20141233 Ver 1_401 Application_20141214

November 24, 2014
U S Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, North Carolina 28801 -5006
Attention Ms Crystal Amschler
N C Division of Water Resources
401 and Buffer Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699 -1617
Attention Ms Karen Higgins
!4 1
•
KRECEIVEQ 0 1 4 1 2 3 3
DEC 01 204
DENR -LAND QUALITY
STORMWAT ER PERMITTING
=1
Reference: Pre - Construction Notification for Nationwide Permits 3, 13, & 27;
Request for Jurisdictional Determination
Meadowridge Storm Drainage Improvement Project (SDIP)
Charlotte, North Carolina
S &ME Project No 4335 -14 -234
Dear Ms Amschler and Ms Higgins
On behalf of Charlotte - Mecklenburg Storm Water Services (CMSWS), S &ME, Inc
(S &ME) is submitting this Pre - Construction Notification (PCN) for impacts to waters of
the U S in accordance with Department of the Army Nationwide Permits (NWP) 3
(Maintenance), 13 (Bank Stabilization) and 27 (Aquatic Habitat Restoration,
Establishment, and Enhancement), along with supporting documentation for verification
of the on-site jurisdictional boundaries The proposed project will involve extensive
improvements to a residential storm water drainage system, which will result in the
permanent impact to 146 linear feet (If) of unnamed tributaries of McMullen Creek, in
Charlotte, North Carolina Permanent impacts are composed of 13 If of culvert
extension, 65 if of outfall protection measure installation, and 68 if of channel
improvements Additionally, 643 if of temporary impacts are proposed associated with
bank stabilization, minor bank modifications associated with culvert replacement, and
maintenance to existing riprap -lined jurisdictional channels
Proposed impacts associated with the aspects of this project described herein are
authorized under North Carolina Division of Water Resources (DWR) Water Quality
Certifications (WQC) Nos 3883 and 3885 As the proposed project will involve non -
natural armoring that exceeds 150 bank -feet (bf) and natural channel sloping that exceeds

PCN (NWP 3, 13, 27) / Request for Jurisdictional Determination S &ME Project No 4335 -14 -234
Meadowridge SDIP, Charlotte, N C November 24, 2014
500 bf (178 bf and 540 bf proposed, respectively), written concurrence from DWR is
required for authorization under WQC 3885
In support of this application, please find enclosed the following
• Figures Site Vicinity Map (Figure 1), USGS Topographic Map (Figure 2),
Approximate Waters of the U S Map(Figure 3), Proposed Project Impacts Map
(Figure 4), and Jurisdictional Impact Site Plans (Figures 5 1 -5 5),
• Appendix I Pre - Construction Notification (PCN),
• Appendix II Site Photographs,
• Appendix III 98% Design Construction Plans,
• Appendix IV Jurisdictional Determination Request Forms,
• Appendix V N C Division of Water Quality (DWQ) Stream Identification
Forms,
• Appendix VI Wetland Determination Data Form (Upland Form for DPI),
• A check for DWR Processing Fee
BACKGROUND INFORMATION
CMSWS is planning to construct storm drainage infrastructure improvements and stream
enhancements along approximately 2,685 If of an unnamed tributary to McMullen Creek
in the vicinity of Meadowridge Drive in Charlotte, North Carolina The goals of the
project are to upgrade storm water infrastructure in order to meet City design capacity,
protect adjacent properties from flooding and channel erosion, as well as to improve
channel bank stability In order to achieve these goals, much of the existing storm system
piping will be upgraded and replaced, pipe outfalls will be stabilized using riprap aprons
or rock drop structures, eroding channel banks will be stabilized with a combination of
natural channel design stabilization (grading, matting and planting) and boulder toe wall
installation, and some modifications and repairs will be made to existing riprap -lined
jurisdictional channels Additionally, a series of rock drop structures will be installed as
a channel enhancement in order to stabilize an actively - eroding, steep headcut gully The
location of the project area is depicted on the Site Vicinity Map (Figure 1), the
appropriate portions of the WeddmQton, N C (1993) USGS Topographic Map (Figure 2),
and on a 2014 Aerial Photograph (Figures 3)
The proposed project designs have been developed over the last three years as a
collaboration between CMSWS and WK Dickson & Co, Inc , the storm water design
engineer An onsite meeting between CMSWS, WK Dickson, Amanda Fuemeller of the
USACE, and Alan Johnson ofNCDWR was held February 28, 2013 in which
preliminary project actions were discussed Suggestions from agency personnel were
incorporated in project design to the extent practicable
FIELD OBSERVATIONS
On November 4 and 12, 2014, Mr D David Homans of S &ME visited the site to verify
the location and classification of jurisdictional waters along the drainage system where
disturbance associated with the project is proposed Stream and wetland assessments

PCN (NWP 3, 13, 27) / Request for Jurisdictional Determination S &ME Project No 4335 -14 -234
Meadowridge SDIP, Charlotte, N C November 24, 2014
were conducted in accordance with DWR and USACE guidelines Results of the
assessment are depicted on Figure 3 and representative photographs of the project area
are included in Appendix I1
S &ME's field review of the project area identified two jurisdictional relatively permanent
waters (RPWs) Though both channels are formally unnamed tributaries to McMullen
Creek, they are referred to by the road that they cross under ( Meadowridge Branch and
All Saints Branch) These channels, along with a number of features that were assessed
and determined to be non - jurisdictional, are described further, below
Meadowridge Branch
Meadowridge Branch is the main channel running throughout the project area At the
western end of the Jurisdictional review area, it enters McMullen Creek, near the
confluence, the channel is deeply incised and exhibits perennial flow heavily influenced
by groundwater intrusion as evidenced by extensive iron - oxidizing bacteria (photo 1,
Appendix II) Shortly upstream of the confluence, the channel crosses over a high
(approximately 6 ft ) gabion- and - concrete grade control structure (photo 2) Upstream of
this structure where the channel runs adjacent to a community park, much less
groundwater influence is apparent, and the channel exhibits conditions typical of
intermittent flow with no apparent baseflow and a less discrete ordinary high water mark
(OHWM) The channel then enters the culvert under Meadowridge Branch, the oufall of
this culvert is currently perched approximately 3 feet above the bed of the channel
( photo3) Upstream of the culvert, the channel runs through residential backyards with
limited wooded cover This section of the channel was classified as weakly perennial
(NC Stream Classification score of 30 5) as there is additional groundwater influence
apparent along with fairly continuous baseflow present Throughout this area, banks are
largely incised and eroding, and much of the channel bed is made up primarily of the
saprolite bedrock that the channel has eroded down to (photos 5, 7) Further upstream
and to the upstream extent of the review area, the channel gradient increases somewhat,
and the entire channel has been filled with riprap from bank to bank (photos 8, 10)
Riprap fill prevents effective assessment of the channel using NC Stream Classification
methodology, as baseflow continues to be present in small isolated areas even with the
absence of recent rainfall (indicating some groundwater mfluence),it appears that this
channel would still considered jurisdictional, though with intermittent flow In total, 688
If of the channel is perennial, while 1,329 if is classified as intermittent, of which 861 if is
riprap -lined
All Saints Branch
All Saints Branch starts at its confluence with Meadowridge Branch adjacent to the
community park Between the confluence and the culvert under All Saints Lane, the
channel exhibits characteristics indicative of intermittent flow (NC Stream Classification
score of 26 5) At the outfall of the somewhat - perched culvert, approximately 40 if of the
channel has been filled with riprap (photo 12) Upstream from the culvert, the channel
possesses a fairly steep gradient as it passes through wooded residential backyards
Though additional baseflow was present is this area, it was only present in isolated
pockets, indicating the flow regime remained intermittent The channel was somewhat

PCN (NWP 3, 13, 27) / Request for Jurisdictional Determination S &ME Project No 4335 -14 -234
Meadowridge SDIP, Charlotte, N C November 24, 2014
incised in this area, with steep, actively- eroding banks observed at outside meander bends
(photo 13) Erosion in this area may also be exacerbated by multiple fences installed
through the channel, which have the potential for generating debris blockages The
channel originates after a deeply incised and actively eroding gully / headcut complex
(photo 14) A non Jurisdictional channel was observed above this headcut and lacks a
clearly defined OHWM or indication of water table connection (photo 15) In total, 668
If of intermittent channel was delineated for All Saints Branch
Non - Jurisdictional Features
A number of smaller drainage features flowed into Meadowridge and All Saints Branch
and were assessed for their Jurisdictional status In the vicinity of the proposed bank
grading along Meadowridge Branch, a small linear drainage feature (NJD 1) connected a
culvert outfall to Meadowridge Branch (photo 6) This channel scored 10 using the NC
Stream Classification method, indicating ephemeral flow patterns and lacked the
geomorphic conditions necessary to be considered a Jurisdictional RPW This channel is
proposed to be cleaned out, re- graded and lined with erosion control matting in order to
better facilitate flow out of the culvert
Farther upstream, a small riprap -lined channel (NJD2) connects a culvert outfall to the
main riprap -lined channel immediately downstream of an area where bank reshaping is
proposed (photo 9) Though riprap fill prevented the effective assessment of this channel
with NC Stream Classification methodology, it lacked a consistent OHWM, soil -based
evidence of a high water table was not apparent, and its drainage area was relatively
small (approximately 3 acres) Because of these factors, NJD2 was determined to be
non - jurisdictional This channel is proposed to be slightly realigned with its banks
reshaped in order to better facilitate flow into Meadowridge Branch
A riprap -lined channel connecting a long pipe complex under Ivygate Lane to a long pipe
complex under Meadowridge Drive and flowing into Meadowridge Branch was also
evaluated for. jurisdictional status (NJD3) This channel was located in a steep gully with
a high gradient and had an estimated drainage area of approximately 12 acres (photo 11)
Though riprap fill precluded effective evaluation of this channel with NC Stream
Classification methodology, no evidence of regular flow was observed, and no soil -based
evidence of a high water table was identified, thus indicating non Jurisdictional
ephemeral flow
Near the origin of All Saints Branch, a short, steep, partially riprap -lined drainage ditch
was observed flowing behind a shed (NJD4, photo 16) Though fencing prevented safe
access, the channel lacked evidence of regular flow or an OHWM, and was thus
determined to be a non-jurisdictional erosional feature This ditch is proposed to be filled
as a part of the channel enhancements proposed at the origin of All Saints Branch
The remainder of the, jurisdictional review area was made up of residential lawns, single
family homes, residential streets, and upland riparian areas The riparian areas along the
lower portions of All Saints Branch and Meadowridge Branch are located within the
floodplain of McMullen Creek, which is mapped as being underlain by the Chewacla
Loam soil mapping unit, which is a partial ly-hydric soil classification A location

PCN (NWP 3, 13, 27) / Request for Jurisdictional Determination S &ME Project No 4335 -14 -234
Meadowrdge SDIP, Charlotte, N C November 24, 2014
adjacent to All Saints Branch within this floodplain area was evaluated for wetland
conditions (DPI, see photo 17), and did not meet the criteria indicative of a wetland
CMSWS requests a Preliminary Jurisdictional Determination from the USACE in support
of these findings, as such, a completed USACE Jurisdictional Determination Request
Form is included in Appendix IV Completed DWQ Stream Identification Forms for
assessed channels are included in Appendix V, a USACE Wetland Determination Form
for the upland area identified as DPI is included in Appendix VI
PROPOSED PROJECT IMPACTS
Proposed Jurisdictional impacts associated with this project are depicted on a 2014 aerial
photograph presented in Figure 4 and highlighted on the proposed 98% complete project
design plans on figure 5 1 to 5 5 Full 98% complete project plans including longitudinal
cross sections, construction method details, full planting plans, and plans for repairs
outside of jurisdictional areas are included in Appendix III A summary of the proposed
jurisdictional impacts associated with the project is provided in Table 1, below
Table 1 Summary of Stream Impacts
Proposed permanent impacts addressed in this request are associated with storm water
system maintenance actions that are permanently modifying channels outside of the
Temp
Perm
Impact
Stream
Impact
Impact
Area
Name
NWP
Impact Description
LF
LF
S1
Meadowrdge
3
Riprap apron placement at the outfall of replacement
30
Branch
culvert under Meadowndge Drive (photo 3)
S2
Meadowndge
3
Timber wall removal and grading / matting of bank to
20
Branch
tie in to new culvert headwall (photo 4)
Grading back of banks to 2 1 slope, matting and
385
S3
Meadowrdge
13
planting (photo 5) Where bank grading isn't feasible,
(603
Branch
boulder meander bend & boulder toe walls will be
BF)
installed 108 bank feet, BF, photo 7
Meadowrdge
Re- grading the right bank to a 2 1 slope and
S4
Branch
3
refreshing the nprap along a portion of the currently
105
n ra -Imed portion of the channel (photo 10
Meadowrdge
Refreshing the riprap to make a more effective apron
S5
Branch
3
at a replacement pipe outfall in a currently rnprap-
18
lined porti on of the channel
All Saints
Installation of rock drop structure at the replacement
S6
Branch
3
culvert outfall in area of the channel that is presently
35
ri ra -lined (photo 12
Replacement of 126 LF of 36" reinforced concrete
S7
All Saints
3
pipe with 139 LF of 5'X3' box culvert in order to
13
Branch
better protect and span an existing sanitary sewer
line crossing (photo 12
Boulder meander bend & boulder toe wall installation
S8
All Saints
13
at actively eroding steep banks (70 BF, photo 13) as
115
Branch
well as grading back a section of bank to a 2 1
slope, matting and planting (45 BF
Installation of a rock drop structure and associated
S9
All Saints
27
fill and grading at the actively eroding and gullying
68
Branch
headcut at the jurisdictional origin of the channel
(photo 14
Totals
643
146
Proposed permanent impacts addressed in this request are associated with storm water
system maintenance actions that are permanently modifying channels outside of the

PCN (NWP 3, 13, 27) / Request for Jurisdictional Determination S &ME Project No 4335 -14 -234
Meadowridge SDIP, Charlotte, N C November 24, 2014
extent of existing storm water control structures (S 1, S6, and S7), as well as permanent
channel improvements (S9) Only the S7 impact will result in the permanent loss of
waters of the US, though S1 impacts will result in the partial loss of ecological function
The remaining permanent impacts (S6 and S9) are located in areas already heavily
impacted, field discussion of the proposed impacts with agency personnel in February of
2013 indicated that the proposed actions would be considered channel enhancements, and
thus would not require mitigation
The temporary impacts proposed are associated with bank stabilization, modifications to
existing riprap -lined channels, and minor bank modifications associated with storm water
infrastructure installation
Protected Species
S &ME's consideration of potential protected species habitat began with a review of
existing records obtained from federal and state sources The U S Fish & Wildlife
Service (USFWS) list of federally - protected species (updated December 26, 2012) was
consulted for a listing of protected species documented within Mecklenburg County,
North Carolina This review identified four protected species, three plants, and one
animal Listed flora and fauna and their federal rank and county status are identified in
Table 2 Explanations of rankings are included at the end of the table
Table 2 Federally Protected Flora and Fauna Summary
Species
Federal Rank'
County Status
Habitat Present
Echinacea laevigata
E
Current
No
Smooth coneflower
Heltanthus schweindzu
E
Current
No
Schwemitz's sunflower
Lasmigona decorata
E
Historical
No
Carolina heelsplitter
Rhus michauxu
E
Historical
No
Michaux's sumac
' E = Endangered
As part of the protected species review, S &ME also reviewed the North Carolina Natural
Heritage Program (NCNHP) Geographic Information Systems (GIS) files of Element
Occurrence (EO) and Natural Heritage Areas available from NC OneMap This review
found no extant EOs of protected species on record within a two -mile radius of the
project area
S &ME completed a field reconnaissance of the project area on November 4, 2014 The
project area was identified as consisting of well - maintained lawn and roadside, with some
narrow, openly- wooded riparian corridors Riparian corridors are not the preferred
habitat for the plant species of concern Based on the level of disturbance observed and
the highly urban / suburban environment, the project area was not considered to provide
potential habitat for the protected terrestrial species with a likelihood of occurring in
Mecklenburg County

PCN (NWP 3, 13, 27) / Request for Jurisdictional Determination S &ME Project No 4335 -14 -234
Meadowridge SDIP, Charlotte, N C November 24, 2014
Though the Carolina heelsplrtter is listed (historically) for Mecklenburg County, the
receiving drainage of the project (McMullen Creek, a tributary to McAlpine Creek) has
no documented occurrences of Carolina heelsplrtter, and these tributaries are not part of
its designated critical habitat The heavily - incised banks and unsuitable bed sediment
present throughout Stream 1 also makes it poor habitat for mussels
A digital copy of this PCN will be provided to the USFWS - Asheville Field Office
Cultural Resources
A digital copy of this PCN will be provided to the North Carolina State Historic
Preservation Office (SHPO), requesting that they review their records regarding cultural,
archaeological, or historical resources in or near the project area and to provide written
comments regarding the interests of their agency A review of the HPOWEB GIS Web
Service indicated that there were no properties currently listed or determined eligible for
listing in the National Register of Historic Places within a one -mile radius of the project
AVOIDANCE AND MINIMIZATION
Impacts have been avoided and minimized to the extent practicable and have been limited
to what is necessary to facilitate storm water infrastructure upgrades and stream
enhancement Overall permanent stream impacts associated with maintenance aspects of
this project have been limited to 146 If, only 13 if of which results in permanent loss of
stream, which was required to prevent future sanitary sewer damage The remaining 103
If of permanent impacts have been designed to result in no net loss of stream function
while still meeting storm water management needs Natural channel design bank
stabilization measurements have been utilized to the extent practicable Ina number of
areas, natural channel design was not feasible, such as where meander bends exhibited
sheer stresses above that which could be managed by bank shaping and matting and
where extensive bank reshaping could not occur in confined areas Boulder- toe -wall
installation was chosen as a stabilization method in these instances in order to provide the
appropriate protection while still allowing for a natural vegetated upper bank Efforts
have been made to limit clearing of trees within the project corridor to the minimum
amount required for safe construction of the restoration channels, and tree protection
measures will be installed to safeguard trees within the limits of disturbance that are to
remain
To prevent sedimentation of downstream portions of the affected streams, construction
will be conducted in the dry through the use of cofferdams and pump - arounds
Temporary erosion and sediment control measures placed in waters will be removed and
the original grade restored upon completion of the project Banks temporarily affected by
maintenance work will be matted, re- seeded, and restored to stable bank conditions
Additionally, access corridors have been limited to existing driveways to the extent
practicable in order to prevent excess ground disturbance
ADDITIONAL REGULATORY CONSIDERATIONS
Efforts have been made to meet the conditions of NWP 3, 13, and 27 as well as the
regional conditions of the NWPs and conditions associated with the North Carolina

PCN (NWP 3, 13, 27) / Request for Jurisdictional Determination S &ME Project No 4335 -14 -234
Meadowridge SDIP, Charlotte, N C November 24, 2014
Water Quality Certifications (WQC) that correspond to these NWPs (WQC 3883 and
3885) For the replacement of the culverts at All Saints Lane and Meadowridge Drive,
constraints prevent the replacement culverts from meeting the requirement that culverts
be buried in order to not hinder aquatic passage in both instances, underlying sanitary
sewer lines prevent the installation of culverts with lower outfall invert elevations, though
both proposed culverts have been designed to meet the channel at the existing bed grade
Additionally, both existing culverts are currently perched well above the existing channel
beds, are located a short distance upstream of a very large, impassable grade control
structure, and are adjacent to portions of channel that only flow intermittently, as such,
the proposed replacement culverts will not result in any additional hindrance to aquatic
life passage
During the February 2013 field meeting, the NCDWR suggested the possible use of a
multi- barrel system for the culvert under All Saints Drive in order to maintain low -flow
water depths and velocities for aquatic life passage The design engineer determined that
this was not practicable at this location because the pipe is a long, closed system (211
feet) with a steep slope (2 -4 percent), and low flow conditions would be unlikely to
persist throughout the entire length of a double - barrel system Furthermore, the proposed
wide box culvert design should aggrade slightly due to deposition, which may result in
the formation of a low flow channel
Appropriate erosion and sediment control practices will be implemented to meet water
quality turbidity standards Best Management Practices employed for the project will be
in compliance with the most recent version of the "North Carolina Sediment and Erosion
Control Planning and Design Manual," and the local governing authority Impacts have
been avoided and minimized, and appropriate measures will be taken during construction
to allow flow and circulation patterns of waters of the U S to remain unaffected
Following construction, disturbed areas adjacent to the work site will be restored to a
stable grade, and disturbed areas will be appropriately seeded and restored A native
restoration seed mix and native tree planting plan has been designed for the channel
banks and disturbed uplands adjacent to the proposed channel enhancements
The proposed project will not result in additional impervious surface
MITIGATION
Based on conversations with the USACE for similar projects, we anticipate that
mitigation will not be required for this project due to the minimal area of stream
permanently impacted, the already highly degraded status of impacted channels, and as
appropriate avoidance and minimization procedures have been implemented during the
design phase of the project Since efforts result in the loss of less than 150 If (13 if loss,
30 additional If of reduced stream function due to riprap fill) of stream bed and
maintenance efforts have been designed to meet the ecological functions of the stream
and best serve the stream enhancement efforts, no further mitigation measures are
proposed in association with activities authorized under NWP 3 or 13 Though project
actions associated with NWP 27 have been designed to provide some ecological
enhancement to All Saints Branch, CMSWS has opted to not seek mitigation credit for
these enhancements

PCN (NWP 3, 13, 27) / Request for Jurisdictional Determination S &ME Project No 4335 -14 -234
Meadowridge SDIP Charlotte, N C November 24, 2014
CLOSING
By copy of this correspondence and completed PCN, we are requesting your written
concurrence with authorization of this project under NWPs 3, 13 and 27 or the associated
WQCs. If you have questions or require additional information, please feel free to
contact Isaac Hinson at (704) 336 -4495 or ihinson @charlottenc gov
Sincerely,
D David Homans
Project Scientist
Kristy Smedley
Natural Resources Senior Reviewer
Reviewed and Authorized by
Isaac Hinson, P W S
Water Quality Program Specialist
Charlotte- Mecklenburg Storm Water Services
Da" A. P'e_4�
Darr in M Peme, QEP
Project Manager
cc Charlotte- Mecklenburg Storm Water Services
USFWS, Asheville Field Office (digital)
SHPO, Raleigh (digital)

Figure 1 - Site Vicinity Map
Figure 2 - USGS Topographic Map
• Figures 3 - Approximate Waters of the U.S.
Figures 4 - Proposed Project Impacts
• Figures 5.1 to 5.5 - Jurisdictional Impact Site Plans

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'ONSIBILITY FOR ANY DECISION MADE OR ANY ACTIONS TAKEN BY THE USER BASED UPON THIS INFORMATION
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` OTHER USES. THERE ARE NO GUARANTEES ABOUT ITS ACCURACY. S8ME, INC. ASSUMES NO RESPONSIBILITY
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*S&ME
DATE 11 -14 -14 MEADOWRIDGE C3
DRAWN BY DDH STORM DRAINAGE IMPROVEMENT PROJECT
WWW.SMEINC.COM
PROJECT NO CHARLOTTE, NORTH CAROLINA
4335 -14 -234 ENGINEERING LICENSE NO F -0176

NOTE: JURISDICTIONAL STATUS WAS DETERMINED BY S &ME BIOLOGISTS IN NOVEMBER 2014.
' STREAM CENTERLINE DEPICTED WERE SURVEYED AS A PART OF PROJECT BASE SURVEY BY
y;• �P!' ESP AND ASSOCIATES CONDUCTED JULY, 2011. JURISDICTIONAL DETERMINATIONS HAVE NOT O
BEEN VERIFIED BY THE USACE OR NCDWR. N 'm
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S1 Impacts Authorized Under NWP3
30 LF of Permanent Impact -
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20 LF of Temporary Impact ,I ,s - Z M o
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S3 Impacts Authorized Under NWP13
♦ t _ 385 LF of Temporary Impact
♦ ^ �� chapelrcreeK:a.. 603 Bank Feet of Temporary Impact *:
♦ _ (Stream Bank Grading, Boulder Toe Wall) g
S6 Impacts Authorized Under NWP3 -�'- S4 Impacts Authorized Under NWP3 s %% 00
35 LF of Permanent Impact '�1 _ - 105 LF of Temporary Impact 2 Z
(Installation of Rock Drop Structure) (Regrading and Refreshing Riprap Channel) w
S7 Impacts Authorized Under NWP3
13 LF of Permanent Impact
(Extension of Replacement Culvert)
S5 Impacts Authorized Under NW133
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S9 Impacts Authorized Under NWP27 - - - - -. — Q
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Proposed Impact Areas 2
— mm Maintenance Impacts (NWP 3)
FIGURE NO g
REFERENCE: 2014AERIAL PHOTOGRAPH 0 �. 150 3QQ C3
GIS DATA LAYERS WERE OBTAINED FROM MECKLENBURG COUNTY AND INC ONEMAP. PLEASE NOTE THIS MAP IS FOR INFORMATIONAL PURPOSES :5: Bank Stabilization Impacts (NWP 13)
ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER USES. THERE ARE NO GUARANTEES ABOUT ITS ACCURACY. S &ME, INC. ASSUMES NO C
RESPONSIBILITY FOR ANY DECISION MADE OR ANY ACTIONS TAKEN BY THE USER BASED UPON THIS INFORMATION. Ceet Channel Enhancement(NWP 27)

