20020948 Ver 1_COMPLETE FILE_20020614

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January 23, 2003
Alan W. Klimek, P.E., Director
Division of Water Quality
DWQ Project No. 020948
County: Wake
Page 1 of 2
Wilco Properties, Inc.
Attn: Ms. Diane W. Wallace, VP
1708 Trawick Road,
Suite 209
Raleigh, NC 27604
Subject Property: Pearl Ridge Subdivision, Pearl Road, Raleigh, NC
UT to Big Branch [03-04-02, 27-34-11, C NSW]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River Buffer
Protection Rules (15A NCAC 2B .0233) with ADDITIONAL CONDITIONS
Dear Wallace:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 0.13 acres of wetlands, 142 feet of streams and 10,508 square feet (ft) of protected riparian buffers
for the purpose of constructing the road, sewer system_and lot fill at the subject property, as described within your
application dated November 26, 2002. After reviewing your application, we have decided that the impacts are covered
by the N.C. Division of Water Quality (DWQ) General Water Quality Certification Number(s) 3362, 3374& 3375. The
Certification(s) allows you to use Nationwide Permit 39, 12 & 14 when issued by the US Army Corps of Engineers
(USACE). This letter shall also act as your approved Authorization Certificate for impacts to the protected riparian
buffers per 15A NCAC 2B .0233. In addition, you should obtain or otherwise comply with any other required federal,
state or local permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control
and Non-discharge. 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 and you may be required to send us a new application. If the property is sold, the new owner must
be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If
total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, 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 and any additional conditions listed below.
Conditions:
1. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and
protective buffers in order to assure compliance for future wetland, water and buffer impact. These mechanisms
shall be put in place prior to impacting any wetlands, waters and/or buffers approved for impact under this
Certification Approval and Authorization Certificate.
2. Certificate of Completion-
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return the attached certificate.of completion to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands
Page 2 of 2
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for
a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office
of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the
Neuse riparian buffer protection rule as described within 15A NCAC 2B.0233. If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
mod'
limek, P.E.,
N D Q, Director
Attachments: Certificate of Completion
GC 3362, 3374 & GC 3375
Cc: George "Mac" Maclntyre, PE, Macintyre & Associates, PLLC, 4932-B Windy Hill Drive, Raleigh, NC 27609
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
DW.Q # 020948
Date: January 23, 2003
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11111 , PL.L.C.
McIntyre Associates
Engineers :and'Land Planners
4932-13 Windy FLU Drive
V?, ? Raleigh, NC 27609 Phone [phone]
F,ax [phone]
10012
November 26, 2002
US Army Corps of Engineers Ralei
gh Regulatory Field Office
6508 Falls of the Neuse Road, Ste. 120 21VJ Raleigh, North Carolina 27615 Raleigh,
--
RE: Pearl Ridge Subdivision
Revised Request for.Stream Crossing and Wetland Fill to Serve Undeveloped Tracts
DWQ Project # 02-0948 '
Attn: Ms. Amanda Jones Attn: Mr. John Domey
Dear Ms. Jones and Mr. Domey:
On behalf of my client, I am writing this letter to submit the enclosed pre-construction
application that has been revised to address the comments on our original application (June 13,
2002) provided by NCDWQ in a letter dated October 24, 2002. Specifically, the application
reflects the following revisions:
1.) Sanitary sewer lines for the proposed project have been added to the Impact Map. The
majority of the sanitary sewer lines will be constructed within the roadway. However,
the connection of the proposed sanitary sewer system to the existing sanitary sewer
system located within and along the riparian buffer requires impacting a small amount of
riparian buffer and wetlands. The application has been revised to include these additional
impacts.
2.) The percent imperviousness area based on built-out conditions is 28.6. The Stormwater
Section of the application provides detailed information regarding the calculations of the
percent imperviousness area.
r6
3.) The proposed road crossing is necessary to provide access to the property. The location
of the crossing is dictated by the connection to the existing subdivision road. However,
the design of the road crossing has been revised using headwalls to reduce the amount of
stream channel impact to 142 linear feet.

5
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NCDENR -DWQ
Parkview Building
2321 Crabtree Boulevard, Ste.250
North Carolina 27604

4.) Since the time of the original permit submittal, modifications have been made to the
proposed storm water network to ensure maintenance of diffuse flow through the buffer.
Please refer to the Stormwater Section of the revised application and the Impact Map for
information regarding the specifications and construction details for the stormwater
treatment devices that are proposed.
If you have any questions regarding the information provided, please do not hesitate to call me at
[phone].
Si rely,
4eorlee"Mac" McIntyre, P.E.
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12 & 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: Wilco Properties, Inc., Contact: Diane W. Wallace, VP
Mailing Address: 1708 Trawick Road
Suite 209
Raleigh, North Carolina. 27604
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: NA
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: George "Mac" McIntyre, P.E.
Company Affiliation: McIntyre & Associates, PLLC
Mailing Address: 4932-B Windy Hill Drive
Raleigh, North Carolina 27609
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: NA
Page 5 of 14
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Pearl Ridge Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 1721994838
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): Pearl Ridge Subdivision
Directions to site (include road numbers, landmarks, etc.): The site is located northwest of
Pearl Road approximately 2000 feet southwest of its intersection with Rock Quarry Road.
Please refer to the USGS topographic quadrangle attached to the original application for the
location of the proposed subdivision.
5. Site coordinates, if available (UTM or Lat/Long): 35° 43' 37" N 78° 33' 53" W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): -26 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributary of Big Branch
8. River Basin: Neuse
(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/mans/.)
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 currently forested except for the power line
Page 6 of 14
easement that runs through the property. The land use in the vicinity of the project consists
of forestland, small farms, and residential subdivisions.
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed subdivision consists of approximately 93 lots. It involves construction of access
roads, one of which crosses a buffered stream some light rg ading of a few lots, and
installation of a sanitary sewer system. Heavy equipment typical of road and utility
construction and light rg adung will be used to construct the project.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
the infrastructure necessary for a 93-lot subdivision. This includes road access across a
perennial stream channel that separates the property from Pearl Road, grading the area
needed for house placement on six lots, and installation of a sanitary sewer line.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, NCDWQ 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.
An application for this project was originally submitted on June 13, 2002 (DW Project # 02-
0948). The intent since the application was originally submitted was to utilized headwalls in
order the minimize the impacts of the proposed road crossing to less than 150 of stream channel
impact. On June 19, 2002, NCD)MQ placed the project on hold to clarify the amount of stream
impact because the stream impacts were referenced in the cover letter as ±149 linear feet. The
USACE issued a Nationwide Permit 39 for the proposed project under Action ID # 200221161.
On October 11, 2002, a smaller scale map was submitted to NCDWO to clarify the stream
impacts. However, an earlier version of the project map was inadvertently used, in which the
crossing had not been revised to minimize the impacts. NCDWO issued another letter on
October 24, 2002 indicating; that the impact map showed impacts that exceeded 150 linear feet of
stream channel and requested additional information regarding the stormwater management ment plan
and sanitary sewer facilities for the project. This application has been revised to accurately
depict the proposed road crossing and provided the additional information requested for the
project. Upon compiling the additional information, two additional impacts (#3 & #4) were
identified associated with the proposed sanitary sewer.
As indicated in the original application, S&EC conducted a wetland delineation on March 12,
2002. The wetland area is shown on the attached Impact Map. S&EC's data forms completed
for the wetland delineation were submitted with the original application. The stream shown as
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buffered on the Impact Map is the only feature on the site that is depicted on the applicable
USGS topographic map and Wake County Soil Survey map.
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.
Future permit requests are not anticipated for this project
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: One access road crosses a
buffered stream channel and six lots require filling a small amount of wetland area.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Fooodplain** Nearest Stream Type of Wetland***
(indicate on map) (acres) (es/no) (linear feet)
1 permanent/fill 0.12 no 0 Headwater forest
4 tempoor on/ 0.01 no 0 Headwater forest

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, nit,
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 h4pJ/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: -1.5
Total area of wetland impact proposed: 0.13 acre
Page 8 of 14
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
2 culvert/rip-rap 142 UT to Big Branch 6 perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.to Qzone.coni,
www.MMuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 142
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
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.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
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
Page 9 of 14
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.
Because a buffered stream channel separates theproperty from Pearl Road the road crossing
of this stream (Impact #2) is required to gain access to the property. The location of the crossing
is dictated by the connection to the existing subdivision road. In addition, the sanitary sewer
system for the proposed project must be connected to an existing sanitary sewer line located
within and along tL,he edge of the riparian buffer in two places which will require impacts to the
riparian buffer (Impact #3) and wetlands (Impact 94) The rest of the subdivision was designed
to avoid the riparian buffer present on the property A small amount (0.12 acre) of wetland fill
(Impact #1) is also required to utilize 6 lots within the proposed subdivision.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http: //h2o. enr. state. nc. us/ncwetlands/strmgide. 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.
Because permanent impacts to wetlands and stream channels do not exceed 150 linear
feet of stream channel and 1 acre of wetlands impacts were avoided and minimized to the
Page 10 of 14
maximum extent practicable by utilizing headwalls and aligning the road to cross the stream
channel perpendicularly and a riparian buffer will be maintained mitigation should not be
required by the USACE or NCDWQ for impacts to streams and wetlands.
