20021607 Ver 1_COMPLETE FILE_20021007

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October 11, 2002
Mecklenburg County
DWQ Project #: 02-1607
APPROVAL OF 401Quality Certification with ADDITIONAL CONDITIONS
Northwest Corridor, LLC
Attn: Mrs. Olga Epple
13407 Mint Lake Drive
Matthews, NC 28105
Dear Mrs. Epple:
You have our approval, in accordance with the attached conditions, to impact 80 feet of stream for
the purpose of a utility line crossing for Cora Village Subdivision as you described in your application
dated October 4, 2002. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Number 3374, which may be viewed on our website at
http://h2o.enr.state.nc.us/ncwetlands. This certification allows you to use General Permit Number 12
when the Corps of Engineers issues it. In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and Erosion
Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval
will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the
General Certification.
This approval is only valid for the purpose and design that you described in your application
except as modified below. If you change your project, you must notify us and you may be required to '
send us a new application. If the property is sold, the new owner must be given a copy of this
Certification and approval letter and is thereby responsible for complying with all conditions. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be
required as described in 15A NCAC 2H.0506 (h) (6) and (7). This approval shall expire when the
corresponding Nationwide Permit expires or as otherwise provided in the General Certification. For
this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
1. Upon completion of the project, the applicant shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ that all the work included in the 401
Certification has been completed. The responsible party shall complete the attached form and
return it to the 401/Wetlands Unit of the Division of Water Quality.
2. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional
wetlands and waters or areas within 50 feet of all streams and ponds to notify the state in order
to assure compliance for future wetland and/or water impact. 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).

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send
a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the
Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone John Dorney at 919-733-1786 or Mike Parker at
our Mooresville Regional Office at 910-663-1699.
Sincerely,
Attachments
cc: Corps of Engineers Asheville Field Office
Mooresville DWQ Regional Office
File copy
Central Files
Jennifer Robertson, WNR, 217 Paragon Parkway, Suite # 142, Clyde, NC 28721
October 4, 2002
WNR, Inc. Project # DC-1005
U.S. Army Corps of Engineers N.C. Division of Water Quality
Asheville Regulatory Field Office ® 2 16 a, -A0 I Wetlands Unit
Attn: Mr. Tim Smith Attn: Mr. John Dorney
151 Patton Avenue, Room 208 2321 Crabtree Blvd.
Asheville, North Carolina 28801-5006 Raleigh, North Carolina 27604-2260
RE: Cora Village Proposed Utility Line Crossing t D _?'•
404 Nationwide 12 Permit Application and 401 Water Quality Ce tion
Charlotte, Mecklenburg County, North Carolina r p
Dear Mr. Smith and Mr. Dorney: Wry
The purpose of this letter is to request written authorization for wetland impacts
Nationwide Permit 12 and its Water Quality Certification for the project known as
Cora Village, Mecklenburg County, North Carolina. The project proposes permanent
intermittent channel bedding and filling impacts associated with the construction of two
utility line crossings (NW 12). Impacts are shown on the attached site plan and total 80
linear feet for the two stream crossings. The proposed activity is located in
Mecklenburg County and is within lands owned by Northwest Corridor, LLC. The
attached USGS topographical maps show the location of the project.
The site is forested and has an existing house, barn, and other associated structures
with one intermittent channel flowing through the Southeast corner of the property
from a pond upstream located off the property. During the recent site evaluation on
September 17, 2002, there was no continuous flow of water in the channel despite
recent rainfall amounts of greater than 2 inches. The pools in the channel did have
some standing water in them. Continuous flow began in the channel on the adjacent
property.
A proposed utility sewer line will be constructed to service the subdivision as shown on
the attached maps. The sewer line will prevent the need for individual septic systems
and will join at an existing line that is already located on the property. The conditions
of the certification should all be met with the construction and installation of the sewer
line.
Newton Office
PO Box 224
Newton, NC 28658
828 j-465 4 3035
8284-465,"3050 Fax
www.wnrinc.com
Sri,
Clyde Office
217 Paragon Parkway, # 142
Clyde, NC, 28721
828&627&0051
828&627&0052 Fax
www.wndnc.com

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As a mitigative measure a vegetative buffer around the utility line will be maintained to
the maximum extent possible, except for the actual line corridor. Total impacts to
jurisdictional channels total less than 150 feet The sewer line itself should be
considered as mitigation because it prevents the possibility of individual septic failure for
forty different systems. There will be 1.648 acres of open space where the sewer lines
cross the channel. The total open space for the project will be 1.83 acres, which is
almost an acre more than what is required by the City. The open space will be utilized
by the community for walking trails and play areas.
Sincerely,
Jennifer Robertson
Project Manager
Mobile [phone]
EF-Ct-'x'00 T'j', E j? FM DOWELL & ^3. ?`104oF?511? ? i1C?;'C!)
wt4;t-
=d send Natural Resotents, Inc.
tkprVmnt of the Army
Wiimingon talstrl4t, Corps of EMIT ar n
Attn: Ken aolley, Chlef ftgulatory Dlvislon
PC RX 1890
Wilmingm, North Carolina 2MO2-1$90
-and-
NC Division of Water Quality
Attn, ,john Dorney
232i Crabbu Blvd.
Raleigh, North Carolins 27604.2264
I, the cument landowner of the property wed below, hereby authmn Wadend and
Natural ReMM6 COnsuitenW, Inc. to ad on MY behalf as my agent durlrV the
promsing of permits to Impad Wedands and Watera of the US that are regulaW by
the dean Water Act and the Rivers and Harbors Act.
