20051100 Ver 1_401 Application_20050620

FILE Gas ti
do P'?"
F F SCI
r j ;:.C _i iL
Pavilion Boulevard/North-Try-on.-
Commercial Development
Charlotte, Mecklenburg County,
North Carolina
Joint Application Form and Supporting Documentation for
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION
TO CORPS OF ENGINEERS
NATIONWIDE PERMITS THAT REQUIRE
SECTION 401 CERTIFICATION CONCURRENCE
Prepared For.
Mr. Ryan Hawks
Mountaineer Land Group, LLC
125 Floyd Smith Drive, Suite 210
Charlotte, NC 28262
Prepared By.
f
Leonard S. Rindner, PWS 0
Environmental Planning Consultan r(f r
3714 Spokeshave Lane JUN 2 V ?J
Matthews, NC 28105 z0p5
[phone] DEfV12 - WATiER
SANDS QUALITY
MIO STt??ygJ? 8?1
*Subject to verification by the USACE and NCDWQ
Date: 6/17/2005
Page 1 of 14

Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. 0151100
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit Isolated Wetland Permit DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39,12
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:
5. 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: ?
H. Applicant Information rm r=
? V IS D
Q
1. Owner/Applicant Information JUN 2 U
Name: Mr. Ryan Hawks 2005
Mailing Address: Mountaineer Land Group, LLC DENR - WATER QUALITY
125 Floyd Smith Drive, Suite 210 WETLANDS AND STORMWATER BRANCH
Charlotte, NC 28262
Telephone Number: 704 776-8065 Fax Number:
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: Leonard S. Rindner, PWS
Company Affiliation: Environmental Planning Consultant
Mailing Address: 3714 Spokeshave Lane
Matthews, NC 28105
Telephone Number: 704 904 2277 Fax Number: 704 847 0185
E-mail Address: [e-mail]
Page 2 of 14
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Pavilion Road / North Tryon Road Commercial Development
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Mecklenburg County County Nearest Town: Charlotte
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.):
Intersection of Pavilion Road and North Tryon - See attached vicinity map
5. Site coordinates, if available (UTM or Lat/Long): 35.33470N, 80.7133°W (WGS84/NAD83)
USGS Harrisburg Quad (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): + 16.5 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Mallard Creek
8. River Basin: Yadkin
(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/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Undeveloped abandoned agricultural, and timbered,
woodland; disturbed floodplain.
10. Describe the overall project in detail, including the type of equipment to be used:
Proposed commercial development
Page 3 of 14
11. Explain the purpose of the proposed work:
General site preparation and grading to develop commercial area, install sewer line to
existing trunk along Rocky river.
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.
The wetlands and streams have been field delineated based on a verification by the USACE - see
attached The mapping has been utilized by the planners to develop a site plan. The mapping has
been utilized to avoid and minimize impacts Site planning restrictions due to severe slopes and
access requirements were discussed as well as the unavoidable location of the proposed sewer
line connection to the existing trunk line along the Rocky River.
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.
Additional impacts to wetlands are not expected Additional impacts if required will be applied
for appropriately.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Permanent impacts to wetlands
limited to remnants of former pond beds As depicted on the attached site plans, the very
large bottomland hardwood scrub/shrub wetlands are preserved. Temporary impacts to
wetlands are required to implement a sewer line to reach the existing trunk line along
J.
Mallard Creek (see mitigation plan
Page 4 of 14
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
A NWP #39 .34 no 400 to 600 PSS1A/PEM1C

Sewerline NWP #12 .40 yes vanes PF01C

Sewer line project location - see attached mitigation plan. Project will be implemented according to NWP #12 and GC 3374.
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
I
List the total acreage (estimated) of all existing wetlands on the property: + 3.5 acres
Total area of permanent wetland impact proposed: 0.34 acres
Temporary wetland impacts for sewerline implementation - 0.40 acres - see mitigation plan
3. Individually list all intermittent and perennial stream impacts below: NA
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)

i

i
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Page 5 of 14
i
** 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.usss.eov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozonexom.
www.mal2quest.co m etc.).
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: N/A
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of
(if applicable) Waterbody Type of Waterbody
(lake, pand estuary, sound,
bay, ocean, etc.

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: tilt, excavation, dreagmg,
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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
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.
Permanent impacts to wetlands are limited to those formed in drained pond beds. Impacts are
unavoidable due grading and access reguirements to the site and relationship to existing
intersections as well as building and parking l_ot requirements . As depicted on the attached site
plans the large areas of high quality bottomland hardwood wetlands avided. The sewer line
impacts through wetlands will be implemented in accordance with NWP #12 and will be
Page 6 of 14
minimized to the extent feasible Stormwater will be diffused over the larae floodplain and
buffer areas.
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
htti)://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. 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.
The site plan avoids the substantial bottomland hardwood wetlands in the floodplain. Local
SWIM buffers protect the perennial streams on the site in Mecklenburg County.
Page 7 of 14
Sewer line Minimization and Mitigation Plan.
NCDWQ ConOwns of Certification (excerpts from GC 3374)
a. The edge of the construction corridor is installed parallel to and closer than 10 feet (3 meters) to a stream or if the
utility line crosses a stream channel at less than 75 degrees or more than 105 degrees of the stream bank;
b. Any wastewater line that crosses any stream shown on the most recent version of the 1:24,000 USGS topographic
map as permanent or intermittent shall be installed with no-seam piping. If no-seam piping can not be installed, written
concurrence from NCDWQ is required.
C. Construction corridors parallel to streams shall be placed at the furthest distance from the stream to the maximum
extent possible;
d. Measures shall be taken to prevent live or fresh concrete from coming into contact with waters of the state until the
concrete has hardened;
e. Placement of riprap is restricted to stream bottoms and banks directly impacted by the placement of the utility line.
Riprap may only be used below the normal high water level. The stream berm must be restored to the original contours after
construction;
f. That appropriate sedimentation and erosion control practices which equal or exceed those outlined in the "North
Carolina Erosion and Sediment Control Planning and Design Manual" or "North Carolina Surface Mining Manual" are
utilized to prevent exceedances of the appropriate turbidity water quality standards (50 NTUs in streams and rivers not
designated as trout waters by NCDWQ; and all lakes and reservoirs; and 10 NTUs in trout waters);
g. All sedimentation and erosion control measures placed in wetlands shall be removed and the natural grade restored
after the Division of Land resources has released the project;
h. Annual species suitable for wet locations shall be planted within jurisdictional wetlands for soil and erosion control.
Perennials such as fescue are prohibited;
No fertilizer shall be applied within 10 feet of streams;
j. The construction corridor (including access roads and stockpiling of materials) is limited to 40 feet in width in
wetlands and must be minimized to the maximum extent practicable.
k. Permanent, maintained access corridors shall be restricted to the minimum width practicable and shall not exceed 10
feet in width except at manhole locations. A 10 feet by 10 feet perpendicular vehicle turnaround must be spaced at least 500
feet apart.
An anti-seep collar (See detail) shall be placed at the downstream (utility line gradient) wetland boundary and every
150 feet up the gradient until the utility exits the wetland for buried utility lines. Anti-seep collars may be constructed with
Class B concrete, compacted clay, PVC pipe, or metal collars. Wetland crossings that are directionally drilled, and
perpendicular wetland crossings that are open cut and less than 150 feet (45.7 meters) long do not require anti-seep collars.
The compacted clay shall have a specific discharge of 1 X 10 -5 cm/sec or less. A section and plan view diagram is attached
for the anti-seep collars.
The following specifications shall apply to class B concrete:
a) Minimum cement content, sacks per cubic yard with rounded
course aggregate 5.0
b) Minimum cement content, sacks per cubic yard with angular
course aggregate 5.5
Page 9 of 14
C) Maximum water-cement ratio gallons per sack 6.8
d) Slump range 219to 4"
e) Minimum strength - 28 psi 2,500
in. This general certification does not authorize any permanent changes in preconstruction elevation contours in waters
or wetlands. The permitee will have a specific plan for restoring wetland contours. Any excess material will be removed to a
high ground disposal areas;
n. Compensatory mitigation (i.e., restoration, creation or preservation) for wetland losses will not be required for this
Certification if written concurrence is not needed.
o. Written concurrence is required if the maintenance corridor is greater than 10 feet wide.
P. This certification does not relieve the applicant of the responsibility to obtain all other required Federal, State, or
local approval.
Non-compliance with or violation of the conditions herein set forth by a specific fill project shall result in revocation of this
Certification for the project and may also result in criminal and/or civil penalties. The Director of the NCDWQ may require
submission of a formal application for Individual Certification for any project in this category of activity, if it is determined
that the project is likely to have a significant adverse effect upon water quality or degrade the waters so that existing uses of
the wetland or downstream waters are precluded. Public hearings may be held for specific applications or group of
applications prior to a certification decision if deemed in the public's best interest by the Director of the NCDWQ.
Additional USACE Regional Conditions to Nationwide Permit 12 (Applicable to this project) :
Temporary placement of excavated or fill material in waters and wetlands will be for the absolute minimum period
of time necessary to accomplish the work.
Each individual crossing will be stabilized immediately with native vegetation. Stabilizing with non-native grasses
(i.e., fescue, etc.) is prohibited
Anti-seep collars must be installed at no greater than 150-foot intervals on all sewer and drain
lines placed in wetlands, and all utility lines must be installed to prevent drainage of wetlands (i.e., no French drain"
construction, etc.)
The total width of the access corridor excavation and temporary fill area (including mechanized land clearing) is
restricted to no more than 40 feet and must be minimized to the extent practicable.
Restoration Plans in Wetland Areas
Clearing in Waters of the U.S. should be minimized to the extent feasible up to 40` only as necessary to facilitate safe
construction.. As required, the topsoil shall be saved through the disturbed wetland areas, and the top 6" to 12" of the trench
should be backfilled with this topsoil to encourage rapid re-establishment of previous vegetation conditions. Excess material
must be removed to upland areas immediately upon completion of construction. An annual species suitable for wet locations
will be planted within jurisdictional wetlands for soil and erosion control. Perennials such as fescue will not be specified in
wetland areas. Anti-seep collars shall be used to prevent wetland draining.
Grassing Spec cation
Disturbed wetland areas shall be stabilized with annual small grains that will initially stabilize the soils and then allow the
natural vegetation to become re-established. For stabilization, outside the optimum planting windows, using a mixture of
species on either side of the window may increase chances of a good stand. Germination will be most difficult in the
December - February period. For wetland stabilization during this period, it will be necessary to be sure those wetlands are
well mulched. Annual lespedeza could be added to any planting mixtures during this period because it will germinate during
the first warm days of spring.
Page 9 of 14
Seeding Mixture - Wetland areas in temporarily saturated soils or subject to occasional and brief inundation
Dates Tvves Rate
April 1 - Jul. 15 Red Top (Agrostis alba) 7 lbs/acre
Smartweed 20 lbs /acre
Jul. 16 - Sept. 1 Temporary Crop
Jap. Millet or Sorghum 20 lbs /acre
(to be followed by permanent mixture)
Sept. 2 - Nov. 1 Smartweed 20 lbs /acre
Red Top (Agrostis alba) 7 lbs/acre
Nov. I - March 31 Temporary Crop 40 lbs /acre
Wheat or Winter Rye (to be followed by permanent mixture)
Seeding Instructions
1) Seed in the dry period
2) use of a filler, such as sand to dilute the seed to ensure uniform ground coverage when broadcasting
3) Pure live seed shall be specified and approved prior to planting.
4) Mulch
Substitutions may be permitted with approval. Other native grasses or annuals may be selected. No fescue shall be used in
wetland areas.
Tenworary See4inr Mixture
Dates Tvoes
April 15 - Sept. 1 Temporary Crop
Jap. Millet or Sorghum
Aug. 25 - Oct. 31
Wheat
Kobe lespedeza
Nov. 1 - April 15
Nurse Plants
Wheat or Winter Rye
Kobe lespedeza
Rate
40 lbs /acre
50 lbs /acre
15 lb/acre
401bs /acre
15 lb/acre
Between May 1, and August 15, add 10 lbs/acre German millet or 15 lb/acre Sudangrass. Prior to May 1 or August 15, add
40 lb/acre rye (grain). Other native grasses or annuals suited to wet conditions may be selected with approval. No fescue or
other turf grasses shall be used in wetland areas.
Mitigation for temporary wetland impacts will be conducted by re-establishing woody vegetation within the sewerline
corridor except for the permanent access easement.
Mitigation will include the following:
1) Selected removal of exotic species such as Chinese Privet and Russian Olive from wetland areas.
f
Page 10 of 14
Scrub/Shrub
Alnus spp.
Cornusamomum
Sambucus canadensis
Bottomland Hardwood
Carya spp.
Nyssa sylvatica
Vegetation Criteria
Itea virginica
Ilex decidua
Viburnum dentatum
Diospyros virginiana
Quercus species
Cephalanthus occidentalis
Lindera benzoin
Others that are approved
Frax. pennsylvanica
Salix spp.
Planting includes of a diversity of saturation tolerant tree species, which are also high in wildlife value. Over time the
planting plan will encourage a diverse canopy and mid-story vegetation. The primary criterion upon which plant selection is
based is the duration of soil saturation. Soil saturation is expected to occur at a rate similar to adjacent wetland and / or
riparian areas and is expected to be for a minimum of 12 consecutive days and a maximum of 52 consecutive days under
normal circumstances during the early part of growing season. Tree species tolerant of these hydrological conditions will be
specified in the mitigation areas. Forested mitigation sites will be planted at an initial density of approximately 500 trees
woody stems per acre by utilizing a combination of bare root seedlings and/or larger vegetation. Scrub/shrub mitigation sites
will be planted at an initial density of approximately 1000 woody stems per acre by utilizing a combination of bare root
seedlings and/or larger vegetation. No more than 20% will be of any one species.
Planting will occur during the dormant season concurrent with project development.
Monitoring
Monitoring of the wetland enhancement areas will be performed to evaluate the mitigation sites relative to the success
criteria. Annual reports will be prepared which summarizes the data collected in the field and notes trends. Photographs at
fixed stations will be taken to document the trends and changes occurring at the sites. These reports will be furnished to the
USACE.
Vegetation Monitoring
l
Mitigation sites will be monitored bi-annually during March/April and again in August/September to measure survival rate,
species diversity, and growth as well as to identify any problems such as upland or invasive wetland species. Invasive
species removal will be as needed and will include the removal of such plants as honeysuckle, poison ivy, blackberry, rose,
kudzu and privet.
Vegetation Success Criteria
Successful bottomland hardwood mitigation will be when at least 60% or 320 woody stems per acre are surviving for three
consecutive years. A three (3) year monitoring program will be conducted for the bottomland hardwood and scrub/shrub
communities or until the success criteria is met.
Contingency Plan
if the mitigation is determined to be unsuccessful, one or more of the following contingency plans will be implemented.
Selected reinstallation of vegetation or other maintenance (thinning or removal).
Extended monitoring periods.
An acceptable alternative form of mitigation.
Page 11 of 14
Report Submittal
An "as-built" plan drawing of the area, including initial species compositions by community type and sample plot locations
will be provided after the completion of planting. A review of the actual design, densities, and quantities will also be
included. These will be provided within 60 days of the completion of the planting.
Annual monitoring reports will include:
Species and quantity of each surviving woody stem in the plot areas,
Estimated percent aerial cover of the dominant species,
• Representative photographs
j Observations and explanations of problems and resolutions.
By complying with the Nationwide Permit 12 and 401 Certification conditions it is expected that this project will not cause
significant impacts to wetlands.
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/M/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): NA
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
i
IX. Environmental Documentation (required by DWQ) NA
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No X
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 ?
Page 12 of 14
i
X.
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) NA
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? 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
s uare feet)
Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
XI.
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.
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.
As indicated on the attached plans a stormwater management plan will be provided for the
project The wetland and floodplain of Mallard Creek is extensive and over 400' wide. Stormwater is
proposed to be diffused using a level spreader within buffers adjacent to the wetland area.
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.
CMUD Municipal System
Page 13 of 14
XIII. Violations (required by DWQ) NA
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules?
Yes ? No X
r
Is this an after-the factpermit application?
Yes ? No X
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
wo'chedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
T?e tej?ql Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's Signature ' Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 14 of 14
a?lV ValaNaaV N1b VV4./aa4', t?V a via u?av

