONMENTAL SERVICES N TS 30100-0-0932 NONE PATH 1 D09 1
2801 YORKMONT ROAD SCALE CAD PILE PATII LNODATEE BY REVISION JOB NO.
CHARLOTTE, NC 28208 [phone]

TREES NOT INDICATED TO BE R FED TO BE REMOVED TREES NOT INDICATED TO BE REMOVED
TREES NOT INDICATED TO BE REMOVED SHALL BE PROTECTED DURING CED DURING SHALL BE PROTECTED DURING A WITH PLANS
SHALL BE PROTECTED DURING CONSTRUCTION IN ACCORDANCE ACCORDANCE WITH PLANS CONSTRUCTION IN ACCORD NCE Q~
CONSTRUCTION IN ACCORDANCE WITH PLANS AND SPECIFICATIONS AND SPECIFICATIONS IS ~ AND SPECIFICATIONS
~
~ 1 ~ ~
EXISTING TREES IN EXCAVATION AREAS ~
TO BE REMOVED UNLESS OTHERWISE DIRECTED
E (STING TREES IN EXCAVATION AREAS
T BE REMOVED UNLESS OTHERWISE DIRECTED
MAINTAIN EXISTING
MAINTAIN EXISTING DRAINAGE ~ EXCAVATE /GRADE SLOPE
MAINTAIN EXISTIN W EXISTING STABLE DRAINAGE
DRAINA UPPER BANK I EXISTING CHANNEL BANK
t
EXCAVATE /GRADE SLOPE ..k ~
r
~l ~ 1.0
EXISTING CHANNEL BANK ~ 1.0 1.0
1.0~ H H ~1.0 INSTALL CLASS 1 RIP RAPH
1.0 H 1.0 INSTALL CLASS 1 RIP RAP 24" MAX. THICKNESS
~1.0 1.oL INSTALL CLASS 1 RIP RAP
<1.0 18" MIN. THICKNESS
o BASE FLOW INSTALL JOINT PLANTINGS t.~ ~ BASE FLOW = WATER LEVE L
BASE FLOW = WA1ER LPVEL ATER LEVEL
INSTALL CLASS 1 RIP RAP t Wi
18" MAX. THICKNESS INSTALL JOINT PLANTING Wt _
INSTALL CLASS
1 RIP RAP 24" MIN. THICKNESS
PLAN VIEW
PLAN VIEW PLAN VIEW PATTERN PATTERN
PATTERN FBS4 -FULL BANK STABILIZATION -TYPE 4 0 o FBS 10 -FULL BANK 5TA81 LIZATION TYPE 10
- PE 4 0 0 0 o LBS4 LOWER BANK STABILIZATION TY o 0 0 Q Q N o Q N.T.S. ~ ~ ~ N.T.S. 0 0
0 0
NCDOT CLASS 1
RIP RAP 18" THICK
TREES NOT INDICATED TO BE A1ED TO BE REMOVED
~ TREES NOT INDICATED TO BE REMOVED SHALL BE PROTECTED DURING SHALL BE PROTECTED DURING ~ CONSTRUCTION IN ACCORDANT CTED DURING J ACCORDANCE WITH PLANS
N TRUCTION IN ACCORDANCE WITH PLANS COS AND SPECIFICATIONS JNS ~ ~
AND SPECIFICATIONS
~ NOTES: GABION WALLS TO E WALLS TO BE INSTALLED IN r ESTABLISHED PLANT SHOWN FOR
~ ACCORDANCE WITH I )ANCE WITH MANUFACTURERS ~ INFORMATION ONLY
~ RECOMMENDATIONS ~ENDATIONS r
~ FI INSTALL GABION LI . GABION FILLER STONE . ~ ,~w
~ AS CALLED FOR IN ~ SPECIFICATIONS .LED FOR IN THE a~ . ~ CATIONS ~
~
INSTALL TEMPORARY SURFACE
STABILIZATION MAT C
ON DISTURBED AREAS r \ ,~W v
EXISTING TREES IN EXCAVATION AREAS 1O BE REMOVED UNLESS OTHERWISE DIRECTED
2.0 (min,) X1.0 , l
0
EXCAVATE /GRADE SLOPE 1 MINIMUM MAINTAIN E STING w2
DRAINAGE INCLINATION EXISTING CHANNEL BANK J ~ \
BURY MAT TO COMPACTED FILL 6°-- 10 o
INSTALL CLASS 1 RIP RAP ANCHOR PER 6° UNDISTURBED 18 MAX. THICKNESS dvlf~idt}{46 48" LIVE CUTTING (DORMANT) d \ H ~ 2
TA JOINT PLANTINGS EXIST. GROUND INS LL SPECIFICATIONS O
COMPACTED FILL ~ CLASS TRIP-RAP IP-RAP 0
N INSTALL CLASS 1 RIP RAP rc
rc EXIST. TOE OF BANK OF BANK EXISTING O GROUND
H CUT 2 NOTE: SPECIES TO BE USED AND SPACING FOR o
1.0~_ INSTALL FILTER FABRIC ~ <1.0 1.0 ~ BASE FLOW BASE FLOW JOINT PLANTING WILL BE PER SPECIFICTIONS.
