20052070 Ver 1_401 Application_20051116

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Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] Fax: [phone]
Lit www.SandEC.com
November 15, 2005
S&EC Project # 8713.W1
To: US Army Corps of Engineers NC Division Of Water Quality
Raleigh Regulatory Field Office 401 Oversight and Express Permits Unit
Attn: Monte Mathews Attn: Cyndi Karoly
6508 Falls of the Neuse Rd 2321 Crabtree Boulevard, Suite 250
Suite 120 Raleigh, NC 27604-2260
Raleigh, N.C. 27615
From: Aaron Cooper 0 D
Soil & Environmental Consultants, P.A. NOV ? ? 2005
11010 Raven Ridge Road
Raleigh, NC 27614 f
DENR - WATER QUALITY
Re: Weavers Pond Subdivision WE71!MDSANDSTORMWATERBRANCH
Zebulon, Wake County, NC
On behalf of the owners, MacGregor Development Company (Attn: Michael Whitehead), please
find attached a complete application and supplemental information requesting written
concurrence from the U.S. Army Corps of Engineers (USACE) and the North Carolina Division of
Water Quality (NC-DWQ) that the activities proposed below may precede utilizing Nationwide
Permit 39. Please contact me at [phone] if you have any questions or require additional
information.
PROAFCT RUMMARY
Project Name Weavers Pond Subdivision
Pro'eet Type Residential Subdivision
Owner/ Applicant MacGregor Development Company
Count Wake
Nearest Town . Zebulon
Waterbod Name UT to Beaverdam Creek
Basin / Sub-basin ' 03-04-02
Index Number 27-27
Class C; NSW
IMPACT SUMMARY
Stream Impact (acres): 0.015
Wetland Impact (acres): 0.494
Open Water Impact (acres): 0.030
Total Impact to Waters of the U.S. (acres) 0.539
Total.Stream Impact (Linear feet): 237
Attachments:
Pre-construction Notification (PCN) Application Form
Agent Authorization
USGS Vicinity Map
Wake County Soil Survey Vicinity Map
Detailed Impact Map
DWQ Buffer Letter
$475 Water Certification Fee
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
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: Weavers Pond Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1796880087
4. Location
County: Wake Nearest Town: Zebulon
Subdivision name (include phase/lot number): Weavers Pond Subdivision
Directions to site (include road numbers/names, landmarks, etc.): The site is located on
both sides of Pippin Road (S.R. 2337approximately 1500 feet east of its intersection with
Highway 96.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.8565 ON 78.3334 °W
6. Property size (acres): 261.93 acres
7. Name of nearest receiving body of water: Beaverdam Creek (C:NSW)
8. River Basin: Neuse (03-04-02
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htip://h2o.enr.state.nc.us/admin/mVs/.)
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 comprised of mostly agficultural field
with a few barns and ponds. The rest of the site is wooded. The general land use surrounding
the property is primarily agricultural and residential
Page 2 of 10
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project consists of the construction of a residential subdivision with typical utilities (i.e.
sewer, water). Typical construction and ading_gquipment will be utilized for this project
11. Explain the purpose of the proposed work: The purpose of the proposed project is to
develop a residential subdivision.
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 preliminary wetland delineation followed by a
detailed wetland delineation and Neuse Buffer evaluation in April of 2004 Ms Jennifer
Burdette, formerly of the USACE. verified our delineation on November 30, 2004 A sign-off
man will be submitted at a later date. Mr. Michael Horan of the NC-DWQ conducted a site visit
to determine features subject to the Neuse Buffer Rules MRRO404-0211• letter is attached
No previous permits have been issued for the project
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permit requests are anticipated for this project at this time
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Permanent impacts associated
with road construction and widening include 142 linear feet of stream channel 0 16 acres of
Zone 1 Neuse Buffer, 0.14 acres of Zone 2 Neuse Buffer, 0 0.098 acres of wetlands
Page 3 of 10
Temporary impacts due to sanitary sewer line installation and additional access needed for
the construction of the roads include 95 linear feet of stream channel 0.33 acres of Zone 1
Neuse Buffer. 0.19 acres of Zone 2 Neuse Buffer, 030 acres of open water impacts and
0.396 acres of wetlands.
2. Individually list wetland impacts. Types of 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-
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact

(indicate on map)
herbaceous, bog, etc.)
Floodplain Stream (acres)
es/no linear feet
Road C
Wetland Impact Rip/Rap & Fill Headwater Forested No 80' 0.098
Map #1
Utility Impact
Map #1 Tempo 'Utility Headwater Forested No 0 0.396
Total Wetland Impact (acres) 0.494
3. List the total acreage (estimated) of all existing wetlands on the property: >0.5 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multi 1 lenp-th X width, then divide b 43 560
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
indicate on ma Before Impact linear feet acres
Road D-Crossing UT to Beaverdam Permanent
+/
3