The riparian buffer impacts resulting from the road crossing does not exceed 150 linear feet
or 1/3 acre Therefore riparian buffer mitigation for the proposed road crossing` should not
be required by NCDWQ The proposed sanitary sewer impacts to the riparian buffer are
unavoidable due to the location of the existing sanitary sewer line. Only one of the sanitary
sewer connections impacts the riparian buffer (Impact #3) Most of the proposed easement is
located within the existing easement which is considered an existing use that is exempt.
Therefore only the portion of the easement located outside of the existing easement is
included as an impact to the riparian buffer. Because this connection is unavoidable and
results in a small amount of Zone 1 impact we believe mitigation for the impact to Zone 1 of
the riparian buffer should not be required However, if NCDWQ requires mitigation then the
applicant proposes to satisfy the requirement through payment to the NC Wetland
Restoration Program_ _
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/mn/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): 147 if required by NCDWQ
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
- Yes ? No ?
Page 11 of 14
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 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )9
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* uuaarpe f?) Multiplier Mittiigatiion
Impact #2
1 6,824 3 NA
2 3,241 1.5 NA
Subtotal 10,065 NA
Impact #3
1 49 3 147
2 394 1.5 NA
Subtotal 443 NA
Total 10,508 NA
* 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.
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.
If NCDWQ requires mitigation for Impact #3 the Mlicant proposes payment into the Riparian
Buffer Restoration Fund.
Page 12 of 14
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.
Using proposed development plans and associated data for the Pearl Ridge Subdivision - Phase
III a percent impervious was calculated for the project site. This estimate was based on the
average proposed residence footprint (including ?patios, driveways and sidewalks) and the
proposed development's common impervious area (street pavement, curb & gutter, and
sidewalks). The total project area consists of 25.64 acres. Of this area, a total of 7.33 acres (3.93
acres from lots and 3.40 acres from common areas was estimated as impervious. The resultant
project percent impervious has been estimated at approximated 28.6 percent (7.33 acres divided
by 25.64 acres). These analyses were performed by Thompson & Associates, Raleigh, NC, a
sub-consultant of McIntyre & Associates PLLC
Since the time of the original permit submittal, modifications have been made to the proposed
storm water network These modifications included relocating (and redirecting) portions of the
previously proposed storm water network to adjust the location of proposed storm water outfalls.
Additionally, in order to meet the Neuse River Basin nitrogen control requirements (total
d detention was
nitrogen reduction and "no net" peak flow increase) storm water treatment an
necessary Surface Sand Filters have been designed for treatment of storm water at the five
proposed outfalls The locations of treatment devices have been shown on the proposed site
plan Construction details for the Surface Sand Filters (numbers 1 through 5) have been
provided on the attached sheets Of these proposed devices three (numbers 1 2 and 3) will
discharge through the buffer on the Unnamed Tributau of Big Branch Accordingly Level
Spreaders have been sized to safely handle the associated discharges and provide diffuse flow
through the buffer. A detail of the Level Spreader has been attached. The analyses and sizing of
the proposed storm water treatment devices were performed by Thompson & Associates,
Raleigh, NC a sub-consultant of McIntyre & Associates PLLC
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.
Municipal sanitary sewer
XUL Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 13 of 14
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).
/ ///l X151
® Applicant/Agent's Signatui# 1 Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 14 of 14
OF WAT Michael F. Easley, Governor
William G. Ross Jr., Secretary
\OC, QG North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director
-? Division of Water Quality
o v,e -c
October 24, 2002
DWQ# 02-0948
Wake County
CERTIFIED MAIL-REQUEST RECEIPT REQUESTED
Wilco Properties, Inc.
Attn: Diane W. Wallace, VP
1708 Trawick Road, Suite 209
Raleigh, NC 27604
Dear Ms. Wallace:
On October 11, 2002, the Division of Water Quality (DWQ) was notified by receipt of your additional
information regarding your plans to impact around` 1491 ear feet of stream, 0.24 acres of stream buffers and 0.12
of wetlands at Pearl Ridge Subdivision a unnaniied tri tart' to Big Branch for the purpose of a road crossing in
Wake County. Approval from DWQ is required to impact these wetlands, streams and buffers. Please provide
seven copies of the following information and refer to the DWQ number listed above in your reply.
1. Please locate any planned sewer lines on the site plan (if any).
2. Please specify the percent of project imperviousness area based on the estimated built-out conditions.
3. This Office believes that the stream impacts for the road crossing exceed 150 feet as shown on the plans.
Please address whether the road crossing can be moved or reconfigured to avoid the impacts to the stream.
If not, stream mitigation may be required.
4. The four stormwater discharges at the location on the plans do not appear to provide diffuse flow through
the buffer because rip rap aprons tend to release concentrated flow and to discharge points are on steep
sloops. Please revise the plans and provide calculations to show that diffuse flow will be achieved through
the entire buffer. If it is not possible to achieve diffuse flow through the entire buffer then it may be
necessary to provide stormwater management practices that remove nutrients before the stormwater can be
discharged through the buffer.
Please telephone Todd St. John at 919-733-1786 if you have any questions or would require copies of our
rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H
.0505(c). The processing time for this application will begin when this information is received. If we do not hear
from you by writing within three (3) weeks we will assume you no longer want to pursue the project and will
consider it withdrawn.
JRD/bs
S' rely,
R. Dorney
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
George McIntyre, McIntyre & Associates, 4932-B Windy Hill Drive, Raleigh, NC 27609
North Carolina Division of Water Quality, Wetlands/401 Certification Unit
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
?N
Mc-IntYre &Associates, P.L.L.C.
Engineers and Land Planners
4932=B Windy Hill Drive
Raleigh, NC 27609
Phone [phone].
Fax [phone],
October 11, 2002
NCDENR - DWQ
Parkview Building
2321 Crabtree Boulevard, Suite 250
C5 17 _1'.
Raleigh, North Carolina 27604
Attn: Mr.-John Dorney OCT 1 1 2W2
RE: Proposed Pearl Ridge Subdivision
Raleigh, Wake County, North Carolina
DWQ # 02-0948
Dear Mr. Dorney:
Enclosed are seven copies of the Impact Map for the subject property at a larger
scale as requested by the NC Division of Water Quality (NCWQ) letter dated June 19,
2002. The enlarged map clearly shows the proposed project plans. As indicated in the
original application for the project, only one stream channel is shown on the Wake
County Soil Survey map for the project. The buffered stream is also the northern
property boundary of the site, and the associated riparian buffer is depicted and labeled.
As shown on the enclosed Impact Map and reported in the original application,
the proposed road crossing consists of 149 linear feet of stream impact (Impact # 2). This
is the precise amount of impact as determined by the limit of impact shown on the
enclosed Impact Map. Please note that the reporting of 149 ± L.F. was a syntax error
contained only in the cover letter included with the application. The stream impact will
not exceed 149 linear feet. Thank you for your timely response to this error.
Teorge ' ely,
"Mac" McIntyre, P. .
Enclosure
c: Diane Wallace- Wilco Properties
M-dntyre Associates , P.L.L.C.
Eo neers:and Land;Planners
4932=B Windy. Hill Drive
Raleigh, NC 27,609
Phone [phone]
Fax [phone]
October 11, 2002
NCDENR -DWQ
Parkview Building
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604
Attn: Mr.. John Dorney
RE: Proposed Pearl Ridge Subdivision
Raleigh, Wake. County, North Carolina
DWQ # 02-0948
Dear Mr. Domey:

Enclosed are seven copies of the Impact Map for the subject property at a larger
scale as requested by the NC Division of Water Quality (NCWQ) letter dated June 19,
2002. The enlarged map clearly shows the proposed project plans. As indicated.in the
original application for the project, only one stream channel is shown on the Wake
County Soil Survey map for the project. The buffered stream is also the northern
property boundary of the site, and the associated riparian buffer is depicted and labeled.
As shown on the enclosed Impact Map and reported in the original application,
the proposed road crossing consists of 149 linear feet of stream impact (Impact # 2). This
is the precise amount of impact as determined by the limit of impact shown on the
enclosed Impact Map. Please note that the reporting of 149 ± L.F. was a syntax error
contained only in the cover letter included with the application. The stream impact will
not exceed 149 linear feet. Thank you for your timely response to this error.
S' rely,
eorge "Mac" McIntyre, P- -
Enclosure
c: Diane Wallace - Wilco Properties
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
June 19,2002
DWQ# 02-0948
Wake County
CERTIFIED MAIL-REQUEST RECEIPT REQUESTED
Wilco Properties, Inc.
Attn: Diane W. Wallace, VP
1708 Trawick Road, Suite 209
Raleigh, NC 27604
Dear Ms. Wallace:
On June 16, 2002, the Division of Water Quality (DWQ) was notified by receipt of your applications
regarding you plans to impact around 149 feet of streams, 0.24 acres of stream buffers and 0.12 of wetlands at
Pearl Ridge Subdivision a unnamed tributary to Big Branch for the purpose of a road crossing in Wake County.
Approval from DWQ is required to impact these waters. Please provide seven copies of the following
information and refer to the DWQ number listed above in your reply. In particular as described in 15A NCAC
2B .0502, we will require you to locate all streams on the property. Please show these on maps of suitable scale
(for instance 1" = 50 feet) so we can begin to determine your projects' compliance with 15A NCAC 2H .0500.
Also you will need to be precise with your proposed stream impact, Aporting 149 feet (plus or minus) is not
sufficient.