1 ANA z
"' NOW OR FORMERLY
1 SHEET ua rr ALBERT T. WESSMAN be
OW OR FORMERLY KAREN M. WESSMAN I
1 ERIC K. OTTINGER PID p 20929260
11 BKE ZYWIETZ OTTIN REMOVE D8 MD 18 PG 5257 PG 5
REPLACE 218 SY OF
PID , 20929311 ETOST PAVEMENT O 5800 CHAPEL CREEK COURT
D8 24323 PC 83 PER DETAIL A/P1 0
MECKLENBU ! J MB 18 PG 35
COMANMN J !j 0 MEADOWRIDGE DRi VE ��
ENCROACHMENT B3 LF OF CONK VALLEY
v
e" DAP WATER �� � � GUTTER PER CLDSiI
1 LINE 3 10.176 AND 10.19 I
RG
lr
REMOVE AND REPLACE •
�100—YEAR FUTURE LF OF CONK VALLEY
FLOOOPLAIN GUTTER PER Q "1 1 &
10.178 AND 10.19 0.19 ,Y a �!
cNE lli;Rr S2 IMPACTS
_ l �VA � �' 3 20 LF of Temporary Impact
_E } WAYE)W- 6 - .TOTS' � � \ N E T G WALKWAY Authorized Under NWP 3 �
(41' M = 549.30 (Timber wall removal and I
'F — _70 WAtR -VALVE B�` i NV TOUT 545432 s�' T grading /matting of bank to tie
_E — _ — .Is
S1 IMPACTS -V _ _ �� i 1 y R� &00%
1r/ IV in to new culvert headwall)
STURNBRI 30 LF of Permanent Impact 309 �E — — i 1' N 1 ; C i r, Ifl
y' 'f 3 3 -c anRI,.y � F+1
Authorized Under NWP 3 21. SUBERRY LOD LOD / B293 LAN °! 1n
(Placement of nprap apron at 310 ' 1 14 ] SU.BERRY- PLAN 4+60 wow L�•j �Q w
A. SYCAMORE �••j
4408 new culvert outfall) o 1 1 I',� 2 / r „ y+ W
19 SU. RRr
3,1 �.,� 1fi5 GB
15" —3. 2RY- ; EXI T 3' F OF 48' > \ RIM I 80 ER- ,NV IN - 5 6 INK / / N` — m TI4ryFw��. +4�' � N r ,
T V OUT' 5 �6 _ _- w�•�51 h+l
18' ATION }s MRD 1 286
i � f / HARDwooD A � B- / ►e /� } �
321 / 313 ' * >S / / ME /
2 22' $U.BERRY /24' SWTGUM E �LQ�
lt' EL. ` .6 9 /Y�c. / FAR „ter2 /E�7•f�1�5T FOOT BRIDGE /
V 1'�CT� SSc _ .s�.Y7 ► / PVC F1EV! "=�. 34 '
SS SS 211
319 1 / MRD — tic, C YR TLE _ EMOVE EXIST{ I � lPI
21' GR ASHY / / _ �iy �01i - TIER
o 314
\ 316 8lh 5� NOTE 1- '�•
/ 28 12' SWT�JM / 7 a 1� BORING am
1 �1' BO %E ER •317 / AR l l 1 Z)L7[T ON 1 / 20' SAMNTI
tr \ I 5+3"_(1. ) p ` P / RS -3 ti•
9� 1B i � l + f OT�GRfJE RAM MB t
/ / NAND D t °0.` j` T w Q 1 J MAD to(CN 00)(3 +51.77) = C I
UM 2 cd / / / / / l 111p1 --1&. __ `
/ / / �a 1 SANITARY
D- PAP \� � / j� \ QtP� } - -14" sc;ARtET OAK SEMER MANHOLE. SEE
t 1 QO _ �0'X18'X18�' . / i / OCR N jj i+ ` ; 35' \ �S OF 6)K3' RCBC SHEET U3 �\
,h INC J� 11�sf� 1z AND REPLACE /
—_— /5. 490 Lo ATINC / Q� ; EXIST SSMH 64 LF OF 4' SPLIT RAL
���� �, / I° RS -5 = 0 \ FENCE
T2 '� — — / /G, J by' RIA1 - 550.05
e��Q'� INV - 541.55
r / \ :NV - 541.55
�7' SWTGUM ' i ` / _ l -- ` NV - 541.54 AND REPLACE
/ 29 LF SHEET U3 FOR 62 IF OF 4' CONCRETE
} OF 61X3' RCBC ; PROP SEWER PROFILE F SIDEWALK
yy 1 • 2.360 T.
10' DRAINAGE ESMT. �, 130' TO \ NOW OR FORMERLY
MB 18 PG 35 "- NEAREST CTOR TO PROTECT. MARIO SANTORA AKA MARIO E.
WATER \MAINTAIN. AND SUPPORT SANTORO
VALVE 3 E\ snNG Ir Dw WATER LINE PID # 209291251 0 20 40
P\ \ p
DEI 9
PG 43
MB 9
AA17 urAnnwotncr nods
Design By- WK Dickson JURISIDCTIONAL IMPACT SITE PLANS
S1 and S2 IMPACTS
ME Meadowridge Storm Drainage Improvement Project
Charlotte, North Carolina
Plan Date: 10/10/2014 Project No.: 4335 -14 -234 F FIGURE 5.1

R
�17- f \' + 1 —
/ 0 237 swrcuY \ \ "' 11 1 NOW OR FORMERLY
I O ' D°uxE AR ' a • q MYRTLE + ,,V \ SERVERLY WRIGHT
�,V , PID / 20929255
NOW OR FORMERLY —' 41 t > 11 +111 I DB 6388 PG 621 MR 18 PC 35
RONA KA RACAOVA k ANDRE id _ _ ` _ \ C1`fv�, /}+ \ -\ 5902 CHAPEL CREEK COUR-
MJ 7Z• H CR FORMERLY
PID i 209Z9Z59 f \ \ 1111 IL
Q�MAARRK ANDEW GERKEN
D6 13009 PG 575 / _ , ,I PID 20929256
/ MB 16 PG 35 f \ "' I ` NOW OR FORMERLY , X11 11 OR 17047 PC
8 PG 35 9
\ 5605 CHAPEL CREEK COURT / ' 4 1 y
1 DANIEL USA CHEATHAMM g , X11
a PID i 20929257 1 11 5826 CHAPEL CREEK C I
\4 — — `® NOW OR FORMERLY L 08 28923 29 57 ++ I
COMMACTOR CT \# ^ RICHARD A. LUCEY k 1 A MR 16 PC 35 7 MARY JO LUCEY 1 1
5816 CHAPEL CREEK COUe
iwuT MISTING iENCE t�'� PID / 20929258 �— -
A f OR 4049 PC 437 , 1 PR07ECT EXWr
?sue• 9i. wu ` Ecc2r �/ ,� f MB 18 PC 35 \\ 1 �11 + TREE HOW
5812 CHAPEL CREEK COURT + 1 \ \
S3 IMPACTS !I \
�# \rte .� 385 LF of Temporary Impact SwgY \
1 CONIRACTdI E H 1000 \ EXIST 5
„- Authorized Under NWP 13 RQ - ,,,54
TO APFFAML ASR.
(495 bank feet of bank grading and matting, GRIPM wR – – _ J f \ ` RE NV _ 547.93
t+• �tuLee� �� a n- BL ,r MG9E
108 bank feet of boulder toe wall installation) ° o I +J ► 204
,[ t SwTGUY tr GRIN ASO1 /
259 ` , EAST FES _
wAUwT e1 YAT1110 1� _ UT
REPLACE 11• LF 6/tii ;.; ' —
\ OF FENCE 12• A EL M I 3 �L1Z A�F� --A iy
1 n• wALNUTI \� a I,E• Ilk FENCE ra4 .r-�1 .9
�\ �a
EXISTING °°°T\ \ �i >! / y� n
tic � .��� I �� \\... a� ►ca.55D.sS l 1,• of ul - o°°Llr+ — — — /� f� Tv
. . I 257 \ \ - EXIST FP°6FD TELE E75M° FOOT OGE
It C LINES - :IXE 9• ,
1 Sw1A1M
ts•
_ "7 Y
e (FIELD VFRF� d
Poow+ 1K Ur Wt94 8 29•
-S
CAM(} tY
22' SYOUY e• ELY -
:
_ E _E - _ -
�� UE 9• A9t 20• SV.BERRY -E
4ao BL wAVAJT -J'k _ �- -ME- J
T
Al / � � r UT '^'��
6• P� _ B• S -gyp - 12•
U.B E - - 196
I - -
15fi�1 RAl UT
MK 9• � s _ �
t
..•" {' -' - tiI NEAK - I 200 i SwT CUM
',s• BERM _
NOW OR FORMERLY
RONALD J. RAULSTON do MEGAN K. CONTRACTOR FOOT��BRI�= % i 0 2i• swrcuu
RAULSTON / I PROTECT E7051M0 FOOT - - - .549.421 / i •� ,�, ts' sv�BERRY \ .2• AN F
PID / 20929282 " / / _ - BRIDE - - - '' 32 �s� su. eERRr \ REPLACE EXIST _ �-
DB 20526 PG 359 �/ - _ / -ty. 1e• su.
MB 19 PG 129 / / \ ` _ / — ED FOOT MIDGE - -
4505 MEADOWRIDGE DRIVE y. SIAEAY BANK T ®• FRLA yT• TREE \ FI95T E%PCSED S / 0 7JS e e SE ^ ` SEE 2ETAL i/57
of 7� / - Zi7 \ � SERNC"NE _ �� / / \ -70
FROM STA 4+20 TO \ RM '331. 19• A s \ ` nwc FOO / 2�e aw9
EgST SSMC \ SI My - 34.3
RY 34673 6+40. SEE OVAL 1 117t+ yj- ts• SU BERRY
My = 342 92 - -f ' My - YISS2 \ / t.24 / M !F • F 'sK f
INV . 542.60 1 \ - 351.7s EA757MG,L� RACi .
- ` •-- l EXIST ET D\ e . -593 / spur. * ,.:_ -.__ .. J }. _ -- _ DEd
CONTRACTOR �. gAV1¢ LME \ - 'RFl16VE AN NG FROY 240 "EEwf P1i0P a7 LF OF r,�
=
PROTECT HEDOE TIN \ \ \ / \ \ 243 / � A 7 +40 TO .E ,D- BOULDER 1
/ lY sw DuY
31E OETAL 1p! A 6+50 SEE
f _a \® 2O
° wL• FA 00 �
0 20 40
Horizontal Scola: 1 - 20
JURISIDCTIONAL IMPACT SITE PLANS
S3IMPACTS
Meadowridge Storm Drainage Improvement Project
Charlotte, North Carolina
135 -14 -234 1 FIGURE 5.2

L J • �/ 11V.. V 1 1 .1 L11L 1
70 -' 5S / // / Rx�sT c571.51 JAMES R. MABE do ERIN D. MABE
INV IN - 5 PID # 20929253
15 /// / DB 12120 PG 911
2' E. REDCEDAR MB 17 PG 581
-94' E. REOCEDAR - DRS �s ro 5915 WINBURN LANE
R SECTION 1. GRADE
544 SAHKS AT 2;1.
3.5' SPLIT
Be ` RAIL FENCE
_J / EXPOSED
12' SWTGUM EXIST E. \
57° 87 TE / / 1 ❑ \ /
13' SWTGUM- SERVICE \
B9 b'1 LINE
11' BL. CHERRY go \
— B�E.�REDCEDAR / ` 1' SrREA�
- Ebsr � 5TA8LRA710N ORADINO
EXPOSED
` /ll J I� REDO F'1 \� y��BNALNKI ONLY.
CONDUIT O 82 \ \ ANNE 2 THIS
13' SWTGUM l \ \ \
et f
15" Sw
TELE
i SERVICE \
G
LINE
\ 53
79 65 ?p ,0" E. RED DAR \\ \ 19' IPTR \ \
} 78 \\ \ 82 \9800\
7 E. REDCEDAR 73 7 S \ E. 11
84
/ REMOK X18' TULIPTREE \ 9' BOXELDER \\\
/ REPLACE E>aS11NG 76
/ 61
FOOT 1 uu \ `
7 DET\AvLU 72 a `j 59 \3• IR \\
} EXISBNG\SPT / X23- TULIP TREE \ EXIST / 21` TUU EE \
RAIL FENCE / �A� •EXPO ED \ `
\ �c STING F00T �'W IIRVICE \ P
PLANTER BRIDGE
� \ LINE DEN 57
11 "
\ RIVER \RC
4 S Iu `\ 58 OR C RY �a' RIVEN.BIF
DECK ¢� 9AR89 \ \
WTGUN 88 I EXPO \\ \ I
15' SWTGUM PVC
/ 1 @ CONDUIT \
v \ \ \ Y
S4 IMPACTS EXISTING BANK KEY IN PER
105 LF of Temporary Impact MANUFACTURER'S
Authorized Under NWP 3 INSTRUCTIONS
(Re- grading and refreshing
nprap -lined channel) ( EROSION CONTROL
1 MATTING
PROPOSED BANK
PER PLAN
2
TIE EROSION CONTROL
MATTING UNDER RIP
RAP 12' MIN OVERLAP
/ TYPE 2 GEOTEXTILE
EXISTING FABRIC
CHANNEL RESET RIP RAP FROM EXISTING CHANNEL AT
BOTTOM FINISHED GRADE TD 11 DEPTH. PLACE RIP RAP
AND GEOTEXTILE FABRIC PER CLDSM 20.27.
SUPPLEMENT WITH CLASS B RIPRAP IF NEEDED.
TYPICAL SECTION - SECTION 1
STREAMBANK STABILIZATION
FACING DOWNSTREAM. NOT TO SCALE
Design By: WK Dickson
Plan Date: 10/10/2014
►T11LLL
rr iI I ! V PROP 40 LF OF s
Ir
Ewr ° 13 ") Ef REDCEO/� r 1 148
/ I/ 1l 1 I 9' E. REDCEDAR � ATM M
1 35 / ! w I f 150 PROIEMM
/ 9' E (FtEOCEDAR f 11 o >B-- LL�PI�E NOTES 1 t 2 �$4 IV ROP � ID
/ 1 � ,5,
10" WR\ OAK `
/ r ~h lltl *� 152swrcx w
I I !!!f i/ 153 \ I I
/ ill l aF C&C AU I I S5 IMPACTS r;J ar
F�T BRIObE tll /! 18 LF of Temporary ImpacEMEY R 1Q1
�o� E I)MI, = Authorized Under NWP 3 D
(Refreshing riprap -lined channel at 94 / T Br?iocE DRIVE � � D 755
ELT 460- I 1 replacement pipe outfall) 16- SW
J1' '`1 / 1 OAK ." a -7C /l l 1 �� 161 . _ _I �— 211 /WR. OAK J / 1 , 58 E REOCEDAR
/ M /1M IAA r.
/
MI
4' JAP,, /MAPLE
FOOT BRIDGE
TOP EL�V - 561.OD
TTT. /7V - 560.23
11
W I
E10ST F00161fD0E
TO REMAIN AND of
PROia,�
� liJ
©
3ne ® 6' B.
No iflt 3111 3qi
SS
111 I 1
J SEE NIC
ET
w
5
R °
7 H
JURISIDCTIONAL IMPACT SITE PLANS
S4 and S5 IMPACTS
Meadowridge Storm Drainage Improvement Project
Charlotte, North Carolina
Project No.: 4335 -14 -234 1 FIGURE 5.3

FEMA 100 -YR
MECKLENBURG / FLOODPLAIN�
CO ACHM T 4 , \ SEE NOTE 2
// \'i
/4,
RADE -PT
r. 459 /
t��w"_///"r 15' 1J/LIPTREE
// 461
TU�IPTREE
/ 4E
/ 1E
I 1��485
GUM -�
/ FAIO'VE 102 LF OF S
/ WLIT RAL FENCE AND
/
REPLACE 110 LF OF Y FENCE
/ FLOODWAY /
/ MECKLENBURG I
/ COMMUNITY'
ENCROACHMENT
LINE j
Design By: WK Dickson
Plan Date: 10/10/2014
i
iii
DB 24683 PG 542
M8 19 PG 43
RF)IIOVE AND
�j
f 3
-REMOWE AND REPLACE
84 LF OF CONK. VALLEY
GUTTER PER CLD91
1a176 AND 1a19
EXIST CB
RIM =1.90
INV IN = 547.44
INV OUT = 547.19
MW 47 LF OF
Y DIP WAM
�iT U4)
1� \
NOW OR FORMERLY
ELIZABETH F. FLOYD
PID # 20931125
DB 8968 PG 396
MB 19 PG 43
a5nn uFennuminr.F npiw
� 1ifD 11�OFµ4' Fg
M FENCE
i
503
A3' SWTGUN
495
6" SU.SERRV \
c
r ��eti
500 —
25" A. SYCAMI
/ PID N 20931102 PR01EC71DN j IIAS/TSL
MFEMA 1 00 DB 22743 PG 808 SEE HIM 1 DO��
i FLOODP IN / MB 19 PC 43
1
ANTS L o J \ EXIST CB A\/"
/ © - ~~ IR M - 551.82 q Y
NY IN - 546.40 JJ
�- MECKLENBURG G NV OUT - 548.30 NOW OR FORMERLY
- EEI --
COMMUNITY - `�� ° ELIZABETH PAPURA TRU�7EE � �- 1
100 -YEAR PID N 20931124 \
/ D8 14375 PG 553 r'
y Ij FUTURE + -- �� + MB 19 PG 43
FLODDPLAIN � --�. t 4501 PENOOCK COURT
0 20 40
JURISIDCTIONAL IMPACT SITE PLANS
S6 and S7 IMPACTS
Meadowridge Storm Drainage Improvement Project
Charlotte, North Carolina
Project No.: 4335 -14 -234
FIGURE 5.4

,.., • .,, • .-.,m... ," L1
ADSAY CARUTHERS , /23'-\, \ A /y5\ & C¢ROLYN M VARGAS IN =sea 51 , J/�MES G CULP LP & 'CATHY /,��\ I
i LffuVDSAY R CARUTHER3' !_- ] PID /�� 20931127 INV = 557 el / C CULP / "
i PI(14 -:�OMl 26 N - D" OB "18512, PG 745 PID,# 20931129,
68 2843& PG 349 r — — M1�9 PG 129 /, DB 4742 PG 208 APO
MS 19 PG jz9— `� 4512 MEADOWRIDGE DRIVE _ / MB j9 -PG-} — — — — _ — — 5,1
4506 M�ABOWI�IDGE DRIVE 23^ wH1Te OJiK \ �t �' 5721iRIMMINGS CC
�f sPUrRNL 561
�} �,� _ LE — _ _ -x 12' SU MAPLE �.
_ , 51vrG�M — _ _ S8 IMPACTS_ x 563
�� \a GJ} °� _ X- -X• "0 577 16' SWTGUM
512 "53 32 � ...•�ya,$��r� -� Rf`K ���� - �3` -68 L' JF1ofIPermane_nt Im aCt s�6 tt° sriTCUM 5521
—509-1 \ 13' MA 0 -AfL,! 11" SWTCUM SEE uCIroL1'I �, v1}p5i^( S£! ` \ 56j1 r�6 � '� 7"' SU M Li I "r' � ..! zt 1 �l /" y,' MAPLE - 9' SL ELM
.- V 514 30" SCARLET OAK `'\'MB 19 p 2 \$ \MAPLE 56 i Auth`or¢ed "UndeNW27� 587 -
2, 'WR OAK \ -_'-;; t.�� ---->r x 7- �'(Installaboh of rock drop structure) 9" SL °-M �\ \
l0' S1ITGUM \ -$6� ` % r3 yySPUTRAr �' \ �O�M 560 -� - 13" TUUPTREE- - _ 574
�i- SU BERRY f " #NCE, 0- TUUPTREE 579 \
_ -1 -�� AVi — 573 20• "SWTCUM �° 19" SWTCUM
55 - 9v _ 3W,TBI:V
'`59- 542 542 \ G \ �' ��t 580
8' WHITfi�OAK P � el•� -- — �� - 177, SWTGL - LOG\
$ — 527 55 �� 54p 7' SCA�CEI\DAI\ 5558tiG -�?�� -` 570 _ — p DETAIL
.�� �� - _ ' Ywrar� l� 15" su MAPLE �}$() _ SBB �
'LP' WTGUM -�. 1
528 � /- 9' GR ASH l- ��' 567 \ O g/� �
ELM %� -- t / \ BD�� SDE 559 B^ BL WALNUT 70' §WTCUM \ ~��
'� 545 8DCC 22" SCARLET OAK
77' A SYSAMORE - $i
SS y jam.-._ i-�� s.. -.�� ♦ �_ / 9' MN HICKO
/- � \ �t 632
sm i = t _ 538 "�7J7R A "'663 - `� 10" SWTQJM \
� 18' GUM � J
1
ERRY
—
91 MAPI 5 / Z RN ASH
CAM
25' E TNW000 ,
_ 527
R 14 "RED
•
M LSERRr-
S8-IMPACTSe'
r
1(15-LF-of Temporro as ryaclrmRApK af cE ^t G - r
/
Att o Red -Under NWP 13
'(45-bank feet of bank grading and matting, t _
4 ' 0 xF'FE'l71CPN °FAM, 2OOt, LF ~
70 bank,feet of_boulder_ toe wall mstallation)(E ST T1rPE vARIES)'.ArrD
tLF OF,r sFuT-kMk
FENCE wrH MARE ALONG 7HE PROP
TOP OF SMKJ
SNOW OR` FORMERLY t
MARK COONS &,HEATHER
I COONS 1 i
P-ID # 20931122
t DB '14616 PG 349
MB 19 PG 43,
451'3 PEND(iCK COURT
. J ll .t � ,� ,�gr•
0 20 40
Design By WK Dickson
Plan Date 10/10/2014
vi
Ongln)� 565
10' SWTCUM
SWTGU� i� % \ v 14. --
k\ 587 •`— �`
9" ELM /
6' GUM
z _ r v aROP BBf fC.FtiRpQCdC G / / / 6" GUM
'$.. °..•.ti _ / 595 0
UT 5" SL ELM SEE DE"•rAIL ` 9' SL ELM
547 (
0 5- (/j r 26" §CARL �K \ \ N�� ? SU BERRY /
596 ,.5963
UT - ^' cnRiEr o \ \ ,\ _ sot / �Ji• SL ELM' ° 77• s3'm;n '
_
iD "'' 1 Alt` --. — SL ELIuI/ / 1
\�
15' SL ELM \ \ , - ' 0 8 _ 20
/ 0 D AINACE
19
ItEANDERjBDJD�� _ -SU MAPLE'
SWEDER
SEE DETAIL �\ ° . =1 LMR-HC&ORY B' 1.1
SEE NOTE ; ` 1 =^ 0 -� ` A fil_ ry $ J"�"c\e r
Q 12 H76KQY \ ` _ Y .`, DAM— _ _ / . UE -
SEWER�. B" CUM" "'cL -p \ 503 - 6' HAC £-
��• �`,.� If9RRY- .i�--+rvV 23" Swaim
70 REWNN -.42-,OAK
ELM— — 2" MAPLE,., "�
l6" HA Y490
i /NdW r R F. MERlY" �^ ,O0 6° AP
4111saILLA AH D�ES -'& , �t4 OAK, \ 3'M4PL� =STUMP �` �J
7B.16482 JA N RHODE ; f pr[D 1 �A ollS���ARLSON_ _ SWALE. ,SEE D'20931,121� \ Latrs� , , PG 137 �� ; ' SiRA�V�HEN & SHANNON G - 'CARLSON DETA� 3'
/ AS 19 PG14�i 1 A _ ry� HARDWOOD WORK PID #.20931120,
X451//,',PENDOCK ICQURT � DB 19869 PG -`883
�FI^ 'MB 19�PG,_43
" MAPLE 4521, PEN DOCK COURT
z
JUIRISIDCTI®NAL IMPACT SITE PLANS
S8 and S9 IMPACTS
Meadowrldge Storm Drainage Improvement Project
Charlotte, North Carolina
Project No 4335 -14 -234 1 FIGURE 5.5

Pre - Construction Notification

o���o--yFyw��n r��F9oG
O Y
Office Use Only
Corps action ID no
DWQ project no
Form Version 1 3 Dec 10 2008
Page 1 of 12
PCN Form — Version 1 3 December 10, 2008 Version
Pre - Construction Notification PCN Form
A. Applicant Information
1
Processing
1a
Type(s) of approval sought from the
Corps
®Section 404 Permit El Section 10 Permit
lb Specify Nationwide Permit (NWP) number 3, 13,27 or General Permit (GP) number
1c
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1 d
Type(s) of approval sought from the DWQ (check all that apply)
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
le
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification
❑ Yes ® No
For the record only for Corps Permit
❑ Yes ® No
1f
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program
❑ Yes
® No
1g
Is the project located in any of NC's twenty coastal counties If yes, answer 1 h
below
❑ Yes
® No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)
❑ Yes
® No
2
Project Information
2a
Name of project
Meadowndge Storm Drainage Improvement Project
2b
County
Mecklenburg
2c
Nearest municipality / town
Charlotte
2d
Subdivision name
N/A
2e
NCDOT only, T I P or state
project no
N/A
3
Owner Information
3a
Name(s) on Recorded Deed
Multiple Owners
3b
Deed Book and Page No
3c
Responsible Party (for LLC if
applicable)
N/A
3d
Street address
3e
City, state, zip
3f
Telephone no
3g
Fax no
3h
Email address
Page 1 of 12
PCN Form — Version 1 3 December 10, 2008 Version

4
Applicant Information (if different from owner)
4a
Applicant is
❑ Agent ® Other, specify Charlotte - Mecklenburg Storm Water Services
4b
Name
Isaac Hinson, PWS
4c
Business name
(if applicable)
Charlotte - Mecklenburg Storm Water Services
4d
Street address
600 East Fourth Street
4e
City, state, zip
Charlotte, NC 28202
4f
Telephone no
704 - 336 -4495
4g
Fax no
704- 336 -6586
4h
Email address
ihinson @charlottenc gov
5
Agent/Consultant Information (if applicable)
5a
Name
David Homans
5b
Business name
(if applicable)
S &ME, Inc
5c
Street address
9751 Southern Pine Blvd
5d
City, state, zip
Charlotte, NC 28273
5e
Telephone no
704 - 523 -4726
5f
Fax no
704- 525 -3953
5g
Email address
dhomans @smemc com
Page 2 of 12
PCN Form — Version 1 3 December 10, 2008 Version