Mecklenburg County, North Carolina
POLARIS
Property Ownership Land Records Information System
Date Printed: Fri Jun 17 13:07:21 EDT 2005
02905120 - - 0? a a?2438307 02937146 02937147 02937,116
1 102905233 0290=4 I 02937198`' iq
02905228 L--'02937145 17` 1 02937154
?p 02965115 02$37141 0293714602937153,
y 02903345 02937,149. 02937152:'y11.,
02805101 ?y1 02937143.02937?1"ro ?-?-=-?
02937142Y 02837128
w 03905206 •• L 0293714102937133 y MI1127
03905111 r `t .?• '02837126-Wf
02905207 02937198 02937139. -$ 029
.,_ I? ? 02937125
0290511
0390526$ •• \ 029371i6 02037124
02905102 11 `' 02905126 02937137
- 02005M / r 02937158
4Z9osm • ` j 02937157 `
f
`?' 61906!16 ? 02906100 i290s219 ?? . -,02937-165 i
"02905132 r 02937166
o29os1a?,? 1t2905zt2 • } •06101162
. • ! 02905213 `w
f 1 02965317 OC • • .
r 02905214
S' l2a28_'- 05141101
b?. '02905125 I ?y r
` r •05103210105103266 05141104
r~~}--`?. 0__5103211. • `
5 l 03103207 G5141183,'
05103206 05103209 l 65106132
'S
C ?.,ti1 E A'? 65166338 ,
05103204 C' 5.72 /rn?,Ka r

III 05103301
05103302
ti 05106120
s
1
05103233 ? -? '?
a y
°D 4 a51a6118?
9 05106322
.,? ,
05106321
05106319
Y
. • ,
h'
` `? 05106317
,?
U ?
05106417
m 05106416
av \05106312:

05106133
?
0510611 7 7•
05103234
t
MECKLENBURG COUNTY_.GIS 05104201 ? - 03106110
? 99 t.tt?
This map is prepared for the inventory of real property within Mecklenburg County and is compiled from recorded deeds, plats, tax maps, surveys,
planimetric maps, and other public records and data. Users of this map are hereby notified that the aformentioned public primary information
sources should be consulted for verification. Mecklenburg County and its mapping contractors assume no legal responsibility for the information
contained herein.
http;//maps2.co.mecklenburg.nc.us/servlet/com.esri.esrimap.Esrimap?ServiceName=RealE... 6/17/2005
1..11"".,1Y..l 1111"5.. ?W-V J' - -- v.. -"

Send To Printer Back To TerraServer Change to 11x17 Print Size Show Grid Lines Change to Landscape
.
ZUSGS 17 km NE of Charlotte North Carolina United States 01 Jul 1996

ti

0' 1200M 0' '200yd
Image courtesy of the U.S. Geological Survey
© 2004 Microsoft Corporation. Terms of Use Privacy Statement
http://terraserver-usa.com/Printlmage.aspx?T=2&S=11 &Z=17&X=1314&Y=9775&W=3... 6/17/2005
tvi??na?ii?u?g %,vuuLy, 11%, i vi.?aauv
- --a- _ -- -
Mecklenburg County, North Carolina
POLARIS
Property Ownership Land Records Information System
Date Printed: Fri Jun 17 13:07:21 EDT 2005
o
w
029052M9 ?p
108 *ir ??y,_
02903214
502945230 6 62903212 O 02937195
029451
029032f1 ? '?'
/2945213
1 62905213 02905216 0l9d5217
02905214
?03t03200
a? C-S
1 4 05141144
r
05103211 .2 +W b
605103247;
05103209 • 45141105
41
l
ti ? o31o3oc __ y1
I
(15106120
ti 03143233 . "
` ,.
1 t06118
5
MECKLENBURG, COUNTY G1
45 ft
This map is prepared for the inventory of real property within Mecklenburg County and is compiled from recorded deeds, plats, tax maps, surveys,
planimetric maps, and other public records and data. Users of this map are hereby notified that the afonnentioned public primary information
sources should be consulted for verification. Mecklenburg County and its mapping contractors assume no legal responsibility for the information
contained herein.
http://maps2.co.mecklenburg.nc.uslservletlcom.esri.esrimap.Esrimap?ServiceName=RealE... 6/17/2005
. ivic?xicu?ur? ?,vu?uy, i??, r v,.,ruuu
- -a- - -- -
http://maps2.co.mecklenburg.nc.us/servlet/com.esri.esrimap.Esrimap?ServiceName=RealE... 6/17/2005
. 1611 QUG1VG1 1111USG lwV ILL IGJ?' VL u1V V Vvv - -'p- - --
Send To Printer Back To TerraServer Change to 11x17 Print Size Show Grid Lines Change to Landscape
http://terraserver-usa.com./PrintImage.aspx?T=4&S=9&Z=17&X=5259&Y=39101 &W=3... 6/17/2005
150 m 0' . . I SOyd
Image courtesy of the U.S. Geological Survey
© 2004 Microsoft Corporation. Terms of Use Privacy Statement
EXISTING CONDITIONS
,w
r 777 ;
_ l
,
r
OF 4t!%bTTE :. -
M MENYL 799` PARTNERS FUNDED lANa
N: 1.006.gc589 INVESTMENT.....
Ei. ,486,382 801 ': , . l X SUSAN C BENTON CPA /
Bob 70 DB`56Z4 PG. 830
1! f `_ ;6.9990362k; ` WTAL ACRE214
-
? J "\ .aaz EASOdi 'sttMOa 3 ? `.., ?? !, _.-- -- ` Y - J/ '.-- •?
6a mu PO
?l v ?. •`
/ .`M.w ..
I 1t ?.; xFn wos , -
5 moms
r
? (- WETLANDS DELINEATED BY: LEN
4
LINE R NOT A BOUNDARY SURVEY. LHE
LINES SHOWN WERE PLOTTED FROM
DFID RM
5674. PAGE 63 THE RIGHT WAY FOR H 29
•' I 1 AND PAVILION BLVD WERE PLOTTED FROM NCDOT,
l11 1 RIGHT OF WAY PUNS FOR PROJECT REF. N0.
\ S U-3115A ..
/ CITTYY NOF CHAARnLOOTTT- MECMLENBURG COUNTY, WETLANDS WERE SURVEYED THE WEEK OF
I ' NORTH CAROLINA 05-30-05.
r^ PARCEL ID /05141104A
OWNER PARTBNERS FUNDED LAND INVESTMENT HORIZONTAL DATUM: MAD 63
CITY OF CHARLOTTE TE SUSAN C BENTON. CPA VERTICAL DATUM: NAVD BB
MONUMENT '1&01' SCRIPTIM DR 5674. PG 530
{ •°/60.447.860• TOTAL ACRES 16 AC. ?/- ALL BEARINGS ARE REFERENCED FROM CITY OF
E:1;48447660' FEMA P k 3701590110E CHARLOTTE CONTROL POINT '799' AND R-1&OI.
F-'4 72.940 ALL DISTANCES ARE HORIZONTAL GROUND
SCF: 11 ?ExWWRA, 25' DISTANCES.
SE1F11
`1EAlFE GOOfT
?' _ -. Ir sea ro as \
?' a use--ea sa-
/ a' _ l ss-aa?sa-- I(b41 QOM CaE1M? Drfaa
I SITE ,I
9t
-47
,.
lmommic ..m n9" "Ill
X .
,
DAIE• 06 006
REVISIONS
WETLAND IMPACT MAP " ?
for oREaaD Br. cLA
TAX PARCEL 05141104A SCAM- T? 20"
CITY OF CHARLOTTE RNC T6 WEB W?KT?
MECKLENBURG COUNTY, N.C. SHEET NO.lOFA
PROPOSED SITE DEVELOPMENT

E I /HIV V J «, ?/ ;-
`j
1 ?
CD
o
T1- d A
WETLAND AREA '.
IMPACTED BY
DEVELOPMENT
CONSTRUCTION AND SLOPE IS 0.34 AC.
1 PC 444 ? (S AIDED REGION)
CITY F CHARLO MO MENT " . 3
_ r
N: 581, 06:2559 •'
E:1,48 ,382.804 I PROPOSED GRADING
ELEV:6 8.79' /
SCE: 0. 9987362 WITH SEDIMENT TRAP
r I' TLAND
ASPM \.? ? t L
PROPOSED SEWER
5' SIDEWALK, LANDSCAPE AND - Og
UTILITY EASEMENT _
( DB 6501 PG 529
SEDIMENT TRAPi -'' PROPOSED LEVEL
y / SPREADER
O
NOTES
SHADED AREAS REPRESENT WETLANDS IMPAC
Q` WETLANDS FROM PROPOSED DEVELOPMENT.
VZ ?-- ..
WETLAND IMPACT MAP TECMICIAN: `
51" Soo 4041 Corporof? CrnNr Driae for CHECKED BY: Cd
SITE CAarlaft% Ac dddid TAX PARCEL 05141104A SCAM- 1• -I
,wlme Iw.P"°^w (704) 640-"01 CITY OF CHARLOTTE
'?° ;NQ awo...ACr-:
` (7") 6'0-4704 MECKLENBURG COUNTY. N.C.
SHEET NO.2-OF.
WETLANDS IMPACTED BY
PROPOSED SANITARY SEWER
O'
0..
TOTAL AREA OF WFT'
IMPACTED BY PROF
SANITARY SEWER L_
CITY OF CHARLOTTE
?,sPWIALa .% i???
DRNE ?% i??--
PROPOSED 7.5 WIDE
I EASEMENT
'll tIPROPOSED lir WIDE
i SEWER EASE]IENTND
I Ln I I PROPOSED 7.5 WWDE
I I- CQNS=CTON EASEMENT
11 II
IIU,II
I III 1 :',
I I Ir
I I ?;
II '1-
II v,
N
I I 1n-?4NDS
'
I Y
I;
I
N
II I,z
-`. 1I a
'z
4
i
I9
UMENT "18
• 580,447.660'
1,488,372.940
:
F:0.99987360

WETLANDS
I I:
I I,
I
qq%
I?,
IAFTER CONSIRUC710N OF SEWER LIE, THE
AREA W1719N 7.b' WIDE CON51RUC710N
?- I EASEMENT TO DE REPLANTED WITH
g - V HYDROPHYLJO PLANTS, AND REMAIN
VIETILANDS.
? I
PROPOSED 7.5 WIDE
?$ I CONSTRUCTION EASEMENT
s I
I DdSTNO 2W
SEWER EASEMENT