Please telephone me at 919-733-1786 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H
.0505(c). The processing time for this application will begin when this information is received. If we do not
hear from you by writing within three (3) weeks we will assume you no longer want to pursue the project and
will consider it withdrawn.
Sincerely Yours,
FILE COPY
John Dorney
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
George McIntyre, McIntyre & Associates
T
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`ti( I1Ej'S'?.
North Carolina Division of Water Quality, Wetlands/401 Certification Unit
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
Ph: [phone], Fax: [phone], http://h2o.enr.state.nc.us/ncwetiands/
OF W A T
fl
CERTIFIED MAIL-REQUEST RECEIPT REQUESTED
G-
Wilco Properties, Inc.
Attn: Diane W. Wallace, VP
1708 Trawick Road, Suite 209
Raleigh, NC 27604
Dear Ms. Wallace:
VY
June 19,2002
DWQ# 02-0948
Wake County
On June 16, 2002, the Division of Water ality (DWQ) was notified by receipt of your applications
regarding you plans to impact around 149 feet o B4-fens and 0.12 of wetlands at Pearl Ridge Subdivision a
unnamed tributary to Big Branch for the purpose of a road crossing in Wake County. Approval from DWQ is
required to impact these waters. Please provide seven copies of the following information and refer to the
DWQ number listed above in your reply. In particular as described in 15A NCAC 2B .0502, we will require
you to locate all streams ar>d-petrds on the property. Please show these on maps of suitable scale (for instance
1" =4.a6 feet) so we can begin to determine your projects' compliance with 15A NCAC 2H.0500.
S-D Please telephone me at 919-733-1786 if you have any questions or would require copies o our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15 NCAC 2H
.0505(c). The processing time for this application will begin when this information is received If we do not
hear from you by writing within three (3) weeks we will assume you no longer want to pursue e project and
will consider it withdrawn.
Sincerely Yours,
U-41.
John Dorney ?Q
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers ?, n ? * ?, r OIM'I
""' `
Central Files U/
File Copy
George McIntyre, McIntyre & Associates
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North Carolina Division of Water Quality, Wetlands/401 Certification Unit
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
Ph: [phone], Fax: [phone], http://h2o.enr.state.nc.us/ncwetlands/
Alan Klimek, P.E., Director
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
micnaei t tasiey, Uovernor
Q William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r Gregory J_ Thorpe, Ph.D.
Acting Director
Division of Water Quality
2002
qWQ # cr, 05 Ll
LI JAVIF- County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
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Dear Mr. Gea t e h?4 ? ?? y? l? ?? `
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On 2002 the Division of Water Qualitv (DWwas no ified by receipt of your application
regarding your plan to fill wetland for the purpose of in W k(a County. Approval from DWQ
is required to disturb these C& 10-5 . The enclosed application needs to be completed and returned to us
with 7 copies of the application, supporting maps and documentation. In particular as described in
15A NCAC 2B .0502, we will require you to locate all streams and ponds on the property. Please
show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your
projects' compliance with 15A NCAC 2H.0500.
Please telephone me at 919-733-1786 if you have any questions or would require copies of our rules
or procedural materials. This project will remain on hold as incomplete in accordance with 15A
NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing within three (3) weeks we will assume you no longer
want to pursue the project and will consider it withdrawn.
Sincerely,
John R. Domey
401 Water Quality Certification Program
cc: DWQ Regional Office
Corps of Engineers
Central Files
File Copy

N. C. Division of Water Quality, 401 Wetlands Certification Unit, iJCDEhR
1550 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us:.-Cwellands
McIntyre & Associates, P.L.L.C.
Eng neers.and Umd°Planners;
493M Windy;Hill?Drive
Raleigh, NC 27609
Phone.[phone]
Fax[phone]
June 13, 2002
2
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Ste. 120
Raleigh, North Carolina 27615
NCDENR - DWQ
Parkview Building
2321 Crabtree Boulevard, Ste.250
Raleigh, North Carolina 27604
Attn: Ms. Amanda Jones Attn: Mr. John Dorney
RE: Pearl Ridge Subdivision
Request for Stream Crossing and Wetland Fill to Serve Undeveloped Tracts
Dear Ms. Jones and Mr. Dorney:
On behalf of my client, I am writing this letter to request both agencies' approval for a buffered
stream crossing and wetland fill to serve an undeveloped tract of land belonging to Wilco
Properties, Inc.
The stream crossing will disturb a total of approxima ely 149± L.F stream and will not impact
wetlands. We also proposed to fill 0.12 acre of wetlan o utilize six lots within the proposed
subdivision. The total impact to waters of the US from the project based on an average stream
width of 6 feet is 0.14 acre.
Thanks for your assistance in obtaining these approvals.
Since ely,
George `Mac" McIntyre, P.E.
IA N&
t
4,
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 14 & 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: Wilco Properties, Inc.: Contact: Diane W. Wallace, VP
Mailing Address: 1708 Trawick Road
Suite 209
Raleigh, North Carolina 27604
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: NA
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: George "Mac" McIntyre, P.E.
Company Affiliation: McIntyre & Associates, PLLC
Mailing Address: 4932-B Windy Hill Drive
Raleigh, North Carolina 27609
Telephone Number: [phone]
E-mail Address: NA
Fax Number: [phone]
Page 5 of 12
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: Pearl Ridge Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 1721994838
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): Pearl Ridge Subdivision
Directions to site (include road numbers, landmarks, etc.): The site is located northwest of
Pearl Road approximately 2000 feet southwest of its intersection with Rock Quarry Road.
Please refer to the attached USGS toW aphic quadrangle for the location of the proposed
subdivision.
5. Site coordinates, if available (UTM or Lat/Long): 35° 43' 37" N 78° 33' 53" W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): -26 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributary of Big; Branch
8. River Basin: Neuse
(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/m"s/.)
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 currently forested except for the power line
Page 6 of 12
easement that runs through the property. The land use in the vicinity of the project consists
of forestland small farms and residential subdivisions.
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed subdivision consists of approximately 95 lots. It involves construction of access
roads one of which crosses a buffered stream, and some light grading of a few lots. Heave
equipment typical of road construction and light grading will be used to construct the project.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
road access across a perennial stream channel that separates the property from Pearl Road
and to provide the area needed for house placement on six 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.
S&EC conducted a wetland delineation on March 12, 2002. The wetland area is shown on the
attached Impact Map. S&EC's data forms completed for the wetland delineation are attached.
The stream shown as buffered on the Impact Map is the only feature on the site that is depicted
on the applicable USGS topographic map and Wake County Soil Survey map.
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.
Future permit requests are not anticipated for this project.
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
Page 7 of 12
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: One access road crosses a
buffered stream channel and six lots require filling a small amount of wetland area.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
1 fill 0.12 no 0 Forested wetland

* 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: -1.5
Total area of wetland impact proposed: 0.12 acre
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
2 culvert/rip-rap 149 UT to Big Branch 6 perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net losstgain),
stabilization activities (cement wall, rip-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.p,ov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.toi)ozone.com,
www.MMuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 149
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U. S.) below:
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
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.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
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.
Because a buffered stream channel separates the vrovertv_from Pearl Road, the road crossina
of the buffered stream is required to gain access to the property. The rest of the subdivision was
designed to avoid the riparian buffer present on the property. A small amount of wetland fill is
required to utilize 6 lots
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
Page 9 of 12
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.htmi.
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.
Because impacts to wetlands and stream channels do not exceed 150 linear feet of stream
channel and 1 acre of wetlands and impacts were avoided and minimized to the maximum
extent practicable by aligning the road to cross the stream channel perpendicularly
maintaining riparian buffers mitigation should not be required by the USACE or NCDWQ
for impacts to streams and wetlands. Additionally, riparian buffer impacts resulting from the
road crossing of the buffered stream do not exceed 150 linear feet or 1/3 acre. Therefore,
riparian buffer mitigation should not be required by_NCDWQ.
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): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Multiplier i
g
t
o
(square feet) n
a
i
ti
M
1 7,199 3 NA
2 3,124 1.5 NA

Total 10,323

(0.24 acre)
NA
* 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 11 of 12
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.
A small amount of impervious acreage exists on the property. The proposed subdivision is not
expected to increase the impervious acreage beyond 30 percent. Stormwater management in
accordance with the Neuse River Basin Riparian Buffer Rule are anticipated to protect surface
waters and wetlands downstream from the property.
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.
Municipal sanitary sewer
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
0
Applicant/Agent's Signathre
s signature is valid only if an authorization letter from the
Date
is provided.)
Page 12 of 12
I" = 2000'
Date: Figure 1
2122102 USGS Location Map
Pearl Ridge Subdivision
Raleigh, Wake Co., NC
McIntyre & Associates, PLLC
Engineering & Land Planners
4932-B Windy Hill Drive
A2k Raleigh, NC 27609
A
[phone] (Office)
[phone] (Fax)
GARNER, N. C.
NE/4 GARNER 15' QUADRANGLE
35078-F5-TF-024
1964
PHOTOREVISED 1987
DMA 5255 11 NE-SERIES V842
' ?\ I I ENT "I 1 t
CP&L EAS t?l ? ? f lr
v\
l ~
tt a
X15`..
t? . ( x 2m.1
t ZONE 1 B f i
} 99. ? ? ( x 203.`. "'^ \ I i Jt
i f- ZONE 2 NRB I
1 ? Y r 1, ? r .