B Project Information and Prior Project History
1 Property Identification
1a Property identification no (tax PIN or parcel ID)
Multiple Parcels
Latitude 35 095512 Longitude -
1b Site coordinates (in decimal degrees)
80 848377
(DD DDDDDD) ( -DD DDDDDD)
1c Property size
Review Area= 22 acres, Disturbance Area= 2 3 acres
2 Surface Waters
2a Name of nearest body of water (stream, river, etc ) to
McMullen Creek
proposed project
2b Water Quality Classification of nearest receiving water
McMullen Creek, Class C
2c River basin
Lower Catawba River Basin (WBD HUC 03050103)
3. Project Description
3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application
The project area is composed almost entirely of medium density residential development
3b List the total estimated acreage of all existing wetlands on the property
None
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
2,685
3d Explain the purpose of the proposed project
The goals of the project are to upgrade storm water infrastructure in order to meet City design capacity, protect adjacent
properties from flooding and channel erosion, as well as to improve channel bed and bank stability
3e Describe the overall project in detail, including the type of equipment to be used
Much of the existing storm system piping will be upgraded and replaced, pipe outfalls will be stabilized using nprap
aprons or rock drop structures, eroding channel banks will be stabilized by a combination of natural channel design
stabilization (grading, matting and planting) and boulder toe wall installation, and some modifications and repairs will be
made to existing riprap -lined jurisdictional channels Additionally, a series of rock drop structures will be installed as a
channel enhancement in order to stabilize an actively eroding steep headcut gully Disturbed areas will be planted with a
native seed mix and native woody vegetation All work will be conducted in the dry using pump arounds and will be
installed with standard construction equipment, generally the smallest construction equipment possible will be used to
conduct channel enhancements in order to minimize impacts to existing vegetation
4 Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
El Yes ®No El Unknown
project (including all prior phases) in the pasty
Comments
4b If the Corps made the jurisdictional determination, what type
❑ Preliminary ❑ Final
of determination was made?
4c If yes, who delineated the jurisdictional areas?
Agency /Consultant Company
Name (if known)
Other
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
Page 3 of 12
PCN Form — Version 1 3 December 10, 2008 Version

5 Project History
5a Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
® Yes ® No ❑ Unknown
5b If yes, explain in detail according to "help file" instructions
6 Future Project Plans
6a Is this a phased project?
❑ Yes ® No
6b If yes, explain
Page 4 of 12
PCN Form —Version 1 3 December 10, 2008 Version

C Proposed Impacts Inventory
1 Impacts Summary
la Which sections were completed below for your project (check all that apply)
❑ Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2 Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a
2b
2c
2d
2e
2f
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h Comments No wetlands were observed within the project area
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted
3a
3b
3c
3d
3e
3f
3g
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h Total stream and tributary impacts
31 Comments See attached table
Page 5 of 12
PCN Form — Version 1 3 December 10, 2008 Version

4 Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U S then individually list all open water impacts below
4a
4b
4c
4d
4e
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4E Total open water impacts
4g Comments No open waters are located within the project area
5 Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below
5a
5b
5c
5d
5e
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g Comments
5h Is a dam high hazard permit required
❑ Yes ❑ No If yes, permit ID no
51 Expected pond surface area (acres)
51 Size of pond watershed (acres)
5k Method of construction
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts
below If any impacts require mitigation, then you MUST fill out Section D of this form
6a
❑ Neuse El Tar-Pamlico ❑Other
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b
6c
6d
6e
6f
6g
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
im act
required?
131 ❑P ❑T
El Yes
❑ No
B2 ❑P ❑T
El Yes
❑ No
B3 ❑ P ❑ T
❑ Yes
❑ No
6h Total buffer impacts
61 Comments
Page 6 of 12
PCN Form — Version 1 3 December 10, 2008 Version

D Impact Justification and Mitigation
1 Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
Impacts have been avoided and minimized to the extent practicable and have been limited to what is necessary to facilitate
storm water infrastructure upgrades and stream enhancement Maintenance work has largely been designed to limit impacts
by installing system upgrades within the footprint of existing piping Overall permanent stream impacts associated with
maintenance aspects of this project have been limited to 146 If, only 13 If of which results in permanent loss of stream, as was
required to prevent future sanitary sewer damage 103 If of the remaining permanent impacts have been designed to result in
no net loss of stream function while still meeting storm water management needs Natural channel design bank stabilization
measurements have been utilized to the extent practicable In a number of areas natural channel design was not feasible
(such as meander bends exhibiting high sheer stresses and confined areas), boulder toe wall installation was chosen as a
stabilization method in these instances in order to provide the appropriate protection while still allowing for a natural vegetated
upper bank
1b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
Stream restoration is being constructed in a way that minimizes impacts to existing vegetation Tree protection will be
installed on trees that are to remain within the limits of disturbance Construction will follow sediment and erosion control best
management practices In- channel construction will occur "in- the -dry" using pump arounds Access corridors have been
limited to existing driveways to the extent practicable in order to prevent excess ground disturbance
2. Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State
2a Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U S or Waters of the State?
2b If yes, mitigation is required by (check all that apply)
❑ DWQ ❑ Corps
❑ Mitigation bank
2c If yes, which mitigation option will be used for this
❑Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3 Complete if Using a Mitigation Bank
3a Name of Mitigation Bank
3b Credits Purchased (attach receipt and letter)
Type
Quantity
3c Comments
4 Complete if Making a Payment to In -lieu Fee Program
4a Approval letter from in -lieu fee program is attached
❑ Yes
4b Stream mitigation requested
linear feet
4c If using stream mitigation, stream temperature
❑ warm ❑ cool ❑cold
4d Buffer mitigation requested (DWQ only)
square feet
4e Riparian wetland mitigation requested
acres
4f Non - riparian wetland mitigation requested
acres
4g Coastal (tidal) wetland mitigation requested
acres
4h Comments
5. Complete if Using a Permittee Responsible Mitigation Plan
5a If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan
Page 7 of 12
PCN Form — Version 1 3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
Zone
6c
Reason for impact
6d
Total impact
(square feet)
Multiplier
6e
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1 5
6f Total buffer mitigation required
6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund)
6h Comments
Page 8 of 12
PCN Form — Version 1 3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1
Diffuse Flow Plan
1 a
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1b
If yes, then is a diffuse flow plan included? If no, explain why
❑ Yes ❑ No
Comments
2.
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
0%
2b
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c
If this project DOES NOT require a Stormwater Management Plan, explain why The proposed project is a municipal
stormwater maintenance project
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan
❑ Certified Local Government
2e
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3
Certified Local Government Stormwater Review
3a
In which local government's jurisdiction is this project?
City of Charlotte
❑ Phase II
3b
Which of the following locally - implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply)
❑ Water Supply Watershed
❑ Other
3c Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a
Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply)
❑ Session Law 2006 -246
❑ Other
4b
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5
DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 12
PCN Form — Version 1 3 December 10, 2008 Version

F. Supplementary Information
1 Environmental Documentation (DWQ Requirement)
1a Does the project involve an expenditure of public (federal /state /local) funds or the
® Yes ❑ No
use of public (federal /state) land?
lb If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter )
Comments
2 Violations (DWQ Requirement)
2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b Is this an after - the -fact permit application?
❑ Yes ® No
2c If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s)
3 Cumulative Impacts (DWQ Requirement)
3a Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description
The project is not considered a "growth- inducing" project in that only maintanence, restoration and replacement of
existing infrastructure is proposed The area served by by these improvements is already fully built out
4 Sewage Disposal (DWQ Requirement)
4a Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility
The proposed project will not generate wastewater
Page 10 of 12
PCN Form — Version 1 3 December 10, 2008 Version

5
Endangered Species and Designated Critical Habitat (Corps Requirement)
5a
Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b
Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
El Raleigh
5c
If yes, indicate the USFWS Field Office you have contacted
❑ Asheville
5d
What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
A digital copy of this application will be provided to the USFWS - Asheville Field Office Field review of the project area
did not indicate the presence of habitat or endangered species listed for Mecklenburg County The project area and
vicinity are not located in a Designated Critical Habitat Review of Element Occurrences on the North Carolina Natural
Heritage Program Geographic Information Systems (GIS) files found that there were no known extant occurences of
threatened or endangered species within a 2 -mile radius of the proposed project
6
Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitats
❑ Yes ® No
6b
What data sources did you use to determine whether your site would impact Essential Fish Habitat?
http //ocean flondamanne org /efh_coral /ims /viewer him
7
Historic or Prehistoric Cultural Resources (Corps Requirement)
7a
Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e g , National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b
What data sources did you use to determine whether your site would impact historic or archeological resources?
A digital copy of this application will be provided to the North Carolina State Historic Preservation Office (SHPO) A
review of the HPOWEB GIS Service indicated that there were no properties currently listed or determined eligible for
listing in the National Register of Historic Places within a one mile radius of the project
8 Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA - designated 100 -year floodplain?
❑ Yes ® No
8b
If yes, explain how project meets FEMA requirements
8c What source(s) did you use to make the floodplain determination? The proposed project will be constructed outside of the
100 -year FEMA floodplain http //polaris mecklenburgcountync gov
Isaac Hinson, PWS
11 242014
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided
Page 11 of 12
PCN Form — Version 1 3 December 10, 2008 Version

Stream Imoact Table
3a Impact
3d Perennial
3f Average
Permant(P)/
(PER) or
3e Type of
Stream width
Temporary(T)
3b Type of impact
3c Stream Name
intermittent (INT)
junsidiction
(feet)
3g Impact length (If)
(NWP 3) Riprap apron
S1 (P)
Meadowridge Branch
INT
Corp & DWQ
12
30
installation
(NWP 3) Culvert installation
S2 (T)
Meadowridge Branch
PER
Corp & DWQ
7
20
bank disturbance
385 (108 BF hard
(NWP Bank grading /
S3 (T)
Meadowridge Branch
PER
Corp & DWQ
5
armoring, 495 BF natural
stabilization
stabilization
channel design)
(NWP 3) Riprap channel
S4 (T)
Meadowridge Branch
INT
Corp & DWQ
6
105
maintenance
S5 (T)
(NWP 3) Riprap channel
Meadowridge Branch
INT
Corp & DWQ
6
18
maintenance
(NWP 3) Rock drop structure
S6 (P)
All Saints Branch
INT
Corp & DWQ
12
35
outfall installation
S7 (P)
(NWP 3) Culvert extension
All Saints Branch
INT
Corp & DWQ
12
13
115 (70 BF hard armoring,
(NWP Bank grading/
S8 (T)
All Saints Branch
INT
Corp & DWQ
7
45 BF natural channel
stabilization
s
sta
design)
(NWP 27) Rock drop structure
S9 (P)
All Saints Branch
INT
Corp & DWQ
16
68
channel improvements
Temporary
634
Permanenti
146
3h Total stream and tributary impacts
Totall
221

Site Photographs

View looking downstream at Meadowridge Branch upstream of its confluence with View of tall gabion and concrete grade transition structure on Meadowridge View looking upstream at the culvert of Meadowridge Branch under Meadowridge
McMullen Creek. Branch at the location where it transitions from intermittent to perennial. Drive. Proposed riprap apron and culvert replacement will result in permanent
impacts here (S1 impact area).
View looking downstream at Meadowridge Branch under Meadowridge Drive. View of Looking downstream at Meadowridge Drive in an area where temporary View of looking upstream at non - jurisdictional channel NJD1. near its confluence
culvert replacement and channel reshaping will result in temporary impacts here impacts associated with bank reshaping are to occur (S3 impact area). with Meadowridge Branch.
(S2 imoact area).
SITE PHOTOGRAPHS
Meadowridge Storm Drainage Improvement Project
Charlotte, North Carolina
PAGE 1 of 3

View of looking upstream at Meadowridge Branch in an area where boulder wall View looking upstream of Meadowridge Branch along the riprap lined section. View of looking upstream at riprap -lined non - jurisdictional channel NJD2.
bank stabilization is proposed (S3 impact area).
where right bank reshaping is proposed (S4 impact area). Proposed rock drop structure installation and culvert replacement and extension
will result in permanent impacts here (S6 and S7 impact area).
SITE PHOTOGRAPHS
Meadowridge Storm Drainage Improvement Project
Charlotte, North Carolina
PAGE 2 of 3

View of looking upstream at All Saints Branch in an area where boulder wall View looking upstream at the heavily gullied jurisdictional origin of All Saints View of looking at the non - jurisdictional drainage immediately upslope of the All
bank stabilization is proposed (S8 impact area). Branch. A rock drop structure is proposed here (S9 impacts). Saints Branch origin headcut.
View of looking downslope along the non - jurisdictional swale NJD3 that leads View of the typical wooded / residential back yard upland area that dominates the
down into All Saints Branch. jurisdictional review area.
RECEivr --,r)
DEC U 1 204
DENR -LAND Qi 1,8,! ITY
STORPAVATER PERivvii'l T;NG
SITE PHOTOGRAPHS
Meadowridge Storm Drainage Improvement Project
Charlotte, North Carolina
PAGE 3 of 3

