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1230 West Morehead Street Suite 214
Charlotte, NC 28208
704.343.0608 • fax [phone]
www.drgrp.com

May 13, 2004
Mr. DeWitt Whitten
Froehling and Robertson, Inc.
2505 Hutchison McDonald Road
Charlotte, NC 28269
Re: University Village at •UNCC
Job #: 164-001
DeWitt -
In response to your question regarding the driveway stream crossing at less than a 90
degree angle, local transportation requirements and the 35' SWIM buffer drove the
location of the driveway. The Charlotte Department of Transportation (CDOT) requires
that the driveway intersect the road at a 90 degree angle and that the driveway remain
perpendicular to the road through the 30' setback. The location of the 35' SWIM buffer
provided additional driveway location constraints. To ]peep the driveway out of the 35'
SWIM Buffer and meet the CDOT requirements, the driveway angle crosses the stream at
less than 90 degrees.
The existing sanitary sewer line must be realigned because of the location of proposed
roads and retaining walls. These proposed site items require additional fill on top of the
existing line that will exceed the maximum fill depths allowed on top of the sanitary
sewer pipe. The pipe relocation construction will create minimal stream disturbance and
immediately upon completion of the pipe installation, the stream will be restored to
original condition.
Please feel free to contact me if you need additional information.
Sincerely,
Lin Leslie
Design. Resource Group
Page 2 of 3
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Message-ID: <[e-mail]>
Date: Wed, 26 May 2004 12:02:20 -0400
From: Alan Johnson <[e-mail]>
Organization: NC DENR - Mooresville Regional Office
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To: [e-mail]
Subject: Chris Huysman
Content-Type: multipart/mixed;
boundary="--------07CA7B83643DF784ECDBC 10D"
I am still holding on to Skycroft and waiting for their revisions
Regarding the proposed commercial development (University Village),
Mecklenburg County (my observations based on site visit)
1) The impact below/adjacent to the old farm pond. The stream is
perennial and the impact is to be -110 ft, including rip rap. Can rip
rap be minimized?
2) Replacing/upgrading culvert at old road crossing adjacent/below main
thoroughfare. New impact is to be the addition of rip rap (- 30 ft).
Appears a natural "plunge" pool has occurred on the downstream end. Can
this remain or be improved, reducing the amount of proposed riprap. New
culvert will need to be buried.
3) Determination of stream that is/will be located under the proposed
commercial development. Based on observations, the stream is considered
intermittent. The channel was dry and some roots were observed in the
channel. Crayfish burrows were observed along the stream bank and
benches. However non were acutaily "observed".
It would appear that impacts to perennial channels is less than 150 ft,
based our the discussions at the site, but notification is still
required due to the total stream impacts exceeding 150 ft.
An approved stormwater management plan will be required.
Thanks
Alan J.
Alan Johnson - [e-mail]
Thursday, May 27, 2004 America Online: WNRINC
05/27/04 T131' 14:45 FAX [phone]
MHY-7-04 03:37 FM WN RC
I
N:tl
DEVELOPMENT PARTNERS
e2846530SO
l?
EON, nd end Natural Resource
IItante, Inc.
tlepartment of the Army
Wilmington District, Corps of Engineers
/kttn: Kern Jolly, Chief Regulatory Division
PO Box 1890
Wilmington, North Carolina, 284024890
-ond-
goo?
F.0_
f

o WET(ANDS1401 GR
Wp
NC bivislon of Water Quality
JUN d 2004
ilttn: John florrlcy
:321 Crabtree Blvd.
Paleigh, North Carolina, 27604-2260 WATER QUALITY SECTION
1, the current landowner of the property identlfled below, hereby authorize Wetland and Natural
itesource Consultants, Inc. to act on my behalf as my agent during the processing of permits to
impact Wetlands and Waters of the US rhot are regulated by the Glean Water Act and the Rivers
o nd Harbors Act.
Federal and State agents are authorized to be on said property when accompanied by Wetiand and
?Wurol Resource Consultants, Inc. staff.
1Vetlond and Natural Resource Consultants, Inc. is authorized to provide supplemental information
r seded for permit processing at the request of the Corps or DWQ.
property Owner of Record: ____Mark Beach CIO David Helfrich
Address: Forty-Nine Development, LLC
Address: 200 W. Unionville - Indian Trail Road
Address- Indian Trail, NC 28079
Phone Number: 70+4 8215599
Property Location: _Molla0Xr*ek Road Extention

Owners Signature:

Iwo:
newton Office Clyde Office
1-0 box 224 wrrlnc.com 217 ParoQon Parkway. # 142
Newton. NC 28658 Clyde. NC 28721
1123-465-3035 828-627.0051
1128-465-3050 Four 1 828-627-0052 Fox
Office Use Only: Form Version May 2002
A
USACE Action ID No. DWQ No. 0 4
? (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Mark Beach
Mailing Address: Forty Niner Development, LLC
200 W. Unionville-Indian Trail Road
Indian Trail. NC 28079
Telephone Number: 704 821 5599 Fax Number: 704 821 5599
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Chris Huysman
Company Affiliation: Wetland and Natural Resource Consultants. Inc
Mailing Address: PO Box 224
Newton, NC 28658
Telephone Number: 828 465 3035 Fax Number: 828 465 3050
E-mail Address:wnrincgaol.com
Ell. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information- to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: University Village at UNCC
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 05.1 Oil 14. 05 011 25, 051 332 10
4. Location
County: Mecklenburg Nearest Town: Harrisburg
Subdivision name (include phase/lot number): University Village at UNCC
Directions to site (include road numbers, landmarks, etc.): NC 49 north from Charlotte to
Mallard Creek Road Extention. Site on both sides of new road
5. Site coordinates, if available (UTM or Lat/Long):35 18'80" N and 80 4294" W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 28 acres
7. Nearest body of water (stream/river/sound/ocean/lake): UT Mallard Creek
8. River Basin: Catawba River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mapsl/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site has recently been bisected by a DOT road project.
Site is forested with perennial and intermittent streams, no regulated wetlands with a old
drained pond bottom. DWQ made stream determinations.
10. Describe the overall project in detail, including the type of equipment to be used:
The project entails the development of residential dwellings primarily for college students
Dozers, track-hoes and other equipment will be used during construction and to replace the
existing double culvert. The new 1ipe will allow for the passage of aquatic life and will
utilize existing plunge pools to the maximum extent possible. Rip rap will be restricted to
stream banks when possible
11. Explain the purpose of the proposed work:
The project will provide proximate college housing in a growing market.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
DWO stream determinations were made on 05/24/2004 see attached DWQ correspondence
USAGE has conducted site evaluations in 9/03
Sediment and Erosion Control plan being reviewed by local authority
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Watcrs of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written'description of the proposed impacts:
Impacts will result from the piping and filling of an unnamed urban channels RCP and boxes
will be placed on a washed stone bed. An intermittent channel will be piped for parking and
sub-surface detention
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplam"
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A
N/A
N/A
N/A
N/A
N/A
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
" 100-Year Iloodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local Iloodplain maps. Maps are available through the FFMA Map Service Center at 1-8tfn-358-0616, or
online at httlOwww, tcma.,ov.
List a wetland type that best describes wetland to be impacted (e.g., tiieshwaWr/saltwater mush, torestexd wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACr only).
List the total acreage (estimated) of all existing wetlands on the property: 0
Total area of wetland impact proposed: 0
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Im ct Perennial or
Intermittent?
(please specify)
Impact 1 and 2 pipe and rip rap 82 UT 3 perennial
Impact 3 rip rap 30 UT 4 perennial
Impact 4 pipe replacement 0 UT 4 perennial
Impact 5 and 6 sewer / rip rap 20 UT 2 Intermittent
Impact 7 pipe for road 86 UT 2 intermittent
impact 7 pipe for other 189 UT 2 intermittent
" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net losstgain),
stabilization activities (cement wall, rip-tap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
" Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.?Zov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www. mapquest. com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 407
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact

(acres) Name of Waterbody

(if applicable) Type of Waterbody
(lake, pond, estuary, sound,

bay, ocean, etc.)
N/A
N/A
N/A
N/A
N/A
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ® uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): excavation
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): stormwater
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Impacts are required to provide traffic flows for the developemnt plus required parking for the
development. Impact 6 and 7 for the road are needed because of DOT access issues and impact
7 above the road provides room for required subsurface detention and parking Minimal impact
to DWO perennial streams See also memo from Design Resource Groo.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr. state. nc. us/ncwetlands/strmgide. htmi.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
DWQ identified perennial stream impacts are limited to 112 linear feet See Email from Alan.
Site incorporates stormwater management facility in accordance with local requirements.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wEp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federaUstate) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone]" to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify N/A)?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 N/A 3 N/A
2 N/A 1.5 N/A
Total N/A N/A
Lone I extends out 3U teet perpendicular trom near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage. (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Stromwater plan is attached
XII. Sewage Disposal (required by DWQ)
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.
Existing municipal sewer will be extended to the project
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Weiland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application`?
Yes ® No ?
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
'WWtul
Applicant/AgenA Signature i Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name University Village at UNC-C c/o Forty Niner County Mecklenburg
Project Number 04 0904
Recvd From APP
Received Date 6/4/04
Project Type residential
Recvd By Region 6/9/2004
County2
Region Mooresville
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
39 Stream O Y O N 113-17-5 ??- 30,711. 1407.00 F_ ??--
F-F_OY ON r F- F_F_ F_ r- F_ II
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: # Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) 351837 Longitude (ddmmss) 804304
Comments:
Staff visited the site on May 25, 2004. The site is currently well forested with well defined perenial
streams. A "relic" pond is located on the property with wetland attributes, however it does not meet
the criteria The site is located in the rapidly developing area of NE Mecklenburg County, and is
situated along the both sides of the newly constructed Mallard Creek Rd. Extension (4 lane blvd.)
near its interseraion with Hwy 49.
The following impacts are proposed: 1) An existing culvert is to be replaced (-50 linear ft) with an
additional 30 ft of riprap- 2) A new road/stream crossing is to be constructed (-82 linear ft), and 3)
an intermittent stream is to be Rlped( 275 linear ft). " "New" perennial stream impacts are less than
150 linear ft.
cc: Regional Office
Central Office Page Number 1
Facility Name University Village at UNC-C c/o Forty Niner County Mecklenburg
Project Number 04 0904 Regional Contact: Alan Johnson
Date:
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2
1
Q ? c)?On
WETLANDS 1401 GROUP
-JUN 1 7 2004
WA" 'F? QUALITY SECTION
0 North Carolina Wildlife Resources Commission 0
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: John R. Dorney, Division of Water Quality
Dept. of Environment and Natural Resources
FROM: Ron Linville, Regional Coordinato
Habitat Conservation Program /
DATE: June 16, 2004
SUBJECT: Review of an NWP 39 Application by Forty Niner Development, LLC,
UT Mallard Creek, DWQ # 040904, Mecklenburg County
The applicant is requesting 401 Water Quality Certification from the North Carolina
Division of Water Quality. The NCWRC has reviewed information provided by the
applicant, and field biologists on our staff are familiar with habitat values of the project
area. These comments are provided in accordance with provisions of the Clean Water
Act of 1977 (33 U.S.C. 466 et. seq.) and the Fish and Wildlife Coordination Act (48 Stat.
401, as amended; 16 U.S.C. 661-667d).
The project will provide residential dwellings primarily for college students. Three (3)
impacts are proposed to 112 linear feet of perennial stream including a culvert
replacement. 295 linear feet of intermittent stream will be impacted for the development.
Portions of these stream impacts will be for parking lots. Cumulative impacts are
indicated to be 407 feet of channel. Our review of Natural Ileritage data indicates that
the Carolina creekshell (Villoas vaughniana, NCE & FSC) has been documented in
nearby watersheds. In addition, the Carolina darter (Ethostoma collis, NCSC & FSC) and
the Carolina fatmucket (Lampsilius radiata conspicua, NCT) have been documented in
nearby watersheds. Several listed plants are known for the general area.