ro ~1.0 CUT - A ER LEVEL o - TVATER LEVEL
12" _ 1'~
a BASE FLOW = WAT R LEVEL o E
FILTER FABRIC Z "J
W W P O JOINT PLANTING (IN RIP RA) O
o _ ~ FOUNDATION CONDITIONING o MATERIAL NT ..S.
a 0 A~® 1`~
a N M)
` ~ PLAN VIEW
~ PATTERN Charlotte-Mecklenburg MARSH ROAD AREA
_ GBWI - GABION WALL INSTALLATION 3 FBS I I FULL BANK STABILIZATION TYPE 0 0 STORM DRAINAGE
° o N.T.S. o o N.T.S. r ~ , ,
J 6 IMl ROVI;MENTS
X w .,r Services
z 0 rc
5 z w ~ STREAM BANK STABILIZATION
rr~a~i,nTrr
0 a V1.1 iL as iL V a
0 n ENGINEERING & PROPERTY STANDARD DETAILS
V W MANAGEMENT
0 a PLANS PREPARED BY: 600 East Fourth Street
ti Charlotte, NC 28202 AJC WCP 08/27/02
PREPARED BY APPROVED BY DATE
LAW ENGINEERING & ENVIRONMENTAL SERVICES SHEET OF Job Number NTS Storm woter\0932MarshRood\desian\D10 D 10
2801 YORKMONT ROAD 11
CHARLOTTE, NC 28208 [phone] IN ATE BY REVISION JOB NO. SCALE CAD FILE PATH

_
i
_ _ _ _ I I _ _ . _ . _ _._....~1 ~ I
I _ _ _ _ _ I _ _ _ _ _ _ _ _ _ _ _ _ ; I I _ _ ~ _ _
_ _
I. _ _ _ _ ! _ - _ _ _ _ - _ _ 1 i
_ ; _ I _ I
i I ' 1680 I ~ I 680;
: i I I. _ _ _ _ _ _ _ _ r
I I i I _ _ ~ i _ _ , I _ _
I _ _ _ _ _ _ _ _ - _ _
~ i ` ' I , . , I... . . _ . _ _ _ _ ' -
1101 _ _ _ _ _
_ 110 ' , I , 1103 I
k,, ~ . I , - - - - - i i I
_ . _ ; _ Q Q I I. ~ i u~ ~ i j
ii ~ i I I ~ ! ~ o_._. a _ _ _ I . I w ~ a W ~ rt . . o ! _ I __.o n.....-. 1 i ~ I
: ° ~ ~ ° ~ I _ I _ _ _ _ _ _ _ . _ _ _ __w~_- ~ . ~ o__ , I I _ _ i _ .._..F-- f o _ . _ i
r =moo > i I _ _ _ _ _ i _ . _
_ I I m N J IU~~ ~ J I i _ - ~z w )
~6 7 0 . - _ ~ _ _ _ _ _ o o ~ .k~_,~- ___._...~fl o a W----_.._ - _ _ ~o i - _ i.__.-._.~_._.~.___ i- - o 0 0- - ~
•NZ ~ ,NZ ~ EXISTING GROUND PROFILE LEFT _ - _ _ - . O~~ Q a ~J? ¢ d EXISTING GROUND P ~ Uz ~ I ROFILE a z a ~ ' I _ . I
! _ _ _ I , _ _...i j I _
i _ ~ U Q 1~ (9 U Q to C9 _ A _ PROP. DCB"S"'°
_ , - - ~ ~ 1 i ~ _ I i
I _ EXISTING GROUNI I - _ _ _ - - . i XISTING GROUND PROFILE RIGHT - _ ~ 1 _ _ _ ,
I _ _ a . I - - - - - - - - - I ~ ~ - I ~ L~ - - - - - - i
~ , I TOP IN 66.0 PROP, 24"R P ^ _ _ _ - i RAP I I < < _ _ _ 14'. _
