20030199 Ver 1_COMPLETE FILE_20030221

BORUM. WADE AND ASSOCIATES, P.A.
TRANSMITTAL LETTER
ENGINEERS - PLANNERS - SURVEYORS
405-D PARKWAY, GREENSBORO, NC 27401
P.O. BOX 14215, GREENSBORO, NC 27415-4215
PHONE: [phone] - FAX: [phone]
TO: Cyndi Karoly
Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650

DATE: 7-2-03
RE: North Elm Street Office Park
(X) herewith ( ) under separate cover
For Your:
( ) approval
( ) review & comment
(X) use
WETtUX1401GR
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JUL t) 'S ; 003
IMTERQUALI
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Copies Date Descriptions
1 Stamped approved plans from City of Greensboro
Remarks:
As requested for evidence of City of Greensboro's approval for the City buffer requirements.
THANKS,
SENT BY: MATT WILLIAMS, P.E COPY TO:
W A7F
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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
Coleen H. Sullins, Deputy Director
Division of Water Quality
,F
Mr. David Schank
JAD&W, LLC
200-J Pomona Drive
Greensboro, NC, 27407
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Schank:
June 30, 2003
DWQ# 03-0199
Guilford County
You have our approval, in accordance with the attached conditions, to place permanent fill in 142 linear feet of
perennial streams and 286 linear feet of intermittent streams in order to construct the North Elm St. Office Park in Guilford
County, as described in your revised application received by the Division of Water Quality on May 14, 2003. After reviewing
your application, we have determined that this fill is covered by General Water Quality Certification Numbers 3404 and
3402, which can be viewed on our web site at http:Hh2o.enr.state.nc.us/ncwetlands. This Certification allows you to use
Nationwide Permit Numbers 14 and 39 when issued by the U.S. Army Corps of Engineers. In addition, you should get any
other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and
Erosion Control, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the
accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for
complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification, as well as the additional condition listed below:
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or
areas within 50 feet of all streams and ponds on the property. These mechanisms shall be put in place within 30 days of
the date of this letter or the issuance of the 404 Permit (whichever is later). A sample deed notification format can be
downloaded from the 401/Wetlands Unit web site at hftp://h2o.enr.state.nc.us/ncwetiands;
2. The Division of Land Resources' Design Standards in Sensitive Watersheds (15A NCAC 04B .0124) must be adhered to
throughout the life of this project;
3. An additional condition is that all constructed stormwater conveyance outlets shall be directed as diffuse flow at non-
erosive velocities through the protected stream buffers such that it will not re-concentrate before discharging into a
stream. If this is not possible it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office;
4. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of Completion" form to
notify NCDWQ when all 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 NC Division of Water Quality upon completion
of the project. Please send photographs upstream and downstream of each culvert site to document correct installation
along with the Certificate of Completion form.

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), (httn://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
5. An additional condition is that a final, written stormwater management plan (including a signed and notarized Operation
and Maintenance Agreement) shall, be approved in writing by this Office before the impacts specified in this Certification
occur per Condition No. 4 in GC No. 3402. Please note that the proposed sand filter is not acceptable and a wetland,
bioretention area, pond or forested filter strips will be preferable. You should contact Todd St. John in the DWQ Central
Office in Raleigh at 919-733-9584 to discuss the stormwater plan details before submittal. The stormwater management
plan must include plans and specifications for stormwater management facilities that are appropriate for surface waters
classified as Water Supply III (WS III) and designed to remove 85% TSS according to the most recent version of the NC,
DENR Stormwater Best Management Practices Manual. These facilities must be designed to treat the runoff from the
entire project, unless otherwise explicitly approved by the Division of Water Quality. Also, before any permanent building
is occupied at the subject site, the facilities (as approved by this Office) shall be constructed and operational, and the
stormwater management plan (as approved by this Office) shall be implemented. The structural stormwater practices as
approved by this Office as well as drainage patterns must be maintained in perpetuity. No changes to the structural
stormwater practices shall be,made without written authorization from the Division of Water Quality;
6. The culverts required for this project shall be installed in such a manner that the original stream profiles are not altered.
Existing stream dimensions (including the cross section dimensions, pattern, and longitudinal profile) are to be
maintained above and below locations of each culvert. The culverts shall be designed and installed to allow for aquatic
life movement as well as to prevent head cutting of the streams. If any of the existing pipes are or become perched, the
appropriate stream grade shall be re-established or, if the pipes installed in a perched manner, the pipes shall be
removed and re-installed correctly.
The culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the stream up or down
stream of the culvert(s).. Existing stream dimensions (including the cross section dimensions, pattern and longitudinal
profile) are to be maintained above and below locations of each culvert. As such, it is required that you provide the
plans with adequate details that indicate that the current stability of the stream will be maintained or enhanced. You
must receive written approval from this Office for the above plans before the culvert(s) is installed. The culvert(s) must
be instal lediaccording to the approved plans.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques must be used where
practicable !instead of rip rap or other bank hardening methods; If rip-rap is necessary, it shall not be placed in the
stream bed, unless specifically approved by the Division of Water Quality;
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing.
This letter' completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-771-4600 Cyndi Karoly in
the Central Office in Raleigh 919-733-9721.
Sincerely,
Alan W. Klimek, P.E.
AW K/cbk
Attachments j
cc: Corps of Engineers Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
File Copy;
Denise Poulos, 6909 International Drive, Suite 103, Greensboro, NC, 27409
030199
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These data are extre y complicated, but represent perhaps e largest suite of
environmental data for p ects in eastern North Carolina. would like to propose that a
conference is held and pres tations are given to DW aff summarizing these data.
Please contact Dave Penrose ( 9/733-9502) to set a time for this conference. Again,
thank you for this summary repo
incerely,
J
Cc: Tom Stephens, Washingt n Region Office
Dave Penrose, 401 Wet nds Unit
David Franklin, US Aj/ny Corps of Engineers, Wilmi ton Field Office
Dave Lekson, USA y Corps of Engineers, Washingto ield Office
File Copy
Central Files
rbm
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),
"WE AM/401GROUF
Woll'rt '?
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MAY 2 8 2003
14 1 E QUALITY SECTION
March 21, 2003
WETLANDS / 401 GROUP
MAR 2 5 2003
John Dorney
NC Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699-1650
Dear Mr. Dorney:
WATER QUALITY SECTION
I am in receipt of your letter dated 3/18/03 regarding our application for the North
Elm Street Office Park in Guilford County. Thank you for your timely response to
this request. Our engineer, Homer Wade of Borum Wade and Associates, is in the
process of preparing the documents we need to complete our application and will
forward them to your attention upon completion.
Thanks again for your help.
Sincerely,
David Schenck
cc: Homer Wade
POMONA DRIVE
NSBORO, NC 27407
CE 336-299-2969
336-299-2949
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.1I RA Iaul. . --y, <.IV YGII WI
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P:E. Director
Division of Water Quality
March 18, 2003
Guilford County
DWQ Project No. 03-0199
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. David Schank
JAD&W, LLC
200-J Pomona Drive
Greensboro, NC, 27407
Dear Mr. Schank:
On February 21, 2003, the NC Division of Water Quality (DWQ) received your application for a 401 Water Quality
Certification to place fill in 386 linear feet of streams in order to construct the North Elm Street Office Park in Guilford
County. We have concluded that we do not have complete site information needed in order to complete our review of this
application. Specifically, please provide the following materials:
The "Stream Crossing and Wetlands Impact Exhibit, Plan Sheet #1 included with your application needs to be
reconciled with the impact summary on your Pre-Construction Notification form. The Graphic Scale indicates
that the drawing is at 1"=100'. However, this does not match an engineering scale, which appears to beat
approximately 1"=250'. It appears the plan drawing-has been reduced and the scale was not fixed accordingly.
Using the 1"=250' scale, the pipe at crossing #1 appears to be 250 feet long, not 100 feet long as indicated in
your PCN form. Please provide corrected drawings with an accurate scale;
2. Your PCN form reflects the pipe distance at crossing #1 rather than the actual stream impact. Please note that
you are proposing to place a sinuous stream into a straight pipe, and the actual stream distance is longer than
the pipe. The stream impact distance must be listed as the impact, not the length of the pipe. Furthermore, you
have not included any of the upstream or downstream bank stabilization measures in your calculations. Please
be sure to include any measures such as rip-rap as shown on your drawings in your impact calculations.
3. If the perennial stream impacts associated with "this project exceed 150 linear feet, compensatory stream
mitigation will be required for this project in accordance with 15A NCAC 2H .0506(h). If mitigation is needed, you
will have the following options for satisfying the stream mitigation requirement associated with this project:
• Payment into the North Carolina Wetland Restoration Program (WRP), if the WRP will accept the responsibility
for conducting this mitigation work, or
• Preparing and implementing a stream mitigation plan with a minimum of a 1:1 restoration component..
Your application included no mitigation proposal. If mitigation is needed, your application will be considered -
incomplete until a detailed mitigation plan including a 1:1 stream restoration component is forwarded to this office.
We strongly suggest that you locate a mitigation site within the same river sub-basin:as your project.
If you decide to propose use of the Wetland Restoration Program in lieu of developing your own stream mitigation
plan, you will need to contact Mr. Ron Ferrell with the WRP at [phone] to see if they will accept the
project. You should note that mitigation requirements proposed to be mitigated through the Wetland Restoration
Program must be rounded to the nearest linear foot increment according to. 15 2r.0503(b);
4. A stormwater management plan will be needed for the development. Please provide plans for a constructed
wetland which is designed to achieve 85% Total Suspended Solids (TSS) removal.
I. C. Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 [phone] Customer Service
1 800 623-7748
?? T i e Check List
g
Date: 2 3 r ect Name: Q? ?? (tee 1-
DWQ#: 0 3 -j
County: ?e-
To: ? . ARO Mike Parker ? WARO . Tom Steffens
? FRO Ken Averitte ? WiR.O Noelle Lutheran
? MRO Mike Parker WSRO Cyndi Karoly (Central Office)
? RRO Steve Mitchell
From:
Telephone : (919)
Th:!P File attached is being. forwarded to your for -your evaluation.
• ?+..oa noeic?.?tnna
Yl 'c a ?.ra .? a-
? Stream length impacted
? Stream determination
?_, j 7etland determination and distance to blue-line surface waters on USFW topo maps
L? Miuimization/avoidance e issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
?. Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? is the application consistent with pre-application meetings?
? Cumulative impact concern
,
Comments:

ENGINEERING CONSULTING SERVICES, LTD.
Geotechnical • Construction Materials • Environmental
Mr. John Dorney
Division of Water Quality
401/Wetlands Unit'
February 13, 2003
1650 Mail Service Center
Raleigh, North Carolina, 27699-1650 -
Subject: Pre-Construction Notification Application
Request for 401 Water Quality Certification
North Elm Street Office Park FE'D
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Guilford County, Greensboro, North Carolina
ECS Project G-7253;
VJ:_7tAns cmoup
... ?a?A?li?LfTY S?BTfaN
Dear Mr. Dorney:
Please find seven copies of the Pre-Construction Notification Application for the above referenced
project. The site is approximately 6.22 acres in area and is located at 3808 North `Elm Street in
Greensboro (Figure 1). The site is being evaluated for development with the North Elm Street Office
Park.
Unnamed tributaries to Lake Jeanette are located on the site. A perennial/important stream channel is
located near the northern boundary and an intermittent/unimportant channel, is located on the eastern
portion of the site. As shown on the attached exhibits prepared by Borum Wade and Associates, P.A..,
approximately 100 linear feet ,of perennial/important channel will be impacted by the construction of an
access road into the site. Due to the proposed Painter Boulevard, it is not possible to access the site from
North Elm Street. Due to its minimal.nature, mitigation is not proposed for the impact to this stream
channel.
In order for the project to be economically viable, two office buildings and their associated parking lots
must be constructed. Approximately 286 linear feet of unimportant/intermittent stream channel will be
impacted by this construction. The channel is approximately three to five feet wide. It possesses a.
marginally defined bed and bank along most of its length. Herbaceous vegetation and leaves are present.
in the channel bottom. We did not observe fish, amphibians, crayfish or other organisms in the channel
It is our opinion that the feature functions as an unimportant/intermittent stream channel. It has been
designated as such by the-City Of Greensboro.. On behalf of7AD&W, I am requesting that a 401 Water
Quality Certification be issued to authorize these impacts.
Please feel free to contact me at [phone] if you have any questions concerning this request or if
additional information is required. Thank you in advance for your timely consideration of this matter.
Sincerely,
NGINE rG CON TING SERVICES, LTD.
enise M. Poulos
Principal Scientist
Attachments: Pre-Construction Notification Application
$475 Water Quality Certification Fee
?w. 6909 International Drive, Suite 103 Greensboro, NC 27409 V• [phone] • Fax [phone]
Offices: Aberdeen, MD • Atlanta, GA • Austin; TX • Baltimore, MD • Chantilly, VA • Charlotte, NC • Chicago, IL • Cornelia, GA • Dallas, TX
Danville, VA • Frederick, MD • Fredericksburg; VA • Greensboro, NC • Greenville, SC • Norfolk, VA • Raleigh, NC • Richmond, VA
Roanoke, VA • San Antonio, TX • Williamsburg, VA • Wilmington, NC • Winchester, VA
IJAD&WI
030
-99
February 11, 2003
WETU
L!WA Eft U?iLITY SrCt s i i
ECS; Ltd.
6909 International Drive, Suite 103
Greensboro, NC 27407
Attention: Ms. Denise Poulas
Re: North Elm Street Office Park @ Lake Jeanette
3808 North Elm Street, Greensboro, NC
Dear Ms. Poulas;
This letter authorizes ECS, Ltd. to prepare all necessary applications and exhibits
as needed to apply for the appropriate stormwater and stream crossings permits at
the above referenced office park, and to also act on our behalf in all correspondence
with the U.S. Army Corps of Engineers and the North Carolina Department of
Environment and Natural Resources related to this permitting process. We
acknowledge there is an application fee of $475.00, for which we will reimburse
ECS upon receipt of appropriate invoicing. _
We appreciate your representing us in this matter and look forward to hearing
from you shortly.
Very trul ours,
JAD&W, LLCM
200-J Pomona Drive
Greensboro, NC 27407
336-299-2969
336-299-2949 fax
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
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 from DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14, NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4.. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
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: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Mr. David Schank
Mailing Address: JAD&W, LLC
200-J Pomona Drive
Greensboro, NC 27407
Telephone Number: 336-299-2969 Fax Number: 336-299-2949
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: Denise M. Poulos
Company Affiliation: ECS, Ltd.
Mailing Address: 6909 International Drive
- Suite 103
Greensboro, NC 27409
Telephone Number: 336-856-7150 Fax Number: 336-856-7160
E-mail Address: dpoulos(- ,ecslimited.com
Page l of 8
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: North Elm Street Office Park
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Guilford Nearest Town: Greensboro
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): From Greensboro: North on
Elm Street.. Cross Pisgah Church Road. The site is on the right, just south of Lake
Jeanette Road.
5. Site coordinates, if available (UTM or Lat/Long):
(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): 6.22 Acres
7.- Nearest body of water (stream/river/sound/ocean/lake): Lake Jeanette
8. River Basin: Haw/Cape Fear
(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: The site is wooded. The surrounding properties contain
office buildings and single family residences.
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used: The site
is being evaluated for development with North Elm Street Office Park This will
"
involve the construction of a road, two office buildings and parking dots Trucks,
trackhoes, loaders, pans, etc., will be used to develop the site. This will result in the
impact to approximately 100 if of important/perennial stream channel and to
approximately 2861f of unimportant/intermittent stream channel
11. Explain the purpose of the proposed work: The purpose of the work is to develop the site
with an office park. This requires the construction of roads, buildings and parking lots
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.
There have been no permits requested or obtained for this project in the past
V. Future Project Plans
Are any future pen-nit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
We do not anticipate that additional permit requests will be made in the future
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed .impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 3 of 8
1. Provide a written description of the proposed impacts: Approximately 1001f of
important/perennial stream channel will be impacted by road construction
Approximately 2861f of unimportant/intermittent stream channel will be impacted by the
construction of buildings .and parking lots.
2. Individually list wetland impacts below: NA
* 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).
List the total acreage (estimated) of all existing wetlands on the property: NA
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
* 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.uses.eov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.tgpozone.com,
www.mapguest.com. etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 3861f
Page 4 of 8
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***

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)
#1 Fill/Pipe 100 UT to Lake Jeanette 4-6 Feet Perennial
#2 Pipe 286 UT to Lake Jeanette 3-5 Feet Intermittent

4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: NA
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
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.
A perennial/important stream channel is present near the northern boundary of the site.
The impact to this feature is associated with a road crossing that is necessary to access the
site. This impact is minimal at 100 feet. The remainder of this feature will be undisturbed.
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.
Page 5 of 8
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbod
y
(if applicable) Type of Waterbody .
(lake, pond, estuary, sound,
bay, cean, etc.

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
hl!p://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.
Approximately 100 if of perennial/important stream channel will be disturbed. Due
to the minimal impact, mitigation is not proposed. Approximately 2861f of inter-
mittent/unimportant stream channel will be disturbed. This feature does not possess
important stream characteristics; therefore, mitigation for impacts to it is not Rroposed.
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/wM/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):
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):
Page 6 of 8
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 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 ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also. be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within .15A NCAC 2B .0233
(Neese), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No X If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
i 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.
Page 7 of 8
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.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
When developed, the site will contain approximately 38% impervious surfaces.
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.
When develoi)ed, the site will receive sanitary sewer services from the City of Greensboro.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H,0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit 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
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control)..
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the ,
Page 8 of 8
is provided.)
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mailbox:///C l/WINNT/Profiles/bob_zarzecki/Application%20Data/Mo...
Subject: Re: project #03-0199 triage
From: Bob Zarzecki <[e-mail]>
Date: Tue, 27 May 2003 08:17:36 -0400
To: Steve Zoufaly <[e-mail]> FILE
CC: Cyndi Karoly <[e-mail]> •, OPY
Steve:
Thanks. I'll put a copy of your comments in the file and pass it on to Cyndi.
Either here or I will be handling it.
- Bob
Steve Zoufaly wrote:
Bob,
It appears that the project in the WS-III watershed in Guilford County
is "high deisity" and thus would require a 100 foot vegetated buffer if
the stream is a perennial stream (i.e., based on USGS topo map). Mr.
Simm's?, Guilford Co. watershed administrator, should be aware of the
appropriate WS requirements.
Steve
1 of 1 5/27/03 8:18 AM
Triage Check List
gate: 03 Project Name:
DWQ#: 01 -0 ?4ci
County: (wi 1 p r,4
o
To: ? ARO Mike Parker
? FRO Ken Averitte
? MRO Alan Johnson
? RRO Steve Mitchell
From: .(6 &10
i
-1 WaRO Tom Steffens f:1
Fdl.4
El WiRO Noelle Lutheran
?`? p?{o
WSRO Cyndi Karoly (Central Office) r\P ? .
? - GON'z. Arssm UrJ(i -=5-kve??? ??y
Telephone : (919) "i33-c-fW
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Mnimization/avoidance issues
Buffer Rules (Nouse, . a, Qa,ke-
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
;omments: 'k.V2:

CL
o oaf ?
ENGINEERING CONSULTING SERVICES, LTD.
Geotechnical • Construction Materials • Environmental
2003
?q11
Ms. Cyndi Karoly?
912,
'
Division of Water Quality.
401/Wetlands Unit . °
1650 Mail Service Center . :
Raleigh, North Carolina, 27699-1650
Subject: Additional Information
Request for 401 Water Quality Certification
North Elm Street Office Park
Guilford County, Greensboro, North Carolina
ECS Project G-7253
Dear Ms, Karoly:
Please find two copies of the revised drawings for the North Elm Street Office Park APre-Construction
Notification Application for theproject was submitted to you on February 13, 2003: Exhibits. prepared
by Borum Wade and Associates, P.A. indicated that the impact to the perennial stream' channel would be
approximately 100 linear feet. Since that initial submittal, it has been determined that the. impact. to the
perennial stream channel will be 142 linear feet. The impact to the unimportant/intermittent channel
remains at.286.linear feet. Included in this package are the Stormwater Design Calculations and a set of
full size drawings:
On behalf of JAD&W, I am requesting that a 401 Water Quality Certification be issued to authorize these
impacts.
Please feel free to contact me at [phone] if you have any questions concerning this request or if
additional information is required. Thank you in advance for your timely consideration of this matter.
Sincerely,
ENGINEERING CONSULTING SERVICES, LTD.
f G?%
Denise M. Poulos
Principal` Scientist
6909 International Drive; Suite 103 • Greensboro, NC 27409 -.[phone] o"Fax [phone].
Offices: Aberdeen, MD • Atlanta, GA • Austin, TX • Baltimore, IsM • Chantilly, VA • Charlotte, NC • Chicago, IL • Cornelia, GA • Dallas, TX
Danville, VA Frederick, MD . Fredericksburg, VA • Greensboro, NC • Greenviile,.SC Norfolk, VA • Orlando, FL • Raleigh, NC
Richmond, VA- Roanoke, VA • San Antonio, TX - Williamsburg, VA • Wilmington, NC • Winchester, VA
' CALCULATIONS
N. ELM STREET OFFICE PARK

N. ELM STREET
Greensboro, NC
Owner/Developer
WOLFE CONSTRUCTION, INC.
200 - J. Pomona Drive
Greensboro, NC 27407

I
Engineers:
Borum Wade and Associates, PA
405-D Parkway
Greensboro, NC 27401
Telephone: [phone]

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Sediment Basin Design
Project: N. ELM STREET OFFICE PARK Computed By MLW Date: 06/07/00
Location: GREENSBORO, NC Checked By. MLW Revised: 04/25/03
Developer: WOLFE CONSTRUCTION
Bottom Bottom Top Top Side- Weir weir
' Basin Drainage Denuded Sediment Basin Width Length Depth Width Length slope Length Length
Number Area (Acres) Area (Acres) Volume ft. ft. ft. ft. ft. Required ft.
Required Provided ft.
1 7.10 2.11 3798 4175.5 15 45 3.5 29 59 2 9 To
2 1.46 1.46 2628 2744 14 28 3.5 28 42 2 2 5
3 0.43 0.43 774 885.5 5 10 3.5 19 24 2 1 5
2 0 5
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BORUM, WADE AND ASSOCIATES, P.A. PROJECT NAME
ENGINEERS - PLANNERS - SURVEYORS
PROJECT NO. SHEET 1 OF
405-D PARKWAY GREENSBORO, NC 27401 BY DATE
PHONES: 275-0471 - FAX: [phone] CHECKED DATE

PROJECT NAME
BORUM, WADE AND ASSOCIATES, P.A.
ENGINEERS - PLANNERS - SURVEYORS
PROJECT NO.
SHEET a OF
405-D PARKWAY GREENSBORO, NC 27401 BY DATE
PHONES: 275-0471 FAX: 275:3719 CHECKED DATE

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BORUM, WADE AND ASSOCIATES, P.A.
ENGINEERS - PLANNERS - SURVEYORS
405-D PARKWAY GREENSBORO, NC 27401
PHONES: 275-0471 • FAX: [phone]
PROJECT NAME
PROJECT NO. SHEET OF
BY DATE
CHECKED DATE
4

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SOURCE:
USGS TOPOGRAPHIC MAP, LAKE
BRANDT AND GREENSBORO, NC
QUADRANGLES DATED 1951 AND ---
REVISED 1994 EN C l NE
SCALE: I"= 2,000' CON S U
SERVICI
r ° r T
FIGURE 1
SITE LOCATION MAP
NORTH ELM STREET OFFICE PARK
3808 NORTH ELM STREET
GREENSBORO, NC
ECS PROJECT G-7253
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FIGURE 1
SOURCE:
USGS TOPOGRAPHIC MAP, LAKE
BRANDT AN
LTD SITE LOCATION MAP
D GREENSBORO, NC NORTH ELM STREET OFFICE PARK
QUADRANGLES DATED 1951 AND _ --` 3808 NORTH ELM STREET
REVISED 1
"
' ENGINEERING GREENSBORO, NC
= 2,,00 000
SCALE: 1 CONSULTING ECS PROJECT G-7253
SERVICES LTD
Triage Check List
te: '? • !S' tl3 Project Name:
To:
E'
Fc4.J k

DWQ#: 0 3 -o l4q
? ARO Mike Parker
? FRO Ken Averitte
? MRO Alan Johnson
? RRO Steve Mitchell
'rom:

The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.

? Stream length impacted
0 Stream determination
El
Wetland determination and distance to blue-line surface waters on USFW topo maps `OZ
? ]N inimiz tion/avoidance issues
Buffer Rules eamW6 a, MM&eftW*- Qp,? S',,,,,? t . , : (, J S 11 i -
? Pond fill
? Mitigation Ratios'.
? Ditching c
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
nments:

61 Cam-- G` 5wei? dt CL
(60 Lmu? 6-A4,,
County:. r ? L u • ?'s?
i
? W Tom Steffens C •w?.
? WiRO
O
WSRO Cyndi Karoly ( entral Office) ?-P
SIT. UO =5-kve???
Telephone : (919) x'33-Ct}Z(?
C- ,--%

? WATF Michael F. Easley, Governor
0 R
O? QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
\
r Alan W. Klimek, P.E. Director
> q Division of Water Quality
o ?

March 18, 2003
Guilford County
DWQ Project No. 03-0199
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. David Schank
JAD&W, LLC
200-J Pomona Drive
Greensboro, NC, 27407
Dear Mr. Schank:
On February 21, 2003, the NC Division of Water Quality (DWQ) received your application for a 401 Water Quality
Certification to place fill in 386 linear feet of streams in order to construct the North Elm Street Office Park in Guilford
County. We have concluded that we do not have complete site information needed in order to complete our review of this
application. Specifically, please provide the following materials:
1. The "Stream Crossing and Wetlands Impact Exhibit, Plan Sheet #1" included with your application needs to be
reconciled with the impact summary on your Pre-Construction Notification form. The Graphic Scale indicates
that the drawing is at V=100'. However, this does not match an engineering scale, which appears to beat
approximately 1"=250'. It appears the plan drawing-has been reduced and the scale was not fixed accordingly.
Using the 1 "=250' scale, the pipe at crossing #1 appears to be 250 feet long, not 100 feet long as indicated in
your PCN form. Please provide corrected drawings with an accurate scale;
2. Your PCN form reflects the pipe distance at crossing #1 rather than the actual stream impact. Please note that
you are proposing to place a sinuous stream into a straight pipe, and the actual stream distance is longer than
the pipe. The stream impact distance must be listed as the impact, not the length of the pipe. Furthermore, you
have not included any of the upstream or downstream bank stabilization measures in your calculations. Please
be sure to include any measures such as rip-rap as shown on your drawings in your impact calculations.
3. If the perennial stream impacts associated with this project exceed 150 linear.feet, compensatory stream
mitigation will be required for this project in accordance with 15A NCAC 2H .0506(h). If mitigation is needed, you
will have the following options for satisfying the stream mitigation requirement associated with this project:
Payment into the North Carolina Wetland Restoration Program (WRP), if the WRP will accept the responsibility
for conducting this mitigation work, or
Preparing and implementing a stream mitigation plan with a minimum of a 1:1 restoration component.
Your application included no mitigation proposal. If mitigation is needed, your application will be considered
incomplete until a detailed mitigation plan including a 1:1 stream restoration component is forwarded to this office.
We strongly suggest that you locate a mitigation site within the same river sub-basin as your project.
If you decide to propose use of the Wetland Restoration Program in lieu of developing your own stream mitigation
plan, you will need to contact Mr. Ron Ferrell with the WRP at [phone] to see if they will accept the
project. You should note that mitigation requirements proposed to be mitigated through the Wetland Restoration
Program must be rounded to the nearest linear foot increment according to 15 2r .0503(b);
4. A stormwater management plan will be needed for the development. Please provide plans for a constructed
wetland which is designed to achieve 85% Total Suspended Solids (TSS) removal.
N. C. Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 [phone] Customer Service
1 800 623-7748
Please provide copies of your response to John Dorney, 401/Wetlands Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604-
2260. Until the information requested in this letter is provided, I will request (by copy of this letter) that the Corps of
Engineers place this project on hold. Also, this project will be placed on hold for our processing due to incomplete
information (15A NCAC 2H .0507(h)). The processing time for this application will begin when the requested information is
provided in sufficient detail. If we do not hear from you in writing within three (3) weeks, we will assume you no longer want
to pursue the project and we will consider the application withdrawn.
Thank you for your attention. If you have any questions, please contact Cyndi Karoly in our Central Office in Raleigh at
[phone].
Sincerely,
fn ney
JRD/cbk
cc: Todd Tugwell, Corps of Engineers Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
File Copy
Central Files
Denise Poulos, 6909 International Drive, Suite 103, Greensboro, NC, 27409
030199
Triage Check List
Date: 3 Project Name: j ? ? Ge y"
DWQ#: d 3 -J
Fit COP County.
To: ? . ARO Mike Parker ? WaRO. Tom Steffens
? FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Mike Parker WSRO Cyndi Karoly (Central Office)
? RRO Steve Mitchell
From: Telephone : (919)
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
determination and distance to blue-line surface waters on USFW topo maps
EZI..etland
ur ization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable? .
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
JAD &W t1l
0 February 11, 2003
o?? ,o. „ FEB 2 1.2003 ?';,
ECS Ltd.
6909 International Drive Suite 103 10 -
Greensboro, NC 27407 ?> _..,.....
Attention: Ms. Denise Poulas
Re: North Elm Street Office Park @ Lake Jeanette
3808 North Elm Street, Greensboro, NC
Dear Ms. Poulas,
This letter authorizes ECS, Ltd. to prepare all necessary applications and exhibits
as needed to apply for the appropriate stormwater and stream crossings permits at
the above referenced office park, and to also act on our behalf in all correspondence
with the U.S. Army Corps of Engineers and the North Carolina Department of
Environment and Natural Resources related to this permitting process. We
acknowledge there is an application fee of $475.00, for which we will reimburse
ECS upon receipt of appropriate invoicing.
We appreciate your representing us in this matter and look forward to hearing
from you shortly.
Very trul ours,
kI 41
JAD&W, LLC
200-J Pomona Drive
Greensboro, NC 27407
336-299-2969
336-299-2949 fax
ENGINEERING CONSULTING SERVICES, LTD..
Geotechnical-'Construction Materials Environmental `
February 13, 2003
Mr. John Dorney
Division of Water Quality
401/Wedands Unit 06 1
1650 Mail Service Center.
?-
Raleigh;.North Carolina, 27699-1650
Subject: Pre-Construction Notification Application
Request for 401 Water Quality Certification
North Elm Street Office Park
Guilford County, Greensboro, North Carolina FEB 2 . ( 203 1
ECS Project G-7253
WETLANDS OUP "I
1?1A71 R UALt7Y SfGTION
Dear Mr. `Dorney:
Please find seven copies of the Pre-Construction Notification Application for the "above referenced
project. The site is approximately 6.22 acres in area and is located at 3808 North Elm Street in
Greensboro (Figure l). The site is being evaluated for developmentwith the North Elm Street Office
Park.
Unnamed tributaries to Lake Jeanette are located on the site. A perenniaUimportant stream channel is
.located near. the northern boundary and an intermittent/unimportant channel is located on the eastern
portion of the site. As shown on the attached. exhibits prepared by Borum Wade and Associates, P.A..,
approximately 100 linear feet,of perennial/important channel will be impacted by the construction of an '
access road into the site. Due to the proposed Painter Boulevard, it is not possible to access the site from
North Elm Street. Due to its minimal nature, mitigation is not proposed for the impact to this stream
channel.
In order for the project to be economically viable, two office buildings and their associated parking lots
must be constructed. Approximately. 2286, linear feet of unimportant/intermittent stream channel will be
impacted by,this construction. The channel is approximately three to, five feet wide.It possesses a
marginally defined bed and bank along most of its length. Herbaceous vegetation and leaves are present
in the channel bottom. We did not observe fish, amphibians, crayfish or other organisms in the channel
It is our opinion that the feature functions as an unimportantlintermittent stream channel. It "has been
designated as such by the_City Of Greensboro.. On behalf of JAD&W, I am requesting that a 401 Water
Quality Certification be issued to authorize these impacts.
Please feel free to contact me at [phone] if you have any questions concerning this request or if
additional information is required. Thank you in advance for your timely consideration of this matter.
Sincerely,
NGINE G CON TING SERVICES, LTD.
C
erase M. Poulos
Principal Scientist
Attachments: Pre-Construction Notification Application
$475 Water Quality Certification Fee .
6909 International Drive, Suite 103 - Greensboro, NC 27409 • (336) 856-71.50 - Fax [phone]
Offices: Aberdeen, MD - Atlanta, GA,* Austin, TX • Baltimore, MD •. Chantilly, VA • Charlotte, NC • Chicago, >L - Cornelia, GA - Dallas, TX
Danville, VA • Frederick, MD • Fredericksburg, VA o Greensboro; NC • Greenville, SC • Norfolk, VA • Raleigh, NC • Richmond, VA
Roanoke, VA • San Antonio, TX • Williamsburg, VA • Wilmington, NC 9 Winchester, VA
h

_ --U-. / -7
k,5,3
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
Q_
(If any particular item is not applicable to this project, please enter "Not Applicable" or
I, 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 from DWQ
X 401 Water Quality Certification
2. Nationwide; Regional or General Permit Number(s) Requested: NWP 14, NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4.. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
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: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Mr. David Schank
Mailing Address: JAD&W, LLC
200-J Pomona Drive
Greensboro. NC 27407
Telephone Number: 336-299-2969 Fax Number: 336-299-2949
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: Denise M. Poulos
Company Affiliation: ECS Ltd.
Mailing Address: 6909 International Drive
Suite 103
Greensboro, NC 27409
Telephone Number: 336-856-7150 Fax Number: 336-856-7160
E-mail Address: dpoulos(a-),ecslimited.com
Page l of 8
IIL 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: North Elm Street Office Park
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Guilford Nearest Town: Greensboro
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): From Greensboro: North on
Elm Street. Cross Pisgah Church Road. The site is on the right, just south of Lake
Jeanette Road.
5. Site coordinates, if available (UTM or Lat/Long):
(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): 6.22 Acres
7.- Nearest body of water (stream/river/sound/ocean/lake): Take Jeanette
8. River Basin: _Haw/Cape Fear
(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.ne.us/admin/mal)s/.)
Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is wooded. The surrounding properties contain
office buildings and single family residences.
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used: The site
is being evaluated for development with North Elm Street Office Park This will
involve the construction of a road, two office buildings and parking lots Trucks,
trackhoes, loaders, pans, etc., will be used to develop the site. This will result in the
impact to approximately 100 if of important/perennial stream channel and to
approximately 2861f of unimportant/intermittent stream channel
11. Explain the purpose of the proposed work: The purpose of the work is to develop the site
with an office park. This requires the construction of roads build I ing,s and parking lots
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.
There have been no permits requested or obtained for this project in the past
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.
We do not anticipate that additional permit requests will be made in the future
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts, are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 3 of 8
1. Provide a written description of the proposed impacts: Approximately 1001f of
important/perennial stream channel will be impacted by road construction
Approximately 286 if of unimportantlintermittent stream channel will be impacted b the
construction of buildings and parking lots.
2. Individually list wetland impacts below: NA
*
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 hgp://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: NA
Total area of wetland impact proposed:
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?
leasespecify)
#1 Fill/Pipe 100 UT to Lake Jeanette 4-6 Feet Perennial
#2 Pipe 286 UT to Lake Jeanette 3-5 Feet 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.uses.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tonozone.com
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 3861f
Page 4 of 8
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***

List each
impact separately and identify
temporary
impacts.
Impacts
include, but are not
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: NA
Open Water Impact
Site Number

indicate on ma
Type of Impact* Area of
Impact

acres Name of Waterbody

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

bay, ocean, etc.

List each impact separately and identity temporary impacts. impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a` pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
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:
VIL 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.
A perennial/important stream channel is present near the northern boundary of the site
The impact to this feature is associated with a road crossing that is necessary to access the
site. This impact is minimal at 100 feet. The remainder of this feature will be undisturbed
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.
Page 5 ofS
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
hllp://h2o.enr.state.nc.us/ncwetlands/strrngide.htrnl.
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.
Approximately 100 if of perennial/important stream channel will be disturbed. Due
to the minimal impact, mitigation is not proposed. Approximately 2861f of inter-
mittent/unimportant stream channel will be disturbed. This feature does not possess
important stream characteristics; therefore, mitigation for impacts to it is not proposed.
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):
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):
Page 6 of 8
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 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 (919),733-5083 to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
_map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within .15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No X 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. Required
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.
Page 7 of 8
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.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
When developed, the site will contain approximately 38% impervious surfaces
X1I. 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.
When developed, the site will receive sanitary sewer services from the City of Greensboro
XIIL Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit 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
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).
;•
/0,3
Applicant/Agent's Signature b to
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8

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WOLFS W DOMES
March 21, 2003
WETLANDS / 401 GROUP
MAR 2 5 2003
John Dorney
NC Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699-1650
WATER QUALITY SECTION
Dear Mr. Dorney:
I am in receipt of your letter dated 3/18/03 regarding our application for the North
Elm Street Office Park in Guilford County. Thank you for your timely response to
this request. Our engineer, Homer Wade of Borum Wade and Associates, is in the
process of preparing the documents we need to complete our application and will
forward them to your attention upon completion.
Thanks again for your help.
Sincerely,
David Schenck
cc: Homer Wade
200-J POMONA DRIVE
GREENSBORO, NC 27407
OFFICE 336-299-2969
FAX [phone]
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6909 International Drive, Suite 103 • Greensboro, NC 27409 • [phone] • Fax [phone]
Offices: Aberdeen, MD • Atlanta, GA • Austin, TX • Baltimore, MD •'Chantilly, VA • Charlotte, NC • Chicago, IL • Cornelia, GA • Dallas, TX
Danville, VA • Frederick, MD . Fredericksburg, VA •. Greensboro, NC • Greenville, SC Norfolk, VA • Orlando, FL * Raleigh, NC
Richmond, VA • Roanoke, VA • San Antonio, TX • Williamsburg, VA • Wilmington, NC • Winchester, VA
t CALCULATIONS
N. ELM STREET OFFICE PARK

N. ELM STREET
Greensboro, NC

Owner/Developer
WOLFE CONSTRUCTION, INC.
' 200 - J. Pomona Drive
Greensboro, NC 27407

Engineers:
t Borwn Wade and Associates, PA
405-D Parkway

' Greensboro, NC 27401
Telephone: [phone]