We are concerned about cumulative and secondary impacts associated with urbanization
and subsequent indirect impacts to downstream aquatic environments that reduce
biodiversity and diminish water quality. In the Charlotte area, headwaters above the fifty
(50) acre SWIM buffer cutoff are routinely lost. Cumulative and secondary impact
information can be found at our website:
http://www.ncwildlife.or //pgO7cWildlifeSpeciesCon/pg7c3 impacts.pdf. The
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 2 7699-1 72 1
Telephone: [phone] ext. 281 • Fax: [phone]
J
University Village at UNCC 2 June 16, 2004
importance of protecting headwater streams and buffers has been documented at the
f.
following website: http://www.amrivers.orv,/docs/WhereRiversAreBorn.pd
The following recommendations are provided for your consideration:
1. Stormwater management should be provided to maintain post development
runoff rates at or near pre development conditions. If practicable, the project
should be reconfigured to avoid impacts through the use of on site Low
Impact Development (LID) opportunities. Low Impact Development (LID)
techniques are encouraged as they provide improved water quality and mimic
natural stream recharge processes. Information on LID practices and
measures can be found at www.lowimpactdevelopment.org.
2. If a stormwater pond is needed or required, we recommend the attached
planting schedule for the pond to offset terrestrial habitat losses in the area.
If this project is associated with the University of North Carolina at Charlotte, we
recommend that Dr. Randy Forsyth, professor at UNCC Geology Department be
contacted for further information about LID methodologies and site planning evaluations.
Thank you for the opportunity to review and comment on this project. If you have any
questions regarding these comments, please contact me at 336/769-9453.
Attachment: Piedmont Stormwater Pond and Mine Planting Recommendations
Cc: Allan Johnson, DWQ-MRO
Amanda Jones, COE
J
University Village at UNCC 3 June 16, 2004
Piedmont Stormwater Pond and Mine Planting Recommendations
instead of using the typical fescue grasses or exotic plant species, the following mixtures should
be considered for lower elevation stormwater ponds and mine sites:
Spring/Summer Mixture, May 1 - Sept. 15 Fall/Winter Mixture, Sept. 15 - April 30
Browntop millet 20 lbs/a Winter Wheat 120 lbs/a
Kobe lespedeza 20 lbs/a Kobe lespedeza 20 lbs/a
Shrub lespedeza 1 lb/a Shrub lespedeza 1 lb/a
Switchgrass* 5lb/a Switchgrass* 5lb/ac
Add to fall or spring plantings: `Tioga' Deertongue (Panicum clandestinum) at a rate of 7 lbs.
Pure Live Seeds (PLS) per acre.
* When possible on slopes less than 3:1 use Switchgrass instead of lespedezas and on slopes greater than
3:1 use Orchard Grass or Creeping Red Fescue. Other native species may be appropriate depending on
soil, slope, and region. Korean lespedeza may be appropriate in colder geophysical areas. We do not
recommend Sericea lespedeza. Native plants and warm season grasses are preferred over exotic plants.
Add one of the following to the above mixture:
Creeping Red Fescue 5 lbs/acre
Ladino Clover** 5 Ibs/acre
Atlantic Coastal Panic Grass 5 lbs/acre (PLS)
Alfalfa** 5 Ibs/acre (requires fertilizer containing Boron)
** Lime & fertilize disturbed areas according to NRCS soil test results and follow planting guidelines as
appropriate and necessary. Depending on elevation and region, other native species may be appropriate.
Note that mowing should be limited to late winter or early spring. Mowing should only occur as needed to
prevent unwanted tree growth on a 2-3 year schedule.
The provision of shade around impounded waters can significantly reduce thermal impacts. Trees
and shrubs (1 year bare root seedlings) should be planted randomly at a minimal rate of 100 trees
per acre on the top and upper portions of the structure and at a minimal rate of 150 per acre
around the normal water elevation and littoral shelf area. The following list of tree species may
assist in providing habitat benefits:
Loblolly Pine* Red Cedar Black Gum American Holly Dogwood
Hickory Sumac White Oak Willow Oak Red Maple**
Viburnum Green Ash Ironwood Black Cherry Persimmon
Water Oak Spice Bush Willow (sp) Serviceberry Red Oak
Swamp Chestnut Silky Dogwood
Other species may be utilized depending on site requirements and native plant availability. Pines* should
not exceed 15% of the reforestation. No more than 20% of the tree species will be of a single species. An
80% success rate is acceptable over five years. Large or fast growing trees like Sycamore and Maple**
may not be appropriate near detention facility dams. Note: Non-native plants included in this list are
routinely considered beneficial and/or agriculturally established non-natives. They have been included as
they are readily available commercially and they do not exhibit many of the negative attributes of other
non-natives that tend to spread or inhibit native plant propagation and survival.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Alan Johnson in the Mooresville Regional Office at 704-663-1699 or
Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely, ?A
Alan W. Klimek, P.E.
AJ/aj
Attachments
cc: Army Corps of Engineers, Asheville
Cyndi Karoly, Wetlands Unit
David Caldwell, Mecklenburg County, WQ
Chris Huysman, Wetland Natural Resources
Central Files
File Copy
OF W A T?'7 ?lA Michael F. to %IcN. Governor
\ V \\'illiam (i. Ross Jr.. Secretary
pG North Carolina Department of uvironmcnc and Natural Resources
Alan NN . Klinick. 1'.1 !.. Director
D1vlSion of \\'ntrr puxlih
j
DUQ
('oleen H Sullins, Depute Dirmlor
DAN Ision of \\ atcr Vuulity
July 7, 2004
DWQ# 04-0904
WETLANDS 1401 GROUP Mecklenburg County
Mr.Mark Beach JlJL 2004
49 Development, LLC
200 West Unionville-Indian Trail Rd. UVp ? F_k QUALITY
Indian Trail, NC 28079 SECTION
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Beach:
You have our approval, in accordance with the attached conditions and those listed below, to impact 132
linear feet (If) of perennial and 275 If of intermittent stream to Mallard Creek in order to construct the University
Village Development in Mecklenburg County, as described in your application received by the Division of
Water Quality (DWQ) on June 4, 2004. After reviewing your application, we have determined that this project
is covered by Water Quality General Certification Number 3402, which can be viewed on our web site at
httc? //h2o.enr.state.nc.usincwetlands. The General Certification allows you to use Nationwide Permit Number
39 once it is issued to you by the U.S. Army Corps of Engineers. Please note that you should get any other
federal, state or local permits before proceeding with your project, including those required by (but not limited
to) Sediment and Erosion Control, Non-Discharge, and Water Supply Watershed regulations.
The above noted Certification will expire when the associated 404 permits expire unless otherwise
specified in the General Certification. This approval is only valid for the purpose and design that you described
in your application. If you change your project, you must notify us in writing, and you may be required to send
us a new application for a new certification. If the property is sold, the new owner must be given a copy of the
Certification and approval letter; and is thereby responsible for complying with all conditions.
For this approval to be valid, you must follow the conditions listed in the attached Certification, as well as the
additional conditions listed below:
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and
waters or areas within 50 feet of all streams and ponds on the property. These mechanisms shall be put in
place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later). A sample
deed notification format can be downloaded from the 401/Wetlands Unit web site at
htto://r12o.enr.state. nc.usincwetlands.
2. The culverts required for this project shall be installed in such a manner that the original stream profiles are
not altered (i.e. the depth of the channel must not be reduced by a widening of the streambed). Existing
stream dimensions (including the pattern and profile) are to be maintained above and below locations of each
culvert. The culverts shall be designed and installed to allow for aquatic life movement as well as to prevent
head cutting of the streams. If any of the existing pipes are or become perched, the appropriate stream
grade shall be re-established or, if the pipes are installed in a perched manner, the pipes shall be removed
and re-installed correctly.
No r hCarolina 11FW7
Iyatura!!? t i?A
V-DE t+i=i
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
019) 713-1796 (nhnne) 919-737-6x97 (fax) (1111') h-,. r117 'Ink n. 1r. n. cati:nul)
3. Stormwater discharge points shall be constructed in a manner such that the potential receiving streams
the discharge) at the site will not be impacted due to sediment accumulations, scouring or erosion of the
stream banks.
4. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Preconstruction Notification application. All construction activitie
shall be performed so that no violations of state water quality standards, statutes, or rules occur.
5. Erosion and sediment control practices must utilize Best Management Practices (BMP) and be in full
compliance with all specifications governing the proper design, installation, and operation and maintena
such BMP in order to protect surface water standards:
a. The design, installation, operation, and maintenance of the sediment and erosion control meaSL
must be such that they equal, or exceed, the requirements specified in the most recent version
the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on
construction sites, borrow pit sites, and waste pile (spoil) projects, including contractor-owned o
leased borrow pits associated with the project.
b. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina Surf
Mining Manual.
c. The reclamation measures and implementation of these measures must be in accordance with 1
requirements of the Sedimentation Pollution Control Act.
6. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extei
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidabl
they shall be removed and the natural grade restored within six months of the date the Division of Land
Resources has released the project.
7. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of
Completion" form to the 401/Wetlands Unit of the NC Division of Water Quality. Please send photograp
upstream and downstream of each culvert site to document correct installation along with the Certificate;
Completion form.
8. Continuing Compliance. Mr. Mark Beach, 49 Development, LLC, shall conduct activities in a manner
consistent with state water quality standards (including any requirements for compliance with section X
of the Clean Water Act) and any other appropriate requirements of state and federal law. If DWQ deten
that such standards or laws are not being met (including the failure to sustain a designated or achieved
or that state or federal law is being violated, or that further conditions are necessary to assure complian
DWQ may reevaluate and modify this certification to include conditions appropriate to assure complianc
such standards and requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying the
certification, DWQ shall notify Mr. Mark Beach, 49 Development, LLC, and the US Army Corps of Engin
provide public notice in accordance with 15A NCAC 2H.0503, and provide opportunity for public hearinc
accordance with 15A NCAC 2H.0504. Any new or revised conditions shall be provided to Mr. Mark Bea
49 Development, LLC, in writing, shall be provided to the United States Army Corps of Engineers for
reference in any permit issued pursuant to Section 404 of the Clean Water Act, and shall also become
conditions of the 404 Permit for the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition
conforms to Chapter 1508 of the North Carolina General Statutes to the Office of Administrative Hearings, E
Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding ur
you ask for a hearing.
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name University Village at UNC-C c/o Forty Niner County Mecklenburg
Project Number 04 0904 County2
Recvd From APP Region Mooresville
Received Date 6/4/04 Recvd By Region 6/9/2004
Project Type residential
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
ME
Type Type Impact Score Index Prim. Supp. Basin Req. Req.

39 Stream
O Y OO N 13-17-5
F -c-I - 30,711. F- 407.00 _
132.00. 275.00

Mitigation Wetland
MitigationType Type Acres Feet
r
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? OQ Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y (0 N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) 351837 Longitude (ddmmss) 804304
Comments:
Staff visited the site on May 25, 2004. The site is currently well forested with well defined nerenial
streams. A "relic" pond is located on the property with wetland attributes, however it does not meet
the criteria. The site is located in the rapidly dping_area of NE Mecklenburg County, and is
situated along the both sties of the newly constructed Mallard Creek Rd_ Extension (4 lane blvd.)
near its intersection with Hwy 49.
The followingjmpacts are pro osed: 1) An existing culvert is to be replaced (-50 linear ft) with an
additional 30 ft of riprap, 2) A new road/stream crossing Os to be constructed (-82 linear ft), and 3)
an intermittent stream is to be pined (-275 linear ft). " "New" perennial stream impacts are less than
150 linear ft.
cc: Regional Off ice
Central Office Page Number 1
Facility Name University Village at UNC-C c/o Forty Niner County Mecklenburg
Project Number 04 0904 Regional Contact:
Date:
Comments (continued from page 1):
Alan Johnson
cc: Regional Office
Central Office Page Number 2
TRANSMITTAL
June 3, 2004
Mr. Chris Huysman
Wetland and Natural Resource Consultants,, Inc.
PO Box 224
Newton, NC 28658
Re: University Village at UNCC
Chris,
The University Village at UNCC is a 27.38 acre site with 7.83 acres of proposed
impervious area (28.6% of the total site area).
Although we are below 30% impervious area for the site, we have designed one retention
pond and (3) dry detention basins for storm water storage. To further manage stormwater,
there are various rain gardens located through out the site that are designed using Best
Management Practices.
In addition, per Charlotte-Mecklenburg ordinances, we are required to maintain a 35'
SWIM Huffer along the streams throughout the site. No grading is permitted within the
SWIM Buffer area to ensure protection of the stream. Our grading plan meets this
requirement.
Based on the City of Charlotte requirements, rip-rap protection designed from hydraulic
calculations must be provided to prevent downstream erosion. The impacts will be
minimized during eonswuction of the crossings.