I . _ _ . _ . _ - _INV; 661.0.,_. _ _ I I I I I TOP OUT 664. _ _ _ r . _ ..r i
l . _ PROP. 14'W x 8'H L-_ _ ' ~ PRECAST NATURAL j :G.,BIOI ,WA L..; I t i ~ ' ~ ~l7 ~
: _ t BOTTOM ARCH CULVERT ~ L _ . _ ~ 2~' RCS' ~ 4,
7.50' ! ~ - INV. IN 60.0 _ _ _ _ PROP. 8"SAN _ _ INV. OUT 658. ~ EXISTING CHANNEL BOTTOM 8 ...I , I
a.. INV, 6581 ` I x. lH I.rl s 30TTOM _ ~ _
'660 ~ ^ ` - - - - - --7n~ ~I;rn _ • _ _ _ r . 18' CLASS I, 1 i 6 6 ' RIP RAP ~
. I I_ _ _ - : ~ ~ I .._-_____-"-I
i I I I I _ _ _ - - . _ _ _ _ _ _ _ _ _ _ ~ I EXISTING GROUND PROFILE CENTER r7a:.I i I ~ w I ~ ~
2.5' 16" CLASS I ..RIP.. RAP . _ o I ~ ' . _
I I ~ N A.. ~ d..... 2. ~ ~ ~ ~ I ~ . BOTTOM FOOTING _ ~ ' _ , _ ~ c0_ _ _ .
I I CAST IN •PIACE FOOTING 25x00'-~ _ - _ _ _ _ _ _ . _ _ _ _ _ _ _ 656.0 ~
I - - _ - _ I _ I r o z _ , !i t. S~ Ir.~~;. r5tl.1 ~ ~ > > I
I BOTTOM FOOTING 656.0 _ _ _ _ ~ Z Z i
j ! PROP. Rf LOCATED ~ ~ I ~ '
~ _ _ _ _ I . _ _ _ _ 06" WATER _ _ _ BOTTOM FOOTING 654.6 _ _ _ I i i _ _ _ I
I _ _ _ . _ _ . _ ~ I ; _ _ _ i . - _ _ _ INV. IN 661.00 ~ ~ ' I _ __.-(18° EX.~24"PROP) ~
I - `F' I _ i _ _ . _ - _ - _ _ i I
I SECTION A-A ! , _ - ~ 6
X650 ~ - - - ~ - - - - - • r ~ - i ' I ~ ~ '
_ _ _ _ _
_ .
r I i _ - _ _ ~ - _ ~ _...._..__..._---I I
i I _ . _ . I I
i
I
3+00 2~ 5+00 4+00 2+00 1 +00
w I r~,, ~ r
f 1 i' 1'~ - I /l •.~r. i 1 I / I °1 " ' INSTALL SPLIT RAIL FENCE
149-109-11 i / ~ ~ ~ WITH WIRE FENCE FOR PET l
FRANCES G HASH '•,i i ' l's i' i i r~' I ,r ' I y ' ~ r REPLACE 35 L.F. OF fr 1 i' I ~ 't; t' REMOVE AND i r' rl CONTAINMENT AND (1) 42"
DB 01886 PG 035 r r ~ t r ~ r r SAN SEWER W 8" iJ i ~ iJ ;'149-109-10 ~ v,,, = 8a' / i I • 918 HARTFORD AV . ~ r ' REPLACE 47 LF.t ''~,,'I, ~ ? J ' BENJA611N H. REEEE ' i ' ' REMOVE AND REPLACE E PC 350 D.LP. MATCH i .14?-tas-19 ~ m ~ w WIDE GATE. TlE TO EXISTING REPLACE ' - ~ FENCE AT EACH END. y I 1
il' CONC. r '1 1 rte' OF 2'-0" ' EX. DRIVEWAY IF DAMAGED l , , :DB 06898 PG 457 ~ + 1 ~ ~ ~J i ~ , INVERTS-NO JOINTS II ' CYNTHIA K. KIRBY'~ i `I ~ ? CURB & GUTTER I ~ ~ ~Y IF DAMAGED - ~ ) GATE LOCATION TO BE ~ I ~ iDETERMINED BY PROPERTY WNER.