Federal and SUft aqeft are and vdzed tD be on said property when aempanied by
Wedend and Natural Resource Ct'ansubnts, Inc. staff.
Wedand and Natural Resouroa Consultants, Int is aWftrized to provide supplemental
Informauon neaW for mmit promdng at the requast of the Corps or DWQ.
Pmparty Owner of Pixord: Dort west Corridor, LLC
Add"; 13407 Mint Lake Drive
AMMS: Matthews, NC 28105
r-r
151". =77
Phone Number: 704-841-8091
property LoCetI n: Cora Street - City of Charlotte
CWM Signdture:
t)8te: Sept. 24, 2002

0 W 222 yea C?f o Farbvoy, #142
Nwdon, NO 28658 8 8+ 2 ,7I
029 460 3035 27 05
828+46665060 I= 828+,627+ 0082 F=
wWw,wrVh0.C;5 r www,wr?Ift.cOm
Office Use Only: Form Version May 2002
USACE Action ID No DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A'.)
L Processing
1. 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:Nationwide Permit 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
1. Owner/Applicant Information
Name: Northwest Corridor, LLC
Mailing Address: Mrs. Olga Eaule
13407 Mint Lake Drive
Matthews, North Carolina 28105
Telephone Number: 704-841-8091 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: Jennifer Robertson
Company Affiliation: Wetland and Natural Resource Consultants, Inc.
Mailing Address: 217 Paragon Parkway, #142
Clyde, North Carolina 28721
Telephone Number: 828-627-0051 Fax Number: 828-627-0052
E-mail Address: wnrinc(a-),aol.com
III. Project Information
Page 1 of 8
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: Cora Village Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): n/a
3. Property Identification Number (Tax PIN): 035-162-01, 035-162-11
4. Location
County: Mecklenburg Nearest Town: Charlotte
Subdivision name (include phase/lot number): Cora Village
Directions to site (include road numbers, landmarks, etc.): Hwy 16 to Oakdale Road to
Cora Street, See Attached Site Vicinity Mai
5. Site coordinates, if available (UTM or Lat/Long): 035°17'56.1"N 080°54'09.2"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): 10.22 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Gum Branch
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/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: Commercial, Residential, and Forested
10. Describe the overall project in detail, including the type of equipment to be used: The
Project Involves the Construction of a Utility Line for Site Development of the Cora
Village Subdivision Typical Equipment for Construction will be Used (Bulldozer,
Backhoe, Dump Trucks, etc.)
Page 2 of 8
11. Explain the purpose of the proposed work: Construct Utility Line
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.
n/a
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.
No Additional Work is Anticipated on This Tract at This Time.
VL 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: See Permit Cover Letter
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**
estno) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

Page 3 of 8
* 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
(FIItM), or FF.MA-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).
List the total acreage (estimated) of all existing wetlands on the property: Channel Only
Jurisdictional Area on Site
Total area of wetland impact proposed: n/a
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 Impact Perennial or
Intermittent?
lease )
Site #1 Bedding/Backfill 40 If UT to Gum Branch 3 Intermittent
Site #2 Bedding/Backftll 40 If UT to Gum Branch 3 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 loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
•' Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 80 linear feet
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, ean, etc.)

* List each impact separately and identify temporary impacts. impacts mciude, but are not !united to: tall, excavation, areagmg,
flooding, drainage, bulkheads, etc.
5. Pond Creation
Page 4 of 8
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.
See Permit Cover Letter for Justification
VIIL 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/strrngide.html.
Page 5 of 8
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 (acreagellinear 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.
n/a
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/wrp/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 (federal/state) 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
Page 6 of 8
map, whether or not
Regional Office may
applicant's discretion.
impacts are proposed to the buffers. Correspondence from the DWQ
be included as appropriate. Photographs may also be included at the
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. ReqWred
Zone* Impact (square
feet)
Multiplier
Mitigation
1 3
2 1.5
Total
" Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
XL
M
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
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.
n/a
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.
City Sewer as Proposed
XIM Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No
Page 7 of 8
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).
plicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
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INTERMITTENT CHANNEL
EVALUATION FORM
Action ID:
Applicant Name: Cora Village Subdivision Date: 09/02
Proposed Work in Channel (i.e., culvert, relocation, etc): Bedding / Fill
Waterbody: UT to Gum Branch River Basin: Catawba
County / City: Mecklenburg; / Charlotte
Recent Weather Conditions: Heavy Rain
P_ SP
? ?
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? ?
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P = Present
NP Observation

Comments or Description
fish / shellfish / crustaceans
Benthic macro invertibrates
Amphibians present/breeding
Algae and/or fungus (water quality functions)
wildlife channel use (ie. Tracks, feces, shells)
federal protected species present (discontinue)
rifle / pool structure Weakly Present
Stable sh-eambanks Some Erosion
Channel substrate (gravel, cobble, sand, etc.)
Riparian canopy present (SP = +/- 50%)
Undercut banks/instream habitat structure
Flow in channel
Wetlands adjacent to/contiguous (discontinue)
Persistent pools/saturated bottom (June-Sept)
Seeps/groundwater discharge (June-Sept)
Adjacent tloodplain present
Wrack material or drift lines
Hydrophytic vegetation nVadjacent to channel Very Little
SP = Strongly Present NP = Not Present
Important to Domestic Water Supply? Yes ? No
Does Channel Appear on a USGS Quad or Soils Map? Yes ® No ?