If we can provide further information regarding the Stormwater plan, please contact me,
Sincerely,
Bryan E. Smith, PE
Design Resource Group
1230 West Morehead Street, Suite 214
Charlotte, NC 28208
ce group 704.343.0608 • tax 7.3093
wwwArgrw.drgrp.com
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- /i / li I J 1 ) 1 1 - +9 -a'Q• ~ - ..$R~TE_- ' ~ - ~ '1\ \ - ~ B-2 64 0.0100. 15 i Class III i DI.2A -.__..-----.,Ppe GB•2 CB•1 641.00 638:25 ~ I___._.~_._.. CB•1 91 0.0100 15 Class N pipe _
- , a~ _ - -660 ~ ~ ~ -~._-_..1 J ~ ~ CB•2 _ _ CB•1 FES 30 645.36 637,34 2 636.58
~ FES.30 -1~ -0,0200 24 gass III ~ _ 640 79 3 CB 1
` I _ _ : l_~_._--___._.____.._. . L~._..~.. 84186 \ \ - - ' DES 30 _ _ _..._636,3,9
/ / / / 1 I ~ &e 659 ~ - - ~ .FES 30 - _ _
_ - - _-CB•20 _ GB 18 664,10 860,E
~ Class. III i e 661.00 w r'te' x CB•20 C6~19__ -_71 _0.0558 ..---15-__...~_ _.____...._P_F.__._. DI~18A CB•18 .663.70_ i i e - 654.40.
' ' l , t \ _ baa - \ / ~ \ 1 111 - I ~ / ~ CB•18 82 0.050D 15 Class III p p CB•18 CB•16 660.48. 856,90
I i~ I CB•18 - . _C&1B~-_ 68- 0.0840 15 Classlllplpe~ 65890.. .18P` I - ~ I ~ , _ CB 16 CB•17 . 853 20;,. -649'-~-- __649._..:_:
, ao , - - - - / ~6~9, ,1 I I ! / / ,l~ I &1B_.. - C8~17 --~?i 0.0100 15 { ....Gass III p~ ~ CB 17 DN24 653:20 849.54 i6 636;33
- DE24 48 0,0050.. 34 ' gass111I»P8~_._ 637.08 -13 C8.17 ~ ~ _ ~ I 654.00 636.09 ~ 638.09
- 1 d ~ rM ! 638,33 II ie i 8
~ z ~ 1 \ ~ \ \ a 1 11 aql-8Nx8 1 \ / I i / ~ ti,. I Class I B-13 64Lb _ ~i i. I DI.24 __.D~31 .148 _M400050 24__.-._. ,__..._~..:.,......_.PP_~. i__._.___CB~1~t_.._._._
1 I.. CMP// ~ \\y\ \ 4 3Z \ , / /i J ~S~Ak. II /i? ~ ~ ` P9 I /i` l / ~ /''I ~i ~ CB•14 CB•13 103 0 0050 16 ..Class III pipe:., _ CB 15 CB•13 .644.47 _ .r - - - - - - - - -----1--- - - -
~ ~ I ~ GB•15 CB•13 21 0.O10Q ...-:..16._y~. _Class)Il pipes CBB~13 CB-11. ___l -..644_.47.._ .-637,92._. Via.. __s~,e 1230 West Morehead Street, Suite 214 I I l~ - ~ GCB=17 107 0.0050 15 ~ Class III pipe. _ I 64D.99 16 208 I ~ CB•13 Charlotte NC 28
/ ~s= y l ~ \ °20~~ sao it - - I I \ ~ - ~ . 1 r ~ III I ! I ! I L.._...-__~.~.-. - - ~I I , 58.3093
\ \ ~ ~ RIP RAP TOP ~F , - - _ _ ~ ~ / ' ~ _ \ I r` I .I ~ _ l 704.343.0608 fax 704.3 _ ~ _ CB•2'% GB-33 664.11 ' www.drgrp.com t, I ~ .M ~ t - - - _ -
I - - _ s III i e ~ CB•22 861,36 858.11 I I `I ~ CB•21 CB-33 _ l2 - _ 0.0319 15 .~.-.i Clas. ^ p p___ . ,----_CBy23-_ v_._..-. I
~ I I I i I I I CB•23 CB•22 26 0.0050 15 Class III pipe~J _ CB-22 _ CB•33 _ 861.36 &57.98 I , I _ - sDM~i -sB~z.oo 657.0 4 _ _ z?.~ 657~4g__._ • I~andeoa lirchiteatnre
I` I I B•33 56 0.0050 15 gass III pipe CB 33 I ~y I I CB 22 _ .-._....658.50 ~ 21 I I I\~I L.._.---- _
.r \ ~ ~ \ ~ 1 ~ V 1 CB•33 SDMH•34 68 0.0050 18 gass ape _ _ 657.00 1 I ~ CB•1'a SDMH•34 660.30 ~ I ~ , _ - - Orbs~n De
I ~ I I I .0050 i6 CIp=M SDMH~4_._ ~SDMH•36 :683.00_. __656.60 18 __868.25.__ i 1 1 I I CB•19 SDMIi-94 . 100 .0 _
- 1 ' \ \ \ \ 1 I I I I SDMI+35 52 0.0050. 18 Class A X1.16 33 ~ I I I F4 _ Si)hIIH•34 ~ SOM_H•3B DM38 882.25 856.89 _ 649.00. ~ ,
° / \ \ \ \ \ ~ ~ \ t ~ ~ ' / A'F~ ~ / - , 646 \ .u \ \ \\I I _ _ - - - - • ~i P~ ~l ~ _ _ _ _ I-- - I - - _ - i- . ~~~-38 0.0974-~ - 18 ~ Class III pipe _ DF38~___ Db31 848.80 845.30 _ 840.30Y...
I I SDMH 35 DE36 _ _ ................._._._,_w,_...._. - 26 840.30 836.80 36 .835.36 I I { r _ DE38 D4.31 X38 0.0921. 18 ),__Class III pipe__ DE31w,~ FES
SWIM BUFFER denotes /II ~ \ \ ~ ~ ii' ' i ~ / \ ab I \ I~ 1 1 1 1 I \ , I \ 1 I Area that rotects exle n I ~ ~ \ \ - - _ _ , I 1 1 I } I~ I _,_-------__.4..__ 635~5~ za •Land I ~ ES25 40 0.0100 24 ~ Class III pike _ I ~ DN31 F-- _ ,95
Branch ~ ~ y \ \ ~ , / I I . \ \ , ~ \ / , ~ - / . 6 i I 1~~ , III } I 1 I ..w_....w.._.~..._ _ ~ .FES 25 834 i ~ t - II I _ _
~`6 \ 111111 -20' Streom 51de Zone-Undisturbed Area , - ~ \ \ ~ ~ ` \ _ 30. _ _ ` ` , / A I g II 1 I ~ i._._ _.:.FES 25 _ .
-15 Upland Zone - ited Clearing per.-Cdde \ \ ~ ~ ~ _ 7- - - _ \ 1 ` ~ ` - - - - , ~ \~,~a ~ ~ _ ~ ~I / ~ 1 br ~ I ~ III I I
\ \ \ - ~ ~ 1R ~ \ a = N I
\ \ \ ~ ~ \ - - ~ fig' ~A \ I " r / / ~ I / / \ I ~ 1 I , / / / I \ \ \ 1 / / b I 1 ~ 1 I~
~ \ t-~ ~ 64p, ~~,R6'R,QP / .-.,I , A ab /III )1/1 ~ 1 I rr > III I ~ ~ Ir
` PO \ I /.III Irl I I I1 t ~ ~ ~ 9 ~ I ~ ~ ~l 1 I ) I ~ I~~
0. \ Il ~ 1
Z-- \ 1 I YI r , 65 .75 I I \ ~ I ~ \ ~ ~ ~ ~ ~ . I A . I \ \ 6a375 I ~I ll
~ \ ~ ` ~ tp' y, _ 1- \ \ \ AN -S , 1 I I I I r F~ 1 T / / / I lI I
~ \ ~I~1R \ \ 111 I I / CLLIBN~J~E I J I~ I \ \ `6$ \ \ \1 I I\ ~ 4 ~Ibr 1 I 1 i~ / / ~ / \ 1 / I 1 ~II I
' Y O~j. \ \ \ \ 1\\~_~\\ ' ! ~ \ \ J I / I ' ~ 241 I to ~ - \ \ \ \ \ - 11 r I• ! / ~ /FFE J I I III
~ \ \ 111 ~f' 1 / I ~ P001\ } 65273 ~ 1 Iil I ) _ \ I 1 ~ ~ l Zi - I I 11 ~ I
_ \ \ ! 655. i\ \ 1 I ~ J I l 1 Z 1 _ \ ` \ \ \ fl 1 1 I I I I I \ ~ \ ~ \ \ \ \ \ \ I I I I 2 adr / / / / \ \ \ 1 S I r ug I ~ I f ZZI' t
- \ \ \ \ \ \ \ I~ I attir S. \ I I J I I 1 1 P I ~ \ \ \ \ ~ / / ~ \ I i I I 1 I I I it \ I~ I I
~6 \ \ \ 1 IICp i 64' \ I I I I \
,\~J \ \ 1 I 1 11111 1 I I- / \ I I I I I I~
~ \ 1 1 \ \ I I / ! / / t 1' \ III I I
_ \ \ 11 I1 I\ ' \ \ \ 1 1 1 f 1 1 ~ ~ ~ \ \ ~\i \ \ \ l ~ i i
` \ ,\I I 1 \/K\ \ \ \ \ r I I I 14AI I DI A J \ ~ C N.C. Dept, - - - _ ~ \ \ \cA~ \ \ \ . ~ \ \ \ \ \ I I I I s6 I \ ~ C
of Transportotlon \ \ \ \ \ \ \ \ 1 / I J J I I 001 I ~ \ : - I '2 N ? ~
DB 11116 / PG III \ \ \ } \__\1 rJ-~ / 1 1 1 I 4' i ATt~ ~ \ \ s6 ' T 051-011-01 6~0 \ \ \ \ 1 1 \\I 1 / I I 1 I I \ \ ~ , AX ID ~ ~ ~ \ \ \ \ 1\ 1 \ A ) I \ \ 1 \ \ nv6aa6o `1111III II'/I~/
ZONING INST. . \ \ \ \ \ \ \ \ I / ~ _ _ \ \ ~ \ \ 1 \ 1 -`6b(7,0 bl 1 \ I ~ 4~\`; e.NV~6aabo` C A /i _ ~ R~ r ~
USES VACANT \ \ \ \ \ \ = - - - ~ 1 ~ \ \ I 1 DI I - ~ \ / / ! \\\Ti6 \~~Tib ~ ~ 1 p•~,,
\ \ \ \ 1 1 ~ 1 1 / I I I GRA I 1 / ! I ~ \ N 1. ~ Q: 0 ~ it ~ w
~y ~ = SEA VE I 0220 9
-_------1- . 664 662 1 ~ l \ - Pk R/W Limit 'ice' - 66s \ 1 ~ ~ 0
~ ~ - ~
----~====-Wit'-'='=_=_= - 2~---- _ - _ - _ - i~ 9N ~
- . ii E. S NORTN ~~~i~ii »~ti~~ III
allay ~ t - d Jr - eek I _
...-~..-s.,_-. - - - - iER _ - --'7-
~ -I_ - ~ ~ CB 100 P,/W (MIN) I 1 , o - _ ~ Scale: I"° 60' CB 1
' ti ~ E~ 'S 45'14'21" (SR 2833) ~ AUGUST li, 2003 Date.