~ ~`r~ 930 HAR"IFOP,D A'JE. ~ '~r i TO BE ALLOWED I,~ i~ ' .1 DURING CONSTRUCTION J j , , I OQ 09386 PG 767r ~ !s,!4 I I ~ I i H CULV RT a I 1 `r '~•~.~y;' I ly,, i~l'~, , INSIDE T E E I, r„93_ HARTFOPD Ab'E. I STRUCTION ~ ~
i~li'I l i I ~ d' t r l ~y,~J I I`` `Y ~i i~~'i j I ;'i , I y ' 7 I I ~ Z ~,SEtr DETAIL 13, SHEET DO z~ s FOR SELWYN DESIGN
'I ~ , REMOVE AND REPLACE ii 'I I, ~ti..' I + i' j (PROP. GABION WALL I i ON WALL ~I
4'' f I flo',i.~ i , ! I`~ 66 l.F.f OF 2'-0" CONC. I i' ; i, I r i I , i ~ I , (SEE DETAIL 28, SHEET DOI J•` ~ ~ .~s` ;r,r 'I ..4 i CURB & GUTTER iii j I i i _ 28, SHEET DOS) I~ AND`R1AN SHEET P30
1 „~r y' _ _ iC.~ 1 REMOVE AND REPLACE I I I ~ ' , I may' I "1 I I I ''°I r"~°' 1 ( 30 l.F. # EXISTING I I RELOCATE EX. WATER LINE Ib'~ ' i ~ `PROP. 134.17 SY ' "m FOR',A~DITIONAL WORK Q 14.17 SY - ! I. I li, TO BE;~~ERFORMED
F.f~~ n~ R MOVE AND RESET ~r r I y , ~ E i CHAIN LINK FENCE ~ i ; i CONC, DRIVE ~.r ~,r--''~ ( r"°~` ' I' I ~ C; SEE DETAIL 22, ii i - , .i 30 LF.t EX. CHAIN 'i ,1~' 21VE ;,~,~~.;t ~ ON PRb~Ef~TY
S ~ r""" ~J rp Ilr~ 1 ` ONLY REMOVE I II~' k I 4, ~ , ~ , LINK FENCE j C? I I- ; I : ! i ~ ~ SHEET D06 l.>?' ~ e e ~ >
,,,~0`'1 I' -^~~,r,.l~~,,~,gp r: VEGETAION WITHIN - I NI ^ ` ~ I ~ I I ~ ~ "r . u'k1Cii r 0 OF PROPOSED , I'. 1 s v „ I REMOVE AND REPLACE 0ll: ~i i<<. ~ ~ iy~ 11i~~ ~r , i AND REPLACE d `
`t, ,k I ~ ' I?,,,.. ,kf;'ea. t IM ROVEMENTS I i m;,~, „,7C ~,.~<<•~>>~~ 60 LF f EXISTING CHA ---y:_.- - ~ P ,.!I C'h 'G59'^.t~,TE9y'Yx~R^. > 5v~t 4t5%'>s.4 r, '"e--- ' ,I1 ~ C t ,r ~~r*.~~,~~'ti„„^. . y~ . <4' '>''y :<`v~, r <tt ti'r>~ ~ K r''1." ` ~,',r~" t > > I t EXISTING CHAIN LINK FENCE ` ' ~ ~`~f