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BORUM, WADE AND ASSOCIATES, P.A. PROJECT NAME
ENGINEERS - PLANNERS - SURVEYORS
PROJECT NO. SHEET OF
405-D PARKWAY GREENSBORO, NC 27401 BY DATE
PHONES: 275-0471 FAX: [phone] CHECKED DATE
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BORUM, WADE AND ASSOCIATES, P.A.
ENGINEERS - PLANNERS - SURVEYORS
405-D PARKWAY GREENSBORO, NC 27401
PHONES: 275-0471 - FAX: [phone]
PROJECT NAME
PROJECT NO. SHEET a OF
BY DATE
CHECKED DATE
. W X'; V L. Virj (hoi') jer
I??L if - 6?" FLD.PE f,?e
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BORUM, WADE AND ASSOCIATES, P.A.
ENGINEERS - PLANNERS - SURVEYORS
405-D PARKWAY GREENSBORO, NC 27401
PHONES: 275-0471 - FAX: [phone]
PROJECT NAME
PROJECT NO. SHEET OF
BY DATE
CHECKED DATE
_1
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
0 Print your name and address on the reverse
.so that we, can return the card to you.
¦' Attach this card to the back of the_mailpiepce,
or on the front if space permits.
1. Article.Addressed to,
JAD&W, LLC
200-J Pomona Drive
Greensboro, NC 27407
DWQ# 03-0199 - Guilford County
2.:Articls Number
(Transfer from service labeq
Ps Form 3811, August 2001
A Signature
X ? Agent
Yf r J Addressee
B. Received by( Printed ame) C. D? of Deliven,
37 D. Is delivery address different from item 1? IvYes
If YES, enter delivery address below: ? No
3. Se Ice Type
ET
Certified Mail ? Express Mail`
? . Registered Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
7002 3150 0004 9315 2684 ?
Domestic Return Receipt 102595-r'
UNITE STATES POSTAL SERVICE First-Class Mail
Postage & Fees Paid
LISPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP-i=4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604

i
f
DETACH AND RETAIN THIS STATEMENT
THE ATTACHED CHECK IS IN PAYMENT OF ITEMS DESCRIBED BELOW. IF NOT CORRECT PLEASE NOTIFY US PROMPTLY. NO RECEIPT DESIRED.
Engineering Consulting Services LTD. z? /D L/
DAT T, ACCOUNT DESCRIPTION AMOUNT
Ad,* i _

F y?F
F° o's9
C
FILTER FABRIC Pv
HOG HIRE BAKIWi If-_ 10` KAX BETYEEN F'05r5 (W NOG WI(C)
FETAL J2- / I METAL POST
y. y POST: LON5, TRW46LE STEP
' . - Q _ b' W.X.5PAGIN5 7 . ...:.ti
~
STONE MIRE. 14 6AWvE, MESH SFAINIS k"VRE 6 MGIES SEEDING 5PECIFICATIONS
/ STONE: NW Wq`..NED STOW 057 STOPS 32'
(DURING DROLI~~HT CDNDITIONS)
SEDpgNT
N E FOLLOWN6 A7E THE MINIMUM 5TA ILIZATION REYiAR~5/T5 FOR SLOPE S(_IWWS AND 664" AREA5 y^ j#+~' IEEDH7 FOR TFE IfUAIY.E Nl A
ry ? 6' L. B" 11,11 11111, 3 C6TTIF ATE OF Rio Fr CITr OF 6RE66BORD - 501L ERCr M GONTP SECTION DlRA16 DRCA,KF{f COpITICNS.
APPLY 4000 L05. A6RICA.LTLRAL LR-ESTONE PER AC,AW.
I, DRIVE 5TEEL "T 18' INTO 6ROLW AND EXCAVATE A 6' X 6' TRENCH
LFFNLL A Z% THE LEE OF POSTS. FLAX Id 13ETYEEN POSTS (W H(* ORE) IHA.Er LIME AND FERTILIZER 1-10-1 TFERTILIZER PER ACRE FOR 6RA% 5EEDIN6. DISKED INTO THE SOIL SLRFACE TO A WNMM DEPTH OF 4 RITES.
2. ATTACH PARE FEWSE TO POSTS Alp EXTEND THE BOTTOM OF THE 1'- FENCE 6' INTO THE EXCAVATED TRENCH. DER - MMPQIR 5TARII 17ADO
3. ATTACH THE FILTER FABRIC TO THE WIRE H3ICE AW ExrEW) THE / A. 6RA55 n) BROWITOP MILLET OR 5OR6RA4-51pAH HYBRIDS - 50 LB5 PER ACRE.
BOTTOM OF THE FABRIC b' INTO THE T12ENCH, 4. BAX.FILL THE TRENCH AND COPACT THE 501L FIRMLY TO AW" B. GRAY-,, - LEW* WARE
THE BOTTOM OF THE SILT FENCE 5o THAT THE IU40FF 15 FORCED TO G (1) BROHHTOP MILLET - 15 L55. PER AkAE PLUS 5EREGIA LE5PEDEZA (5OARIFIED) - 60 LEIS.
W TIPU CIE FENCE AND CANNOT 60111 W IT. STOi I WIRE INLET PR(
PROTECTION PER ACRE. SET LA atm _ qcl Y WNTER
TREE PROTECTION FENCE ~^""B" ISPECT DEVICE +AARLY TD e+ARE REMOVE SEDI ENT A 41 ATION FROM BB41O WMW AND RE LARLY 70 BE4.R'E PROPER RMGTIOltlNG. (I) A 6RA% iULAR 4 WRE MO PROPER RW E HEGE`. RY TALL FE5C1E - 150 LES PER ACRE.
(2) TAU- SE - X00 LBS PER ACRE " AN4AAL RYE(~ - 25 L85 PER ACRE.
(SILT FEWoE) B 6RA55 - LB6UM4T£ MX11.RE W TALL FE5(AE - 100 L05. PER ACRE PLUS SEIWA LMPEDUA 06GARIRED) - 60 LB5.
C06 sm. ow ME AS PER ACRE.
MAINTENANCE: R£fEOT DEVICE IRBSN.ARLY TO ENX.RE PROPBZ RNGTI(MIN6. RIP RAP PAD (2) TALL FESGE - 00 L05. PER ACRE PLUS C,RaW01FTC44 - 25 LOS. PER ACRE. (3) TALL PE5aE - 75 LOS, PER AC.RE PLUS AIWIAL RraRAw - 25 LES. PER PORE PLUS SERE' IA
REMOVE 5EDR4EW AC6"LATION FROM BEHIND FENCE kp REPAIR IF !fCEyaA!(y. 1-155 EDEZA 06GARIFIED) - 60 L05. PER ACRE.
AFTER 5EED66, THE AREA 15 TO BE ROLLED OR CJjTIPAGKED TO INSURE THAT THE 5EEV 15 PRE55ED
><5T WASHED STONE INTO CONTACT NTH 5OL S(AYFACE ALL SEEDED AREAS ARE TO BE MIICFEO WTH 5TRAH MLLCH AT 1' THICK THE RATE OF 3000 LES. PER ACRE. (APPROX loo 64E5 FIR ACRE)
A _ 5 GLASS "B" HELL SEDIMENT STORR.A.[GE MIN. GRADED RIP RAP APPLY ASPHALT EKL51ON TO TIE STRAIN MLCH AT THE RATE OF 50 6ALLON5 PER ACRE. HYDRO-TACKIIIG MAY BE
SL95TIRITED AND AFPILLE) AT A RATE TO PREVENT BLOYIN6 OF STRAW WAC11(PER MARFACTtRERS 5PEGFICATION)
A H 0 15 _2 THE ABOVE 5EEDIN6 RECOMMENDATIONS ATV RATES NAVE BEEN PREII FOR SELECTION OF A
- VEGETABLE COVER 51HTABLE FOR SOIL Eit05ON CONTROL IN THE 61RE96BORD AREA. FLOW I i
-y AREA 501L TYPES, CLIMATIC CONVJTOO6, ~BED AVAILABILITY AND INDIVIOUAL FLAW
GHARAC.TERISTKS ARE ALL TAK5 INTO A.4CLNT IN THE ABOVE RECOMMENDATIONS. DUE TO DENSITY. UAFORAATY AND TEXTURAL QUALITY REASONS THE ABOVE SELECTIONS ARE HOT
RECOHIfENJED FOR LAM AREA U5E
FILTER FABRIC
FOR 5TABIUZATION OF PLANTRIG L'® AREAS AFFECTED BY AD115THENT5 DUE TO DROlklH COIC4TION5, THE "SPEC TOW-5 DM510N WLL ACCEPT Cp-" V.Ip5LApIN6 MLLN, W00D FIBRab 5TRAHETC. FOR 155/AWE OF A CERTIFICATE OF OGGUp/,NC i
oT L
IN ADDITION, A MIN WW OF SMALL 6RAN 5TRAW THAT K PROPERLY ANCHORED WTH TACKFIER HAMN6, OR WTTIN6 GROSS SECTION HILL AL50 BE PROVED AS A MMMH METHOD OF STABILIZATION FOR THE PLANTN5 BED AREAS.
DESIGN
SETTLED 21' MIN. EM'ERGENC 'r BY-PAST,
4 0"N55 TO RIP RAP 6FE0K DAM T \ OVERFILL 6' 0• BELOW -'ETTLEC
I OR FILTER BASH Cnb SLOPE T TOP OF DAM
FILER FABRIC YEIR L FOR 5ETTLEMEN \
TEMP, QN5610N BERM
(SEE DETAIL BELOH FOR OUTLET) MAINTENANCE: REPECT DEVICE Wall-PRLY TO ENARE PROPER FUNCTIONING QJ fJ L
RENOvE 5EDPBIf ACU ATION AND REPAIR IF NECESSARY. - 'Q FILTER LI MAX. NATURAL
FABRIC 2~1 MAX_ &RO)ND
6LA551B'(5'-151)
YEL: 6RADED RIP RAP SEEDING SPEGIFIGATIDNS 3' hAM. fMING NORK CONDITIONS)
SECTION A-A
RIP _RAP O MET 5TOHE 5EGTION
I'IAKO W4GE. IWMT DEUCE REW-AIEY TO H PROM FUIGTIONW, RIP MAID P I LT!•R SAA51 N CITY SOIL EROSION C 11TROL SEGTTON
REMOVE ANf 58AIERT A ami ATION AND REPAIR IF NAY
1'1113LIL ROAD ' APPLY 4000 LBIS. MWALARAL LIMESTONE PER ACRE. FIL78t BJ6R1 2 FILTG2 A!A&N f D APPLY 1000 L05. IO-10-10 RRTIL1MR PER ACRE FOR 6RA56 SEBAW,
PPE NO. D15TUREED AREA = 1.46 AO5. LIME AND FH2TILIZB2 ARE r0 BE D15K® INTO THE SOIL SIRFALE TO A MINI DEPTH OF 4 IN;1{5. G
. . PAD DN'BFilOLG STORAGE REQV = 41-75 OF ( 0.5" / AG ) STORAGE AREA = 0.43 ACS. BASIN BOTTOM = 14 ' W X 28'L TORAGE E REG1T: = lla F LATE WNIER - PARI r ~RIw=,
105'HX15'LXlb'D,dw=I3' BASIN TOP = 28' W 42' L BASIN BOTTOM = 5 w x. lo' L 05' AC.) A TWA%.. BASIN DEPTH = 3.5 BASIN TOP = 19' W X 24' L B ..T) TALL F~iCI- - I Nx RE PER ACRE.
r ° (N) 24'vi X-0'LX Ib'D, dw=8' AREA = !-46 ACS. BASIN DEPTH = 3.5' GRA55 L x0 LF, AINgGE RE IOR i
. DRAINAfiE AREA = O 43 AG5 !L' iA1,. F{~~ - KJ0 L~ ,~,0,~ p~ ~iA LESPEDEZA SLARIFfEp) . y0 ~ Q = (O.5 4.0 IN ; HR i.46 AG5.) = 2.92 GF5 ~ ! 0 0 5X 5' 0- (0.5 X 4.0 IN / HR X 043 AC5 - - 086 CF=: PER ACRE
. HEIGHT OVER WEIR = 0.33 WEIR LENGTH = 5' 12,% r'V-L FED(` AE - 100 LB5 PER ACRE p15 C,ROWA!E7"U, - 25 CBS. PER nt,RE. HEIGHT OVER HEIR - 0.15
55' PAN
r OTECH LkER EAR__! r -?RjN1f - - A ywsa A GRASS
2-3' COARSE AG6RE6ATE (I) TALL FE5-JJE - 50 L95 PER A.RE
(2j 7AI - FE5UE - IOC LOS. PER ACRE FI-L5 HEEPiNc, LJVE6RA55 - 5 L55. PER ALRE B. CR.155 - LE6LHF 4XTU2E
(I) TALL FT5CJ)E I00 LB5 PAY AIAZE PLi6 5EREr, LESFEDEZA (5GARIFIEJ) - t0 LBS.
STONE 60N5TRMTI0N ENTRANCE PER ACRE
MAINTENANCE, INSPECT DEVICE REW ABLY TO ENWE PROPER RINGTIONA$
REW\/E SEDIMENT ALCU4A.ATION FROM ENTRANCE AND REPAIR/REPLACE IF NECESSARY A 6RA55:
,l) TALL FE5GLE - 150 L BS PER ACRE PLUS M'E1EPN5 LO?55RA55 - 5 195 PER ACRE (2) YEEPIN6 LOVE6RA% - 5 L85. PER ACRE PW5 BROMTOP MILLET OR 50RbMH-5LDAN
HTEIRID5 - 5C LOS PER ACRE.
GON5TRUGTIDN SEl L= F B. 6RA% LE611HE WXTLRE
L SGEDULE PRE{ONSTRLGTION PEETIN6 NTH 8ZO5ION INSPECTOR AND HEIR (I) EE LOVE6RA55 - 5 LB5 PER ACRE PU6 5EREUA LESFEDEZA (SCARIFIED) - 60 ',.BS
6RAD!N6 CONTRACTOR AND ONER TO OBTAIN 6RADR46 PERMIT. - - I' MIN, TOP OF L ROCK ABUTH-ENT MN. IO' FREEBOARD LATE AMI IER - EARLi WNTER
2. INSTALL STOW DYRANCE AMD 81.OCK OTHER AY.CE`f. GRAVEL FAgN6 ) 3. CLEAR 511E AffICIENT TO INSTAL. REKAININ6 EROSION CONTROL DEVICES, - A. GaAY,.
INSTALL TREE PROTECTION PEKE (SILT FENCE) NV GEAR REMAINING SITE. FLpV (U TALL FE5(t - 150 L%. PER ACRE. ROW T
4. 6RLU AREAS FOR EROSION CONTROL FE/5WD5 AND A THEN INSTALL SILT FENCE, DIVERSION BfRN5, AND FILTER BASINS. FAN. "o - T (2J TN1 FE5ClE - 150 LES PER A(,RE. I B GRAMS - LEC4, HE MIXTURE
5. 6446 REMAINNS 511E AREA. 5LOPE (I) TA LL FESGA: -100 CBS. PER ACRE PLi6 SHtEGIA LE5PEDF2A 96GARFIEDI - 60 L55, PaMDATION K.RE_
6 CA1'BRT CRO56IN6 PEP 1 46 = DEPTH OF FLOH1 PLU5 ID FT. FREEBOARD (2) TALL FE" - 150 CBS. PER ACRE.
4 i A. R5TA11 TEQ. CREEK C.ROSSAY, 5PILLYUY CR£ST B LAY CLLVERT NTH 5ANRA65 ON W5TREA! END i01N5,RE FLOH IN EXT. CREEK LEVEL APRON 15 TO
C. REMOVE 54IDBA65, DIVERT FLOH TO CLLVERT, COVER AS REG RED. T GRUB AHD SRADE DRIVES, PARKINS LOTS AND BALDING FADS. PROVIDE ROLLED - - - i- 2 FILTER FABRIC AREA Ff---a{ I~~ %WTH 501L SWAGE, ALL SEEDED ~TIPACRET TO KLC THAT THE SPED IS PRESSED
9' \ ADT%IT!CNAL EROSION CONTROL FOR STOCKPILE AREA (SILT FENCE, INSTALL STORM 5 AND IN-ET PROTECT ETC) AS PffD97- ROCK AanMENT 31 MIN. AT WTH STRNV MACH AT 1 THE RACONTACT AREAS TE OF 3000 L05. PER ACRE. (APFROX 00 BALES ARE TO ACRE)
FILTER FABRIC 9. SEED 6RADED N+FA5 O)TWE OF WLDIN5 AREAS INCLLDkK FILL 5LOPE-5 PLAN V164 OF ROCK DAN
OWE FIN& GRADE IS ESTABLISHED. NTH 5?I i war roan 5PLL11VAY DETAIL ROCK DAM APPLY ASPHALT EM.LSiON TO TIE STRAH MALN AT THE RATE OF 150 GALLONS PER ACRE.
10. WALL IVE R6ROAD UTILITIES 5- fl INSTALL STOW,C4RB AND ASPHALT. AY DETAIL
12. DRE55 AND'$D 94AIILDER5 AND 5LOPE-5 AFTER CWB 15 INSTA!.LED. u +5T WA5lED STONE A 13. BEGAN OULD06 COHSTRW TION MIK 11P5772EAN GRAVEL 5' THE ABOVE 5EEDW RECGMEHpATIONS AID RATES HAVE BEEN PREPARED FOR SELECTION OF A
I' THICK !4. SPEC ALL RESI.LT4K DSTLRB® AREAS. E FAL 45 $TONE RtOGK ABUTT-SIT VEGETABLE COVER SLATABLE FOR 50p- 820510N CONTROL IN THE 6Rfft600R0 AREA FA61N6 12• THHK,K MAN.
2' CA55 R W HELL JP RA 15 . INSPECT AND MAINTAIN EROSION CONTROL DEVICES FOR DlRAT10N OF CEi l1:7)QN. 2' MN AREA. SOIL TYPES, CLMATIG C4040ITIC)N5 S® AVMLABILITY AND IIVMOIAAL PLANT
GRADED RIP RAP !E AFTER 511E 5 5TA&LIIED, REMOVE VE TEMPORARY EROSION CONTROL OEVIEVICE DI57UREE0 AREA, = 2.11 A5. INSTALL AND MACH ALL C~BROU VELOCITY MEAy.RE5 AND SPOT SEEM 5KRA6E REQ*0 • ( 415 05 5 WCFAC, ) i. IK SPILLWAY 0;e5T ELEVATION CHARACTERISTICS ARE ALL TAKEN INTO ACCONT IN THE ABOVE RE( CMENDATIO 5 DLE TO
'F DI FIENT 5TH 2 2' CLA55 B RIP RAP DENSITY, MIFORMITY Alp TEXTURAL MALTY REASONS, THE ABOVE SELECTIONS ARE NOT AC.)
T FLOH 2 IT. AFTER SITE 5 STABILIZED, REMOVE FILTER BASIS AND INSTALL PERMWENT 5TORA6E PROVV = 2,400 CF SFJ 2 - 3' ~ I 5MD FILTERS. BOTTOM 6H X 451- ON EXP05M AREAS PqITHN FILTER FA6Rj6 16. HPROVIDE ORK DAYff COMPLETION OFFAANY PHASE OF COSTFIILT~ FIFTEEN (15) DEPTH p' W X 51, L F FLOW I 6 MAX \ 3 ROCK APRON REC~ FOR LAM AREA USE.
'-s I r- 15 MIN.
15. LEAH CUP 5EDIFENT GNAHEERS IN 5AND FILTERS AND 5EEV ALL REMAINING AREAS. DRAM 35'
20 EXOE55 DIRT IN STOCKPILES TO BE RE40VED FROM 517E AS 51TE NOW pR06RESy, . 0 AKA6E AREA IN 110 A5. G5.
5TCGKRLE AREAS TO BE SEEDED OR PAVED. 2010 X 5$ NU1R ,r`LI AGS,1 = 14.1 Cf5 ACE. 1 Gli-0Ff TRENCH} FILTER FABRIC
YER LENGTH N = o FT. 2' DEEP MN. 2' WIDE MIN. 4' CLA% II RIP RAP
DEPTH OF FLOH = 0.4 FT SECTION a-A VCR IE*HT (W = 1.4 FT.
Cnn55 w.T1O1 , _~~11 ~14i Hid
RIP RAP CHECK D AM FIB FILTER BASIN NTH ROCK DAM OUTLET o :Ftiss
MAINTENANCE: INSPECT DEVICE RffLLARLY i0 SNARE PRDFl3t FLNCTIOkN6. REMOVE BKAWINTERMIC ®R@R REMOVE 5ED!4ENT ACCLKLATION AND REPAIR IF lECEY.a , NMH &AWZ. INSPGGT DEVICE WALARLY TO B/5LRF PROFW RAIGTIOAN6. REMOVE 5'evR4Brr ACCLHU.ATION MOM BASIN WEN #TH Flll AIV f~A1R IF NECESSARY. $ SAL ~
F
'071 a3 EROSION CONTROL DETAIL SHEET
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NORTH ELM STREET OFFICE PARK
AT LArf .EArETTE
3$pC EgDNOTONNSHIPQRTH STREILFORDT
MORE? AM) (AUNTY 6REEW 30R,O NORTH CAROLINA
I'"b DATE-APRIL APi21L 29, 2003
DOR, MADE AND A580GIATES~ P!1 T` ENGINEERS - PLANNERS - SURVEYORS n
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SAND FILTER #I
AND FILTER NOTES: 5PECIFICA 10
M"W EM A. FOUNCAI IONS A 6 HOE AGSAM F 51W1 OE PROVIDED FROM THE PUBLIC STMT RI6HT-OF-KAY RETAINING WALL FOUNDATION 5HALL 13E FOUNGfG JN tJNDI'~ 7LRBED SJIL HAVING A MIN!" E3EAkIN6
TO THE SAND FLTRATIOM AMPRE11R A7MBIT MEAS. GAFGI OF ?500 PSF
2 ALL CONCRETE FOR FOOTINCi5 SHALL BE GA5T ON THE 5AME PAI THAT THE EX-AJAiIONS ARE i. SYEEPM6 PA A WS ON A PERI01)IC BASIS N0.1 MP TFE LIFE OF THE FILTH BY REDUCING MADE TO THE FINAL 6RADE. 5HALL THE POLLUTANT LARD NO DOM BNTB2M6 THE RLTER SMEEPIN, 94M D BE DONE IN SUCH A MANNER 3 THE V T R TO VERIFY THE BEA W5 APA{,ITY THE BEARING SOIL N THE FOOTING
AS TO PREVENT DEBRIS FROM ENTERIN5 IN ETS LEAVI* TO THE SAND FILTER. EXCAAVATION ION PRI PRIOR ?O CASTING AN 'r vTITIN6al 5 HkI TEN V VERIFICATION SHALL BE `UBMtY?EC
2. MOWNG/I.AW%RAPW ACTIVITIES ON THE PROPERTY 9UW BE COWLk-TED IN SUCH AWAY TO THE ETNGINEER.
TO PREVENT LAIN Np PLANT CLIPPIHK~S AS HELL A5 ERODED 5WIMENT FROM ENTERING THE I CA5T-IN-PLACE CONRETE TFE FACILITY. OIE My TO PREVENT CLIPPINGS FROM BNTERIN6 THE FAC L" 15 TO USE CAST-IN PLACE CONCCRETE SHALL HAVE THE FOLLOWING MIHIMAM 28-GAY COhPRE551VE 5'fi2ENGTHS,
M1A GNBI6 HOMERS OR TO BAG AND REMOVE CLIPPINGS, E5PEGIAtLY IN AREAS THAT tMLLE55 OTHER146E NOTED
DRAM TO THE FLIER RETANING WALL5: 4000 P51
2 Ali CONCRETE SHAL BE MADE IN AGLORDANIGE WTH DC51GN MIXES NYiIGH ARE TO Bf APPROVED BY 1. SAND f%MK FACLIJY I. ACO MA.AT$1 PAM TRASH AND DEBRIS ARE REMOVED FROM THE FILTRATION FACILITY ( 4 TIMtE5 A YEAR; THE ENGINEER PRIOR TO GA5TING ANY GONGRETE. ALL DE516 1 MIXE5 SHALL BE PREPARED AND
2. CHECK TO VERIFY THHAT THERE ARE NO 56N5 OF CRACKING OR DETERMATING CONGRETHMIN. EVERY b MONTHS) 9J3MITTED IN ACCORDANCE WITH THE REGUREMENT5 OF AGI 318, CHAPTER 5.
3. 5ELECTION OF LONGRETE MATERIALS, MIX ADMIXTURE5, SLUMP, QUALITY CONTROL TETIN6, FCRMVORK
I. GHEfK TO VERIFY TENT TIE PERFORATED PEE OR LOW FLOW ORFIGE 15 CLEAR OF DE6RI5. DESIGN AND CONSTRUCTION GIIRINS, FINISHING, GLEANING AND PATCHING SHALL CONFORM TO THE 2. CHECK THE SEDIMENT DEPTH AT SEVERAL LOCATIONS IN THE SHNMENTATION GHAMBER (MIN. EVERY (2 MONTHS) APPLICABLE REQUREMENT5 OF THE AH-IERIGAN CONCRETE IN5TIT, E.
3. REMOVE AGGIMLATC-D SEDIMENT FROM SEDIMENT GHAMIDER (INGLIA2HHIG PIPE5) EVERY 6 MONTHS AS NEEDEC DEHATER 4 DO NOT USE GALCI)M CHLORIDE ADDED TO THE MIX AT ANY TIME
SEDIMENT CHU M AND FLU5H PIPES AND WT. REMOVE SEDIMENT ANJ D15PO5E OF OFF5ITE AT AN APPROVED 517E 5 ALL CONCRETE 5HALL HAVE A MAXIMJM WATER/GEMENT RATIO OF O 45, AND SHALL CONTAIN
FLTRATM ENTRAREC AIR DO NOT USE HIGH-RANGE MATER REDUGIN6 ADMIXTURES IN AIR-ENTRAIED CONCRETE
t. MONITOR THE P IAN E OF THE FFTER BED ( MIL EVERY b MONTHS) b ADDITION OF WATER TO THE CONCRETE AT THE JOB 51TE FOR THE PURPOSE OF INGREA51% THE 5LUMF IF THE DRN'1 DAN TIME OF THE FILTER BED 15 GREATER THHAN TWK.E THE NITA_ PE51ON OR FOR RETEMPERIN6 THE CONCRETE WHICH HA5 BEGUN TO SET 15 STRICTLY PROHIBITED.
DRAIN TIME CORRECTIVE MANTOW4E 15 WEEDED. THE CONTRACTOR SHALL BE RE5POI&BLE FOR F "194ING AND INSTALLING ANCHOR BOLT5, CLIP5,
2. CLF-AN OUT THE DOER DRAIN SYSTEM INSERT5, CONNECTION PLATES, 5LEEVE5, 5LOT5, AND OTHER REQUIRED ITEM5 IN AC.CORDANGE HITH THE
3. REPLPLE THE TOP LAYER OF THE SAND FILTER CONTRACT DRAHNC{5 AND IN ACCORDANCE WITH OTHER TRADE5 PRIOR TO PLACING CONCRETE AGOUMLATED SEDIENT ON TOP OF THE SAND BED AND THE TOP LAYER OF DISCOLORED 5AND REINH iZiC b STEEL
SHCLILO BE SCRAPED OFF. THE BEHOVED 5AND 5HIWLD BE REFLAGED NTH HENI SAW OF THE REINFORGN6 5TEEL 5HALL CONFORM TO A5TM A615, GRADE 60 LAP 30 X BAR DIAMETER5 AT SPLICES
ORIGMAL SPEGOVATION5. THE SEPIMEW AND CONTAMINATED SAND SHOULD BE DISP05ET' AT UNLESS OTHE 15E NOTED ON THE DRAHW,6.
AN APPROVW SITE. 2 ALL REINFORCING STEEL SHALL BE 5EURELY TIED AND ANCHORED IN PLACE TO PREVENT CI5LOCATION
4= SmIiigiiit CURING THE PLACING C!PERATION. 1. GKCK TO VT321FY THE OUTLET 15 DISGNAR6iN5 WEN WATER 15 PRESENT IN THE FILTRATION CAA EM 3. REiNFORGN6 5TEEL SHALL 13E GLEAN OF MUD, DEBRI5, LOOSE RL15T, CEMENT, GROUT, OR ANY OTHER
WEN! THE MVHTEt LEVEL 15 ABOVE THE FILTER BED, CHECK THE OUTLET AREA TO EN5i1RE THAT THE MATERIAL WHICH MAY INHIBIT THE BOND BETNEEN THE 5TEEL AND CONCRETE.
5AN D FILTER 15 FLNGTIONIN6. E THERE 15 NO DI5GHAR6E FROM THE OUTLET, THE 5Y5TEM 15
NONFUNCTIONAL Alp CORRECTIVE PWMNTOONCE S NEEDED TO RESTORE DRAW DC4W. 2. CHECK TO VERIFY THAT THERE S NO E W51ON AT THE OUTLET AREA5.
THE ObWNSTREAM AREAS FROM THE CUTLETS OF THE 5ANND FILTER SHOULD 13E CHECKED
TO ENSURE THERE 15 NO EROSION TAKI* PLACE.
3. C+r:6K THE OVn.ET MEWS ON FILTERS 01t 3 FOR DEBRIS, BtOGKAGE AND REMOVE 6LOCKAISE IF DEVELOPER: PRfSENT. DECK THE OUTLET PIPE ON FILTER BASIN •2 FOR DEBRIS BL.OCKA6E AND REMOVE IF PRESENT. MOL.FE GON5TRUCTION, INC.
CHECK AS PART OF ROUTINE RAJNTEMANGE AND AFTER HEAVY RAIFALL EVENT5. 2000 - J POMONA DRIVE
Mdam 6REEItBORO, LNG 21401
THE PROPERTY OM M014NER5 ASWGIATION 15 RE5PONSIME FOR MAINTANIN6 THE PERMANENT 336-299-2969
WATER QllALITY DEUCE AS DIRECTED BY THE 6OVERN MENTAL OFFICE HIAVIN6 JRI50VTION FOR
WATERSHED PROTECTION.
&RAPHIG SGALE
O 2' 4' 8' 12' Ib,
WATERSHED DETAILS PLAN
70711
NORTH ELM 5TREET OFFICE PARK
TI LN.C CfV'CI IC
PRTM S,~
N AWNG ~ "°RTM S,~ h10REFfAD T0451iIP GUILFORD COUNTY
E FOR REVIEW PURPOSES M&Y 6REEN5B0R0 NORTH GAROLINA
DO NOT USE FOR CONSTRUCTION SCALE, 1'=40' PA75APRIL 29, 2003 PLAN
0011"K "ADE AND A550GIATES~ P.A T' EN61NEERS - PL ANN R5 - SURV YOR5 (r~
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LL