i _ - - - - - - _ _ _ _ - - s - - - , ~ - _ EX fig. Pro'ect No.. Ib4-001 J
R W Limit ~ _----;~6;9~~---- ~ - _ - Revisions;
/ 4 PER 1v~.Tl-FAtuIILY REVIEW 0 3112 0
Doroth T, Masse \ \ \ ~ / / i r I 1 - ~ - _ - ~ , _ = ~ ~ ~ ~ \ 3 ,3 Y Y 1 \ \ \ \ \ r / 1 1 ~ I 1111 I / ' ~ ~ \ ~ \ \ ~ 3~.3p'
6487 / 372 \ \ \ \ t\ \ \ / , I I III 1 I I 1 /l \ ; , .-S s
ZONMJG~ INST, J I I 1 1 1 \ \ \ I I ~ ~ ~ i I / ~ \ ~ , \ ~ ~ ~ I ~ . .r.(1 I -
of
Sheet %woo
Gi\SDsiC,r 'GJ\164 -001\dw9\SEl,dwg 3/15/2004 1013553 AM EST

' PIPE CHART 'E CHAR NORM DRAINAGE STRUCTURE CHART _I
_ -Len th Sloped Ppe _:I_._ - -
. r_... ~.F~om - 9 _ _ _ i ~ - From - 7o Grate Inv. In _ _ Inv Out _
I~.. n _ _70 4ft~ S {ittft) Size Comments _ _ _ CB-76 CB-_7T _686.00. _682.75
. ~ CB:76 CI `6 CB•77 ~113y~µ 0.005 i 15 I Class 111 pipe - i CB-77 DI-39 686.06 682;19 681.99 -
d" I \ Universit ~.IUb CB-77 C ,I \ I X 1 1 I \ I I I r \ y f \I ~ I~ 1 I I l I 7 DI-39 8D 0 005_ 15 u _Class III pipe
1 \ I I I \~I I I I a\ •l I 1 DI-.39 - DE 1 I I I I I\ I 1 1 1 \ , I ~ I A artments of DET#5 ~ 39 ~-0,008 `~18 Class 111 i e - Da39 DET#5 686.50 681.59 681.29 0 _ - ~ . P P _ F-~ ...__._T..~..._....
\ 1 III I _ p ~ / y I I I\I I r - - r
I , I ~ I I I `1 ~ Charlotte LLC r__ _ w~._-.. I _ _
\1 \t~\ I~ ~j I I 1 1 ! 1 ?6b \ 1 ~ ~ . ~ OF~SITE DA~3 1 - - - _ _ _ d+ I)A~K3 HW 37 - OFFSITE DA#3 HW 37 _ _
\ • \ III 1 I ! ! ~ ~ 9398 / 66 _ x ,\I ~I I~I I I ~ \ ,Jl HW37 C D 38 681. q ~ 37 Df 38 189 0.0534 48~Class III pipe HW 37 I ~ ~
\ , \\\1 III , ` , _ I ~ 1 DE?~5~ C - - - - - - - E--I p ~5~" DI-38. 43 0.010 ` 15 Class III pipe DET #5 DI-38 687.00 670.91 ~ O ~
1 I y ~ \ / / ~ NIN -I '1 ! ZO G ~ R 2 MF (CD) I \ 1 \ ~ III I I I I I ! e \ \ / DI-38 SC~1 - W Class III I e DI-38+ `SDMH #55 681,50 671.41 37 R' N B SDMH #55 169 0.033 X48 ~ p p _ Q
I I~ 1 1 i d / \ , 1 1 I II I ~ USE' APARTMENT 677.39 ..1
t N~ \ , ,I 1 I I I d~ / \ i \ \ / - N 1 1 Is / I 111 I ~I I / I ` r \ \ / / v. ~ CB-73 - C '3 CB-43 102 0.0440. 15 Class III pipe- CB-73 ~ _ ~C8~43~~ 685.16 ~ ~ y ~ 681.60 ~
- III 111 f / 1 I ; \ \ \ I 1 \ C8.43__ - ~..C I 1 t \ \ \ ~ ~I \ - 13 CB-44 88 _ ..0.035 15 _ Class lli pipe C8 43 CB'44 68190 _677.11 876.91 Z _ _ - - - - - - - - - - - - ~ H
~ .III 1 I s~! ~ \ 1 I \ a l\ ~ i CB-44 C h ~ !IW 1 I I \p. \ - _ s I e _ _ 6.9.71_ - 674.53 - 674.33- 44 DI.49 77 0.0577 15 Cias ll pip- CB•44 DI-49 7
~ /~I o I I1 1 s CB ~,[rn, \ DI-49 G 1 ~I Iq I N I ! Y ! I \ \ \ ~ \ ~ \ / \ ~P \ \ \ 0.009 18 Class III i e DI-49 CB-42 ~ 613.30 669.89 669.64 ~ O 9 CB-42 71 p p
I I I ! GRA r \ \ \ 1 DI-4DA C'. i I ~ ~ ~ I \ ! / / 74.25 \ ` \ / I ~ / / 6 \ ~A CB-40 ~ 52 0.026 15 Class III i e ' ~_,_,___P P__,, _ DI-40A CB 40 681.08 677.80 w i0 CB-41 36 0.010 15 ' Class Ill pipe CB-40 CB•41 679.70 .676.45. 676.25 A U
(~i I ~ _ I I i i 1 I b \ _ _ _ z - .027 15 Gass N i e ~~_"9 _ 675.89~~ ~ ~ i1 CB-42 248 0 __P P_._._. CB-41 CB-42 678.75 675.8 _ _ 'x
l dl, III I 1 I r ~ 1 \ of \ \ / CB 1 - Ill1 ,r! ,I 111 1 } 1 v . V / E I / I / I 1 I 1 I I z, \ a \ \ ` \ \ CB-42 - - C. i CB-45 111 0.0285 18 Class III pipe 69.04 41 668.25 I F 2 I_.____ CB 4Z CB 45 673.40 6
/ / W I I a \ \ 'r0' P ` I / I l ~ 1 \ \ \ / --669.00 - •.-49-- F~--I _ - - - O
I / / / / i I 1 \ ~ 1 \ ~ / 2 ~ ~ YI.48 YI 8 - YI-48A 58 ` 0.010 ~ 15 Class III'pipe Y~48 YF48A ' 669.25 _ 665.75 Z
- I~ I I \ 1 \ \ / / A : CB X45 70 0,005 15 Class Ill pipe CB -45 669:00 665.17 664,9 YMBA
I ^ I 1 I \ \ ~ \ \ \ l ` / r \ GB-48 G I I , I \ I I . L I I 2 -18 \ \ \ \ / ~ / \ - .031 24Gass IV' i e - - - W a 15~ CB-46 _ 142 0 P P~_ CB-45 CB-46 .669,00- 664,62 48A X3.87 O
665,09 42 z R
~ I I \ cea6 c CB-53 72 0.005 24 Class III I e ~ _____.-~_p P..____ CB-46 CB-53 663,50 659.50 659,50 ~ E+
I!IlI ~u \ I YI.47 C 6d~\ \ \ \ i 1 CB-53 53 0.02D 15 I Class Ilipipe - ~ - _____r_. YI-47 CB-53 666.75 662.00
I ~ I \ 2 ~ 1 ~ GB-53 M 1 \ \ \ 0 \ / \ \ \ \ _ I / i3 HW 78 15 0.03 Z4 Class III i e - H H p P--- 78 665.00 659.14 ~ 46 659,14 ~
1 1111 I 1 \ ~ 0 4, ~ \ \ \ ~ ~ \ - I I I I I I ~ ~ \ \ \ \ \ \ \ \ \ \ \ ~ 1-~.... i 660.42 47 O q
I I 4 ~RCI~ ~ \ \ \ ` I HW 78 \ III I i \ \ \ \ \ ~ \ \ \ ~'`•r ~ I _ 1 i - ~ O 8 659A0 Z HW 78
III I I \ \ \ \ ~ \ \ \ I i0 CB-51 182 0,0354 15 Class III pipe x N CB-50 CB-51 681,67 676,70 i1 CB-52 115. 0.0497 15 Class III pipe ~ U
T__ CB-51 CB-52 674.25 670:26 670,01 .-.._.w i2 HW 79 12 0.0100 18 Class Ill pipe -
/ \ 4 .2 \ \ / ~s~ \ /2 \ \ I ~ HW 79 CB-52 HW 79 669,30 664.29 659,12 19 _ _ _ _
..__.__,_._.~.L,._...._...__._.~ _ 659.00 HW 7
0
p~ \ \ 6 ~ ~ \ \ \ a n a 66 ~ \ y~ \ \ \ \ .a-~'
\ ` \ \ ~ ~ w
/ ~ i 111 \ \ ` \ J \ \ ' 98r $b~0 ? ~ \ \ \ \ \ \ \ i' / /
~ \ / _ \ 4 / / ,C
\ k / \ \ \ \ \ C,8 X43 \ ~ / / \
- - - - ~ ~ ~ o \ \ ~ ~ \ \ \ s / PJ \ 1 V William W. Waters
- \ a ~ 6 1 \ ~ /
5396 / 8~I
E 24" AtE-- _ \ \R \ \ \ \ \ \ ATE= \ / / - \ ~ \ J \ ~ ~ ~ ( 1 / I AR
/ ZONING R-I?_ MF (CD) _ _ rou ie ur
1 _ ~ ~IIW'~37 / / , Lan th Slo e_...._ P._P_..__. USA VACANT From To ft 3 ftlft Size Comments. .
~ ~^t!~^ 876 1 \ \ ~ \ l / i i/ i~ i _...5_ - - Y11-83-~ CB-70~~ 33 0.0050 8 HDPE 30 West Morehead Street Suite 214 12 _ Charlotte, NC 28208
1 \ \ GRATE= / / / / / , ' CB-70 CB-69 143 0.0524 15 Class IY pipe / / ,
i / , . / / CB-69 CB-61 69 0.0475 15 Class IYpiQe _ 704.343.0606 foz 704.358.3093 . _._....._._.l_ _ .
~ ~ _ _ www.drgrp.com
~ ~ ' - ~ YI•.65 _.T DCB-66._ ~T46' ~ 0,0100 B HDPE
\ \ W \ ~ \ S7~ \ / \ / 9 0.0683 15 Class IY i e • , ~ - DCB-66 CB-67 12 P R LandSa~ ~PBldt!!lh~r6 / /
/ / ' ~ ~ ~ ~ , CB-67 CB-63 184 0.0326 15 Class III pipe
/ / / ~ D48t 08.62 100 0.0100 15 -Class-III pipe -_i
~ _ I / / ~ / ~ / i i / ~CB-63 ~ CB•8Z : 114 0.0050. 24-----_ .----Class I Pipe / / r i / i 0 CB-61 37 0.0100.. 8
/ , r r , i Y~i / l i r r ~ YI-59 CB-61 30 A.0100 8 HDPE •~i fn
~ ~ ~ ~ rr 0.0141 13 Class IN ' ~ , ~ ~ ~ CB-61 CB-62 92
_ _ ~p° ~ ' r ~ r ~ ~ - - -
~ Lind PI
~ r ~ ~ ~ ' r / r , , ~ ~ CB-62 FES #74 8__ 0.0200 24 pats U ipe
1 '1 \ \ \ ~ \ ~ ~ ~ ~ / / / I ~
\ ~ \ 1 I 1 \ \ \ \ \ STORM~I .J / ~ ,F~ ~ ~ ~ l ~ -
~ \ / 1 I I 1 1 1 \ ~ ~ ~ \ ~ \ ~ ~ r\` \ T . ~ Uq / I 1 6g I 1 ~ ! 1 ~ / i~ r r~ I r ~ YI.57A CB57 J 22-' 0.01.00 ~ 8 HDPE _
~ , I 1 I 1 1 1 \ ~ \ \ \ YI X57 ~ ~ 1 ~ TAE ~ k _ I / a I ~ ~ I r/ ~ I 1 ~ ~ _ 50 15 Class la ' a I o r C8.57 SDMH -71 98~L 0.00 pipe .