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3 „ REMOVE AND REPLACE , ~ _ ~ I ! ; 11 e. ui.;1' i'a7. ~ f ~ P 'DEEP ON BOTH BAN i•' 1 • EX. 80 LF f I i r - - I I DEE PER DETAIL 11 2 - ~ ! C~ I ' ~O , ,
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F NCE ~ I I ~ R~1OCATED ~ - 110 { I ,P- LINK E 1 ~I, I ~ II .ivy::=+ o:r, 1~~..w . 11=:r„~ ~ ~ i B;Yi OTHERS (a-'A a lir. `I REPLACE 65 LF.f p 149-106-16
~ ; ! ! ~ ~ REMOVE EX. 18" ~ at a i' r!I ~i OF 10" VCP WITH 149--106-17 y 149--106-17 E.._..""_- _ RU1H E. SiEPNENSON
~ ~ ' ` I" ~ I ~ ~ I ~ RCP BETWEEN LENiIS D. VAUI a I ~ I - r PROP. MANHOLE 10 D.LP. $ Ij. i!! I i,.-~l I`~ & WIFE„ f=A.UL LEN~IS 0. VAUGI-IPI DD 08899 PG 063
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o r ~ HEADWALL SEE SHEET DOS FOR I' i i r r r ' ~ I I; TO PROP. STORM MANHOLE ~ W1FT--. UOP,OTFIY M. ,j
L J~ t t' ;'.;r~ FOOTING DETAIL N0. 30) ~'I J ~,I I; ~ 149-109-UB ~1_I OB 04534 PG 481 ~,I'
3 ~I A S. SECK.E.R IU _ 3 ~ I ~-'''~I I' ~ 3701 APlNLIIJ A'lE. i,„ f~~, V LLI M 1 ~ I J ;,I, P E ~ 149-109-09 ~ I~`' I..
& WIFE, HEIDf P,BELL I I I -••>l~-. _ rk k o > 4tiALTER E. McRE,A JR. , ~ I ; I,,„~ ) I I 9 ! ~i~:t°~~~' 0~3 0994H f G 552 l -r-.,
I ' 3655 ANIJI-IP•J A`JE. WIFE, NELI_ B. ~ I r ~ I. I 1 ~ r,a o r,~1 o3zoo PG z22 ~ ~ F; ~ 11" ~ p t~ CONTRACTOR Karl It - eekl n ur C o e M e b g MARSH ROAD AREA ,ONTRACTOR TO COORDINATE WI ' ~ '
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J001 riIVIVLHV Avt. 1-4 , 1 1 NOTE: PRECAST MAN 'RECAST MANUFACTURER FOR ® ~TOK1Y1 VWWNAUE
11 ! I I i CONTRACTOR TO USE CAUTION WHE I LOCATIONS OF I I .OCATIONS OF UTILITY „ IMPROVEMENTS
I I ! j I WORKING IN AREAS OF OVERHEAD TILITIES AND DRAINAG tND DRAINAGE TIE IN BLOCKOUTS.