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i
EX S.MH. ~ I I I 30' NON-EXLWSNf RI6fiT-0F-KAY d EASEMENT 1 I FOR IN64RE55, EGRESS AND REGRESS IN DB. 4511, I
P6.691 ANY RELOCATION OR REAL16N ENT MADE A5
= , I PART OF THE 54TE DEVELOPMENT TI
RERECORDED AFTER RELOGAT BE ION 15 MADE I 5' TYPE 'D", w I i;ANTER&/RY 51-HOOL DB. 4084, P6. 44q PE 'D" ap
1 i1 I I PLANTING YARD JG YARD ZONED: R5-12
2R~ 1H LUG:UNDEVaOPED i f % m U5E: POND
1,, I I EX. H.M.H.
i
1 tl ~ 1 I t 50 FOOT STREAM WFFER ~
1 THE FIRST 15 FEET TO REMAIN UNDISTLMW THE NEXT 35 FWT TO HAVE 50% MAX BDA roP A5$
SIGN AND RESER,~ED LANP9-APIW, AND NO OCCUPIED STPoICTI.RES
FOR L OR LOT EA K4 SE EN 5 RE ~ (MALL NOT DICTATE ANY
REAU604MENT OF DRVEVW.) LAKE EANETTE OFFICE PARK i
1 LAKE JEANETTE, LLC. TREE PRESERVATION NOTES EX. 5.M.H.
PB 131, P611
DB. 5012, PG. 2005 ZONED: CO-PPM 1. ALL TREE PROTECTION DEVICES MUST BE INSTALLED PRIOR TO LAND DISTURBANCE, INCLUDING 'RE OYMN6 OF ANY TREES. A PENALTY OF $500 PER DAY MAY APPLY.
EX FIRE ENTR4WE OFFICES -0 110-~ ~f PL PU s' e 1 I 2. GONTAGT THE URBAN FORESTER AT 3T3-2150 TO 5ET UP A PRE-GONSTR[LTION MEETiN6 PRIOR
TO LAND DISTURBANCE.
PROPERLY SAVED TREES IN THE PLANTING YARD5 CAN REDUCE THE LAND5GAPE PLANT REOUIREMENT5.
, 3rya3 / _ II 4. TREE C4145ERVATION AREAS TO BE SHOM ON C, IN5 AND EROSION GONTROL PLAA5.
5. 54LT FENGIN6 GAN BE 05ED A5 TREE PROTECTION MERE TREE PROTECTION FENCING AND SILT
FENCING OVERLAP. (SEE EROSION CONTROL DETAIL SHEET)
DRI~Y APRON . TJI 'F #'i 8 ALL TREES 4 INCHES OR GREATER LOCATED IN PLANTING YARDS OR EQUIVALENT ELSEWfRE EIP
VdDTH TO C.Ob. ( rt ON SITE TO BE PRESERVED.
5TANVARD .-PLTSZ ~ i • - I _ _n L 4-~r r5
1K
~~Fwlr- 7~1 - TREE GO~VATION AREA CHART
(our) %T FEWE t- { LW15TURBED AREA
1 l ~ EX S.MH o (ALL EXISTING VEGETATION ~ RbpJIRfU TREE GOtl56ZVATiON AREA 40b34 SF.
ACTUAL TRH GOIeERVATION AREA: 85944 SF.
/A .1 784.0 'A.2 C. ~ Alb j TO REMAIN)
1 ! VXI5TIN6 TWIN eo' RCP 40' LAND5GAPE
PLANTING YARD
Y M r I /UC (PER ZONING CONDITION)
T/c 51TE INFORMATION
r x . M
IJx. ll J Ati A51N It 1 SITE AREA: 6.22 ACS.
i 015TURBED AREA: = 4.0 AG5. T/c -
04.2
END OF CONTROI.ED ACCESS N:511J6436N' Ty • T/C ry
E: 1,164315.1331' l \°.._...,.•e~ _ " 8095 T ~ 91TIC E0
1 6 0• as
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Ira 04.%
TIC 714\
LG A HT 5
DE 1b5l 651 Pb 525
N: ,1 453.1936 ~ I / ( ( ~I ZONED. RS-40 "T,OF UMITS G1F DiSTURDED AREA - , ~ USE: SINGLE PANTIE i DY*LUNG-
T a E: 1 1,164316.6204 LN01511RBM AREA (ALL EXISTING
I1 1 - VE6ETATN LP. REMMN) ;NLET PROTECTION:
EX.5 H. TIC .,5 ORY " E 3- T
FIGS BUILDING OPflGE E GE 0~ fG BUI N6 TREE PROTECTION a 51LT EEN(,E ~k 1
~ ~ ~ 17352 24¢12 S.F.
804.50 F: 15' AV6.5TREET 3 FF: '80& 5 ONE GON6TRUCTICN ENTRANCE. ~ D
( PLANTING YARD a
h, ;PER ZONING CONDITION)
l~ r k-F RAF :.HECK PAHL (lll
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0425 ' T:A. D..-
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T/C N, 81 936 14.50 T/.~_
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1480 T 14.50 I Tit T QY 0 us - \06.2 ~C,
1 I
EIP ! f) TIC Bw- am0 eW_ W9s w Mo. ea,BOiB TM d 0&40 » as `
~11 W-7-03'40-H , eriW o W2 TREE SAVE N&s SILT FENCE
' _ LINE A5 PER ROADiNAi CH 2651 R=11Wb1 TM ~ i "-rte
CORRIDOR OFFICIAL MAP , t 64 BM 6RAPHIG 5GALE
N. G. DEPT, OF TRAN~PORTATION_ EIP EIP
EX MH. N: 610696.0044 N6Ti032'W ;PV-U IdUL 0 20, 40, ao' 120' 160'
" EX. lANGSCAPiNG iNALL E 1,764,541.6035 1 (OUT) (OUT) -
LANDSCAPE AREA, 4 EIP - - - - 1._'40,
516N 15' AVG. 5TRW
PROP 0 5 E D A. TIMOTHY MCAD00 P6 625 2 PLANNYAK (PER ZONIN6 CONDITION) \\,~`e f1 CAF?C<j y 2 .~ss;~y. L~
EXPIRE PAINTER BOULEVARD 45 NYD, NO RI6HT5-OF-WAY PV?j HA5ED AT TH15 TIME) ZOfEDi R5-40 DEVELOPER: 6RADINWERO51014 PLAN
• VIOLFE G015TRUGTION, INC. v:
SEAL 200 - PoMONA DRIVE I NORTH ELM 5TREET OFFICE PARK 10771 _ ~6RaW280RO. NC 21401 AT LAKE JEANETTE
' vGlrlcLC 17'7-1107 3" NORTH ELM STREET • MOREHEAD TOP#,6HIP GUILFORD COUNTY
GREENSBORO NORTH CAROLINA
? SCALE: 1--40' DAlLAPRIL 2'i, 2003 PLAN ~l DOROK MADE ANANDNEA RSSS-O SC UIRA VTEEYhS5P.l'
1 EN6INEERS- PL
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EANETTE PGA(,JI ORCHARD DR.
Q+ 121 - - bA 53 ID Ib' 05
111 I I I Q 0.73 42 13.9 Ob 6' 05
Qe 0.16 43 142 Ob 6' 05
r , 11 I I I Q 0.49 5b 15.1 Ob v 05 t I I I ~e 223 121 22.0 05 24' OS
Q 223 111 22D 05 24' OS EX
1 ~1 I I I ,0 2,54 14.4 23J 05 24' 05
OOB OS 63 05 6' 05 1
1 I I u 026 _ Ib 101 05 6' 05 Wi11f+E
» 0.41 1 23 Ilb! OS 6' 05 30',VkWf. "M LOOP -Ef
\ 1 I I - - 1 1 I I is 02 134 6.40 ID 0' ID
VICINITY MAP
SCALE. r' 2,000' ~ ~~¢c~p9P0
11 1 I I I
EXISTTN6 25' 5ANITARY S&ER EA5ENENT
OR 4096, Pv213
I I
1 1 EX S,M.H. I I I EA FOR W-RE%, E6t~fi AW RE6RE55 IN PD. 4511,
1 , I P6.641 AW RELOCATION OR REAL16RIEW MADE AS
t I I PART OF THE SITE DEVELOPMENT FOR LOT 3 SHALL
II 11 I I I BE RERECORDE7 AFTER RELOCATION 15 MADE. 5' TYPE *01 CANTERBURY 5CH100L STORM DRAINAGE
OB. 4084, P6.449 ZONED: 85-12 INFORMATION
I 30 FT. EASEKNT FOR PLANTII~ YARD M: u+D EVaO~
1 1 ` I EX. WM.H, 20' RAW WATER TB2 LINE LINE (PRIVATE) D8.4418 P6.406 (EXHIBIT B') I USE: POND I ALL 5TORM DRAINAGE PIPE TO BE EITHER REINFORCED CONCRETE UA55 III (RCP) OR H16H DENSITY
f / POLYETHYLENE PIPE (HOPE) EXCEPT M3M NOTED.
50 FOOT STREAM EIS 2, 5EE WATERSHED DETAIL5 PLAN FOR RIP RAP PAD 5IZE5 t 5PEOFIGATION5. / 3 ALL CON5TFVTION TO BE IN AI.GORDANC.E WITH CITY OF CSEORO 5TAHIDARD5 AND 5PEGIFIGATION5.
11 \ X THE FIRST 5 FEET TO REMAM LHMTMWM
516N AND LAaD5?APIN6 EA5&_tN 5 THE NEXT 55 FEET TO RAVE SOS MAX 51)jk RE5ERNVED FOR LOT 11 11 ( DICTATE 04 AND NO OC LFtED STWTW45 %ALL NOT ANY 1_EANETTE
1i
1 REAL6*11ENT OF DRIVEm ) AkE . OFFICE PARK / _Z/ ENGIIEER5 CERTIFICATION
1 1 LAKE E F1M XANE77E, LLC. 1 E", P& 14 I CERTIFY THAT RhOFF FROM THE FIRST WH OF RAINFALL FROM AREA5 THAT ARE REQUIRED
EX. 5.MR I TO BE CONTROLLED PER SECTION 30-1-1.12 OF THE 6RE %680RO DEVELOPMENT ORDINANCE 15 i
LF.' Le. 5oiz PG. 2005 CONTROLLED BY A PERMANENT EN6704 ZED 5TORM MATER 6LKITY CONTROL THAT HA5 MEN ,I DE546NED TO MEET OR EXCEED THE REaRREMENT5 IN THE ( 00RO STORKWER
EX. FIRE ZL15E: FICE5
HYD. r'` +,U, -y - C I \ MANA(7EMENT MARK, %A CARS=~
/ 10:0 FESS/0f: LT•
P.E.5EAL SEAL f
JIGJT INCREASE WNCRE'Ii: 516NA 10771
tr , ~ , ORIN34AY AFRON
VIM TO C.O.6. EIP I • HGiNti~: L I DATE
LIMN NOTE: THE EN6pNEEt5 CiRTFFICATTON OF C,OPLE" MILL BE F"4; ED PRIOR TO THE FINAL PLAT
i (oU OR CERTIFlCATE OF OCCWAW Y. THE STORMWER CONTROL 15 TO BE INSPE(THV TO UaRE
IT 15 FdWTMW A5 DE516NED AND IHAS RLL DESIGN VOLUME PRIOR TO 1551JAWE OF ANY (arv C.ERTFICATE OF OGCAPANGY.
EX. SNH J i Mf, gR MI~~, MV. Ab 'rn t , y y t C'".STD412 MV. WT: 1 NN. INS .20
427 IN. OU(: leD0
446L '«°2
1 E tl5T N6 TWIN 60' RLP r r , WATERSHED [WORMATION
• - W. W. 10A 40' LAN05GAPE
J PLANTING YARD NIAT= 6BORD, W5 -111 M ZONING GOHDITION) _
DIST TY E TO R OODPL,Y: MO, M C, MaE 1500 FT.
G t # ~O' AV6. SLOPE OF SITE. 6-10% Al 4 DALT4110014 AREAS: 49910 SF (31AS)
i~ EX. N. f1~ Ix~
EX.WIM.H. cDfal sip w02 " t 6DA t~ S e1 =r' MIX.D01156 ) Y6'IAY5, PARKING SPKZ5
END OF WORO{ED ACCff 1 \ A m_* 4 DRIVES), , ` 1 ) NOTES=
M 01116436M' h 1 1 TOPS 6
E: 1,16435.1331' ,1 IN 743 . , + 0 7fi.44 1. THE BWLT-UPON AREAS FOR THIS SITE WIU PRAIN TO THE PROP05ED SAND - cor,. sro 0402
FILTERS (5$ 5TORMWATER MANA6EMW R M. TOP: 604b 2. THE PROPERTY ON"I0" W'S A55MIATION 15 RESPON5IBLE FOR MAINTAININ6 THE PER4'IM$HT
INV. IN, WATER akgJIY DEVICES A6CORDIN6 TO THE APPROVED M/dNTENAHIGE PLAN AS DIRECTED BY
X11 Fk s _ W. OUTz : -KL T9Lb THE 6OV5W49NTAL OFFICE HAVING .IR15DIGTION FOR MTERSHED PROTECTION.
Ft. 4kk t 1~ 1 3. THE CITY OF 6REEW"RO AND THEIR A5516N5 HAVE RIGHT TO ACC.E55 THE
5M0 FILTER AREAS FOR INSPECTIONS AND MMINTBV NGE.
N: b11J53.w31'' 1 1 p cDas1D a + L6 ALBRI6HT R. DB 1651 P6 525
E: Ir144316b204' 1aQ W5 W. ZONED: R. -
T 1 I SAND FILTER
1t INV. IN,19bD4 MV. QII(16') Lett 1 1 W. our. l ebb - U5E: SINGLE FAMILY DWELLING DRAANWE AVE& 2.45 ACS.
EX. A BUILT UPON AREA` 221 ACS.
~I I STORY
l2X2 SF. 2W SF. TOTAL DRAINAGE AREA TO PORTION OF LAKE .EAHETTE 15 6REATER THMH 10 TTME5 THE S.F. SITE DRMNA6E AREA OF THIS PROJECT. SITE DRMNA6E AREA OF THIS PROJECT S
15' AV6 STREET 1 1 1~ 4.4 Af.RE5. THE DRAINA6f AREA TO THE CULVERT CRDSU* N. ELM STREET THAT DISGHAR6E5
THE SITE TO LMT ")EM 15 6REATER THAN 44 ACRES.
(PER ZORM6:C40NDIT04 c0,& SIP
t 1 , TOA b STORMhIMER QAKTITY CONTROL _ i THE STORMW ER MANA6MW STUDY INGLWW NTH THIS PLAN WICATE5 THAT TH M
W. 1415.22
; It WILL BE NO DOYfISTREAM RDCV*, DRNNA6E, OR EROSION PROD-EIS AS A RESULT OF THE ` CAS. STD 0422 PROPOSED DEygOPlHBT BETYEEN THE POINT WHEN THE RUNOFF DW"6E5 FROM THE
~1 ' 1 11 1 \
;m Q ~ INV. IN.. 800A PROPERTY TO H HERE THE SITE DEVE OPM ERr AREA R~ESB(HS LESS THAN 10 S OF THE . _ TOTAL DRMNA6E AREA THEREFORE, NO WMNTTTY CONTROL I PRAVla4W5 S PROPOSED.
1 1 1 1
1 1 / 1 M 870,912x931' A S t r w
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CORRIDOR OFFICIAL MAP 1 R:1116b7 6455' ` _ - 0 20' 40' ea 120' 160'
' K C. DEPT. OF TRAN5PORTATION. EIp 1M - EIP
1 EX. H. N: 51OMbDO44 519 TOTAL OTT' LIMITS s
1'EX. LA P%APM6 WALL E 1,T64541b0 5 a~
LAt75CAFE AREA, i
516N r,
W AV6. 5TRET AA`,~pHSTORNUNATER MANM-kMENT d
1 1 PROP05EP AL TIMOTHY EX. FIRE IS M4 Pb 6Z PLANTW YARD Q~tA CA Ro<,, WATERSHED PLAN 02ER ZOtRIG'CONDITIONI 0.'FESu^^/p' y9 S~
PAINTER BOULEVARD P11190M46 HM. 1
\ ' 1 AlI1 OIl_ItfG ~ WAV 09]i Olftft Af 11111, TILL'1 _ h _ NORTH ELM STREET OFFICE PARK
~ ~ ! ~ IN nWl" "INI rNW(iTA.U n Irpp 111'L/ Lei F670 i
10771 AT LAM JEANE TE 3" NOM MM 51REET
DEV6.OPHZ ~Pr MOREtf/Q~ TOV#EWIP GUILFORD COUNTY
1 MOM CONSTIMT4N, MG. INE O~,•'` OREOWCRO NORTH CAROLINA
100 - J POMONA DRIVE NP ' , ENS ;a~ 4Ulb 1'=+10 PAMAPi21L 29 2003 80*dIt "A V., AS A P A. s"E •
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MAKE TO FLOOOIi1Y, niG1M1.ip m',iSI 60018 FLOOD ON 50V1HBal R 1, lAMERCHN BUIiDNI65fii7 4ERYEEti 0{A P1G01° 91 Tft CITY OF 64M