• 98% Design Construction Plans

• 98% Design Construction Plans

INDEX OF SHEETS
Cover Sheet
1
General Notes and Details
2
DramDge Structure Table
3
Plan & Profile
4- 10
Plan Details
DI D3
Pavement Replacement
PI
Structural Details
SI S7
Erosion Control
ECI- EC7
Traffic Control Plans
TCI -TC3
Utility Sheets
U1- U4
TOTALSHEETS 35
on
�r as
COew
a — w 4
CT
F
Ii" 2w
rnoaac n tip
1RWin1G4 eT
imu, Iw
VICINITY MAP
NTS
PROXIMITV MAP
NTS
PLANS PREPARED BY
BENCHMARKS ©w
® r.�N
i L-
ENGINEERING & PROPERTY
MANAGEMENT
Construction Plans of Proposed
MEADOWRIDGE STORM DRAINAGE
IMPROVEMENT PROJECT
PROJECT NUMBER: 671 -11 -005
Project Features:
THIS PROJECT CONSISTS OF GRADING, DRAINAGE PIPE & STRUCTURES, PAVING, CONCRETE WORK,
CHANNEL IMPROVEMENTS & UTILITY RELOCATIONS
LVl.tl llVl\ lr.11t
NTS
PD NT#
NORTH NG
EAST NG
ELEV
DESCR PT 3N
01
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/, --�
552 182
TRAV 1 60p NA L
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549 663
TRAV 2 GPS 60P NA L
03
494831432
1447446 272
547 486
TRAV 3 60P NA L
Lh
494755 218
1447588 500
/
MAIN ALIGNMENT—
BEGIN 0+00
06
1 494759 200
1447754 114
551 301
TRAV 6 60P NA L
0 1936
494670 238
1448624 635
570 339
TRAV 10 60P NA L
0 1937
494380 270
1449009 373
581 241
TRAV 12 60P NA L
0 2000
494500 792
S
MR D 2
q 0 +25
557 221
TRAV 2000 60P NA L
0 2001
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10+00 12+00
BiCIN 0 +00
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569 881
TRAV 2003 60P NA L
\ 6
$
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1 586 891
60p NA L BAS N
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/ ASL W
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END 0+57
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MRD S
END 3 +59
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- - ---�'—
BEGIN 0 00
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END 12
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Existing Gas Meter
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LVl.tl llVl\ lr.11t
NTS
PD NT#
NORTH NG
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ELEV
DESCR PT 3N
01
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1447252 240
552 182
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©2
494914 195
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549 663
TRAV 2 GPS 60P NA L
03
494831432
1447446 272
547 486
TRAV 3 60P NA L
05
494755 218
1447588 500
548 705
TRAV 5 60P NA L
06
1 494759 200
1447754 114
551 301
TRAV 6 60P NA L
0 1936
494670 238
1448624 635
570 339
TRAV 10 60P NA L
0 1937
494380 270
1449009 373
581 241
TRAV 12 60P NA L
0 2000
494500 792
1447287 444
557 221
TRAV 2000 60P NA L
0 2001
494389 121
1447407 977
564 108
TRAV 2001 60P NA L
0 2002
494251959
1447430 701
566 651
TRAV 2002 60P NA L
(0 2003
494133 334
1447507 335
569 881
TRAV 2003 60P NA L
090017
493812 814
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1 586 891
60p NA L BAS N
090018
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VERTICAL DAWN = NAVD 68
2012 NCDOT STANDARD SPECIFICATIONS
PE SEAL
CONVENTIONAL SIGNS
Esisbng P'.1 -1, Line
- -
GRAPHIC
SCALES
M iml a-I as R/W lam.
Contract Administration
Existing Structures
20
40
60
Existing Fence
% —X%—
Plan View
Proposed Fence
—% XX-
Storm Water Construction
Temporarx Construction Easement
— e
e —
120
$and.trx Sexier Easement _
— SSE
SSE
Storm Drainage Easement
40
soe-
Landscape Management
ExisungEasement
- - -E - - - -
-E - --
5
Found min Protection_
Proposed S in Cut
SC
CDOT Design
I
Record Drawings i
Limits of Disturbance
Eustmg Mmor Contour
LOD
- - -- - -
__ - - -
Exnhng Mayor Contour
Prolwsed Minor Contour
-
- - - -
Pro(oosed Major Contour
Existing Top of Bank
- - - TB - - - -
- TB - _ -
ExislingBottomofBank
___BB----
-BB - --
E-1mg Gas Line
G
Existing Water Lune
ExlshngSamt -Sewer
ss
ss-
Exwhng Underground TOccummume mans
UT
UT —
Exusling Underground Electric
UE
uE —
Exisung Oxerhe NI Electric
DE
of —
Existing Underground Teknision
ry
TV —
Exisbng Storm Drainage
- - ---�'—
Proposed Storm Drainage
FEMA 110-YR Fboodplam
Mecklenburg IINFYR FhKalplam
—
FEMAFIaNlwaf
-
-
Exusting Tree
0
Exuung Water Meter
a
Existing Mad Butt
❑
Existing Gas Meter
WV
Ensung Wafer Valxe
Gv
E Gas Vahe
na
O
Existing Sanitary Sesser Manhole
O
Proposed S union Sener Manhol,
Existing Sand irx Sewer Cleanout
Existing Storm Dram Manhole
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Proposed Storm Drain Manhole
•
Existing Sturm Drain FMiod End Section (FES)
Existing Catch Basin
E
P.pNoxd Catch Basin
Proposed Double Catch B I—
D
Existing A/C Unit
Existing Utilit Pule
'q
Gax Wire
98% DESIGN SUBMITTAL
P
Control Point
_
-NOT FOR
Sod Bonngs
CONSTRUCTION-
Roof Leader (H DPE)
O
Existing Light Pole
Iron Pin
0
Existing Fin Hxdrant
-6
Existing Drop Inlet
El
Proposed Drop Inlet
❑
Tree Protection
o
Proposed Curb & Gutter Conc ornc
Solewalk
Proposed Asph ill Pa—trul
Proposed Rip Rap Ditch
MON Nhat s below
Call before you dig
Proposed Graxcl
ProlNOxd Paxement Rcmmal
Prop oxd Fill (Profile)
0
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MANAGEMENT
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Bid Set No.
CITY ENGINEER DATE
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FOR CONSTRUCTION:
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GRAPHIC
SCALES
Contract Administration
20
40
60
Utility Coordinator
Plan View
Storm Water Construction
40
80
120
Storm Wafer - Project Manager
Plan View
20
40
60
Landscape Management
Flom Profile
Vert Profile
5
10
15
CDOT Design
[C]DOT Traffic Control
10 20 30
Cross Section
cmuD
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s
ENGINEERING & PROPERTY
MANAGEMENT
APPROVED
Bid Set No.
CITY ENGINEER DATE
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GENERAL NOTES GENERAL NOTES ABBREVIATIONS
STATION DESCRIPTIONS
PROPOSED CURB ELEVATION GENERAL UTILITIES NOTES "CAMBER MONO MORGUITHIL I
ABAND ABANDONED mTH MILES
TA PER HOUR SHEET DESCRIPTION SHEET NUMBER STATION ID
n \C AIR CONDITIONERRENCE TL METAL
THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS XI NECESSARY TO ENSURE PROPER 1 CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH CHARLOTTE UTILITIES qp ALGEBRAIC DIFFERENCE NaiiHMORinwG MAIN 2125 TO 4.30
LONGITUDINAL GRADE FOR DRAINAGE THE CONTRACTOR SHALL RETAIN EXISTING PA aEMENi UNLESS STANDARDS AND SPECIFICATIONS UNLESS PROJECTS ARE NOTED ASPH ASPHALT AD B] NORTH AMERICAN
OTHERWISE NOTED 2 ALL CONTRACTORS WORKING ON Y O PROJECTS ARE REQUIRED TO OWN A COPY OF THE DESIGN APPROX APPROXIMATELY MEADOWRIDGE DRIVE CULVERT MRD 1 0.00 TO 0.13
MANUAL AND SHALL KEEP A COPY ON THE JOB SITE AT ALL TIMES DATUM. CAROLINA ALL PROPOSED CATCH BASINS AND DOUBLE CATCH BASINS WILL REQUIRE A 10 FOOT CURB TRANSITION ON 3 CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTIES AND ASSURING BB BOTTOM OF BANK NCDOT OF TRANSPORTATION
CAROLINE DEPARTMENT 4 MRD 2 0 +00 TO 0 +21
EACH SIDE PER CLDSM 1019 THAT UTILITIES ARE LOCATED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION CALL NC ONE -CALL B/C BACK OF CURB Of TRANSPORTATION
DRIVEWAYS AND SIDEWALKS PRE OUSLV ULOCO) AT 1- 800 - 632 -4949 FOR UTILITY LOCATING SERVICES 48 HOURS PRIOR TO BIT BITUMINOUS N NO NUMBER (TREE TAG NUMBER) MEADOWRIDGE STREAM MAIN 5100 TO 9+40
COMMENCEMENT To ANY WORK CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING pM BENCH MARK
UTILITIES PRIOR TO CONSTRUCTION NFS NOT i0 SCALE STABILIZATION 5 -6 MAIN 15.65 TO 16.65
4 ( THE PROPOSED WATER AND /OR SANITARY SEWER MAIN IS INSTALLED WITHIN 12 IN ANY DIRECTION BOC BOTTOM OF CHANNEL O/H OVER HEAD
PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION JOINT MATCH (VERTICALLY OR HORIZONTALLY) FROM GAS MAINS THE CONTRACTOR SHALL CALL PIEDMONT NATURAL BOTT BOTTOM
REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY GAS COMPANY AT (704) 525 -5585 AND INFORM THEM BRG BEARING OC ON CENTER MEADOWRIDGE DRIVE CLOSED 7 MRD 3 0.00 TO 3.50 o `o
5 EXIST SANITARY SEWER LATERAL &WATER SERVICE LOCATIONS (NOT ALL SHOWN) ARE APPRO %IMATE ORN ORNAMENTAL
CONCRETE DRIVEWAYS 6 -INCH MINIMUM THICKNESS PORTLAND CEMENT CONCRETE (3fi00 PSI) PLACED A AND ARE TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION CONTRACTOR SHALL RELOCATE ANY LB CATCH BASIN OSHA OCCUPATIOAL SAFETY AND HEALTH
SYSTEM FORD 4 0.00 TO OHO MtY P
MINIMUM OF 4 FEET BEHIND THE BACK OF CURB UNLESS OTHERWISE SHOWN ON THE DRAWINGS SEWER LATERALS & WATER SERVICES AS NEEDED PRIOR TO STORM PIPE CONSTRUCTION C &G CURB AND GUTTER ADMINISTRATION Z 5 0
- ASPHALT DRIVEWAYS CE CONSERVATION EASEMENT PAVT PAVEMENT IVYGATE CLOSED SYSTEM 8 IVYGATE 1 1.50 TO 3 24
RESIDENTIAL 2 -INCH MINIMUM COMPACTED THICKNESS ASPHALT CONCRETE SURFACE COURSE TYPE UTILITY COORDINATION LL CLEARANCE PC PRESSURE CLASS IVYGATE 2 0 +00 TO 0 +75
SF -9 5B OVER 4 -INCH MINIMUM COMPACTED THICKNESS AGGREGATE BASE COURSE (ABC) C/L CENTER LINE 1.M PERMANENT
COMMERCIAL 2 -INCH MINIMUM COMPACTED THICKNESS ASPHALT CONCRETE SURFACE COURSE TYPE UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY THE CITY WILL NOT BE HELD RESPONSIBLE CLDSM CHARLOTTE LANG DEVELOPMENT pC PAGE
FOR THE ACCURACY OF UTILITY LOCATIONS SIZES DEPTHS OR FOR COMPLETENESS OF UTILITY STANDARDS MANUAL PI PANT OF INTERSECTION ALL SAINTS CULVERT 9 ALL SAINTS 1.30 TO 4 +20 C Y�
SF -9 5B OVER 4 -INCH MINIMUM COMPACTED THICKNESS ASPHALT CONCRETE INTERMEDIATE COURSE INFORMATION d
TYPE -19 OR PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY AND MEET WITH ALL UTILITY OWNERS WHOSE CMp CORRUGATED METAL PwE PK PK (PARKER- KALON) NAIL SET i
- PER NCDOT SECTION 610 TIE PROPOSED CONCRETE APRONS TO THE EXISTING ASPHALT DRIVES FACILITIES WILL BE AFFECTED AND DETERMINE UTILITY LOCATIONS THE CONTRACTOR SHALL PROTECT ALL CMPA CORRUGATED METAL PIPE ARCH Pp POWER POLE ALL SAINTS STREAM STABILIZATION 10 ALL SAINTS 5.75 TO B.75 MinUTILITIES FROM DAMAGE CAUSED BY HIS OPERATIONS OR THOSE OF HIS AGENTS THE CONTRACTOR SHALL CMUD CHARLOTTE MECKLENBURG PROR FAGPOSED G A HOLD THE CITY HARMLESS FOR ANY THIRD -PARTY INCONVENIENCE CREATED BY WORK OF HIS OWN FORCES UTILITY DEPARTMENT N - GRAVEL DRIVEWAYS 6 -INCH MINIMUM COMPACTED THICKNESS INCIDENTAL STONE BASE PER NCOOT SECTION OR THAT OF HIS AGENTS ANV DAMAGES INCURRED SHALL BE THE CONTRACTORS FINANCIAL PT PaNi OF TANGENCY y 545 TO TIE PROPOSED CONCRETE DRIVE APRON TO EXISTING GRAVEL OR DIRT DRIVE RESPONSIBILITY A$ NEEDED THE CONTRACTOR SHALL ADJUST /RELOCATE THE SANITARY SEWER AND CO CLEAN OU1 PW POINT OF VERTICAL INTERSECTION Z
WATER LINES ONLY ALL OTHER ADJUSTMENTS RELOCATIONS WILL BE PERFORMED BY THE VARIOUS UTILITY CGNC CONCRETE RADIUS `" M
- SIDEWALK SHALL BE FOUR INCHES THICK AND SIX INCHES THICK AT DRIVEWAY CROSSINGS PER CITY STD ` 1Or .`�
NO 1022 OWNERS THE CONTRACTOR SHALL HE CITY NAT WORK WITH UTILITY OWNERS 50 AS NOT L ADVERSELY CDNSi CONSTRUCTION RCBC REINFORCED CONCRETE Box LULKRT Al NM NT D $CRIPTIONS E
AFFECT THE PROJECT SCHEDULE THE CITY WILL NOT IT HELD RESPONSIBLE FOR ANY DELAYS OR CP CONTROL Pgrvt RCP REINFORCED CONCRETE PIPE rv3 m�
DISRUPTIONS TO THE WORK SCHEDULE OF OTHER UTILITY OWNERS CPP CORRUGATED PLASTIC PIPE MAIN - MEADOWRIDGE MAIN STREAM ALIGNMENT �3 z
DRAINAGE STRUCTURES FOR UTILITY LOCATES CALL NORTH CAROLINA ONE -CALL 0 1 -800- 632 -4949 DCB OQUBLE CATCH BASIN R°ELOC RELOCATE MRD# - MEADOWRIDGE DRIVE SECONDARY ALIGNMENTS
DEED BOOK RE00 REWIRED ALL SAINTS - ALL 1AINTS DRIVE STREAM ALIGNMENTS
GRADES ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE AS DIRECTED BY THE ENGINEER THEY ' FOR LOCATES OF UTILITIES NOT MEMBERS OF NORTH CAROLINA ONE -CALL CONTACT DBL DOUBLE RT RIGHT
MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS STATIONS OFFSETS AND ELEVATIONS REFER CONSTRUCTION SUPERVISOR AT 704- 336 -3652 DI DROP INLET R/W \ ROW RIGHT OF WAY
TO THE CENTER OF DROP INLETS MANHOLES AND JUNCTION BOXES AND THE MIDPOINT OF THE LIP FOR THE CONTRACTOR SHALL ADJUST ALL WATER VALVES WATER METER BOXES AND WATER VAULTS TO DIn DIAMETER 5 SOUTH
CATCH BASINS ALL PIPES SHALL BE RCP CLASS BI UNLESS OTHERWSE NOTED FINISHED GRADE WATER METERS LOCATED IN SIDEWALKS OR CONCRETE DRIVEWAYS SHALL BE INSTALLED DIP DUCTILE IRON PIPE SC Saw Cut
WEEP H OLES ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES A MINIMUM OF 1 WEEPHOLE PER WITHIN CONCRETE BO %ES Dw DRIVEwar S° STORM DRAW
STRUCTURE WEEPHOLES ARE TO BE CONSTRUCTED IN THE BOTTOM 1/3 OF STRUCTURE AND COVERED ON
THE OUTSIDE OF THE STRUCTURE BY A BAG MADE OF FILTER FABRIC AND FILLED W /q78 STONE THERE GAS LINES SHALL BE ADJUSTED /RELOCATED AS NEEDED BY PIEDMONT NATURAL GAS THE CONTRACTOR DIMENSOGN GO[ Sm M DRAINAGE EASEMENT
WILL BE NO SEPARATE PAYMENT FOR THIS WORK SHALL CONTACT PIEDMONT NATURAL GAS AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION EAST/EASTING GF SQUARE FDDT
ACCESSIBLE RAMPS EA EAEH G,R """ SAME RAIL EENCE
ELEV ELEVATION 55 SANITARY SEWER
EROSION CONTROL EOP E° OF P" ME "T ETA STATION
ACCESSIBLE RAMPS SHALL BE RECONSTRUCTED WHEN DISPLACED BY CONSTRUCTION ACTIVITIES USING CLDSM ESUT EASEMENT STD STANDARD STANDARDS
STD 1031 A & B 1032 A & B 1033 A & B AND /OR 1035 AS APPROPRIATE PROPOSED CURB SHALL BE ERCP ELLIPTICAL REINFORCED CONCRETE PIPE SIDE S R UTILITY EASEMENT
DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS THE CONTRACTOR SHALL PREVENT STANDING WATER DUE TO CONSTRUCTION DISTURBED AREAS SHALL ETCB ELONGATED THROAT CATCH BASIN Gw SIDEWALK
BE SEEDED AND MULCHED AT THE DIRECTION OF THE ENGINEER THE CONTRACTOR SHALL FOLLOW THE EXIST EXISTING sr SOARE YANG
SUBSURFACE PLANS EROSION CONTROL MEASURES SHOWN ON SHEETS EC1 -EC7 FOR EROSION CONTROL NOTES PLANS AND
DETAILS Ew/E W EACH WAY TAN TANGENT
`/C FACE a GIRB m TGP W BANK
A LIMITED SUBSURFACE INVESTIGATION WAS PERFORMED BY S &ME ON APRIL 11 2012 A COPY OF THE TOTAL DISTURBED AREA 2 58 ACRES ES FLID END SECTION TCE TEMP CONSTRUCTION EASEMENT THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE APPLICABLE
GEOTECHNICAL REPORT IS INCLUDED IN THE PROJECT MANUAL IN ADDITION THE CONTRACTOR SHALL MAKE TO THIS PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF THESE PLANS
HIS /ry ER OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS THE CITY IS NOT RESPONSIBLE FOR MINIMUM EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AND PERMITTED REQUIREMENTS (WHERE I FIRE HYDRANT TEMP TEMPORARY NCDOT STANDARDS SHALL BE USED CHARLOTTE MECKLENBURG LAND
SUBSTRUCTURE CONDITIONS ENCOUNTERED BETWEEN BORING LOCATIONS NECESSARY) SHALL BE IN ACCORDANCE WITH THE NC EROSION AND SEDIMENT CONTROL PLANNING AND F/L FLOW LINE m TRAVERSE POINT DEVELOPMENT STANDARDS MAY RE USED IF THERE IS NOT AN APPLICABLE NCDOT
DESIGN MANUAL U S DEPT OF AGRICULTURE U S SOIL CONSERVATION SERVICE CITY OF CHARLOTTE FOC FIBER OPTIC CABLE T/W TEST ARE
TREES, SHRUBS, AND HEDGES EROSION CONTROL ORDINANCE AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL GV GAS VALVE TYP TYPICAL STANDARD
CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE OF THE DESIGNATED EASEMENT AREAS HORrz HORIZONTAL U/G UNDER GROUND NCDOT
TREES SHRUBS AND HEDGES w HEAD WALL VC VERTICAL CURVE $TD NO.. TITLE
CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY PRIOR TO REMOVING ANY TREES IN ADDITION ALL STORM DRAINAGE PIPE & GRADING NOTES INi INTERSECTION VERi VERTICAL B36 BO PRECAST CONCRETE ENOWALL (S NCLE 12 THRU 72)
TREES LOCATED WITHIN THE LOD THAT ARE TO REMAIN AFTER CONSTRUCTION SHALL BY INSPECTED BY THE ON VCP VITRIFIED CLAY PIPE 84000 CONCRETE BASE PAD Fat DRAINAGE STRUCTURES
CITY TO VERIFY THEY ARE SUITABLE TO REMAIN PIPE INVERT ELEVATIONS HAVE PRECEDENCE OVER SLOPES HOWEVER SLOPES SHALL NOT BE DECREASED IPV IRON PIN GET WEST 84001 BRICK CATCH BASIN (12 THRU 54) e. Vag
FROM THOSE SHOWN ON PLAN WITHOUT PRIOR APPROVAL FROM THE ENGINEER JB LurvCTIDN BOX w WITH M. FRAME GRATES AND HDOD /\
FOLLOWING CONSTRUCTION STAKING THE PROJECT TEAM (CONTRACTOR CITY INSPECTOR CITY ARBORIST AND W/ 84014 CONCRETE DROP INLET (12 THRU 30 )
LENGTH WB BOTTOM WIDTH r
CONSULTANT IF APPLICABLE) WILL HOLD AN ON -SITE MEETING TO ENSURE THE LIMITS OF DISTURBANCE AND ALL STORM DRAINAGE PIPE TO BE CLASS }REINFORCED CONCRETE UNLESS OTHERWISE NOTED PIPE 84015 BRICK DROP' INLET
THAT TREES PROPOSED FOR PROTECTION ARE CLEARLY IDENTIFIED THE TEAM WILL WALK THE PROJECT AREA LENGTHS INDICATED ON PLAN ARE APPROXIMATE ONLY LF uNEnR FOOTAGE weKF BANKNLL WIDTH Boo 18 DROP FILET GRATE
AND AGREE ON THE TREES TO BE PROTECTED AND THOSE TO REMOVE DISCUSS PROPOSED CONSTRUCTION LIMITS OF DISTURBANCE WATER METER 04066 DRAINAGE STRUCTURE STEPS i
ACTIVITIES AND IDENTIFY ANY ADDITIONAL TREES TO PROTECT THAT WERE NOT ORIGINALLY MARKED AS SUCH NO SOIL DISTURBANCE OR COMPACTION CONSTRUCTION MATERIALS TRAFFIC TRENCHING OR OTHER LAND LEFT Ba601 CONCRETE CURB GUTTER AND CURB & CUTTER is
THE CONTRACTOR WILL BE GIVEN APPROVAL FOR TREE REMOVAL IN WRITING AFTER APPROPRIATE TREE DISTURBING ACTIVITY SHALL BE PERMITTED BEYOND LIMITS OF GRADING WTHOUT PRIOR APPROVAL FROM L� W VAULT WATER VAULT 1606 a1 SPECIAL SEDIMENT CP OI FENCE �S F„_
PROTECTION HAS BEEN INSTALLED AND BEFORE ANY CLEARING OR REMOVAL CAN BEGIN THE OWNER AND CITY ENGINEERING DEPARTMENT IN POUND wv WATER VALVE �rI
LP LIGHT POLE p YARD INLET
THE CONTRACTOR SHALL REMOVE TREES SHRUBS AND HEDGES WITHIN THE LIMITS OF DISTURBANCE UNLESS THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE CITY OF CHARLOTTE ANY DISCREPANCIES FOUND ON LANE bop SIXTY PENNY NAIL SET
SHOWN ON THE PLANS TO BE PROTECTED AND THOSE THAT FALL WITHIN THE TREE PROTECTION BARRIERS BETWEEN ACTUAL CONDITION AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION FROM MAX WHEN ROOT PRUNING IS NECESSARY CUT ROOTS CLEANLY USING A DISC TRENCHER OR OTHER APPROVED THE CITY INSPECTOR PRIOR TO PROCEEDING AxIMUM FODi
METHOD IN ACCORDANCE WITH SECTION 01000 OF THE CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION AN"' INCH
STANDARDS PRUNING SHALL BE PER THE LATEST STANDARD OF THE LANDSCAPE CONSTRUCTION STANDARDS THE CONTRACTOR SHALL BACKFILL OPEN EXCAVATIONS AT THE END OF EACH WORKING wu MINIMUM
MANUAL (TYP) USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB & GUTTER OR DAY AT DRAINAGE STRUCTURE LOCATIONS THE EXCAVATION SHALL BE COVERED WITH METAL PLATES
SIDEWALK U$SE CLDSM STD 4011 FOR BRIDGING TREE ROOTS TREES SPECIFIED BY THE PLANS TO HAVE WHEN PRACTICAL OR COMPLETELY ENCLOSED WITH SAFETY NETTING
ASPHALT CURBING MUST USE CLDSM STD 4013 TREE PROTECTION SHALL BE IN ACCORDANCE WITH CLD STD a
4002 AND WITH SECTION 1000 OF THE CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARD$ WHEN CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE TO CURRENT OSHA REGULATIONS CHARLOTTE LAND DEVELOPMENT STANDARDS
THE TREE IS CLOSE TO THE WORK AREA TREE PROTECTION CLDSM STD 4012 SHALL BE USED
THERE WILL BE NO ADDITIONAL PAYMENT FOR TREE PROTECTION INSTALLED AROUND ADDITIONAL TREES ALL PROPOSED GRADES ARE FINISH GRADES TREE ABBREVIATIONS
IDENTIFIED FOR PROTECTION TRAFFIC CONTROL STD No.. E.
1017B CURB AND GUTTER
THE CONTRACTOR ASSUMES RESPONSIBILITY FOR IN -KIND REPLACEMENT OF TREES DAMAGED THAT HAVE 1019 CURB TRANSITION
BEEN MARKED FOR PROTECTION OR NOT MARKED FOR REMOVAL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WTH THE 2014 EDITION OF THE WORK AREA TRAFFIC 1022 CONCRETE SIDEWALK
CONTROL HANDBOOK (WATCH) AND THE TRAFFIC CONTROL PLANS ON SHEETS TC1 -TC3 1027 RMDENTAL DRIVEWAY (TYPE I) FOR VALLEY GUTTER (2 -0 )
1 f tl 2P' 0] BRIO. DOUBLE CATCH BASIN (IS THRU ]6 )
MAIL BOXES STOCKPILING NOTE 2027 RIP RAP TC ES AT DLI "LEG
III 2D 27 RIPRAP °ACHES WWW
3014 iEMPORART STREAM CROSSING n A V p Q
4002 FREE PROTECTION DETAIL {ry8(
THE CONTRACTOR SHALL REMOVE AND RESET ALL MAIL BOXES AS REQUIRED BY SECTION 107 -12 OF THE ANY ONSITE STOCKPILING IS TO BE COORDINATED AND APPROVED BY A CITY INSPECTOR THE STOCKPILE 1 4D 12 iEMPORnRY TREE PROTECTION DETAIL
TIC OT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES COORDINATE THIS WORK WITH THE U S WILL BE PROVIDED WITH GROUND COVER 15 WORKING DAYS UPON COMPLETION OF ANY PHASE OF WORK N/A ROCK DRa5 STRUCTURE
POSTAL SERVICE LOG CROSS VANE o
MULCH WILL BE TACKED WITH EMULSIFIED ASPHALT N/A
FENCES AND WALLS
SAW CUTS CHARLOTTE MECKLENBURG UTILn91{U n 12014 ey `
THE CONTRACTOR SHALL REMOVE AND REPLACE FENCES AND WALLS AS NOTED ON THE PLANS AND/OR AS W 1 I R y.-V v S J
DIRECTED BY THE ENGINEER AND SHALL BE RESET OUTSIDE THE RIGHT -OF -WAY THE EXACT LOCATION AND THE CONTRACTOR SHALL SAW CUT THE AS AND OR CONCRETE SURFACES PRIOR TO REMOVAL
UNLESS OTHERWISE DIRECTED BY THE ENGINEER SAW CU WIDTH SHALL BE i FOOT MINIMUM FROM THE
DIMENSIONS TO THESE ITEMS TO BE REMOVED OR DISTURBED DURING CONSTRUCTION SHALL BE RECORDED �1 STD NO TITLE. V
EXISTING EDGE OF PAVEMENT SAW CUT PAVEMENT SHALL BE REPLACED AS WELL AS ADDITIONAL
AND PHOTOGRAPHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION CONTRACTOR SHALL BE REQUIRED TO WATER STO 29 VERTICAL BEND
PAVEMENT REQUIRED TO TIE -IN TO FACE OF PROPOSED CURB AND GUTTER DENR -LAND QL in•I I�
COORDINATE WITH HOME OWNERS FOR INSTALLATION OF TEMPORARY PET FENCES SEWER Gm 4 SEWER PRECAST MANHOLE 4 DIAd m
SIDE SLOPES PAVEMENT DEGRADATION FEE I STORMVVATER PERMIT IT i
LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS DETAILS AND STANDARD DRAWINGS THE CDOT HAS DETERMINED THAT NO PAVEMENT DEGRADATION FEE IS TO BE ASSESSED IF DETAILS A -D /Pi
MAXIMUM FILL SLOPE SHALL NOT EXCEED A ] 1 (HORIZONTAL TO VERTICAL) UNLESS DESIGNATED BY THE ARE USED 11 I I
ENGINEER CUT SLOPES GREATER THAN 2 1 WILL BE USED ONLY AS DIRECTED BY THE ENGINEER AND AT THE
SPECIFIC LOCATIONS SHOWN ON THE PLANS TOLERANCES „I 111
EXISTING SANITARY SEWER AND WATER LINE 98% DESIGN SUBMITTAL
INVERT ELEVATION TOLERANCES SHALL BE CONSTRUCTED WITHIN 301 SLOPES SHALL NOT BE DECREASED '
FOR WATER AND SEWER LOCATES THE CONTRACTOR SHALL CALL CMUD AT 704 - 336 -2564 (WATER) OR FROM THOSE SHOWN ON PLAN WITHOUT PRIOR APPROVAL FROM THE ENGINEER " w
704 -357 -6064 ( -NOT FOR
SEWER) MANHOLE RIM AND CATCH BASIN ELEVATIONS SHOWN ON THE PLANS ARE APPROXIMATE NEW MANHOLE
RING AND COVERS SHALL BE INSTALLED FLUSH WITH THE SURROUNDING GRADE SD AS TO AVOID DAMAGE CONSTRUCTION- o
AN INSPECTOR FROM CHARLOTTE UTILITY DEPARTMENT SMALL BE NOTIFIED BY THE CONTRACTOR 48 HOURS SANITARY SEWER WORK TO MOTOR VEHICLES DURING CONSTRUCTION THEY ARE TO BE ADJUSTED TO MATCH THE SURROUNDING W I �1 w " 1 f- LLT
PRIOR TO THE BEGINNING L WATER AND/OR / PROPOSED GRADE PRIOR TO PLACING THE NEW SURFACE COURSE (n ; Lij
WHERE SANITARY SEWER AND WATER LINES ARE ENCOUNTERED THE CONTRACTOR SHALL USE CARE IN ALL INSTREAM i ON THE PLANS LJ 0 STRUCTURE CRITICAL ELEVATIONS SHALL BE INSTALLED WIT 0
HIN 302 OF THE ELEVATION W I" W i" O
WORKING AROUND OR NEAR THEM IF AN EXISTING SEWER OR WATER LINE IS DAMAGED THE CONTRACTOR CALLED DU U
SHALL IMMEDIATELY REPLACE THE SEWER OR WATER LINE AT HIS EXPENSE WITH PC 350 DUCTILE IRON PIPE 0 a_ 0 z
IN ACCORDANCE WITH CHARLOTTE MECKLENBURG UTILITY STANDARDS AND SPECIFICATIONS THE CONTRACTOR Ljj
SHALL REPLACE A MINIMUM OF 10 FEET OF SANITARY SEWER LINE AND /OR WATER LINE `MTH PC 350 DUCTILE w >/ lw , g
n IRON PIPE WHEN DRAINAGE PIPE COMES WITHIN 18 INCHES OF SAID LINES VERTICALLY OR 10 HORIZONTALLY O — O Q
ALL WATER VALVES & BOXES WATER METER BOXES WATER VAULTS SANITARY SEWER MANHOLES AND W " W Q� 3: Li
CLEANDUTS IN THE CONSTRUCTION AREA ARE TO BE ADJUSTED TO THE FINISHED GRADE BY THE '" A I ' (� LLJ
CONTRACTOR Q Q z
p IF THE WATER METERS ARE TO BE RELOCATED HORIZONTALLY THEY SHALL BE MOVED TO AN AREA BEHIND KnON Nhffi s below w
THE PROPOSED CURB IF RELOCATED METER IS IN DRIVE OR SIDEWALK CONTRACTOR WILL PROVIDE AND BASE DATA Call before z C)
O INSTALL CONCRETE METER BOXES
you dig LLJ Q
o WATER AND SEWER LINES ARE TO REMAIN ACTIVE AT ALL TIMES DURING CONSTRUCTION IF THIS IS NOT
POSSIBLE THEN CONTRACTOR SHALL FOLLOW CMUD POLICIES PROCEDURES STANDARDS AND SPECIFICATION
MANUAL CONSTRUCTION SHALL BE IN
PROJECT TOPOGRAPHY EXISTING CONDITIONS GROUND EXISTING TREES STORM DRAINAGE PIPES &
a
SEWER LATERALS ARE TO BE RECONNECTED PER CMUD SPECIFICATIONS SANITARY SEWERS VERIFICATION WAS PROVIDED BY ESP ASSOCIATES P A JULY 2011 ADDITIONAL ACCORDANCE WITH CHARLOTTE
CONSTRUCTION EOUIPMENT WEIGHT SHALL NOT EXCEED 16000 LOS INSIDE OF EXISTING SANITARY SEWER UTILITIES HORIZONTAL AND VERTICAL LOCATIONS (EXCEPT SANITARY SEWER) NOTED ON PLANS MECKLENBURG LAND DEVELOPMENT —
O EASEMENT STOCKPILE /STAGING AREAS ARE NOT TO BE LOCATED WITHIN THE EXISTING SANITARY SEWER PROVIDED BY ON- TARGET INC AND ESP ASSOCIATES P A ALL COORDINATES BASED ON NAD 83
EASEMENT NO EQUIPMENT OR CONSTRUCTION MATERIALS SHALL BE LEFT WITHIN THE EXISTING SANITARY AND NAVD 88 AND /OR NCDOT STANDARD
SEWER EASEMENT AT THE END OF THE DAY SPECIFICATIONS
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1 INSTALL FOUNDATION PROTECTION PRIOR TO
EXCAVATION AT THE FOLLOWING LOCATIONS
1A 4641 MEADOWRIDGE DRIVE
1 8 4700 MEADOWRIDGE DRIVE
1 C 4705 MEADOWRIDGE DRIVE
10 4708 MEADOWRIDGE DRIVE (CARPORT ONLY)
SEE PROJECT MANUAL FOR SPECIAL PROVISIONS
2 CONTRACTOR TO PROTECT EXISTING A/C UNITS
3 CONTRACTOR TO COORDINATE WITH CITY INSPECTOR
AND DUKE ENERGY FOR TEMPORARY REMOVAL OF
EXISTING LIGHT POLE DURING CONSTRUCTION EXISTING
LIGHT POLE IS LOCATED ADJACENT TO PROPOSED
STRUCTURE #6
4 CONTRACTOR TO NOTIFY CITY INSPECTOR TWO WEEKS
PRIOR TO THE RELOCATION OF SERVICE LINES
5 CONTRACTOR TO ADD CLASS 8 RIPRAP AS NEEDED IF
EXISTING RIPRAP IS IN POOR CONDITION OR NOT
SUFFICE TO CREATE PROPOSED RIPRAP PAD
DIMENSIONS
6 CONTRACTOR TO ADD PROPOSED RIP —RAP PAD TO
PREVENT SCOUR AGAINST WINGWALL
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PROPOSED STRUCTURE #10 CONTRACTOR TO
COORDINATE WITH CITY INSPECTOR TWO WEEKS
PRIOR TO STARTING ANY WORK ON THIS PLAN
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1 INSTALL FOUNDATION PROTECTION PRIOR TO
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1 A 5713 ALL SAINTS LANE
SEE PROJECT MANUAL FOR SPECIAL PROVISIONS
2 DO NOT STOCKPILE IN FEMA FLOODPLAIN
3 ANY EXPOSED CABLES WILL NEED TO BE
COORDINATED BY OTHERS TO BE LOWERED BEFORE
FENCES OR FINAL SEEDING IS FINISHED
4 SEE PROJECT MANUAL FOR REAL ESTATE SP
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1 INSTALL FOUNDATION PROTECTION PRIOR TO
EXCAVATION AT THE FOLLOWING LOCATIONS
1 A 5713 ALL SAINTS LANE
SEE PROJECT MANUAL FOR SPECIAL PROVISIONS
2 DO NOT STOCKPILE IN FEMA FLOODPLAIN
3 ANY EXPOSED CABLES WILL NEED TO BE
COORDINATED BY OTHERS TO BE LOWERED BEFORE
FENCES OR FINAL SEEDING IS FINISHED
4 SEE PROJECT MANUAL FOR REAL ESTATE SP
ASSOCIATED WITH THIS PROPERTY
P.ECF NT D
DEC 01 2x14
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1 INSTALL FOUNDATION PROTECTION PRIOR TO
EXCAVATION AT THE FOLLOWING LOCATIONS
1 A 5713 ALL SAINTS LANE
SEE PROJECT MANUAL FOR SPECIAL PROVISIONS
2 DO NOT STOCKPILE IN FEMA FLOODPLAIN
3 ANY EXPOSED CABLES WILL NEED TO BE
COORDINATED BY OTHERS TO BE LOWERED BEFORE
FENCES OR FINAL SEEDING IS FINISHED
4 SEE PROJECT MANUAL FOR REAL ESTATE SP
ASSOCIATED WITH THIS PROPERTY
P.ECF NT D
DEC 01 2x14
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1 PROTECT AND MAINTAIN EXISTING AERIAL SEWER
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2 ANY EXPOSED CABLES WILL NEED TO BE
•
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2 x DIA OF NOTES
CONTAINER 1 PLANT BARE ROOT SHRUBS AND TREES TO THE MOM OF AS SHOWN ON DETAIL 1/D1 IN WOODED AREAS SUPPLEMENT PLANTINGS
PLANT ZONE I ONLY AS NEEDED
DETAIL 4 /D1 AND 5/DI TYPICAL CONTAINER 2 DO NOT COMPACT SOIL AROUND PLANTINGS
KEY IN PER
MANUFACNRERS GROWN TREE OR SHRUB BACKFIIL WITH APPROVED 3 PLANT IN MOLES MADE BY A MATTOCK DIBBLE PLANTING OAR OR OTHER APPROVED MEANS
EXISTING BANK PLANTING SOIL OR ON -SITE I
INSTRUCTIONS 4 PLANT IN HOLES DEEP AND WIDE ENOUGH TO ALLOW TI1E ROOTS TO SPREAD OUT AND DOWN WITHOUT J- ROOTING •
_ STOCKPILED TOPSOIL SEE CITY
EROSION � OF CHARLOTTE LANDSCAPE 5 KEEP ROOTS MOIST WHILE DISTRIBUTING OR WAITING TO PLANT BY MEANS OF NET CANVAS BURLAP OR STRAW
CONTROL SECTION 02 00 STANDARDS 6 HEEL -IN PLANTS IN MOIST SOIL OR SAWDUST IF NOT PROMPTLY PLANTED UPON ARRIVAL TO PROJECT SITE ALL PLANTS MUST BE
MATTING INSTALLED WITHIN 48 HOURS OF ARRIVING ONSITE 0
SEE DETAIL 7 BARE ROOT SEEDLINGS MUST BE FULLY DORMANT WHEN PLANTED
Z \ 6 /DI ROOT BALL
' CONSTRUCTION SOIL
PROPOSED BANK
TOP OF BANK
.I� . III III V�VA�V� aA� %VAS !�� VARIES =_
q� 9 c
RECEIVED
7. `
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1 j BANK STABILIZATION DETAIL COIR FIB ER ROLL No
V NOT TO SCALE TOE PROTECTION EXISTING _) V ^
D1 SEE DETAIL 2/01 — - A
BOTTOM VARIES _ DEc U 1 ji i'4
! ( BOTTOM OF CHANNEL V v_
NOTES FOR CONTAINER PIANTING
1 WHEN PREPARING THE HOLE FOR A POTTED PLANT OR SHRUB DIG THE HOLE B -12 INCHES LARGER THAN THE DIAMETER OF
BANKNLL ELEVATION THE POT AND 3 INCHES BELOW THE POT SCARIFY SIDES AND BOTTOM OF THE HOLE ENR -LAND _
EROSION CONTROL !' ! QUALITY
MATTING 2 REMOVE THE PLANT FROM THE POT LAY THE PLANT ON ITS SIDE IF NECESSARY TO REMOVE THE POT - L�2L(nLyA// TER PERIAl 1 Tit E DRIVE STAKE THROUGH ALONG EROSION L`A((yVV' I If�IfVV/}llRij I L I'
CON IROL MATTING ALONG TOP 3 FOR ALL CONTAINERIZED PLANTS MAKE VERTICAL CUTS IN FOOTBALL KNIFE JUST DEEP ENOUGH TO CUT THE NET OF ROOTS CROSS SECTION VIEW OF BARE R00 I
OF COIR LOO ALSO MAKE A CRISS -CROSS CUT ACROSS THE BOTTOM OF THE FOOTBALL
TO T/3 OF COIF TIBER LOG 4 PLACE THE PLANT IN THE HOLE a BARE ROOT PLANT INSTALLATION
DIAMETER CAN BE EXPOSED
PROPOSED BED 5 FILL HALF OF THE HOLE W M SOIL (SAME SOIL REMOVED FOR BACKFlLL) D 1 NOT TO SCALE
6 BACKFlLL ONE -HALF OF REMAINING HOLE WITH ACCEPTABLE PLANTING MEDIUM AND WATER THOROUGHLY BACKFlLL REST Of
STAKE 24 -36 MIN HOLE WITH ACCEPTABLE PLANTING MEDIUM FIRM DOWN ELIMINATING ALL AIR POCKETS DO NOT PACK p
LENGTH (TIP) �� _ STREAM PLANTINGS - TREES STREAM PLANTINGS -SHORT SHRUB
A FOUR INCH LOC TOE PROIEC ON HANNEEL,NYERT 8 "O 114 CONTAINER HOLDING
INSTALLED .. OTITGM OF HE BASIN THE
SH ..L B SALL ...,RO ...,.....FINIS E.. ....E ...E .....E
EXISTING
.., .,.......
TER THE BOTTOIA OF THE BASIN SHALL BE AT SURROUNDING FINISH GRADE
WITHIN CONSERVATION EASEMENT 00 NO REQUIRE A LAYER OF MULCH
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°
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CONSTRNCTION NOTES nolry
O
1 INSTALL EROSION CONTROL MEASURES AND TREE
PROTECTION AS SHOWN PLAN THE CONTRACTOR MAY _
MODIFY OR RELOCATE EROSION CONTROL MEASURES
TO MAKE ADJUSTMENTS FOR UNFORESEEN FIELD ALL PLANTING AREAS
_C71 TO DIRECT /0/V OF FLOW CONDITIONS ALL RELOCATION SHALL HAVE THE APPPOVAL
i OF FLOW_ DIRECT /O/v OF FLO - �_ OF THE ENGINEER EROSION CONTROL MATTING SHALL NOT BE CUT WITH PLANTING
c (�/��_ - 2 CLEAR AND GRUB AREA OF ALL TRASH AND IMPLEMENTS THE SMALLEST OPENING NECESSARY TO
EXOTIC/INVASIVE VEGETATION ACCOMMODATE EACH PLANT SHALL BE CUT INTO THE FABRIC u
`\ _ 3 APPROXIMATE STOCKPILE AREAS MAY BE RELOCATED OR USING A SHARP KNIFE OR SHEARS
ADJUSTED WIM THE APPROVAL OF THE ENGINEER g
4 PRIOR TO ROUGH GRADING STREAM BANK HARVEST AND PLANT 20NE 1 d
STAPLE AT 1 ((V STOCKPILE THE TOP 6 INCHES OF TOPSOIL E
INTERVALS / STAPLE AT 1 S WHEN GRADING PER DETAILS OVER EXCAVATE BY 4 PLANTS SHALL BE INSTALLED IN STAGGERED ROWS PLANT n Z
C INCHES TO ALLOW FOR THE APPLICATION OF STOCKPILED
` INTERVALS SPACING FOR ZONE 1 SHALL BE APPROXIMATELY EIGHT FEET (6 0) y
TOPSOIL ON CENTER WITHIN ROWS WITH A SPACING OF FOUR FOOT (40)
6 STABILIZE GRADED BANKS WITH SEED AND MULCH BETWEEN ROWS 50 PERCENT OF ALL PLANTS USED SHALL BE
(G'(A ,o • T 6 INSTALL EROSION CONTROL MAT PER MANUFACTURERS FROM THREE GALLON E URGER CONTAINERS AND 50 PERCENT
T •! f INSTRUCTION FROM LIVES STAKES OR BARE ROOT WOODY VEGETATON AT
& IPIISASHEETANTS AS DESCRIBED IN PUNTING NOTES ON LEAST 50 PERCENT OF PUNTS IN ZONE 1 SHALL BE A SHRUB
+ SPECIES CONTRACTOR SHALL SHALL PICK 4 TYPES OF TREES
AND 4 TYPES OF SHRUBS FROM THE LISTS ABOVE i
s _ BANK STABILIZATION PLANTINGS
I I D1 NOT TO SCALE
12 START NEW 6 - 6
6 ROLL IN CHECK
SLOT OVERLAP 4 NOTE
MINIMUM 1 STAPLE AT 1
FIGURE Z INTERVALS 1 INSTALL LIVE STAKES STARTING AT THE BANKFULL ELEVATION ON A 2 BY
FIGURE 1 FIGURE .3 FIGURE Q 2 TRIANGULAR SPACING AND EXTENDING ONE ROW BEYOND THE TOP OF
INTITIAL ANCHOR INTERMITTENT CHECK SLOT / TOP OF BANK TERMINAL ANCHOR BANK
TRENCH BEGINING OF NEW ROLL TERMINATION TRENCH
EXTEND 2 -3 2 DRIVE LIVE STAKES IN AT A RIGHT ANGLE TO THE STREAM BANK USING A
PAST TOP OF DEAD BLOW HAMMER O a x
BANK INSTALLATION NOTES. ANCHOR MAT USING U- SHAPED WIRE STAPLES OR GEOTEXTILE
TOP OF BANK PINS '
3 STAKES SHOULD HAVE A DIAMETER IN THE RANGE OF 0 5" TO 15 i
SITE PREPARATION Y
TERMINATION TRENCH INSTALLATION IN STORM WATER CHANNETS I b
(FIG 4) GRADE AND COMPACT AREA 4 IF USING WOVEN COIR FIBER MAT INSTALL LONG STRAW MULCH BENEATH 0 I
EXCAVATE INITIAL ANCHOR TRENCH 12 X6 ACROSS THE \ o
REMOVE ALL ROCKS CLODS VEGETATION AND OBSTRUCTIONS CHANNEL AT THE LOWER END OF THE PROJECT SEE FIGURE 1
Zf /
SO THAT MATTING WILL HAVE DIRECT CONTACT WITH THE SOIL 5 SEE SPECIAL PROVISIONS FOR LIVE STAKE SPECIES
PLACE 6 x 6 CHECK SLOTS AT 30 INTERVALS ALONG THE /
PREPARE SEEDBED BY LOOSENING 3 TO 4 INCHES C; TOPSOIL CHANNEL SEE FIGURE 2 INSTALL EROSION CONTROL
ABOVE FINAL GRADE LINER OVER SEED PER
MINIMUM OF CUT 4 x 4 TRENCH ALONG TOP OF BANK FOR MAT SEEDING SCHEDULE O p O m
3 OVERLAP APPLY ANY TREATMENT SUCH AS LIME OR FERTILIZERS TO THE TERMINATION EXTEND MAT 2 TO 3 FEET ABOVE CREST IF 1 Z N
SOIL IF NEEDED POSSIBLE SEE FIGURE 3 12 MAX OR TWO
QQ_N9T MULCH AREAS WHERE MAT IS TO BE INSTALLED BEGINING AT THE CENTER OF CHANNEL AT ME DOWNSTREAM NODULES EXPOSED
CHECK SLOT ESTABLISHED PLANT SHOWN e
END OF THE AREA TO BE LINED PLACE THE END OF THE /� FOR INFORMATION ONLY
141 (FIG 2) SEEDING ROLL E ANCHOR TRENCH I NO SECURE FIGURE U- SHAPED PARE \ /
STAPLES OR GEOTEXTILE PINS SEE FIGURE 1 / /// INSTALL SPLIT 2 x 4 x 30 DEAD STOUT
SEE EC -3 FOR SEEDING REQUIREMENTS
PUCE ADJACENT ROLLS IN THE ANCHOR TRENCH WITH A STAKES PER SPECIFICATIONS
APPLY SEED TO SOIL BEFORE PLACING MATTING MINIMUM OF 3 OVERLAP SECURE WITH STAPLES OR O
CEOTEXTILE PINS BACKFlLL ANCHOR TRENCH AND COMPACT I
WHEN USING PERMANENT LINER APPLY ADDITIONAL SEED SOIL O BANKFULL Z
AFTER INSTALLATION AND FILL MAT WITH SOIL ELEVATION L1J
TOP OF BANK UNROLL MAT OVER COMPACTED ANCHOR TRENCH STOP AT
TERMINATION INSTAL 110N ON BANKS NEXT CHECK SLOT OR TERMINAL ANCHOR O O w
(FIG 3)' 30 INITIAL ANCHOR EXTEND MAT 2 TO 3 FEET OVER CREST OF SLOPE AND UNROLL ADJACENT ROLLS IN SAME MANNER WITH A MINIMUM \ 0 O (n %