Determination:
Perennial Channel (stop) lm rtant Channel: LF
Intermittent Channel (proceed) U rtant Channel: LF
Ephemeral Channel (no 'uris.) (attach ma indicating location of important / unimportant channel)
Ditch Through Upland (no 'uris.)
Project Manager Initials:
Evaluator's Signature:
(if other than C.O.E. project manager)
Delineation Performed by: Wetland and Natural Resource Consultants, Inc.
217 Paragon Parkway, #142
Clyde, NC 28721
Phone: [phone] Fax: [phone] Mobile: [phone]
WETLAND DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Cora Village Subdivision Date: 9/02
Applicant/Owner: Cora Village Subdivision County: Mecklenburg County
Investigator: Jennifer Robertson State: North Carolina
Do normal circumstances exist on the site? Yes Community ID: Channel
Is the site significantly disturbed? No Transit ID: Channel
(Atypical situation)
Is the area a potential problem area? No Plot ID: Channel
(if needed, explain on reverse.)
VEGETATION
1. 9. -
2. 10. _
3. 11. _
4. 12. _
5. 13. _
6. 14. _
7. 15. _
8. 16. _
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): n/a
Remarks:
HYDROLOGY
Recorded Data (describe in remarks)
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available
Field Observations:
Depth of Surface Water: 0-1 (in.)
Depth to Free Water in Pit: 0-6 (in.)
Depth to Saturated Soil: 0-5 (in.)
Remarks: No flowing water during site evaluation
channel. UT to Gum Branch
Wetland Hydrology Indicators:
Primary Indicators:
X Inundated
X Saturated in Upper 12 Inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Secondary Indicators: (2 or more required)
Oxidized Root Channels in
Upper 12 Inches
Water-Stained Leaves
Local Soil Survey Data
FAC Neutral Test
X Other (explain in remarks)
Feature shows on USGS Topoquad as intermittent
Wl-data.frmDC-1005
SOILS
Map Unit Name
(Series and Phase): Enon sandy loam
Taxonomy (Subgroup): Ultic Hapludalfs
Project # DC-1005
Drainage Class: well drained
Field Observations:
Confirm Mapped Type? Mecklenburg
County Soil Survey
Profile Description:
Depth Matrix Color Mottle Colors
(ins) Horizon (Munsell Moist) (Munsell Moist)
0-3 A 10YR 4/2
3-8 E 10YR 5/4
8-11 BE 2.5Y 5/4
11-24 Bt1 10YR 5/8

Mottle Texture. Concretions,
Abundance/Contrast Structure etc.
fine sandy loam
fine sandy loam
sandy clay loam
clay
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soil
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List **
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (explain in remarks)
Remarks:
Wetland Determination
(yes or no)
Hydrophytic Vegetation Present? WA
Wetland Hydrology Present? YES
Hydric Soils Present? YES
Is This Sampling Point Within a Wetland? YES
Remarks:
WLdata.frmDC-1005
Delineation Performed by: Wetland and Natural Resource Consultants, Inc.
217 Paragon Parkway, #142
Clyde, NC 28721
Phone: [phone] Fax: [phone] Mobile: [phone]
WETLAND DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Cora Village Subdivision Date: 9/02
Applicant/Owner: Cora Village Subdivision County: Mecklenburg County
Investigator: Jennifer Robertson State: North Carolina
Do normal circumstances exist on the site?
Is the site significantly disturbed?
(Atypical situation)
Is the area a potential problem area?
(If needed, explain on reverse.)
VEGETATION
1. Liquidam. styraciflua tree FAC+
2. Acer rubrum tree FAC
3. Fraxin. pennsylvanica tree FACW
4. Liriodendron tulipifera tree FAC
5. Ligustrum sinense shrub FAC
6. Rosa multiflora shrub UPL
7. Toxicoden. radicans vine FAC
8. Smilax rotundifolia vine FAC
Yes Community ID: Floodplain
No Transit ID: Floodplain
No Plot ID: Floodplain
9. Lonicera japonica
10. Glecoma hederacea
11. Microsteg. vimenium
12. Polys. acrostichoides
13. Lobelia cardinalis
14.
15.
16.
vine FAC-
vine UPL
grass FAC
fern FAC
herb FACW+
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 77%
Remarks: Two FACW species, Seven FAC species
HYDROLOGY
Recorded Data (describe in remarks)
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available
Field Observations:
Depth of Surface Water: 0 (in.)
Depth to Free Water in Pit: 18+ (in.)
Depth to Saturated Soil: 18+ (in.)