PROJECT No. 671-96-719 WATE
o NOTE: Services
UPSTREAM AND DOWNSTREAM TO BE
PRECAST HEADWALLS FROM -21 (o a CMUOTTE HARTFORD AVENUE
NATURAL BOTTOM ARCH CULVERT w AT LITTLE HOPE CREEK ENGINEERING & PROPERTY
MANUFACTURER. CULVERT MANAGEMENT
PLANS PREPARED BY: 600 East Fourth Street
Charlotte, NC 28202 AJC WCP 09/10/02
LAW PREPARED BY APPROVED BY DATE
ENGINEERING & ENVIRONMENTAL SERVICES HORZ. 1"=20' SHEET OF
2801 YORKMONT ROAD CHARLOTTE, NC 28208 [phone] 30100-0-0932 VERT.1"=4' PBSW PBSW
N0. DATE BY REVISION JOB NO. SCALE SURVEYED BY CHECKED BY P31 35

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~ BOTTOM FOOTING 678.9 _ ' _ ~ ~ r a
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~ ~ BY ~4'JILL ~ 1 \ ~ \ C ~ ~ ; 4541 PG 386 ~ fir, i` ~ TYPE I DRIVEWAY ~ DB 05223 PG 79?. ~ D°'; ~ , \ 728 BECTON` ST.~ \ 1 ~ ,
v ~ DBO ~i i~r \1 ~ ~ ~ 508 HAR"IFORU A.V. / x ~ X451 ~ 11 6
~ ~ ~ , 'v' / r ~ / ~ ~ ~ RELOCATE EX. A~ ~ ~ ,
~ ~ REPAIR REPLACE EX. DRIVEWAY r ? 1~' ~ / ' ~ WATER LINE 'a ~ ` % °i~, , ~ ~ SEE DETAIL 19, ,
IF DAMAGED DURING ~ ~ . ~ CONSTRUCTION (3801 SF) ~ - 'e ,~,i \ ti ~t ~k SHEET D06 2 `1
~ ~ ~ REMOVE 2 - `V ~ 2 L F.t 2 0 _ ~ ~ tom," ~ 22 L.F.t 2 0 ~ G LINE TO BE ~
~ ! CONC. CURB GUTTER % / / REPLACE WITH 2~6" ~ ~ o URB GUTTER AN ~ RELOCATED 0 0 ~ ~ n q r.0 ~ ~ 't ~ s ~,o ~,+z~ WITH 2~6 S • BY OTHERS ~F, 6,;~,;~" r s,~
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NOTE: BE ABANDONED BY ` ` ~ ~ ~ ~ ' ~ REMOVE EX. 36" CMAP A ~ ~ <F , Q ~ ~O , ~ 1 ~ , ~ ~ G 36 CMAP A , 0
UPSTREAM AND DOWNSTREAM HEADWALLS OTHERS ~ , ~ ` ~ \ .INSTALL 8'W x 6'H 3-SIDE 7 1 ~ ~ ~ , . 0 BE PRECAST HEADWALLS FROM \ ` ` ~ c ' ~ ~ ~ ~ \ ~y; REINFORCED CONC. BOX CU J x 6 H 3 SIDE PRECAST ~ ti P t CONC. BOX CUL RT. P 0 , '~Q G 1~
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CUL T MANUFACTURER REMOVE AND REPLACE ` / / \ , ~ ' ~ \ , r ; - : , , s FOOTING AND HEADWALL DE t20LF. EX. CHAIN LINK ~ 1 ~ ~ 1 147-os~-01 , • \ } ID HEADWALL DETAILS. ~ nj ~'.o?' . \ ~ - n'. \ s ~ a , \ \ 't
FENCE. CONTRACTOR TO ~ R~PLACE 30 L.F, oF~B" S SEWER. ' ~ HENRY vi. r301.T1 L' REPLACE EXIST. 8" V 4CE EXIST. 8" V.C. ~ ; , \ ; Q 147-U54-12
INSTALL TEMPORARY FENCING ~ i ~ ~ & WIFE BEUI_AH J. SAN t V~ITH 8" PC 35 .LP, ~ / SEWER WITH 8 FOR DOGS ~ 0 D - r DDB 0165; PG 3H7~, ; PC 350 D.LP. MATCH SEWER WITH 8" ~•s ;t,~'.r9 ~ ~ c ' P :'PAUL J.~ G IP r ~ ~ ,r A L ONT ,
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IdICHAEL J. CARLISLE N.0, JOINTS TO BE , % A~ ~ 1 ~ , 1 ~ ~ 1,' OINTS TO BE ALI • A OWED INSIDE THE CULVERT ~ \ y INSIDE. THE CULVERT DDB 09II36 PG 851 ~ ' ~ 44 ~ t.. THE CULVERT r•!,f~,, CON UCT SPFCIA CURB \ `14 ~ \ t . ~ r' 03
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. ~ OTHERS , ' E F' w DD 0395?. PG 937 90 L.F.t 2'-0" C NG.~, „ ' ' \ \ \ \ \ ` C., 2'-0" CONC. CURB , ; ~ \ IMPROVEMENTS ~ ~ ~ , ~ ~ & GUTTER ANO REPLACE