/ f IMPACT k 1 - g
1 f` r WETLANDS 0.12 ACRES
t 4j\ 200. r _ / ! zpa A 1Jjr tr.._.
?St } 1 ` 3 K' ? 2c1! ?. I? l1 ,l ? 1 J 205, I
{ I I '? 205.8 i
I i I V ?r %` x 20'e's i
j{ I I I 2 IMPACT p 2
I i } i I / 149 L.F. STREAM CF ANNEL
` I >36 f 1 i ( ZONE 1 = 7,199 sq.ft.
i?i 1 i ? I Itt9 I / ` j f 3,124 so-ft
TOTAL UFFER 10,323sq.fl. \x3? 1 f
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1 2+?¢ SUITE 209 ?
AMOIJED-
j ALEIGH, NC 27664 GMM
s, DATE-
I } f ` Joe CapE16
10
DRAYANG
2571 No.
1 ? j7z I ! 't ?• x ,
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Pearl Ridge Subdivision/S&EC Project #:02-6816 Date: 3/12/02
Applicant/Owner: Wilco Properties INC. County: Wake County
Investigator: Jennifer Burdette State: North Carolina
Do Normal Circumstances exist on the site? X Yes No Community ID: Mixed Hardwood
Is the site significantly disturbed (Atypical Situation)? -Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: UP Flag 110
If needed, explain on reverse.
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Ilex opaca TREE FAC- 9.
2. Betula nigra TREE FACW 10.
3. Acerrubrum TREE FAC 11.
4. Liquidambarstyraciflua TREE FAC+ 12.
5. Cornus florida SAPLING FACU 13.
6. Ilex opaca SAPLING FAC- 14.
7. Lonicera japonica VINE FAC 15.
8. Vitis rotundifolia VINE FAC 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC- : 63%
Remarks: Hydrophytic vegetation present.
HYDROLOGY
-Recorded Data: Wetland Hydrology Indicators:
-Stream, Lake or Tide Gauge Primary Indicators:
-Aerial Photographs -Inundated
-Other -Saturated in Upper 12 Inches
-Water Marks
x No Recorded Data Available -Drift Lines
-Sediment Deposits
-Drainage Patterns in Wetlands

Field Observations: Secondary Indicators (2 or more required):
-Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: NA (in.) Water-Stained Leaves
-Local Soil Survey Data
Depth to Free Water in Pit: >16 (in.) _FAC-Neutral Test
-Other (Explain in Remarks)
Depth to Saturated Soil: >16 (in.)
Remarks: Wetland hydrology absent
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Pearl Ridge Subdivision/S&EC Project #:02-6816 Date: 3/12/02
Applicant/Owner: Wilco Properties INC. County: Wake County
Investigator: Jennifer Burdette State: North Carolina
Do Normal Circumstances exist on the site? X Yes No Community ID:Headwater Forest Wetland
Is the site significantly disturbed (Atypical Situation)? _Yes X No Transect ID:
Is the area a potential Problem Area? _Yes X No Plot ID: WL (a- Flag 110
If needed, explain on reverse.
YEGE7 ATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Acerrubrum TREE FAC 9.
2. Ilex opaca TREE FAC- 10.
3. Magnolia virginiana TREE FACW- 11.
4. Woodwardia areolata HERB OBL 12.
5. Arundinaria gigantea HERB FACW 13.
6. Lonicera Japonica VINE FAC 14.
7. Bignonia capreolata VINE FAC 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC- : 86%
Remarks: Hydrophytic vegetation present.
HYnRni nr,Y
-Recorded Data: Wetland Hydrology Indicators:
_Stream, Lake or Tide Gauge Primary Indicators:
-Aerial Photographs Inundated
-Other x Saturated in Upper 12 Inches
-Water marks
x No Recorded Data Available -Drift Lines
-Sediment Deposits
-Drainage Patterns in Wetlands

Field Observations: Secondary Indicators (2 or more required):
x Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: NA (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Free Water in Pit: >12 (in.) X FAC-Neutral Test
-Other (Explain in Remarks)
Depth to Saturated Soil: >6 (in.)
Remarks: Wetland hydrology present.

HjMonis
Date: May 30, 2002
To: US Army Corp of Engineers
NC Division of Water Quality
From: Diane Wallace
Re: Pearl Ridge
Wilco Properties, Inc. authorizes Mac McIntyre of McIntyre & Associates to operate on
our behalf for the proposed Pearl Ridge subdivision project.
Should you have any questions, please contact our office.
8y: r
Wilco Properties, Inc.
1708 TRAWICK ROAD, SUITE 209 • RALEIGH, NC 27604 • PHONE: [phone] • FAX: [phone]
DWQ# 92- (V Vg7 Date 1(o D Z'
$$) Plan Detail Incomplete
? Please provide a location map for the project.
O Please show all stream impacts including all fill slopes, dissipators, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
Please locate any planned sewer lines on the site plan( ;koy) ,
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
Please specify the percent of project imperviousness area based on the estimated built-out conditions.
O Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
$$) Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or rovide additional information as to why
it is necessary for this project. from fY?ad ?ray5% ?? E.I? t-eecP (,)i'p has sl4gy?N 0014
flcKS+ .40 ?pWn c
This Office believes that the?K 'HOC can be moved orleco figured to avoid the impacts to the Q ease
mv? e p ans o avoi rS •? nd, 0,yam rY, %F??t `opt /K lef

? This Office believes that the labeled o_n_thhlans as can be moved or reconfigured to minimize the impacts to the . Please
revis the plans to minimize the impacts.
44"'r do "4 11 e'214 t t `q cqirvrfy
J?f The s-tormwater discharges at the location on the plans lebeleel- will rovide diffuse flow through the buffer because _ . Please
L " revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve diffuse
flow through the entire buffer then it may be necessary to provide stormwater management practices that remove nutrients before the stormwater
can be discharged through the.buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impact was request. Please provide $
This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application,
copies of the site plans and other supporting information.
$$) Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The plan must conform
to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
C. .6
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?v ...vv. vv vua. . t•luy. -Ow' LVVL
wi@'I?#??iC Di vi si on of water Quality
Invoice: 053002 05/30/02