#3
Crk Culvert and Rip- Intermittent - 142 0.009
Rap
Utility Impact
Map #1 UT to Beverdam
Crk Temporary Perennial +/- 3' 31 0.002
Utility Impact
Map #1 UT to Beverdam
Crk Temporary Perennial +/- 3' 34 0.002
Utility Impact
Map #2 UT to Beverdam
Crk Temporary Perennial +/- 3' 30 0.002
Total Stream Impact (by length and acreage) 237 0.015
Page 4 of 10
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, floodin , drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
Crossing #1 N/A Road-temporary Pond 0.010
Crossing #1 N/A Utility-temporary Pond 0.020
Total Open Water Impact (acres) 0.030
6. List the cumulative impact to all Waters of the U_S_ resulting from the nmiect-
Stream Im act (acres : 0.015
Wetland Impact acres : 0.494
Open Water Impact (acres): 0.030
Total Impact to Waters of the U.S. (acres) 0.539
Total Stream Irn act (linear feet): 237
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
8. 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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Page 5 of 10
The client requested a preliminary and detailed wetland delineation and Neuse Buffer
evaluation for the project prior to site plan development The widening of Pippin Road
(Crossings 1 and 2) is necessary to accommodate the increased traffic in the area however the
applicant has utilized the existing Right-Of-Way to widen the road so no new stream impacts are
proposed. Crossing 3 proposes to impact a ditched intermittent stream within an agricultural
field (see attached USACE & DWQ stream forms and photos) This crossing is needed for
internal connectivity, to insure safety due to the number of lots served and to accommodate
future development to the northern portion of the property. In addition this is the on1X
permanent stream impact proposed all high quality perennial streams were avoided Permanent
impacts to wetlands near the southern property line ()Yetland Impact Map #1) are necessarto
access this portion of the property. An offsite sewer alignment was obtained to minimize
impacts to Neuse buffers and jurisdictional wetlands due to site constraints onsite caused by the
presence of the large buffered pond in the southern portion of the property and stream along the
eastern property line In addition, it was important to the applicant to design this development
with all plotted lots outside of the riparian buffers to minimize the possible riparian buffer
impacts in the future.
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 January 15, 2002, 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 NCEEP 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)
Page 6 of 10
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.
We do not believe mitigation should be required for the proposed project due to the
efforts of the client to avoid jurisdictional areas to the maximum extent practicable If
mitigation is required payment to the NC-EEP is proposed
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/=/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. 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 ?
3. 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.
Page 7 of 10
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Neuse)? Yes ® No ?
2. If "yes", 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* Crossing 1 Multiplier Required
(square feet Mitigation
1 273 perm
1,984 temp** 3 (2 for Catawba) N/A
2 1,334 perm 1
5 N/A
641 temp .
Total 1,607 perm 1
5 N/A
2,625 temp .
Gone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
** Temporary Zone 1 impacts will not be impervious, these areas will be re-vegetated.
Zone* Crossing 2 Multiplier Required
(square feet Mitigation
1 1,52 temp** 3 (2 for Catawba) N/A
2 835 perm 1
5 N/A
518 temp .
Total 837 perm 1.5 N/A
2,036 temp
{ Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
** Temporary Zone 1 impacts will not be impervious, these areas will be re-vegetated.
Zone* Crossing 3 Multiplier Required
(square feet . Mitigation
1 6,731 perm
715 temp** 3 2 for Catawba)
( ) N/A
2 3,973 perm 1
5 N/A
452 temp .
Total 10,704 perm 1
5 N/A
1,167 temp .
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
** Temporary Zone 1 impacts will not be impervious, these areas will be re-vegetated.
Page 8 of 10
Zone* 6 Utility Lines
(square feet Multiplier Required
Mitigation
1 10,409 3 (2 for Catawba) N/A
2 6,682 1.5 N/A
Total 17,091 1.5 N/A
T cone i extends out 3u teet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. We do not believe buffer miti ag tion
should be required however if required, the applicant would propose payment into the NC
EEP fund.
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Proposed impervious surface area is 28.6%.
Please see impervious calculations on the overall impact map attached Additionally the
applicant is aware that diffuse flow is required however the finalized grading and subsurface
drainage design plans are not complete The applicant would like to request an Authorization
with a condition that requires the diffuse flow plans and measures to be submitted at a later date
XH. 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.
A sanitary sewer system will be utilized for the proposed subdivision
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. Cumulative Impacts (required by DWQ)
Page 9 of 10
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No ?
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: We
have reviewed the "DRAFT Internal Policy Cumulative impacts and the 401 Water Quality
Certification and Isolated Wetland Programs" document prepared by the NC Division of Water
Quality on October 3. 2002, version 1.6. The draft states that most residential subdivisions are
unlikely to cause cumulative impacts Weavers Pond Subdivision does not meet any of the three
criteria of private projects that can clearly result in cumulative impacts We anticipate that you
will advise us if a qualitative or quantitative impact analysis is required
XV. 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).
N/A
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 10
rvuuiaoi F. caaiey, l7UVC111V1
QF W AT?9 William G. Ross Jr., Secretary
`G? QG North Carolina Department of Environment and Natural Resources
6 Alan W. Klimek, P.E. Director
5 Colleen H. Sullins, Deputy Director
O Division of Water Quality
December 20, 2004
Todd Preuninger
S&EC
11010 Raven Ridge Road
Raleigh, NC 27614
BASIN:
Neuse River X
Tar-Pamlico
(15A NCAC 2B .0233)
(15A NCAC 2B .0259)
Complaint NOV Buffer Determination X
Incident # Appeal Call
Project Name: • CE Group Conservation S/D
Location/Directions: East of the intersection of SR 2333 & Hwy 96 just north of Wakefield in Wake County
Subject Stream: UT of Beaverdam Creek & Beaverdam Creek
Date of Determination: 6/23/04
Feature Start Buffer
GPS Points (if
provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
Topographic
A Not Subject X
B Not Subject x r!411I 1:1
C Off Site X
D Not Subject X
E Subject x X
F Not Subject X
G Not Subject X
H Not Subject x Y
I Subject x
J Not Subject X
K Not Subject X
L Not Subject X
M Not Subject X
N Not Subject x X
O Not Subject x X
- :: All ?wrl'I.i l 0
Raleigh Regional Office 1628 Mail Service Center 1E F phone [phone] Customer Service
Water Quality Section Raleigh, NC 27699-1628 facsimile [phone] 1-877-623-6748 ;
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Job #: Figure 1- USGS Map
Conservation Subdivision Soil & Environmental Consultants, PA
Project Mgr. 11010 Raven Ridge Rd.- Raleigh, NC 27614
Todd Preuninger Group [phone] - [phone]
Wake Co., NC Web Page: www.SandEC.com
Scale:
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Date: Zebulon Quadrangle
04/27/04 Dated 1999
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ii
SoilSurvey Map
1 EC i
Conservation Subdivision
i Project Mgr.: I 1 01 0 Raven Ridge Rd.- Raleigh, NC 27614 1
i Wake • • '_• 1

11/90/2004 OS:SS VAX
Environmen
Date: /l p
The t of the Army
U.S. Army Corps of &WmeM WTI nhWon District
P.O. Box 1894
wilarUWbDn, NC 28M
Attn: Mcn k m P'i s _
field Office:
Re: Wetlands Rebut C.omul ft and Permitting
® 002
Consultants,
%ona [phone] • Par: (919)
To Whom It Kay Cpncer*:
L the curren 9 owr? hemby designate and authorize Soil & Environmental Consultants,, PA to
actin my beh as my agent in the procetsing of permit applications; to furnish upon request
s ieronental into n in support of appiications, etc. from this day forward. The __TO day of
Thin notibcahm supersedes any previous comespondenm concending the agent for this project.
NOnCE: • This authorization, for liabDity am d professional eomnw7 reasons, ' valid only for
goveramext offiriala to enter the pmpetty when accompmaed by $& C s off. u should c&U S&EC
to arrafte at alto meeting prior to. vWting the alk.
Print Property) Name Property Signature
CC; Mr, John Dorney CC. Mr. Aaron Cooper
NCDENR DWQ Suit do Enviirwittentat Consultants, PA
2321 Crabwee Boulevard
Ralei&, NC 27604
2 snEft c
Cotov4 NC 2=5 3St7E oc% Mele Drive
one: [phone] 3?j U
Ph
FAW [phone]
Z0 30ad AM dO93d9OdW 6866-99b-6% Tz:zz b00Z/6Z/TT
Soil & Environmental Consultants, PA S&EC Project #8713.W1
11010 Raven Ridge Road, Raleigh, North Carolina, 27614 Weavers Pond Subdivision
Phone: [phone] Fax: [phone]
October 19, 2005
Aerial Photograph
Site locations of stream evaluations 1, 2 and 3
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Project: S ¢?.(L ' ;_? {-2) Latitude:
Date: 6U
b_(
Evaluator: Site: Longitude:
Total Points:` ?. L A Other
Stream is at least intermittent '? j County.
if 2-19 or rennial if z 30 , e.g. Quad Name:
A. Geomorphology Subtotal -7___ Absent Weak Moderate Strong
18. Continuous bed and bank 0 1 2 3
2. Sinuosity 1 2 3
3. In-channel structure: riffle-pool sequence 1 2 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Active/relic floodplain 0 1 2 3
6. Depositional bars or benches co 1 2 3
7. Braided channel 0 2 3
8. Recent alluvial deposits (2), 1 2 3
9 a Natural levees 0 1 2 3
10. Headcuts 0 1 2 3
11. Grade controls 0 .5 1 1.5
12. Natural valley or drainageway 0 <ED 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
Not_ii?
Yes = 3
Man-made ditches are not rated; see discussions in manual
B_ Hvdroloav (Suhtatal = S1
14. Groundwater flow/discharge 0 1 <::23 3
15. Water in channel and > 48 hrs since rain, or
Water in channel - d or growing season 0 1 2
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants or debris 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) CO-) 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes 1.5
C. Bioloav (Subtotal = 3 Z I
20b. Fibrous roots in channel 3 2 1 0
21b. Rooted plants in channel 3 2 1 0
22. Crayfish 0 0.5 1 1.5
23. Bivalves 0 1 2 3
24. Fish 0.5 1 1.5
25. Amphibians 0 .57 1 1.5
26. Macrobenthos (note diversity and abundance) <1_D 0.5 1 1.5
27. Filamentous algae; periphyton 0 2 3
28. Iron oxidizing bacteriatfungus. 0.5 1 1.5
29 b. Wetland plants in streambed FAC = 0.5; FACW = .75; BL = 1.5 SAV = 2.0; Other = 0
Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)