-SS S- - - S - -SS - -SS S
DATE 05/10/05
60„ awpwae. cti?r Drw. WETLAND IMPACT MAP 7°OMNtlAN cm
ata. s6o for CHE010 D er CGO
I SITE Ems.. Ac sdut TAX PARCEL 05141104A PROJE= . PEA. (sa) "D-4706 CITY OF CHARLOTTE DRAWING rnnornme-MAL?{0?
MECKLENBURG COUNTY, N.C.
SHEET NO.-OFD
AIJnc
c
APPROXIMATE MAP - WATERS OF THE U.S.
FOR STUDY PURPOSES ONLY
SUBJECT TO DELINEATION AND U.S.A.C.E. VERIFICATION US I3WY 29
EMS1wc
PAVLUON-
SIGN
\?'Z4
.49. E A T \ \ E \ `
/ \
83' I i COOT
44
ONLY A \ Z I I 1 s Y,
I 1 1 1 1 \\ \`
ApHI S \
4 Z /1 1 14 \ ?? ?--? ,
I AT12 (a-c)
I / -11 A-12
ZT1 - 6
\\ t 1 / y 1 I / / -13 AT1 - 25
I \ (11 I 1 J I /A-/10 A-14 ? / / / / / /
g IJ??I ?1
A-16
' 11 1 o
I I' 1 , F fAAM ?H( D/ / /A-1 -j
7 f C•? J I ' 1 / ' 1 /
'A: A-17 0 17 30 1
aRE
I I /!
A
/,? A-1 I '' I t A?22 A I ",Al I I ? 1 ? ?
\ SET /I I J I I I I ??I
A 4 iJJ??J 1 I I I I I I°
L19 A-5 I? i 1 ' J I f I
A-3 A-1 Ji J J J I J, I I I I 1
/P 4
i
gaIEM T? / / / / / A-2 g I ?r J / ' ( ' I \ \
A-1 EW (10 A FL AY l I
IN E IS 1 T f
A-21 0 D Y E. I J2. I
'o 4
BTl-13 \ ?\
3590 F I 1 I B-10
?? // !' \ \\ \? \ \\
0.08 C. "? M 1 /, ?+ j i \N ?. \\ \\ \\ \
8 -7 C-6 \
AREA "B"
0°\ \ _ 3? x,31/ - l \ \ \ \ \ \ \ \ \ \
L53 L51
,?_ -7 \ \ \ \ \ \ \ \ N,
\ \ \ \ \
XTl(w) 5(w) ? ? ? \ \ \
C-3 ...n VCAD n nnnwev ?? \\\?\ \ \ . \ \ \ ?\ \
s 2 s'ar
. Op /oil 103.55!
'/ :
ho 04
b%V
to O I j Z
W
:zl
In LL
C6
I / O ` U / W
; l e( ? M U-
/ ? Cc)
\j x F=
?' ?D°z QU)w
o z
?a-
\'` S U n ?? ?5 e? ?' a n- O
25 Ix
Vigo (0 LIJ
CL w in
((CO Q ?L6 M N w o a
o v
I'7 0 N Q w O w
V1 M
l
? C14 U ? 69 N N N ? U
1 d I V I \
U
00 !D
IA J I I M
L49 r I
J a r.y X61.. U
LU)
Os I ?' tM ? U E v/ N C? H? U ? -
LOS
\
4
? i / . ? ??J,.9?? \ \ ?.? `. aid ,???Q- n, / /
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200531196 County: Mecklenburg U.S.G.S. Quad: Harrisburg
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Mountaineer Land Group, LLC / Attn: Ryan Hawkins
Address: 125 Floyd Smith Drive, Suite 210
Charlotte, NC 28262
Telephone No.:
Size and location of property (waterbody, road name/number, town, etc.) The site is located in the southeast
quadrant of the intersection of Pavilion Road and US Hwy 29, in Charlotte, Mecklenbure County, North
Carolina.
Indicate Which of the Following Apply:
Based on preliminary information, there may be wetlands and stream channels on the above described property.
We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps.
X There are wetlands and stream channels on the above described property subject to the pemut requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date
of this notification.
X We strongly suggest you have the wetlands and stream channels on your property delineated. Due to the
size of your property and/or our present workload, the Corps may not be able to accomplish this wetland
delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant. To be
considered final, any delineation must be verified by the Corps.
The wetlands and stream channels on your property have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey
should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of
all areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our
published regulations, may be relied upon for a period not to exceed five years.
The wetlands and stream channels have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on _. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date
of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject
to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in
the law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (CAMA). You should contact the Division of Coastal Management in
j Washington, NC, at [phone] to determine their requirements.
Remarks: Preliminary site visit conducted on February 9, 2005. Area needs to be re-delineated and surveyed.
Wetlands considered high quality bottomland hardwoods ad'acent to Mallard Creek.
Corps Regulatory Official:
Date June 3, 2005 Expiration Date June 3, 2010
Page 1 of 2
Action Id. 200531196
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army
permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any
questions regarding this determination and/or the Corps regulatory program, please contact Amanda Jones at 828-
271-7980 x. 231.
Basis For Determination: The site contains wetlands as determined by the USACE 1987 Wetland Delineation
Manual and is adjacent to stream channels located on the property. The stream channel on the property is known as
i Mallard Creek and its unnamed tributaries. Mallard Creek flows into the Yadkin River and ultimately flows to the
Atlantic Ocean through the Winyah Bay in South Carolina.
Corps Regulatory Official (Initial):
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form-
* A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal"
form must be transmitted with the property owner/agent copy of this form
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Determination Information Sheet' 'to the file copy of this form.
CF: Len Rindner, 3714 Spokeshave Lane, Matthews, NC 28105
teb. 4. 1VV7 IV:37Hm mountaineer iano grouR ATV. VI I1 1.
February 0 2005
RE: Authorization Letter for parcel #'s 05141104B and 05141103
(proposed'development site at the comer of HWY 29 and Pavilion Blvd.)
To whom it may concern:
This letter authorizes Leonard S. Rindner, PWS as my agent in matters related to Waters
of the U.S. and Waters of North Carolina for the referenced project and parcels. This
includes interfacing with the United States Army Corps of Engineers and the North
Carolina Department of Natural Resources. For any questions please feel free to contact
my associate, Ryan Hawks at 704-777-8065.
Sincerely,
Greg A. ascazo
LEONARD S RINDNE PWS
Environmental Planning Consultant 3714 Spokeshave Lane
Professional Wetland Scientist Matthews, NC 28105
Land Planning Tele: [phone]
Fax [phone]
February 5, 2005
Ms. Amanda Jones
U.S. Army Corps of Engineers - Reg. Field Office
151 Patton Avenue - Room 208
Asheville, NC 28801 - 5006
Re: + 54 Ac - Tax parcel ID - 0514110411/05141103 - US 29-Pavilion Road Site, Mecklenburg
County, NC
Dear Ms. Jones:
On behalf of my client, I am requesting written confirmation of the wetland/stream determination and
delineation for the subject property.
Project Name: US 29/Pavilion Road Site
Acreage: ± 54 Acres
City/County: Charlotte, Mecklenburg County
Long/Lat: 35.3347°N, 80.7133°W -Harrisburg Quad
Developer: Mr. Ryan Hawks
President of Land Acquisitions
Mountaineer Land Group, LLC
125 Floyd Smith Drive
Suite 210
Charlotte, NC 28262
Contact: Leonard S. Rindner, PWS
General Wetland Classification and Description
The upland areas of the site are adjacent to a broad floodplain along Mallard Creek with large bottomland
hardwood wetlands. A headwater stream and adjacent wetlands and a remnant of a small pond and wetland
area were also identified on the site as depicted on the attached map. The site is within a Water
Classification - C watershed. The current land-use is former or current agricultural land and woodland. The
riparian wetland areas can be classified as Palustrine Broad Leaved, Scrub Shrub, and Emergent (PFOIA,
PFO1C, PSS1A, PEM1C). The streams are likely to be confirmed as having important aquatic value.
Characteristics include evidence of persistent pools; amphibians and benthos macro-invertebrates living in
the stream channel; evidence of wildlife utilizing the stream-, and rocky, gravelly, and sandy channel
substrate. The site includes Monacan soils and potentially Wedhadkee soils. These soils are map units
which may have inclusions of hydric soils according to the Natural Resource Conservation Service,
Technical Guide- Section II-A-2, June 1991.
Please _gntact fl4f you have any questions or require additional explanation. Thank you for your
S. Rindner, PWS
inal Wetland Scientist
1 opoLone - 1 ne w eD s i opograpmu lviap
J. USv , vi a
N` •
?+"?Str ._-t •, CI14 5 !_J '' ? ? t? \ tit t ._ -
-^-sv vw
INL
r
• r
JIM, 1111=01?.. NA,
f ,
?' f f i.- _ r'7f --,_ tr11 } ...?• ? ?+' ^- ? I,?! 4 '$? ? ` 'fir'' r-
24.
it rrr(? y A 4? y ?p? 1 + ?r ?'
M*
0 0.3 0.6 0.9 1.2 1.5 km G
0 0.1 0.2 0.3 0.4 0.5 mi
Map center is 35.33470N, 80.7133°W (WGS84/NAD83)
Harrisburg quadrangle M=-7.237
Projection is UTM Zone 17 NAD83 Datum G=0.166
http://www.topozone.com/print.asp?z=17&n=3910204.00009278&e=526055&s=48&size=l... 2/5/2005
??1?+YY(fL'a//lGaS11?h1?i??;;p??? •54 ' Y?
07 1 1
MV .IY??
i
r V j
l
1
05143 '
t ?
ti 051051211
i ?
14323.3
rt i
4
I
ti
.4s?a
051 C' 'o t05
4 -, - j,-,

4 l ??y
Sf
?451082i1?

COUNTY_GIS jJ _6
i 0
14 •tii ??-?''?5.D2?3Ti591?'"r-°?'? iG?3tt? ?71Q5
0¢937`ia?0@937i33.42937131 : ?''? 5.4?'-"??
? • `? 67,127'On7i2iA ' 62937104
02905111 X116 :.
? 029377?1iA --?'.
y k03fii5t? 0203712# y
028fi1+{0? 027103
0220=7 02937132 02937122?'?
w 0293fii391,'02037ifi5 02$371= {
0300511 _ r,,r-- ?
0203713836• X710¢03710'1
02905126 < 24 03037196 02937i3fi 0510812x4
_
O 09 5 Oi.p?r 026371 002937158 05108122
02905106 '_'? • 0293715$
3
! 01$37156 y 05108210
j
0290Si07 - ••• 0510811$
f 02903211
f6210SM3 - 05147102 051082i2*
0290521019ii5217 000' •_' y . , $ 0514110E 0$108216
! t'
01418 `,.. 05100215
02903219 ?,, 05108214t
?? • '. 03i0MV
: i082't2
-? .-:.,0510$211
?i
5 05103110 OS141104
0510321
M03207 ? 0N41103 • • so. 1? y
n51o3z49
103206 ? ?' •' • „??
1.._w
05,03 +1.-. OS-7 ?- . t__? !os10 ra r,0 9 s Q51061rt
ZT ?' .5 n o6s2s 051003
05108120' 05106196 OSi MS 05109=7
05106M 05106333,
051063237-5i4G10
0310633205106410 -05106340
103233 ti, .?? ? 1 21 W10641106106341
+ ? t M _-,x" 05106342
-t z
? 4q ?,ti •• ,??g00i04ia031 i 10.145
[_05106+17-05106347
Im m 051061971: 05106"4_06108401-1
05106118 m 0Si06418 (15106348
S D5106:4i2-.;106350
OS1061i7 '?51063i1 ''' --
`? ti !'05108353
? 03103231
+++ b5106133 -0510M"%*51002A37
- l J
MECKLENBURG_COUNTY GIS UBi3 .Ofi106202ti?
6203
E�� I 1 , 1 t�-,atr'` '�alr'1M 3 1 r. r4' *.�. 1 r 1►
s I r.'
Y"
a i ✓�'�• Yry � .. I Yk R t'
.k
IY 1 Y 1�-
�V`tL�
'sy; '� V'u'�-,.. P 111 �,� ./''bV" 1' ! •.
-Iv
NOR
I', I Jr-..r'r y K trY=
r a
�� 111. �� <,�.. � - � „�'•�� �..._-._..".�,h ; ��- I» I
�
_ � 1 r 1 ..Y ^t 4 1 r , r � _yam �+.�:•.- t.- � . 7",- I ' � -" ,�+i � +Y � i
/,�y. 11' Y� r�•'� - ..:....�,..Y. — �N i ,..,� ^#.. � � �"•La�"VA.�.���1's,.I I
1_
v _�.I+_�•1 � � ,r s �. '
Y �•
✓1 � F`
as
-k: I .y .. � � A , t- - ' �`.:.. -ice'•:- �s :�'
40,
,...I, IRT I "'.u'�`-i 1 �._ i. 1,• I •r^.
q 1{Y 1
�� W -1 � 's�k.Ee�• .. i.:� -. .. .. � 1 M i »'I 1 r.Y �1. �I 1
1
m il.h
lam,+:.'. 11__ ,� .�xF J "1,• 1: I :i LA
~ -
j..
.. .. ,. ._ - 1 .. .� �, it �. - I ^ 1 •. 1 � I :�(
k..-: I fie,_.,, .. ...- �... -..,,, ` �.- ' . 1 .... - --- - '�< +y•-� yI� 1 ;t
( r • i -, I k r, i ;x
I IR
3
.. `: � .g � =� �A'ir+z_; ._ $'n I.: r.. .��xu � I � , � � 5 1»•XI v: 1 1 I. i ,- 1
', "`tea'. . •�� .i.�'a:? r c °wee __ .`u � .: i +� � I I '�i _
+Esr �i `•. �IT t. �+.a.= w`-v'7'�• '.�' '_�` Sl�,sN .. �. �1» I : d�• 1i 1� I "w.i Y II^:X'. 1{ ��
is
,,..t✓.;- � 5�".� 1k � ..� :A� _ � �,'^�!`� •_ I y �;.t tit 1 r. � I .'1.
' y{,►,.- 4 ''CASs^
Ts'C