Job: 750101 HEATHERLEIGH S/D, PHASE II
pF
eF -?
r.
INUIIIVCI . VV`t`t7L
004492
Paid: $200.00
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PIPE TYPE SIZE LENGTH INV. IN INV. OUT SLOPE i D.A.
A RCP 18" ~ ~ Q10 V10 36 202,70 201.00 4.72 0,90 ac. ~ 4,11 cfs 4. CI 1 15.5' RT, C _
B RCP 15" ~33' ~ I 28 fps ~ L STA. 20+95.96 L 2 203.50 202.80 2.12 ~ 0.19 ac. I 0.79 cfs - CL ELEV. = 206,41 C1#9 15.5 RT. CL STA. 17+88.98 L-2 ' C I RCP 18" X232' 204,20 202.80 ~ _ CL ELEV, = 20 CI#17 15.5 RT. CL STA, 1C
0.60% .0.58 ac. 2.92 cfs T.B.O. C. = 206.60 9.57 CL ELEV, = 23 D RCP 18" ~26' 204.50 204.30 0.77% ! 0.5 T.B.O.C. = 209.76 4.19 CL STA. 10+37.41 - L 8 ,,I#25 13~ LT. CL STA. 11+50 L-4 ~ I 34.19 !CL ELEV. = 225, CI#32 18' LT. CL.~TA. 18+54.88 L-1
4 ac. 2.71 cfs - INV. IN 15" & 18" RCP = - E RCP 15" X30' 205.30 204.60 202.80 T.B,O,C, - 234.38 x.38 93 CL ELEV. = 246. ~ I T.B.O.C. = 226.40 5.3
2,33% INV. OUT 18" RCP = ~ 10.49 ac. ! 2.46 - cfs 202.70 INV. OUT 15" _ INV. IN 15 RCP = 230,6( RCP 15 X27 206,00 205,40 2.22 RCP - 205.90 -P = 230.60 NV. IN 1 - (T.B.O.C. = 246.73 5 RCP - 222.15
0, 4 I _ 2 ac.I 1.13 cfs INV. OUT 15 RCP = 230.5 RCP = 230,50 INV. IN 15" RCP = 242.20 INV. OUT 15 RCP = 222.05 INV
G RCP ~ ~ CI 2 15.5 36 40 204.70 204.00 1,7 ~ I ~ LT. CL STA. 20+75.42 L-2 5 a I 5.21 ac. 14.47 cfs 6.34 f s I CL ELEV• = CI#10 15.5 RT. CL STA. 14+66.1 OUT 15" RCP = 242.10 I I
H I .RCP 18 X74' 205,20 204.80 0.54 i P ~ 206.62 i - 3 L-2 CI#18 15,5 LT. CL STA. 10 0.10 ac, 0.55 cfs - T.B.O. C, = 206.81 CL ELEV. - 224.42 ~ I RCP 15;; 104' 205.90 ~ 205.30 0.58 I, i T•B•0, = CL ELEV. = 234.19 CL STA. 10+37.41 L-8 CI#26 55.96' RT. -
J RCP 15 10.05 ac, 0.28 cfs - I C~ 224,61 T.B. - I 130' 214.50 204.80 7 _ IN O.C, - 234.38 ~4.1 CL STA. 12+39.54 L-4 CI 33 13' ~ 9 ~ T,L ELEV. = 225. # LT. CL . TA. 10+54,51 L-6 04
,46~ 10.34 ac. 1.74 cfs INV. OUT 15" RCP = 203. V. IN 15 RCP = 214.60 K .RCP 15" X114' 224.50 214,60 8.68% ! 50 INV. OUT 15' R = ~.38 LB.O.C. = 225. ICS ELEV. = 246.1G I 54 T. B. 0, C, = 24 I
I ~ 0.08 ac. 0.36 cfs - ~ CP 214,50 INV. OUT 15 R = L RCP 24 ~26' 205.00 204.80 0.77% CP 231.4( - ' ~~NV. IN 15" RCP = 222,85 6.34 ZCP - 231.40 INV. IN 15" RCP = I
I M RCP 4° o I 4.70 ac• 12.08 cfs - ~ CI#3 15.5' RT. CL STA. 18+ 2 N125 205.80 205,10 0.56 i 3.32 I _ ~ 60.47 L-2 CI#11 Cul-de-Sac C INV. OUT 15" RCP = 222.75 242.60 INV. OUT 15" RCP = 242.50
N RCP 18" ~g' ac. 8.81 cfs i CL ELEV. = 209.84 L STA. 11+04,98 L-7 CI#19 13' LT. CL STA• I ~ CL ELEV. = 231.28 10+~ ~ I 206.00 205.90 1.11 2.82 ac. 7,41 cfs - T.B.O. C. = 210.0 ;L STA, 10+ - 51.32 L 4 YI #1 I
0 RCP 15 X46' 206.40 206.1 ! ~ 3 T.B.O.C. = CL ELEV. = 226.92 0 0.65% i 0.66 oc. 1.76 cfs - INV, IN 18" RCP = 204• 231.78 T _ 6.92 ~ TOP ELEV. = CI#34 13' RT. CL STA. 10+54.51 L-6
I I 30 B.O.C. - 227.16 P i RCP 15" N270' 228,50 205,10 8,67 INV. 0 - I 0.39 ac. 1,51 cfs - I UT 18 RCP - 204.20 INV. IN 15" RCP 3 = 220. .16 240.00 CL ELEV. = 24 6.1 C I
Q RCP 15" X30' 230.50 228.6 ~ INV. OUT 15 RCP = 224. ~ ~ 0 6,33 0.34 a _ 50 c, 1.25 cfs INV. OUT 18 RCP = 220.3( (3) = 220.40 INV. IN 15" R = ~T.B.O.C. = 246,34 ~~I 'CP = 220.3 CP 228.50
R I RCP 15" ~21' 231.40 230.60 3,81 0.26 ac. 0.86 cfs - CI#4 15,5' IT. CL STA. 18+60.47 L-2 0 'NV. OUT 15" - RCP - 228.40 INV. OUT 15" RCP =
S RCP 18" X36' 220,30 219.00 3.61 ! CL ELEV. = 209.84 Cl#12 15,5 IT. CL STA. 16+00 L-2 3.26 ac. 9.54 cfs 6.64 fps CL ELEV. = 213.46 CI#20 15.5 RT, CL STA, 10~ 242.90 I CL STA. 10+29,73 L-2 ~ ,I
I T RCP 15" X81' 223.80 220,40 4,20 T.B,O.C• = 210,03 ~ CL ELEV. _ 0.21 ac, 0.97 cfs T.B.O. C, = 213.65 227'69 I~~#27 34.89' LT. Cl. STA. 13+35,13 L-6 CI 3 ~ 7.69 ELEV. _ # 5 3,.43' RT, C_ STA. 12-~-00,45 -
U RCP 15;; ~26' 223.00 220,40 10,00 ~ 1. INV. IN 15" RCP = 204.60 ~ T.B,O•C. = 227.88 59 ac. 5.55 cfs INV. OUT 18° R INV. IN 15 & 24 RCP = 205.10 V RCP 15 ~58' 225,00 223.10 3.28 ! 1.4 _ ~ CP = 204.50 I » ,88 T 238.38 I CL ELEV. = 23 F L 8 j I B.O.C. = 237.88 8.7., I
5 ac. 5,12 cfs INV• OUT 24 RCP = 205.00 W RCP 15;; ~31' 225.30 225,10 0,65 I 1. INV. OUT 15" RCP = 223.8( ~~NV. IN 15" RCP = T.B.O.C. = 238,67 234.10
23 ac. 4.08 cfs - X RCP 15 N54' 225.70 225.40 0.56 CI#5 15.5' LT. CL STA. 10+34.18 - CP = 223.80 NV. OUT 15" RCP = ' 234.00 INV. OUT 15' RCP = 232.0
I 0,25 _ L 3 Y RCP 15 i ac. ~ 0,90 cfs ~ CL ELEV. = Cl#13 15.5' RT. CL STA, 17+30 L-2 ~95' 222,05 220.40 1 I I 209.43 CI 21 13' RT. C 0 _ i
.74~ 1.08 ac.l 3.71 cfs I CL ELEV. = 210,18 # L STA, 10+6 Z RCP 15" 112' 222.75 2 - I ~ T.B.O. C. = 209.62 CL ELEV. _ 22.05 0,54 ~ 0.99 ac. 3,45 cfs i T.B,O,C. = 210.37 226.77 ,L STA. 10+66.53 L 4 ~'#28 13' LT. CL STA. - ~ 77 12+81.59 L 6 CI#36 15.5' RT. CL STA. 1 - ~
- ~ INV. IN 15" RCP = ~ AA RCP 15 X93' 228,40 222.85 5.92 I 205,40 INV. I - T.B.O.C. = 227.01 0.35 ac.l 1.53 cfs INV. OUT 15" RCP = 2 N 18" RCP - 205.90 IN " ELEV. = 243.14 5+75,35 L 01 jCL ELEV. = 218,70 I
~ BB RCP 15" X169' 234.0 ~ I - ~ 05.30 V. IN 15 RCP = 223.10 ~ 0 228,50 3.25% 0.34 ac.l 1.59 cfs - ~ INV. OUT 24" RCP = 205,80 B.O.C. = 243.38 IT I ' = 223.10 I B.O.C. = 218.89
CC RCP 15 INV. OUT 15" RCP = 223,00 X56' ~ 237.00 234.10 5,18% 0.07 ac. 0.33 cfs OP=2 INV. IN 18"RP= ~ 23.00 'NV. OUT 1 = C 214.60 I I 5 RCP 237.00 INV. OUT 24" -
I I CI#6 15.5 RT. CL STA. 10+39.91 L-3 DD RCP 15" I X128' 240,70 239.00 CI 14 15.5 ~ 1,33 0.34 ac. 1.76 cfs 3.53 f I CL ELEV. = 209.60 # LT. CL STA, 17+40 L-2 CI RCP - 214.50 j I
EE RCP ~ 15" ~ ~70' 241.20 240,80 Ps ~ CL ELEV. = 210.0 #22 18 LT. CL STA, 13+6 0.57 0.22 ac. 1.22 cfs - ~ ~ T.B.O. C. = 209.79 8 CL - L STA. 13+67.16 L-1 ~ ~ ~.~'#29 36.82 LT. CL STA. 12+10.25 L-5 CI
T.B,O.C. = 210.27 ELEV. - 232,34 FF RCP 15" 206' 241.80 239.00 11.36 I T.B.O - o ,C, - 0.56 ac. 2.08 cfs 4,44 fps ~ ~ I _ I INV, IN 15 RCP = 206.10 232.48 ..34 ~ C~~ ELEV. - 246. #37 15.5 LL CL STA. 15+75.35 L-3 I
GG RCP 15" X35' 242,10 241.90 0.57 NV. OUT 15" RCP - 206.00 INV. IN 15" - I 0.48 ac. 1.64 cfs I INV, OUT 18" RCP = 20 RCP - 225.10 48 T - 69 .CL ELEV. = 218.7 B.O.C. = 246.93 ~ 0 I = 225.10 'INV. IN 15" RCP = T,B.O.C. = 218.89 I