USACE AID# DWQ # Site #__k_ (indicate on attached map)
__-.___-..__.._.-•--------.----..-.----.-.-.----.._..-.-------.--.--..__._.-
,?, ; STREAM QUALITY ASSESSMENT WORKSHEET.
Provide the following information for the stream reach under assessment: kk
1. Applicant's name: (*k C 6y'-es2c v ? ?(lcstt valuator's name: It t f? s(? .
3. Date of evaluation: 4. Time of evaluation: ! 0 Pf`f1
5. Name of stream: U 77 4`- bG0vyc.v c rv?. C44,.,..6. River basin: I?
7. Approximate drainage area: 8. Stream order:'
9. Length of reach evaluated: 100 ° 10. County: IN-3aV--A.-
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any): fir u??a etnVCV`, V,
Latitude (ex 34.872312): Longitude (ex. -77.556611):
Method location determined (circle): GPS o Spo heet o(Aerial hot% Other GIS Other
13. Location of reach under evaluation (note nearby roads an andmarks and attach map identifying stream(s) location):
l a P1 $ Y 1 C_ 4V M 14?4
C n, cD CAN
J
14. Proposed channel work (if any): A 1A
15. Recent weather conditions: _S C`A +( + ' V1-
16. Site conditions at time of visit: C?? ?YY1N1? ti
17. Identify any special waterway classifications known: Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters ?Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
18. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
19. Does channel appear on USGS quad map? YES NO 20. Does channel appear on USDA Soil Survey? NO
21. Estimated watershed land use: % Residential _% Commercial _% Industrial 1 iJ O % Agricultural
_% Forested _% Cleared / Logged _% Other ( )
22. Bankf ill width: ?-I ` 5 r 23. Bank height (from bed to top of bank): () ` S
24. Channel slope down center of stream: ?lat (0 to 2%) -Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
25. Channel sinuosity: VS traight -Occasional bends -Frequent meander -Very sinuous Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): Z-Z
Evaluator's Signature 4
521 - w t? _ Date to ?1 Ct 1G?
This channel evaluation form is intended to be used only as a guide to assist landowners and environme al professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919-876-8441 x 26.
Sil-zl
STREAM QUALITY ASSESSMENT WORKSHEET
y..;?r ? _
J --- " -GIONY T
, RANGk.r `
E CS

Gl` 1
.
Coa 'i Mont;:

_ ,
1l.orinfa?n O
.>_.
:Pr`esencc of flow % persisten,f pools in strcam

no flow or saturation = 0; strong flow=tna_r oitits 0-5 0 4 0 5
Evidence of past human alteration
1
0
0
5
0 -
3

4
V
exfeilsive alteration - 0' no alteration ;max
rots

-
-

,
s Ripa
' rian4nc c
`r
4
•-•
•

i
no buffer 0, contl uous, wide buffer = max In , V
4 , Evidence of nutrient or chemical discharges' 0-4
0-5
0 4
*- : eft 'xe r es = U `adischar e = ,

r ?Presen'ce?pfa?j e oodp?tt ? ?? q", ? X17 ? ?`:
ia?n 'extemive land lain ax i x '
ofren?c ?men, in
'di
1'r n e. tad etlan?
'
?? ?? 0 4g
0 0
Q

na Llarids
""Qr
e ad`
` ivetlan ' rots
d5

=''
72,
x
on 1 ?tf Slt? ?` ,??
channelizaftdrt=Dr, ra tneanderrrtax:'
s: dimen nput
.
: ?
W
_
' , •, escteusive de ositlan=. 0, little or. no sediment max rots '4 ..
0 ;0
!
{ : 1k Size diverady pfCbannel bed substrate
. .
< ., i one .homogenous .z Q, lame verse sizes,- max ants ..'.. _ ` .
>t?kJ ri 7 i f-
#F ]L ?y)E, vidcdce of.chaunel fnci ion or "Jiienwg
g
le' ? t 3 N..

4
4 AS 4 z
, ~.

z0
de
II stab
d ?b<anks max iniS .. '.:
?•- <r. Presence ofmajorbani, failures - 0
xmq S f i0A .0' fib erOStO . - E ban k5 = "max ll1tS ..,'
?p

;R f ehtb id! on banks k r :; t

p`V r0 ,4 '
?
6",
0+ 5
e roots` D dense uhout" ft?x ' mis ':?• r °,.
rgnc ilt ize, hV r tim"bir production L a <
'
:p
stantialjm .act ;. dcnce =max fnts) 0 ;',5 , 0 d 5
0
escrice- le poul'to nplexes <l?'
"
r
"
rr
deyela
tpa bits
S
exity,r
ab
a
e
b
' i'
lta -
r
b
d hii
ifa
ts?ntaX bents ?. ?? .?<-.

IC xi . '
ttG? tes C4) '_.

C t !ati z 3 i { a

resenCef fwsh :: ?:

' 0:?`•.t4 7 0-4
0 .
_ ??
once .0,cammon numerous pes maxi ofnts), ., ?S
,
ri »1CYidCCfCC"i) ,401fe ll5C € ? r rya & ,*' 3 . r r °`` ? -
iden?c
?abund (t'rice ;max mts
s

fit Z?

* These characteristics are not assessed in coastal streams.
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
1?
?.<k l`
Date: 1C-1) A 9 A-) ? Project: { Latitude:
Evaluator: Site: ti?f?NS ( r - - , , Longitude:
Total Points: fro
Stream is at least intermittent 2 County: Other
if z 19 or perennial if Z 30 C ?^ b e:g. Quad Name:
A. Geomorphology Subtotal = Absent Weak Moderate. Strong
1a. Continuous bed and bank 0 1 C? 3
2. Sinuosity 0 1 3
3. In-channel structure: riffle-pool sequence 0 :) 2 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Active/relic floodplain 0 1 2 3
6. Depositional bars or benches 0 2 3
7. Braided channel 0.. 1 2 3
8. Recent alluvial deposits 0 1 2 3
9 8 Natural levees 1 2 3
10. Headcuts (30D 1 2 3
11. Grade controls 0.5 1 1.5
12. Natural valley or drainageway 0 0.5 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No 0
Yes = 3
- Man-made ditches are not rated; see discussions in manual
B_ Hvdrnlnnv (Suhtntal = L I 1
14. Groundwater flow/discharge 0 1 2 3 "
15. Water in channel and > 48 hrs since rain, or
Water in channel - d or growing season 0 1 2
16. Leaflitter 1.5 ?1 0.5 0
17. Sediment on plants or debris 0 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes 1.5
C. Bioloav (Subtotal = I S 1
20b. Fibrous roots in channel 3 2 1 0
21b. Rooted plants in channel 2 1 0
22. Crayfish KV) 0.5 1 1.5
23. Bivalves 0 1 2 3
24. Fish 0 0.5 1 1.5
25. Amphibians (70D 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0 005 1 1.5
27. Filamentous algae; periphyton 0 1 2 3
28. Iron oxidizing bacteria/fungus. 0 0.5 1 1.5
29 b. Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5 SAV = 2.0; Other= 0
items zu and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)
1 (?3 (S i fz- 3
North Carolina Division of Water Quality - Stream Identification Form; Verson 3.1
Date: 1 G? lb '( Project: Latitude:
Evaluator: i_ Site: Longitude:
Total Points:' T Other
Stream is at least intermittent county:
if >_ 19 or perennial if 2 30 e.g. Quad Name:
A. Geomorphology (Subtotal = l Absent Weak Moderate Strong
1a. Continuous bed and bank 0 1 C273 3
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 0 1 (L) 3
5. Active/relic floodplain (D 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel (ID 1 2 3
8. Recent alluvial deposits 0 1 2 3
9 a Natural levees 0 1 2 3
10. Headcuts 1 2 3
11. Grade controls 0.5 1 1.5
12. Natural valley or drainageway 0 0.5 ) 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No = 0
Yes
Man-made ditches are not rated; see discussions in manual
B- Hvdrolaav (Subtotal = I . ?5 )
14. Groundwater flow/discharge 0 1 2
15. Water in channel and > 48 hrs since rain, or
Water in channel - d or growing season 0 1 2 3
16. Leaflitter 1.5 (JD 0.5 0
17. Sediment on plants or debris 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1 1.5
7
19. Hydric soils (redoximorphic features) present? No = 0 Yes=
15
C. Bioloav (Subtotal = 1
20b. Fibrous roots in channel 3 2 1 0
21b. Rooted plants in channel 3 1 0
22. Crayfish 9 0.5 1 1.5
23. Bivalves (?DD 1 2 3
24. Fish 0.5 1 1.5
25. Amphibians 0 0. 1 1.5
26.. Macrobenthos (note diversity and abundance) 0 .5 1 1.5
27. Filamentous algae; periphyton 1 2 3
28. Iron oxidizing bacteria/fungus. 0 0.5 1
29 b. Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5 SAV = 2.0; Other = 0
items zu and zi focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)
S-t Fc_3
USACE AID# DWQ # Site #__:1 (indicate on attached map)
M STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment:
1. Applicant's narnefArv, C??J.v V . 2. Evaluator's name:-
3. Date of evaluation: I C VI C l 1 (? ? 4. Time of evaluation: _3! 2: tQ P&)
5. Name of stream: -(-)7- ? bemvcy Ckt_m Ck k 6. River basin: RAC? ESL. `,
7. Approximate drainage area: 8. Stream order:-. r'
9. Length of reach evaluated: Jed 10. County:
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any):
Latitude (ex 34.872312):
Longitude (ex. -77.556611):
Method location determined (circle): GPS Topo Sheet Ortho (Aerial) Photo/GIS Other GIS Other
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
14. Proposed channel work (if any):
15. Recent weather conditions: Vl o yn, y\ }?kW .S t?rl,ltt , i QR 14 85'
16. Site conditions at time of visit: 17. Identify any special waterway classifications known: Section 10 -Tidal Waters -Essential Fisheries Habitat
Trout Waters -Outstanding Resource Waters ? Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
18. Is there a pond or lake located upstream of the evaluation point? YES @) If yes, estimate the water surface area:
19. Does channel appear on USGS quad map? 'ES NO 20. oes channel appear on USDA Soil Survey? YES NO
21. Estimated watershed land use: _% Residential _% Commercial _% Industrial S-U % Agricultural
.,5- Forested _% Cleared / Logged _% Other
22. Bankfull width: 3- Lj 23. Bank height (from bed to top of bank): ?a r/
24. Channel slope down center of stream: -Flat (0 to 2%) -Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
25. Channel sinuosity: Straight -Occasional bends -Frequent meander -Very sinuous -Braided channel
instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): (o (Q Comments:
Evaluator's Signaturq3aa_,? 2&, ns ? Date
zm,
This channel evaluation form is intended to be used only as
a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919-876-8441 x 26.
SIz 3
STREAM QUALITY ASSESSMENT WORKSHEET