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PROFILE
OINENAONS
NOT TO SCALE
MIN
C110OTTE- NIEWF1IWAI
e ROCK DROP STRUCTURE
1OF2
(BELOW ' Ft tNAVt})
XM
STORM 11'ATE R SERVICES
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k
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PROFILE
HOTS€
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IH R(Ah R(�rUI AC GHE< i STRI WxFlO'Y- XRYkRh'aAetrskfrT ri„Mt51A nS ANDU tt>a1ANU
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ORa11A4E E4" JCH 4I. +L..111,f AM50.45 EkYSEDi'CS*WH'A55Arx 5f'OI ALO4C[RA
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PFOUREL p EtM..SHM,CUUAFE ItOC. �ROn3 RUCIUkfC OiAtUTNNit ISti SUS SdfRA+CE
3"`IFIE9BY Ir DESM,Tri
3 EACH 1AtEARM Sr+ay fl+SE !ROUT EWYEk'rOb /TLFh.FPT FHC STAEAU 80.YKA'AIfLX:H1 COUJ
IOB ISHE.is BA.nriEll.10C+vISTRLIII tbfA{f LtEYA'KN CGVT40L "OaTSa.Ft BE
E$TA6LISHE0 A5 H_LCFTN ORIGHf SiRLA€f T3A1MANI BM*FVLL6I Of
1CCC5$ARAt TnE i W Or Ir+C 5iR4.f Bc ++t SaGOC
a giaroi,lRF��I�ULa 9E Pkti lt6En C+M1+�IS OCiµ,Rrx tMa�.t lrt nT"IsC` +ecUxKURV'
S ,T1 P+fA. CM'1S85 ETIO1Z ALLP P..11110 1 S61 HER' 11 q +-5105 MLLS I I.,
GAncY`1U 1 1 iH 1I—UL(—H` 4iTU Va Ia,+Fel Y,R,• ]Re)V vnCIUR, *IohE
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n
THE ROCK DROP STRUCTURES SHALL BE CONSTRUCTED WITH FLAT SIDED BOULDERS OF A SIZE
SHOWN IN THE TABLE BELOW (%13 XI< ­15)
i tlt(LRrACfRIC.hel'+E atJSVt a'KCIrIt01}1(++k Dt3w^AIA SUA.LBf ilryOSO$I Ai TkIFr.,M
Dr T it CN THE t r.�tn DtN'C A1.D.1vDtY (HC COWS' (5h.+.?Bi UnrCRipz
COARSE BACKFILL OF THE ROCK DROP STRUCTURE SHALL BE OF CLASS B STONE AT IS DEPTH
COARSE BACKFILL SHALL BE PLACED IN EACH GRADE CONTROL STRUCTURE TO A THICKNESS
ED— TO THE DEPTH OF THE HEADER AND FOOTER BOULDERS AND SHALL ALSO EXTEND OUT
FROM THE VANE ARMS TO THE STREAM BANK
D IrE IIIAI CEHIEW OI 4+ H GRADE C(x.TROt 5 RUCTURE SM BE 001ISTRUCTCD HIRST
rOLLOV![OBf OHE 1.11E APM AND I ILL, THE OTr+N -T ARM —1-1 CO`CYC11IC Tr<
IT DR'OUAL GRADE GDNIROt $TRUCNRCS SHALL Tr+C BE a:STVtfO i}iC4r.00p{RNiS4IB Siwl
6ECONSTR,iCTED UST,vO ARE Rt DUJIFD Ik1 At tFASt t+n. f6tST flt/v'4' IHF
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SHALLB t . AP. C Il"CUR$$HV,SPA+ HL 4EM6t*' nkrq EP HfpJLDCR$'HkNC
SHALL BE tE M B FILL. u4 BOULDEA..
G I-a COAR€EBACKr418EH'.D NCADCN BOUtDER5EtSWCSa THAT 0.NY10OSBL1 '14EN
THE 80iT ;DERSANE FA1Fp IF I N1 c9asXlT CQTRm -11 G IS SI+ECJICO 16. au THE 1� 1YOF T+k VANEAWd
I TEaCEPr Is DFLOOOPIAIN SILLS 414ATTP GLSX.ES -x tBE YATIY'YY'URET}ARW +D
NIEBOULDER,
NOT TO SCALE
MIM t�vl�!►llkrtlutcrr c— s'>it.i.LCFU34Bl.(�.�
C1l %PL0TTE- %CK1J1N11I1RG ROCK DROP STRUCTURE 20F2
�( STORM 11A'FER +EI ICFa F s
6P \PRI4 0E7i11L HQUIPEtIEMTS
LOCATION
OINENAONS
(VALUES TO BE PROVIDED BY DESIGNER)
VARIABLE
VALUES TYPICAL UNIT
—i DESCRIPTION
.. kt
(BELOW ' Ft tNAVt})
IW4LR r CONTROL PJPI T ELLVA LION ~•—
X5 IN
.r SEE "TABLE ��' S
( FP HA lEh
...__._._....... —...
Ls.f 5 JI R'LPT L. )NrRUL POINI LCLbAT"IT _
CA3
_BELOW
BELOW BLEI ri WAND
RIGIIT INTFRCEm C(V tt205 POI 1 rTIVA310Nm
`� %d
SEE TABLE
BELOW FT
BATJ -FULL S 9OTH�_ --
t5
(SEE"TABLE
BELOW ' IN OR FT
D,O OF COARSE BACXF8L
XB _(SEE
TABLE
BELOW FT
­4l MLENGTH
Ai
SEE TABLE
(BELOW FT
LE GTH OF INDIVIDUAL GRADE CON,ROIL STAUCTEIE
't
!BELOW TABLE) Fi
iiE'.G+H OF rLOODPtAJN Siff
A4
±SBE7EE 0W TABLE
I I.E.E. D
111EARM ANGtE WIRE iOP OF OAGK
30
!SEE TABLE
I
San t EKC eE Il1t ET OP O} BANK AND VANL aRAi IYILRCF PS
R
A50
BELOW IN OR Fr
P;AFa
Att
iSEE'TABLE I4 OR Ei
E410 P RMIEF i N TRTS
E
BELOW
ISEf_ TABLE GEEFf.0
BELOW
A. ARM SIOPB w...„
_
_ISEE- TABLET
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SE�TABL E
SOU DER um, TH�
- ---
%id
I
BELOW IN OR F,
BOULDER WIDTH_
X55
SEE TABLE
BELOW IN ORFT
SOULMIT THiCANLSS
"Is
SEE TABLE
1E IT
I CHANNEL WIDTH
HiT
IBELOWAB t
1DANA SLOPE RATIO(HOLNU;O ItAI COMPO.tENTI,
HOTS€
5 ,RxxO0.51, 1,1"+1 G1 LI.L1f SLID ilE ILO`1 -R6 Rv Tl. t¢MS+,Ci U>14 SxttLAnf 1 1111
IH R(Ah R(�rUI AC GHE< i STRI WxFlO'Y- XRYkRh'aAetrskfrT ri„Mt51A nS ANDU tt>a1ANU
13+4 Gf'.TLRG iHl yr AN'.fu PtI SL SiRJ',IUH4:b'+a . l it{tA+Yx+L USLO 145rtu.TS (?.h
ORa11A4E E4" JCH 4I. +L..111,f AM50.45 EkYSEDi'CS*WH'A55Arx 5f'OI ALO4C[RA
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A.1 vPLt+ErCO nY cC OL}iIG+EP
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PFOUREL p EtM..SHM,CUUAFE ItOC. �ROn3 RUCIUkfC OiAtUTNNit ISti SUS SdfRA+CE
3"`IFIE9BY Ir DESM,Tri
3 EACH 1AtEARM Sr+ay fl+SE !ROUT EWYEk'rOb /TLFh.FPT FHC STAEAU 80.YKA'AIfLX:H1 COUJ
IOB ISHE.is BA.nriEll.10C+vISTRLIII tbfA{f LtEYA'KN CGVT40L "OaTSa.Ft BE
E$TA6LISHE0 A5 H_LCFTN ORIGHf SiRLA€f T3A1MANI BM*FVLL6I Of
1CCC5$ARAt TnE i W Or Ir+C 5iR4.f Bc ++t SaGOC
a giaroi,lRF��I�ULa 9E Pkti lt6En C+M1+�IS OCiµ,Rrx tMa�.t lrt nT"IsC` +ecUxKURV'
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GAncY`1U 1 1 iH 1I—UL(—H` 4iTU Va Ia,+Fel Y,R,• ]Re)V vnCIUR, *IohE
Sr.LEJ
n
THE ROCK DROP STRUCTURES SHALL BE CONSTRUCTED WITH FLAT SIDED BOULDERS OF A SIZE
SHOWN IN THE TABLE BELOW (%13 XI< ­15)
i tlt(LRrACfRIC.hel'+E atJSVt a'KCIrIt01}1(++k Dt3w^AIA SUA.LBf ilryOSO$I Ai TkIFr.,M
Dr T it CN THE t r.�tn DtN'C A1.D.1vDtY (HC COWS' (5h.+.?Bi UnrCRipz
COARSE BACKFILL OF THE ROCK DROP STRUCTURE SHALL BE OF CLASS B STONE AT IS DEPTH
COARSE BACKFILL SHALL BE PLACED IN EACH GRADE CONTROL STRUCTURE TO A THICKNESS
ED— TO THE DEPTH OF THE HEADER AND FOOTER BOULDERS AND SHALL ALSO EXTEND OUT
FROM THE VANE ARMS TO THE STREAM BANK
D IrE IIIAI CEHIEW OI 4+ H GRADE C(x.TROt 5 RUCTURE SM BE 001ISTRUCTCD HIRST
rOLLOV![OBf OHE 1.11E APM AND I ILL, THE OTr+N -T ARM —1-1 CO`CYC11IC Tr<
IT DR'OUAL GRADE GDNIROt $TRUCNRCS SHALL Tr+C BE a:STVtfO i}iC4r.00p{RNiS4IB Siwl
6ECONSTR,iCTED UST,vO ARE Rt DUJIFD Ik1 At tFASt t+n. f6tST flt/v'4' IHF
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THE 80iT ;DERSANE FA1Fp IF I N1 c9asXlT CQTRm -11 G IS SI+ECJICO 16. au THE 1� 1YOF T+k VANEAWd
I TEaCEPr Is DFLOOOPIAIN SILLS 414ATTP GLSX.ES -x tBE YATIY'YY'URET}ARW +D
NIEBOULDER,
NOT TO SCALE
MIM t�vl�!►llkrtlutcrr c— s'>it.i.LCFU34Bl.(�.�
C1l %PL0TTE- %CK1J1N11I1RG ROCK DROP STRUCTURE 20F2
�( STORM 11A'FER +EI ICFa F s
6P \PRI4 0E7i11L HQUIPEtIEMTS
LOCATION
MULTIPLE ROCK DROI STRUCTURES DIMENSIONS AND CRITICAL ELEVATIONS
ALIGNMENT
SHEET
STA
X1 FT (NAVD)
X2 FT (NAVD)
X3 FT (NAVD)
X4 FT
X5 IN
X6 FT
X/ FT
X8 FT
X9
X10 FT
X11 FT
X12 %
x13 IN
X14 IN
X15 IN
X16 FT
x17
ALL SAINTS
10
8 +24
56500
56518
56518
7
8
69
6 0
20
30
Do
0 7
3
30
18
12
75
3
TRIBUTARY
ALL SAINTS
10
8 +18
56430
56463
56463
7
8
127
11 0
20
30
0 4
1 0
3
30
18
12
75
3
TRIBUTARY
ALL SAINTS
10
8 +07
56334
56358
56358
7
8
9 2
B 0
20
30
04
08
3
30
18
12
75
3
TRIBUTARY
ALL SAINTS
10
7 +99
562 55
56282
56282
7
8
104
9 0
20
30
02
08
3
30
18
12
7 5
3
TRIBUTARY
ALL SAINTS
10
7 +90
561 78
56202
56202
7
8
92
80
20
30
05
08
3
30
18
12
75
3
TRIBUTARY
ALL SAINTS
10
7 +82
560 99
561 26
561 26
7
8
104
9 0
20
30
07
08
3
30
18
12
75
3
TRIBUTARY
ALL SAINTS
10
7 +73
56022
56046
56046
7
8
92
80
20
30
05
08
3
30
18
12
75
3
—TRIBUTARY
ALL SAINTS
10
7 +65
559 43
559 7
559 7
7
8
104
9 0
20
30
03
08
3
30
18
12
75
3
TRIBUTARY
ALL SAINTS
10
7 +56
55865
55B 92
55892
7
8
10 4
9 0
2 0
30
01
N/A
3
30
18
12
75
3
TRIBUTARY
ALL SAINTS
1 9
1 +82
541 77
54207
54207
10
8
11 5
100
20
30
Do
08
3
36
24
12
13
2
ALL SAINTS
9
1 +J2
541 02
541 32
541 32
10
8
11 5
10 0
20
30
0 7
08
3
36
24
12
13
2
ALL SAINTS
9
1 +62
540 27
540 57
540 57
10
8
11 S
10 0
2 0
30
0 4
N/A
3
36
24
12
13
2
i
POP
C V/a o
Vs1
0
h
I
l�
U �
u N d
o°
0
z
g o z o 0
98% DESIGN SUBMITTAL
-NOT FOR y CV n
CONSTRUCTION- _ 100
H-
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�0
15.
0 0- W
O
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0
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0 Q
Call before you dig
w Q
0
98% DESIGN SUBMITTAL
-NOT FOR y CV n
CONSTRUCTION- _ 100