AV6 RAPE OF 5116 61015 I BU AFZASi 99010 SF C POK W.,7lON BEFORE CONORE HE C41Y OF \ b
t; 1 I ? IBUI,DAExplis ,5,17RN IVEIfAYS, PARKING SPACE, CONTACT 50LID W61E MANA 04W AN N M EFORE CONCRETE DUMf~'"m PAPS me FT711RE'D AND l i P LAKE
1 ? I I ~ ! DRh%s NO IPIMTER PM IRCLO REEi ARE GAISTi14KrW. 6AAS MUST HAVE 120 FEET WIVE 120 FEET OF CLEARW.E AT EWADSU ENTRAWA7- I y .PAETTE
l PEACH ORCHARD DR
L I ? THE B10A)PON Alt* FOR THIS 511E HU DRAIN TO THE PROPOSED SAID 318 ? FLL7m M 5TOR44mm MANl6EMEW Rm.
t 1 tl 1 I ? 2. THE PROPERTY aW40P 'S A560C WN 15 W6PONSWE FOR MAIWAININ6 THE PERMANENT z eE?MOM LAN090W C42VMOSOWL1 AM1Y> EfP l 9k
' ? HATStGUALITYDEVTCE!AACLOWWTO THE APPRDVEDMWENANCEPLAN A601MCTEDBY A&MALLR" 1st5lMr~a~?irASMIYNbAVW4M 6FWINMM pSUWFRO?IM SIDYAADSNAILINYEANIXWW()F 10MA10A ANNKA6106FWVMHIMOF25F5 ofM NoTN OF a FEE'(. / t
H ? ? ? THE 6OVF1N11ENTAl N7FFHGE HAVHN6 J1tl'~DIGTION FOR NMERSFED PRDTEGTIGN I&AM on" OR evWIMI sow St IWALLM W wxroi x~saF NrtCtaeS~ YMRa IN ADDmA EX. ~ M.H. yy Of AIROFpBt.E
3. THE Off OF 6REEIWORO AND THE! AW6115 HAVE RWff TO ACC;E% THE pAmm FROM m ME l rjwrt t~+uY. \ , ? ? SAND FILTER ARFJ6 FOR I115PECTIM AND MANTIENAICE. 9 N PAIWW AIM* A HOOF OF CR C WY IM 9F11 BE WOWWMR EACH 4004WWV FEEF OF MONRfOF
VOWAAltSWAa NWA On=* VWWY%PAMMARM AIDWWA AFEAQ
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1 O. HIES AE N511MbRTL OM MW E9F OF N" 110 MW AWS TaI OMML VEVS.MW, A M KH ? ? ? Gf- REAL NOTES Y a A FB OF20 0. FJ0 TW VWIETA ON WAMOf 1EMgCM N MN P"OM YWS MY a MW FM MM TaVR D FOR Mm TOYWmS / / LRBm LOOP
1 , ? ? 1. ZOWN615 c AD OAFRIES ZONM CONDITIONS THAT ARE OF FMCORD AS STATED. Kvw THE FLmw* Fpap"Ift of *ftammom
3. ALLSRW-f HWjVWMMN89WL '5 514FNGMFRAfVaJWMPAWAION"ELMSIM \ 1 I 2.BOODARYAF'ORMATIONTAi~~NFROM SLRVEYAIDPLAT BYALLEY,YILLINMS,CARMEN4K%,,INC. 4. WO LDN*SAU.BE LIXAIWAWa&"% oFTEFHMONAq'OR6tKNXSW06Q-CF4Ar. AN) NORTH ELM STflEET. 96NTCP-YMY.
? J11E 23, 20010. S. ALL WILMM 6NL4 W 16TALLWWWROW. 1 ? 6. FnE09"WIMSWAM OFMTNRYMOFPP4 ;rrYZOOMW<4" WA&Nb67EARRTNVITRMYt3oR TI Tww TNan VICINITY MAP Po
1 ' 3. TOP06RAFM INFORMATION BASED ON CITY OF 6REEICA 4615. FBVBff THE WALTMIT MWR FROH PC FRSTOW (0 WA OF RAN'ALL 6P1L EE Ulf m 4. COMMON 9 EM8Nf5 pNCLIIDIN6 DRMS ! PARxNN61 TO BE MAJNTAIH® BY THE 01 fE25 ASSOCIATION 1 F TW 6PSTVM MACe OF MT FOR" OF FFXFOW ZaW OH16TWOK 100 136EATM TW TNRTY 0 ? PERC-M TIE FftLTAW FANOM F" TIE FRST OIE N WN OF RAPFAIL 9WI EE OCNTR4um.. EATER T W TARTY 000 / SCALE: I~ . ~poo ~~.0 ID. EXI5TIN6 25' SANITARY / 4
1 1 ` ? 5. STORM 5B'ER TO BE DESIGNED IN A6CORDANCF KITH CITY OF 6RIB60OR0 DE9KN STANDARD5 5E19t EASEMENT /
? AND 5UBM9TN~ FOR REVIB'N DURING COHCTRllGTION PLAN APPROVAL PROCE56. DB. 40%, P6.2'13 i /
\ 1 EX. S.M.H. ~ ? ? '3A' WIN-EXOLInIVE RWHT-Cf-Y1AY 1 EA%hENf
? FOR NNGRE55, EGRESS AND RESRE% N VD. 4511,
1 1 P6.641 AW RE OOATION OR RFALI6NHEIT MADE A5 51TE INFORMATION
\ \ ? ? I PART OF THE 51TE VIEVNiOPM NT FOR LOT 3 SHALL / / CANTERBURY SCHOOL TOTAL AREA. 622 ACRES
1 \ ? ? 13E REREGORDED AFTER RELOCATION 15 NODE, 5 'TYPE 414 pp / i ZON DB. 4084, PG. 44G ZONING: GU PDM
? PLAHTAGYARD I 30 FT. EASEMENT FOR D' 1 ~ ~ I t ZONED: R~rl2 (15ff WAWBOENT5)
1 20' RAH HATER LINE A'RIVATE) \ 1 \ l ?Ex. i /DB.4418P6.4O6(EMBIT'B') LUG: UNDEVELOPED 01BER OF LOTS: I
U5E: POND TAX MAP REFEFUW~E: ACL "P-63'1-8 / I DEED R9i3REICE. BK. 5110, P6.01501
\ 1 , 1 PLAT REFt1NECE: PB. 134, P6.081(L.OT 04)
50 Foor sTTAFAM BLIFFER 1 , 1 THE FIR5T B FEET TO REMAIN LNVI5TUFlED / CITY BLOCK ~ 54TT: 115, rib
, 1 516N AND LAND5CAPN6 FASDENT5 THE NEXT 35 FEET TO HAVE 50% MAX. 51NA. / 1 A55„ PAWJN6 REEO REMEN S:
- ; 1 RE5ERVED FOR LOT R4 AND NO OCCUPIED STRUCTURES
(5HALL NOT NXGTATE ANY / -7L OFFU: 4Op00 5F. X I SPJ250 SF. = 160 SPACES
\ 1 1 REALI6MENT OF DRNEHaYJ LAKE -EANETTE OFFICE PARK y PARKING PRO,,,DED:
1 ~ 11 LAKE .EAIETTE, LLG. \ 11 1 1 - - _ PB131,P&A EX. 5.M.H. I oFFU: M 5PAGE5
1 LP. \ DB.5012, P6. 2005 ACGE59ME 5PACE5:
REipJ Wz 6 5PACM
EX FIRE \I 30' ZOND:GNPDM Z~ HfD. USE OFFICES PROVIDED: 6 SPACES
J_AN05GAPI1107
r ~ .
REQUIRED PLANTING CMART
NGREA5E coNCRETE E9C'5JdN.
DRIVEWAY APRON i rl" _ / / x HIDTH TO DG. GAIIOPY 1+1MTORY EIP TREES TREES TYPE LHN6TH WIDTH SFIRIIB
y} 5 . 5TREET YARD (ELM 5T) 361 LF. 15 FT! 6" 15 61
LIMITS STREET YA10(T'AINTER BLVD) 564 LF. b FTa 12" 23 100
/ - - PLANTN6 YARD _ _ 341 N1 -
+ 644 LF. 40 FT 09"" PARKNII6 LOT 19~ SPAC,!'S _ - _ - n - NA - MA---
KA"O b FT. A YAIRID
EX 514E J i SON/ ll~k
1 i'na ZONNH' - 1060 LF•5 FT. n _ ~ - CONOI1101 STREET YARD MU HAVE EVER16REE N %FMS5 OR BERM TO SCREEN .a PAR** LOT FROM Vow
2 CANOPY TRES PER 100 LF OF SIR S1 YMV M Z0lMNfi CO VI TION)
\ EXIST;* THIN 60' RGP~', a" UTY OF 6R434SWW F=IIRff6NT OF I CANOPY TWA PER 12 SPACES WERGEM ZONN6 CON71T" OF
n i TREE PER 4,000 5F OF VOWLAR SFIINFACE AREA (43166 5F PER PLATT WAWRO SIDE VLKSJ t 1 , , (PER ZUNN6 60WITION) naa 20 CANOPY AD IINDMTORY, 10 OF WMUN SMALL BE EVERISRE91 MR ZONN6 CONDITIONS)
RM~ `
1 4 ! 1 TOOK LANDSCAPE OFFER
EX. q SPA , CAMPY TREE5i CANOPY YR15 MT BE A H MM OF TWO 0 W4fS M CALIPER,,
EX H. hEASJW SIX (6) 0015 ABOVE 6RADE, NO PLNNiW 40 MATURE, A
EW OF GONTROLED AGU55 ~ t°r I CANOPY TREE 5"D BE AT LEAN FORTY (40) FEET M16H AND HAVE A MMWM
N: 811,16436101 - GROYN MW OF TtMRTi' (30) FEET
E: 1,,643151331' v \"rb r_ :r NX55TORY TREES: MERSWRY TREES MIST BE A MMMM OF ONE N WH IN CAS WAaM SIX (6)
1 `i 1 le ~c ry IWA5 A WW GRAM *M PLANTED. WfEN MATURE, AN UHDERSTWY TREE SPM D BE TYENHY-FTVE (2Sf TO FORTY (40) FEET H6K
SNRUB6: ALL APPROVED SIfMW PLANNED PARALLEL TO THE EDGE OF PARKNNG LOTS, K"W DWVM LOADAIS AND tKOA011146 AREA6 AND OUHSM STORAGE SHALL
i BE EvBd6R85N AND NHsTAJM AT A i *W 512E OF 56M M (16) W^4 5,
SPREAD OR Wgff AND IEACN A 404M H 36HT OF THIRTY-W (36) IMAM AND L6 ALBRI6NT JR.
N:611153.I3r I 1 1 1 °v~ DB 1651 P6 525 A MMMM SPREAD OF T?RTY (30) WAM HMTHN THREE S) YEAZra OF PLANTING.
1 , 125fy E I, 64,318b204 p~ P ZONED: 85-40 ALL OAER SNSM15 MAY BE EVOWEE N OR DSC XS NO SHAM BE 14iff (3)
R f LP. 9T LUG: I GALLON M 92 06 PER A61 STNOARDS AT TW TK OF NSTALLATION
11 N U5E: 51NG1-E FAMILY DNELLING NOTE: THMS t5 A CONGfPAAAL LANDSCAPE FLAK
Ex. ` x - THE APPLICANT MUST SWW A DETA.ED LAD5CAR PLAN ftKM DEPIC75 THE PLANT TYPES AM LOCATIONS) HMO W DAYS FROM THE MWU OF THE WLDN6 POW FOR REVI N BY THE PL.AMMN6
I 111 , 1 P So, 400 OFfIGE EIALDIN6 Q Q~~z PRIOR REGEIV% AN NSPffTiCN PM THE CEItfFIGATE OF 0%AFAINrY. DEPARTMENT
1 ~s =2 5P. $ 71bC2 5F. THE APPLICANT WLL CMACT THE LN05GAfE PLANNER AT M2416 AF T82 THE GOMt'LETION OF THE
' IS' AV6. STREET 1 1 1 -7 HO. r i SITE 6RADN6 TO At8tAi6E FOR AN 0"TE F13:TN& MCPECTM TO DETEI NM?E THE 00M FOR THE
YARD WGR HSiA 1 (PER COHOITIONa 1 1 1 516N 1 1 1 1 jr - r EXISTING VMETATHUN TOYURDS THE NMffR OF PLASM RBMRFW IN THE PERPNETER MFM YARIPS
HI 1 1 100.0, 'I 1 1 / 651DEHALK i J4 SOIL PREPARATION FOR THE ENTIRE LAiDSCA% YAW WAIM THE ADDRION OF OR& WG
AP@DhENi T LI ED TO A UFM OF 96HT (S) TO TW3VE (12) K4M
2) ALL R-N"65 N THE LADSGAPE YARD'' SMALL BE M4lAW WAIPN6 WSWR PAKI LOT
ISL ADS UNDER RVE HMDREID (500) SWAM FEET TO A DEP M OF THREE (3) TO FOUL (4) NG1E5 Aim
GU L- MAINTAINED WEED FREE TN WAPIM
t' 1 1 N, 810,912.1931' (LSE AlIJ} $ I 3) EARnO BASM AM OMTRIZTED AROW THE 06TH M PLANTS. / , , Cp RC)
i I
~1 1 1 E: 1,164528b204' ~ 1,9 5PACE5 JI 1 V3 - - 11 SPACES Q ~t 5 S. 0i, y 4) R AN?5 AS PERMTf$! BY THMS mm M ARE 6ROLP8) T06ETHEit MMfi~E FbYLE
I 1 ! 1 DlAi25T$ 50' EETB Z II SPAC ACK 16 SPAa-5 - YU 56 4 ~f 5) FOR E5TAIl L19#41E Nf AM SINRVNAL, NLMM SHALL BE MITERED IN THE FIRST YEAR OF PLANING. - - -bLbEN q S cF L 6) IT 6 %66ESTW THAT YOU DRIP ONWAT10N, HWCH MiGLJM DRIP MASTERS, BE USED FOR
11 Elp 1 ( 1 16 5PA 10771 Ib 5PAG~5 REWRED LADGCARN6 PLANING Ws DURN6 THE REC mw E5TA81.19*M PERIOD. AFTER
c^n r ~P: 4 ESTA&&HE NT, 9JTLMWAL HATERM CAN BE REDIKW AND U5W ON AN A NEED fl BA515.
KI-03-40-W i i r P f TRADI7HONAL 5PRAY P WbATHON IS PROH OTED EXCEPT FOR TURF AREA6.
1 GH 2657 - - LINE A5 PER RoAvKAY R--2116b1
CORRIDOR OFFICIAL MAP 1 64~' H G. DEPT. OF RA -PORIATION, EIP 433.10 - (M1 - -
6FRAPHIC 5CALESCALE
I EX. HVM.H. N: 81OM&DO44 Nera~2~v 51856' TOTK CITY L@Mi5 0 201 401 80, 120' 160'
1 EX LANDSCAP5N6 1 1 E: 1,164S4lbO35 (an)
t 'LAND G AREA, I 1 1 1 EIP -
W AV6. STREET P ' 40'
i I EX. FIRE PROP 0 5 E D A TTM W McAl= PLANTIi16 YARA PL M
(PER ZONN6 CONDITION) MVEWFM-• SITE PLAN
PAINTER BOULEVARD 00064P6625 WOLFS C eTlacnoN, INC.
/ HYR ~1~ NO R16HT5-0F-War R RGHAEED AT THIS TAKE ZOFe. lEA 8P6. 40 5 40
C" rims u 40/14A r.1 PV)D eQr- a AgMICArVel NORTH ELM STREET OFFICE PARK
336-2"-2%q AT LAKE XAlEM LM a 12i 62)0 9F • 3006 NORTH 8.M STREET
L m 123506 6F • WFOEAD T04&W 6tMLFORD COUtA6 LOT t#, 40j= 5F NORTH CAROLINA
WT 45e qjAv 5F x/Y8 P=40 Ol~1F APRiL VrX X)QSTW # , A S O ATE qftT
90511% M AKb AS
443TAKEKFROMFIVV ,1(ry~~PLLA*itgR~y5~y-- S~UURV TOR2 4C" PAMMAT
Amms. ON 200cs - M* aw 2W.^ k
1
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NORTH ELM 5TREET OFFICE PARK
AT L AKE J E A A N E T T E
3bOb NORTH E L M _M 5TREET
MORE HEAD TOWNSHIP, GUI 5UILFORP COUNTY
GREENSBORO, NORTH THGAROLINA
P I
1
N
Rt V1T yQ 5HEET INDEX
~j,. 4h "Mf fIJF?7F~ ~ 735'
(XXX~ r ~EAuH cNCwvpD PR PLAN 5HEET5:
5 H E E T I: G 0 V E R
4
r' 5 H E E T 2: 51TE PLAN
v ~ N z ~4kp 5 H E E T 3: STORMWATER MANAGEMENT d WATERSHED PLAN
AD < - - - - T 5 H E E T 4: UT ILTY PLAN
HAW WBAN LOOP 5 H E E T 5: GRA0ING\ER0510N PLAN
5 H E E T 6: WATER5HED DETAIL PLAN
~OPQ
5 H E E T 1: 51TE DETAIL PLAN
~N 5 H E E T 8: EROSION CONTROL DETAIL PLAN
VICINITY MAP
5GALE:NT5
AT
APRIL2q, 2003 3
O W NER:
WOLFE CONSTRUCTION,II ON,ING.
200-J POMONA DRIVE VE
GREENSBORO, NC 21401 401
PHONE: (336) 2qq-2gbq 464
ENGINEER:
BORUM, WADE I A550CIATE A T E 5, P. A. BEFORE YOU DIG !
CALL 1 -300-632-4949
405 D PARKWAY
GREEN550R01 NC 21401 401 N.C. ONE-CALL CENTER
PHONE: [phone] FAX: (336): ' 3 3 0 2 15- 3 11 q IT'S THE LAW !
LL