I ~ ~ a I I CB - 68 100 0.0050 15 Class IY 'pe v r t SDMH -71 _ _ _ - ~ p I I t / ~ CB-88A ~ ~ 98 ~ 0.0100 15 ~r Class IY ipe -
\ 1 I I I \ \ ~ ? \ ~ \ ~ ~7 - \ \ v m ~ 1 I I CB-68 P
~ ~ \ \ \ \ \ \ \ S~ W ~ I / ti a m I I I ~ ~ ~ C8-68A HW -72 10 0.0200. 15 Class IY pipe a I I ~ I ^ ~ Class III i e
\ \ \ \ N9PE \ 6864 ~ . \ 1 1 ti~ I I` ' I s os' 1 1 ~
I~1,C Dent, \ , ~ , \ f g ~ ~ Q ~ r ' Exist CB CB -55A 46 -0 0543_ _24 - _
of Trans ortat~on \ \ \ ~ . \ \ < r ~ \ ` ~ ` 1 I ~ ~ CB 55A - SDM X55 19 0.0300 ~ 24 ~ Class III pipe ~ ~ ~ ~ . ~ ~ ~ H _ _ - -
\ \ ~ \ \ 1 \ I ~ \ \ \ ~ ~ ~ ~ SDMH-55 HW,~i6 B6 0.005Q 54 Class III ipe
\ 11111 \ \ \ \ \'~,a \ ' ~ ` 1 '~2Cp\`\ ~ \ - / \ \ \ 11116 /III \ 11 „ , \ \ \ T ~ ~ 1 ~ ~ / r o` +
~ , r / r ' _ HWa6 Gass III pipe-______
~ - 1-
\ ~ \ ~ \ \ \ \ ~I ~ ~ ~ e~~,.\ J~ _ .183• ~ ' \ . ..pppp ~;,~oo.b1 R D AINA R AR
\ / ~ ~
/ ~ ` ~ 4~ from To Grate Inv, In Inv. Out ~ ` ` ~ o _ _ 6.00 686.30
\ \ ` \ \ ~ i \ ~ I 6 ~ \ \ r \ I \ \ \ ` I \ \ . ~ ~ / a, ~~CB-70 CB-69 689:14 _ .686.14 685.14_
\ ~ \ \ ~ ~ \ 1 •\g \ ' ~ ~ - I p . oQ.\ CB-69 CB-61 .881.65. 676.98 _ 676.78__._
\ \ \ ~ \ I I \ \ \ ~ 1 \ I
\ \ \ ~ 1\ i ~ I \ \ ~ ~ ~ , ~ ; YI.65~ DCB-66 682.95 fi80.28
\ 1 1 \ / \ \ \ \ \ 1 ~ \ 1 1 1 1 1 \ 1 \ \ \ ~ \ SWIM BUFFER denotes \ \ \ 1 1 I 6 \ \ \1 \\1 a61 1 a \ \ \ \ DCB-66~ CB-61 684.00 _ 679.82 679.24
\ \ \ \ \ I ~ 1 1 \ \ ` Area that protects exleting \ \ \ 1 I \ \ \ \ \ 1 11 ' I' ~ I ~ ~ A \ \ \ \ I ~ ~ _ CB-fi7 ~ CB-63 ~ 678.00 674.32 ~ -613.82 T ~tilll l I i lllll
Branch \ \ \ /1 1 \ \ \ ~ \ \ I 1 1 \ \ br ~ \ 1 \ t\.`~ \ I 1~~ DI.64 CB-62 876.75 _ 673.25 CAR
-20' Siraam Side Zone-Undleturbed Areo \ 1 \ I / 1 I \ \ \ \ \ \ 1 I b' I a I \ I \ \ ~ \ \ ` ` \ \ -15 U land Zone - Limited Clearing par Code ~ 1 I I ~ ~ 1 1- \ \ \ ' 1 \ ~ ~ ~ ~ \ I l ?b \ ~ \ 6 \ ~ ~ ~ ~ I I ~ - 672.00 -~^667.82 667.32 ~ SS• ~i p, ' .>2
, I ~ \ \ \\1 1 \ \ r _ Y4~60 w~ CB-61 676.80 674.00 ~ %
\ \ \ J• \ \ ' \ \ \ ~ \ \ \ ~ 1 ~ \ ~ a'\ ` `s~Q\ \ \ \ y \ \ \ \ 11 ~l \ \ 33 8 \ ~ ~ \ \ \ 'Pp \1. N B ~ 1 4 ~ \ \ \ Yl•59--_~ ~ ~ CB-61 ^678:80. _ .674.00 _
\ \ qS X62 \ e; \ \ x ~ \ \ \ ~ ~ a,1 \ / \ 1 ~ ` ~ ~ I 6 8.00 ~ 673.63 60 673.30 OZ200~j . ~ ~ a ~ ` ~ - 673;70 59 %
\ \ \ \ \ \ \ I-IW'~!4 GRATE- \ \ 1 \ 1
1(' I \ 676.00 1 \ \ / 1 \ 1 \ \ \ \ .l / 1 1 \ \ ~ .0 /6 ! ~ I l ~ ~ ` ~ ~ , 1~.-....._.:.~ iii 1 ~ i ` ` ~ ~ CB-62 FES #74 678.00 666:75 63 r" 666.16 qN ~
\ \ \ \ ~ II r 1 ~ 1 I \ \ 1 1 /1 ~ 1 ~ \ \ \ \ 11 a P~ \ / ~~'I I ~ ~ ~ ~ ill NORTH
I ~ ` 672,01 61 /111111111 ` I ~ \ I\ 1-------- - 672:,03 64
\ 1 \ \ \ \ \ \ \ I ~ 0 1 1 \ RIP RAC' ~ / I ry ;p~ I 1 ~ /I ~ ~~~I ~ Y~57A CB-57 672.00 669.30 _
\ \ ~ \ \ ~ 1 I / ~ - ~4~9e I / I 0 . I 1POOtF ~ \ \ ~ \ / 1 I I I-- / I /lily I I r I ~ - - - - - - I I I ~ - CB-57...~~~~~ ~$OMH-71~ 671.64-~ _.869.08 868.50 _ ,
pErAIL \ \~I1 ~ , I l ?b, I I I / r I ' \ SIFT \ ' 1 \ I ? I I I l i I C~ 1 I ~I I ~ ~ Scale; I. 60 ~ I I I I SDMH li CB • 88 675.20 668,01 867Y81-__
1 1 1 p I~`~~ \ I ~ / b e I I I I 1\ ~4\'\ o I ~r I 1 \ \ ` ~ 1 \ \ \ I / I o~ \ o \ I ~ ` I ~ I I I ~ _ _ CB-88 CB-68A 873.52 867.31 887.11 T II 2003 ~ ~ I ~ - Date; AUGUS
1 \ 1/ ~ I ~r yy,, ~ 1 \ . \ 1 I I t~s o ~ ! , ~ I I CB•68A._._ ...-HW~72 873.52 668.13 866.13 - ~ ~ ` ~ _ _ _ 164'001
11 /1 1 1 I I s6r i 48r I I~~ \ \ 1 1 I I I ~ l ,C. U _ Protect No„ I ~ J
I 1 III 1--l.- ~a I 1 1 I \ 1\ I I ~s I\ ~II \ ' ~ \ 1 1 1 I \ '111 ARD/ - - - I 3 1 \ t Of cJl ma EXist CB CB ~66A' 881;90 6_77.00 6_76.5 Revis(ons, g
~ ~ ~ ` ~ C8 55A - ~S DMH =55 ~ 618.00' - ~ rc674.00 874.00 ~ ~ 0 3/12/04 PER Ivl.I.TI-FAMR.Y REV~W
/ \ ~1 1 - N ~ \ \ \ ~ II 1 >I 1 c ~ I' ~o \ \ E isilon Nc~l ~ ~ ~ p -56 878.50 ~ 665.38 _ 38 880.86 ~ ~ ~ SDMH -55 HW _ _
\ Ilf ll 1\\ 1 1 I I ~ \ \ ` 10390 / -.s3.43~ 55A ' ~
/ \ \ s 1 ~ W \ \ \ \ ~ ~ W-56 660.34 ~ H _ . _ 13515 /
ll 111 ~ 1 1 I I I I I \ \ \
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, r///~ 1 I 1 1 I 78,00 - b
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Sheet of
GI\SDSKPROJ\164-001\dwg\SEl,dwg 3/15/2004 10,3553 AM EST

A
BACKFlLL A
- C
A SANITAYR SEWER R/W fr.~
SANITARY SEWER PIPE SANITAYR SEWER
NOTES; 711=11111=111 II-=1LI,;,11~11'- ' =1 I I=1 I I~ I I~ I I 1~1-"' B
t. A MINIMUM OF 6" FROM OUTSIDE DIAMETER OF PIPE TO SIDE FABRIC SHALL III - - - - - - - - - - - -
OF TRENGH MUST 8E ALLOWED FOR WASHED STONE, THE - A 9" ~ - -
METHOD OF COMPACTING BACKFILL .MATERIAL IS SUBJECT TO ~ ~ ~9 STORM DRAIN PIKE _III I~ PERMANENT STORM DRAIN R/W APPROVAL BY THE APPROPRIATE CITY/COUNTY ENGINEER, III III 'di
AN APPROVED FILTER FABRIC SHALL BE PLACED AROUND i_I I r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A O ~ H O p
STONE AND OVERLAPPED 8" AT TOP WITHIN STREET RIGHT III Ir X57 WASHED STONE ~ W O
OF WAY. PIPE SIZE TO BE SHOWN ON PLAN (MINIMUM 4" PIPE). ~~I 8' I I. PLAN N
PIPE TO BE SCHEDULE 20 OR 40 PERFORATED PVC, = I I I THE SANITARY SEWER AND STORM DRAINAGE RIGHTS OF WAY MAY OVERLAP; - III- HOWEVER THE PIPE AND ASSOCIATED STRUCTURES MUST NOT BE IN THE OTHER a
2. OUTLET PIPE FROM SUBDRAIN SHALL BE NON-PERFORATED ~7~ ~ UTIIITYS RIGHT OF WAY, THE SANITARY SEWER RIGHT OF WAY WIDTHS SHALL E F C G d~ - -n 'Q
UNDER PAVEMENT (INCLUDING $IDEWALKS AND DRIVEWAYS) I- I I - BE AS OUTLINED IN C.M.U,D. S DESIGN MANUAL THIS DETAIL DOES NOi APPLY yp,Al~ PERFORATED TO STORM DRAINAGE UTILIZING OPEN CHANNEL FLOW. ~z ~ H - O ~
3. THE OUTLET PIPES SHALL BE SCHEDULE 80 UNDER ROADWAYS, (4" MIN} PVC PIPE FLARED END SECTION OR END WALL a O
- a III ; W
4. SEE SITE PLAN FOR SLOPE OF SUBDRAIN AND TIE IN TO e• STORM DRAINAGE. ' a~ ~ N p ~ A U
o~ ~ z + ~x
5. FILTER FABRIC SHALL BE AN APPROVED, TYPE 2 WATER PERMEABLE, APPROVED o W IH
SYNTHETIC FABRIC. FlLTER FABRIC 8 GRAVEL ON FlLTER FABRIC - ~ a ap
PIPE 18" INTERMEDIATE RIP RAP ~ z •i I - ,y
THE VERTICAL SEPARATION GUIDELINE WLL BE USED UP TO THE POINT WHERE I W za
THE TWO RIGHTS OF WAY ADJOIN EACH OTHER. 0 H
THE SANITARY SEWER AND STORM DRAINA~ 1ND STORK DRAINA(,'E PIPES SECTION A-A w Z OCETHER HORIZONTALLY ~ ~
SPECIAL NOTE: MUST BE NO CLOSER TOGETIiER HORIZONT 1 THAN THE VERT1CAl DISTANCE BETWEEN T> iTANCE BETWEEN THE TOP ~ H ND THE BOTTOM OF THE A B C D E F G Wr, RIP RAP IN TONS 0
PREFABRICATED DRAINAGE MAY BE USED WITH 1 PIPE OF THE HIGHER PIPE AND 1HE BOTTOM OF LOWER PIPE. A MAINTENANCE CREW MU51 FIANCE CREW MUST BE ABLE PIPE SIZE IN TH 10' 7' 1 1 2' 1' 1' 4 1 2' 3' 6 ~ a ~ Z AWER PIPE SIOP G E 15 / N
REVISIONS TO DIG DOWN TO THE LOWER PIPE SLOPINI N0. DATE DESCRIPTION APPROVAL OF CITY/COUNTY ENGINEER. DITCH ON A 1,1 SLOPE AND NOT EXPOSE AND NOT EXPOSE 1HE HIGHER R SIGN 1' 1' EVI S 18 12 8 2 5 4 8 W
NO PIPE, 1 5/99 ADDED TES N0. DATE DESCRIPTION 21" 15' 9' 2 1/2' 1 1/2' 1' 7' 4 1/2' 12 ~ A
REVISIONS ~z 24 17 10 2 1/2 1 1/2 1 8 5 1/2 15 ~ H
" APPROVED DATE No. DATE DESCRIPTION PROFILE VIEW 30" 20' 13' 3' 2' 2' 9' 6' 22
38" 24' 16' 3 1/2' 2' 2' 9 1/2' 7' 33 APPROVED DATE
CHARLOTTE -MECKLENBURG APPROVEC APPROVED DarE CHARLOTTE - MECKLENBURG ~
LAND DEVELOPMENT
STANDARDS 20,28 CHARLOTTE -MECKLENBURG LAND DEVELOPMENT
APPING ST D AINAGE SANITARY OVERL ORM R LAND DEVELOPMENT ANITARY STANDARDS 20,24
SEWER EASEMENTS STANDARDS
20.29
MIN, B LADIES:
' 1, CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER. C M G g. SLOPE AS INDIC SLOPE AS INDICATED ON PLANS
2. RffER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR RIPRAP APRON DESIGN STANDARDS. t~ t~
AP AROUND THE END €
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE RON MID T OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF ~ _ - - 2.1 AND A HE]GHi NOT LE5S THAN TWO THIRDS THE PIPE DIAMETER OR T
CULVERT HEIGHT, GENERAL NOTES;
~ H ~ CONC, 4. THERE SHAM BE NO OVERFLOW FROM THE END OF THE APRON TO THE I I I I I I I I ~ ~ PIPE ~ CONC. C.M. PIPE PIPE 1. ALL CORNERS TO BE CHAMFERED 1"
SURFACE OF THE RECEIVING CHANNEL THE AREA TO BE PAVED OR RIPRAPPED _ SHALL BE UNDERCUT 50 THAT THE INVERT OF THE APRON SHALL BE AT THE PLAN J.