Wetland Hvdroloqv Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
X Water Marks
Drift Lines
Sediment Deposits
X Drainage Patterns in Wetlands
Secondary Indicators: (2 or more required)
Oxidized Root Channels in
Upper 12 Inches
Water-Stained Leaves
Local Soil Survey Data
X FAC Neutral Test
Other (explain in remarks)
Remarks:
WLdata.frmDC-1005
A
SOILS
Project # DC-1005
Map Unit Name
(Series and Phase): Enon sandy loam Drainage Class: well drained
Field Observations:
Taxonomy (Subgroup): Ultic Hapludalfs Confirm Mapped Type? Mecklenburg
County Soil Survey
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture. Concretions,
(ins) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
0-3 A 10YR 3/6 sandy loam
3-8 E 10R 4/8 fine sandy loam
8-11 BE 2.5YR 5/6 clay loam
11-24 Bt1 2.5YR 4/6 clay

Hvdric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soil
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List **
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (explain in remarks)
Remarks:
Wetland Determination
(yes or no)
Hydrophytic Vegetation Present? YES
Wetland Hydrology Present? YES (Marginal Hydrology Indicators Present)
Hydric Soils Present? NO
Is This Sampling Point Within a Wetland? NO
Remarks:
WLdata.frmDC-1005
Cora Village Subdivision - Charlotte, Mecklenburg County, North Carolina
- _ - -
LOT TABLE:
LOT N0. SQ. FT. GOT NO. SQ. FT'. ELEVATION DIFFERENCES ~Q~~'' PAVEMENT SCHEDULE
1 rE.l`!€~>~JF.~. PRELIMINARY NOTES+
A(FgS 1 15,216 21 8,310 BETWEEN TOP OF CURB ANO FlNISH GRADE AT ~ L SIOEWAIK SHALL BE PRONGED ON BOTH SIDES OF Ci 1.5' BITUMINOUS CONCRETE SURFA qNr TIIE STREET A MINIMUM OF 4' FROM 111E BACk OF ~ CE COURSE, I. TOTAL PROJECT AREA: 10.22 ACRES suRFacE couRSE, TYPE I-2 1. LAND DEVELOPMENT ENGINEER TO BE GIVEN 24 HOURS NOTICE PRIOR TO START bF 2. NUMBER OF PROPOSED LOPS: 40 C,r)NSIRUC110N.
GR01~ 2 6 300 22 6,948 TO FlNISH GRADE OF fOR STONEBASE FOR HB 2 TH C CURB. 8" COMPACTED AGGREGATE BASE COURSE, OR E ROWN (TRANSVERSE SLOPE) FOR THE TYPICAL BITUMINOUS CONCRETE BASE COURSE, TYPE HI RO 3 6,300 SUBGRAOE - 8-1/2' - ~-I/2' SECTION ON THIS S11EE'( IS J/e PER FT, BASE COURSE, OR 4" 3. DEED REFERENCE NUMBER; 4157/210 d< 8878/135 ~ ;E coueSE, TYPE 11a. 4. TAX PARCEL IU NUMBER: 035-162-11 2. COORDINATE ALL CURB AND STREET GRADE iN INTERSECTION WITH CITY INSPECTOR, ' OQ,,~°''ESSIO~`•~•,
o F 23 6,441 Q- ~ BASE COURSE - 1/2' - 1/2' J. FOR PLANTING STRIP SLOPE SEE GENERAL NOTE F. 2. 2'-0" VALLEY GUTTER 035-162-01 3. ALL ROAD IMPROVEMENTS AT __~____N A TO BE ~ ~,=''Q~4 491':
~ c 4 6,300 24 9,397 QQ '~OSSi C, 4' CONCRETE SIDEWALk ' COORDINATED WITH ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION, i ' e 5. ZONING: R-4 t S~A~
~ N~o 5 6,300 25 6,675 - 4. GEVELOPER WILL PROVIDE STREET SIGNS PER C1,ILD5 50,05 (9 SIGNS ONLY}. _ 92 ~ PROPOSED TONING: R 4 CLUSTER 5. 51GHT TRIANGLES SHOWN ARE MINIMUM REQUIRED. FURTHER REQUIREMENTS MAY ~ 162 ,
~ o RADIO RD 6 6,300 26 6,129 so' R/w (MINIMUM) 6. ZONING DATA; PL•' MADE BY TFIE NC DEPARTMENT OF TRAN5PORTAl10N IN ACCORDANCE WITH ~ F~, . . , ' ~ ,
0 7 6,300 27 6 349 zs' MIN ~ MINIMUM LOT SIZE: 6,000 SF ('CITY CODE. . ~ ' MINIMUM LOT 1MDTH: 0 6. l;iRECT VEHICULAR ACCESS TO A 5 FT _______I~L..._ FROM LOfg -
8 6 679 2s' (MIN; 28 7 435 MINIMUM FRONT SETBACK; 30 FT AVG (20 FT MIN) 1U~_ IS PROHIBITED. ~ ~ '
0 9 7,037 29 7,280 vAAUaLe vARIABLE ---9'-0' (MIN.)--- t4'-a• ,4'-0' .--e'-o' (MIN.)._. MINIMUM SIDE YARD: 6 FT 7. IIl ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLIOA110N MINIMUM REAR YARD: 40 FT (EXTERIOR LOTS) 0; A TACK COAT MAY BE REQUIRED NEAR INTER5ECilONS. THESE REQUIREMENT$ WILL SEAL f ~
10 7,106 30 7, 281 I'-p'--. 30 FT INTERIOR LOTS DE ESTABLISHED BY THE CIY INSPECTOR BASED ON FIELD CONDI110NS. 1 f ( )
SN 11 6,749 31 7 276 -..4~_p•r..~4~_p•.? 12'-0• .r~~_p•....,~ '-0'~ coRA 5T ~ 12 6,300 32 8,422 (Mlw) (MIN) ,2'-0~ MAXIMUM HEIGHT; 40 FT 8. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLItION LANDFILL PERMIT FROM 1~iE ols MINIMUM SIDE YARD ZONING ADMINISTRATOR.