~ I II

~ 1 ~
~ ~ ~ i~ ;
I ' - - ~ , ~ i I _ Existl r ~ ~ ~ ,
R W ~ V~ I ~ ~ V ~ /
~ 1 . ~ ~ - l , Grate as per NEENAH 3405-
' s ~ ~ O8 ~ 1 ` / ~ ~ i
1.'' ' ~ ~ I ~ ~ ,al ' Distance Vanes as Needed to Accanodate 90' Elbow
~ ~ , 1 , , W (1) 9" Hole at _ 583.85 Invert _ ~ Top of Grate - 586.25
Propo ed _ ~ r ~ ' V - , ranee - / y Im rovement ~ Construction Ent , ~ Window Elevation 585.25 1 ~ -
1 rs I - Location ~ / ~ ~ ~ ' I - - \ ~ ~ (1) 2' x6" Opening ~ ~~r'
I l I 11 , '
f 1 ~ 1 ~ -l - - ~ 4 I ~ ~ 614 ' --Top of Pipe (w/ Solid screw cop) 614 =585.0 Normal Water
~ ~ ~ ed I ~ ' ~ ~ elands Pe ~ ~ , 1 y ~ ~ Surface Elev. = 583.85
~ ~ ~ ' ~ ~ ~ I f o r F I
~ ~ i~ - - - ~ ~ ~ I r ~ ~ - ~ ~ = ~ A 610. l - , - 610
~ I ~ ;u 1 I ~ Inv.=582.0 - 12" Dlometer PVC
1 _ _ r ~ I ~ \ Schedule 40) Storm ( I Sewer Pipe (One
i ~ x _ ~ ~ ~ ~ ~ . ~ , I Piece of Pipe) Stainless Steel
~ - ~ ~ = ~ 1 _ _ 15" Dlometer Storrs Bolts "Min) i~ , Sewer Pipe 0 1.OX (Mchors ~ ~ .
~ ~ ~ ~ , ~ I ~ , i,' - Bands and -12" Endwall Structuro to be f711ed with - '
I ~ ~ ~ i I '1 / Flowable Contrdled Density FlII a°
, 1 ~ ~ ~ After Installation of 12" ~ ' ' ~ Dlometer PVC (Schedule
~ i'1 ~ ~ ~ - I~ ~ ~ ~ ~ ~ ~ 610 ~ _ . _ 40)Starm Sewer Plpe Riser ~ _ _ Inv.=580.8
~f I ~ ~ ~ ~ ~ l ~ ,
i i ~ / _ l ~ ~ ~ ~ ~ ~ ~ - 12" Diameter PVC ~--Inv.=581.0
l J t l; I l (Schedule 40) 0 -1.0f. Storm Sewer Pipe with
~ ~ i ~ ~ I 2~ y ~ i r ~ ~ ' Water Tight Joints g0• ~ 12" PVC Storm
~ ~ ' { I ~ ~ 1 ~ 1~ ~ ~ Sewer Pipa Elbow Catch Basin
i 1 \ `,1111111111///
~ ~ ~ ~ ~ ~ ; ~ I TRUCTURE DETAIL ~ Ro , ALITY OUTLETS , ~
r lr ' "~l ' ~ ~ O vP hey -r' ~ ~ ~ o I 1r. ~ ~ I ~ ~ POND WATER U ,,I, o`~ s 'l,
t' T TO SCALE : ~ 0 ' NO ~ `Q
~r r 1 ~ ~ j h~ ~ I S = = 18 3 - -
I , - ~ ~ l _ ' ~ ' ~ , . F
' 1 f ~ ~ ~ ~ - N 1 I I
l l ~ ~ ~ ; ~ - " - Rock g90 R nel; ~ ~ I ection, Class ~
I ~ ' ~ ~ ~ r„ _ ~ Prntectl n ,CI f ~ F; I ~ ( 1 _ i ~ , ~ access ~o f~as~n " i ,'18.5' Wx18 D . i ~ ~ ,,nlnln~~~
° ~ ~ ~
~ ~ ~ ~ 1 Q , ~ - 0" to 9" depth - ~ ~ ~ r ~ ~ I ~~i`~ ~,w ~
1 ~ ~ I ~ I ~ ; i _ _ S 0 ~ ~ ~ ~ ~ I _ ~I , , I 1 - - - ~ I ~1 15'_ _
~ r, ~ r ~ .)9 te~a~',deptn~..~, , .
4 , ~ , ~ _ - _ ~ , ~ ~ , w ' 3 T of Bank Elewtion=587.5 3 oP 1~
- v ~ j I l~ b i ~ _ _ 1 u v ~ ~ ~ _ _ - l ~ ~ „ ~ ~ i ~ l ~ ~ - - ~ t ~1 Overflow Elevation=586,5
~ i ? ~ N W
I I ' ll _ - u i
~ ~ S I y l.. i~ ~ ti . ~ i ~ ~ 1 Bottom = ~ ~ ~ ~ ~ Wetlonds ~ ~ 1~ ~ .
~ ~ ~ 580.5 i y 's , ~ To Remain . ~ ~ 0 0 ~ ~ ~ IR CETAIL WE
~ ~;,m ~ ~ i ~ r- ` NOT TO SCALE
~ ~ Y ,
I ' ~ ' ~ ~ ~ / ~ ~ i I 9' to 18" depth i l ~ f ~ it i ~ ~ ~ ~ ~ ~ ~ y i; ~ w LAN w BMP
• - FoR
' ~ ~ i ' ~ i. ;i° t ~ ~ i ! 1
~ ~ ~ ~ Rock Channel ~ ~ ' 1. ~ E~ ~ ti r Clos9 1 ~ ~ ' t ~ I' , i 0 Ito 9" th ' ~ l~ Protection, ~ : ) ~ l ~ ~ ~p 18 65 RE TO S VS C tag" depth ~
nitar iS ~ I , b~ ~ I i ,'f' ~ ` I ropAs6~ 8: Sa Y 22'Lx25.5'Wx20"D ~ ~ ~ ~ ~ w W ~ ~
~"e eri'By ~eparate Plan ~ ~ ~ t~ ` \ V ~ ' ~ ~I w „ ~ i ~ \ V ~.V~ r.~ ~ . i 1.' \ ~ ~ ~I . ~ ~ , 1~ ~ i ~ ~ y~.. .I- ..I a I HWAY 29 AND PAVILION BLVD. HG T of Bank Elevation-587.5
oP - =586.5 CITY ~F CHARL~TIE Overflow Elewtlon
1 i ~ ` MECKLENBURG COUNTY, NORiN CAROLINA 3
~ ~ ~ t. l ~ _ _ ~ i _ _ r 9' to 1A' deplh. _ i ~I, ~ -,i t 3
r ~ ' ~ , c ~ 1,' i 0 to 9' depth - ~C ~ y • ~ ~ i~ fj POND NPE=583.85 p,~' ~ tJutlet Weir and
.r Oawnstream Bank la Be t/j ~
_ ~ 1 r ~ v ~ ~ ~ ~ ~ , i Extended Detention Starmw ~kr Wetland ~ ~ w ~ Stabil'¢ed Wlth Netthg w ~~Micro Ponl ~ 20' w~~de
p . s ~ %Exi~ting~~ ide ally' ~ 7-- 100 Yeor Flood Limits ~ ~ ~ ~ ~ NPE=583.85 ~ + ~ Bottom = \ _ _ _ ( ) 580:5. ~
- ~ ~ Egsem~h ~ r' V ~ ~ `Overflow Elev=S 6.~51~ ~ / J ` l l ~ ~ ~ - ~ Provide Double Row - ' i ~ To of Berm=S 7~5,'.~ - /
r P W I ,z`~ ~ f ~ ' ' ' ~ of Temporary Silt Fence \ , ~ ~ ~ ~ v ~ ~ u , -5e EW1 ~ ~ ~ z~_ ~
~ ~ ! ~uring Construction ~ ~ ~ ~ ` I I ~ 4 ~ ` ~ ~ ~ ~ 11~ ~ _ . -5eo:5 - _ _ _ ~ _ ,
~ ~ ~ 1, ~ ~ ~ ~ ~ ~ ~ ~ - ~ ~ , ~ ~ _ z
I ~ - ~ - Outlet Control 1 ' ~ ~ ~ Structure et C~antral WEIR SECTION Icture ~ ~ ~
~ . \ ` r, ~ ~ ~ ~ _ t ~ ~ ~ _ ~ Nor TO scaLE i~. PREPARED FOR: _ , c..
V ~ ~ t - - - ~ r- 1. ~ ~ ~ --587- ~ _ _ 14 ~4 ~ ~ R IAL CARPENTER COMME C
' x587.5 ~ T - VENUE WEST a _ ~ 745 CABARRUS A
'x 1 1 I 5 5 ~ Q _ ~ ~ ~ ~ _ - ( 87.5x ~ 5$6.5 F ~ ~ ---58-7- U ~t x~ ~ 5$6.5 `5$7- - _ ~U ~ x5 .5 ~ , ~ CONCORD, NC 28027
\ ri~ 7i ~ ~ 1 - l 7 ii 7 ~ V ~ - O ~ 587 ~
~ ~ ~ F. er; ~ 0 - ~ff7- ~ X ~ ~ ~ ~ CONTACT: JEFF CARPENTER
i ~ 0 ~ r 1 1 i ~ ~ - 1 1 O ~ ~ ` 704 -786-7235 ( }
I a _ 4 ~ ~ _ ~ ~ ~ ~ ~ _ 4
PREPARED BY:
r r 't~ W ~ ~ ~ ~ ~ Ex}~ 9 ~ 1
~ ~ ` ~ ~ A , l ~ r
i, i; r ~ / S l _ ® _ s
J •
iUC ~ ~ ' I ~ ~ / / Outlet Weir and
' ' ~ ~ ~ / ~ Downstream Bank to ( d \ ,l r. ~ ~ / Be Stabilized With ~ ~
- l ~ ~ ~ / / Netting (20' Wide) ~ ~ '-~-Emergency~Qnd Evans, Mechwart, Hambleton, & Tilfon, Inc. ~ Drain With VaIvQ Consulting Engineers
~ / ~ / ~ A7`I! lh.+ers ty txec_~Y,~e Par of V P, $.,1e?3 ~ O~ar~aryo, rdf; ?A2F?
LE / ~ Phone. [phone] Far: 7D45a8 0334
l~ j ; , GRAPHIC SCA ~ r ~ ~ ~ d ~ c ~o ze ~ _ M C M X X ~ / -
i ,r
f ~ ~ ~ i ~ ~
i . ~ f~ ~ I I in:.h - 7^ f?et
DED TEN EX
~ ~ in Wetlands To Remain ~ / Exist g ~ r ION ENT DET
l ~
1 ~ TER WA RM TO S
TAIL DE ND TLA E
r W Top of Berm ev.=657.5
I REVISIONS
16" Square (4 ) MARK Q4TE DESCRIPTION „ "Thick I
Concrete Apron ' / ~ oround Vdve Box 1 ~1
cs IF, ND / POND NPE=583.85 l
,~~~1,
----620- Existing Contour ~ ,~1~ 1
620 - Proposed Contour l~ pass B Riprop
~~~~\I ~ 5Lx5'Wx2'D
Drainage Flow Arrow ~F
Wetland Area - 0" to 9" depth
~i Bottom of Pond
Wetland Area - 9" to 18" depth FJev. =580.5
Date PROJECT NUMBER
~ c~ c;~ - -
L creen or Filter Fabric JANUARY 3, 2006 2005-1357 8' Valve on 6 Diameter PVC Wrapped Around End of
~ 'i Emergency Drain (Schedule 40) 0 -0.87% Pipe
C~. 1 Storm Sewer Pipe with Water Tight Joints Scale Sheet
1 1 1
EMERGENCY POND DRAIN DETAIL „=20'
7 NOT TO SCALE

i ~ ~ ~ ~ ~ - ~ ~ I i ~ ~ ~ ~ ~
~ ~ ~ ~
1 i I I I '
xi i l ~ ~ ~ 1 ~ ~ Est ~ ~
R W I ~ ~ I j~ ~ I
i ~ ~
j~~ ~ Orate as per NEENAH 3405
I / ~ I ~ l ~ ~ ~ ~ ~ ~ I ,,i 'i j i
~ ' - Propo ed - I - - ~ ~ ~ ~ ~ , / I Distance Yarles as Needed
y Im rovement I _ ~'i" i n n r n e ~ ~ - ~ Construct o Eta c to Accomodate 90' Elbow (1) 9" Hole at
rs I I Location ~ ~ I / ~ 583.85 Invert Top of Crate - 586.25
1 I ~ ~ \ ~ ~ ~ . - 1 / / ~ Window Elevation= 585.25 ~ (1) ~ 2' x6" Opening -
1 'V ~ / ~ ~ \
i 4 I , I ~ 614 Top of Pipe (w/ Solid screw cap)
~ ~ eflands Pe ed I r _ -585.0 Norr~o'~ Water i; Surface Elev.
- ; I I r ~;A ~ ~ - ~ ~ for F i 583.H5
I ~ p% ~ 610
Inv.=682.0 - 12" Diameter PVC
i ~ ~ ~ - ~ ~ ~ , ~ " _ (Schedule 40) Storm
~ ~ , I - ~ J ` ` Sewer Pipe (One of Pi e Piece P)
i_'~, i _ - 1 l r i ~ - - I ~ ~ I ~ i ~ , ~ - I ~ I r ~ Inlese Sted Sta r 15" Diameter Storm Bolts "Min) }
~ ~ I r ! , Sewer Pipe 0 1.0% + Bands and Anchors 12' Endwall
~l _t- l• ~ ~ ,i Structure to be FlIIed with Flowable Contrdled Density Flil
,j ~ , l~ ~ , ~ I After Instollaiion of 12' ? ~ ~Z Diameter PVC (Schedule
r1~( ~ ~ 610 _ , l t 40)Starm Sewer Pipe Riser ,
~ ~ ~ I, ~ , 1 ',~r / , ~ h~ ~ / . ~ Inv.=580.8 , ' _
I I ~ ~ I r _ _ i I - ~ ! - ,S ^`y, 12" Diameter PVC
~ ~ i t' fig' ~ l ; ~ j l ~ ; ~ ~ (Schedule 40) 0 -1.OX '-Inv.-681.0
1 ~ ~ 1 ~ ~ ! I 1~ Storm Sewer Pipe with
/ ~ r ~ i l~ ~ l "PVC Storm Water Ti9hi Joints 90' 12 Sewer Plpe Elbow
i r I ~ ~ ~ 'f + ~ I. I Catch Bas(n
~A~ li ~ I ~ or t ~ + ~ ~ heo ~ -r` i ~ ~ o ~ o ~ I I ~~~1111111111J~r
+ rn ~ r r 1 j I ALITY OUTLET STRUCTURE DETAIL ~ Ro''~- POND WATER U ~ ;•OC~L Sul
I~ l_ ~ ~ I ~ NOT TO SCALE ~ ~ S n . ~ Q- ~
- ~ I i ~ ~ l I ,Q = _ S
= 18 3 _
r ~ l ~ } ~ ~ ~ Rock ~ ~ 11, ' ~ 1 ~ ~ ~ 0 R nel ~ I