E
pn
3
� O
Q
00
.�-4
Ln 0
65. a-
BENCH TOE
HEADER (TYP)
STREAM BANK -�
FOOTER ROCK
(TYP)
CLASS A RIPRAP
`EXISTING STREAM ME
ROW CONSTRUCTION NOTE
BOULDERS SHALL BE ROTATED INTO THE
P AN V EN BANK DURING PLACEMENT SUCH THAT THE
UPSTREAM BLOCKS OVERLAP THE DOWNSTREAM
BLOCKS BY A MINIMUM OF 1 INCH
BOU DEP. NA 5CHEDU E
ADDP.E55
NA HE GHT (H)
BOU DEP HE GHT (B)
45 2MEADONP DGE
30
5
4GO MEADONP DGE
30
5
4G 7MEADO NP, DGE
50
25
45 7 PENDOCK
30
5
NOTES
1 BOULDER WALLS SHALL BE CONSTRUCTED
AS INDICATED ON THE DETAIL AND SCHEDULE
ON THIS SKEET AND AS INDICATED ON THE
APPLICABLE GRADING PIN
EXCAVATE /GRADE SLOPE
PER PLAN
BOULDERS SHALL BE
ANGULAR (SEE SIZE RANGE
BELOW) AND HAVE NO
MORE THAN A 6 OVERLAP
HEADER ROCK
(TYP)
FOOTER ROCK
YP
P
BANKUNE
'`- STABILIZE WITH SEED VARIES SEE
1 0 MULCH AND EROSION PUNS
20 CONTROL MATTING
BENCH TOE SEE FIGURE
4 IN DETAIL 6 /D1
DRAINAGE
AGGREGATE NCDOT
B A57 STONE
TYPE 2
CLASS A RIPRAP FABRIC TO
PREVENT PUMPING
SECT ON V EN OF FINES
�s
BOU DEP, 5 ZE RANGE
MEANDER BEND
BOULDER STRUCTURE
D3
NOT TO SCALE
SIRit4 SAI 4
tt'SICAt GROSS >Al+i t^ATCt
YLbci ` �n GO, Rpl POyt! LLt +ATRae %E 4TF, ?
TLX OF ttAhKTxrN.AY- jJ) etU #
( y- INVCN1103
f L.L4NSE BALTE4 ! ISF. NOTFSBA llV / +st i v,1iE r
f[1ERYABtiC \ J _
/ /////IIIII -- y, ARM i4YFS.iEP f0ltiAp
tOAR.,L UAL. AL ' , / IMWi txF A O.1 ATNCs
ISEE NOTC'Ik -,\ -nl CROSS As SIgVI L 1 ^ y"' /
i ng QY5 Jw5 If Ih1.Y +It(A (RoL
A / P(ilhi ELI A'q itlAEg tOiE i " '�, lr '"�`� /� �`✓_'j x ISEE I Oltn
S Tv
/!- BANKFU L+cEC NO(F J) Ftt.'" \#i\�
IL (X}SF N LOG
-41 45aL VOSLD -/� �c
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y - -YV4kT LOG 15Ef YOTE$A I) NtCABAL AVCM}i J ''r`,D(A CChiRt%Y4.*r
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° \, x LEFT All ARUCK:,— Ptpa
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ILI" cI[�RIOT71Ir1- 1fFCxI,FyIfI)RG LOG CROSS VANE 101,
S'POR1f 1111TF ft SERVICES E-
ftrrkal --.IS GHWIL WWI RFQIIIREI NN ;
KEY IN EROSION SEED PER DETAIL
CONTROL MATTING PER to /EC3
MANUFACTURERS
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1 D 1 0
20 20
EROSION CONTROL
MATTING
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TRAPEZOIDAL SWALE DETAIL AT
4521 PENDOCK COURT
D 3 NUT TO SCALE
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-{E— DIFFERENCE BFTVJEEN TOP Imo' EANK(SANKFLAL)FIo
2 FIELATKJh CONTROL POLVT55NA[. 6EDCSIGt ATEbA TFF UPSTRGtM at YRiiC[vI
STIXnI"P0SAiE
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PLACED E ATHICKNESS THESTO THE DEPTH OF THE HEADER (AND FOOTER) LOSS AND SHALL EXTEND OUT
D SH N
FROM THE VANE 0 RMS TO THE STREAM BANK AND UPSTREAM A DISTANCE OF 8 FEET
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EROSION CONTROL NOTES.
1 REFER TO GENERAL NOTES ON SHEET 2
2 DISTURBED AREAS
SHEET EC4 D 26 AC
061 AC
SHEET EC5 026 AC
018 AC
SHEET EC6 021 AC
SHEET EC7 0 40 AC
D67 AC
TOTAL 2 58 AC
1 ALL AREAS DISTURBED BY THE CONTRACTORS SHALL BE SEEDED PER THE SPECIFICATIONS SHOWN BELOW
2 MULCH USE SPECIFIED EROSION CONTROL BLANKET TO COVER THE SIDE SLOPES OF THE CHANNEL APPLY 3000 LB /ACRE GRAIN
STRAW AND ANCHOR STRAW ON ALL OTHER DISTURBED AREAS
3 REVIEW CONSTRUCTION SEQUENCE FOR ADDITIONAL EROSION CONTROL MEASURES
4 CONSTRUCTION ACCESS AREAS SHOWN ARE TO GUIDE CONTRACTOR DURING CONSTRUCTION CONTRACTOR SHALL COORDINATE WITH
ENGINEER IF ALTERNATIVE CONSTRUCTION ACCESS ROUTES WILL IMPROVE EFFICIENCY OF CONSTRUCTION
EROSION CONTROL,
1 INSTALL PERMANENT VEGETATIVE COVER AND THE LONG -TERM EROSION PROTECTION MEASURES OR STRUCTURES AS SOON AS
PRACTICAL IN THE CONSTRUCTION PROCESS APPROPRIATE EROSION CONTROL MEASURES MUST BE PLACED BETWEEN THE
DISTURBED AREA AND AFFECTED WATERWAY AND MAINTAINED UNTIL PERMANENTLY VEGETATED
2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL MEASURES RELATED TO THE CONSTRUCTION
SITE
3 AT A MINIMUM EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL
REGULATIONS ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY LOCAL GOVERNING AGENCIES
4 CONTRACTOR MUST TAKE THE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO THE PAVED ROADWAY FROM
CONSTRUCTION AREAS DAILY REMOVAL OF MUD /SOIL MAY BE REQUIRED THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
IMMEDIATE REMOVAL OF ANY SOIL TRACKED INTO THE PUBLIC RIGHT -OF -WAY
5 THE LOCATIONS OF SOME EROSION CONTROL MEASURES MAY HAVE TO BE ALTERED FROM THOSE SHOWN ON THE PLANS IF
DRAINAGE PATTERNS CHANCE DURING CONSTRUCTION
6 PROVIDE FOR HANDLING THE INCREASED RUNOFF CAUSED BY CHANGED SOIL AND SURFACE CONDITIONS USE EFFECTIVE MEANS TO
CONSERVE EXISTING ON -SITE SOIL INCLUDING THE USE OF DIVERSION DITCHES
7 ALL DISTURBED AREAS SHALL BE SEEDED USE TEMPORARY PLANT COVER MULCHING AND /OR STRUCTURES TO CONTROL RUNOFF
AND PROTECT AREAS SUBJECT TO EROSION DURING CONSTRUCTION CHANNEL BANKS SHALL BE SEEDED DAILY UPON COMPLETION
OF FINAL GRADING
8 ALL SEDIMENT AND EROSION CONTROLS ARE TO BE INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND AFTER ANY
STORM EVENT OF GREATER THAN 05 INCHES OF PRECIPITATION DURING ANY 24 -HOUR PERIOD MAINTENANCE OF SEDIMENT
TRAPPING STRUCTURES SHALL BE PERFORMED AS NECESSARY PER THESE INSPECTIONS SILT FENCING AND DIVERSION DITCHES
SHALL BE INSTALLED AS SHOWN ON EROSION CONTROL SHEETS
9 STABILIZATION MEASURES SHALL BE INITIATED AT THE END OF EACH DAY IN PORTIONS OF THE SITE WHERE CONSTRUCTION
ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED EXCEPT WHERE CONSTRUCTION ACTIVITIES SHALL BE REINITIATED WITHIN
7 CALENDAR DAYS
10 ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION
OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED ADDITIONAL CONTROL DEVICES MAY BE
REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND /OR OFFSITE SEDIMENTATION CONTRACTOR SHALL REMOVE
ALL TEMPORARY CONTROL DEVICES ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED A MAXIMUM OF 1000 LINEAR
FEET OF STREAM MAY BE DISTURBED AT ANY ONE TIME
11 SILT FENCING TO BE INSTALLED AROUND INDICATED SPOILS AREAS TO PREVENT LOSS OF SEDIMENT
12 ASPHALT TACKIFIER SHALL NOT BE USED
13 ALL NECESSARY MEASURES MUST BE TAKEN TO PREVENT OIL, TAR TRASH AND OTHER POLLUTANTS FROM ENTERING THE
ADJACENT OFFSITE AREAS
14 CONSTRUCTION ACTIVITIES MUST AVOID TO THE GREATEST EXTENT PRACTICABLE ENCROACHMENT INTO ANY WETLAND /STREAM
AREAS NOT DESIGNATED AS IMPACT AREAS
15 ACTIVITIES MUST AVOID DISTURBANCE OF WOODY RIPARIAN VEGETATION WITHIN THE PROJECT AREA TO THE GREATEST EXTENT
PRACTICABLE REMOVAL OF VEGETATION MUST BE LIMITED TO ONLY THAT NECESSARY FOR CONSTRUCTION OF THE CHANNEL
16 NO ON -SITE BURIAL OF VEGETATION OR CONSTRUCTION DEBRIS WILL BE PERMITTED
17 ANY GRADING BEYOND THE CONSTRUCTION LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE NORTH CAROLINA EROSION
CONTROL ORDINANCE AND IS SUBJECT TO A FINE
18 PLEASE REFERENCE PLAN SHEET DETAILS AND NCDENR STANDARDS FOR CONSTRUCTION OF EROSION CONTROL MEASURES
STREAM CONSTRUCTION NOTES
1 OBTAIN EROSION CONTROL PERMIT FROM NCDENR LAND QUALITY SECTION [phone] AND ALL OTHER APPROVALS
NECESSARY TO BEGIN AND COMPLETE THE PROJECT
2 STABILIZED GRAVEL ENTRANCE/EXIT AT THE SITE SHALL BE INSTALLED AS SHOWN ON THE PLANS AND DETAILS AFTER
ESTABLISHMENT OF THE CONSTRUCTION ENTRANCE/EXIT ALL PERIMETER EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR
TO CLEARING AND GRUBBING
3 ALSO PRIOR TO CLEARING AND GRUBBING /CONSTRUCTION THE CONTRACTOR SHALL REQUEST AN ON SITE INSPECTION UPON
RECEIPT OF CERTIFICATE OF COMPLIANCE GRUBBING /CONSTRUCTION MAY BEGIN FAILURE TO SCHEDULE AN ON SITE MEETING WITH
THE CITYS ENVIRONMENTAL COORDINATOR 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 18
OF THE CITY CODE AND IS SUBJECT TO A FINE
4 PERFORM GRADING OPERATIONS IN A MANNER AND SEQUENCE SO AS TO REDUCE UNNECESSARY DISTURBANCE OF SURFACE
COVER
5 FOR CONSTRUCTION OF CULVERT FOLLOW PUMP AROUND SEQUENCE SHOWN ON DETAIL 2 /EC3
6 CONDUCT PRE4DONSTRUCTION MEETING INCLUDING OWNER/ENGINEER ASSOCIATED CONTRACTORS AND OTHER AFFECTED PARTIES
7 EROSION CONTROL MEASURES MAY BE PHASEDHN TO THOSE AREAS OF THE PROJECT CURRENTLY BEING WORKED ON THE
CONTRACTOR MAY MODIFY OR RELOCATE EROSION CONTROL MEASURES TO MAKE ADJUSTMENTS FOR UNFORESEEN FIELD
CONDITIONS SO LONG AS PROPER CONSTRUCTION IS MAINTAINED TO ENSURE THE INTEGRITY AND USEFULNESS OF THE PROPOSED
MEASURES ALL RELOCATION SHALL HAVE THE APPROVAL OF THE ENGINEER ALL DISTURBED AREAS ALONG CHANNEL BANKS
SHALL BE STABILIZED NTH TEMPORARY SEED AND MULCH AT THE END OF EACH DAY
8 IF IT IS DETERMINED DURING THE COURSE OF CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE (DESPITE THE
PROPER IMPLEMENTATION AND MAINTENANCE OF EROSION CONTROL MEASURES), THE PERSON RESPONSIBLE FOR THE LAND
DISTURBING ACTIVITY IS OBLIGATED TO TAKE ADDITIONAL PROTECTIVE ACTION
9 AT LOCATIONS IN WHICH THE STREAM CHANNEL IS BEING MODIFIED TEMPORARY COFFER DAMS AND BYPASS PUMPING WILL BE
USED TO DE -WATER THE WORK AREA
10 WHEN THE TOE HAS BEEN SUFFICIENTLY STABILIZED TO RESTRAIN EROSION ALL TEMPORARY COFFER DAMS WILL BE REMOVED
FROM THE ACTIVE STREAM CHANNEL AND NORMAL FLOW RESTORED ACCUMULATED SEDIMENT SHALL BE DISPOSED OF IN
DESIGNATED SPOILS AREA PRIOR TO REMOVAL OF TEMPORARY COFFER DAM ALL COFFER DAMS AND BYPASS PUMPING EQUIPMENT
SHALL BE REMOVED FROM THE STREAM AT THE END OF EACH DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL
11 THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABIUZED IN ONE WORKING DAY RESTORATION MEASURES
SEEDING AND VEGETATION WILL BE INSTALLED ALONG THE CHANNEL LENGTH AS WORK PROGRESSES
12 ALL EXCAVATED MATERIAL MUST BE PLACED AT A MINIMUM OF 5 FT FROM CHANNEL SILT FENCES MUST BE INSTALLED AROUND
ALL STOCKPILE AREAS
13 TEMPORARY AND PERMANENT STABILIZATION OF ALL DISTURBED GRASSED AREAS AT THE TOP OF THE CHANNEL BANKS WILL BE
IN ACCORDANCE PATH THE SEEDING AND MULCHING SPECIFICATION AS SHOWN ON VEGETATION PLAN
R/IN IN
R/W T__] R /W
A \
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14 IN GENERAL, CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO DOWNSTREAM DIRECTION
15 PROPOSED CHANNEL EXCAVATION AND GRADING SHALL BE PERFORMED USING LQUIPMENT FROM OUTSIDE OF THE EXISTING
CHANNEL WHERE POSSIBLE TEMPORARY CROSSINGS WILL BE USED AT LOCATIONS SPECIFIED ON THE PLANS, CROSSINGS MAY BE
ADDED OR RELOCATED UPON APPROVAL FROM THE ENGINEER
16 CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OF TREES TO REMAIN AND SHALL NOT DAMAGE SUCH TREES IN ANY
WAY
17 ROUGH GRADING OF CHANNEL SHALL BE PERFORMED PRIOR TO INSTALLATION OF ROCK STRUCTURES AND FORD OR CULVERT
CROSSINGS PRIOR TO INSTALLING ROCK STRUCTURES OBTAIN APPROVAL OF THE ENGINEER ON ROUGH GRADING
18 UPON INSTALLATION OF ROCK AND OTHER STRUCTURES OBTAIN APPROVAL OF ENGINEER PRIOR TO FINE GRADING
19 IT SHALL BE UNDERSTOOD THAT FAILURE TO SPECIFICALLY MENTION ANY WORK THAT WOULD NATURALLY BE REQUIRED TO
COMPLETE THIS PROJECT SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PERFORM SUCH WORK
20 ESTABUSH RIPARIAN VEGETATION AS SHOWN ON PLANS
VEGETATIVE PLAN
1 EROSION CONTROL MEASURES SHALL BE PROPERLY MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED
2 DISTURBED AREAS NOT AT FINAL GRADE LEFT IDLE FOR TWO OR MORE WEEKS SHALL BE TEMPORARILY VEGETATED UPON
COMPLETION OF FINAL GRADING PERMANENT VEGETATION SHALL BE ESTABLISHED WITHIN 7 CALENDAR DAYS SEEDING SHALL BE
IN ACCORDANCE WITH DETAIL 1 ON SHEET EC3
3 ALL OTHER DISTURBED AREAS WILL BE STABILIZED BY PERMANENTLY VEGETATING WITH SEED AND MULCH AS RECOMMENDED BY
THE PERMANENT SEEDING SPECIFICATIONS DUE TO THE RESTRAINTS ON THE LENGTH OF IMPROVEMENTS AND /OR DURATION OF
EXPOSED DISTURBED AREAS
4 ONCE PERMANENT VEGETATION AND EROSION CONTROL MEASURES ARE ESTABLISHED THE CONTRACTOR SHALL SCHEDULE A FINAL
INSPECTION IN ORDER TO OBTAIN A CERTIFICATE OF COMPLETION AFTER APPROVAL. ALL REMAINING TEMPORARY EROSION
CONTROL MEASURES MAY BE REMOVED
MAINTENANCE PLAu
1 ALL TEMPORARY EROSION CONTROL AND SEDIMENT CONTROL PRACTICES WILL BE INSTALLED AS NOTED ON THE EROSION CONTROL
DETAILS
2. ALL SEDIMENT AND EROSION CONTROL PRACTICES SHALL BE CHECKED FOR STABILITY AND OPERATION ON A WEEKLY BASIS AND
FOLLOWING EVERY RUNOFF PRODUCING RAINFALL EVENT ANY REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN THE FUNCTION
OF THE PRACTICE
3 TRAPPED SEDIMENT SHALL BE PROPERLY REMOVED FROM THE UPSLOPE SIDE OF SEDIMENT FENCE WHEN SEDIMENT BUILDS UP TO
A DEPTH OF 0 5 FEET SEDIMENT FENCE SHALL BE REPAIRED AS NECESSARY TO MAINTAIN ITS FUNCTION
4 REFER TO DETAIL SHEETS EC2 & EC3 FOR ADDITIONAL MAINTENANCE NOTES ON EROSION CONTROL STRUCTURES
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CONSTRUCTION SHALL BE IN ACCORDANCE
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2 CHECK DAMS MAY BE USED IN SLOPING DITCHES OR OR
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INSPECT CHECK DAMS AND CHNINELS FOR DAMAGE AFTER EACH
AN SEDIMENT
STONE AS CONDEpNS WARRAM AND REPAIR OR CLFANOUi OF ANY MF/SURES USED TO TRAP SEOIMEM
4 ANY SEDIMENT SPILLED DROPPED WASHED OR TRACKED INTO PUBLIC STREETS MU5T BE REMOVED IMMEDIATELY
(tea o O Z IR cN.+
RUNOFF EVENT
2 ANTICIPATE SUBMERGENCE AND OEPDSMON ABOVE THE CHECK DAM
5 WHEN APPROPRIATE, WHI-S MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBIC STREET WHEN
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AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM I
CORRECT ALL DAMAGE IMMEDIATELY IF SIGNIFICANT BW-+
WASHING IS REQUIRED E SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH TRAINS INTO AN
APPROVED SEDIMENT BASIN SEE STO NO 30 118
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6 CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD 1024 k 10 25) TO ACCESS THE
CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE
] REMOVE BEEN ENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO
PREVENT DANGE TO CHANNEL VEGETAIION N1 THE CHANNEL TO
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ONAIN THROUGH THE STONE CHECK DAN AND PREVENT LARGE FLOWS
FROM CARRYING SEDIMENT OVER THE DAM ADD STONES TO DAMS AS
5 MIN
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NEEDED TO MNNTNN DESIGN HEIGHT AND CROSS SECTION
-0 MIN W (SPILLWAY)
PUBLIC STREET
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MODIFIED FOR 50' MIN LENGTH AND STONE TYPE
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M57 WASHED STONE As A MMIMUM DESIGN SfauCNRE TO PASS 2 rfAR
PEAK ROw WRHOUT OVERIOPPINc
1 UNIFORMLY GRADE A SHALLOW DEPRESSION
5 E THAT DESIGN HUM YEtDCTIY AT THE OUTLLT
of TIE CNOSGNG BTRUCTURC IS EROSrvE Goa
APPROACHING
APP
APPROACHING THE INLET
RON-
THE R.— STREW CHNlREL
2 DRIVE 5 -FOOT STEEL POSTS 2 FEET INTO THE
GROUND SURROUNDING THE INLET SPACE POSTS
EVENLY AROUND THE PERIMETER OF THE INLET A r------4 MAX 9 -GAUGE HARDWARE
MAXIMUM OF 4 FEET APART CLOTH (j MESH
OPENINGS)
WI
J SURROUND THE POSTS WTH RE MESH
HARDWARE CLOTH SECURE THE NRE MESH TO
STREAM BANK
NO o
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NCOOT #5 OR 57
#
µS7 WASHED STONE
t
BOTTOM PLACING A 2 -FOOT FLAP OF THE WIRE
MESH UNDER THE GRAVEL FOR ANCHORING IS WAS STON
LINE CHANNEL BOTTOM
RECOMMENDED
WITH GEOTEXTILE FABRIC ° ° TOP BANK
\ o °0
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1 PLACE CLEAN GRAVEL (NC DOT ,y5
RIP RAP
STONE) ON A 2 1 SLOPE WITH A HEIGHT 0
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EVEN GRADE 16 MIN
5 ONCE THE CONTRIBUTING DRAINAGE AREA HAS
m
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PROPOSED 24 HOPE
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MAINTENANCE. WATE
AS CHECK — IF CROSSING IN ­E IDNGLR
INSPECT AT WEEKLY AND EACH OHM
OPTgNN, TO BE USED TO BE SIZED BY
ENGINEER THNN 12 MOANS
INLETS LEAST AFTER
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT CLEAR OHM��0
THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
APPROVED GTE
Z
ADEQUATE FLOW FOR SUBSEQUENT RAINS TAKE CARE NOT TO ROD OT #5 OR #57
DAMAGE OR UNDERCUT THE WIRE MESH DURING
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CHARLOTTE
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AND DEWATER BEFORE REMOVAL OF THE IMPERVIOUS DIKE
DISCHARGE WHEN DEWATERING AREA ALL DIRTY WATER MUST BE PUMPED
CLASS A
NTAKE HOSE
NOTES.
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HOSE THROU CH A SILT BAG REMOVE IMPERVIOUS DIKES PUMPS
EXISTING AND TEMPORARY FLEXIBLE HOSE /PIPING STARTING WIT TH
G H E
STONE
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SANDBAGS CLASS 1 RIP RAP
OTHER NON- ERODIBLE MATERIAL EOTE %TILE FABRIC
4eJ
PUMP AROUND
1 EXCAVATION SHALL BE PERFORMED ONLY IN DRY AND /OR
r
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ISOLATED SECTIONS OF CHANNEL
2 MPERVIOUS DIKES SHOULD BE USED TO I S DILATE WORK AREAS
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WORK
FROM STREAM FLOW
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DE- WATERING
AREA
lulu IS Ihmuph September }umma \Le anJ HvTlanf ry nh N mta \In m () tr M
3 THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN
BE STABILIZED IN ONE WORKING DAY A MAXIMUM OF 1000
NOTE
CONTRACTOR SHALL FOLLOW CONSTRUCTION
PUMP
J
FLOW
AREA STABILIZED DUVALL '�I d Y - n
3 INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING I 1 6,
OPERATIONS FOR STREAM DIVERSION CLASS 1 RIP RAP NJ BARRIER Z o
4 INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND DEWATERING BOO OR OTHER APPROVED
A PERMANENT SEEDING FOR STREAM BANK STABILIZATION PUMPING APPARATUS IF NEEDED TO DEWATER THE ENTRAPPED - MATERIAL c krNmw
AREA THE PUMP AND HOSE FOR THIS PURPOSE SHALL BE (IF USING RIP RAP 01 n rcu��
STABIUZED DUVALL OF SO nCIENT SIZE TO DEWATER THE WORK AREA THIS DOWNSTREAM SLOPE NO Q_
CLASS A STONE WATER WILL ALSO BE PUMPED TO AN OUTFALL STABILIZED ° GREATER MAN 21) n r u
GEOTEXTILE FABRIC N11H CLASS A RIP RAP rO¢ ��^ u
5 THE CONTRACTOR WILL PERFORM STREAM RESTORATION WORK ' 1 3 n B m J
TEMPORARY SEEDING FOR SUMMER AND WINTER SEASONS IN ACCORDANCE WITH THE PLAN AND FOLLOWING THE -
GENERAL CONSTRUCTION SEQUENCE
6 ME CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SILT A,
AND DEWATER BEFORE REMOVAL OF THE IMPERVIOUS DIKE
DISCHARGE WHEN DEWATERING AREA ALL DIRTY WATER MUST BE PUMPED
CLASS A
NTAKE HOSE
NOTES.
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• I
HOSE THROU CH A SILT BAG REMOVE IMPERVIOUS DIKES PUMPS
EXISTING AND TEMPORARY FLEXIBLE HOSE /PIPING STARTING WIT TH
G H E
STONE
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SANDBAGS CLASS 1 RIP RAP
OTHER NON- ERODIBLE MATERIAL EOTE %TILE FABRIC
4eJ
PUMP AROUND
1 EXCAVATION SHALL BE PERFORMED ONLY IN DRY AND /OR
Pnnrnmrrmromrm
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PUMP
ISOLATED SECTIONS OF CHANNEL
2 MPERVIOUS DIKES SHOULD BE USED TO I S DILATE WORK AREAS
4trrnmr
irrt rlrm
Caman 4uttaJ \Ella ll arrail
bnrJoymra)
c><e,e�r wrxrPn Mnl1'lam x rrnxr v..
WORK
FROM STREAM FLOW
FcFmrr IS rlrrwFM1 \pal W mra liar aM Ncp4n1 xah Summa \lu m \tar
DE- WATERING
AREA
lulu IS Ihmuph September }umma \Le anJ HvTlanf ry nh N mta \In m () tr M
3 THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN
BE STABILIZED IN ONE WORKING DAY A MAXIMUM OF 1000
NOTE
CONTRACTOR SHALL FOLLOW CONSTRUCTION
PUMP
FEET MAY BE DISTURBED AT ANY ONE TIME
SEQUENCE AS NOTED ON CONTRACT DRAWINGS
OTEXTILE FABRIC
4 THE PUMP - AROUND PUMP SHOULD ADEQUATELY CONVEY
MPERMOU$ MINIMUM 450 GALLONS / MINUTE
DIKE 3 /EC3
5 PERFORMANCE q =450 GPM ONLY
6 DIKE MUST BE CONSTRUCTED OF NON - ERODIBLE MATERIALS
SILT BAG PROFILE CHANNEL
o
o33
SUCH AS SANDBAGS SEE DETAIL 3/EC3
POLYETHYLENE MEMBRANE ON
FACE 20 MIL THICK 3- 0 LEVEL WITH TOP OF
°m
r2_'� PUMP AROUND
r3`� IMPERVIOUS DIKE
SEQUENCE
BANK OR AS
NECESSARY
r u
Z? o5- a
SILT BAG
1 INSTALL STILLING BASIN STABILIZED OU TAALL USING
N
LOCATION
CLASS A
STORE
DISCHARGE HOSE
E D
DE A RIP RAP AT THE DOWNSTREAM ENO OF ME
DESIGNATE° PROJECT WORKING AREA
m
¢
S
NOTE HOSE SHOULD BE
KEPI OUTSIDE OF WORK
2 THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP
FLOW THE TEMPORARY PIPING THAT WILL CONVEY THE BASE
FLOW FROM UPSTREAM OF THE WORK AREA TO THE
1
d U y"
R
AREA STABILIZED DUVALL '�I d Y - n
3 INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING I 1 6,
OPERATIONS FOR STREAM DIVERSION CLASS 1 RIP RAP NJ BARRIER Z o
4 INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND DEWATERING BOO OR OTHER APPROVED
A PERMANENT SEEDING FOR STREAM BANK STABILIZATION PUMPING APPARATUS IF NEEDED TO DEWATER THE ENTRAPPED - MATERIAL c krNmw
AREA THE PUMP AND HOSE FOR THIS PURPOSE SHALL BE (IF USING RIP RAP 01 n rcu��
STABIUZED DUVALL OF SO nCIENT SIZE TO DEWATER THE WORK AREA THIS DOWNSTREAM SLOPE NO Q_
CLASS A STONE WATER WILL ALSO BE PUMPED TO AN OUTFALL STABILIZED ° GREATER MAN 21) n r u
GEOTEXTILE FABRIC N11H CLASS A RIP RAP rO¢ ��^ u
5 THE CONTRACTOR WILL PERFORM STREAM RESTORATION WORK ' 1 3 n B m J
TEMPORARY SEEDING FOR SUMMER AND WINTER SEASONS IN ACCORDANCE WITH THE PLAN AND FOLLOWING THE -
GENERAL CONSTRUCTION SEQUENCE
6 ME CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SILT A,
LC3 NOT i0 SCALE EC3 NOT i0 SCALE g� g� /y g
B TEMPORARY SEEDING AND MULCHING R� 1= ��� 6r'_i1
FOR STREAM BANK STABILIZATION
M.® .M. ,, e i L_
GENERAL NOTES. DEC 1
1 USE SILT FENCE ONLY WHEN DRAINAGE AREA MAINTENANCE NOTES. C U 1 i� 1
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW
SEEDING McuosmMxcnmvASSVK>�NC 1 FILTER BARRIERS SHALL BE INSPECTED BY THE GEAR -LAND Q )Al
2 END OF SILT FENCE NEEDS TO BE TURNED UPHILL CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND �h
AT LEAST DAILY DURING PROLONGED RAINFALL ANY
3 FOR REPAIR OF SILT
REPAIRS NEEDED SHAH BE MADE IMMEDIATELY STORMATER P H
RM ^ '
FENCE FAILURES USE 2 SHOLILD THE FABRIC DECOMPOSE OR BECOME
SEEDING FOR 57 WASHED STONE USA NEFFLCTVE
LIFE PRIOR TO E THE END OF L I EXPECTED
DATES FOR ANCHOR WHEN SILT USABLE LIFE ANO TIE BARRIER STILL M NECESSARY
FENCE IS PROTECTING TIE FABRIC SHALL BE REPLACED PROMPTLY
CATCH BASIN 3 SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN
SEEDING 4 STONE OUTLETS SHALL BE PROVIDED AT ALL DEPOSITS REACH 05 FEET ANY SEDIMENT DEPOSITS
AMENDMENTS LOW LYING POINTS LOCATIONS OF STONE REMAINING IN PLACE AFTER TIE SILT FENCE IS
OUTLETS HAVE BEEN INDICATED AT MAJOR REMOVED SHALL BE DRESSED TO CONFORM TO ME
LOW LYING AREAS CONTRACTOR RESPONSIBLE EXISTING GRADE PREPARED AND SEEDED TOP OF BANK
FOR LOCATING AND WELL AS LO OUTLETS IN
Ti ESE AREAS AS WELL AS LOCAL LOW LYING
.rm.wn M ..usr ..am m.v w°'"'mrmiu d w•AxJ m•Ie`,twi m.w9a a,rma• nm' (+1 s++ • vva SPOTS
KEY IN EROSION CONTROL
5 ORANGE SAFETY FENCE IS REQUIRED AT BACK MATIINC O B BEFORD
m >wnR .nan. a.aa OF SILT FENCE (WITHIN 5 FE WHEN GRADING STONE OUTLETS _- TOP IN BANE FOR
IS ADJACENT G SWIM BUFFERS (REFER TO SILT FENCE KEY -IN NOTES DETAIL
SWIM BUFFER GUIDELINES KEY A ING 08 5 /31 ON SEE OETML
) PROPOSED 6/01 Y
CONTROL MATTING 0 B
SEDIMENT BANK F—� � w
BEYOND TOP OF BANK EXIST O <
CONTROL r 1 - b MIN FOR KEY -IN NOTES CHANNEL It N r
ST UNE AND DIMENSION SEE BOTTOM tlO7ES O
B MAX DETAIL 6/DI ONE ALL CHANNEL BANKS WIT1 EROSION O
C PERMANENT SEEDING SCHEDULE VARIABLE AS DIREC TED BY HE ENG NEER FL�_ 3 MAX CONR0. MATTING SEE DETAILS I Dt J fi DI
NOT FOR USE IN CHANNEL$ 2 PREPARE SOIL FOR SEEDING PER CONTRACT
DOCUMENTS
FOR LATE WINTER AND
EARLY SPRING Av0 >b I¢ /Krrc lo- o-lp rvnum r°°x' i0m V /ate i0 �°'L VY61O� MIN 12 -1 /2 GA STRUCTURAL } PLACE SEED & LIGHT MULCH _
twee w MIN 10 CA INTERMEDIATE STONE 4 INSTALL EROSION CONTROL MATTING OVER
KtL (awK�p rmm u /rcx[vpLt aaoo acx[ axc
LINE WIRES WIRES NOTES SEED & MULCH
Locxa (we0 - w u %r¢ Ncrrpev0 BAD¢ sET rrrNnr srvNwrt rear BE Usm As A Nura AxcroxiNC PLED STRUCTURAL STONE SHALE BE (CLASS B) mo r y
'M` fi,Mrmo„o„ 100E TO ECO D STONE FOR EROSION CONTROL PURPOSES EROSION CONTROL MATTING (CDR FIBER MATTING) o
°g
ruin Aomuaac s_s¢o r°r ^� A"°'uc" aam"mY' °`°'°c SEDIMENT CONTROL STONE SHALL BE NO 5 5 i ¢
GRADE OR NO 57 STONE EC3 NOT TO SCALE $ ¢ N
FOR SUMMER """ "" aPo rVacxE nrmN,M .�xcnwRU aNmorc
,,,,,,,� aND�o riaDN +o -to -ra BADUZ¢
U s�MUi s�iuwfnw r4aar Ip¢FJs
., A Aa,' � /AOm ,D� .om� /rortov�'":mr"a ;c sn xrua. smuun rear a usm rs A wrx aaroawc
FRONT VIEW
R. (KR WA .MLRn a. m unw 2 e Z
FOR FALL arternumm �, J wrAY smR u /.ax awrm anncuTwa IrNamNZ K POST W J
Roo u /rnL ro- ro-romruza DR ABRIC
mL (wrrx) �Rro rn/acnc .xo GEOTEXTLE FABRIC —SILT FENCE
is o¢ w _ �trpr /KiEmKrx er m xurciiznw.oKxr�vxAt ism As'Na iu�xu.r wroeuw a� O O ;
Im1>1uW6G 1 FILL SLOPE O H- Z
W Q_ U � v °v KnoxxhxsbelOW � W W O J uV_E K_ M ,¢,P) CBII before you dig o � � To rKDOM ¢ovu ucTax alt Ar0 OVER SILT FENCE W CL O 0
KN LTIY 07 CB1IUg1T6T IRT (J' O Y)
O
IAN008V®APYKM SFdNDAR03 p TEMPORARY SEEDING SCHEDULE BYENGINEER • < Z It
mwane Dx+lem DBENOm m NOT FOR USE IN CHANNELS 30 t 7 9 =
a.d.a.=wM.,.n.ra�m u.m.rmwNmv.um...lr)m+•oaev SIDE VIEW W Q W
M .„_� >� a , 98% DESIGN SUBMITTAL 0
.,R a�,Max�,,..1_ -1 .m �t � a SILT FENCE -NOT FOR
�1
MIN
SEEDING DETAILS EC3 NOT TO SCALE -b VIEW
Ec3 NOT TO SCALE FR °NT VI CONSTRUCTION- -
s 0 o 0
W W
AND DEWATER BEFORE REMOVAL OF THE IMPERVIOUS DIKE
DISCHARGE WHEN DEWATERING AREA ALL DIRTY WATER MUST BE PUMPED
4eJ \Ilx A- \ \inter 1}elert at lever 3)
4knNOr Name
(wmnm'rwv
wJN @NxN
HOSE THROU CH A SILT BAG REMOVE IMPERVIOUS DIKES PUMPS
EXISTING AND TEMPORARY FLEXIBLE HOSE /PIPING STARTING WIT TH
G H E
£cNrn <hhxr /nm
IaNnn \hlict
r
yrpN n 2516ra
Hordnmr yr
Darla
rrnlo
Wrrter Rre
SANDBAGS CLASS 1 RIP RAP
OTHER NON- ERODIBLE MATERIAL EOTE %TILE FABRIC
4eJ
\Ile 0- Mrnmvr (41ec1 W tart 3)
Pnnrnmrrmromrm
Nroxnu pNNlla
vo, M 25 m
p
Klnre
WaH \hlk
4trrnmr
irrt rlrm
Caman 4uttaJ \Ella ll arrail
bnrJoymra)
c><e,e�r wrxrPn Mnl1'lam x rrnxr v..
FcFmrr IS rlrrwFM1 \pal W mra liar aM Ncp4n1 xah Summa \lu m \tar
\far IhmupM1 SvTnanM Plant Summa \Irx
CREEK CROSSING - COFFER DAM
lulu IS Ihmuph September }umma \Le anJ HvTlanf ry nh N mta \In m () tr M
LC3 NOT i0 SCALE EC3 NOT i0 SCALE g� g� /y g
B TEMPORARY SEEDING AND MULCHING R� 1= ��� 6r'_i1
FOR STREAM BANK STABILIZATION
M.® .M. ,, e i L_
GENERAL NOTES. DEC 1
1 USE SILT FENCE ONLY WHEN DRAINAGE AREA MAINTENANCE NOTES. C U 1 i� 1
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW
SEEDING McuosmMxcnmvASSVK>�NC 1 FILTER BARRIERS SHALL BE INSPECTED BY THE GEAR -LAND Q )Al
2 END OF SILT FENCE NEEDS TO BE TURNED UPHILL CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND �h
AT LEAST DAILY DURING PROLONGED RAINFALL ANY
3 FOR REPAIR OF SILT
REPAIRS NEEDED SHAH BE MADE IMMEDIATELY STORMATER P H
RM ^ '
FENCE FAILURES USE 2 SHOLILD THE FABRIC DECOMPOSE OR BECOME
SEEDING FOR 57 WASHED STONE USA NEFFLCTVE
LIFE PRIOR TO E THE END OF L I EXPECTED
DATES FOR ANCHOR WHEN SILT USABLE LIFE ANO TIE BARRIER STILL M NECESSARY
FENCE IS PROTECTING TIE FABRIC SHALL BE REPLACED PROMPTLY
CATCH BASIN 3 SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN
SEEDING 4 STONE OUTLETS SHALL BE PROVIDED AT ALL DEPOSITS REACH 05 FEET ANY SEDIMENT DEPOSITS
AMENDMENTS LOW LYING POINTS LOCATIONS OF STONE REMAINING IN PLACE AFTER TIE SILT FENCE IS
OUTLETS HAVE BEEN INDICATED AT MAJOR REMOVED SHALL BE DRESSED TO CONFORM TO ME
LOW LYING AREAS CONTRACTOR RESPONSIBLE EXISTING GRADE PREPARED AND SEEDED TOP OF BANK
FOR LOCATING AND WELL AS LO OUTLETS IN
Ti ESE AREAS AS WELL AS LOCAL LOW LYING
.rm.wn M ..usr ..am m.v w°'"'mrmiu d w•AxJ m•Ie`,twi m.w9a a,rma• nm' (+1 s++ • vva SPOTS
KEY IN EROSION CONTROL
5 ORANGE SAFETY FENCE IS REQUIRED AT BACK MATIINC O B BEFORD
m >wnR .nan. a.aa OF SILT FENCE (WITHIN 5 FE WHEN GRADING STONE OUTLETS _- TOP IN BANE FOR
IS ADJACENT G SWIM BUFFERS (REFER TO SILT FENCE KEY -IN NOTES DETAIL
SWIM BUFFER GUIDELINES KEY A ING 08 5 /31 ON SEE OETML
) PROPOSED 6/01 Y
CONTROL MATTING 0 B
SEDIMENT BANK F—� � w
BEYOND TOP OF BANK EXIST O <
CONTROL r 1 - b MIN FOR KEY -IN NOTES CHANNEL It N r
ST UNE AND DIMENSION SEE BOTTOM tlO7ES O
B MAX DETAIL 6/DI ONE ALL CHANNEL BANKS WIT1 EROSION O
C PERMANENT SEEDING SCHEDULE VARIABLE AS DIREC TED BY HE ENG NEER FL�_ 3 MAX CONR0. MATTING SEE DETAILS I Dt J fi DI
NOT FOR USE IN CHANNEL$ 2 PREPARE SOIL FOR SEEDING PER CONTRACT
DOCUMENTS
FOR LATE WINTER AND
EARLY SPRING Av0 >b I¢ /Krrc lo- o-lp rvnum r°°x' i0m V /ate i0 �°'L VY61O� MIN 12 -1 /2 GA STRUCTURAL } PLACE SEED & LIGHT MULCH _
twee w MIN 10 CA INTERMEDIATE STONE 4 INSTALL EROSION CONTROL MATTING OVER
KtL (awK�p rmm u /rcx[vpLt aaoo acx[ axc
LINE WIRES WIRES NOTES SEED & MULCH
Locxa (we0 - w u %r¢ Ncrrpev0 BAD¢ sET rrrNnr srvNwrt rear BE Usm As A Nura AxcroxiNC PLED STRUCTURAL STONE SHALE BE (CLASS B) mo r y
'M` fi,Mrmo„o„ 100E TO ECO D STONE FOR EROSION CONTROL PURPOSES EROSION CONTROL MATTING (CDR FIBER MATTING) o
°g
ruin Aomuaac s_s¢o r°r ^� A"°'uc" aam"mY' °`°'°c SEDIMENT CONTROL STONE SHALL BE NO 5 5 i ¢
GRADE OR NO 57 STONE EC3 NOT TO SCALE $ ¢ N
FOR SUMMER """ "" aPo rVacxE nrmN,M .�xcnwRU aNmorc
,,,,,,,� aND�o riaDN +o -to -ra BADUZ¢
U s�MUi s�iuwfnw r4aar Ip¢FJs
., A Aa,' � /AOm ,D� .om� /rortov�'":mr"a ;c sn xrua. smuun rear a usm rs A wrx aaroawc
FRONT VIEW
R. (KR WA .MLRn a. m unw 2 e Z
FOR FALL arternumm �, J wrAY smR u /.ax awrm anncuTwa IrNamNZ K POST W J
Roo u /rnL ro- ro-romruza DR ABRIC
mL (wrrx) �Rro rn/acnc .xo GEOTEXTLE FABRIC —SILT FENCE
is o¢ w _ �trpr /KiEmKrx er m xurciiznw.oKxr�vxAt ism As'Na iu�xu.r wroeuw a� O O ;
Im1>1uW6G 1 FILL SLOPE O H- Z
W Q_ U � v °v KnoxxhxsbelOW � W W O J uV_E K_ M ,¢,P) CBII before you dig o � � To rKDOM ¢ovu ucTax alt Ar0 OVER SILT FENCE W CL O 0
KN LTIY 07 CB1IUg1T6T IRT (J' O Y)
O
IAN008V®APYKM SFdNDAR03 p TEMPORARY SEEDING SCHEDULE BYENGINEER • < Z It
mwane Dx+lem DBENOm m NOT FOR USE IN CHANNELS 30 t 7 9 =
a.d.a.=wM.,.n.ra�m u.m.rmwNmv.um...lr)m+•oaev SIDE VIEW W Q W
M .„_� >� a , 98% DESIGN SUBMITTAL 0
.,R a�,Max�,,..1_ -1 .m �t � a SILT FENCE -NOT FOR
�1
MIN
SEEDING DETAILS EC3 NOT TO SCALE -b VIEW
Ec3 NOT TO SCALE FR °NT VI CONSTRUCTION- -
s 0 o 0
W W
AND DEWATER BEFORE REMOVAL OF THE IMPERVIOUS DIKE
DISCHARGE WHEN DEWATERING AREA ALL DIRTY WATER MUST BE PUMPED
HOSE THROU CH A SILT BAG REMOVE IMPERVIOUS DIKES PUMPS
EXISTING AND TEMPORARY FLEXIBLE HOSE /PIPING STARTING WIT TH
G H E
OR
GROUND DOWNSTREAM DINE FIRST
7 ONCE THE WORKING AREA IS COMPLETED REMOVE ALL RIP
SANDBAGS CLASS 1 RIP RAP
OTHER NON- ERODIBLE MATERIAL EOTE %TILE FABRIC
15 TO 20 RAP AND IMPERVIOUS DIKES AND STABILIZE DISTURBED AREAS
p
�I WITH SEED AND MULCH
STABI?EXISTING a ALL WORK IN CHANNEL MUST BE COMPLETED BEFORE
OU TAALL C REMOVING IMPERVIOUS DIKE
CREEK CROSSING - COFFER DAM
A S
OTEXTILE FABRIC
8 OF CLASS A STONE
SILT BAG PROFILE CHANNEL
r2_'� PUMP AROUND
r3`� IMPERVIOUS DIKE
LC3 NOT i0 SCALE EC3 NOT i0 SCALE g� g� /y g
B TEMPORARY SEEDING AND MULCHING R� 1= ��� 6r'_i1
FOR STREAM BANK STABILIZATION
M.® .M. ,, e i L_
GENERAL NOTES. DEC 1
1 USE SILT FENCE ONLY WHEN DRAINAGE AREA MAINTENANCE NOTES. C U 1 i� 1
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW
SEEDING McuosmMxcnmvASSVK>�NC 1 FILTER BARRIERS SHALL BE INSPECTED BY THE GEAR -LAND Q )Al
2 END OF SILT FENCE NEEDS TO BE TURNED UPHILL CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND �h
AT LEAST DAILY DURING PROLONGED RAINFALL ANY
3 FOR REPAIR OF SILT
REPAIRS NEEDED SHAH BE MADE IMMEDIATELY STORMATER P H
RM ^ '
FENCE FAILURES USE 2 SHOLILD THE FABRIC DECOMPOSE OR BECOME
SEEDING FOR 57 WASHED STONE USA NEFFLCTVE
LIFE PRIOR TO E THE END OF L I EXPECTED
DATES FOR ANCHOR WHEN SILT USABLE LIFE ANO TIE BARRIER STILL M NECESSARY
FENCE IS PROTECTING TIE FABRIC SHALL BE REPLACED PROMPTLY
CATCH BASIN 3 SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN
SEEDING 4 STONE OUTLETS SHALL BE PROVIDED AT ALL DEPOSITS REACH 05 FEET ANY SEDIMENT DEPOSITS
AMENDMENTS LOW LYING POINTS LOCATIONS OF STONE REMAINING IN PLACE AFTER TIE SILT FENCE IS
OUTLETS HAVE BEEN INDICATED AT MAJOR REMOVED SHALL BE DRESSED TO CONFORM TO ME
LOW LYING AREAS CONTRACTOR RESPONSIBLE EXISTING GRADE PREPARED AND SEEDED TOP OF BANK
FOR LOCATING AND WELL AS LO OUTLETS IN
Ti ESE AREAS AS WELL AS LOCAL LOW LYING
.rm.wn M ..usr ..am m.v w°'"'mrmiu d w•AxJ m•Ie`,twi m.w9a a,rma• nm' (+1 s++ • vva SPOTS
KEY IN EROSION CONTROL
5 ORANGE SAFETY FENCE IS REQUIRED AT BACK MATIINC O B BEFORD
m >wnR .nan. a.aa OF SILT FENCE (WITHIN 5 FE WHEN GRADING STONE OUTLETS _- TOP IN BANE FOR
IS ADJACENT G SWIM BUFFERS (REFER TO SILT FENCE KEY -IN NOTES DETAIL
SWIM BUFFER GUIDELINES KEY A ING 08 5 /31 ON SEE OETML
) PROPOSED 6/01 Y
CONTROL MATTING 0 B
SEDIMENT BANK F—� � w
BEYOND TOP OF BANK EXIST O <
CONTROL r 1 - b MIN FOR KEY -IN NOTES CHANNEL It N r
ST UNE AND DIMENSION SEE BOTTOM tlO7ES O
B MAX DETAIL 6/DI ONE ALL CHANNEL BANKS WIT1 EROSION O
C PERMANENT SEEDING SCHEDULE VARIABLE AS DIREC TED BY HE ENG NEER FL�_ 3 MAX CONR0. MATTING SEE DETAILS I Dt J fi DI
NOT FOR USE IN CHANNEL$ 2 PREPARE SOIL FOR SEEDING PER CONTRACT
DOCUMENTS
FOR LATE WINTER AND
EARLY SPRING Av0 >b I¢ /Krrc lo- o-lp rvnum r°°x' i0m V /ate i0 �°'L VY61O� MIN 12 -1 /2 GA STRUCTURAL } PLACE SEED & LIGHT MULCH _
twee w MIN 10 CA INTERMEDIATE STONE 4 INSTALL EROSION CONTROL MATTING OVER
KtL (awK�p rmm u /rcx[vpLt aaoo acx[ axc
LINE WIRES WIRES NOTES SEED & MULCH
Locxa (we0 - w u %r¢ Ncrrpev0 BAD¢ sET rrrNnr srvNwrt rear BE Usm As A Nura AxcroxiNC PLED STRUCTURAL STONE SHALE BE (CLASS B) mo r y
'M` fi,Mrmo„o„ 100E TO ECO D STONE FOR EROSION CONTROL PURPOSES EROSION CONTROL MATTING (CDR FIBER MATTING) o
°g
ruin Aomuaac s_s¢o r°r ^� A"°'uc" aam"mY' °`°'°c SEDIMENT CONTROL STONE SHALL BE NO 5 5 i ¢
GRADE OR NO 57 STONE EC3 NOT TO SCALE $ ¢ N
FOR SUMMER """ "" aPo rVacxE nrmN,M .�xcnwRU aNmorc
,,,,,,,� aND�o riaDN +o -to -ra BADUZ¢
U s�MUi s�iuwfnw r4aar Ip¢FJs
., A Aa,' � /AOm ,D� .om� /rortov�'":mr"a ;c sn xrua. smuun rear a usm rs A wrx aaroawc
FRONT VIEW
R. (KR WA .MLRn a. m unw 2 e Z
FOR FALL arternumm �, J wrAY smR u /.ax awrm anncuTwa IrNamNZ K POST W J
Roo u /rnL ro- ro-romruza DR ABRIC
mL (wrrx) �Rro rn/acnc .xo GEOTEXTLE FABRIC —SILT FENCE
is o¢ w _ �trpr /KiEmKrx er m xurciiznw.oKxr�vxAt ism As'Na iu�xu.r wroeuw a� O O ;
Im1>1uW6G 1 FILL SLOPE O H- Z
W Q_ U � v °v KnoxxhxsbelOW � W W O J uV_E K_ M ,¢,P) CBII before you dig o � � To rKDOM ¢ovu ucTax alt Ar0 OVER SILT FENCE W CL O 0
KN LTIY 07 CB1IUg1T6T IRT (J' O Y)
O
IAN008V®APYKM SFdNDAR03 p TEMPORARY SEEDING SCHEDULE BYENGINEER • < Z It
mwane Dx+lem DBENOm m NOT FOR USE IN CHANNELS 30 t 7 9 =
a.d.a.=wM.,.n.ra�m u.m.rmwNmv.um...lr)m+•oaev SIDE VIEW W Q W
M .„_� >� a , 98% DESIGN SUBMITTAL 0
.,R a�,Max�,,..1_ -1 .m �t � a SILT FENCE -NOT FOR
�1
MIN
SEEDING DETAILS EC3 NOT TO SCALE -b VIEW
Ec3 NOT TO SCALE FR °NT VI CONSTRUCTION- -
s 0 o 0
W W