Z'-0' - `(MIN) MIN) AT CORNER: 15 FT 9. GRADING MORE IRAN ONE ACRE WITHOUT A PERMIT IS A VIOLATION OF CITY CODS DRAV,N BY.
~ DR 13 6 300 33 7 290 ~ z' 0' o ~ OAK 1 6 654 3 1 4" Ff SEE C SEE ~ 7. PIPE SYSTEMS AND/OR CHANNELS LOCATED WITHIN COMMON AND IS SUBJECT TO AN IMMEDIATE FINE. AREAS ARE THE MAINTENANCE RESPONSIBILITY OF THE 10. GRADING AREAS OUTSIDE THE LIMITS SHOWN 15 A V10LA110N OF CITY CODE ANO IS
~ 4 4 7 306 NarE s No , ~"/FT. HOME OWNERS A550CIAlION. SUBJECT TO AN IMMEDIATE FINE. a/t/az
~ 15 J ~ 7 281 35 7 302 J~ 8. THERE WILL HE AN ON-SITE DISPOSAL SITE AS SHOWN ON PLANS. 11. APPROVAL OF THIS PLAN IS NOT AN AUIIJORIZATION TO GRADE ADJACENT PROPEI;TIES. oaTE PREP,~Eo 1HE BURIAL SITE WILL BE FORE ON-SITE ORGANIC MATERIALS (TREE ~tiJEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE
i 6 8, 436 36 7, 298 J (MIN) DEBRIS) ONLY. THE 511E 15 LOCATED IN THE OPEN SPACE AND GBTAINEO FROM THE AFFECTED PROPERTY OWNERS,
V1gNITY MAP NTS 17 10,128 37 7 294 .Of A 2 L_.~~ > NT~AI STR~~ IMLL 8E RECORDED IN THE REGI5IER OF DEEDS. 12. IPI ORDER TO ENSURE PROPER DRAINAGE, KEEP A MININMUM OF 0.5x SLOPE ON fiHE RE11510NS
18 8,896 38 7,290 9, OPEN SPACE REQUIRED = 10X x 10.22 Ac. = 1.02 Ac. CURB. ''I PROPOSED OPEN SPACE = 1,83 Ac. 13. SiJBSURFACE DRAINAGE FAGU11E5 MAY BE REQUIRED IN THE STREET RIGHT-OF-YYAY No. t ROAD CHANGE
19 7,668 39 7 298 CITY OF CHAR LOTTE TYPICAL SECTION IF DEEMED NECESSARY BY THE INSPECTOR. B/~/o2 10. OPEN SPACE TO HAVE WALKING TRAILS, PARK BENCHES, AND SWINGS. No. z PER CITY
20 7,766 40 7,475 LOCAL RESIDENTIAL ST BEET 14. P?PE SYSTEMS LOCATED WITHIN PERMANENT STORM DRAINAGE EASEMENTS IN THE CITY 11. TREE SAVE AREA ~ TOTAL AREA - (EX. CMUD do SEWER EASEMENT) ARE TO B MAIN I 9 iO 02
TOTAL LOT AREA: 298,512 aq.it. CMLD 10.01 D TREE SAVE AREA = 10.22 Ac, - (18,571 sf) = 426,612 of E TANED BY THE CITY IN AN ON-CALL MANNER. THE CITY WILL. No; s © hCrITHER BE RESPONSIBLE FOR 1H RO x TREE SAVE AREA 4 (73,859 af) / (426,612 af) ~ 17.31x E G UNDS tW1HIN THE PERMANENT STORM DRAINAGE
AVG. LOT AREA: 7,413 aq.Pt, 12. MERE ARE NO HERITAGE TREES LOCATED ON THIS SITE. EASEMENT NOR REMOVAL OF ANY OBSTRUC110N5 IN THAT AREA. No: 4 © 15. F'rPE SYSTEMS AND OR CHANNELS LOCATED WITHIN PUB I
/ LC STORM DRAINAGE EASEMENTS ARE TiIE MAINTENANCE RESPONSIBILITY OF THE INDIVIDUAL PROPERTY OWNER,
r~ PSGE -PUBLIC STORM DRAINAGE EASEMENT ~
ALL SOIL TYPESI EnD (EN~N SANDY A ~ L~ M, 8/, TD 16/. SLOPES) 16. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK OR BACKWASH CHANNEL IN AN W UPtOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF 1•HE W N Cn
En ' B (ENON SANDY LDAM, 2/. TQ 8/" SLOPES) STREAM ALL DEBRIS, LOGS, TIMBER, JUNK, AND OTHER ACCUMULATIONS. _ ~
OAKDALE GREEN SUE 17. ANY BUILDING WITHIN 1HE 100+1 BUILDING RESTRICTION FLOODLINE IS SUBJECT Td THE U1 GREEN suan. R~5TRIC110NS OF THE CITY OF CHARLOTTE SUBDIVISION ORDINANCE, 5EC110N 7.200.6
PRASE 1 MAP 2 1 MAP 2 18. TiIE CITY OF CHARLOTTE ENGINEERING DEPARTT~IENT HAS NOT REVIEWED THE STRUCNRAL ~
JAMES WILLIAM DARNETTE JR. PB 30 PG STABILITY OF ANY RETAINING WALLS ON THE 511E AND DOES NOT ASSUME W ~ PG 435 R,SPONSIBILITY FOR THEM. m
OAI{DALE GREEN SUB. 435 ' 780 4154/829 OPEN SP C 11 19. "AS-BUILT" DRAWINGS ANO PLANS OF THE STORM DRAINAGE SYSTEM MUST BE ~ O
A E 1 Q S~ • SUBMITTED TO THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT PRIOR TO SUBDIVISION z I 4' FINAL INSPEC110N IN ACCORDANCE WITH THE CITY OF CHARLOTTE SUBDINSION ORGINANC .