GORE
-i
Presence of flow / persistentpools in tram ;.
0 .'
5
5
?' ..,noflow or saturation= 0;"strong low =,ma?' rots , > 0
??''? Evidence of past human alteration
-
'
6 0»-
0
s
? 0-5 5
{extensive alteration 0 no alteration max ants
??
a Riparian zone } >
3 r?« n06° D,4
0=5 '
L

t x- evidence of nufrient or cher<ixcat t?ascharges
`
. FeXtensivetsCl'esi? no discbafe amabc' 5
E t } r nndwater dISCh Vp to anK t

C.. 3?
t}
3
"€ 0
g`
' rv
0 4

r
s
char
' owts n
e' n as;-seeps wet? x to
friar
> ,.: a of xd?acent ?laodplatn C?'r ,_ 4 s = s
? t) t
.
od
fl
te
siv
ilo
a
#
z r
. ., n r..
o
o
n
e
t
x
at _tn
x rots ...

:s u

}x a: ; f channel sinuosity ?* ' ,
..
4
0- 5 0 '
'
0
,
-
e tensive Chanriel1 xaf1
0 0; natural ITleaiider = max ints? A r
? , .
-Sediment input
.
0 5 d -4
extensive de sltio#t4ib;;little or.nose(Jrmetn(;max rots)
? Y
S?ze:j& dive'tS?ty of channel bed$alrate`
x
tine,"?omo?net?4ust?are,iliverse 5izes.,.Xnax" points), Z
Evidence of zhannel inc?sioa fir }idenmg
.»,. s tt-5 0 4
dee' 1 ' inC7s
d
le:b
& ban
llta1
ma
i
t
z 0 -5
e
?
ec
x po
s}
s -
n
t
Ta y'z- Presence of major bank failures . q $ 0 0 i
S
severe erosion k 0 no erosion,"stable bani s"= max pmts)
f _- Rtwf'$epth Rnd':densit} pn banks
a r r
3 0 c4
0
C
?
?ri'ible rod roots; out rnaa' ints)
x ,
-r 3
xR
' _
m
.
P.
ct b z :vest , 'peoductio r ? OY
SllhS - a
ecn points
.
Presence ripple 010 ompleseS
q t..iY
.
'? 0 c
?
it)
.
,
, le$
Q tLC?
max `wants :-
't_complexiiy'M
ttftejZr ttQ}iabltt uen yai?et
r r '
b?tats Amax ants}. <
;
. ,
.
caw ..
1
ax

41I
t?
nc
s
e
: t
tiMer4u S Y max point .
e= F' Yf once 301 fi I:?,{ Ii A' 7
`
viden
t
1 '?
$
'
oUmeT? .,nnax an
s' j
1 : YP :y tS
,N
64
u cebfwitdlifeUSeisS a,?tt}5jy
'
e
'
`
0 5
`
no end
, t evid
nce, .tax
pints) :' 3 . {.