f , ~ ~ ection, Class 59 , ~ ~ ~ I r i ~ a E~ ~ Prntecti~dn,,,Cl J ~ ~ - ~ 15' " r '~~l ~ / , ~ '~~N N ~
1 ] ~ I l~"~ ~ !u =opr`~ ,'18.5' x18 D r i ~ - II a~ ~ ~ ~ ! F •
1 I i ~ ~ ~ I ' ~ ~ i ' ~ i ~ 0 ~ - 0" to 9" depth \ ) ' ~ LL ~~I11111111~
l ' - - i ~ - ~ i, ~ ~ ~ L
I l ~ ~ i . ~ , w r r, ~ . ~ I / , , / ~ „ ~ - - r ~ ~ 9 to 18~ ~~depth
~ 15'
~ r I l D i ~ ~ ~'I y,~. I .1 I ~ - 1, ~ I' ~ i _ ~ ~ ~r'r. 1..~' ~ ~ 1 i 3 3 Top of Bank Elevation=587.5
f I ! . _i ~ ~1 1r Overflow Elevation-586.5
W
~ ~ i ~ , ~ Botfom = r ~ ~ ~ f , r . w ' , ~ ~ r1 ~ .Wetlands 1~ , _ ~ i 580.5 I I ~~~To Remain ~ , L
~ i a~'' ~ 1 I ' i ~ ~ J r h_- 0 ~ Forebay ~ 1 ~ ~ - ~ ~ I~ WEIR DETAIL
t" ~ ~ i.f.~~ i ~ ~ 0 'i NOT TO SCALE
~ t"~ ~ ,r ~ ~ l ~ ~i ~ _ ~ ~ ~ . I I ~~s" to ta' eaptn ~ I ' ~
~ li ~ i~l . I r
' ; r l~ ~ ~ ~ r i ~ i.l: 1 u s1 ~ ~ 1 "5S ~ ~ ~ ~ ~ r ~ ~ - BMP PLAN
l - Rock Channel ~ ~ ~ i~1~- _ ~ ` - . ~ ~ ~ . li ~ ~ 1 ; ~ ~ r Protection, Class 1 ~ FOR
r r y I, Pko` bs 8'/ Sanitary ! ~ 1 ~._r . 1,; a ~ ~ i ~ l' P, ~ ~ 22'Lx25.5'Wx20"D ~ \ I ~ ~ ~ 1 ~ ~ o' to s' depth
~ , / r" ~e er/~v ~eparata Pian ~,a ~ ~ ~ ~ ~ W ' ` .l ~ ~ ~ ~ ~ J fs ~ "A f~ ~'i' ~ ~ ~ ~ ~ 1, ~ / 518 E#6 TOR VS S C
.1 ~ ~ ~ ~ , _ ~ /
- - Top of Bonk Elewtion-587.5 HIGHWAY 29 AND PAVILION BLVD.
f, l ~ ~ ~ i~r-r ~~i / _ - r r i, ~ Overflow Elewtion-586.5 CITY OF CHARLOtfE
~ _ r r. L. 1 ~ ~ - ~ ~ s' to ta' d to _ n I 1 ; ! ~ ~ ep , , ~ 3 MECK.LENBURG COUNiY, iJORiH CAROL1tJP. 3 ~ ~ 1 ~ V /
/ „ 0" to 9' depth = ~ C ~ r~ ~ 4~ l: r ~ ~ A i l l i ~ ~ 1~ ~ PONO NPE=583.85
~ 1 \ ,-1 i V. ~ ~i ~ \ r' I I Outlet ltie r an, Oewns'.-ecm Bank to 9e
E~i~tinq~' ide alkr,/ ! 7- 100 Year Flood Llmits ` Extended Detention Stormw ~kr Wetland -y ~~blicro Paol ~ Eo~semen , ; ; ~ _ / _ ;r0 P001 ~ \ S~.abl'zed w'th Netting (20~ 'title;
~ ~ r, ~ NPE-583.851 ~ ~ Bottom - - r' ' ; ~ .Provide Double Row is ~ 'Overflow Elev=5 6.~5i ~ - ~ ; ~ 580:5 atom = \ ~ 580:5. ~ ~
of Temporary Silt Fence ~ Top of Berm=S 715,' ~ ~ ~ E~ ~ ~
1 ~ ~ ~ - ~ ~ ~ - ~ ~ Ern ~ ~ ~ ~ ~uring Construction \ ' ~ I ~ ~ ~ i Z~~ ~ ~ k ~ 1 I ; ~ ~ ~ I '-580:5 - - ~ - ~
~ ~ 1 1 y ~ \ V r - /
~ ? 1- ; ~ Outlet ontrol
~ ~ ! Structure WEIR SECTION
~ NOT TO SCALE PREPARED FOR:
, I ~ - - -587- ~ ,1 / 1 x587.5 7--` - 14
~ l ~ ~ ~ I ~ - - _ _ I 587.5 5 i" Q _ ~ , I CARPENTER COMMERCIAL
' ,l l~ _ -58-7- -I- a - _ _ x ~ 586.5 ` ~5$9- - _ r _ ~r - 745 CABARRUS AVENUE WEST
`-:~ri~ in~j C~erhead - _ ~ { j 1 \ ~ ~0 l' ' Fc er ~ 1 0 -58-7- ,5 CONCORD, NC 28027 x 8`~.~. ~
~ ~ i I ~ X87- ~ CONiACt: JEFF CARPENTER
I ~ ~ 0 , , 1' ~ _ _s ~ ~
r , , ' 80 ,1 ~ ~7C4) 786-7235
~ ;Ex~t _ ~/W ~
~ ~ ~ PREPARED BY:
/i / ~ ~ i / ~ 1 ` _ r + ~ /
i: \ C C` rr: rl ~ / l \
~ ~I ~
' ~ I ~ / / Outlet Weir and ~ s ~ / ~ / Downstream Bank to
j~ j ~ / Be Stabilized nth ~ ~ / ~
N ~ ~ ~ / / Netting (20~ Wide) ~ \ / Emergency~Qnd ~ Drain nth Valve Evans, Mechwart, Hambleton, & Tilton, Inc.
1 / / / 1 ~ ~ ~ ~ Consulting Engineers
,I ~ , GRAPHIC SCALE / / A3^/Ur ersly E.+ .!Y~a Par~Lk ~illP 3al,~i~ ate wC%R-~2 ~ ~ Phonc.7n4.5ggns~3 Rar ,n4548~s3?n
/ ~ ~ 4~ ~ 1, ~ ~ / i ~ / ~ i M C M X X
~ - t ~ ~ /
1 ; ~ ~ ~ _ ~ ~ _
/ ~ ~ - IcE,t ~ ,
I 1 ~ xi in Wetlands To Remain ,r Est g TENDED EX
1 / 1 r
r ` NTION DETE
RMWATER TO S
rr Top of Berm N D D ETAI L WETLA
ev.-857.5
16" S uare 4' Thick ~ _ REVISIONS a ( )
LEGEND Concrete Apron ~ MARK DATE DESCRIPTION around Valve Box ~
1~~~ POND NPE 583.85
-620- Existing Contour ~
- 620 - Proposed Contour ;l,/,_ ll~
Drainage Flow Arrow
~ Class B Riprap ~ 5'Lx5'Wx2'D
Wetland Area - 0" to 9" depth ~
Wetland Area - 9" to 18" depth
Bottom of Pond \ ~ Elev. -580.5
_ , Sxistiag Csrognd i9 ka'-'"d - - - Date PROJECT NUMBER
\-6* valve an 8" Diameter PVC aeon or Filter Fabric JANUARY 3, 2006 2005-1357
Emergency Drain Wrapped Around End of (Schedule 40) 0 -0.87X Pipe
Storm Sewer ripe with
Water Tight Joints Scale Sheet
EMERGENCY POND DRAIN DETAIL 1"=20' 1l1
NOT TO SCALE

, ~
f ~ 1 ~ ~ U ~
I i i ~ ~ i~
~ C ~ ~ i ~ ~ l ~
Existi 1 ~ ~ ~ ~ ~ ~ ~ i ~
R w 1 ~ r ~ ~ ~ / ~ ( ~
t ~ ~ ~
~ ~ 6 ~ , ~ O8 ~ ~ ~ / ~ ~ / ~ , ~ t.~, ~ , , I ~ ~
~ ~ i / ~ y Grate as per NEENAH 3405
~ ~ Propo ed - ~ -L i ~ ( ,/i ~ i ~
y Im rovement ~ ~ ~ / I i/ / ~ _ ~ ~ Construction Entrance Distance Varies as Needed _ to Accomodaie 90' Elbow
rs - - - - Location i / (1) 9" Hole at
l l ~ _ U~ 583.85 Invert I~j / --Top of Grate - 586.25
: ~ 1 1 / I ~ ~ i l ~ , ~ ~ Wlndow Elevation = 585.25 (1) ~ 2' x6` Opening
i l ~ 4 I` 1 A. -
I 1 ~ ~ 1 1 614 elands Pe ed 14 ~ ----Top of Pipe (w/ Solid screw caD)
i ~ ~ ~ l ~ - - ~ ~ i ~ ~ f r F' ~ ~ ~ , ~ i ~ X585.0 Norma! LNaier
f Surface Elev. ~ = 583,85
i i, , , ~ ~ ~ ~ - i ~ 6t o ~ fi10
~ ~ ~ f ! 13 ~ Inv.=582.0 ~ 12" Diameter PVC
~T ; ~ ~ ~ , ~ - - l ~ (Schedule 40) Storm
I ~ I ~ 1 f I ~ ~ ~ ~ - I ~ : Sewer Pipe (One Stalnlese Sted Piece of Pipe)
I 1 ~ ~ ~ ~ ~ I 1 i meter Storm 5 Da I "Min Bois Sewer Pipe 0 1.DR ) t,
-t` ~ ~ l ~ , Bonds and Anchors Structure to be Filled with ~ -12` Endwall
~ ~ ~ i i~ ~ ~ ~ i r , f ~ , Flowoble Contrdled Density FlII
~l ~ ~ siD ~ ~ _ 1 1 _ After Installation of t2` ~Z Diameter PVC (Schedule
I ~ : ~ ~ % 40)Storm Sewer Pipe Riser
~ r r l ` ~ ~ ~ --1 _ ~ ~ - ~ 1 _ - 1 ' Inv.~580.8 , ~
, , 1 ~ ~2~ l ~ ~ ! ~ ~ ~ ~ 1; ~
~ , ~ I ~ ! ~ ~ ~ ~ ; I r t , r 12' Diameter PVC (Schedule AO) 0 -t.OX ^~Inv.-581.0
l r/ 1 j I Storm Sewer P' a with 90' ~ t2" PVC Storm Water Tight Joints
~ ~ ~ i l j ~ ~ I ~ I , r, ~ ~ c Catch Basin Sewer Pipe Elbow
o.~_ ~1 l ~ ~1; ~
ail .t ,
~ ~ ~ ~ I ' POND WATER QUALITY OUTLET STRUCTURE DETAIL ~ 1~ Rp
~ , ~ I 1 - 1' , ~ ~ ~ i r ~ - ~ NOT TO SCALE ~ 0 $ ;
1 ~ ~ I ~ ~ ~ + ~ . ~ ~,0 `Q
1 ~ ~ ~ _ i ~`v r ~ ' ~ + Rock I ~ S _ - - 18 3 -
~ , I ~ 1, ~ _ ~ ectwn, Class 590 R nel,~' ~ ~ I ~ ~ ~ J ~ ~ ass > - 15. Prntecti~n,,O1 j ~ ;
r i I1 1 ,~~E>5 " ~ ~ ~ ~ ,'18.b' . Wx18 D ~ ~ ~ ~i ~h E. . ~ N ' iii`
1 ' ~ ~ i ~ ~ . l o ~ r F .
~ 1 ` ` ~ f ' - , ~ . Q ~ ~ ~ ~ 0• to 9 depth ~i. ~ . j . ~ ` ~ ~ ~ i F ~ ~,i< ~~rnnnn~
~ ~ / ~ i- , ~ I ~ ~ f { w a
- 1 I _ : r r i , ~ i
1~ - - _ ~ ~ 1 I , ~ t s'
l'~ ~ ~ u , ' ~ r ~ , ~~I. ~ v. r ~ 3 3 Top of Bank Elewtion=587.5
i r : ~ i, I ~ - ~ \ / ~ ~ ~ ~ t ~ ~ i ~ .I ~1 1(- ' Overflow Elevoiion-586.5
~ ; ~ ~0 ~ dam- Bottom = ~ ~ r,I ~ ~t ~ ~ ~ ~ I~~ ~ ~ W1 et an : f ~ r. ds ~ u
~ ~ ~ 580.5 ~ ~ u s ' ~ To Remain ~ I ~
I , , r ~ _ ~ ~ Forebay ~ rJ ~ • : / ~ f ~ w ` ~ W IR DETAIL E C
r i i~ ' ~ NOT TO SCALE
~ ! ~ _ _ _ _ _ i ~ - 9 to 18• depth i ~ f ~ ~ ~ ~ i i ` i; y i r y
1 ~ i 1 I.. I a y
~ i ~ ' ~ Rock Channel ~ ~ t ~ i ~ / Protection Closs 1 ~ , BMP PLAN
:~l ~ ~ ~-~Pko ps9~ 5" Sanitar ~ ~ _ p y 22'Lx25.5'Wx20"D ~ ( ~ ' FOR
~ ~E er Etv ~eparatP Plan ~ ~ ~ ~ ~ .0" to 9• depth ~ ~ C i ~ i t ~ ~ a l,' ~ stn ~ ~
W . CVS STORE # fi518
~ ~ ~ ~ r { ';I~ + _
/ ~ I ~ A ~ ~ - Top of Bank Elewtian-587.5 HIGHWAY 29 AND PAVILION BLVD.
~j l i~ _ _ - - 1 ~ - _ _ ~ I ,ti \ , Overflow Elewtlon-586.5 CITY OF C'HARLOITE
' i~ ~ ~ ~ ~ ~i 1--A•~to~18• depth- ~ y ~ 1, l' A .j / ~ ~.~i ~ ~ ~ ~ 0• to 9• depth ~ `C ~ ~ j ~ ~ A ~ 3 MECKLENBURG COUNTY. 1JORiH CAROLINA \ 3 ~ -11
j ~ , ~ ~ ~ ~ 1~ / ~
E q;~ idea k~ ~ - . ~ ~ ~ ' E~ semen I ~ ~ ~ ~ ~ Extended Detention Storm~r r Wetland~.~~ ' ~ Outlet Wer and PaND NPE=583.85 ~~ICrO POOI Dcwnstrecm Bank to 9e
~ ~ _ ~ ~blicro P / / i ? ~ ~ NPE-583.85 ~ ' ~ ! , ~ ~ ,Provide Double Row ~ ~ I _ ~ ~ ~ ~ ~ Bo~tton ~ Bottom ~ Sabi'zed With Net±l^c,
~ ~ F r s 'Overflow E ev-5 6.~r ~ - 580, + l ' ; of Temporary Silt Fence ~ ~ T of erm= 7 ~ ~ ~ ' ~ ~ ~ ~ ~ 580;5. ~ (zo' wee) ~ ~ A ~
~ ` ~ ~ ~urin Construction ~ ~ op B 5 , ~5,. - ~ , ~ ~ ~ . ~ 9 's _ ~ EYV1 ~ ~ \ EW1 ~ ~
r, ~ ~ 4 ~ `J~--- ~ 1; i f ~ti ~ ~ ~ ~ ~ ~ . r'~ ` _ ~
l r ~ ~ /r ? \ \ r F, ~ Qj ~ ~ - ~