HH -RCP 15" X51' 4 ~ ~ 6.00 2 2.50 242,10 0.59 ~ I ~ INV. OUT 15 RCP = 225,00 ~P = 225.00 240,80 IINV. IN 18' & 15" ! = I ~ LNV. OUT 15" RCP = 240.70 ZCP 214.90 ~
it RCP 15" 0.21 ac. 0.76 cfs - I X21' 242.90 242.60 1.43 0.05 _ I CI#7 15.5' RT. CL STA. 16+ ac• 0.25 cfs ~ 00 L-2 ENV. OUT 18" RCP 214.8 0
JJ ~ RCP 15" ~ ~ CL ELEV. = 213.46 C~#15 15,5' LL CL STA. 17+88,98 L-2 160' 23200 231.00 0.63 ~ 0.35 ac. ~ 1 _ CI#23 18' RT, CL STA. 13+5'. 16 cfs 3.19 fps ~ T.B.O•C. = 21 CL ELEV. - 209.57 L STA. 13+59.10 L-1
KK RCP 24" X116' 21 I ~ 3.65 _ CL ELEV. = 231.74 4.50 212.80 1.47 I 4.05 ac. 11.17 cfs 5.92 f INV. IN 15' & 18" & 4" = I T.B.O,C. - 209.76 ~~#30 25' LT. CL STA. 12+79.23 L-5 I .74 I C #38 15.5' LT. CL STA. _ I, ~ ELEV. = 244.10 16+15.35 L 3 ~
ps 2 RCP 204.80 T•B.O.C, = 231.91 LL RCP 18" X26' 214.80 214.60 0.77 I _ I I 3.86 ac. 10.17 cfs NV. OUT 36 RCP = 204.70 INV. IN 15" RCP = 225.40 11 CL ELEV. = 219.16 ~'.B.O.C. = 244.60 I ~
I MM RCP 15° X36' 215.90 214.90 0.56 INV. OUT 24" RCP = 206,40 0.80 ac. 2,31 cfs INV. OUT 15" RCP = 225.30 = 225.40 i jT.B.O.C. = 219.35 I 1
NN RCP 18" ~8' 215.00 214.90 1,25% 2. 00 RCP 15" 81 ac. ~ 7.28 cfs - CI#8 15.5' RT. CL STA. 16+77.35 L-2 ,P = 225.30 ~~~ti~~V. OUT 15" RCP = I I 241,20 ~ INV. OUT 15' RCP 21 j
~6 215.20 215.10 1.67 0.35 ac. 1.0 ~ CL ELEV. = CI#16 15.5' LT. CL STA• 13+34.9 9 cfs - 210.73 C _ 2 L-2 CI#24 15.5' LT. CL STA. 10+i 5.10 CL STA. 10+68.27 L-1 31
T.B,O.C. = L ELEV. - 234.19 210.92 T,B, _ CL ELEV. = 228.81 # 18 RT. CL STA. 18+70.89 L-1 CI 39 81 IC_ ELEV. = 246.41 # 15.5 LT. CL STA. 15+62.84 L-3 I
INV, IN 15" RCP = 205.30 O,C. - 234.38 T.B.O. _ INV. IN 15" RCP = 22 C 229.00 INV• OUT 18" RCP = 205.20 8.60 CL ELEU. = 218.58 )0 T.B.O.C. = 246,55
1NV, OUT 15" RCP = 228.50 INV. tN 15" RCP = T.B.O.C. = 218.77 I
INV. OUT 15 RCP = 225,70 P = 225,70 241.90 INV. IN 15 RCP = I!~IV. OUT 15" RCP = 241.80 215.10 ~ I'
ENERGY DISSIPATOR SCHEDULE FOR RCP ~ PVC B10-RETENTION OUTLET PIPES INV. OUT 18" - I RCP 215,00 I
DISSIPATOR OUTLET V10 La W 050 STONE MIN. LINING APRON NUMBER PIPE (FPS) (FT.) (FT.) SIZE (IN.) THICK• (IN.) MATERIAL CI#40 15,5' LT. CL STA. 15+ ~ 52.67 L-3 CL ELEV. = 218.60
D1 P1 (3") 1.43 1.00 0.75 3 12 'CLASS 'A' STON T,B.O.C. = 218.79 i
D2 P2 (10") 5.60 3.50 2.50 3 ~ E
12 I CLASS 'A' STONE D3 P3 (8") 3.76 3.00 2.00 3 12 I CLASS 'A' ST IN V. OUT 18 RCP = 215.20 I
D4 P4 (3") 1.95 1.00 0.75 3 ONE 12 I CLASS 'A' STONE
D5 P5 (12") 3.90 4.00 3.00 3 12 CLASS 'A' STON I E I I
D6 A (18") 6.94 9.001 5.00 6 18 ~ CLASS 'B' ST I ONE
D7 G (36") 6.69 18.00 9.00 6 18 ~ CLASS 'B' D8 STONE,
~ I S (18") 18.24 9.001 5.00 ~ 6 18 CLASS 'B' STONE'. D9 DD (15"1 4.14 a ~ I '
' J. V'v .J I 12 CLASS ' 010 A' STONE FF 15" I , 4.44 4 ( 00 3.0 0 3 12 C I NOTE: CONSTRUCT LEVEL SPREADER ALONG CONTOUR WITH 0% SLCPL. PLACE ^vIATTING. LEVEL SPREADER I
011 JJ 15" 3.19 4 LASS A STONE ( ) .o0 3.00 3 12 ~ cLASS 'A' SCHEDULE FOR SURFA TO BE CONSTRUCTED AFTER SU~T BASINS ARE
STONE CE SANDFILTER AREAS - D12 KK (24") 6.93 B.OD 6.00 6 ~ 18 ~ CLASS ' ' 8 STONE SURFACE ELEV. REMOVED AND DITCH LINES ARE STABLE. I
~ THICKNESS USE SPECIFIED STONE FOR EROSION CONTROL SAND- OUTLET SURFACE SURFACE PONDING HEIGHT OF TOP TOP OF TOP CF DEPTH OF ..EVEL SPREADER TO BE OUTSIDE NEUSE RIVER I 'SUFFER AREA.
PLACE DISSIPATOR AS PER DETAIL SHOWN ON FILTER PIPE (RCP) ELEVATION AREA (SA) OF SOIL DEPTH d hmax. WATER CONCRETE pF BERM GR UNDERI .PTH OF UNDERDRAIN ~r~ NATURAL GROUND SLOPE 50' FROM
~ L pH BOX AVEL GRAVEL ~ EROSION CONTROL DETAIL SHEET WITH REQUIRED UNDERLINER BOX ELEVATION ENVELOP ENVELOP PIPE GAVEL SANDFILTER OLi~ET I NLET OUTLET I BANK OF STREAM (STREAM BUFFER) JVELOP PIPE (S) PIPE (PVC) ELEV. ,ELEU.
#1 201.00 ~ 201.00 275 F PIPE A S • 2.40 FT. 10 IN• 1 1N. 3.23 FT. 12" x 12" 201. I
83 201.92 198.60 6 IN. (1) 4" > IN. (1) 4" CPP 40 LF~ 3" PVC l~ OJ5~ 198.10 1197.80
I #2 204.00 ~ 204.00 1 772.41 PIPE G SF• 3.00 FT. 9 IN. 2 IN. 3.75 FT. 78" x 78" 204.75 2049 p FIBERGLASS MATTIN
2 201.00 6 I N (2) 4" #3 219.00 ~ i IN. (2) 4" CPP 30 L.F. 10" PVC ~ 1,67% 200.50 X200.00 <y~~ 0.5' <1 ~ F ~ 09
PIPES 219.00 1,108.89 SF. 2.50 FT. 9 I N. 2 IN. 3.25 FT. 42" x 42" 219.75 219.92 216.50 8 IN. ~ MIN,
(1) 6 #4 239.00 ~ ~ 239. i IN. (1) 6" CPP 32 L.F. 8" PVC 0 ~ 0 72% 215.83 215,60 I BURIED
PIPE DD&FF ~ 00 306.25 SF. 2.00 FT. 9 IN. 1 IN. 2.75 FT. 12" x 12" j 6' MIN. s" MIN.
239.75 239.83 237.00 6 IN. (1) 4 j IN. (1) 4" CPP 92 L.F. 3" PVC ©0.54% 236.50 ~ 236,00
#5 212.83 0 PIPE KK ~ 212.83 1,029.16 SF. 2.00 FT• 12 IN. 2 IN. 3.00 FT. 114" x 60" 213.83 214.00 210.83 6 IN. (2) 4" i
i VAR IN. (2) 4" CPP 12 L.F. 12" PVC ~ 2J5~ p IES VARIES 1210.33 210.00 I L ~
~w TYPICAL SECTION OF LEVEL SPREADER
PERMANENT GRASS SWALE 'A' ~Q ~ o~
19.80' LENGTH ~10o i. r. I ~ a I ~ DUI
15.54' D.a. = o.so Ac. I ~ Na ~ o ~
~ Q10 = 0.61 x 7.22 in/hr x 0,90 ac 3.1 3:1 010 = 3.96 cfs ~ TOP OF SURFACE SA III ' NAruRA~ GROUND
vt0 = 0.94 tps NDFILTER AREA I I
d10 = 0.29' B = 13.80' d100 - 0.34' I~ ~
I BASE OF SURFACE SANDFILTER AREA SLOPE 0.977 j I I j ~ ~ ~ ~
LINE DIT n = 0.065 f CH WITH I ! o I o ~ _ + i ~ j 0
TEMP. MATTING sHEAR = o.1e psf ~ TOP OF BE USE STRAW W~ NET TOP OF BERM ~q' ! i ~ Q - I ~ I nj I J II 3
ALLOW SHEAR STRESS = TOP OF BOX hmax. 1,45 psf I ~ ~ I wW ~ I ~ _ hmax. ~ I I, I I o z Q
S~0 CONCR I I I j j 3 Q> j I~ III j ~
A~ ETE DROP BOX P~ j W/ GRATE c,~~ ~ ~ I I I I ~ ~ w w
~ PONDING RCP OUTLET PIPE DEPTH d ~ I I I I ~ PONDING j I
I SURFACE ELEVATION DEPTH d
3" TOPSOIL ~ NAruRAL cR OUND
GEO-TEXTILE 3" TOPSOI i I GEO-TEXTILE ~ LENGTH VARIES
c~ j
HE I ~ ~~o j j HEIGHT OF ~ ~ PLAN VIEW OF LEVEL SPREADER
WATER ~ I
THICKNESS I CLEAN, WASHED CLEAN, WASHED OF SOIL THICKN ~H v ESS ~A,~ LEVY of solL s _L SPREADER SCHEDUL
CONCRETE SAND ~ CONCRETE SAND ~ L I E oL
~ ~ LEVEL DESIGN .ENTRANCE D P E TH END WIDTH LENGTH ~i9 ~ SPREADER FL ;W cfs) I WIDTH cfs ft.