ttsslble,

* These characteristics are not assessed in coastal streams.
A ___, .- - L ,, ?-, __,. ?,. nv-n,n0.s,t f V?-,n,A "-D"' - S, .?c 1
S}va?m ??c?u? i?w- S? k- 3
n
"0
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U
i _i
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m ; ! . I FUTURE'tlEVELOPM&#'
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PHASE1
ROADWAYS 71,353 S.F.
SIDEWALKS 20,024 S.F.
100' LOTS 44 LOTS 3,542 S.F./LOT 155,848 S.F.
G Grou} Revi51on5:
? inc. 8126105
LAND USE EVALUATION 9/23105
10126105
CIVIL ENGINEERING GOO, 0 GOO, 1200' 11/10/05
CONSTRUCTION MANAGEMENT
1051 Pemberton Hill Road, 5uite 201 Apex, NC 27502
Voice [phone]- Fax [phone] SCALE: I "=G00' (1onz.)
? 3 I f i t
PHASE 2
ROADWAYS 253,647 S.F.
SIDEWALKS 64,985 S.F
55' LOTS 94 LOTS 3,042 S.FJLOT 285,948 S.F.
65' LOTS 49 LOTS 3,042 S,FAOT 149,058 S.F.
75' LOTS 33 LOTS 3,542 S.FJLOT 116,886 S.F.
FUTURE
AMENITY AREA 87,120 S.F.
ROADWAYS 532,694 S.F.
SIDEWALKS 140,016 S.F
55 LOTS 168 LOTS 3,042 S.FJLOT 511,056 S.F.
65, LOTS 169 LOTS 3,042 S.FJLOT 483,678 S.F.
75' LOTS 109 LOTS 3,642 S.FAOT 386,078 S.F.
TOTAL LOTS-656
TOTAL SITE AREA= 261.93 ACRES
TOTAL IMPERVIOUS AREA= 3,258,391 S.F.
TOTAL IMPERVIOUS PERCENTAGE= 28.6%
IMPACTTOTALS
PERM. S.F. 6,142 ZONE 2 BUFFER
ROAD S.F. 7,006 ZONE 1 BUFFER
S.F. 3,889 WETLAND
L.F. 110 STREAM
TEMP. S.F. 1,611 ZONE 2 BUFFER
ACCESS L.F. 4,217 ZONE 1 BUFFER
S.F. 384 WETLAND
RIP-RAP L.F. 32 STREAM
OPEN S.F. 458 ROAD FILL
WATER S.F. 890 UTILITY
TEMP. S.F. 6,682 ZONE 2 BUFFER
UTILITY S.F. 10,409 ZONE 1 BUFFER
S.F. 17,274 WETLAND
L.F. 95 STREAM
WEAVERS POND SUBDIVISION
OVERALL IMPACT MAP
ZEBULON, NC
?0051670
L ' {
/ ,JAI IN'324, I ? \
, 2
INV IN 327.2-9 q ju'.,' %/ ~ ~``y ~\ \
V OuT 3Z 3
INV !N 327. % /fINV 2730 c \ y\
\
It x
EXISTING EDGG } pcF /
OFPArMENT
T , ,f 335 ` EXISTIk OENTiR t \ \ /
?INE OF ROAD
i
Group, In Revl5)on5: WEAVERS POND SUBDIVISION
c.
10126105 EXISTING PIPPIN ROAD
LAND USE EVALUATION
CIVIL ENGINEERING 40' 0 40' 80' CROSSING #1
CONSTRUCTION MANAGEMENT
1051 Fermberton Hill Road, 5uite 201 Apex, NC 27502 ZEB U LON j N C
Voice (919) 3G7-8790- Fax (919) 3G7-8791 SCALE: I "=40' (Horiz.)
0 ZONE2 \
N 1 .1 Z m iEMPORARYACCESS , y l
NENTROAD N IMPAFT150S.F. I 1 /
C S.F.
\ " .QOy?,
oy y \\?l ZONE2
PERMA ENNTROAD QUO
/ -? _l ?lJ r IMPACT f r a . r'
? w 3375.F.
/ TEMPO `ACCESS . _
/ r
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po
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IMPACT 183 S.F: k? % v r / V 2 1 PROPOSED
vv / /
v 'v °_ ? i rl RAP / 1 30" CURB & GUTTitR
ZONE1 I V v r !, t? / ZONE2 PROPOS D
PERMANENTROAD v r'.? r / PERMANENTROAD 'SIDEWALK
IMPACT67S.F IMPACT513S.F, PROPOSED w
t
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PERMANENTROAD I p vv- TFMPORARY UTILITY
\ IMPACT 236 S.F. IM?PACT,380 S.F. ~ w.
ZONE2
ZONE1j N / \ TEMPORARY ACCESS
PERMAI f ENT ROAD r v v v v v v IMPACT 134 S.F.
IMPACT 7",F. f v v v v \
l:
E-1 RIA
400 Y E A R v v v v v v v TEMPO RY UTILITY
FLOODPL{N ZONE 1 ONg? w ` IMPACT 1031 S F.
w \
P? w _01E, ENT ROAD
INV IN 327.2 ! ?/ ` IMPACT 38 \ w
?' ^ vvv
I ` n?? v v v OPEN WATER
QY
V vv TEMPORARY ACCESS
IMPACT458S.F. ZONE
INVlN327
OPEN WATER TEMPORARY `` F( w
ACCESS
TEMPORARY UTILITY j? ?` ~ w?
f J / J IMPACT 890S.F. IMPACT 734 S.F.
Sr w `9/ w
(q N
l >' ZONE I
TEMPORARYACCESS kFFO??= ??
f IMPACT 497 S.F. F
Z04 2 ZONE 1
f " w
/ TEMP;\UTILITY TEMPORARY UTILITY
\ZONE 2 IMPACT 355 S.F. , IMPACT 604 S.F.
PERMANENTROAD
IMPACT 248 S.F. \ ? F
aY \ ZONE 2 ?
TEMPORARY ACCESS `Fa
f J rI F <.: \1M\PACT 1741 f ' ?f PROPOSE 't. S o
1 StORM DRA GE c?
5` ~ \ PRQPOSEDD E
OF PAVEMENT
!? ill i ?t
PROPOkD12" 1
' ( f 'DIP WATER MAIN
?. 335
r ! ?ROPOSED
J !IJ R&DWIDENING

IMPACT TOTALS
PERM. S.F. 273 ZONE 1 BUFFER
ROAD S.F. 1,334 ZONE 2 BUFFER
TEMP. S.F. 1,984 ZONE 1 BUFFER
ACCES S.F. 641 ZONE 2 BUFFER
TEMP. S.F. 1,635 ZONE 1 BUFFER
UTILITY S.F. 735, ZONE 2 BUFFER
TEMP. S.F. 458 ROAD
OPEN
WATER S.F. 890 UTILITY
LoV Group,,, Inc KeVI5ian5: WEAVERS POND SUBDIVISION
.
1 8126105 PIPPIN ROAD WIDENING
LAND USE EVALUATION 9123105
CIVIL ENGINEERING 40' 0 40' 80' 10126105 CROSSING #1
CONSTRUCTION MANAGEMENT ¦/??
1051 Fermberton Hill Road, 5uite 201 Apex NC 27502 ZEBU LON w NC
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p, Inc.
10/26105 EXISTING PIPPIN ROAD
LAND USE EVALUATION
CIVIL ENGINEER-ING 40' 0 40' 80' CROSSING #2
CONSTRUCTION MANAGEMENT
1051 Fermbedon Hill Road, 5uite 201 Apex NC 27502 ZEB U LON, NC
Voce (919) 3G7-8790. Fax [phone] SCALE: 1 "=40' (Horiz,)
i 1 t
o
i}i i \ I f I 3 ? ),
I{ 201E 1 TE 0 RY \
I
UT14ITY IMP 1 CT 1,339 F.
i ; \ ! t ZONE 4 TEMPORARY
UTILIT f IMPACT 401 S.F. i i /
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20NE1 IIPACT210S.F. 00o j' v
I i kt' PERMANENT ROAD vb
1'f IMPACT 2 S.F. v °
ZONE2
PERMANENTROAD ALyF "' N"i
! ?'t IMPACT 190 S.F. INV O ,3; ? E?IOtiW
0 1 ? ?
N 11 II ZONE 2 T,&PORARY '
I UTILITY IMPACT 402S.F.
ZONE 2-
ORARY ACCESS~
PP
IMPACT 120S.F. .•
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s 'I
ACCESS IJ
S.F.
i
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/ ?.; .. ? ='? ? ,.- '' ..-- .,.• OWp,?RµP-tom /\ ' r
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ROA TEMPOIR
IMPACT' 35 S.F. / 0 ? IMPACT1,3
/r ZZOE 2 / N I S
/ 1I -TEMPORARY ACCESS ; N
IMPACT 129 S.F. ? Z I
/ i A r
ZONE2
TEMPORARY UTILITY
IMPACT434S.F. (I j
/ t(
ILITY
N
F.'
it
IENT ROAD
369 S.F.

57
r
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(ZONE 2 \
,
3 83 %RERMANENT,ROAD
ItaPA
CT 141 S.Fe

'ZONE 2
TEMPORARY UTILITY
IMPACT 382 S.F.
ZONE2
TEMPORARYACCESS
IMPACT 59 S.F.
ZONE1
TEMPORARYACCESS
IMPACT 764 S.F.
I?
ININ
?0 3(?l' 32.42