P X30 PG 4 ~I 35 ~ 1~ ~ 80 G 20. IJON-STANDARD ITEMS IE;PAV R IR I A E m O ( E S, R G 110N SYSTEMS, ETC.) IN THE RIGHT-OF-WAY
~ LOT 81 C~ t~ LOT 82 776 gL g5 Q V' O ti ~ ENCROACHMENT AGREEMENT WITH THE NC DEPARTMENT OF TRANSPORTATION BEFORE ~
BASE BEARING ~ OAI{AALE GREEN SUBD. 762 784 INST'ALLA110N. ' 21. AIJY CONSTRUC110N OR USE WITHIN THE AREAS DELINEATED AS FLOODWAY DIS1171CT FRINGE
N17'S5'27"E OI,I~N SPACE p~ 354.95' p 76s BOUNDARY LINE OR FLOODWAY DISTRICT ENCROACHMENT BOUNDARY LINE IS SUBJ CT TO TH LOT 85 RESTRICITON P ~ E o
8 30 PG 435 5 IM OSEO BY 111E FLOODWAY REGULATIONS OF THE CITY OF CHARLOTTE AND W ~ a MECKLENBURG COUNTY. J II
0 EN/ 5J' - ; Tae P SPACE BENCHMARK s ' N18'0 " , ~ 1 38 E _.r_-- 22. ALL OPENINGS (LE.: DOORS, WINDOWS, VENTS) INSITTUCIURES BUILT ON LOT #S NLA_~ Q
0. X84 AC. CONCRETE MONUMEN 53' _ sJ eJ; ,..,_310.02 ELEV-718.31 _ 6J' _ . ~9o SHOULD BE LOCATED A MINIMUM OF ONE F007 ABOVE THE ADJACENT FINISHED GROUND SURFACE. U 1 23. GURA VILLAGE SUBDIVISION IS LOCATED IN THE LAKE WYLIE PROTECTED AREA WATERSHED fn
TREE SAVE AREA OVERLAY DISTRICT. o ~
-z. _ . _ _ _ 40 REAR YA - _ o RD LOT 84 = >
. 2 1z Q
R ~ N 3 0 / 1 - ~ ~ 4 0 5 EXIST NG HOUSE A I ~ PROPOSED ~ N a 6 ED9-- ~ . . ~`~s• LOT 83 1
SUNTAN a 7 TO fj ' REMO D. ~ ROAD N 4 , B , ?ps b EE SAVE AREA 30' 99). F 'OhJ BACK OF PL
50' PUBLIC R 20' FR ~ C ~y otvT 25, ~ 0 01 LOTS 4-20 OT 91 ~
~ETBq F E?NT ~ CK SETBA 28 BOC y1e 32' FR ~ 1 ~ ~
T , , TO BOC \ _ (LOTS 3-1~) ~u, a~ ,E U
~ ~ ~ SUN]tiAN R PP AD Z
B PUBLIC R W 1 / ~ \11 F+ I-1 a1 0 9 a L T 2 Q
. _ s3' ~ ~ HAN ,1CAP RAMP "'""".,.,,r.~,~.,,~ si 1 x70 ~6l11' ~10,~3A & 8 ~1CAP RAMP ~ \ ~ OAI{DAhE GREEN SUED. ~ ~ to
' ~ ' " ~ ~ ~ ~ `SIG T TRIANGLE ~1o,~3A & e ~ PHr,SE 1 1tlAP 2 pa
NOTE. SEWER TO BE --------r LOCATED WITHIN s2, ~ _ \ PB 30 PG 435 z ~ ~/y ~
s~ ROAD, WATER 5 OFF BOG, GAS w _ _ ~ Y V1 \ ~ LOT 93 ~
& ELECTRIC WITHIN R/W v, ss ~ a ~ 52 sz ~ t statr~,tAU¢ ~9' ` ~ 13 N~ . W sy, 9S8 Aso tL
N- ~ Jz ~flK~ BASEUEgT ~ f9, ?6S ?3e ~ Q W
RON "'t .Tp. as, r7 F'- F 4 p y. ~ ~ W . . Qp ONT RFH t+.1'~,., w~i .a lil ,
f ~ETBAC ~ 07 PINEBROOK LLC _ ,~4 ~ _ r ff Sf R o
~ 15 COR ~ 1104'7 ~ 2 - - ~ 1 ~ 1 NER /426 ~ ~ \ ~ C J ~ p) ~ ~ ~
~ ~ ~ ~ THE SAVE AREA 30' 3g ~ - 15 Q s, ~
~ o' ~ F'R(M-BACK OF PL ~ ~ 0 4~0 \ w 39 ~ ~ oN LorS 34-37. RA LOT 95 ~ ty,
/ ~ ~ g 2 1~4IE;. ~ i ~ ~ g~ ~ ~ ~ V ~ P i NO UTILITIES PASS THROUGH THE ~ B~ ~ ~ T 6 34. P ~ ~ Gl.l a
~ , TREE SAVE AREA. $ 3 - ,Y ~ ~ ~3 30. °ry 16 ~
E ~ ~ ~ A • t ~ ~ \ I
t~ .0 - ~ n tzo' / ~ ' , r ' 2~5 p d
_ REA Y ~ ~ , ~ j RA .