I I ft. ft. #1 I 0-10 ~ 10 0.5 3 10
I GEO-TEXTILE GEO-TEXTILE #2 I 0-10 10 0.5 3 10
I ~ I #3 .;-10 10 0.5 3
WASHED STONE n GRAVEL 10 GRAVEL
_ EN V EL P 0 ENVELOP
- PVC OUTLET -J
CPP UNDERDR AIN
W/ 3/8 INCH PERFORATIONS CPP UNDERDRAIN
W/ 3/8 INCH PERFORATIO NS SHEET 3 TIONS I
SURFACE SANDFILTER S CORM W,q TER SCNE DULES &
S;'RFAC
E SANDFI~ TER DETAILS
PEARL RIDG E PH,gSE .3
I
uvv 4LN: H.J,MORRIS CONSTRUCTION INC. t-
THOMPSON & ASSOC:' ES w AKE CO. NORTH CAROLINA ZONED R-6
5821 HOLLY SPRINGS -PD
RALEIGH, NC 27606 DATE 05/15/2002 DRAWN RIB JOB NO. HJM-PRSD ~ (919) 8511709
FAX [phone] SCALE 1" = 60' S URVEYED DRAWIN
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r,;,8~ =cOIS ~NnO~'9 'N~'_7'V SS3N1i0Hl ~ ~~313 30b~3f1S 3NOlS ,8, SS'd10 8L 9 00" 0 y 0 8 06 9 („bZ) XX Z14
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dnO1~;C0 ON01V a30d3adS ,~3n31 1sr~alS~sn ~310N u ~ _ as 3NOlS ,8, SShcO 81 ~
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3NOls ,d, ssvl~ z~ _ oo~~ ao~t os~~ („zl) 5d sa
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3NOls ,v, ssvlo zl j _ osz os~~ o9~s (<<ol) zd za
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6L~N,? _ 'S~., ~ _ lv~a3lvw (~Ni) ~>IO~Nl (~Ni) ~ (~l~) ~~l sd~ 3dld ~3ewnN NO~db ONINII ~NIW 3N01S ~~0 M pl Old 1311(10 301VdISS10
S~d'~ 1~11~00 N011Ndldd-018 Odd ~ d0~'
~o~ ~~na~H~s ~oLddissia ~~~~N~
,~^S.Z = c~'- „8l 1(1C ' \ ~8 sb' = d0a „Sl 1(10 \ OL'SZZ = dS
_ ~~a «S~ ~ ~ - if10 '/1N1~', OS'8ZZ = d0~' „Sl 1(10 OL „Sl 100 ~/1N1 OZ~~OZ = dOd „8L 100 ~I1N1
0~ „Sl NI 858? _ 89~~9~ - ~0'C dOd' „S1 NI ~~NI - 08 50Z - dOd' 1 NI ~~NI ~~~~Z = ~0'0~8~1 Z6~Olz = ~0~0~8~1
- lb'9bZ = 1887? _ ~n,3~~ ~0 ~ _ - ~8~Z9-_, ~~_S _ ,S~S~ 6S~ ~ l-~ 68'OL *S, ~b'1S ~0 ~l~ 8. ~ xc_ 6~~~5~ - ~L3~_ z L - - ~ O L 'd - ~~31~ ~0 ~L~O~Z = ~ - s~~ 601 ~~p S~ 0 ~L9~1 ~ ~~.~~~lZ OZ~~IZ gti I
,z 1S ~0 '1- ,S S> tZ#10 7 ~ 76~~0+51 'b'1S ~0 ~l~l ,S~SI 9 . , _ _ d ~ ~0 ~ ~ _ o ~ «0 L d0~ 00 8l 9L#10 Z ~ c~ _~+gl ~d1S 10 ~ld' ,851 8#10 s~~ 8Z~L ~~p 18~Z ~~Z ~lZ 00~81Z 8~
j ..,~5,? _ ,S1 1(10 ~ ti _ „8l dOd' NN - s}~ 18~Z ~~p 080 ~95~0 ~ Oc~IZ 06~S1Z ,9~~ dOd WW
~0 LN Oti'907 - d.;?~ „b7 1(10 ~d „bZ 1(10 ~I1N1 ~ _ - s~~ L1~0~ ~~n gg~~ ~LL~O C~~~~Z 0 ~ << ~uZ dOd „9~ ~00 ONI 8 ~lZ ,9Z~ „8L dOd' ~l
Oti~SZZ - '~~UI '~N'~'. - - 16~:z.. - ~0~0~8~1 n~ _ sd~ Z6~S s~~ L1~~~ ~~p 50~~ ~ ~L~~1 "0'lZ O~~~IZ ll~ 08~~OZ = cOd „t? ~ „8l ~ „Sl NI ~I1N1; ~ ,9 ,~tiZ dOdJ y{y~
9L~6~„ '0'C L~60? _ ~0~0~8~1 09~~1Z = sd~ 6l~ s ~ ~ 0 0 81 ~ ~ 9L 1 ~ ~~9~0 0~ ,OZ OO~Z~Z ,091 „Sl d0~
~ ~ _ _ b~ .z~~ ~~L3 l~ LS~6C7 = ~3~- z S'z ~ I +9! ~'r ~S ~0 ~ ,S~S ~ 8S# ~ S ~ 07~6L+7 ~~dS ~0 '11 9Z O~Lr ~ r^+ ~ ~5 Sl b'1S ,8L S7#10~, 7-~ 86'88+LL ~b'1S ~0 ,S~SI 5 '6C? _ ~~3~d ~0 ~ yb~lZ = ~~~~d ~0 - s~~ SZ~O ~~0 800 ~~b~~ ~~cL~ 06~ ,S~SI 5l#10 Z-~ ~0+91 ~b'iS ~0 ~ld S~S1 L#10 _ Z Z~Z ,lZ~ ,<Ol d0~ II
s~~ 9L 0 ~~p 1Z~0 ~6~~0 ObZ OS~Z~Z ,~S~ „Sl dOd' HH
UPS ~J = C.,'.?{ ,81 1~0 ~ \ ~L '~77 = dJ~ l I~C \ JO ~Z7 = dJ~' _ C6~~',7 - c0~ ~,5, ~ ~,81 NI x ~ ~ _ ~ ~ ~~~10 LN! 00907 d0a „8~. L~'10 - s~~ ti9 L ~~p 8~~0 ~LS~O 00,bZ OI~ZtiZ ~ S~ti Od „8~. i~'10 ~~NI - ~ <,81 dOd' 00
C~.. ,~7~ d0~' „0~ Ol'9ZZ - NI '~N O1~90 = 68~8~Z - ,0.0~~ _ Z d,,.. NI ~u ~OZ dOb „Ob 1.00 ~I~NI sd~ ti~~ti s~~ 80~Z ~~p 950 ~9~~1 ~ - d0?~ „S NI ~~NI ~^~'Z 08~ ~tZ ,90Z~ l dOd' ~d
OL'8.7 = '11~~3 - ~ L7 0.~ ~ 0 69 9ti7 - - ~0 7~z 7 - ~0 ~ 17 = Z~O~.Z = ~0~0 81 6L~60Z = ~0~0~8~1 ~ - s}~ ZZ~I ZZ~C ~LS~O 08~'tiZ OZ~ItiZ ,OL~ „O1 d0~ ~d '
S-~ S9'S~+SI ~d1S ~0 ~S'Sl L0#~~, 0 + ~c ~ ~ _ _ - 800Y~ ~L3~~ Z OL 7l 70 ll ,78 ~z 1 ~,~~9+8~ 'b`1S ~ _ ,81 ZZ#10 Z- 0~+ _ ~O 1~ - sd~ ~0~ s ~ ~~o ~ ~ ~ ~ _ H3~~ ~0 09~60Z = ~~3~~ ~0 ~ ~ ~ 9Lr ti~ 0 ~ 0~ ~zZ 0~ O~Z ,8Z1~ „Sl d0~ DO
L L b`1S ~0 ~ S l ti ,=~01 til#10 .r~~i+Ol ~b'1S l0 ~ld' S~S~ 9#10 - s~~ ~~~0 ~~o L0~ ~ ~c I 0 ~ X81 ~ I 0 ~8Z OO~L~Z ,9S~ „S 1 d0~ 00
OS~~l7 = d08' „tiZ 1(10 ~;'~V 00''LZ = d0~' „SL 1~= \ ~°O~SZZ = d0b ~ _ 0 ~N~ 08~S07 = c0?- 1(10 - s~~ 651 ~~p ti~'~0 ~5Z~0 ' 0_~~~ZZ OO~ti~'Z ,691 ,~51 dOd` 88 ,~L. 1(10 ~~NI - - s~~ 8S 1 ~~b ~