IMPACT TOTALS
TEMP. S.F. 1,518 ZONE 1 BUFFER-
ACCESS S.F. 518 ZONE 2 BUFFER
PERM. S.F. 2 ZONE 1 BUFFER
ROAD S.F. 835 ZONE 2 BUFFER
TEMP. S.F. 2,699 ZONE 1 BUFFER
UTILITY S.F. 1,619,
B FE
ZONE
Ce Group, evt5ion5: WEAVERS POND SUBDIVISION
inc. .
?'?'--? 6126105 PIPPIN ROAD WIDENING
LAND USE EVALUATION 9114105
CIVIL ENGINEERING 40' 0 0 40' 80' 9123105 CROSSING #2
CONSTRUCTION MANAGEMENT 10126105
1051 P Hill -8FoaJ, 79- Fd 201 Apex, NC 27502 ZEBU LON, N
Voice ice [phone]• Fan [phone] SCALE: I "=40' (I-101'12.
\ `4 r ZONE 2 f /
PI5RMAN I6AD ;
\ S .IMPACT f1S,F.
\ \ _ r ?IANENT ROAD
f ?l f 6,731 F.
ZONE2
\ \ TEMPORARY r / I" / ;t f 1
ACCESS' -
1.
\ ~ "-,ZONE 1 IMPACT 236 S.F.
\ TEKY ORARY f
ACCESS- _
IMPACT 715 S.F
0 i 1
\ °0 - / F
1 i °
0 PE?AANENT ROAD
STREAM
f
!
lilt I
o ?- - - I4PACT110L.F.
i
o v v v /
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17V f
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t \ STREAF4 v°v XfII I 111 11 1, 1 L[ Nil
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IMPACT TOTALS
PERM. S.F. 3,973 ZONE 2
ROAD S.F. 6,731 ZONE 1
L.F. 110 STREAM
TEMP. S.F. 715 ZONE 1
ACCESS S.F. 452 ZONE 2
RIP-RAP L.F. 32 STREAM
? r
r r? IMPACT 1,872 S.F. o° I ! J i
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r , r ACCESS ! I /
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1 ? ) 1? 1 ? i t- t ;Revisions: WEAVERS POND SUBDIVISION
G Grou f Inc.
??'--? 8126105 ROAD D
LAND USE EVALUATION 9123105
CIVIL ENGINEERING 40' 0 40' 80' 10126105
CONSTRUCTION MANAGEMENT
1051 Fermberton Hill Road, 5uite 201 Apex, NC 27502
Voice [phone]- Fax [phone] SCALE: I u=40'(honz.)
CROSSING #3
ZEBULON, NC
ZONg 2'
\ PERMAN OAD
)IMPACT" , ' S.F. I I
(?\ \ \ 4S `?, /` // , MANENT'ROAD
PACT 61 S.F. ( 1
\ ZONE2 I/ j J
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ACCESS. 1.. T .r II ? ! J
\ ZONE I IMPACT 236 S.F.
L \ T?
PORARY / I
\ ACCESS, /
(l IMPACT715 S.F- 1 1
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IMPACT 110 L.F.
v v ,?
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C6 Group? Inc.
LAND USE EVALUATION
CIVIL ENGINEERING
CONSTRUCTION MANAGEMENT
1051 Pemberton Hill Road, 5uite 201 Apex, NC 27502
Voice [phone]- Pax [phone]
E J J
50' 0 50' 101
SCALE: I "=50' (Honz.)
Revi5ion5:
8126105
9123105
10126105
0
°a
co
10+00 11+00 12+00
5CALE: 1 "=50' (VERT.)
WEAVERS POND SUBDIVISION
ROAD D
CROSSING #3
ZEBULON, NC
IMPACT TOTALS
PERM. S.F. 3,973 ZONE 2
ROAD S.F. 6,731 ZONE 1
L.F. 110 STREAM
TEMP. S.F. 715 ZONE 1
ACCESS S.F. 452 ZONE 2
RIP-RAP L.F. 32, STREAM
350
348
346
344
342
340
338
336
334
332
330
328
DATUM ELEV
325.00

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C6 Group, inc.
LAND USE EVALUATION
CIVIL ENGINEERING
CON5TRUCTION MANAGEMENT
1051 Pemberton Hill Road, 5wte 201 Apex, NC 27502
voice [phone]- Far [phone]

IMPACT TOTALS
PERM. S.F. 3,889 WETLAND
ROAD
RIP-RAP S.F. 384 WETLAND
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SCALE: I "=40' (Horiz.)
Rew5ion5:
9123105
10126/05
WEAVERS POND SUBDIVISION
ROAD "C"
WETLAND IMPACT MAP #1
ZEBULON, NC
IMPACT T ALS
/ d / / //, , .r , '' _........_ _..._ - :...._ • ? " ? 1 ` TEMP. S. F. 4,141 ZONE 1 BUFFER
UTILITY S.F. 3,069 ZONE 2 BUFFER
'? `', r / ?; / / r' "? ., _. _._ " _I • S.F.17,274 WETLAND
L.F. 65 STREAM
rwu
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P/A?j?; 96 S/ !' F ' / '
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S.r j f/ Q f I I "? F •? F 1 FISTING ? ? ?
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I tf r i ! ? F F IMPS OR600
S Fl ury ` BLAIR EDDINS
t 1 F ?
Coe Group, inc Rev)5ion5: WEAVERS POND SUBDIVISION
.
8126105 SANITARY SEWER MAIN
LAND USE EVALUATION 9123105
CIVIL ENGINEERING 50' 0 50' 100' 11110105 UTILITY IMPACT MAP #1
CONSTRUCTION MANAGEMENT
1051 Pemberton Hill Road, 5uite 201 Apex, NC 27502 ZEBU LON NC
Voice [phone]- Fax [phone] SCALE: 1 "=50' (Honz.)
Q
4 Z
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IMPACT TOTALS
TEMP. S.F. 1,934 ZONE 1 BUFFER
UTILITY S.F. 1,259 ZONE 2 BUFFER
L.F. 30 STREAM
F W
EXISTING ! 1 \ / \ r • t J F\ '?\\ .' ..,,, N ???
` WETLA14DS f f r ! t t 2 ! F ?`, ; ~, 4 - - /r` \ tS / •`?
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F F PQND
p ! t r ` r \ ?.. - - \ \\ ZONE2 \ ( ??? \
t E t ! °pF
PHASE 1 TEMPORARY UTIZITY
i ' E t r „ 'i,? '°•... ?' ~ IMPACT- 602S.F. ? ? ?•? ? l
_
T J ` V? i\. ? 1 rf/
F f
F 4 t t F ?r . i' NE! 1 F `'S.TR M -
TEMPORARY U?ILI
! TY ? ?
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ZONE2
F, 50' NEUSE RIVER BUFFER 100 YEAR
SSMH2 * _ _ _ _ _ FLOODPLAIN ZONe 1
,.r rf `? t! Fw _ _ -? J TEMP RARY UTILITY) \
SSMHaY23 \ IMPACT •1,934S.F. \ y
i r - .ZONE 2- \ \ \
/? F i / _ PROP pSEO SAIVIT \ IMPACT -657 S.F \ \ \ \ t„ 1
qR
NIF Nn \ \ y EW FR ?A/IV \ \ \ \ , ?°
Epp1NS BLAIR EDDINS
SMH#24 i
CP6 GrOU11 Revl51on5: WEAVERS POND SUBDIVISION
1l? Inc. 6126105
1 11230/5 SANITARY SEWER MAIN
LAND USE EVALUATION 11H0105
CIVIL ENGINEERING 50' 0 50' 100' UTILITY IMPACT MAP #2
CON5TRUCTION MANAGEMENT
1051 FeMLcrton Hill Road, 5vite 201
(919)9) 3G7-8790- Fm ar (919) (919) pex, NC 367.8791 27502 gCA?• 1°-50'(1'IOPIZ.) Voice ce (91 367-8790- ZEBU LON NC
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PHASE1
ROADWAYS 71,353 S.F.
SIDEWALKS 20,024 S.F.
100' LOTS 44 LOTS 3,542 S.FJLOT 155,848 S.F.
PHASE 2
ROADWAYS 253,647 S.F.
SIDEWALKS 64,985 S.F
55' LOTS 94 LOTS 3,042 S.FJLOT 285,948 S.F.
65' LOTS 49 LOTS 3,042 S.FJLOT 149,058 S.F.
75' LOTS 33 LOTS 3,542 S.FJLOT 116,886 S.F.
FUTURE
AMENITY AREA 87,120 S.F.
ROADWAYS 532,694 S.F.
SIDEWALKS 140,016 S.F
55' LOTS 168 LOTS 3,042 S,FJLOT 511,056 S.F.
65' LOTS 159 LOTS 3,042 S.FJLOT 483,678 S.F.
75' LOTS 109 LOTS 3,642 S.FJLOT 386,078 S.F.
TOTAL LOTS= 656
TOTAL SITE AREA= 261.93 ACRES
TOTAL IMPERVIOUS AREA= 3,268,391 S.F.
TOTAL IMPERVIOUS PERCENTAGE= 28.6%
IMPACTTOTALS
PERM. S.F. 6,142 ZONE 2 BUFFER
ROAD S.F. 7,006 ZONE 1 BUFFER
S.F. 3,889 WETLAND
L.F. 110 STREAM
TEMP. S.F. 1,611 ZONE 2 BUFFER
ACCESS L.F. 4,217 , ZONE 1 BUFFER
S.F. 384 WETLAND
RIP-RAP L.F. 32 STREAM
OPEN S.F. 458 ROAD FILL
WATER S.F. 890 UTILITY
TEMP. S.F. 6,682 ZONE 2 BUFFER
UTILITY S.F. 10,409 ZONE 1 BUFFER
S.F. 17,274 WETLAND
L.F. 95 STREAM
Co6 Group, inc Revisions: WEAVERS POND SUBDIVISION
.
9126105
9123105 OVERALL IMPACT MAP
LAND USE EVALUATION 10126/05
CIVIL ENGINEERING GOO, 0 GOO, 1200' 11110!05
CONSTRUCTION MANAGEMENT
105 1 Fembecton Hill Rwd, 5uite 201 Apex, NC 27502 Z EB U LO N, N C
Voice (9 (91119) 9) 3G 67-8790- - Fax [phone] _ SCALE: I "=G00' (HO'IZ.)
20052070
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G Group? Inc ReV1510n5: WEAVERS POND SUBDIVISION
,
10126105 EXISTING PIPPIN ROAD
LAND USE EVALUATION
CIVIL ENGINEERING 40' 0 40' 80' CROSSING #1
CON5TRUCTION MANAGEMENT
1051 Pemberton Hill Road, 5ude 201 Apex, NC 27502 ZEB U LON, N C
Voice [phone]- Pax [phone] SCALE; I"=40' (Honz.)
0 ONE 2 \ }
N 1 m TEMPORARYACCESS
NENTROA0 N IMPAC?T150S.F.
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ZON@2 __ poy?oe '`"" _ r' r
a I ; PERMANEN \T ROAD
IMPACT f r' /
TEMRU ACCESS 337S.F.
\ _ . f
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/MPORARY ACCESS
IMPACT 183S.F: i v v / 2
! v v PROPOSED
v
v /
I v v / / op GP / 1 30" CURB & GUTiIER
ZONE I i_ v - r ,r ? - p K, ZONE 2 PROPS D '
°t o r r r / PERMANENT ROAD
PERMANENT ROAD SIDEWALK
IMPACT 67 S.FV 1?V v v v - r' IMPACT 513 S.F. p OPOSED
\ ! /
\ ZONE 2 i a v v / l / r r U ZONE 2. UTILITY EASEMENT
j PERMANENT ROAD c TEMPORARY UTILITY
IMPACT 236 S.F? ~ f °. / / d Y IMPACT 380 S.F.
?.
/ // %r Q\\ / r r ZONE2
_ ZONE I,- j ?`? r \ TEMPORARY ACCESS
PERMANENT ROAD r v< 2 '' / v v v v v v IMPACT 134 S.F.
IMPACT 134,F. f ^ // ° v v v v v v v i \
ZON
TEMPORARY UTILITY
100,yEAR 4' vv v v v v v v v vv TEMP 2O ?,
FLOODPL/RN ZONE 1 NF?? IMPACT 10315 F.
?AQ / PE"ENT ROAD
INV IN 327.29 / / ` / W ~ ~
v IMPACT38
i" vov
0 20? \
Q` rn1??i --- , v OPEN WATER r
' I Q TEMPRARYACCESS ° r
INVIN327 /f /` IMPACT 458S.F. ZONE1
OPEN WATER TEMPORARY R?(? ?.?
ACCE
TEMPORARY UTILITY
IM
PACT 734 S.F. Fk\ , OAf q~ ° \
IMPACT 890 S.F. SST, ~ ?H
<q
l ZONE 1
J 1 TEMPORARYACCESS kER ??
IMPACT 497 S.F.
l f'/ / / ~ ZON 2 \ \ ZONE 1 TEMPS UTIL" \ TEMPORARY UTILITY
IMPAC 355 S.F\ . IMPACT 604 S.F.
\ZONE2 \
PERMANENT ROAD
J/ IM CT 248 S.F. \ F
ZONE 2 O? .oy t 9
I f(,. \ TEMPORARY ACCESS
! u f',,; `\ \IMPACT174SS.F. t \ `• \ ??,
F /f ?ROPOSE?
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1 L f \
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a j \PROPO?ED12" \ \ \
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335
RdAD WIDENING `\ 1 \\ \ , ? \ \