2~ ~ \ 35.35--- 24 ~ R r ~ 17 + 24 ~ i . ~ i~ V
O s ` TREE SAVE REA ' ~ _~~-SIGHT 1 IANGI.E ~ N_IE,, 52' ~ ~ ~Ry. ~ ti e ~ I
TREE SAVE AREA MUST BE FLAGGED IN FIELD \ ~ 760 ~ s2' \ 52' . FOR URBAN F ORESIRY VERIFICATION, s2 ` m„",~ f. J N \
~ ~ _ s - ~_E_ \ ~ a'~' 1 ~ tP /Zn~ ) ~
. - - - _ ~ ~ m o U LOT 10 w
~ WALKING _ ~ _ ~ ~ PEN SPA - - - _ ~ PATH BURIA ` 5' ACCESS T
- \ 4S AC. L SITE ~ OPEN SPACE _ w x W 25 .fl ~ ~ tfTV.,
U o 30 w , W 25 s T X90 o h ~ ~
~ ~ ~ R; U W ~
b o I C 11 ~'`'-r c~ z T' p o• ~
Y21F;. / ~ TABLES ~ . ~ 40 ~ ~ > y,-- m d ~ o ~ . N FOX CROSSING SUB A ~ D s~ 'Y 'L~, y ~ W
TREE PROTECTION AROUND TREE SAVE \ ••_,.Dli'CH ~ z 1a~ ~a6 CMLD 40.02 SEE TREE / T ~ m ~ 29 ~ O. i;i ~ o m PB 22 Q N PG 924 ~ n ~ ~ .1 d oar
efi 90 ~ PROTE TION S EET ~ N ~ ~ 26 - _ - 26 a I~ D ~ 19 ~ sae w N ~
- ~ m 754 1 'SSE _lll._ n N x ~ ~ c~ x 22 . ~ Q ~ t} -C (~1 ~ U I
l-~ A. , ,S .\N. a ~ I~ D 1 Z W d D ~ 1 zl \ Z . ~
- i / TREE SAVE AREA ~ S- x ~ O _ A 1 ~ ~ ~ 111' ~ ~
~ HATCHED AR ~ ~ r~Q „s' EA) a ~ 26 B C ~ / ~ ~S` 110' -C ~ W .p B C ~ A 151 1--. ~ o ~
D TO B C B C ' v Ma`s 27
21 -ti0-
~ 15 PSDE , ' 15 P. - ,ri,-y 6 SI~E YARD LOT 9 ~ _ 15 P D~ - ~ 15 ,RSD
------z42..a6'~ - „s' us, ,,!„I j i F Z... 18 . , , ,
1 Si 4'35'21 "W ~ ~ 287.49 ~ i 127 49x.5
i ; ' 514'34'20"W TREE SAVE AREA STOP ROA AND
IN OPEN SPACE AREA LACE CUR AN ter.,`. ~ .D 14'31'4 "W 7~a p ~-I
~ ER WITH CURB B BRIGADE Aj P 1BEE_1~QIE5~ ~ i ~ CTS 0 STA, 2+86 00 CML 50,08 ~ 3ARRICADE A~ PL STOP ROAD AND r
~I ~ # EXISTING SANITARY CF(L x!50,08 & 8} Ala PLACE CURB AND BARRICADE AT PL ; GUTTER WITH CURB (CMLU ~50.08A ik B) ~ Q w
SEWER EASEMENT ~ 1, TREE SAVE AREA MUST BE FLAGGED IN FIELD FOR URBAN FORESTRY VERIFICATION. E (STING CUTS ®STA, 11+03,00
2. ALL STRAPPING AND TOP 2 3 OF IMRE BASKET MUST BE CUT AWAY AND REMOVED ~ 1 RCPT FROM THE RO / OT BALL PRIG TO BACKFILLING PLANTING PIT. REMOVE TOP 1 3 OF / Stu O
TFIE BURLAP FROM ROOT BALL. / ~ 7S' HARRY T. WOLFE ~ _ 3, FOR NEW PLANTING AREAS, REMOVE CONSTRUCTION DEBRIS, UN-COMPACT AND AMEND F~/,p . nONALn L. BYRU~4
THE TOP 24" OF EXISTING SOIL TO MEET TOPSOIL PLANTING MIX N ~ 6406 783 STANDARDS FOR / 4637/9'71 n
FOR TREES WITH( / N N~ ( N ENTIRE MINIMUM AREA OF 274 SQUARE FEET PER TREE), ~ ,__„i ~ y o C 4, LARGE MATURING TREES MAY NOT BE PLANTED WH ~ \ MG • P ? N
ERE OVERHEAD DISTRIBUTION LINES DON L, MONTEITIi ppo ~ ~ OR TRANSMISSION LINES EXIST, IF TREES CONFLICT WITH POWER LINES OR SIGNS, CALL z cn N, Sq U 1.ESEI~Q ^ ~ ~ z
THE URBAN FORESTER TO RESOLVE BEFORE PLANTING, 2603/471 r u 5. PLEASE CALL 336-4824 FOR AN INSPECTION OF TREE PROTECTION AND OR TR '~'~t ~ SF F-+~ c
PLANi1NG AR / EE ~R EAS 1 OR 2 GAYS BEFORE THE TEMPORARY OR FINAL CERTIFlCATE Fs ' ° x ~ S o
OF OCCUPANCY IS NEEDED, 4fT I 6. ADJUST TREE-PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES, SOILS LINE " o u "
766 788 NEW TREES SHALL BE 2" CALIPER FOR STREET TREE REQUIREMENTS, SUPPLEMENTAL a~~ ~ ® 3 N
EXISTING TREES SHALL BE 1 1/2" CALIPER IF PLANTED IN INDIVIDUAL LOTS, AND 3/4" 762 CALIPER IF PLANTED IN COMMON OPEN SPACE, EXISTING LAhE EXISTING CONTOURS - ' .