\ « EROSION CONTROL LEGEND I
i Fool TRAFFIC ACCrc - —Loo Loo— LIMITS OF DISTURBANCE •
ONLY NO WEM T ■ ■ ■ SEDIMENT FENCE (SILT FENCE) e
ALL0 D
R R pS SEEDING (PERMANENT) e
f
OCOIR FIBER MATTING (EROSION CONTROL MATTING) e
CHECK DAM
TEMPORARY GRAVEL CONSTR a J --
` ENTRANCE/EXIT _
TREE PROTECTION e Z o z O
t t © INLET PROTECTION
@ 2 O c O
r l 00IjjI V
STAGING AREA N e o
STREAM BANK STABILIZATION °t@' 2 n
y
v�� � Y - - ✓ ff f >` i � IPS `' - TEMPORARY STREAM CROSSING
VY I 5,1
a a
l 1N i
a F\
/ /W
F�
/ /'s ✓\ \F sL y'^T� Yom' _ �r ^ ,�+: "` )1I `` /r /\u_ C��— SUE —� - _ }_- •-w ra>>
PS a\? 3u ,�� J� n -� sue t'
SEE �- - ®� ` ��.5 S or J sTREAN ° e ° SUE
/ F �, \ �C \
SUE-
TEN FN �r ^ xl / CROSSING '
PORAWWt \ / / -SOF _L_ _..` SUE- _ _ _
i �CHECK DA `GiF ~ E'a;, pf ciW `E, - - -E - E t5 r� E _ _PS C11 E .. a. r �. �.?-� -E- *_.�E "__ -LIE _ SEE ____
E \`�L! \.t PS d T SUE.. -✓ '-1-. °\..mss/ ^ s �t l SO E E {- `SDE. _ _ _ _ E
SUF ^
U6
SUE - S �uE'� suE
s� su ti... r
\ ( \ SU UE .. tail _ n. \ \v �pF i .eU6 �"'� / �' "__ - •• _
_E�- `-f.a^ ^�
-LO J s ;Ue > - -- - .�. -. I� » - =""= _ _ E
-E 1
at�,-`
SUE SUE 6U SUE
SOE -
"
soE
TEMPORARY STREAM^
CROSSING � / � � ^�a-� J x 60E� tSDE . i � e � e —� Z . i
E / LIMITS OF - " e / r .x . f \ \i �F ...�� / �✓ r i f' /" / �, - / - R I
_ DISTURBANCE / _ N \ S ` `�f LCD e-Le'� �a
g I\ I ei S
3 I TEMPORARY ROCK ' ��' r -
v CHECK DAM e
TEMPORAR`Fqq..,� -FUSE TEMPORARY GRAVEL e
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Jurisdictional Determination Request (and Supporting
Material)

jurisdictional Determination Request
US Army Corps
of Engineers.
Wilmington District
This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U S Army Corps of Engineers, Wilmington District (Corps) Please include all supporting
information, as described within each category, with your request You may submit your request
to the appropriate Corps Field Office (or project manager, if known) via mail, electronic marl, or
facsimile A current list of county assignments by Field Office and project manager can be
found on -line at. lillp / /�vww.saw, llsace anny roll /Missions /Rc yu� latoryPernritPro ram aspx , by
telephoning 910- 251 -4633, or by contacting any of the field offices listed below
ASHEVILLE REGULATORY FIELD OFFICE
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801 -5006
General Number (828) 271 -7980
Fax Number (828) 281 -8120
RALEIGH REGULATORY FIELD OFFICE
US Army Caps of Engmecis
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Numbei (919) 554 -4884
Fax Number (919) 562 -0421
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number (910) 251 -4610
Fax Number (252) 975 -1399
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number 910- 251 -4633
Fax Number (910) 251 -4025
Version- December 2013 Page 1