IMPACT TOTALS
PERM. S.F. 273 ZONE 1 BUFFER
ROAD S.F. 1,334 ZONE 2 BUFFER
TEMP. S.F. 1,984 ZONE 1 BUFFER
ACCES S.F. 641 ZONE 2 BUFFER
TEMP. S.F. 1,635 ZONE 1 BUFFER
UTILITY S.F. 735, ZONE 2 BUFFER
TEMP. S.F. 458 ROAD
OPEN
WATER S.F. 890 UTILITY
Loco Group, inc Revi5ion5: WEAVERS POND SUBDIVISION
.
8126105 PIPPIN ROAD WIDENING
LAND USE EVALUATION 9123105
CIVIL ENGINEERING 40' 0 40' 80' 10126105 CROSSING #1
CON5TRUCTION MANAGEMENT
1051 Fermberton Hill Road, 5mte 201 Apex, NC 27502 ZEB U LO N NC
Voice (919) 3G7.8790- fax [phone] SCALE: I "=40' (honz.)
Ar4
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G GrOUn Kev'5'°ns: WEAVERS POND SUBDIVISION
Group, inc.
10126105 EXISTING PIPPIN ROAD
LAND USE EVALUATION ``
CIVIL ENGINEERING 40' 0 40' 80' CROSSING #2
CONSTRUCTION MANAGEMENT A
1051 Pemberton G hill Road, Su=e 201 Apex, NO 27502 ZEB U LO N I N C
Voice [phone]- Fax [phone] SCALE: I "=40' (Horiz.)
1 `s ?? J l
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j ?UTILIT? IMPACT 401 S.F.
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IMPACT 2 S.F.
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- I I'i t IMPACT 190 S.F. INV OUT 3
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UTILITY IMP { CT 1,339 SIF. I
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1 UTILITY IMPACT 402 S.F.
I ZONE 2- /
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- IMPACT 120 S.F. ° "...
r-20NE 2
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IMPACT 135 S.F. / 0

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IMPACT 129S.F.

ZONE2
TEMPORARY UTILITY
IMPACT 434S.F.
/ // i
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r
CP6 Grou Inc.
LAND USE EVALUATION
CIVIL ENGINEERING
CONSTRUCTION MANAGEMENT
1051 Pemberton Hill (toad, 5ute 201 Apex, NC 27502
Voce [phone]- Fax [phone]
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ILITY
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6126105
9114105
9123105
10126105
'ERMANENT ROAD
MPACT 369 S.F.
/
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3SIN024
e
--- (ZONE 2 \
83/ %ERMANEN"OAD ?
v IMPACT 141 S.F, .
'--ZONE 2
TEMPORARY UTILITY
IMPACT $82 S.F.
ZONE2
TEMPORARYACCESS
IMPACT 59 S.F.
ZONE1
TEMPORARYACCESS
IMPACT 764 S.F.
??fd1G
IN
O b7 32.42

IMPACT TOTALS
TEMP. S.F. 1,518 ZONE 1 BUFFER
ACCESS S.F. 518 ZONE 2 BUFFER
PERM. S.F. 2 ZONE 1 BUFFER
ROAD S.F. 835 ZONE 2 BUFFER
TEMP. S.F. 2,699 ZONE 1 BUFFER
UTILITY S.F. 1,619, ZO E 2 BUFFER
WEAVERS POND SUBDIVISION
PIPPIN ROAD WIDENING
CROSSING #2
ZEBULONI NC

`.
3 w ZONE2
PERMAN6AD

? \ ' ?.