SAME GRADE (FLUSH) WITH 1HE SURFACE OF THE RECEMNG CHANNEL THE I I yyEl ° L`~"J ~J rou urc ~ 2. THE CONTRACTOR WILL BE REQUIRED TO PLACE 2 #6 BARS Y IN THE TOP
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. I I I I I I "
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM L 3 ~ WIDTH OF THE RECEMNG CHANNEL MWOMUM TAPER TO RECEIVING CHANNEL 5:1 FOOTiNC B I ~ OF ALL ENDWALLS FOR PIPE CULVERTS 42" AND OVER WITH A MINIMUM 3" 1230 West Moreheod Street, Sulte 214
PTIONAL CONSTRUCTION JOINT ~N 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 96X OR GREATER. (IF COTIST. JOINT USED) COVER AND A LENGTH OF 6" LESS THAN ENDWALL. Charlotte, NC 28208 N 104.343.0608 fax [phone]
ELEVATION B 7. THE PLACING OF FlLL, EITHER LOOSE OR COMPACTED IN THE AECEMNO END ELEVATION _EVATION BAFt USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
L CHANNEL SHALL NOi BE ALlAWEO. ~ [)ONELS IN ENDWALL WTTH REWFORCED CONCRETE PIPE 3. FORMS ARE TO BE www.drgrp.com
` (10' MIN.) 8. NO BENDS OR CURVES IN THE HORIZ011TA1 ALIGNMENT OF THE APRON WNL L PIPE SINGLE PIPE DOUBLE PIPE 12'
BE PERMITTED. 0 C. BARS Y Y Y 4. WALL THICKNESS (T) SHOWN IS NOT TO BE INTERPRETED TO •LendsOe Arohitectnre Pe
W GRADE 1, pEPENDNMI ON SON, COfn1110115, MN~?`0 STONE AND FILTER FABRIC G QTY, 2 2 3 3 4 4 S 2 2 3 3 4 4 6, r r MEAN THE THICKNESS ACCEPTABLE, BIT !S USED ONLY
WW iE NEOESfARY 161 ~ IW. TY - - - - - - 2 _ 2 2 2 DOV4E _ TY. 2 2 3 3 4 4 S 2 2 3 3 4 4 8 • 0lben IN COMPUTING ENDWALL QUANTi11ES.
_ 10. ANY OISTIIRBED AREA FROM ENO. OF APRON lO RECE]VWG CHANNEL TOT. 9 9 14 14 19 35 66 1 1 19 19 23 77 9Z RO RIP RAP I = MUST BE STABILIZED. +oTEs
H ~I I II= DOWELS IN ENDYTAIL WRH CORAUGIUED METAL PIPE 1. SEE NOTES ON STA. NO 20, lu= L PIPE SBrf;LE PIPE [XXIBLE PIPE REGARDING Y-BARS. :S ON STA. NO 20,168 5. IF CONTRACTOR ELECTS TO USE CONSTRUCTION JOINT AT BOTTOM OF PIPE, •C1111 En
ul_ 0 48 15 13 4 0 36 42 IG Y-BARS. BAR "X" (DOWELS) SHALL BE PLACED IN THE BASE AS SHOWN ON PLANS.
IM _ C. BARS Y X Y X X X Y SPACING OF BARS TO BE APPROXIMATELY 12" CENTERS UNLESS ENGINEER Lend Pleanin
~ 0 OTY. 2 3 3 4 4 5 2 2 3 3 4 4 5 - 2- 2 1 1 1 2 2 2 2 2 2 g DIRECTS OTHERWISE.
LAYER OF FlLTER FABRIC 3 4 4 4 4 6
4 14 19 18 1D 23 73 BS NOTE: MINIMUM H-2 3 6. IF CONTRACTOR ELECTS TO USE CONSTRUCTION JOINT AT BOTTOM OF PIPE,
PIPE DIAMETER AND UANTTII p~ AND POURS BASE SEPARATELY, THE TOP OF BASE SHALL BE LEFT ROUGH.
- USING CONCRETE PIPE USING CORRUGATED METAL PIPE SIN L IP COMMON DIMENSIONS DOUBLE PIPE oouel.E PIPEE
CU. Y0. . YD YD 7. ALL CONCREtE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
15' 3'-4' 1'-8' 2'-A 1 7 8 5'-8 0.734 2'-2' 7'-8' 0.970 3'-0" i'- 2'-8" S'-0' 0.573 1'-1 8'-i 1' 0.760 N0. DATE DESCRIPTION 18 3- 1 -1 3-2 8- 0.958 - - 1 4 3-3 1 - 6-10 0, 8 2- B- 1.014 e'-~ o.7eo • e - 1.ou
1 6 99 NOET 9 REMOVED WASH - - - - 1 3 -8 - -B 7 -4 STONE FROM SECT. B-B REHSN~S 30 4 - 2 -S 4 - 9 -2 2.113 4 - 13 -5 2.920 4'-3" 2 -2 4 -5 8'-10 1,737 3 -9 12 - 2.348 •9 12 - 2.348 REVISIONS
APPROVED DATE N0, DATE DESCRPTION ~ S - 2 S -8 11-0 3.040 S 16-0 4,088 4'-9" 2 -S 5'-2" 10'-4 2.458 4 -B 14'-1 3288 •B 14'-1 3.288 N0. DATE DESCRIPDON
42 S-1 2-11 6-4 12-8 4.120 b-10 18-6 5.534 5-3 2- 5-11 11-1 3.310 5-3 1 -1 4.434 • 48' 6 3 -3 -2 14-4 8,538 8 -8 21 -0 7.427 6 -9 2 -1 -B 13 -4 4,337 8 19 -4 6.812 •3 1 -1 4.434 19 -4 6.812
CHARLOTTE -MECKLENBURG APPROVED APPROVED DATE APPROVED DATE
LAND DEVELOPMENT _ CONCRETE ENDWALL FOR
CONCRETE ENDWALL FOR STANDARDS 20.23 CHARLOTTE MECKLENBURG CHARLOTTE MECKLENBURG
LAND DEVELOPMENT SINGLE AND DOUBLE PIPE CULVERTS LAND DEVELOPMENT SINGLE AND DOUBLE PIPE CULVERTS ERTS
STANDARDS " 15 THRU 48 PIPE STANDARDS " 20.16A 15 THRU 48 PIPE 20.166
BACK OF CUR
NOTES w(U X ~
' Y YARD INI,.ETS SHALL BE NYLCPI.AST Y - - ® 17 DRAM BASNS WITH CAST
IRON GRATES, .r1.NCTION BOX SMALL
A A ATE 8 NAVE SCUD 4~1G® GR
'-8" ~~111111 I I !ll!/
CAST IRON H-!0 RATED GRATE
X FOR DETAILS SEE PAGE 4B a,.... ~ RO ii . gs• •
m ~ ,z ,
PLAN SECTION X-X wu) ADAPTI1rlS cAM >IE INLET AND a1TlFT KDIMITED ON ANY ANf,1.E - S L -
ADAPTORS AVAILABLE 0' TO 3S9"~ TO DETERMINE MDBMIM 4' THRU U'.' b ANIiE BETWEEN ADAPTDTtS SEE 02 00 ,
SHEET B6 VARIOUS TYPES OF WTLETS i~'
¦ WITH VATERTIGMT ADAPTORS U" p 1 fOR~ > r i'P''~GINE~:~' i~ y ~
. SDR-35 SEVER ~o ~ _ CORRUGATED POLYETHYLENE iii 9 t~ti i N E, S
- - - GENERAL NOTES: SCHEDULE 40 DWV ~ CORRUGATED PVC 'nl llillli
W 10x39 " " " RIBBED PVC ~ S" 1, TWO 4 x 4 x 3/8 ANGLE IRONS MAY BE SUBSTITUTED FOR THE WIOz39 BEAM.
" 2. ALL CONCRETE TO BE 3600 P:SJ COMPRESSIVE STRENGTH.
-B. 3. MORTAR JOINTS SHOULD BE BETWN D P B" ~ S/PROVIII]ED WITH METAL STEPS ounEr 4' pN 1~A2C CEN STERS STEPS SHALL BEEIN A CC oROANCE WITH sTO, 20.12. 12 YARD INLET DRAIN Scale: NTS
.1, ; r1,M ~ , . , " " 6. CONCRETE BRICK MAY BE USED IN LIEU OF HARD COMMON CLAY BR1CK, >
~ JUMBO BRICK WILL BE PERMITTED. ~ " B. FOR 8 -0 IN HEIGHT OR LE55 USE 8" WALL, OVER 8 -0 IN HEIGHT USE 12 ate: AUGUST II 2003 D
~ WAIL TO 8'-0" FROM TOP OF WALL, AND S" WALL FOR THE REMAINING 6'-0", NOTEI SFCTI 7. FOR FRAME AND GRATE DETAIL SEE 5TANDARD 20.02. Q~.~, 6" PVC PIPES 1'0 ~ Pro ect No,: 164-001 l
B. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN WITH THE wR!) MAXDRUN IN~DE W GROUTED AND BRUSHED SMOOTH. SCWEDULE 40 PVC RECOMMENDED
9, WEEP 0 SHALL BE PLACED IN BACK WAIL, A STONE GRAIN CONSIS11N0 OVERALL HEIGHT l0 DIMENSIONS OF BOX AND PIPE OF 1 ONE ~BIC FOOT OF NUMBER 78M STONE CONTAINED IN A BAG OF fTYPICAU Revisions:
PIPE 5PAN WIDTH HEIGHT W 10 PORO S F ERIC SHALL BE PLACED AT EACH WEEP HOLE. D 3/12/04 P8~ MULTI-FAMq.Y REVIEW
D A 8 IN. H LENGTH 10. REFER TO 10,2p FOR PLACEMENT AT INTERSECTIONS, 16' 3'-0" 2'-4" 2'-B" 2'-10" 11, SEE STANDARD NUMBER 10,29A AND B FOR PLACEMENT OF CATCH BASIN,
' 1B' 3'-0" 2'-4" 2'-10" 2'-10"
24' 3'-O" 2'-4" 3'-4" 2'-10"
ZIVND NO. DATE KtVI DESCRIPTION
APPROVED DATE
CHARLOTTE - bfECKLENHURG FRAME, GRATE AND HOOD
LAND DEVELOPMENT FOR USE ON STANDARD CATCH BASIN STD, NO,
STANDARDS 20.03 Sheet ~ of

BACKFILL~ NCDOT tt57 STONE
i i=1 I I~ 11=1 11=1 11=1 11=i I i-_
.I=1 ~ 1=1 11=1I 1=1 ~ 1=1 ~ 1=1 ~ ~I ~ 1=1 ~ I I~ FABRIC
N ~ AND COVER MANHOLE RING AND COVER ND COVER MANHOLE RING ".p', ~ MANHOLE RING A t _I I I~ ~ 1=1 ~ 1=1 ~ I~ ~ 1=1 I =~1=1 I1=11- _ ~ -III=11 I=1 I I=1 I I-I 11=1 11=1 11=1 I ~"I 11=1 11=1 I I-III- ~
t (C.M.L.D. STD. N0. (14,Q~ ENB2GElVCY (C.M.L.D. STD. N0. 120.0561 EIvI~GBVCY (C.M.L.D. STD. N0. (ZQ,Q~Ba, 5v1~(~TICY MIN, 3600 PSI - - -1~- 1=1 I I- ~ I_I~1=~I I-? I I-1 ~ ~ ~~,I
SPN.LWAY SPLLWAY SPILLW(A~Y~ - _ -II - -1 II CONCRETE _ _ _ _ ~
N'I Y. • 639.20 N`IV. • ~ " saim6L INGL - -
- - PPE DIAM PIPE gIAM,
2.0' MIN, I MIN, AL TL PIPE AL, STL PPE S
GVN•63L75 BE~DUVG~
? CLASS ~ I~ lU O o (PER SEC, 1016) " " ~ ~
'orr 9 6 `off I ! ~ " p O
~ ~ 9 ~ O . tx ~ . O
• ' TYPICAL BACKFILL SECTION 2 .4., .