C9~ti1Z = ~~~i „8l NI -1 ' ~,~SZZ = d~~ NI LN~ 06~SOZ = „8~ NI dOd ~,81 1(10 ~~NI 0 ~Z6 S i 5'8_~Z 0~~8ZZ ' ,~6~ ~ «0~ did' b'd
68~8~7 = .0.0. - 80'~tiZ = _ ~ - l0 0 8 L L" ? '0~0 NI 0 ~ti0 0 ~ _;,Z ~L ZZZ ,Z L l~ ~,0 ~ dOd Z z0.? _ ~0~0~8~1 ?9~60Z = ~0~0~8~1 - s~~ lL~~' ~~b 801 ~ ~
S~'~SL~S~ ~~d1S ~0 !b' ~8 0l 95~~ - ~k+~ ~ x~~ - LL - ~0 8~~;;~~7 - ~L~~~ I - 9 ~ 6S d1S ~0 11 ,9. - b-~~~ L=~~~-~Sl 'd1S ,il lZ#10 7- ~ + ~ _ ~~d~~ ~0 _ _ ~t~ L _„Z 50.,ZZ ,06~ „Sl d0~ ,l 60Z - ~~d1~ 10 s ~ ~~o o ~ ,
- ~ .,S L L b`1S S L 81 ~yd 5l ~l#10 - - ~ 06 0 5Z 0 ~9S~0 !~1i =0Z OCSZZ ,bS~ «Sl d0~ X - ~ ~ 81:-i+~~~~ ~a~S i0 ~i~ ,O~SI ~#10 - s}~ 80~~ ~~p 8Z~1 ~59~0
OC~7SZ = d0~ „Sl 10C 'A'll ~,~~~~SZ = d0~ ~S~ 1^;; ^k~^ _ c _~Z 0~ 8ZZ ,1~~ „Sl dOd' M - s~~ Z1~5 ~~n 0~~1 ~8Z~d ~
~ZZ d~~ ~ 0 'LNI u0 S07 - d0~' '10 >d' '10 '~NI ~ _ ~ ~ _~Z OC 5ZZ ,85~ „51 d0~ ~ ~ ~ U~ ~uZ dOd' „8l 1(10 ~NI - s~~ OS~S ~~0 60~~ X00 OL 0~ ~~?Z OO~~ZZ ,9Z~ ~ Ol
- d0~' „ti7 ~ ~ UI L9~8~'7 = .0,0.x. ; 88'L0Z = ~ ~ - ~ - 88 - ~ 0 8'1 S9~~z ~,Z = 0 0' Z , ~ ~ UI ~NI dOd' fl 09~ti0Z - ~Od „5L NI ~NI - s~~ L6~0 ~~p ~Z~O ~OZ~b 0~~?Z 08~OZZ L ~~'z~,0 = .0.0.8.1 - ~ 8 „SL dOd' 1
+ I - 69 L.,.. ~0 9ti~S.7 = ~n~~~ 8-~ 5~~00 71 ~d_S 0 ~'a ,0ti'lS SS#'~~~ ~ 9-~ 01'58+81 ~"1S l0 ~1~ ,68~~i_'~ = 7-~ 0L~6?-~, ~ ~ OlZ - ~0~0~8'1 sd} ti9~9 s~~ ti~~6 gZ~~ ~19~L ' ~~~lZ O~~OZZ ~ I _ ~ 10 ~g~~ „8 L d0~ S
~ ~ ~ 'd1S A0 l~ OZ#I„ ~0+91 ~b'1S ,~=~8. 71 ~8 60Z - ~d1d ~0 - _ Zl#10 ~-~09+8G ~`d1S ~0 '!I S~SI ~#10 - s~~ 98'0 ~~0 9Z~0 ~18~~ ~ OG~~Z O~~lBZ ,lZ~ ~1
G6~Z~7 = c~~b ;,S1 1(10 '~^,A~, ~I 0b~877 = d0~ „5l li"~ = i - - s ~ ~ ~~o o ~ d0~ d ~ SZ~~ ~~'~0 ~00~9 00~1?Z OS~00 Z ,0~~ „5l dOd' 0
x 877 = d0~ <<8~ ~A "~A ~ ,7~~~7 = - _ ~v _ ~ ~NI 0 _ 6~~0 ~L9~8 ~ 0~~,=0Z OS~8ZZ OLZ~ Z ti0Z dOd „81 100 ~Ni «51 d0~' d
b8~9b7 = 0'0~8~~~ . ~ ~ _ „ _ - s}~ gL~~ ~~0 990 ~09~0 ~ 1 ti0Z - dON „81 NI ~~NI ~ 0 _OZ 0~ 90Z ,9ti~ „0 ~ dOd' 0
9L : 0 81 BC~.zZ = ~ C '.zZ = .0.0.~,L _ - s~~ ~ti~L ~~b Zg~Z ~ll~l OE=~ 0 80 OlZ - 0 0 ~ 1 _ s ~ o ~Z 0 90Z ,6~ „8L dOd' N
~ ~ ~ ~ ,8l ti8#i:'~' _ _ L 82'.,87 - i~ 9-~ 18~~8+OL 'b'1S ~0 1 ~ _ 61#I„ L - 1 8c ,L 'b'1S ~0 I~ .z? ~P 7~~ ~8~60Z = ~~~ld -~,0 1 ~8~8 Z~~~' ~9S 0 O1 -~OZ 08~SOZ OZI~ ~ << Z d0~ W
~ ~ ~ , Z-~ L~ ~0+8~ ~d1S ~0 ~1~ - s}~ 80~Z1 ~~o OL~~ ~ ~ ~ ,S~OI 0#10 ~ LL 0 0~ , ~Z OO~~OZ 9Z~ tiZ d0~ l
r%'° OS~ZtiZ = d0~?~' „'71 1(10 'LN SL~7?' - - d0~ ,Sl l~". A ~7~L8Z = d0?~ ~LN - ?f'I~? ' ~ ~ _ ~ ~ ~ - ~ ~ - ~ 0 S ti ~ Z - d0~?~ ~ , ~ x'10 - s~~ g~~p ~~0 800 ~ ~89~8 0~~-',Z OS~bZZ ,tl~~ „O1 d0d' 1i
09 Z~„ d,~~ „Sl NI L~ti~~~ S8~?:.? - d0~ A ' ~ _ 0 9.~ l Z = ~8~9ti7 - '0'0~8'~' - ~I ~~~0 ~~NI 00~~'C? = d0~ „~1 1`10 ~~NI - s~~ ~L~l ~~o ~8~0 ~9t~L 00 -OZ 00~b1Z 0~1~ L ,~5 dOd cod „0~ ~~NI ~/1N1 - s~~ 8Z~0 ~~o ~0~0 ~80~0 00-JZ 06~50Z ti01~
i ~S'877 - _ ~~~~q~ m,-.,a _ ~ - 89 7Z.. 1 - 9~~. 0'0' ~ - b0 87Z - _ ~ _ „5 ~ dOd' I ~7? - 0 0 81 18~90Z = ~0~0~8~1 - s~~ 0~~0 O1~0 ~ ~ ~
;F 9-~ 18 ~S+O1 ylS ~0 8L SS#I;;, ' 7--~ + y ~ 6L ^ _ _ ~ Zti X77 = r~~13 tiS 68 7l ~~S 70 'l~ ,96 SS " 8-~ 1~ _8T„~ 'd - - S 0 0~ ..,Z OZ ~OZ ,~L~ „8L d0~' H _ ~~~13 10 Z9~90Z = ~~~~d ~0 sd~ ~b~'9 s~~ Lti~tl ~~a 1Z~0 ~5L~1 ~ ~ - ~C . ~~~Z OL ti0Z ,O~b~ „9~ d0~ 0
1S ~0 _ 8~ Z z, ~9+ti1 'b'1S ~0 l~'~ ,~~5~~. Ol. ~ld'~ ,0~~-~~. OL#10 Z-~ z~~_+OZ ~biS ,0 ~i~ S~SI Z#10
OI~Z~Z = d0~~ ,~Sl 100 '~NI SG~Z77 = d0~ „Sl ~'~V ~c~~~ _ ~ _ ~z7 d0~ ,~S1 ~A 06'S07 - d0~ 1~C , - s~~ 81~L ~~p tiZ~O ~ZZ~Z ~ Ob-JZ 00~90Z ,LZ~ „S1 d0~ d
~7 Zb7 = d~~b „Sl M A~~~ S'.??Z = d0~ <<~~ A ~u~GBZ = d0~' c, A ~d' l'10 ~~NI OL~ZOZ = d0d' - s~~ 9b~Z ~~0 6b~0 j` ~OO~Z 09-~`Z 08~SOZ 0~~ „81 1(10 ~NI _ s~~ ~ ~p ~ a i ~ <<S L dOd' ~
08'JZ = d0~ „81 ~ „8~ NI ~~NI L Z ~0 0 ALL 0 ~0 _~Z OS~-bOZ ,9Z~ „8L d0~' 0 ~60? _ ~ ~0~8~1 ~q.~~~ _ .,~.~.~.i - s1~ Z6~Z ~~0 850 ~09~0 ~ 08-'7 OH~~(1Z 7c7~ Qi ~
n c L5 6 Z = 133 88 ~S+8L 'Vis i~ ,u ?z l ti- +d1S ~S 1 S, 7z x ~AZ~d SP 6L:0 30 61'O ~ZI Z OS =~Z OS*00Z ZS~ 0~ dOd 9
8 ~z- BLS ~S 1b ,S " Z 8~ 88+LLb1S _ SSI 6, S SI 6#10 - sd~ BZ ~ s;~ I l- 0 06 o r Z 96 -o+OZ d1S LJ 9'9L AO 0 ~ZL 0 Z OL ZOZ 99~ d0d d
0LA OHO V*(] ZdO7S i' NI NI A NI H10NZ~ ]ZIS ZdJ l Zdld
i~naIH~s 10VNTV ~G W ~ois
ii7naiiHns 1l-1N1 8~'nD