526 HARTFORD AV. ~ _ ~ I / R T t ~ 1 CU B GUTTER I a ~ ~ o i ~ E,,, - ~ ~ ' WITH 2'-6" CURB AND GUTT ' 1 \ ER S PROJECT No. 671-96-719
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j CONTRACTOR TO COORDINATE L
BURIED CABLE LOCATION FROM " WITH PRECAST CULVERT MANUFACTURER
FOR LOCATIONS OF UTILITY AN RECORDS NOT LOCATED IN FIELD •o UTIL D
DRAINAGE "IIE IN" BLOCKOUTS a CHARLOTTE HARTFORD AND BECTON AVE CULVERTS AT
ENGINEERING & PROPERTY COLONIAL TRIBUTARY
PLANS PREPARED BY: MANAGEMENT
600 East Fourth Street
LAW Charlotte, NC 28202 AJC WCP 09/10/02
ENGINEERING & ENVIRONMENTAL SERVICES 2801 YORKMONT ROAD PREPARED BY APPROVED BY DATE
CHARLOTTE, NC 28208 [phone] HORZ. 1"=20' SHEET OF 30100-0-0932 VERT. 14' PBS&J PBS&J
N0. DATE BY REVISION JOB NO. SCALE SURVEYED BY CHECKED BY P33 35

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r ALL DIMENSIONS SHOWN HEREIN ARE APPROXIMA'T'E. MANAGEMENT
LAW li = 0 CONTRACTOR SHALL FIELD VERIFY TO HIS SATISFACTION 7'IIA'P 600 East Fourth Street
TIIESE DIMENSIONS ARE SUI'T'ABLE FOR ES'I'llI ATING PURPOSES. ENGINEERING & ENVIRONMENTAL SERVICES Charlotte, NC 28202 MJM WCP 09/10/02
2801 YORKMONT ROAD PREPARED BY APPROVED BY DATE
CHARLOTTE, NC 28208 [phone]
30100-0-0932 1' = 30' PBS&J PBS&J SHEET OF NO. DATE BY REVISION JOBNO. SCALE SURVEYED BY CHECKED BY P34 35

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f7 600 East Fourth Street Charlotte, NC 28202 AJC WCP 09/10/02
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C RB & GU ',.ER AND REPLACE ~ ` f i 1 \147-054-13\ ~ ~ -14~ . u -~.T ~1 ~ ~ 141-054 ~ i \ ~ \ , ~ I ; ~ ~0 1 _ _ MARGARET B. CLRI.F..F."
WItH 2 6 vivU~B & GUTTER ~ ~ ; j 46 _ _ HRISFOS A. SPIRU, ~ CAFAERON P, HOLMCS.~ r < J - ~ ~ I ~ & 4~1FE, KIY,II~A, K.`~\, WIFE, KATY ~ r ~ ~ ` DB 01418 PG 299 A. -J~ ~ j~' I 614 BECTON r
PROP. 12 SY I m ~ DB 05857 PG 074 \ 1 B 0 PG 404 ~'s :X; ` TYPE I CONC. Z r ~ 147-U54-12 _ y D 0228 \ ~ ~ ,~s \ ~ ~ ~ ~ ~ f . ( , ~ i . ~ ~ f -
r,,;,:Y<,~~;j PAUL J. DUPONT 716 BECTON ST. ,712 BECTON ST. tom', . w,`k~,~;~,~y, EX. ~ DB 05281 PG 886 ~ , ~ W ~ PO ER POLE TO, , ;i~ REMOVE AND }~EpLAC.C ~ BE RELOCATED ~ ~ E
p r v.r .P S rt ~ ~ , 4.4~" 1?.a4 1., ~ E~ ' ' ~ 722 BECTON ST. ~ '~I ~ ~ ~ `yJ ~ T3ARRt'.,T;, HA6~Eh~ 4~'~~Fa4~15` ~ , ' $ ~ / 40 LF.t 2..-~°~GONC,-_,_-_~-~~ ~ IA~RY'-~;, HA6~EE~ ~ ,;,`BY OTHERS ~ CURB & GU,TTE ~ - -
v . A&`V(IL~E7, IdOt~l~ , . r INSTALL 62 L:F ~ ~~\oOtT..1026~ J?G E20 c ~F(IFEr, ldet~l~ ~ \~f ~ i 1 i Q ~ ~ - itT.1D26~~~G~~f20~ ~~tir Ili ~ a.,..~ _ i
M. , . FOR PROPOSED BRIDGE ~ ~ ~ OF HANDRAIL 4 ''O w'E ~
AND ASSOCIATED STRUCTURES - : ~ ~\ti SEE PLAN SHEET P33 AND ~""R - .;.:>.l. ~ ~ ;PROP. 11 SY ,`J ~ 709 ~~/J 2 ALLY
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1• 703 ~.,r~.~~ R ~ REPLACE 175 LF, OF pRO~,....: ~ i REMOVE AND REPLACE E'~ r Ilty. Ire sR~.~„ (~~°RCF:) ~ , rR tE ` Irrv. cut 6sz.,z~r (ts"RCP) ABANDON SEX,.