NV. •653.75 INV. •660.36 --I ~ ~
• " 3. 0 4' ORRICE , a oRN=ICE ~ . u~, • ~ ~ + 4 ~ az
INV. • s~ . ~ a .p. _ (c.M.LD. sm. No. o
. ' _ ' ~ DROP INLET ~~.I ~ z
N VI W PLAN VIEW PLAN VIEW W ~ A I ~ 11'-4" W . v• o - 8 BRICK WALL ~ A U
NOT TO SCALE NOT TO SCALE I 10'-0" ~y Z
W ~ .o - - x - o W Ih
- - STEEL PLATE W ~
TOP OF DAM ¦ 840.00 TOP OF DAM_859+63 _ _ _ _ _ _ TOP OF DAM+885_00 ~ - - ANCHORED ~ ~ a 2 rein, - a o ~ w TO BRICK z
-------r 5r 4. ~4: • 5 -4 g,gV, : ~ ~ H.EV. • 8' 6RICK J ~
Ei.EV. ¢44,QQ r• g~ g~ 8 6RK:1C o z • W a
RISER EiEV, • ~@,j~ RISER EiEV. • RISER ' SPILLWAY SPILLWAY oy 4• E"i 24 ~ RCP I 2 ~ ~
SPILLWAY o W ~ a ~
8" DIAMETER 4'-0' 4' DIAMETER 4'x4' 8' DIAMETER 4'-0" OPENING ON 4 SIDES NV, • 687,75 OPENING ON 4 SIDES M?. •656.40 OPENING ON 4 SIDES • + ~ 18 ~ RCP ~ N ~ 4 84' AL, STL PIPE ~ a
CONTRAC TO COYER CONIRAC TO COYER CONiRAC TO COYER OUTLET W WIRE MEGI OUTLET W MIRE MESH OUTLET W WMTL MESH w ~
k WA STONE i WASH STONE 6 WASHE STONE J rn ~ N V 1 0 INV, • 678,25 ~I O A
24' RCP 4' OIAMETER 4' DIAMETER ~ ' 4• DIAMETER ~ ~ OUTLET PPE OPENING OUTLET PPE OPENING OUTLET PPE OPENING O MM I
6' L 6'X6'XV2'X8' COMM ANGLE 6'-1_ L b'X6'1O%1'X8' COMM ANGLE 6'~ L 6'X6'XI/2'Xg' COMvt ANq.E W INV. • ~Z~2
Z. , U
r . Ivv. • aka' Dla Ealtl KYVIK 801.T. r NV. • DOLT, 8/4 DIA, NLTI KWIC DOLT. - A C,M,L.D. STD. N0, 4 6RICK WALL E"'~ (
8/4 DIA. NL11 KWIC 4 EH6EDED REQ D. g'_0• 4' Efr1~ 12) I~1'D. 8'X8'XB" ANCHOR 8~-0" 4' EBvk'3t~E0 tZ) RE<i'D. 8'X8'X8" ANCHOR 8'-0" 8 X8 X8 ANCHOR PB? ANGLE ~ ANGLJ: CATCH BASIN INLET FRAME AND GRATE ~
FOOTING 300 PSI ~ ANGLE F00?ING 300 PSI FOOTING PSI WI X1 X8 8 WITH 10X1 XB 8 WITH 10X1 X8 8 _ 0
tH 10 SECTION B- SECTI~B-8 PLAN VIEW ~T
NOT TO SCALE NOT TO SCALE NOT TO 5CA 0 TO CA hr-~1 N T S LE
FRAME and GRATE
I 0 ENTION BASIN 3 RISER DETAIL FOR DETENTION BASIN 4 ON BASIN 1 RISER DETA L F R DET OCS RISER DETAIL FOR DETENTI GRATE ELEV. ~ ~Q
A EMERGENCY SPNIWAY •665,50
INV, •683.00
TRASH RACK " 18" DIAMETER
r TOP OF DAM • 636.00 OPENING
HANOWHEE. 3" DIAMETER OPENING 15' RCP OUTLET PIPE
b' ~ INV, • 678.25
SPILLWAY • 634.40 SEE DETAIL TENS SHAT ou r e urn
~ INV. • CONTRACTOR TO CO 24" STEEL PLATE (1 /4' THICK) TO ACCOMMODATE e t Suite 214
OUTiET W/ WIRE MESH 1230 West Morehead Str e ,
4' X 4' RISER & WASHED STONE, TO ORIFICES ANO ANCHORED TO BRICK WALL Charlotte NC 28208 BE REMOVED ONCE THE
I sITE Is sTARlu7ED ~SECTI N A-A 704,343.0608 fax [phone]
4" DIA OPENING 2 I MJV•632b0 NOT TO SCA www.drgrp.com
2 SLUUCE SU'PORT PER MFG SPECS. •L>~ndsoa Arohi~e0tare
I
3 • Urban D
P~ZMAJ~f.9VT POOL •a,~
ELEV • 630.00 I'-O" TRASH RACK ~ t A,wNwaeD sTm. PPE sww. eE TYPE z u sAae s' . r
a ocAACrc~a slaAU. eA~ao~u. ~ ro s~aNare wm+ rimoT ~ sTa~ APO s~AaATE sra~e APO EARiFI eA~clo=ILL. WITH FALL • Land Planaia
4' K 4' OONCRETE RISER HAf~IM-r~L. I V7 0 ORIFICE a CONIRACTC{t SNWJ1. USE µn µ1668t 9AW wma " 634 6~ASIa:T N ~ST®. PPE JOMS. EACH JOM SHALL ~
TOP • 634 4. ARE FROM C8JT82 OF ALL FRTIVGS AW STRUCTI.RES.
5. CONTRACTOR 561ALL StBMT SHCP DRAWNC,g TO L3JGPJ~2 PRIOR TO CCNSTRUC'[IOM
Ir m sLLICE
RI~2 GATE_~ 67' • 36' RCP • 0.501 O1111.ET SLUICE Sl~'ORT 60TTOM OF POOL VALVE ' X 4' RISER
RIP RAP ~ MFG. 4 X 4' RISER ELEV • 62500 PIPE WITH 0-RN~G JONVTS 624.00 I
4 DIA OPEN NG NW632,60 I ~i~.
• ~
ELEV • b24,11 ~ 3 ELEV • b~i,00 I V2' m PVC t' 37' - 84" AL, S1L • 0.505 `'v,
ELEV ¦ 62200
y.~ ~ ELEV • 630.70 • 630.70 $
' ' PERMANENT POOL o~ TOP OF BE32M OUTLET
ELEV • 63500 RIP-RAP ELEV • 630,00 PLIIJGE POOL
4'x4' CONCRETE VAULT 5~-TALL HAVE I~'0~ lo' crYPa sTRUCTURe ~
PERMANENT POOL / SPN.LWAY NOTE, JOINTS SEALED WITH O-RING RUBE3BZ . ~ ~ 39' - Ib" RCP 050
ELEV • 630.00 SEE ETERM SECTION AND GASKETS AT THE RISER. ALL JOINTS ELEVATIONS AE~OVE, SHALL MEET OR EXCEED RE(1lAREMENTS OF ASTM-36 AND SHALL EjE WA'B2TIGI-IT.
SEDIMENT POND 10' LITTORAL SI-~l.F I ~ ~ ~P, 36' RCP OUTLET 3'
FOREBAY 24' . 3 12" 0 SLUCE INV 0 PIPE WITH O-RING ~ RENV°OR RISER GATE e WITH O-RING .101NTS crrPa
~ Cam' PPE • G01; VALVE I 4' i5 s a ~P A "
I ELEV • b28.00 I ~ 12' 3/4" DIA. I 3/4" DIA. NLTI KWIK BOLT, ~ ~ ~ ~
J 4" EME~I I ELEV • 627.76 3 ~ ANGLE 4" EMBED (2) REO'D. PER ~ ~ PFE LENGTH MEASI~ FROM ANGLE ~ ,
3 ANCHOR FOOTING (4,000 ~ of TEE oR sTRUCn~aEs " " " " D TO END OF PIPE
3 I PSI) WITH IOxlOxB/8 WWM L b"Xb ELEV, • b26,00 X CONN. ANGLE (TYPJ t- L b Xb XI/2 8
ELEV • b PRECAST CONCRETE VAULT AND RISER_
lllllll l l ll!/// CqR i/,~
- FOR OCS N TS 0 0 0 0 NOTES ~ . /i~ ~ ~ SS ~ PRIOR TO INSTALLATION, MANUFACTURER ; ~.-,.'~E 1 ~ i
w w w (CONTRACTOR) SHALL PROVIDE PE SEALED SHOP = Q.
DRAWINGS FOR UNDERGROUND DETENTION SYSTEMS ~ Z ~ 9
Subdraln NEED TO BE FURNISI-ED TO CITY ENGINEERING FOR = S L APPR VAL THOSE SHOP DRAWINGS SHOULD BE OZ 009 0 ,
to Yard Inlet d COMPLETE WITH STRUCTURAL REIN=ORGNG DETAILS ~
~ AS NECESSARY. A SURVEYOR SEALED AS-E3lALT i~ , ORAWING OF TI-E UNDERGROUND SYSTEM ALSO ~i y ' • ~
~ q 1 MUST BE PROVIDED AFTER IT NAS BEEN UVSTALLED. N \ 1~\
y y //l11111IIlly
W
J• y 3r - e4" AL STI. • 0.50
..E y '0 Scale: NTS
D [CAL ~ 2'_D• E'-0
SECT[ N 6' Date: AUGUST II, 2003
PDNDING y y LEVEL 5 ~ 4-001 I 16 NI U U Pro ect No..