a r ' ~ ~ - Outlet ontral ~ 1 1 ~ ~ ~ ~ al
j ~ ~ ~ ~ ~ Structure ~ ~ ~ WEIR SECTION
l / ~ _ -~87,~ ~ ~ NOT TO SCALE
i o~ l-' l I x587.5 ~ 7 - _ _ _ 14 vl ~ ~ ~ ~ ~ - - - 14 PREPARED FOR:
~ - - _ ( ~ 587.5 S ~ 0 _ ~ ' ~ ~ _ X8-7- - _ ~ 586.5 'S$7- ~ ! - _ I - _ x o ~ 5 - -fir _ _ _ ~ ~ CARPENTER COMMERCIAL
~ r , -~:ci~ ing UVei hea ~ ~ 1 _ _ _ _ ~U lX x 5 .5 P P: er; 1 - ~ x5 .5 ` - 145 CABARRUS AVENUE WEST
1 r r~ i ~ ~ V ~ ~7- x 5~.~ ~ ~ CONCORD, NC 28027
~ _ i~,
I ~ ~ 1 ~ ~ ~ CONTACT: JEFF CARPENTER
~ 80 ! EY t /w _ 1--- - ~ ~ ~704J-786-1235
~ ~ ~1
~ u 1 i ~ ~ ~ ~ _ PREPARED BY:
r ~ ~ i - i ~ ~ ~ ~ , s -
~ j i ~ ~ .
~ „ ~ Outlet Weir and
~ ~ Downstream Bank to ,j j ~ / / Be Stabilized Wlth ~ ;
j " ~ ~ / I Netting (20~ Wide) Emergency~'Qnd
/ E~ ~ ~ ~ / / / r ~ ~ Drain nth Valve
~ ~ ; ; GRAPHIC SCALE ~ t ,a 4~ ~ 1, ~ Evans. Mechwarf, Hambleton, & Tilton, Inc. / ~ ~ Consuliing Engineers
~ ~ ~ H3'h U~faers fy rx ,dt'ae Pnn U P, S RP? ~ I. CoaVrev, rJr ?h25?
~ Phonn 704.548.0333 Fax 714 i4r30334 ~ ~ . « t.. !fit ~ M C M X X ~
1 ~ ~ f ~ ~ i ~,-,~h~~ ~ _ -
i _ -

1 ! ~ Exlstln Wetlands To Remain 9 ,
1 EXTENDED
l' DETENTIQN
i'
l~ STORMWATER
Top of Berm WETLAND DETAIL ev.=857.5
LEGEND 16` square (4' rniak) l ~ REVISIONS
Concrete Apron J I; \lI around Valve Box ~ MARK DATE DESCRIPTION
---620- Existing Contour l~ j ~ ~ POND NPE~583.85
- 620 - Proposed Contour
Drainage Flow Arrow ll~ ,,,i~
,~J ~i , 1. , l_; ;
Wetland Area - 0" to 9° depth ~1,~ 5' ~-I gees B Riprop
~ 5'Lx5'Wx2'D ~ ~ ^
Wetlond Areo - 9" to 18° depth
VI.L -.L OVl1-1. VI 1-1.
_ ~xbtin~ t3Yg - SxbtiN t3Yound - - - - Elev. - 580.5 Date PROJECT NUMBER
6' valve on
Emergency Drain 6' Diameter PVC Lcreep or Filter Fabric JANUARY 3 2006 2005-1357 (Schedule 4(!) 0 -0.87% Wrapped Around End of
Storm Sewer Pipe with Pipe Water Tight Joints
Scale Sheet
EMERGENCY POND DRAIN DETAI_ - 1"=20' 111
NOT TO SCALE

3~dOS Ol lON
d ~ON30d3W3 = 30 NI'dda aN0
oz M ~ l I'dl l~
}aayS al°oS c}ulor +U~.1 ~a}DM
y}iM adld Y.Mas uuo}S edld %LB'0- 0 (Dlb DInPD4oS) ula0 ~(aue6~eur3
~ ;o pu3 punay peddo~ Ond ~3}awg0 ,9 uo DnlDq ,g
c~~~-SOOZ 9002 ~ l~~'df1Nd(' ol~gDd ~a}~ ~o uaab _
a3ewnN 1~3road a}°a y}dap 86 0} .6 - oa~y puopeM ~
5.095 = •^al3
Puod 1o ub}}og a l1D y}dap N6 0} ,p oa~y P R M
~ ~ ,,r Moaay rnolj a6owo~4
O,bxM,Sxl S ~ ~ - dD~dla 8 ~Dp ~ ~ ~ ! ~1 ano}uo~ pasodo~d - Ol9 -
g ,_.,l 1' ~ , (~lll , Ili , ~no}uo~ 6ugsix3 -OZ9- ~r
~l
~ ~h~
S8'£8S-3dN ONOd '~i~ ~ f~~ j~~ xo8 enWA PU(10J0
i zD DwDi aoi u s!nDa 90-U-10 l uoudy a}a~D000 DzIS ~.d/ a .0 !.0 PD ~ (~plU1 ,4) e~Dnbg ,9l ~ ~
NOI1dRJOS30 31Y0 HdVW ~ f r
sNO~ln3a S'LSB~'na c
uuag }o dol f
3M 11 Nd as 13 lld I~
Ol W~ dM I'
X31 h l ~
Q ~ ulou~a o s uo~} 13 N3 p OIl ~ 1 N o s uo a 6ui~six3 1 P I~ M r
~d~l o~ - 4 i i j i
X3 _ N31 a3a
~ ~s
i~ ~ co oz
n x a w ~ ~ I _ \ / 31 ~ i , T ~ d S ~IHdd~~ ~ ~ ~ I
vtau~cSV~L.ao~ 4ti~U8Y5C0(ouaUd \
,~I duu ~n~,~ l °ni~, ~~i(1 ,iod d: p~,dx~6~,iao,~ll iGEB V / / s~daw6u~• 6uillnnio~ ~I°A 4}!M Ol°Jd / 3 / eP.M OZ 6ui}}aN / / ~ ~ ~ ~ ~
bn u~ .t°ua6~aw3 ~ ~ ~ _Sul'uollil'8'uo~alqu~aH'~ar~MyoaW su 3 P / y}!M pazlllq°}S a8 / ~ ~ ~ i s
~ ~ ~ o} ~uog woa~}suMOO / / puo ~IaM }al}n0 / / / ~ r r
~ / ~ / ~ ~ ~ / ~ ~
/ ~ h / ~ ~ 1, I
~ - \
- - _ _ \ ~ O \ 1 V ~ M j 4 a~1't 3-. ~ j ~1 ~
. 1 ~ _ ~ f ~ ~ ~
A8 43ddd3dd ` , - - - - - _ ~ ~ \ S 085-______, `x ~ I
~ ~ j 'a
s z~ 9g~ Igo/I ~ ~ , p 1~ ~ a i 1,~ ~ 7 }T r 1 podya ~ ~ j r~ ~
~31N3d~b~ ~~3f ~l~b1N0~ ~ \ '1 ~ _ ~ i 7 y ~
~ 5' Sx K1n~ _ ~ ~ , , _ _ - -L$S- _ _ ~
LZ08Z ON "O~O~NO~ ~ -cam _ Sses X ~ S S'~ss ~
M 3(1N3~b S(1~~d8d~ SQL ~ p _ _ _ _ _ _ _ - - 1S3 ~ ----1 -____1 1 q'LBSX 1 ~
W ~ ~31N3d~b'~ ~ ~t ~ 1d1~~3W 0 ~ j ~ _ ~ - ~ J`7 '
_ 3lVOS 0: lON ~ a~n}°n~}S •b0~ a3ddd3dd - ~ 1 ~ ~ 1 C \ , t ~ ~ ' ~ ~ ~ ~ ~ ;~j,l
la}uo~ }apn0 ~ . N01103S d 13M - ~ A ~ I ~ r ~~J ~ ,
i7, A uoi one}auo~ 6ul~n ~ ; I r I
_ - ~ - i, ~ ,,i. I - \r f A ~ ~ ~ \ ~ ~ aoua~ }IIS ~(.ioaodwal } ~ ~ ~ I ; 3~ ~
\ \ tM3 ~ .u O / , , , 'SfL S ::~~,fL ~_=w~a8 ~}o dol ~ ~ ~ _ - Moa algnoQ aplnwd ~ l ~ ~
\ S~09S ~ ~ ~ql c MO J8A f ~ A ~ uAwa. 3 1~~9 5 ^al3 ~ o ~ 1 ; sP ~ _ ~ A s11~f~ pooh j ,oa,~ 006 ~ ~ l o ~a i~ ~ 6ui r~ 1 ~ 159'~Bq-3dN _ ~ A ~ ,~I P-~ a~_ 3
\ . wo} 08 ~ ~ 159' aD!M .OZ) ~ ~ ~ ~ . ( A ao ol~l T ~ Puol}eM wao}~ ~I}eM uiao}5 uol}ua}ad Papua}x3 ~ ~ ~ \ l; 1-.' ~
an i o I d .YV'~ 5cl'+lafr 4~IM P .1.9 i5 \ ~ ~ i- ~ aE of h,.og woa~}suMOQ \ ~ ~ ~ + \ ~ , ~ A ~r
~ duo ~iaM 7a11~0 \ ~ ~ _ 'I ~ Vi~P ,6 of ,0 ~ ~ ~
SA'C8S=3dN ONOd ~ l _ A J ~ ~ ~41~P .Bl Da "6." ~ 4 i.' / f ~ a. 1 - .'1 1. ~ r A ~ i ~ ~ , ~ ~ ~ / ~ 4 O
I I~ A ~ 1. ) h . ~ \ 11/ ~ J ~
brvno~w~ H1HOrv ~irvno~ ~~narv3~~~3r~ .uo MD Ma,wno - ~ •r S'98S Ii 13 ~ l'.' i. i ~ i
~ dH~ ~0 A11~ i Dna uD o do \ T 3llC 121 5 L8S 13 ~ 8 } 1 ~ ~ ' ~ ~ ~ ~ , ~w
~ r 1,bMH`JIH T ~ ~ 1~ ~C1n19 NUi ~Indd _,Nb 6Z n m I ~ ~ 1~ 1 f~ ~ uo e ~~~oda tig ~a,~ag ~ ~ ) !v r ~ Id 1 ~ ~ x S'SZxI lZ Sao ~ uo ' sc~do~' - 1~ ~ ~ ~r~ ~ ~ ~ ~ 4.OZ M. S ~,8 , ;d ~ ~ s
r~ ~ y}dDp .6 0} ,p, r ~ 1 . ~..i l~. , . i , r 6 ssol~ uol}oa}ad ~ ~ ~ ~ s i ~
i ~ . S11 ~ ~ S Ol , 3~ n 59 ~ . 8~ la~~oy~ ~~oa - ~,f, ~ i ~ ~
. ~ N0~ ~I~i n ~ ~ ~ - ' f ~ ~ ~ ~ n~
T ~ ~ T , ~
N`dld dW9 ~i.. 1~ i Ir ~_4}dap T ' ' i O ~ ~ ~ \ A Q li
n ;r IdOS O1 10N r. • ~ 3 , l r r
a ~ . i~ L' V' ~ ' 'UIDUJa f. I , ~ O O ~ ' r o , ~ , , , . - ulowa~ of . . ~ : ~ ~ ~ p . ~ S 08S ~ ~ ~ ~ ~ a ~
~Id13a dI~M T ~ a., - Spu° I ~ 1 J ~ spuol}aM . ~ ~ wok}og ~ ~ ~~~i ~ \ ~ ~ l ~ ~ i ~ i n
i ~ ~ .1 . J l . r' ~ ~ ~ ~ ~ ~ ~ r ~ ,
r o~ . , ~ , r~ A < V ( ~ ~ ~r ~ - T
•'~;~I~ - ~ 4~1 ; i
S'98S-uol}Dnep MoWawO ~ ° ~ ~ . ~ i ~ I S ~ ~ ~ o
5'Las j r ~ ~ i ~ ~ ~ ~
5L m ~ „ ~ ~ • ~ T r Q V ~ ,r, T ~ ~ _ - I ~ S _ i ~ ~ , ~ ~
I' ~ ' 1 ~ 4} I ' ~ 1
\ , r ~ ~ ~ ~ m i ~ ~ .,m ~ ~ o ~ ~ ~3d0i5 ~ ~
9 r aw9lXM ,,SBL ~ ~ ~5l A ~ u~so~ o~ ssa~r;•, ~ ~ ~
~~~~~~~I~~~/~ ~ z l' ~ i, , • ~ - ~ ''U I oa UI ~ } ~ f ~ i r i~J Z. T I I~ ~ 69 ssol~ uogoa ~ a j , 0 00 f .h
~ a ~ ~ i ; ~ i 1,1 ~ t ~
j j' ~ ~ I , ~ ~ ~ ~ r ~ ~ ~ - -
I - g = ',1 ~ ~ ~ i ! ~ ~ ll~ ~ , ~ i
_ - ~ 1 - D = ~ \ ~ r. ~ jj~ ~ _ \ ~ ~o ~ ~ ~ .
~ ~ 3~dOS O1 lON • ~ I i ~ 1 [ ~ 1D ' ' 1 ~ y '
d31dM aNOd Jul Ind (1 / I ~ a , i 1 1 \ + ( ~ ~ 1
o ~ (1d1S 13~1f10 ~ ~ ~Id130 3d(110 e~ I I' ~ I 1 ~ 1 ~ I ~ 1 1'
ulcDg y~}DO \ ~ ~ fI I ( I ~ 1 ~ I
Mogl3 Ddld ~DµDS ~ olio}S OAd ,8 .O6 ~ ~ > ~ ~ ti`r <~y ~ a i i ~ \ ~ O ~ i 1
s}Wop }y6u ~a}DM 1 y}IM Ddid JDMDS W10}S ~ ~ _ 1 ~ 1 _ A - 1 i ~ , l
.•nu - XO'L- 0 (OY DInPa4oS) ` O't95 I \ OAd m}DwgO ,8 -•-•T,•~•-'S' 1
~ l ~ A ~ ~ ~ ~ ~ - - - ~ ~ o~ ~ r ~ ~ ~ i i ~ ~ ~ ~ 7~ ; it
8'085-'^ul - ~acla adld Ol9 ~ ~ ~ ~ a ~ J ~ ~ ~ ~ \ , ~ I f~ ~
' mMaS uuo}S(01• alnPa4oS) OAd ~ ~ i" ~ A ! ji i ~l ~ ~ ~ r ~ ~ _-4-- . ~
~a awD10 8 }o uol}DpD}sul ~a}}y } ~ 'r j.'~ ,(}IsuaO PDIW~}uo0 algDMO~ IIl3 ~ ~ ~ ~ ' ! r i
r LI}lM paps aq o} am}Dnl}S ~ ~ ~ A i ~ j ~ ~ ' ~ i
uDSUD IIDMPu3 ,8 a sio4a yWy P P 8 %0't 0 adld ~aMaS 1\ (UIw .T) ~IDB -U110}S JD}DWDfp .Sl i r \ I I I ~ ~ Q ~ ~ 1 ,
aoai ND}S seDIWD}S ~ \ (adld ;D .d V / \ ~ r ~ ~
DUQ) adld JDMC$ .i~, - \ V ~ ~ J ~ , ~I ~ ~ ~ I ~ . / ~ ..G. 1
uuo}g (Of DInPD4D5) , O1d ua}ewD10 q9 - O'ZBS='nul ~~l ~ ~ i ~ ~ ~ 7 Qi ~ ~ ~ l
019, \ © ~ ~ , ~ ~ ~
- \ - I i ao i - 1
5s yes = \ ~na13 aoo~~n5 i 1 ~ a a s u~~~a ,
p ~a}oM ~ow~oN O'SSS~ '~~9 d ~Ip _ , . ' ~
dDD Maroc plloS /M) adld }o dol - T'~ V ~ ( \ ~ , ~ _ i
x 1 ~ ~ 1 ~ r` ~ - s~ l ~ 1 J U01}D~O~ I ~
6uluadp ,g ,Z ~ (l) ' - one Mo u SZ'SSS uDR D P VA ~ I ~ _ }uawanoa wl aouoa}u3 uol}one}suo~ a ~ pa odad
o do u . a Di I S8'C8S 1 } Ol '985 SZ }D aMH •Z (t) ~ ~ ~ / , ~ ~ _ _ ~ I
D D WOJ9 0} ~ , ~ / Mogl3 .06 1 PD d ~ ~ i ~
DN 6D 6DIJ0/~ BDUD}61Q ~ ~ PDPD ~ ~ ` _ 1 l ~ A \ 8pg / I
90*2 HVN33N s /
Jmd SD DJDJ3
i O ~ I1 r'
J-N M
,
1 ~ 1
,