r.+.~ xxy F 1 f~' , 'X q f
FILTER FABRC W id MAX. BETHEEI P05T5 &V H06 We HOO MIRE BACKNS
rlEru POST
METAL P05T / SEEDING 5PECIFICATIONS
POST: b' ION, TRIANGLE STEP F~ - U MAX SPACANS , . , NW1/2 0 RE HtriS R, (DURING DROUGHT CONDITIONSI
WHIE~ 14 6A WC MESH WA44N6 io STONE b NGE5 •515TONE 52' -
THE FOLLONNS ATE THE HWH H 5TA&UZATION REWREI4 NT5 FOR SLOPES,' 4 5, AND COMMON AREA5
STONE 04 W45ED STONE , , i filOyY F NEEDED FOR THE 1`WAWE OF A TEMPORARY CfRMILATE OF OGGFANLE'! DWW DROXHi CON ITIOtI UTY OF 6FTFWA30RO - SOIL FRO" CONTROL SECTION
6• SEDIMENT . 'k~'K3MS:
2, „ D --tt' - - - -ry' it AMY 4000 105. A6IZL'LITUZAL LIMESTONE PER ACRE. ~ '..l APPLY 000 L95. 0-10-10 F13ZTILIZER PER ACRE FOR 5RA% SffDIWi.
11 W. \ LIFE AND FERTILIZBZ ARE TO EIE DSKM INTO THE 501L 5LRFA6E TO A HN1MM DEPTH OF 4 iW;HES.
u u 6 IN-ET
ET / M+R \ 9AfER - TEMPORARY 5TABILIZATKiN 0. 6RA55
1. DRIVE STEEL P05T V INTO &ROLMD AHD EXCAVATE A b' X 6' TREN(M a L UPHg1. N-UG THE LIFE OF POSTS. MM. 10'BEfYffN P05T5 W 1406 WIREJ
2. ATTACH HIRE FENCE TO "T5 AND EXTBU THE BOTTOM OF TFE r I (1) BROMMOP MILLET OR SCRIRW-5(VAN HYBRID5 - 50 L05. PER ACRE 0. GRASS - LEHA•E MIXTURE (I) BRONITOP MILLET - 15 LBS. PER ACRE PLU5 5ERE0A LE'FfDEZA (5GARIFIED) - b7 LB5
FENCE 6' INTO THE EXAVATED TRENCH. 3. ATTACH THE FILTER FAWK TO THE WIRE FEWE AND EXTEND THE PER ACRE.
BOTTOM OF THE FABRIC W INTO THE TRHICN.
4. BACKFILL THE TRENCH AND COMPACT THE 501L FIRMLY TO ANCHOR NONE 1 WIRE INLET L.ET ZE INLET PROTECTION LATE SUMBR - EARLY NHTER 0. 6RA55
THE BOTTOM OF THE SILT FENCE 50 THAT THE RIJNOFF 15 FORLEO TO W THFII THE FEWE AID CAMOT 60 LINDER IT. MANTENANCb INSPECT DEVICE FWJLARLY TC VICE REW.ARL.Y TO B51.RE PROPER RNCTONItS. (1) TALL FE5L1E - 150 Lffi. PER ACRE -
REMOVE SEDIMENT ACCUNLATION FROM BEND "RE FROM BMW INURE AND REPNRIFIFLA6E IF WCE55ARY (2) TAl FESCUE - 1W L95 PER AC,FE PL.IF ANUAL RYE&RAIN 25 105 PER ARE. B 5RA% - LE60•E MOUE
TREE PROTECTION FENCE N TALL FESG.E - 100 LB5 PER ACRE 90- 5ERE(IA LE5PEDEZA,946c;MIRED) - 60 LEY, PER ACRE
(2) TALL FESCUE - 100 L95 . PER ACRE P-U5 C.ROWNmH - 25 IBS. FER ARE
FEMOC (3) TALL PE5G.E - TS L135. PER ACRE PJ)5 ANI)AL RYE6RAIN - 25 L95 PER ACRE RaUS 5fREGIA LE5PEDEZA IWARFIED) - tO LP5 FEZ ACRE
Coe sm. aw
USE AS IRIEGAREV RIP RAP PAD MAINTENANCE: INSPECT DEVICE ~Gll-APTLY TO E!&.RE PROPER P,NGTICMN6. AFTER 5EEOINS, THE AREA IS TO 1E ROLLED OR GATPACKED TO NSURE THAT THE 5EID 15 PI INTO CONTACT KTH SOIL SURFACE ALL 5EEDD AREAS ARE TO BE "tCHE.^- NTH 51F" H1LCH AT
REMOVE 5EDIMENf ACC41"TION IRON BEHIND FENCE AND REPAIR IF NEC -GARY. «5"1 W THIC STONE THE RATE OF 3000 LB5 PER ACRE. (APPROX 100 BALE5 PER ACRE)
I' ' TNIG K GLA,55 'B' YELL APPLY A5PRkT EFL 90N TO THE 5TRA1 KLOH AT THE RATE OF 150 5ALL045 PER ACRE. HYDRL~-TA.KINS HAY EE
A A SEDIMENT STORAGE MIN' GRADED RIP RAP aE6TTTLRED AND APPLLEV AT A RATE TO PREVENT BLOHN5 OF 5TRAH M1LCH IT$2 MANFA7IJZH?5 •-PFGIF+CATIONi THE AWVE'~EEDII46 1 .5, 2 'Y'ESFT,. A f GI SUITR ABLEOOR 501 AND TEOL BEEN Tlp! OF A
TH Pao AREA
' W FLOW AREA SOIL TYPE5, CLIMATIC CONDITIONS, 5® AVALABILITY AND INEWDUAL PLAIT
F _ 6HARAGTEit15TIC5 ARE ALL TAKEN INTO AC.CCW IN THE ABOVE RECOPt•ENDATIONS. DIE TO
in DEW-ATY.. L"FORMITY kV TEXTURAL GIIALITY REASONS, THE ABOVE 5BLLTION5 ARE NCT RECQ4EWED FOR WW AREA AXE
FILTER FABRIC FOR 5TABILIZATION OF P.ANTN6 BED AREA5 AFFECTED BY AO.J)5TFE'NT5 DUE TO DRQXNH CONDITIONS, THE INSPECTIONS I t I ~ DIVISION "LL ACCEPT COMMON LAN75GAPIW6 MACH, YIOLT7 FIBRp15 STRN-CFTC FOR ISSUANOE OF A C.82TFIGATE OF OGCAFANGt
- V IN A?DITION, A HNMM OF SMALL 6RAN 5TRAI THAT 15 PROPERLY ANCHORED NTH TALKFIER, MATTING, OR *7TIN6
rv PLpi NLL A50 BE PROVED AS A HN4M FEIHOV OF STABILIZATION FOR TIE RANTN6 MV AREA5. GROS6 5EGTTON
DESIGN SETTLE[' 21' MIN. EMERGENCY 5Y-PA55
oi~ it- OVERFILL b' 6' BELOIN O SETTLED
\ FOR SETTLEMENT TOP OP OF DAM
4' 9-ALE DRAN6 TO RIP RAP DECK DAM 0% 5LOPE YEAR L
I OR FILTER BA51N FILTER FABRIC
D ~ - J
TEW. DIVERSION BERM a~ in FILTER LI FLAX, 21 MAX. NANATURAL
DETAIL BELOM4 FOR aMET) FABRIC-~I-1 T._
MAINTEWJY,E: NSPECT DEVCE RE6U-ABLY TO E445IE PROPER FUNLTIONN 6. REMOVE SEDRfHf KCUTA.ATION AND REPAIR P W-CfS ART. 5EEDING SPECIFICATIONS
CLA-%T'(5'-15'1
WELL 6 _ADW RP RAP 031m.-4 (DURING NORMAL CONDITIONS)
SECTION A-A STONE SECTION
SE97N6 SFECFCA170N C TT OF 6REBSOOR0 - SOL EROSION CONTROL SIEC,"
RIP RAP OUTLET
RIP SAID P I LT'ER BASIN AMT 4000 W6 Afi WX=AL LIHIM lE PBt ACRE APPLY IOW LO& V-" FWI FCt ACNE FOR 6RA56 S8Vft'
M INTENANCZ IIEPEGT PE" FOOMARLY TO Bl7W FROM FUGTk NINE,. y a. REMOVE ANY SEDIMENT ACUMLATION AID REPAIR IF NECESSARY. FILTER EM 60 t 2 FILTER BASIN 0 3 LIE MID F ERTLIZOt ARE TO E 019:Ffl NRO WE 9OL SURFACE TO A MINM H DEPTH OF 4 MACES.
DISTURBED AREA . 1.46 ACS. DISTIIiM~ AREA - 043 AC5.
STORAGE REOV . 41'15 GF ( 05' / AC.) STORAGE 1~l7 = TT4 CF ( 05' / AG. ) - EARLY ERIK A 6RAi5 BA i1N BOTTOM . W104 X 26'L BA69 BOTTOM = 5' W X 10' L N TALL FESCUE - 150 LB6. PER ACRE.
PUBLIC ROAD kb' PPE NO. PAD DIMENSIONS D BASH TOP = 26'H X 42'L BASIN TOP = I9' W X 24' L B. 6RA95 - LE6UE MIXTURE
• . • 0 - 0 105WXI5'LXI,6Rdw=I3' BASIN DEPTH . 35 BASIN DEPTH = 3.5' TALL PE5CUE - 100 LB5. PER ACRE PLUS 5SIEUA LE5PEDEZA (SCARIFIED) - 60 LBS. DRAINAGE AREA = 1.46 AC5. DRAINAGE AREA = 0.43 AG5. PER ACRE-
D 0 • ( 05 X 4.0 IN / FIR X 1.46 ACS.) = 2.92 GF5 0 . ( 05 X 4.0 IN / HR X 0.43 AG5) = O.bt GFS (2) TALL FESCUE -100 CBS. PER ACRE PLUS GROYHVETGH - 25 CBS. PER ACRE
_ i4 24'Wx30'1- Xlb'D,db=5" e • WEIR 1ENST14 = 5' WEIR 1-1946,714 - 5' 1$1617 OVER WEIR = 033' HEIGHT OVER WEIR = 0.15'
f _ • EARLY 5PRN6 - LATE SUMMER
h A ERASE: 0) TAU FE5CAE -150 L05 PER ACRE
b' MN. Y '2) TAU FESCUE - 100 LEI PER ACRE PLUS ME5:I14l5 LOVE6RA% - 5 L55. PER ACRE. B. ( RA% - L.E61RE HXIUE
6EOTE(,N LINER 2d' COAR5E TAU FE5CIf -100 LB5 PER ACRE FU6 50MUA LESPEDEZA (5OARFIED) - 60 L05.
A66REWE PER ACRE
A 6RA%.
1) TALL FE5CM - 150 LEES PER ARE RJS I PII LOVE61RA95 - 5 L95. PER ACRE.
STONE CONSTRUCTION ENTRANCE (21 NEEPINS L0VE6RA65 - 5 LEIS. PER ARE PLI15 BRONNTOP MILLET OR 5OR6141M-5VAN HYERI125 - 50 LEIS. PER ACRE.
MAINTENANCE. INSPECT DEVICE RECAA-ARLY TO ENYRE PROPER RNLTIONIN6 B. 6RA% - LEIA•E HLKR E N H89*46 LOVE60A55 - 5 L55 PER ARE R16 5EREUA L E5PEDEZA 6CAPFED) - bJ L05
REMOVE SEDIMENT ALCLMI.ATGN FROM ENTRANCE AND REPAIR/REPLACE IF HECE56ARY PER ACRE.
PEER L
CONSTRUCTION SENTENCE MIN. TOP aF LATE v?*_-ER - EARLY YtlNTBt ROCK ABURENT MIN 1.0' FREEBOARD A 6RA56
I. 5CfEPLE PRE-CONSTRICTION MEETN6 WTH EROSION R6PEGTOR AND N TALI. FESCUE - 150 LESPER ACRE(2) TALL FE5CLE 150 LB5. PER ACRE(:1 ' -11 2 B 0) TAALL FESCUE - 100 L05 PER AGE PU5 5ERICIA LESPEDEZA 06GARFIEDI - 60 LB5SLOPE I , = FEt ACRE.
6RADIN6 CONTRACTOR MD ON'FE.R TO OBTAIN 6RADIN5 PERMT. 6RAVli FACIN6 T 1. INSTALL STONE ENTRANCE ND BLOCK OTHER ACCESS.
3. CLEAR 517E SUFFICIENT TO INSTALL REMtAMN6 EROSION CONTROL DEVICE5. R
. INSTALL TREE PROTECTION PENCE (5LT FEY.B) AND GEAR REMANIWi SITE. 4, 071V AREAS FOR BR05GN CONTROL MEASUES AND FOUmAT10N FP OEM OF ROHi PLL6 ID FT. FREEBOARD (2) TAU FESCUE - 150 LB5. PI ACRE.
TR N IN5TA1 5LT FEGE. [AVERSION BER415. AND FILTER BASINS.
A 5. 6419 REMAIMHS SITE AREA. 6, CU,VVT CROS`iINS 5PLLMAY CREST LEVEL APRON 2 FL79Z FABRIC AFTER 5®IN5, TIE AREA 5 TO E ROLLED OR CLLTTPAG~ TO IN51.PE THAT THE Sff0 15 PRESSED
A INSTALL TEMP. CREEK CRO55145, IMO CONTACT PITH SOIL SURFACE, AU SEEDED AREAS ARE TO BE MAUED NTH 5TRAI MJLH AT ~TIE RATE OF 3000 LOSPER ACRE. (APPROX 100 BALES PER A.REJ
B. LAY CILVERT MTH 5MDBAS6 ON L915TREAM END TO IHSiRE FLOW IN EXT. C4ZEEK. C. REMOVE SANDfVJ{, DIVERT FLOW TO CULVERT, COVER AS R63UFED.
T (4aB AND 6RADE DRIVES, PALMS LOTS AND BULDIN6 PADS. PROVIDE 1 ~`5PILLWAY DETAIL APPLY ASPHALT EKLSION TO THE 5TRAT M LH AT TIE RATE OF 150 6ALLONS PER. ACRE.
q, ADDITIONAL MD51ON WNIROL FOR STOCKPILE AREA (SILT PENCE, ETC) AS NEED. ROCK ASVR,6 f b. INSTALL STORM 5B$i AND INLET PROTECTION. FLIM VIEW OF ROC PLAN VIBN OF ROCK DAM
FILTER FABRIC 4. SEED 6RADW AREAS OU15DE OF BALDIN6 AREAS INCLUPW FILL SLOPE, MI,]HSFILLPMY L MATH SFILLMMY DETAIL THE ABOVE 5E®IN6 RECOMli0ATI0N5 AND RATES HAVE BEEN PREPARED FOR SELECTION OF A
ONCE FINAL 6RADE 15 E5TAaLI51W. a. INSTALL LI DBRRLUD tmLrTIES. 5' MIN. VE6ETABLE UNEt SUITABLE FOR SOL EROSION CONTROL N TE 6RffNSBORO AREA
II INSTALL STONE, ARB AND ASPHALT. LP511REM1 6RAVEL ROCK AaM-M 15 STONE
12. DRESS AND SEED SIALDERS MD %OPE5 AFTER CURB S METALLED. A 13. BE6N MLDW6 (n6TaGTION PILTmaAmill FA61N6 12' TH" HN- AIREA 50IL TYPES, U14ATIC CONJITIOIS, S® AVALABIUTY AND WIM AL RANT 7141. 5PILLYIAY CFE57 ELEVATION UURACTERISTICS ARE Al TAKEN WO ACCOUNT IN THE ABOVE RECOM ENPATip6. DUE TO
#5'1 WA5ED STONE 14. SLR ALL Ff%LTNG DISTIREBT AREAS. RF.A 2.11 ACfi. DENSITY, UNIFORMITY AND TEXNRAL CUALI7Y REASONS, THE ABOVE 5ELECTION5 ARE NOT RE _ 2155,6 2' CLA55 B RIP RAP RECOMftOH2 FOR LAMA AREA USE.
f THICK 5. IW-PEST NO MAINTAIN EROSION CONTROL DEVICES FOR DURATION OF CON67RUCTICN. DISrAD AREA • 211 ACS. Y CIA%'A" YELL 16. AFTER 511E 15 STABILIZED, REMOVE TEMPORARY BRO51ON CONTROL OEVICE5. STORA6E FWM - 0155 CF
6RADED RIP RAP INSTALL FER111ANBlT EROSION CONIROU VELOCITY MEA9FE5 AND SPOT SEW (05 WAS, AND MUM Al RESIA-TN5 AREAS. ( 05 IIVAC.) SEDIMENT STORA16E 2 3 ROCK APRON `2,400 LF Rom I ~ 6 'MAX_ I ~ 15' MIN
2 11. AFTER 517E 5 STABILIZED, REMOVE FILTER BA5M5 AND INSTALL PE44ANElT STORAGE PPOVV = Z400 CF HX45F L
SAND FILTERS BOTTOM W H X 49 L RY.~ I 15. PROVIDE PERMANENT 6ROIAD COVER ON Exp05ED AREAS WHIM FIFTEEN 05) TOP 2fi N X L cWL
2 3 FILTER FABRIC MDRKIN6 DAYS OF COMPLETION OF ANY PK45E OF COISTRUOTION. DEPTH M. CLFA4 OUT SEDIMENT CHAMBERS IN SAND FILTBR5 AND SEED ALL REMAINUN6 MEAS. DRAINNLE AFMA = 710 ACS,
IZA = TJO ACS. )f Sib RNR XTJ ACS.) CJ)f-0FF TRBCM FLTBt FABRIC
20. EXCESS DIRT N STOCKPILES TO BE REt- V FROM SITE AS 5TE Y49W PR06RE55E5. 0 = (060 )(5b MAR XIJ AC! STOCKPILE MtFA5 TO 13E 5EEMD OR PAVED, ` 24.7 CPS PS 2' DEEP MIL
DEPTH OF RANI • 0.9 FY. QJ . 10 FT. 7 WIDE MN 4' CLAY II RIP RAP OM a OA FT. CRO~i SECTION ``V`~ AN+
- ...I PER HB6HT 410 = 1..4 FT. AV 1.9 FT. +PZT1 CAR04
SECTION A-A FILTER BA51N ViTH ROCK DAM OUTLET
MMNI&L4NGEe I SFWT DEVICE IMM.A LY TO ENSIM PROPER MWT1ONIW SEAL
RIP RAP CHECK DAM RT REMOVE $ REMOVE 5B71MlIiF ACGUILATYM L'RONf BASIN wo, RiTH FULL AND REPAIR P FECEYaARY. ` 10771 6?j EROSION CONTROL DETAIL SHEE T
MAIMBNNGE, INSPECT DEVICE REW ABLY TO 06M PROPER RMCTIORW
RBdOVE SEDIMENT ACUK"TION AND REPAIR IF NECEWJCY. NORTH ELM STREET OFFICE PARK
\^EP=(~ , AT i LL'F FANFTTF
3808 NORTH QM STRET MOREHEAD TOP#6HIP WILFORD COUNTY
6REEWDBORO NORTH CAROLINA
SCALE, 1-mra PATE,APRIL 29, 2003 PLNI
T` BORUK ADE AND ASSOCIATE& P.A.
ENGINEMERS - PLANNERS - SURVEYORS 8
PlidlS. Zi5^OK71 fA%, ('bpl 215-3N
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IDAriY+Xf PWFJ i 059
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1
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FILTER FABRIC AR01W XER-PRAW .]WVE 3' FEA 6RAV8.
bI _ ElPJ. 79012 ' I t ELL, lw 2
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I
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SAND FILTER #1
SAND FILTER NOTES: 9PEGIMATION5
A. FOUNDATION:
A B' M®DE ACCESS EASEMENT SHALL EB PROVIDED FROM THE FUBLIC STREET R16HT-OF-WA' RETAINING MALL F!AW, 4TION SHALL BE ~(XJ DED ON I )C!STURBED SOU- HAvh A MIN!^LP SEARING TO THE SAND FILTRATION AND PRETREATMENT AREAS. LAPGITr t)F tV O
2 ALL CONCRETE FOR FrXiTiNe6) SHALL BE GA5T ON THE SAME PAT THAT THE FXLAvAT;ONS ARE
1. WEPIN6 PAV ON PERIODIC BASIS MALL HELP THE LIFE OF THE FILTER BY REDUUN6 MADE TO THE FINAL GRADE,
THE POLLUTANT LOAD AND DEBRIS ENTERIN5 THE FILTER 51AIEEPIN6 SHOULD BE DONE IN 5UCH A MANNER THE CONTRACTOR SHALL VERIFY THE BEARING ,GAFAC,ITY ;7F THE BEARING 5011-5 IN THE FOOTING AS TO PREVENT DEBRIS FROM MEW45 INLETS LEADING TO THE SAND FILTER. EXCAVATION PRIOR Tr, A5TING ANY FOOTINGS WT-TEN VERIFICATION SHALL BE 51,64TTED
2. MMWAMDSCRAPI* ACTIVIT7E5 ON THE PROPERTY SHOULD BE CONDUCTED IN 5(X;H A MAY TO THE EK',INEFR.
TO PREVENT LAWN AND RANT GLIPPIN65 AS WELL A5 ERODED 5EDIFENT FROM ENTERING THE 6 ~,A5T-IN--PL&t
THE FACILITY. ONE MAY TO PREVENT CLIPPINCfi FROM ENTERING THE FACILITY 15 TO USE i CAST-IN-PLACE C,O YRETF SHALL HAVE THE FOLLOWING MINIMUM 26-DAY COMPRE55IVE 5TREN61H5, MIALHIN6 HM!R5 OR TO SM AND RE'M CLIPPINGS, ESPECIALLY IN AREAS THAT UNLLE55 OTHERA15E NOTED,
DRAM TO THE FILTER. RETAIWWG WALLS 4000 P51
ALL CONCRETE SHALL BE MADE IN ACCORDANCE WITH DE-516N MIXE5 WHICH ARE TO BE APPROVED BY
1. ACCUMULATED PAPER, TRASH AND DEBRIS ARE REMOVED FROM THE FILTRATION FACILITY ( 4 TIMES A TEAR' THE ENGINEER PRIOR TO CA5TIN6 ANY CONCRETE. ALL DE516N MIXE5 SHALL BE PREPARED AND
2. C1fC,K TO VERIFY THAT THERE ARE NO SIGNS OF CRA6KIN6 OR DETERIORATING CONCRETE(MIN. EVERY 6 MONTHS) cAWITTED IN ACCORDANCE WITH THE REOUIREI ENT5 OF ACI 318, CHAPTER 5.
3- SELECT", OF CONCRETE MATERIALS, MIX ADMIX URES, SLUMP, QUALITY CONTROL TESTING, FORMHOPK 1. G+ECK TO VERIFY TWIT THE PERFORATED PIPE OR LOW FLOW ORIFICE 15 CLEAR OF DEBRIS DESIGN AND CONSTRUCTION, CURING, FINI5141%, GLEANING AND PATCHING SHALL CONFORM TO THE
2. CHECK THE SEDRW DEPTH AT SEVERAL LOCATIONS IN THE SEDIMENTATION CHAMBER (MM. EVERY 6 MONTHS,) APPLICABLE REaAREMMENT5 OF THE AMERICAN CONCRETE INSTITUTE.
3. REMOVE A <4HLATED SEDIMENT FROM SEDIMENT CHAMBER (MCUDI% PIPES) EVERY 6 MONTI45 A5 NEEDED. DEWATER 4. DO NOT USE CALCIUM CHLORIDE ADDED TO THE MIX AT ANY TIME. SEDIMENT CHAMBER AND FLU5H PIPES AND INLET. REMOVE SEDIMENT AND DISPOSE OF OFFNTE AT AN APPROVED SITE. 5. ALL CONCRETE SHALL HAVE A MAXIMUM WATERXEMENT RATIO OF 0.45, AND SHALL CONTAIN
ENTRAINED AIR DO NOT U5E HIGH-RANGE WATER REDUCING ADMIXTURE5 IN AIR-ENTRAINED CONCRETE
1. MONITOR THE PERFORMANCE OF THE FILTER BED ( MIN. EVERY 6 MONTHS) 6, ADDITION OF WATER TO THE GOWRETE AT THE JOB 5 TE FOR THE RRP05E OF INCREA5ING THE 5LUMF
IF THE DRAW DOM TIME OF THE FILTER BED 5 6REATEB THAN TWICE THE INITAL DE516N OR FOR RETEM PERIN6 THE CONCRETE N141GH HA5 BEGUN TO 5ET 15 STRICTLY PROHIBITED. DRAW DOMI TIME CORRECTIVE MAINTE AW-E IS NEEDED. 7, THE CONTRACTOR SHALL BE RE5PON518LE FOR RRN05HIW6 AND IN5TALLIWG ANCHOR BOLT5, CLIP5,
2. CLEAN OUT THE UINM DRAM 5Y5TEM INSERT5, CONNECTION PLATE5, SLEEVE5, 5LOT5, AND OTHER REQUIRED ITEMS IN ACCORDANCE WITH THE
J 3. REPLACE THE TOP LAYER OF THE SAND FILTER CONTRACT DRAMANKi5, AND IN ACCORDANCE WITH OTHER TRADES PRIOR TO PLACING CONCRETE.
AC,64H ATED SEDIMENT ON TOP OF THE SAND BED AND THE TOP LAYER OF 06GOLOREO SAW C REINFORCING 5TIEL
.*MD BE SCRAPED OFF' THE REMOVED SAND SHOULD BE REPLACED WITH NEW 54V OF THE REINFOROW, STEEL SHALL CONFORM TO A5TM A615, GRADE b0. LAP 30 X BAR DIAMETER5 AT 5PLICE5 ORI6MAL SPECIFICATIONS. THE SEDIMENT AND CONTAMINATED SAAR 5HOULD BE DISPOSED AT UNLE55 OTHERWI5E NOTED ON THE DRAWMG5.
A
QMZLQWM N APPROVED SITE. 2. ALL REINFORCING 5TEFL 5HALL BE 5EGIRELY TIED AND ANCHORED IN PLACE TO PREVENT 015LOGATION DURING THE PLACING OPERATION.
1. C ECK TO VIERiFY THE OUTLET 15 DISCHARGING WHEN MATER 15 PRESENT IN THE FILTRATION CHAMBER 3. REINFORCIN5 5TER SHALL 8E GLEAN OF MUD, DEBR15, L005E RU5T, CEMENT. GROUT, OR ANY OTHER WHEN THE MMT13Z LEVEL IS ABOVE THE FILTER BED, CHECK THE OUTLET AREA TO ENSURE THAT THE MATERIAL WHICH MAY INHIBIT THE BOND BETWEEN THE 5TEEL AND CONCRETE.
SAID FILTER B FIMCTIOWN6. F THERE 15 NO DISC.HPRGE FROM THE OUTLET, THE 5Y5TEM 15
N0IFUNGTHONAL AND CORREICTIVE MAINTENANCE 15 NEEDED TO RESTORE DRAW DOWN.
2. CHECK TO VERIFY THAT THERE 15 NO EROSION AT THE OUTLET AREAS. THE STREAM AREAS FROM THE OUTLETS OF THE SAND FILTER SHOULD BE CHECKED
TO ENStRE 111M f5 NO EROSION TAKING PLACE.
3 3. CHECK THE CURET 104EIR5 ON FILTERS •1 f 3 FOR DEBRIS 13LOCKA6E AND REMOVE BLOGKA6E IF DEVS..OPER:
PRESENT. O IECK THE OUTLET PIPE ON FILTER BASIN 02 FOR DEBRIS BLOGKA6E AND REMOVE IF PRE5ENT. VOLFE CONFRUGTION, INC.
CHECK AS PART OF RCIM MAINTENANCE AND AFTER HEAVY RAINFALL EVENTS. 200 - J POMONA DRIVE
6RB4550RO, NC 21401 THE PROPERTY ON? W"l ER'5 ASSOCIATION 15 RESPONSIBLE FOR MAINTAINING THE PERMANENT 336_299-2969
WATER CJIALITY DEVCE A5 DIRECTED BY THE 60VVM-EWAL OFFICE HAVING M5DICTION FOR
MATER%IED PROTECTION
ORAPHIG 5GALE
0 2' 4' 8' 12' 18'
14,
10
s~a1- WATERSHED DETAILS PLAN
TG'
KVWTLJ CI AA GTaCCT 11CCIf C nADV
- - ,•v~„, L.L., ,AT LAKE .FANETTEI IVL F-r F ~
RC~ DRAWN"` 308 NORTH R-M STRUT ~
+~c~ MOREHEAD TOP045HIP GUILFORD COUNTY FOR REVIEW PURPOSES ONLY 6REEN550RO NORTH GAROLINA
DO NOT USE FOR CONSTRUCTION 51ALE: I'=40' DAMAPRIL 29, 2003 PLAN
BORUK HAVE AND ASSOCIATES, PA X74
y~~y^ EN6INEERS - PLANNERS - SURVEYORS
"."wi. ~ 4030 PAFXMY 6f03MO +0, X 77401 PIt71E~ fi86) 77504'11 .PAX, ('A6) ZFr31W