s ~ r y 1
y y NTS ' ' Revrslons:
D 3/12104 PER MU.TI-FAMLY REVIEW
4'SubdraM to - ' ' 4'Su~dram t -
DI-20 - ~ 1'yp. DI-20 Typ. '
' ~ '4' of a' rovod lantln 'rolx pP P 9
ro ~ ~ _
ID; ss ~ ~ I
TYPICAL X-SECTION
PLAN NOT TO SCALE
Sheet ~ of
BIO-RETENTION BMP
6;\SDSKPR?J\164-001\dwg\Detaits.dwg 3/15/2004 6~00:29 AM EST

HANDICAP DATA AND LEGEND: _
' `r N.C. Hwy 29
TOTAL UNITS; 156
REQUIRED "A" UNITS: 7.8 5% OF 154 ~ ( )
~ „ SEE ARCHITECTURAL PLANS FOR TYPE A
o UNIT LOCATIONS
' ~ ~ T m OTAL GROUND FLOOR UNITS; 52 ~
~ o A rn ,Site ALLOWABLE SEC. 30.2.8 EXEMPT UNITS: 20
`o u a H ~ ~ (37.68% OF 52, BASED ON SLOPES O O
4~j U ; W a ~ o LESS THAN 10%) a ~
4~ - O s' k ~ PROPOSED EXEMPT UNITS; 20 a
M (BASEMENT OR FIRST FLOOR) ~ ~
\ N.C. Hwy 49 a' Z
/ t-Vauan W. Wofere U6 5396 / PG 881 TOTAL REQUIRED "B" UNITS: 52-20 = 32 ~ F ~ a
ll \ TF:i( ID lY,il-011-18 zo I~
~ / \ . ~se~ vac~r TOTAL PROVIDED B UNITS: 32 x ~ W
c3 / / \ SA94 l ~ ~ \ ~ F E-+ A v VICINITY MAP
/ \ \ \ \ ~ z ~x
sore or ryc. / ,,v \ V~ V A DB 4521 / PG 695 ~ airy / / ~ \ ' \ O W I F
TAX 1D 05h401-08 d p' / ~ ~ A A zOr+r~G~ worst. ~3 h~~ ~ / . \ ~ , \ \ H W ~
usE~ vac~vu EJ / / \ S0~ RIVA IV ~ P TE DR E CURVE AND LINE DATA: z y
CURVE TABLE w Z a
/ \ z ~ _ ~ \ \ ,rye S 43'5 " / ~ \ ~ 1 20 E CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA O ~ " ~ ~ ~
~ ~ ~ / e 0 ~ \ \ ~ .a - 143,4'- - 21 C1 253.20 161.46 83.58 158.74 N31'O6'10"E 36'3211 W Z C2 150.00 84.11 43.19 83.01 ~ a S28'39 21 W 32 07 39 ~ ~
~6 C3 150.00 173.41 97.85 163.91 N11'36'02"E 66'14'17"
C4 97,95 80.88 42.90 78.60 SOt'37'20"W 47'18'21" f"'~ F-~ H ~ Z p
d ~ / \ ~ \9S1 N / / ~ / ~ ~ X ^ ~ 4~. C7 188.50 64.25 32.44 63.94 S55'14'40"E 19'31'41 ~/l/~/' C8 150.00 202.69 120.22 187.61 S38 51 23 W 77'2513 ~ O A
. / / ~ C9 100.00 151.84 94.89 137.67 523'34'05"W 86'59'49" M O Z
W ~ ~
az / V. ~
/ ~ 1 . , - / ~ o " / / Pow - ~ ~ , ~ LINE TABLE
LINE LENGTH BEARING
Li 37.60 N49'37'22"E
L2 10.42 N12'35'32"E 0 L3 104.82 N44'43'11"E
W x OY X01 i ~ / A~ L4 123.57 N21'3106"W
L7 76.26 N45'28'49"W
/ ~ \ \ ~ ~ , ~ L ~ / ~ ~ I_r~l,~rslt, C~~b L8 65.04 S65'00'30"E
`s ~ ~ ,rte--~---- ~ ~ \ ~ ~ - v Aporrments of ~ L9 221.16 N66'31'55"E L10 178.69 524'32'41"E
r?„ ~ ~ i \ \ Charlotte, LLC L11 106.05 S67'03'59"W
r 2 ~ _ ~ _ 1 ~ v ~ 9398 166 L12 114.80 S19'55'50"E
~ ~ ~ ~ - p a m ~ a~ ~ ~ ~ ' - - _ \ ~ ~ ~ ZONING ~ R-12 MF (CD) L13 211.81 870'04'10"W 1
i ' A ~ USES APARTMENT A
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_L - - - - - _ - _ - - - - - 100' R/W ~ _ - - (MIN o~ - rA ~ a ~p ~ ~ \ ZONING R-12 MF (C;U) , , ~ " ~t~'~~ / / ~ , Ci 233.95 2239.82 N 39 44 50 W 233.84
(SR tt293g) Ewfl 5• s 45'14'21' _ W 1 - - _ - - - •4® / \ USE• v,~c,ANr C2 459.24' 2239.82' N 29'54'05" ' x \ W 458.43
~ \ ~ ~ 68. S 45'02'42" E ~ _ ~ ~ ~ - a ~ Jw+•u'rr~rz=+-r' - S 43'48'40" E " R/W Llmlt 96 0T 101.65' ~ ~ie W ~ ~ > \ ~ ~ \ ~ ~ C3 765.45 2343.83 N 33'23 01 W 762.05' / ~ ~ " ,
® ~ i C4 325.39 435.90 N 26'1103 W 317.88
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V ~ ~ ~ SITE DATA ~ ~ ~ ~ A / A ' ~VA \ 3 ,~A ~ ~ ~ i~,
i o ~ ~,w~ vv~ o vv ~ v a ~ o" r N r~ • t ~ ~~~l~~ill~~l/~~
~ . i Site Area. 27.38 Acres ~ ~ ~ ~ X71 v' n n 101 ~ ~ O. i v'~ ~,ti CT ~ o ~ CAR z
Number of Units: 210 Units ~ t ~ , -rs uq~a z«.. - u~Kw armo,. caa OS \
Density: 7.66 DUA ~ 9 ~ ~ ~ , v si 4~ a ~ y., vv rr, ~y . ~ ~ _ _ /
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Units by Area: ~ ,1. ~ ' c ® ~ of ~ ~ ~ C- A\ , 3y g" ~ r ~ / , ~ ~ 1 ~ . ~1 ?o a ~ V~~,. A ~ \ ~ 2 ~ G' ~ Qp V A ~ ~ ~ ~ A \V..~\ ~4j .A~ ZJ 1~~~% 'CA
Area A 30 Units 1 @ 12 DU Flats (3 Bdrm) 6 Towns (4 Bdrm) ~ ~ ~ `k ~ ~ ~ o-~ ~ l~ ~ ~ A~ y,, 06.x,. ~ e ~ VA ~ ~ ~ . ~ ,y / ~ d ~ ~ bir ~ ~ ~ ~ RYAN
1 @ 12 DU Flats (4 Bdrm) ~ ~ ~ ~ ~A ~ c v v i~; VA ~ _ Ri ~ ' ~ ~li~nin?~~~ NORTH ~ . ~ ~ .v ~ z
~ ~ ~ A ~ cA . ~ ~ ~ ' ~ vr/ ~ i ~J ° Jw ~ 0 ~ ~ r/ ~ , es , v~~
Area B 49 Units 13 Towns 6 -5 Bdrm 7 -4 Bdrm ~1~ 3 @ 12 DU Flats 4 Bdrm O O ~ ~ ( ) ~ 1 - ~ x_ a
~ ~ ~1 . ~ - N.C. a Cnapf~;r ~s ~
Area C gs ~ ~ 89 Units 6 @ 12 DU Flats 4 Bdrm 17 Towns 7 - 5 Bdrm, 10 - 4 Bdrm i a ' ( ) ( ) •sa ~ ~ of Sigma f~r~i y~~. ~ / / ' $CQI@; ~ ' p ~ ~ ~ ~ 7, j ~s ''ea i ~ ` - ~o E isilan I-lousinc ~ • ~ ~ \ i
CJ J d • ` io3 ; r~~r~~ r~ `~~~4~~, Date: II AUGUST 2003
N 38.0 ' 13515 i 81l 0 i 1 9,9 W _ _ - ~ ~ ' X64-00~
Area D 42 Units 1 @ 12 DU Flats 3 Bdrm 18 Towns (12)- 4 Bdrm ( ) 322.s ' _ zo~uNG ~risr ro~ect No.. 2 ~ _µ..~a~ ~
1 @ 12 DU Flats 4 Bdrm (6)- 2 Bdrm 10.18' USES 'vAC~-,I•Jl ` »5.21' k~2nry Atkins ~ ~ Revisions: _
( ) . b~06 / 441 / A 3112/44 PER Ml1Tl-FAMILY REVIEW . ~ ~ '
zorliN~~ iNSr. ~ /
Total: 210 Units / ~ ~ usr ~ ~rac~~rlr ~
2 @ 12 DU Flats 3 Bdrm 54 Towns (13)- 5 Bdrm, (35)- 4 Bdrm, ( ) h ~ ~ _ .
11 @ 12 DU Flats 4 Bdrm (6)- 2 Bdrm ( ) ~ I ~ /
l Ir~iv~;rsity T~-rrr~nr~ ~ ~ ~ - -
North Conciominlums ZONl[,AG: R-12 MF (CD)
USE: COrdDOMINIUM
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PRIVATE DRIVE CURVE AND LINE DATA:
A „ CURVE TABLE A STOP (RI-I 30 x30) Rv
8 CU E RADIUS LENGTH TANGENT CHORD A " BE RING DELTA 8 KEEP RIGHT (R4-7 24 x30) C1 253.20 161.46 83.58 158.74 ° i-'~
/ N31 0610E 36 3211
.ai ~ C Q~. C STOP (RI-I 24"X24") C2 150.00 84.11 43.19 83.01 S28'39'21 "W 32'07'39"
/ C3 150.00 173.41 97.85 163.91 N11'36'02"E 66'14'17"
AL ALL IGN T BE M T c4 97.95 ao,88 42.so 78.so • ' " • ' " ~ E S S O U CD S01 37 20 W 7 4 18 21
ST ~ ~ C7 188.50 64,25 32.44 63.94 ~ F-+ A rn STANDARD PROVIDED AND S5514 40 E 19 31 41 C8 150.00 ~ " ~ ~ ~ o
~ IN, INSTALLED BY OWNER/ 2o2.s9 120.22 , 87.61 S38 51 23 W 77 2513 ,..a o W ~ C9 100,00 151.84 94.89 137.67 S23'34 05 W a' ~
I / / / CC CONTRACTOR 86 59 49 O
/ ~ / 1-Nilliam V`d, V~~'afers / ~ ~ a
' / ~ ~ D~ 5396 I PG 881 ~ ~ ~z
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CURVE RADIUS LENGTH ~ q , ~ N 36'32'11" A STRd1CT E tt4 ~
53.20 161.46 83.58 158.74 N310610 E \ ~ ~ I-NV C1 2 1 ' 1 "W 32'07'39" \ \ \ ~ INV-f ~ ~ ~ x.00 r-, ~
C2 150.00 84.11 43.19 83.0 S28 39 2 \ ~ " ~1 ONCRETE ~ ~ ~ ~ i' t ~ I PEA~'.'c,~~
3 150.00 173.41 97.85 163.91 N11'36 02 E 6614 7 ~ ~ C TI TEEP 8' ~ 1 ~ ii ° ~
78.60 801'37'20"W 47'18'21" I' 8~ C4 97.95 80.88 42.90 C \ " ~c , b7ba " ~ / / ~ , ~ a~AN NORTH " ~ P ATED ~ ~f .h /l \ ~4 RCP ' ~~j ~ / / ~ ~ ~ ~ ~lllllilll111~A
' 19'31'41" v ~ \ ~4 F C7 188.50 64.25 32.44 63.94 S5514 40 E \ » ~ R~P, RAP c , ~ N / ~ ~ r~ e ~ I,
CS 150.00 202.69 120.22 187.61 S38'51 23 W 77'2513 .I PLLN~GE POOL \ \ ~ i ~ ~ c l/ ~ _ r -
151.84 94.89 137.67 S23 34 05 W 86 59 49 \ \ r C9 100.00 StB= pETAIL \ I ~ I Scale. I - 50
SHEET C8 \ ~ ~ \ 38 , i ! ~ ~r ~ g ~ ~,r .
~ FES tt7 2~ RCP \ ` 1 ~ ~ ~ o ~ o ~ ~ ~ ! I RcP ` - . _ ~ e~~ Date: II AUGUST 2003 ~ ~ r
INV•65, . \ \ ~ ~ \ % V ~ ~ ~ , ; ~ ; ~ r -il - ~ % 1 / ~ -
LINE TABLE ~ ~ \ . ' ~ \ ~ I ~ ~ ~ I f~ 164 001 ~ ~ ~ ~ - ;1 J Pro ect No.. ~ ~ ~ r~ 1 ~
ARING ~ ~ 'o\ \ LINE LENGTH BE " ~ I ~ _ _ ~ R ° v Of I ~ r>1~ Revisions;
' ' " TOP (RI-i 30 x30) •so• 1 37.60 N49 37 22 E Q S I L / ~ ~ , _ - I) 3/f2/04 P82 M.lLTI-FAMLY REVIEW
L2 10.42 N12'35'32"E - " ~ ~ \ _ RI NT (R4 7 24 x30) - B KEEP G . " _ _ i i s •h.. ~ ~ ~ N ~ \ p~~ ~ ~ ~
~ L3 104.82 N44'4311 E » ~ • ' 72. Q _ - _ ~ ~ M ~ ~ ~ ~ ~ ~
. TOP (RI-I 24 x24 ) C S L4 123.57 N21 31 06 W i - _ ~ - ~ ~ I I - - _ ~ ~ ~ ~ _ _ ~
L7 76.2fi N45'28'49"W i l~ { 1 ~ - ~ ~ 1 aeros ~s J~
L8 65.04 S65'00'30"E ~ I•
. , , r.~~? ire rr1 nr' 1 AI IT/~rl ~ ,1 / ~1 / \ 5t 1 ~ nn ..iin ~i`~r, un ice, in i~-r
L9 221 16 N66'31'55°E ALL ZDIb1VZ) I U DC IVIU I l/V q t-wo Z
L10 178.69 S24'32'41" E STANDARD PROVIDED AND I
L1 1 106.05 s67'03'59°W I 678,00 10.180 VCCCN ~ J 75.2 1'
INSTALLED BY OWNER/ L12 114.80 S19'55'50"E - N38'20 -
CONTRACTOR L13 211.81 S70'0410 W 5 46 ~ W
/ Sheet of
Gi\SDSKPROJ\164-001\dwg\SP1-DWQ,dwg 5/19/2004 8159,06 AM EDT