. \ r ~ I ~ i~ ~ 1 I I 1~, N ~ - ' 1, ~ ! ~ ~ I I I
I ( ( l i
v; ~ ~ ~ ~I I ( ~ ( I
Existi - ( i I ~ _ - - - - - - j _ I ~ .
/ ~ ~ I II N II
I ~ o r l ~ ~ ~ i
~ ~ ! , I I 608 ~ ; ~ ~ ~ % i
~ I ~ ( ~ ~ Grate as per
i 1 ~ / ~ ~ ~ ~ ~ ~ _ Propo ed - - i r , NEENAH 3405
Im rovement ~ / ~ ~ Y - / / / /
rs j Construction Entrance ~ . ~ V ~ Location ' 1 Distance Vanes as Needed to Accomodate 90 Obow
( ~ ( ~ ~ 1 2" Hole of ~/j ( ) 56.7.851nverE - - _ ]Ilj Top at Grate 586.25
~ ~ / ~ \ ( ~,y ~ ~ ~ ~ I 1 Window Elevation =585.25
~ 1 ~ ' ( \ (1) ~ 2' x6. Opening
_ , et I a n d s P e ed I` ~ 6i4 --'r----- I x`
1 ( , , \ - v ; 1 , ~ ~ ~ , ~ for F' < y ~ Top of Pipe (w/ Solid screw cap) ~i ~ fix. -585.0
( ~ ~ I I ~ ~ Normal Water Surface Elev.
( i- ~ v i ~ v sto = 583.85
( ~ -r-~ ~ v ( - v _ ~ ~a 1 =
l _ ~ ~ , Inv,-562.0 ~ i 8• Diameter PVC
! ti ~ ~ i , ~ i~ ! 1 f j~ r ~ \ ~ i ~ ! ~ ~ ~ ~ (Schedule 40) Stor1 Sewer Pipe (One
\ Stalnlesa Sted ~ ~ ° Piece of Pi e 15" Diameter Startn ~ ' P)
Bolt, Mm) X Sewer Pipe 0 1.OX x'~ _ ~ P Bands and Anchors Qt
' ~ ' Structuro to be Filled with ~ - 6• Endwall Flowable Contrdled Densit FIII
t~~ ~ V 1 610 ~ ~ I Y a After Installation of 8• Diameter > j ~r ;v~
I ~ ~ ~ ,o'~ \ - - 1' ' , I \ PVC (Schedule 40)Storm Sewer ~ Pipe Rixr
, r _ - Inv.-580.8 ~ ~
J 1 ~ i ' 2~ \ ~ - ~ ~ 1 ( 1 ~ ~'1 l,~ -
i v ~ r ~ ( l ~ B' Diameter PVC
l !i v s ~ r (Schedule 40) 0 -1.OX ~--Inv.-581.0 Storm Sewer Pipe wfth
i i r. ( ~ \ f~~ 90' ~ 8• PVC Storm Water light Joints
~erl~ ~ -r' 1 ~ ~ rn ' ~ V l eo -r r? o ~ ~ \ 1 Sewer Pipe Elbow Catch Basin
f' ~ , ! ~ o°, ; l , ~ I
' ! 1 ~ \ F, ~ f ~ ~ ~ i 1; 1~~ i i k'~' ~~tUUlrrrrr POND WATER UALITY OUTLET STRUCTURE DETAIL '~r
~ \ i h ~ ~ r' ( ~ ti tip, ~ _ ~ CAR p ,
~ / 1 ~ ~ ' NOT TO SCALE I rrr ~~.~EE ! ~ 1
Ii a ! ' f r r ( ~ ( , , ~ \ Rock ~ a l
~ ( ~ 1 ~ ~ ection Class 90 R nel ~ ~ 1 ~ , ~ ~ i. access to ,~as~~n V A 5 ~ ~ I - = is = g =
, ( ~ , ~r ~ _ \ 15' ratectipn, ,Cl ( ~ ~ . ~ . . ; ~ '18.5' Wx18 D ~ . ~
i ~ ( i ~ / ~ e~,~ 'j I ~ a I L i ~ ~ ~ (li 1 J r~ ~ r GINF.~ ~ a rrrlll~~~ 5
~ ' ' ( ~ - r ~ ~ I ~ , rrrrl1r111V11111\
! ~ _ - ~ ~ ~ 1 ~ ~ ti _ W_ 1.~ w i ~ - _ - - - - ~ ~ ~ - - ~ r. I~ l s• to 1aF ~d~th ~ ' ~ S _ ~ W
~ ,A ~ 1 1 s'
~ ~ _ ~ 'I -I W 1- ~ f ~ ( _ I ~ 1 u" I
i- y i 1 1~ i, I ~ ~ 3 3 T of Bank Elewtian=567.5 ~i 1(-
y Overflow Elevation-586,5
~ 1d b / ~ ~ ~.J I _ I / \ \ if ~ ~.'.L ~.1 ~ r ~ ~ ~ ~ Botfom ~ ~ • + r~ ~ ~
r ' i i ~ 0 ~ ~ Wetlands W n ~ ~ 580.5 ~ , u- ` 5 \ 1 ~ To Remain ~ , ( 1. W
~ ~ ! ~ - - A ~ , . ~ ~ `i ~ - v
X WEIR DETAI L
~ ~ J i`, ! - - - ~ ~ ( ; ~ ~ 9' to 18' depth i i ~ , NOT TO SCALE
~ ' ~ ~ ~ ~ ~ ' I- y, ~ i ~ ~ ~ II 1 I' w f1, l` 1 I~ I I I W
~ ~ Rock Channel ~ , ~ ~ ~
' ~ % ~ ~ ~ i . ~ , .i~ Protection, Class 1 ~ ~ ~ ~ 1 ~ ~ ~ ~ :~l i /,--P,~opps 8/ Sanitary ( ~ -l ~ I 22'Lx25.5'Wx20'D tP ~ ~ ~ ~ ~ - BMP PLAN
~ a ~ ~ $e ~r ~y ~eparote Plan ~ ~ t~ ~ (1 ~ ,0" to 9' d'th ~ i ~ ~ ~ f a eP FoR
. l ~ f ! i d ~ ~ ~ ~ ~
! ~ ~ l ~ ; 's ~ ~.A - ~ i ~ ~ ~ - ~ j ~ j ~ ~ ~ i~ ~ ; - V C T S S RE 0 # 651 8
r Top of Bank Elewtian-58;.5 / HIGHWAY 29 AND PAVILION BLVD.
N ~ j r ~ ~ j j ~ ~ _ - ~ ~ ~ a - `I \ Overflow Elevation-586.5
- r r i"(~ i O'to9'd th ~ ~ ~ \ CITY OF C~1ARL01iE ~ 3 ~ 3 MECKLENBURG COUNTY, NORT-i CAROUNa
\ 1 ~
"Exi~tingiSide a14~ ~ l r ~~_100 Ye r R ~ ~ ~ A Eolsem@~t % a ood Limits ~ ~ ~ \ ~ \ ~ A Outlet Weir ant POND NPE=583.85
l~ j i ; ~ Extended Detention Stormw r Wetland r j ~ ~ , ~ . 4 ~blicro Ponl \ `1 1 - r °i / NPE-583.85 ( Bottom = ~ ~ ~vilCrO POOI ~ Ocw~stream Bc-..0 3e BO~tOm Sr~'-zed With ~e~~~c
~ ' ! ~ ! / ~ ! .Provide Double Row + ~ ~ ~ v ~ r i ' s - `Overflow Elev=5 6.~5~ - 580:5. ~ j' of Temporary Silt Fence ~ ~ Top of. Berm=S 7~5;~ ~ ' ~ ~ ~ ~ _ \ ~.2~ Wae) 580:5. ~
~ r ~ 1, buying Construction ~ ~ , ~ >v,~ - ~ EVY1 EW1 ~ ~
! . r, ~ , ~ ~ ~ z ( i~~ A ~~~l, ~ -5eo:5-- ~:5--_ ~
~ ~ - ~ _ y \ ~ ~ ~ I.
~ I v ~ _ _ ~ v . , / ~ ~ ~ Outlet ~C~ontrol
I ~ I ~ ~ , ~ ( Structure ~ , ( ~ ~ WEIR SECTION
\ l ~ --587- ~ ~ ~ ~ NOT TO SCALE
~ , ~ ~ x587.5 T'---- 14 i ~ ~ l - PREPARED FOR:
r ~ _ l'~ h - 1 ~ / ~ r~ ~ ` ~58-7--(_ _ 587.5 5 ~ X86 a - ~
r I _ x .5 ~5$?- _ r ~ ~ ~~-r~xi~ i ~ ,overhead , ~ - _ _ /f , ( - _ _ ~LJ lk x 5 ,5 ~ -ssr CARPENTER COMMERCIAL 5 ,g \ ~ ;,il,
P e 1 ^ ~ 745 CABARRUS AVENUE WEST -58-7- ~ x 58F.~, ~
i 1 - 0 --58-7- - ~ ~f \ 0 CONCORD, NC 28027
~ _ , ~ ~5gp. ~ , CONTACT: JEFF CARPENTER
rr ~ _ ~ ~ i `-~Ex~f ~~W i - ~ ~ ~ 1'4 r, (704)-786-1235
~ i ~
~ Q
~ ~ ~ ~ r ~ ~ - ' ~ ~ ~ ~ ~ S - PREPARED BY:
! ~ i ~ i ~ ~ ~ - _ \
' ' „ ~ , ~ ! ~ ~ ~ Outlet Weir and
i' ~ Downstream Bank to
~ ~ / / Be Stabilized With 1 v t,, ; ~ 1 ~ ~ / l Netting (20' ode)
t ~ ' ' / / Emergency~Qnd , ~ Drain Wlth Valve
1 ' GRAPHIC SCALE s ~ r , ~ ~ ~ Evans, Mechwart, Hamblefon, & Tilton, Inc. / ~
f - t l ° l N; ~ ~ 1 ~ ~ ~ ~ ~ Consulting Engineers
~ ~ ~ t~ j~ ~ ~ \ A30/ Uri ~~ers ly ExeC!~:e Yerc LF; e. i,i IP I. (~~oi r;RP r ~ 1N2~? ~ ~ , . _ ~ - - Phonc]04.548.0333 Fax: 7q4 548 D33d
~ ~ ~ r I - feet ~ „ M C M r X V i
~ ~
Existing Wetlands To Remain
r\ , EXTENDED