Jurisdictional Determination Request
INSTRUCTIONS
All requestors must complete Parts A, B, C, D, E and F
NOTE TO CONSULTANTS AND AGENCIES- If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part G
NOTE ON PART D — PROPERTY OWNER AUTHORIZATION• Please be aware that all JD
requests must include the current property owner authorization for the Corps to proceed with the
determination, which may include inspection of the property when necessary. This form must be
signed by the current property owner to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS Property owner authonzation/notification for JD
requests associated with North Carolina Department of Transportation (NCDOT) projects will be
conducted according to the current NCDOT/USACE protocols
NOTE TO USDA PROGRAM PARTICIPANTS A Corps approved or preliminary JD may not
be valid for the wetland conservation provisions of the Food Security Act of 1985 If you or
your tenant are USDA Program participants, or anticipate participation in USDA programs, you
should also request a certified wetland determination from the local office of the Natural
Resources Conservation Service, prior to starting work
Version December 2013 Page 2

jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address-
City, State,
County
Directions•
Vicinity of Meadowrndge Drive
Charlotte, North Carolina
Mecklenburg
See Figure 1 and 2
Parcel Index Number(s) (PIN) Multiple Parcels
B. REQUESTOR INFORMATION
Name
Mailing Address
Telephone Number
Electronic Mail Address'
Select one.
Isaac Hinson (CMSWS) / D David Homans (SBME)
600 East Fourth Street, Charlotte, NC 28202
704 - 336.4495 / 704 - 523 -4726
ihmson @charlottenc gov / dhomans @smeinc com
❑ I am the current property owner
❑ I am an Authorized Agent or Environmental Consultant
❑ Interested Buyer or Under Contract to Purchase
✓❑ Other, please explain
Mr Hinson is a representative of Charlotte - Mecklenburg Storm Water Services
(CMSWS) which owns the storm drainage easements throughout the project area
Mr Homans Is an authorized assistma environmental consultant
C. PROPERTY OWNER INFORMATION
Name
Mailing Address
Telephone Number
Electronic Mail Address
3
Charlotte - Mecklenburg Storm Water Services
600 East Fourth Stree
Charlotte, NC 28202
704 - 336 -4495
ihinson @charlottenc gov
❑ Proof of Ownership Attached (e g a copy of Deed, County GIS /Parcel/Tax Record data)
' if available
2 Must attach completed Agent Authorization Form
3 If available
Version- December 2013 Page 3

Jurisdictional Determination Request
D. PROPERTY OWNER CERTIFICATION'
I, the undersigned, a duly authorized owner of record of the property /properties identified herein,
do authorize representatives of the Wilmington District, U S Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on -site investigations
and issuing a determination associated with Waters of the U.S subject to Federal jurisdiction
under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899
Property Owner (please print) Date
Property Owner Signature
E. JURISDICTIONAL DETERMINATION TYPE
Select One
I am requesting that the Corps provide a preliminarX JD for the property identified herein
This request does include a delineation.
F] I am requesting that the Corps provide a prelimmaiy JD for the property identified herein
This request does NOT include a delineation
I am requesting that the Corps investigate the property /project area for the presence or
absence of WoUS5 and provide an approved JD for the property identified herein This
request does NOT include a request for a verified delineation
I am requesting that the Corps delineate the boundaries of all WoUS on a property /project
area and provide an qpproved JD (this may or may not include a survey plat)
❑ I am requesting that the Corps evaluate and approve a delineation of WoUS (conducted
by others) on a property /project area and provide an approved JD (may or may not
include a survey plat)
° For NCDOT requests following the current NCDOT /USACE protocols, skip to Part E
5 Waters of the United States
Version December 2013 Page 4

Jurisdictional Determination Request
F. ALL REQUESTS
aMap of Property or Project Area (attached) This Map must clearly depict the boundaries
of the area of evaluation
Size of Property or Project Area 23 Acres
acres
2. I verify that the property (or project) boundaries have recently been surveyed and marked
by a licensed land surveyor OR are otherwise clearly marked or distinguishable
G. JD REQUESTS FROM CONSULTANTS OR AGENCIES
(1) Preliminary JD Requests
✓❑ Completed and signed Preliminary Jurisdictional Determination Form
u Project Coordinates 35 095512° Latitude -80 848377° Longitude
Maps (no larger than 11x17) with Project Boundary Overlay
oLarge and small scale maps that depict, at minimum streets, intersections, towns
✓❑ Aerial Photography of the project area
❑
✓ USGS Topographic Map
❑ Soil Survey Map
Other Maps, as appropriate (e g National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
5 See Appendix A of this Form From Regulatory Guidance Letter No 08 -02, dated June 26, 2008
Version December 2013 Page 5

Jurisdictional Determination Request
Delineation Information (when applicable)?
Wetlands
Wetland Data Sheets$
Tributaries
❑ USACE Assessment Forms
✓❑ Upland Data Sheets ❑✓ Other Assessment Forms
(when appropriate)
❑ Landscape Photos, if taken
DField Sketch overlain on legible Map that includes
® All aquatic resources (for sites with multiple resources, label and identify)
m Locations of wetland data points and/or tributary assessment reaches
Locations of photo stations
Approximate acreage /linear footage of aquatic resources
(2) Approved JDs including Venfication of a Delineation
❑ Project Coordinates
Latitude Longitude
Maps (no larger than l 1x17) with Project Boundary Overlay
❑ Large and small scale maps that depict, at minimum streets, intersections, towns
❑ Aerial Photography of the project area
❑ USGS Topographic Map
❑ Soil Survey Map
Other Maps, as appropriate (e g National Wetland Inventory Map, Proposed Site Plan,
previous delineation maps)
7 1987 Manual Regional Supplements and Data forms can be found at
hnp / /www wace_a„wy rn,i /Missions /Civ Works i3 gulatrvPiopram -3,idPcLn�is /r
Wetland and Stream Assessment Methodologies can be found at
htin Ilnc,rtal w-denr t2r C document libi- r et and,
Litt iw „sar_e mrny rnii o t:4(- 50 /rlois /repulmtor /)uhh a.Logr C AM I rail i ; t f�Aanual 130119 taut
e Delineation information must include, at minimum, one wetland data sheet for each wetland /community type
Version December 2013 Page 6

Jurisdictional Determination Request
Delineation Information (when applicable)
Wetlands
Wetland Data Sheets
Tributaries
ElUSACE Assessment Forms
❑ Upland Data Sheets ❑ Other Assessment Forms
(when appropriate)
aLandscape Photos, if taken
❑ Field Sketch overlain on legible Map that includes
• All aquatic resources (for sites with multiple resources, label and identify)
• Locations of wetland data points and/or tributary assessment reaches
• Locations of photo stations
• Approximate acreage /linear footage of aquatic resources
Supporting Jurisdictional Information (for Approved JDs only)
❑ Approved Jurisdictional Determination Form(s) (also known as "Rapanos
Form(s)")
❑ Map(s) depicting the potential (or lack of potential) hydrologic connection(s),
adjacency, etc to navigable waters
Delineation information must include, at minimum, one wetland data sheet for each wetland /community type
Version Decembei 2013 Page 7

Jurisdictional Determination Request
I. REQUESTS FOR CORPS APPROVAL OF SURVEY PLAT
Prior to final production of a Plat, the Wilmington District recommends that the Land
Surveyor electronically submit a draft of a Survey Plat to the Corps project manager for
review
Due to storage limitations of our administrative records, the Corps requires that all hard -
copy submittals include at least one original Plat (to scale) that is no larger than 11 "x17"
(the use of match lines for larger tracts acceptable). Additional copies of a plat, including
those larger than 11 "x 17 ", may also be submitted for Corps signature as needed The
Corps also accepts electronic submittals of plats, such as those transmitted as a Portable
Document Format (PDF) file Upon verification, the Corps can electronically sign these
plats and return them via e-mail to the requestor
(1) PLATS SUBMITTED FOR APPROVAL
Must be sealed and signed by a licensed professional land surveyor
Must be to scale (all maps must include both a grapluc scale and a verbal scale)
F1 Must be legible
Must include a North Arrow, Scale(s), Title, Property Information
Must include a legible WoUS Delineation Table of distances and bearings /metes
and bounds /GPS coordinates of all surveyed delineation points
FMust clearly depict surveyed property or project boundaries
DMust clearly identify the known surveyed point(s) used as reference (e.g. property
corner, USGS monument)
When wetlands are depicted
• Must include acreage (or square footage) of wetland polygons
• Must identify each wetland polygon using an alphanumeric system
Version December 2013 Page 8

Jurisdictional Determination Request
When tributaries are depicted
• Must include either a surveyed, approximate centerline of tributary with
approximate width of tributary OR surveyed Ordinary High Water Marks
(OHWM) of tributary
• Must identify each tributary using an alphanumeric system
• Must include linear footage of tributaries and calculated area (using approximate
widths or surveyed OHWM)
• Must include name of tributary (based on the most recent USGS topographic
map) or, when no USGS name exists, identify as ` innamed tributary"
all depicted WoUS (wetland polygons and tributary lines) must intersect or tie -to
surveyed project/property boundaries
❑ Must include the location of wetland data points and/or tributary assessment
reaches
Must include, label accordingly, and depict acreage of all waters not currently
subject to the requirements of the CWA (e g "isolated wetlands ", "non-
jurisdictional waters ") NOTE An approved JD must be conducted in order to
make an official Corps determination that a particular waterbody or wetland is not
jurisdictional
F] Must include and survey all existing conveyances (pipes, culverts, etc ) that
transport WoUS
Version December 2013 Page 9

jurisdictional Determination Request
(2) CERTIFICATION LANGUAGE
nWhen the entire actual Jurisdictional Boundary is depicted
include the following Corps Certification language
"This certifies that this copy of this plat accurately depicts the boundary of the jurisdiction
of Section 404 of the Clean Water Act as determined by the undersigned on this date
Unless there is a change in the law or our published regulations, the determination of
Section 404 jurisdiction may be relied upon for a period not to exceed five (5) years from
this date. The undersigned completed this determination utilizing the appropriate Regional
Supplement to the 1987 U S Army Corps of Engineers Wetlands Delineation Manual "
Regulatory Official
Title
Date
USACE Action ID No
❑ When uplands may be present within a depicted Junsdictlonal Boundai y
include the following Corps Certification language
"This certifies that this copy of this plat identifies all areas of waters of the United States
regulated pursuant to Section 404 of the Clean Water Act as determined by the
undersigned on this date Unless there is change in the law or our published regulations,
this determination of Section 404 jurisdiction may be relied upon for a period not to exceed
five years from this date The undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U S Army Corps of Engineers Wetlands
Delineation Manual "
Regulatory Official
Title
Date
USACE Action ID No
Version December 2013 _ �� Page 10

Jurisdictional Determination Request
(3) GPS SURVEYS
For Surveys prepared using a Global Positioning System (GPS), the Survey must include
all of the above, as well as
be at sub -meter accuracy at each survey point
Dinclude an accuracy verification
One or more known points (property corner, monument) shall be located with the
GPS and cross - referenced with the existing traditional property survey (metes and
bounds)
❑ include a brief description of the GPS equipment utilized
Version December 2013 �� Page 11

ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): November 19, 2014
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Isaac Hinson (CMSWS)
600 East Fourth Street, Charlotte, NC 28202
C. DISTRICT OFFICE, FILE NAME, AND NUMBER'
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State. NC County /parish /borough Mecklenburg City Charlotte
Center coordinates of site (lat/long in degree decimal format)
Lat 35095512 °N, Long 80848377
Universal Transverse Mercator NA
Name of nearest waterbody McMullen Creek
amy
Identify (estimate) amount of waters in the review area
Non - wetland waters
2.685 linear feet 5-16 width (ft) and /or acres
Cowardin Class R4, R5
Stream Flow 1997 If Intermittent, 688 If Perennial
Wetlands 0 acres
Cowardin Class
Name of any water bodies on the site that have been identified as Section 10
waters
Tidal
Non -Tidal

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
❑ Office (Desk) Determination Date
✓❑ Field Determination Date(s) 11/4 &12/2014
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
where checked and requested, appropriately reference sources below):
W-1 Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant S &ME
❑✓ Data sheets prepared /submitted by or on behalf of the
app nt/consultant.
Office concurs with data sheets /delineation report
Office does not concur with data sheets /delineation report
❑ Data sheets prepared by the Corps
❑ Corps navigable waters' study
❑ U.S. Geological Survey Hydrologic Atlas
�❑ USGS NHD data
❑ USGS 8 and 12 digit HUC maps
❑✓ U S Geological Survey map(s) Cite scale & quad name weddington [NC) 124,000
❑ USDA Natural Resources Conservation Service Soil Survey
Citation
❑ National wetlands inventory map(s) Cite name
❑ State /Local wetland inventory map(s)
❑ FEMA/FIRM maps
❑ 100 -year Floodplain Elevation is
(National Geodectic Vertical Datum of 1929)
Photographs t'_! Aerial (Name & Date) Mecklenburg county, 2014 or
Other (Name & Date) S &ME Site Photographs, November 4&12,2014
❑ Previous determination(s) File no and date of response letter a
❑ Other information (please specify) NC owo stream identification Forms
2

1 The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time
2 In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre- construction notification" (PCN), or requests verification for a non - reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters, (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions, (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization, (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary, (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable, (6) accepting a permit authorization (e g , signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court, and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C F R Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C F R 331 5(a)(2)) If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable

This preliminary JD finds that there "maybe" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information-
IMPORTANT NOTE: The information recorded on this form has not
necessarily been verified by the Corps and should not be relied upon for
later iurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
4
11/24/2014
Signature a date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

Estimated Amount
Cowardin
of of Aquatic
Class of Aquatic
Feature
Latitude
Longitude
Class
Resource in the
Resource
Review Area
2,017 LF (688 LF
UT to MCMullen Creek
Perennial, 1,329 LF
Non - section 10 --
(Meadowridge Branch)
35 095303
-80 846236
R4, R5
intermittent)
non - wetland
UT to MCMullen Creek
Non - section 10 --
(AII Saints Branch)
135 095602
-80 8485251115
1668 LF
non- wetland

N.C. Division of Water Quality (DWQ) Stream Identification
Forms

NC Division of Water Quality — Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NC DWQ Stream Identification Form Version 4.11
Date 11/4/2014
Project/Site Meadowrldge Branch
Latitude 350953030
Evaluator D David Homans (S &ME)
County Mecklenburg
Longitude -80 8462360
Total Points:
Stream least 305
Stream Determination (circle one)
Other
is at intermittent
if a 19 or perennial if >- 30*
Perennial
e g Quad Name
A Geomorphology (Subtotal = 15 )
Absent
Weak
Moderate
Strong
1a Continuity of channel bed and bank
0
1 0
2 0
3 D
2 Sinuosity of channel along thalweg
0
1•
2
3
3 In- channel structure ex riffle -pool, step -pool,
ripple-pool sequence
0©
1 0
2©
3
4 Particle size of stream substrate
0©
1©
2 (F)
3
5 Active /relict floodplain
00
10
20
30
6 Depositional bars or benches
0
1
2
30
7 Recent alluvial deposits
0
1
2•
3
8 Headcuts
00
1
2
3
9 Grade control
00
0•
1 0
150
10 Natural valley
00
0
1 0
1 50
11 Second or greater order channel
i No = 0 •
Yes = 3
a artificial ditches are not rated, see discussions in manual
B Hvdroloqv (Subtotal= 95 )
12 Presence of Baseflow
00
1 0
20
3
13 Iron oxidizing bacteria
0
—TU
20
3 •
14 Leaf litter
150
10
050
0
15 Sediment on plants or debris
0
0 5 •
10
1 5
16 Organic debris lines or piles
0(_)
0 5(_)
10
1 5
17 Sod -based evidence of high water table?
No = 0
Yes = 3 •
C Blologv (Subtotal =
18 Fibrous roots in streambed
30
2 •
in
0
19 Rooted upland plants in streambed
3(,)
20
in
0
20 Macrobenthos (note diversity and abundance)
0
1 no
2Q
3
21 Aquatic Mollusks
00
10
2
30
22 Fish
0•
0 5
in
1 5
23 Crayfish
00
0 5
1
15(-)
24 Amphibians
00
050
10
1 5
25 Algae
0•
0 5a
10
1 5
26 Wetland plants in streambed
FACW = 0 75()OBL = 1 500ther = 0
*perennial streams may also be identified using other methods See p 35 of manual
Notes Channel is deeply incised
Sketch
41

NC Division of Water Quality — Methodology for Identification of Intermittent and
Perennial Streams and Their Oriqins v. 4.11
NC DWQ Stream Identification Form Version 4.11
Date 11/4/2014
Project/site All Saints Branch
Latitude 35 0956020
Evaluator D David Homans (S &ME)
county Mecklenburg
Longitude -80 8485250
Total Points,
Stream Determination (circle one)
Other
Stream is at least intermittent 265
ifz 19 or perennial if? 30*
Intermittent
e g Quad Name
A Geomorphology (Subtotal = 155 )
Absent
Weak
Moderate
Strong
1a Continuity of channel bed and bank
00—
1 0
2 0
3 Q
2 Sinuosity of channel along thalweg
0
1•
2
3
3 In- channel structure ex riffle -pool, step -pool,
ripple-pool se uence
00
1 0
2©
3
4 Particle size of stream substrate
0 ©
1 ®
2 ©
3
5 Active /relict floodplam
00
1•
20
30
6 Depositional bars or benches
0 m
1 0
2.
3
7 Recent alluvial deposits
0 n
1
2•
3
8 Headcuts
0
1
2
3
9 Grade control
00
0
1
150
10 Natural valley
00
0
1
150
11 Second or greater order channel
No = 0 •
Yes = 3
a artificial ditches are not rated, see discussions in manual
B Hydrology (Subtotal= 7 _)
12 Presence of Baseflow
00
i(F)
20
3
13 Iron oxidizing bacteria
0
1
2 •
3
14 Leaf litter
1
10
050
0
15 Sediment on plants or debris
0
050
1 Q
1 5
16 Organic debris lines or piles
00
050
1
1 5
17 Sod -based evidence of high water table?
No = 0
Yes = 3
C Blolow (Subtotal =
18 Fibrous roots in streambed
3n
2 •
1
0
19 Rooted upland plants in streambed
3
20
1
0 •
20 Macrobenthos (note diversity and abundance)
0 •
1
2Q
3
21 Aquatic Mollusks
0 •
10
2
3
22 Fish
0•
0 5
10
1 5
23 Crayfish
0•
0 5
10
1 5
24 Amphibians
0
050
10
1 5
25 Algae
00
050
10
1
1 5•
26 Wetland plants in streambed
0
FACW = 0 75QOBL = 1 500ther = 00
'perennial streams may also be identified using other methods See p 35 of manual
Notes Measured downstream of the culvert under All Saints Ln Lack of base flow maybe due to low groundwater due to low water levels in
McMullen ree
Sketch
41

NC Division of Water Quality — Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NC DWQ Stream Identification Form Version 4.11
Date 11/4/2014
Project/Site N J D 1
latitude 35 0953610
Evaluator D David Homans (S &ME)
county Mecklenburg
Longitude -80 8464830
Total Points:
Stream least 10
Stream Determination (circle one)
Other
is at intermittent
if? 19 or perennial if 2: 30•
Ephemeral
e g Quad Name
A Geomorphology (Subtotal = 7 )
Absent
Weak
Moderate
Strong
1a Continuity of channel bed and bank
0 •
1 0
20
30
2 Sinuosity of channel along thalweg
0 •
1
2 _
3
3 In- channel structure ex riffle -pool, step -pool,
ripple-pool sequence
0
1 ©
2 ®
3
4 Particle size of stream substrate
0 Q
1©
2 Q
3
5 Active /relict floodplain
00
10
20
3
6 Depositional bars or benches
0•
1
2
3
7 Recent alluvial deposits
06
1
2
3
8 Headcuts
00
1
2
3
9 Grade control
00
050
10
150
10 Natural valley
00
0
1 0
1 50
11 Second or greater order channel
No = 0 •
Yes = 3
a artificial ditches are not rated, see discussions in manual
B Hydrology (Subtotal= 2 )
12 Presence of Baseflow
0 0
10
20
3
13 Iron oxidizing bacteria
0 •
1
2
3(D
14 Leaf litter
1 .
10
0 5®
0
15 Sediment on plants or debris
00
050
1
1 5
16 Organic debris lines or piles
0
0 5•
1
1 5
17 Sod -based evidence of high water tables
No = 0 0
Yes = 3
C Blolow (Subtotal=
18 Fibrous roots in streambed
3(-)
20
1
00
19 Rooted upland plants in streambed
30
20
1
0 •
20 Macrobenthos (note diversity and abundance)
0 •
10
2Q
3
21 Aquatic Mollusks
0 •
1
20
3
22 Fish
0•
0 5
in
1 5
23 Crayfish
00
0 5
1
1 5
24 Amphibians
00
050
10
1 5
25 Algae
0•
0 5(_)
10
1 5
26 Wetland plants in streambed
FACW = 0 75QOBL = 1 500ther = 00
'perennial streams may also be identified using other methods See p 35 of manual
Notes Straight ditch connecting a culvert outfall to Meadowndge Branch
Sketch
41

Wetland Determination Data Form (Upland Form for DP1)

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/Site Meadowridge SDIP City /County Mecklenburg Sampling Date 11/12/2014
Applicant/Owner Charlotte- Mecklenburg Storm Water Services State NC Sampling Point DP1
Investigator(s) D David Homans Section, Township, Range Charlotte
Landform (hillslope, terrace, etc ) Upper Riparian Floodplain Local relief (concave, convex, none) none Slope ( %) 1
Subregion (LRR or MLRA) LRR P Lat 35 095512° Long -80 848377° Datum
Soil Map Unit Name Monacan loam NWI classification
Are climatic / hydrologic conditions on the site typical for this time of years Yes _F,/ !_ No =_ (If no, explain in Remarks)
Are Vegetation Sod or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes I i No [ 1
Are Vegetation Sod or Hydrology naturally problematic? (If needed, explain any answers in Remarks )
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, Important features, etc.
Hydrophytic Vegetation Present? Yes No
� �= Is the Sampled Area 1
Hydnc Sod Present? Yes i No within a Wetland? Yes 17 No I!
Wetland Hydrology Present? Yes_ No �_
Remarks
HYDROLOGY
Wetland Hydrology Indicators
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required, check all that apply)
_ Surface Soil Cracks (136)
Surface Water (Al)
_ True Aquatic Plants (614)
_ Sparsely Vegetated Concave Surface (138)
High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
_ Drainage Patterns (1310)
_ Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (1316)
Water Marks (61)
_ Presence of Reduced Iron (C4)
_ Dry- Season Water Table (C2)
Sediment Deposits (132)
_ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (83)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (64)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
Iron Deposits (135)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (67)
_ Shallow Agwtard (D3)
_ Water - Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
_ FAC- Neutral Test (D5)
Field Observations
Surface Water Present? Yes No
10( Depth (inches)
Water Table Present? Yes — N o
Depth (inches)
tt
�1
Saturation Present? Yes No
✓ Depth (inches)
Wetland Hydrology
Present? Yes No I
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available
Remarks
US Army Corps of Engineers Eastern Mountains and Piedmont —Version 2 0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point DP1
Remarks (Include photo numbers here or on a separate sheet )
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2 0
Absolute
Dominant Indicator
Dominance Test worksheet
Tree Stratum (Plot size 30' )
% Cover
Species? Status
Number of Dominant Species
1 Linodendron tulipifera
35
YES FACU
That Are OBL, FACW, or FAC 3 (A)
2 Liquidambar styraciflua
15
YES FAC
Total Number of Dominant
3 Ulmus alata
15
YES FACU
5
Species Across All Strata (B)
4 Acer rubrum
10
NO FAC
5 Carya glabra
5
NO FACU
Percent of Dominant Species 60
That Are OBL, FACW, or FAC (A/B)
6
Prevalence Index worksheet
7
Total % Cover of Multiply by
8
80
= Total Cover
OBL species x 1 =
Saolino /Shrub Stratum (Plot size 15'
)
FACW species x 2 =
1 Acer rubrum
20
YES FAC
FAC species x 3 =
2 Ulmus alata
5
NO FACU
FACU species x4=
3
UPL species x 5 =
4
Column Totals 0 (A) 0 (B)
5
Prevalence Index = B/A =
6
Hydrophytic Vegetation Indicators
7
1 - Rapid Test for Hydrophytic Vegetation
8
2 - Dominance Test is >50%
9
3 - Prevalence Index is s3 0'
10
4 - Morphological Adaptations' (Provide supporting
5'
25
= Total Cover
_
data in Remarks or on a separate sheet)
Herb Stratum (Plot size )
Problematic Hydrophytic Vegetation (Explain)
1 Lomcera japonica
20
YES FAC
—
2
'Indicators of hydnc soil and wetland hydrology must
3
be present, unless disturbed or problematic
4
Definitions of Four Vegetation Strata
5
Tree — Woody plants, excluding vines, 3 in (7 6 cm) or
6
more in diameter at breast height (DBH), regardless of
7
height
8
Sapling /Shrub — Woody plants, excluding vines, less
9
than 3 in DBH and greater than 3 28 ft (1 m) tall
10
Herb — All herbaceous (non- woody) plants, regardless
11
of size, and woody plants less than 3 28 ft tall
12
20
= Total Cover
Woody vine — All woody vines greater than 3 28 ft in
Woody Vine Stratum (Plot size 30'
)
height
1
2
3
4
Hydrophytic
5
Vegetation ( j
6
Present? Yes No �— 1
0
= Total Cover
Remarks (Include photo numbers here or on a separate sheet )
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2 0

SOIL
Sampling Point DP1
Profile Description (Describe to the depth needed to document the indicator or confirm the absence of indicators)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type Loc Texture Remarks
0 -3 10YR 3/4 100 fine sandy loam
3 -16+ 10YR 3/3 100
sandy clay
'Type C= Concentration, D= Depletion, RM= Reduced Matrix, MS= Masked Sand Grains 2Location PL =Pore Lining, M= Matrix
Hydric Soil Indicators
Indicators for Problematic Hydric Soils'
_ Hlstosol (Al)
_ Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
_ Histic Eplpedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
_ Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
_ Stratified Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Depleted Below Dark Surface (At 1)
_ Depleted Dark Surface (F7)
_ Very Shallow Dark Surface (TF12)
_ Thick Dark Surface (Al2)
_ Redox Depressions (F8)
_ Other (Explain in Remarks)
_ Sandy Mucky Mineral (S1) (LRR N,
_ Iron - Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ Umbric Surface (F13) (MLRA 136, 122)
3Indicators of hydrophytic vegetation and
_ Sandy Redox (S5)
_ Piedmont Floodplaln Soils (F19) (MLRA 148)
wetland hydrology must be present,
_ Stripped Matrix (S6)
Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic
Restrictive Layer (if observed)
Type
L-_J
Depth (inches)
Hydric
Soil Presents Yes
No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2 0