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1 ' I N 1
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1~ III
1 I I I pJ I
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511
VICINITY MAP
~ I
0
EX. SM.H. I 30' NONE GLDSPVE RIGHT-OF-RAY d EASEKNT FOR IN&RE%, ECRE55 AND RE6RE% IN DB, 4511,
P6.641 ANY RELOCATION OR REALIC ?•ENT MADE A5
I~ \ PART OF THE 541E DEVELOPh81T FOR LOT 3 5HA1L
j BE RERECORDED AFTER RELOCATION 15 HARE. t,~41 ~ ~ ~ I 5'TYPE 'D' k / RN ERE RY 5C H x?,- E 4G64 P6 4.49
1 PLANTING YARD 5 YARD ZONED 85-12
W '-A LN1)EVEL(4r
EX. YtMH ' ~ ' ~ 1 i~SE PONL'
1 11'1\~ 50 FOOT STREAM EILIFFIER r ~
THE FftT 15 FEET TO REMAIN Q0511111REED r/ ~ tXDtig
SIGN 4NC LANDSGAPt, EAf r ENTS THE NEXT 35 FEET TO HAVE 50% MAX. BDA RESERVED FOR L:;T Ba AND NO OGC.LPIEf)STRUCTURES
~ :SHAD. DIA.TATE ANY ~
i REALI&NMFNT OF DRIbEWAY 1 Ak'E EAE TE OFFICE PARK / V
I 1 LAKE EANETTE, a C~ N EX.5M_H. TREE PRE5ERVATION NOTES
E)13 (31, PC, ILI
P 1)5502, R: 2005 1~ `.I ZONED: Cli-Ppp1 ~ ~ ~V~r f ALL TREE PROTECTION DEVICE5 MUST BE IN5TALLED PRIOR TO LAND D15TURBANCE, INCLUDING
EX FIRE C~N51RllG110N YE:OFfIGES / - ' THE GUTTIN6 OF ANY TREE5. A PENALTY OF $500 PER DAY MAY APPLY.
11 HfD ~ 1 ~ ENTRAICE p ~ ~ ~ :,,F41 b N 2. CONTACT THE URBAN FORE5TER AT 313-2150 TO 5ET UP A PRE-(ON51RXTION MEETING PRIOR
1 i TO LAND DISTURBANCE.
3 PROPERLY SAVED TREE5 IN THE PLANTING YAR05 CAN REDUCE THE LAND5CAPE PLANT REOUIREMENT5. yam.. 4 TREE CONSERVATION AREAS TO BE 514" ON 6RADIN6 AND ER0510N CONTROL PLAAP6.
5. 54LT FENUN6 CAN BE L15ED A5 TREE PROTECTION V44ERE TREE PROTECTION FENCING AND SILT
CT\ NCREASE CONCRETE 1 ' 'gW51 ' F 51 T f FENCI1416 OVERLAP. (5EE BRO51ON CONTROL DETAIL 9-EET)
a i~A DRIVBWY AARON , @ ~ r / v EIP 6 ALL TREE5 4 !NCHE5 OR GREATER LOCATED IN PLANTIN6 YARD5 OR EQUIVALENT EL5EVMERE
'ICI WIOTH TO C.0.6. ~j ON 51TF TO 9E PRE5ER VFD.
i STAlUARD iPILI~ , . T
, ~ ~ ~ BlbM 1
\1 ` - \ DIV85k
" >•T TREE C0145ERVATION AREA CHART t fi J UNDISTURBED AREA
Al ~ . EX. 5MH < (ALL. EXI5TIN6 VE6ETATION REIAXIED TREE 0ON5BtVAT10N AREA 40;634 5F.
fILTER
7R1 BASIN a / TO REMAIN) ACTUAL TOM GONSMATION AREA 85,614 5F.
1 _ IF 7911 ' _ EXISTING 7)^tlN 60 PGP 1147 f
4O' LAND5rAPE PLAHTIN6 YARD
/T/t r (PER ZONING CONDITION)
a :
! T/C T/C 51TE INFORMATION 04.2 au
EX. A.. 517E AREA: b22 AG5.
T 91511)RBED AREA: t 4.0 A65.
END OF b) 436111' ED ALGEh Nl 811,1 V y
N: 643614'
E:1,%4315.1331' t I/C N go T/c , T/0 - ry
t.+J 01.2
UAYB i
T C r _
N _ m It B allillk- L6 AL13RI6HT JR. ^~r^ INA6E OMITS:
N: 811,153.1131' TBo DB 1651 P6525
E: 1,%4318.b204' I UNDISTURBED AREA ~T ( ZONED: R5-4(' 'P JM!T) OF D15TUR5E17, AREA: LA
(ALL EXISTMb 6i~ ` VE6ETATION L P .IX -
I TO REMAIN i~?E SINGLE FAMILY Dvf LLIN/- ~
h B ~ EX. 5 H. ~ ~ii.=~ PROTECTION:
T/C ; I-5T0RY - 33-5T01 3-5T
mss 04IGE Er1ILDIN6 OEFIGE BU I i N6
/ , 12352 5.f. 2 ik12 2'7012 5.F. 1 TREE PROTECTION S SfLT FENCE:
5' Av6. 5 BEET y1 \-y FF: 804.50 fE W5. FP 805.5
\ P ANVN YARD 1 r~'NE GONSTRUC TION ENTRANCE
'PER ZONING CONDITION) v V
y ~ I l i RIF RAP CHECK DAM:
:t D115 70. 02.8 00 Tk>W iNA~E WALE
TT
I 1 ~N 81 2431 T/C 04,50 / T~ „ - T C 4IF cZAF: ~T/C
E. I, b204 TfT Rio h 03.1 oss r/c
04.60 a~ s Tit T OLL.
OG2
0 BM 8Mu TM mg ,0
w ew Bas i W 804o eB ~o r
MI-03-40'MI BM 801.0 ~ E0~6.0 saD: TREE SAVE Z
11 LINE A5 PER ROAr4*kY CN 2651' L _i aG~s 54LT FENCE
CORRIDOR OFFICIAL MAP R=2116b1' 64 T*_ -
N 6. DEPT. OF TRANSPORTATION, ElP EIP &RAPHIG 5GALE
1\ 1 1 EX. M.H. N:81OS48.0044. ^ 411579032111 fVfAL 0 20' 40' W. 120' 160,
EX. WID5GAPIN6 WAL E: 1,164,541.6035 (OUT) )UT) =Ell
LAN)SGAPE AREA,4 EIP
11 5I6N
\ 15' AV6. 5TREET _ I' - 40 0 PLANTING YAW
Ex FIRE ,v PROP05ED A. Deia>4w 625 (PER ZONING GONDITION7 CA
/ HYD. 1 PAINTER BOULEVARD oF~ss,o DEVELOPER: CGRAPIWER051ON PLAN
. 'l11 NO R6HT5# WAY FJRCHAD AT THIS TIME) ~~~46 ZONW: 85-40 VIDLFE GON5TRUCTION, INC.
sEAL 200 - J POMONA D1'M NORTH ELM STREET OFFICE PARK
I r.771 - - F,RFF#KR(JRn Nr. 714n1
. / tl 1 1 e -2gb4 _ AT LAKE .EANETTE
t ` FyGIN~<: t{ 3" NORTH"STRET y
N 1 r ~JJ~O~I•r~ MOREHEAD TOPME-4iIP GUILFORD COUNTY
GREENSBORO NORTH CAROLINA
x 5CALE! I'=40' VA7EeAPRIL 2q, 2003 PLAN
1i1 ~ 1 80RYK HAVE AND ASSOCIATES, P.A.T'
ENGINEERS - PLANNERS - SURVEYORS 405-1) PAMOAr 6FUMeOW, H21405
PHOW5, M%) ZF-0171 FAX, Mb) 27-3R9