8, NO SOIL DISTURBANCE OR COMPACT10N, CONSTRUCTION MATERIALS, MACHINERY, TRAFFIC,
BURIAL PITS, TRENCHING, OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE, M Uxh
9, ANY BRUSH CLEARING MUST BE DONE BY HAND, CUTS MUST BE FLUSH WITH GROUND, EXISTING TREES MAY BE LIMBED UP TO 72" FROM TIaF CR(1I INn rn I~marn~c uaau Irv ~ p v ~m
.
10 NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF UTTER UNDISTURBED. Nu o: n
SUPPLEMENT WITH 1-2" OF MULCH. RE-SEED WITH GRASS ONLY IN DISTURBED/GRADED AREAS. rn to
11. STREET TREES SHALL BE 2" CALIPER, SUPPLEMENTAL TREES SHALL BE 1.5" CALIPER IF 18, BEFORE GRADING/CLEARING/CONSTRUCTION BEGINS CA PLANTED IN INDIVIDUAL LOTS, AND .75 CALIPER IF PLANTED IN COMMON OPEN SPACE. URBAN FORESIE . LL 336-6769 FOR INSPEC110N OF TREE PROTECTION BARRICADES BY ~ rna ~
12. PLANT LARGE MATURING SHADE TREES ON 40-50 FT. SPACING WHEN POWER LINES ARE NOT 19. BRASH, VINES, AND SMALL TREES (<8 IN. DIAMETER, OR AS SMALL AS _ [tea
PRESENT, 30 FT. SPACING WHEN POWER LINES ARE PRESENT. FLUSH WITH GROUND SURFACE. EXISTING TREES MAY B 2 IN. CALIPER) MAY BE HAND CLEARED ONLY CUT 13. PLANT LARGE MATURING SHADE TREES ON 40 FT. SPACING WHEN ACROSS THE STREET TO IMPROVE VISIBILITY, E LIMBED UP 6 FEET T (AT LEAST 2/3 OF THE BRANCHES SHOULD BE LEFT) o y~~ GRAPHIC SCALE t o ro
COMMERCIAL DEVELOPMENT. FROM 20. EXPOSED IREE ROOTS MUST BE CLEANLY CUT NTH A o rnuC so a 25 so too soa u c a
THE AIR TH SHARP PRUNING TOOL; BACKFILL ASAP TO MINIMIZE EXPOSURE TO lI A 14, LINEAR FOOTAGE OF ROAD FRONTAGES: 2,778 FT. J~PER1~1,(,~! ~(g17~~~ 15, TREE PROTECTION BARRICADES MUST MEET OR EXCEED TREE ORDINANCE GUIDELINES STANDARDS. 21. PLEASE SUBMIT UTILITY PLANS SO THAT THEY CAN BE REVIEWED FOR UTILITY CONFLICTS WITH EXISTING AND PROPOSED Wo c
16, TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION/CLEARING/GRADING/ TREES: ELECTRICAL, TELEPHONE, GAS, SEWER, WATER, AND SITE LIGHTING. TOTAL SITE AREA: 10.22 acres = 445,183 sf 83 sf
CONSTRUCTION, AND NOT REMOVED UNTIL AFTER FINAL INSPECTION BY URBAN FORESTRY STAFF. 22. TREE PROTECTION FENCE IS TO BE LOCATED 1 FOOT PER TREE DIAMETER INCH AWAY FROM THE TREE IN THE SETBACK OR TOTAL IMPERVIOUS - 49,917 sf 17, VIOLATIONS OF THE TREE PROTECTION REQUIREMENTS ARE SUBJECT TO FINES, ANDEST RIGHT-OF-WAY. PLEASE SHOW DIMENSION ON GRADING PLAN, 24% IMPERVIOUS = 445183 x 0.24) = ~ U N n y
23. SHOW ALL PROPOSED UTILITIES (NOT I'0 PASS THROUGH TREE PROTECTION ZONE : ( 106843.92 ,8 IMMEDIATE CORRECTIVE ACTION/MITIGATION . WATER, SEWER, EI ECTRICAL, TELEPHONE, IMPERVIOUS ALLOWED - R FIRE HYDRANT, SITE LIGHTING, GAS, SIORM DRAINAGE, AND BACKFLOW PREVENIE . ROADS. SIDEWALKS = (106,84, 106843.92 sf IN FEET) 0 w s a
IMPERVIOUS PER LOT = (56,926.92 sf) / 40 LOTS = LKS = (106,843,92) - (49,917) = 56,926,92 sf 1 inch = 50 [t. U o a~ / 40 LOTS = 1423 sf p off`
C