i DETENTION
! TORMWA
TER Top of Berm
ev,-857.5 WETLAND D ETAI L
LEGEND 16• Square (4• Thick)
Concrete Apron \I ~I REVISIONS around Valve Box ~l~
- 620 - Existing Contour I MNtK IUTE DESCRIPTION
- 620 - Proposed Contour 1 01-11-06 Revised Orifice Diameter/Pipe Size 1, l t POND NPE-583.85 l~~
c. Drainage Flow Arrow ,ll~° ;l//~.
I
Wetland Area - 0' to 9' depth I_~ ,~,ri
~ I ~ pass B R( rap ~ 5'Lx5Wx2'D
Wetland Area - 9" to 18" depth i
I._
Bottom of Pond
_ €xbting gonna _ C. - ixisting goons - - - Uev. - bbu.5
Date PROJECT NUMBER
~.a 6' valve on Emergency Drain 6' Diameter PVC L creep or Filter Fabric JANUARY 3 2006
(Schedule 40) 0 _0.87% Wrapped Around End of 2005-1357 Storm Sewer Pipe with Pipe
Water Tight Joints
Scale Sheet
EMERGENCY POND DRAIN DETAIL
1°=20' 111 NOT TO SCALE

ti
~ r 1 I ~ v l~
' ---J-------
r ~ ~ ~ i i ~ / ` 1 N ;
' I ~ ~ a l EX19tlf~ ~ ~ , ~ ~ o
w 1 , ~ ~ ~ I R~ ~ ~ t r~, l ~ / ~ , , ~
~ ~ ~ 6p8 ~ V ~ / ~ Grate as per NEENAH 3405
1 1 ~ ~
l 1 ~ ~ i j ~ 1 ~ ~1 ~ ~ ~ ~ Distance Varies as Needed 0 to Accomodate 90' Elbow
~ ~ , , , Propo ed ~ ~ ~ ~ ~ 1 2" Hole at O 583,85 Invert - ~-Top of Grote = 586.25 ' i i
rovement ~ ~ ---J%~ Construction Entrance Y I m ~ ~ i ~ Window Elevation - 585.25
rs l Location y - r l I i ~ ~1 ~ti,~~, (i) ~ 2x6 Opening
1 1 / ~ \
- - , 1 1 ' ~ 4 I ~ ~ ~ ~ 614---T----- f Pi e w Solid screw cap) ~ ; Top o p ( I =585.0 Normal Water
~ Pe ed~~ ~ ~ ~ - ~ ~ etlands ~ _ _ j ! ~ ~ Surface Elev. 583.85
/ ~ - ~ I for F' ~
,A 1 v 1 ~ ~ ~ i ~ + ~ ~ I v sl a ~S ~ \ ~ 10
j ~ ~ i ~ ~ i ~ ~ ~ I Inv.=582.0 - 8° Diameter PVC
i ~ - ~ ~ A ~ f ~ ~ , Schedule 40) Storm ( - Sewer Pipe (One ,
, ~ x i, 1 13 ,~~/i ~ ~ Piece of Pipe) Stofnless Sted ~
i , , ~ - - - - ~ I~ ~ ~ ~ l ~ J 15° Diameter Storm Bolts Min) ~ f ~ , Sewer Pie 0 1.OX chors II P -
1 1 1 ~ 111 l~ I I I ~ ~ ~ ~ ~ ~ Bands and An B" Endwo cture to be Filled with - ~
~ ~ 1 ~ v i i , FlowoNe Contrdled Density FlII u~ " r
--t- ~i1 r , ~ v v After Installation of 8" Diameter ` 1 ' PVC Schedule 40)Storm Sewer
v Pipe Riser ~ ~ Inv.=580.8
r , ! i A A 610 ~ 'C I ~ ~ ~ / , G _ ~ ~ ~ , ~
, i . , , ~ v - I , ~ ` x. ~ - ~ ~4~ ~ B" Dlometer PVC
, ~ ~ r, ~ ( ~ ~ ~l 2~ ~ ~ ~ Schedule 40) 0 -1AX ~--Inv.-581.0 ( Qj Storm Sewer Plpe with
, i ~ ~ ~ Storm Water Tight Joints g0' ~ B" PVC
i r ~ ~ i , t ~ l~ ~l i Sewer Pfpe Elbow Catch Basin -
/ ~ , , i ~ ~ ~ I , , ~ ~ t ~ ~ ~ I ' 11111111111//,
i it 1 ~ \ 1 I ' 1 , v ' J ~ \ i" I , ~ ~ , - ~ TAIL ,,1111 CAR , TLET STRUCTURE DE ~ o ,
v ,_-r- rn ~ ~ ~ ~ Crhep 1' r ~ , O O ~ - - ~ ~ , ~ o, ~ 1 \ ~ ATER UALITY OU , ~ ~ , POND W OC~l 1111 I r EE ~
I ~ A ~ i ~ I NOT TO SCALE : ~ l; - a
r . t ~ I ~ f, 1 ~ ~ { ~ ~ \ ~ ~ . ~ = 6 =
~ f ~ A ~ t ~ -
~ ~ GINE~1~` r/I X11 c~r
a f Bock ~ ~ I. !i , ~ ection, Class 590 R nel, s , ~ ~ ~ , I ~ ~ ,,OF,R11,
~ 1~ i r ' ~ _ xatecti~n,,~ I , ~ r ~~;1 ~i ~ ~ ~ ~ '-1 Access ~a ~asm \ \ 15' N ~ Wx18"D u, ~ ° \ ! _ iy '~~rrllll,lltll`
' ' ' ~ ~ s'o e~ ~ '18.5' ~ ~ Ali j l ,j~~ ~ ~ ~ P , ~ ~ ~ ~ ~ ~ ~.`.~.I~.~
O ~ , , 1 i ~ 0' to 9"depth ~ ~i ~ ~ ~ ~ ` ~ ~ ~ ~ ! 0
If ' ~ - - - - - - S r ~ ~ w I~ w 1 ~ - - ~ ~ ~1- ~ i ~ l l ~ ~ _ _ ~ ~ ~ , , - ~ ~ ~ ~ ~.'a' ~ to to depth- . ~ ~ ~ ti w 15
~ / ~ ~ l I ~ , ~ S._ , ~ y.~ .1 I'~ f .~I ~
V ~ - ~ is Y ' J ~ _ -.T i ~ ~ ~ ~ ~ ~ 1. ~ 1 ' 3 T of Bank Elewtion=587.5 ' 3 ` 1 I ~1
i / 1 ~ u. Overflow FJevotion=586.5
~ ' 1 y
~ ~ ~ f ` W
~J~~ ~ 1 Bottom ~ ~ Wetlands f~.
~ ~ 0 ~ ~ 580.5 i ~I~ !~~To Remain.~~~~ ;~I~~. ~ ~I~~ DETAIL WEIR
~ i 0 ~ ~ ~ Forebay I ~ rJ~ ~ ~.t. ~ ,nom ~ s, ~ i ~ ~ , ~ A A ~ A I i., ~ i_ ~ w w NOT 70 SCALE
Cl r ~ i i V A ~ f ~ _ . _ ~ _ A ~ . ,t i., I ~ _ ~ ~ ~ ~ - V ~ ~ ~ i , ~ i I~ ~ 9' to 18' depth !I i ~ I ~ y u y
~ i i i l / ~ ~ i , I i MP PLAN y B
i i 7 ~ FO R
F ~ ~ ~ r 1 W r -Rock Channel ~ W
i , ~ , ~ ;r ~ I ss 1 ~ ~ i ~1 ~ to r ' ~ ' , { ~ ~ ~ , ,r' Protection, C a c~ ~~i ~ f { eo' to 9" dep 18 65 rVS E# T R 0 S th p \
~ r ~ i ,~PJtopps 8; 5anltary 22'Lx25.5'Wx20"D ~ ~ ~ ~ ~ r ~ u- / ~ ~.a f t r I , ( ~ ~ $e ,fir- ~y $eporote Plan ~ S W y, ~
k~ ~ ! I ` ~ / ' W " \ V . HIGHWAY ?9 AND PAVILION BL D ~ Top of Bank Elewtion-58'7.5 `
~ ' ~ ~ ~ \ ~ ~ JJ ail J CITY OF CHARLOI lE Overflow Elevation=586.5
i / t I . w MECKLENBURG COUNTY. NORi-i CAROLINA \ 3
l l I;ir ( ~ ~ ~r >~~s•~tois'depth ~ ~ v 3 ~
~ r i ~ ~ ~ ~ ~i ~ ~ a V 0' to 9" depth ~ C ~ ~ ~ , . ~ ~ ~V ~ 1~ i ~j POND NPE=583.85 ~ ~ Outlet Weir and
~ ~J ~ ~ Downstream Bank to 9e
l- ir~ A ~ W tlan'd ~ ~ ~blicro ~ i~. ! r` , - Extended Detention Storm, tkr e w ~ ,i ~ Siabil2ed 'Kith Netthc ~~blicro Pooh ~ wlbe
Er.i~tin Side alk imit \ - ~ Botto 9~ / _ 1 100 Year Flood L s ~ A ~ ~ NPE-583.85 ~ ~ ~ ~ / 1 Eo~sement ~ A ~ - ~ I v=5 6.~5r _ - 58( ~ Bottom = _ - - - - - (zo ) ~ 580:5. ~ ~ - -
\ + `Overflow E e _ ~ , ~ ~ ~ i ; ~ ~ ! ble Row - ~ s \ ~ ~ , ~ ' Provide Dou s ~ ~ 1 ; ~ , ~ ~ ~ y lop of Berm~5 7~5,. w w / EIN1 / ~ ~ EW1 ~ ~
/ , ilt Fence \ r , of Temporary S r~~ ~
/ j ~ ~ buying Construction V ` ~ w ~ ~ - ~ ~ . ~ ~ -580.5- - r ~ ~ \ ~ i
~1~ Outlet ontro ) ~ ~ :rol TI ON
I ~ r ~ ~ ~ { Structure WEIR SEC
vi ~ r ~ ~ 1 FOR: . ~ NOT TO SCALE PREPARED
~ ~ ~ ~ ~ - --587 - _ 14 ~ ~ l 587, T 14 ~ CARPENTER COMMERCIAL
~ ~ x 5 ~ - _ _ i~ 1 ~ ~ - ' ~ 1 587 5 i` 0 r V NUE WEST ~ - ~ 745 CABARRUS A E
% l:' ~ - - - - ( •5 ~ 586.5 ~ ~ I 1 ~-58-7- - - - _ _ X 5 ~ '1~J lX x .5 1I - s.s ~7- - _ ~x x5 .5 ` , ~ CONCORD, NC 28027
_ ~ ~ X58`~.b_, ~ .
~ rf ;`-;'~xi~ i ~ ~4erhead I ~ O -5~7 9 ` ~ a l~' 'P e, ~ ~ 0 -5r}7- ~ CONTACT. JEFFCARPEMER
I ~ ~ 11 I~ ~ ~ ~ . T 4 786-7235 (10
~ ~ 1 ~ r, ~ 580._, C1 ~
~ l i ~ ' ~ ~ - ~ r ~ ~ ~ 1 ~ PARED BY: PRE
v ( ~ ~ ~ Ex f W ~ ~ ~ ~ - ,
i ~ ~ / ~ ~ ~ ~ ,y \
6 ~ l g ~ ( 'I s -
r, „ iV;
/ ~ / Outlet Weir and / ~ ~ ~ / / Downstream Bank to
/ / Be Stabilized With r
~ / / Netting (20' Wide} ~ t, mer one ~ nd thwart, Hambleton, & Tilton, Inc. J E g y VQ Evans, Me / Drain With a v¢ P
~ / ~ - n dOe Nnrc Dr~~P rl C)]nP„E~ , nr rile. u( 1)•~ H3.,/ U i ~ersly txe
l~~' i l P ~ GRAPHIC SCALE ~ ~ Phonc1n45480333 Fax:7n4548n34 / ~ - _ _ -
, ~ / j { ` ~ ~u za a'~ ~ M C M k X V I ~
r ~ ~ ~ w; r' r
~ ~ ~ Ji ll 1 l ~ ~
I i-,;;i~ - 20 feet U, DED TEN EX
i{,
/ r Existin Wetlands To Remain ~ ~ 9 i IN TO TEN DE

ER AT W RM 0 T
AIL ET DD N LA ET W
i _ r Top of Berm ev.=857,5
REVISIONS
1 > / ?AgRI( DATE DESCRIPTION 16" Square (4" Thick) /
Concrete Apron ~ ~ ~ ~ '~j 1 01-11-06 Reased Orifice Diameter/Pipe Size around Volvo Box IJ~
I~~ ~ , I ~ POND NPE=583.85 ~ ~ l
620 - Existing Contour ,l I, l~
- 620 - Proposed Contour " I ~~ll, 5' Class B Riprop ~ ~ S'Wx2'D
Drains e Flow Arrow 9 _ 5lx i
Wetland Area - 0" to 9" depth
Bottom of Pond Elev. =580.5
Wetland Area - 9" to 18" depth Date PROJECT NUMBER
~xistin~ 1xistinN .Lnq_ 6* Valve * Green or Fl ter Fabric JANUARY 3, 2006 2005-1357
Emergency on Drain 6 Diameter PVC Wrapped Around End of (Schedule 40) 0 -0.87% Pipe
Storm Sewer Pipe with Water Tight Joints Scale Sheet
1 1
EMERGENCY POND DRAIN DETAIL 1"=20'
NOT TO SCALE