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DRAINAGE GALCALATI'M k r RATIOW,L f e tM.10 YEAR 10 MIL STORM
4
MWE IM F1PE AREA GOFF• I N N G x I 81140)4 Y'
Kb. G PALL N4R GFa SUE 1w SLM S to SIOFE S ^4
1 Q 4.43 04 6.01 32 15.14 226 ID 24' 21 y
" } 11 1 I I I Q 4A3 050 BDI 32 b.14 22,6 IA 24' 30
• 1 0.44 01150 1.10 5b8 25 05 ID b' 10 LAxE
Q+ 21 6A 153 ID ID' 05
f ~ Q 0.13 42 0.4 Ob 15' 05 / PEACH ORCHARD OR.
I t I Q 0.16 43 142 Ob 15' OS
` 1 I Q 0.49 5.6 143.1 Ob 16' OS
I I Q 223 12.1 220 05 24' 05
1 ` l Q 223 121 22D 05 24' 05
` 1', - - - l0 2•54 I 14.4 23.1 05 24' 05 / ! \ EX. ~14N. r 'Qq~
Jll <
006 05 63 05 15' 05
1z 0.28 Ib 101 05 15' 05 AM11E LWAN LOOC F - -
1 1' 041 23 IIb4 05 15' 05
2._~-_~~- 1.14 BAO ID 12' ID I
VICINITY MAP ~Po
P.P. j / SCALE: r = z"' ~ I ~aP
EXISTING 25' SANITARY
5E1^ER EA5EMENT
4 o 05. 40%, PG.2T3 i
1 1 ! EX. 5M.H. , 30' NON-EXGW5K RI6W-OF-WAY d EA5EN61T ~ I
FOR IW RE%, E6RE5 AW REGRESS N D8.4511, i
i
1 , I I I PART OF THE~TDEVELOPIEM FOR LOT 51iALL 1l I f I BE RERECORDED AFTER RELOCATION IS MADE. 5' TYPE ro
84, P6 449 STORM DRAINAGE CpB 40 RaRy 5"
30 Fr EA5E¢NT FOR 1 rLANnN5 YARD
EX, I MH. 20' RAW WATER LINE (PRIVATE) 1 1 PD. 4418 P6.406 (E)GIBIT *5') / ZONED: R.5-12 INFORMATION Luc:LNDEVELOPED
1 jn ICE: POND I. ALL 5TORM DRAINAGE PIPE TO 13E EITHER REINFORCED CONCRETE CLAY III (RCP) OR HIGH DE451 T 7
, 50 FOOT STREAM BIIFFER POLYETHYLENE PIPE MDM EXCEPT H-IERE NOTED.
' THE FNIv`5T 8 FEET TO REFWN IADI51UtB® 2. 5EE WATERSHED DETAIL5 PLAN FOR RIP RAP PAD 51ZE5 I SPECIFICATIONS. / / / ~~~777SSS 3 ALL C,ON5TRUGTI0N TO BE IN ACCORDANCE WITH CITY OF C-REEN580R0 5TANDARD5 AND 5PEC,IFICATION5
1 1 111 1 SIGN AND LANDSCAPIN6 EA5EMENT5 THE NEXT 35 FEET TO NAVE 5% MAX BDA I nND ASSOC,
REEVED FOR LOT 14 MD NO OGQIIF ED STR IXT1,fMS
~I (514AL NOT DICTATE ANY REAL16NFM OF DRIVEWAY) /
11 LAKE LAKE EAIETTTfE, LTC. EW71NEER5 CERTIFICATION
LAKE EAE ECE PARK 1 i / I I CERTIFY THAT RUNOFF FROM THE FIR5T W,4 OF RAINFALL FROM AREAS THAT ARE REOUIRED EX. 5,4.H. II TO BE CONTROLLED PER 5ECTION 90-1-1.12 OF THE C5REEN580R0 DEVELOPMENT ORDINANCE 15
L P,a 'w ` D8.5012, P6.2005 CONTROLLED BY A PERMWIENT EWANEEfRED 5TORMWATER 61IALITY CONTROL THAT HA5 BEEN
~1 11~ P8137, PG Iq ~ EX. FIRE ZCAED, W-POM / DE516HED TO MEET OR EXCEED THE RECUIREi,EN75 IN THE 6REEN58CRO 5TORMHATER
~ WD. 1 U5E:OFFIGE5 -69 MFJIA6EME11T MANUAL. CARS,
114~ J / A
OFESSep 'v .
1 r / r 7 ~ - - ~ 2 / % rQ i
PE SEAL rQ SEAL 516NA 10771
a IIYFtFA6E GONGRE111 1 / y! - / EX-s".. DRIVB'IAY APRON '
VIM TO C'mob. I r EIP DATE p :r~ y t
'o. 4ojR S. \N
/Ml, NOTE: THE EWNEER5 GERTIFK,ATION OF COW E110N MILL BE RE( PRIOR TO THE FINAL PLAT
vp 04a OR CZIRTIFICATE OF OWIPANGY. THE STOf~TIZ CONTROL 15 TO BE IN5PECTED TO ENSURE IT 15 PJ CTIt3N * AS DMWW AID K% FULL DESIGN VOLIME PRIOR TO 15WANCE OF ANY a .,N4V. Ri 7118 / (Om CERTIFIGATE OF 00W ANDY.
i T z ~ EX. 5M.H' ~ 01G 14'J.1S / MV. I
ip" .7 M .67SLN22 , 1~1 MV. OUT, 7118.00 r J
E `
1 EXISTING TWIN 60' RLP' a e«~ p " ¢ 0402
r N r MTER *1? INFORMATION
= Ml?9C9 40' LANDSCAPE PLANTING YARD WATERSHED: 6REBWORO, W5 III
h A M G, MaE (M ZONWG CONDITION) S TANGE TO FLOODWAY: >MC1500 FT.
3
EX. AV6.5LOPE OF 51TE: 6-10%
i OWLT-01" AREAS: %M 5F (37%)
f G M02 r ;1 141 END 1 LONRROLED ALGE 5 EX. Db. 31D IbUILDiN65, DRIVEH^IAYS, PARKING 5PAGE5, N I a YW.KS t DRIYES):
N! 811,1643619' TOP,I9TA NOTES:
E: I,1b4,375.M' F MV. A6 Pffibb p
+ ate M l C.06. 5T0 W2 1. THE BUILT4.11PON AREAS FOR THIS SITE WILL DRAIN TO THE PROP05M 5AND I FILTERS (SEE 5TORM'ATER MAN46EMENT PLANT.
ago / Sa s+ or-It a TOP, 804a 2. THE PROPERTY OKIER/OPWIS A5501GIATION 15 RE5PON518LE FOR MAINTAINING THE PERMANENT
w o qtrlas: s WATER GUALITY DEVICES AC,CORDIN6 TO THE APPROVED MAJNTENANCE PLAN A5 DIRECTED BY INY. 191b THE 6OVEI;WWAL OFFICE HAVING .MSDIGTION FOR WATER51 ED PROTECTION.
3. THE CITY OF 6REE SBORO AND THEIR A55161415 HAVE RIGHT TO ACCESS THE
L6 ALBRI6FfT .R.
N: 811,153.1431' 1 5AW FILTER AREAS FOR IN5PEGflON5 AND hWNTBIIANCE. rr DB 1651 P6 525
E: 1,164,316b204Wim low. 11 , NY: ZONED: Rfr40
INV. ~,196A! fw. our,1akl6 - LI.C, I 5MD FILTE}i, L15E: 51N65LE FAMILY DVELLIN6 DRAMA6E AREA. 2415 ACS.
EX • BUILT UPON AREA. 227 ACS,
' J ST0944ATER MAWb8•ENT Cd2KJ J><rM
TOTAL DRANIA6E AREA TO PORTION OF LAKE "&TTE 15 6REATER THAN 10 TIhE5 THE 51TE DRAINAGE AREA OF THIS PRO.EGT. SITE DRAINAGE AREA OF THIS PROJECT S
P YAW STREET 1 , 1 RAW* YAW 4.A ACRE5. THE DRAINAGE AREA TO THE CULVERT CR0561NG K ELM STREET THAT DI5GHAR6E5
(FM 7DIINIS COO GDb.57D - r THE SITE TO LAKE EWETTE 15 6REATER THAN 4q AC.RES.
5TOR WTBR Gtiu! MTY CaMWL N01E
k -M42 THE STORFYATER MANA6001T 57UDY INCLUDED WITH THI5 PLAN MOICATE5 THAT THERE
,11522 \ WILL BE NO DOMISTREAM R 0M%, DRAINAGE, OR 9W" PROBLES A5 A RESULT OF THE
cos. sm #422 PROP05M DEVELOReff BETMffN THE POW *SZE THE RUNOFF DI5GHAR6E5 FROM THE
Off. . IN' WO D PROPERTY TO KIERE THE 51TE DEVELOPMENT AREA REPRESEWS LE% THAN 10 % OF THE
- \ - TOTAL DRAINA6E AREA. PEREFORE, NO Cd1NITITY CONTROL IMPROVEMENT5 S PROPOSED.
ROF : ~^....r :.a.
Sip M ; ~I1 ~4l16452AA104 ~ DAD OFF
~ ~ - TOP, W. ` am low
1 ' IAN. Ar lum,
-W. MIN 11687
I I I
N11'6lNO'W ~ ~7 1 I I I ` I
LW A5 PER ROADWAY 1 I
CORRIDOR OFFICIAL MAP R+TfbN - - - , _ _L_ 1 GRAPHIG SCALE
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1 1 I I PART OF THE SITE DEVE4.OMW FOR LOT 3 SHALL 1 I I BE RERECORDED AFTER FMLMATWN IS MADE 5 rrft ' TOTAL AREA: 622 AGRE5
CANTERBURY 5GH001_
I 30 FT. EA50I NT FOR PLAH1ACr YARD / DB. 4084, P6. 449 ZONI6: GU PDM ZONED: RSI2 (SEE BNT5)
20' RAN MATER LYE (PRMATE) ~f:C N. DB. 4418 P6.406 a **MT B') / I LUG! UNDEVELOPED NUMBER OF LOTS: I
/ USE: POND TAX MAP FUEFeNGE: AGL 9~iil 631-8
DEED RlEI%;MIGE: BK. 5110, P6.01510
50 FOOT STREW M"TR 11 1 1 hE F RST D FEET TO RItMIN I NMAI EIED / I PLAT RAGE: PB. 13q, P6.081(LOT 84)
1 SIGN AND Lk05GAPIN6 EA5DlENT5 THE NEXT 35 FEET TO HAVE 50% MAX 5MA CITY BLOCK SHEET: 115, rib
RESERVED FOR LOT #4 AND NO OCCUPIED STR TIJRE5 / j_r~7~"L~'?~ i I 40
(SHALL NOT MTATE ANt REAL16*f f OF DRN134AYJ LAKE .EAIETTE OFFICE PARK "SPARKING OBITS: OFFICEI
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P5 137, F& A L.P. t,A M. 5012, P6.2OCb EX SMA I OFFICE: 148 SPACES I AGGE551BLE 9PACf5:
EX FIFE ZONED: GFPDM REQARM: 6 5PACE5
NfD. ~ ' ME, OFflas iy PRWIDED: 6 SPACES
III LAND5GAPIN~G
INCREASE CO RETt REQUIRED PLANTING CHART
ORIVEH'1AY APRON 1
w Y9DTH TO GAb. CANOPY MXIMTORY
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END OF CONiROLED A4GE56 1 1 / ~ CANOPY TREES CANOPY TREES W ME A M WW OF TM (2) wA5 N CALIPER
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\ ACCESS VMVM LOAP16 AND IM.OAMO AREAS AND OUT5IDE STORME SHALL
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15' AV6. STREET HL. SF. PLANTIFI6 YARD 5I6N . I THE APPI.IGANf MIHL GONTALT TiE LMNDS(.APE PLANNER AT 3'EI-2c16 AFTER THE G411PLET10N OF 7HE
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~n 'tint Of The ~~4TER ~^,A~II.i?~~, .~``r'!GE AND Pit_~R~l !"':1~,~ :~+r.r~!ete ~ 4 5tl`U~ M..~]i
~Ti _ ~ :1 ~r",. "tr ~ err. ' ~~~!_~i r rl.c'_ ~~r
•~ll~ The ~EnC inc'~?r ~ , ~r,,~iCi~ri;;'r? ~r ..,;tr~:et,On ~ ~~«?nt T~~ ~`:~1'~'`ft l ~ ~v~i#ifamisu D?vel~pment L~ ,
Ct i!'~ctit ~'tY KcCilYifK~ ~ ~r'ri fi(Jatc' „t ~'~__`L~ur~C4. _`~,,v~rtments T~'l~rihomes__ ~UndGr'''irii~'~i~~ ~ - ~
,~,f ;~,i±~ NA
' ! `t 1 `t i i
l 9 - G l,..: ~ V ~J
M n Watershed . ~ , ~ , ~ - , ~a ~ `~tormwater ~ anageme t ~~ak~t~t ~r.:,~r~ ..,n,r. ~tf~~r ut ~ _
- ~ ~ , 6REEl~iBORO
eater rate sre~ !~ame~
r.~ ,n n ~r •ra 4!~,. ~ 111 ~ ~ti 'kht ' ~ ~ - ~r,_ `h' , ~ ~ , _ 'J •~1 ~'C? ~ `t° t r-GtJ ~te~~jr:~'f~ ..~251anat~cn: tc. ~ a -
~ ~ -:r rr~. ~;r. ~ ~ m r~ s~sl: SANU f=1L?~R
_;L~rm~ot~ ~~nt ~ , ire e t ~~,rnitted.
Am jmt ~t ~xistin EU'A: 0 o ~
+r~^ r' ' ~i.~N; ...aunt „ ~ ~~c~osed _ ~ ~ ~f ~ ; wr ~
r ,
'~`!ak(r)~~il? H1r1Ci~?t i?f E~,~A ail~~v~~~ r ~t _rn,a'~:Afit'r ~~Untr+~~ - _
, i ~ _ -
r... t > 1500 fT. -li`7C!
Art R(~~Jf?f`v~;;:;1 ;'~(~~~i~tf ,'C;`~(;~'C i_ t-'~ L~..!~~~! ilE,~~ v ~i :~'vl~~ e; ~ °,F ? r . ! M~( ``hF ~I ~ ~ rw_~u ~ -
~ _
n; }4.0AG5.
Amount 0~ ~~te To Be _ .5turbed: ~ I~O~'IC ~~'IC
Prollminary a ~ '
it constructlan dra ~ 011 ~I w r n,~'r"'~ + it .r , rYV' ; i r+r~~C KG~ktd ~ _ ! conshvct{an draw{nos are required,
you may praoaad w!!h submittal to Public W nittal to Pubtlc Works. Conbormsnce
wRh tAfa approrad proliminary b your rasps _ z . airy b yoer responsihi{{ty; and any
chsnga In lot N>~ bulkting logttion, parking, ,.,~,rr~~. ~ Y`a ~ _ _ _ _ oCetiort, perkirtQ, dr{v~, atc, kSUSF
ba rasubmltbd to l~ llllbi~nSte CfB{ay5 , - ~.'.'l~ ®'1" ~~~M~ :-r. ~~rr~r'rn - ~~'~rNi.~t'~
In tha rwieMr preacau, 1 _ ~ _ W
E#REE PI.ANNI DEPAAr, 'tA1VNt DE'PAA
Date M ~ Revised;
i " Rev s~?ns
- - REV?SED PER TRG GOMMENT~ ~ 2 Oa
- ~ H- ~t ~ y.~ t ,*"k ~ { l I r. ~ ; o,..d C..s~ i ~ ac 'F 1~ Q ~ d ~
L L ~ _ Q a
~~~vager KeSO~kr~: a~i
P{~~~ :YA; "~",~~t t~,. r. rnv ~t ~Ou'Cltu
_ ~man~e :-v~th ~hi5 ~Oprt ~`~1ed Plan ~ ~i1~r Q
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^Ce'`~~lt,~Y?~1~~ ltu NII~ n ~nar~~e L ~ y ~~;i~t ,ra4
~_'~'~.~,~~.~Ir'a Ll,~l,at~an, Par'~n~~. nr~,r~,~ ~ ~ -
..r, y'. 4-fF J~ ,t" ~rN ,-tll, l~k~.'~Irc', ~'~C. r~~ST ~V /\~~."Ill~i~ILtC~~~ ~I~ _ r ~
rr ~ artm~nt E!im~nc~tr relau~- ~r ~-a W
r- ~ ,
P"l J"4 r"'! r~ t l i a l A P"R C A i l t"^! ~ L J A G G ,r°"t ! A T E
. I~RT'N ELM STREET OFFIGE PARK AT LAKE JEANETTE r nnr i ! xrmii nei
ProectName. EN67I R5 - PLANNER1 4
. 3808 TAI ELM STMT 4CtE_P pARKNA, ( ~ ~REEN~, ..BdRO. ENSE30RO, 2140
X 5ste Plan ~.~ro~ Development Plan T We Of Plan. FAX:
lkla F
• ~ Glt UI: Greenr`o, North Gard PHONE5: 1---0411 - FAX: Prep 5ibdivislan Glear / Grubb EMAIL,: kmcric o c,
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