a° i.l ; - . 8" SANITARY SEWER WI1H 'v' ' ' ~ 8" PC 350 DIP SANITARY i _ _ ~ 50 L.F.f 2'-0" CONC. ICI,, „ „~.:~s O 710 REMOVE AND REPLACE_i CURB & GUTTER ~ a 24" RCP I r.-{
~ SEWER -MATCH INUERT TO EXISTING ,.;4 ` a REMOVE EX. 24 RCP f f ,irr ~ , -~~X` . .-..i ABANDON & ' ,y 45 LF.t 2'-0" CONC. r~'~t " PLUGI ~ t CURB & GUTTER " ~raR t ~ n ~
- -•-,r ; ~ 8 SANITARY PIPE AT DOWNSTREAM ! PLUG IN PLACE ; PLUG . ~NDON & ~ r ~ ~ N.. , G IN PLACE i " ' = ABANDON EX. RCP's r%'-~ ~~~J r
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701 ~ ~ ^ ~•x~ TO 2' 10" CURB & GUTTER X. R/W~ ROP• 3 " 705 _ !I!V Olt 54z f~4"~ 3' Q -~Y' ss iNti'. IN 89i.~4 (tA")
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P ' EX. 24 RCP Fx ce (REMOVE) SHEET P16 OF 35 ~ 706 t01 EI - P. 42" RCP SHEET P16 OF 35-~ . ~ Fv °lt.~e ~ PROP, 42" RCP 4+00 'rd V. CUI t:•9fl.;4 tfl" -
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~ t REMOVE 220 LF.* ,;~~X~s ~ rn . / ~ ~ ~ ~ ,.X.~.~ ' ~ r,,: ~ RELOCATE II ,,P OP.13.72 5Y I RELOCATE , .~~<"1., 0 C. DRIVE ,,~,y . ~ a . ~ C NC. DRIVE WATER METER WATER METER ~xa~r:r _ k~"z~'~t
o p0 , • / 2' 10" CURB AND GUTTER ~ ~ ,.r,-~ ~r.. AND REPLACE WITH _ I I u,`~ - - - ~ I EX. R/W n O
~ ~ / 2' 6" CURB & GUTTER REMOVE AND RF_PLACE EX. R W a ~ 370 LF.t (TOTAL 661 L.F.) PROP. 21.76 SY ~ I I ( ! POWER POLE TO BE RELOCATED ~ G i
rn -~'.1\ 43 POLE TO BE 2'-0" CONC. CURB & GUTTER CONC. DRIVE a / / •r' ~C' ,f++ ~ ~ _ RELOCATED BY ~ 147--061-2.0 i REPLACE 22 L.F. OF ;rr r ,;,t~ til~~nrte. BY DUKE POWER ,_PROP.~13.33 SY _ ~ ~ ~ ; 8" SAN. SEWER WITH , , ~
< <~.1~., ~ . <T~/ - DUKE POWER S / ~ ,p ~ ~ ~ r~.__, 147-Oft-21 V•.ON. TANIINOS :M1...FlkOll RELOCATE ( I~; S I A„1rLt CONC. DRIVE yt. ,~,.p.. ~1_tct WATER METER } S" PC 350 D.LP. ~ - j I ~~-1 MATCH INVERTS 147-U61-I6
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