? IMPACT J' F.

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;

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) r'
-
'
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E
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1
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SS
,,ZONE I IMPACT 236 S.F.
\ TEMPORARY
ACCESS
_
IMPACT 715 SY !

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'

/

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vv
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IMPACT 110 L. F.
/ r
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vv
v YAI 11 1 11
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RMANENT RO jD' :oo i I
IMPACT TOTALS
PERM. S.F. 3,973 ZONE 2
ROAD S.F. 6,731 ZONE 1
L.F. 110 STREAM
TEMP. S.F. 715 ZONE 1
ACCESS S.F. 452 ZONE 2
RIP-RAP L.F. 32, STREAM
IMPACT 1,872 S.F. oo
zz I/
M?`?
D Z t { 1 1 t
} i CVO 3 f( 1 1
t
e 1 t ) ? ? j ! f
f ZONE 2 ) I, I
I 10' TEMPORAkY
I i ACCESS J I If IMPACT 21643.F.
1 t '
i ?? I i J ft ? 1
1 1
\ ( i\ € ! ) J I t l
Revw5ion5: WEAVERS POND SUBDIVISION
G Group) Inc.
3/26/05 ROAD D
LAND USE EVALUATION 9/23105
CIVIL ENGINEERING 40' 0 40' 80' 10126105 CROSSING #3
CONSTRUCTION MANAGEMENT
1051 Pemberton Hill Road, 5wte 201 Apex, NC 27502 Z EB U LON, NO
Voce (919) 3G7.8790- Fax [phone] SCALE: I "=40' (Horiz.)

t \ ? ` ¢S 1
\ ! \ ZONE2
TEMPORARY
ACCESS _, ---
\ ZONE I IMPACT 236 S.F.
/ t \ TEMPORARY ILI 111
\ ACCESS
l? IMPACT 716
lilt
0
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114-
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vv i
RIP-RAP '
IMP?CT32L.F. vv
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j IMP 1? 872 S.F.
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j I I ACCESS 1 I
IMPACT 216jS.F.
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Ce Group? Inc.
LAND USE EVALUATION
CIVIL ENGINEERING
CONSTRUCTION MANAGEMENT
1051 Pemberton Ndi Road, 5mte 201 Apex, NC 27502
Voice [phone]- Fax [phone]
f r
50' 0 50' 10(
SCALE: I "=50' (Honz,)
Kevl51on5:
8/26105
9/23105
10/26/05
O
O
"It
co
10+00 11+00 12+00
SCALE: I "=50' (VERT.)
WEAVERS POND SUBDIVISION
ROAD D
CROSSING #3
ZEBULON, NO
if
1
If
/ ZON?
PER
)MPACT S.F.D II
E1 / I
MANENT'ROAD 4
PACT 6,7,b1 S.F. /
PERMANENT ROAD /
STREAM /
IMPACT 110 L.F. /
7 /
1 /
r r
1 ?
1f I rr l
f,
1
r
I 1 ''
f
IMPACT TOTALS
PERM. S.F. 3,973 ZONE 2
ROAD S.F. 6,731 ZONE 1
L.F. 110 STREAM
TEMP. S.F. 715 ZONE 1
ACCESS S.F. 452 ZONE 2
RIP-RAP L.F. 32 STREAM
350
348
346
344
342
340
338
336
334
332
330
328
DATUM ELEV
325.00
OPEN SPACE
1
38
' J ; 1 1 RIP= P-61JITLET
r DIS APATER
I NT- x.384 S F:
\ t \`?` t 1 -. oQ _ D ROAD "C"
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- WETLANDIMPACT /
-AREA=3,889S
31 . f
ISTIN
i VYET"ND
3
? f
/ a \ OP N SPACE Q' 33
' r --- ,.
G Group? inc Revl5ion5:
.
9123105
LAND USE EVALUATION 10126105
CIVIL ENGINEERING 40' 0 40' 80'
CONSTRUCTION MANAGEMENT
1051 Peminrton Hill Road, 5ude 201 Apex, NC 27502
Voice (919) 3G7.8790- Fax [phone] SCALE: I "=40(Horiz.)
IMPACTTOTALS
PERM. S.F. 3,889 WETLAND
ROAD
RIP-RAP S.F. 384 WETLAND
WEAVERS POND SUBDIVISION
ROAD "C°
WETLAND I M PACT MAP #1
ZEBULON, NC
\ IMPA T TOTALS
TEMP. S.F. 4,141 ZONE 1 BUFFER
/ ! ? ? UTILITY S.F. 3,069 ZONE 2 BUFFER
.r • ?? O / '- / ?/ ,off / / .? ,?, ,.. '" .; ? .?. ?
S.F.17,274 WETLAND
1 ? ..? ? H#g `? / ? f / ,,,, .,, ?-?• ? __ ? _ L. F. 65 STREAM
4 _
'YE 2
U
SrRI?\ s MP C/_ 1 6 / / / ooo
? ?_.._ ..__ ... ? ? F ? \ \\`; ??\
IMp??
? _g UrlllrY / l !?? . ` ? ` ? i 1 1 F 1 ? F I l Fl \ ?r r
? f ? r ./ ?f rim ? ? ? t. i? --_ ? , •' XV\
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y?G .20 1• / ? ? 'MIS1r \
A,
Crf j y ILI?y / 1 6p?? ?Od? 1??, t ? F ? ?F? 1 \\\\\?\
p
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G?, -'''. 1. ! f 1 \ t t ? / • 7, ??`5? F F ZONE1 ? ? s? ??\
I ?` l l f / ? ?% t 414 ? f ? F F ? / ?' ? 1 1 3 ? ??
F F F ? '~? \
# !? ! / ?` t ' ! \ F \_ ? ? ? t 50' NEUSE RIVER BUFFES \ i ? i ;
I / % i ? \ t "t F ??
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PR ON
i I / i iii i \ 1 ? t 0 '1
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f i F
MP ' ? GC
606 S. Fri
f f I/ Q ?' 1 t t?. /? 'F i t ?? ? EXISrIN?, F t ? t /; F
1` I I F t Werl lf
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40
/1 PAC PGR4RY ? ? / ? ZO ?\X` ? pR0 ? i ? ? ?
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I 320 f,, QO, f'/?" ,,15 ? F ? ''? F ? F i \ ? / ?• 1 X\? ? F ??Y(??? wE VERS
?? F s POND
31HA
E 1
w. ', ,/ ? /F: ` 100 YEAR F F '' ??'i / 1 ? t ?\ ? F
I "" ?'? F F FLOOOPJ` IN ? ? ? `?? 50'NEUSEPIVER UFFER ? F ? / F F F 1 1
/" 11--' 1 1 1 ^
1 ' F i 1 1 F F i \ F I/ . F
? I t F
313 ..,-• ',•' , t ? ? t ?
! ?. '? F'i'^F Irc ? S"r*t;,?t,S¢n;x. pRd
AIN ti' ?'?SSM2`Ti1 ,"1 1 1 1 ?F • \
NEW
low? / / ?r ob°< ?,e6h ?w ?` ?lr 1; ? 4? F ` ' r? " '?,?' > `f E" .`n? 1?+..... ? ;'S hr?i" F
/ J f d F_ J a tF ` ? ` ..iar? :% <.rc,. ? .? ?? +? '?,??y' '??; ?"? ti. ? ?'???i?F'? ? s? ? r ? t
JI
20 ? ' 20NE2 ? F r #TL No ? t i 1 Y't ...
r 1 / 1 . TEMP { 1 ' rFMA0RARY ? IM AC RARYUTILI F
IM ? \ \
RY T t?MPq(?-, U J P r-1I
2006 Pq 7-IL / ?`- S.F
2 C?T'2,185S.F,/ t 9j8.F. / NIF
F t TE
1f ?,/f 1 k ? ?MPfC _60oUtLRY BLAIR EDDINS
G Group Revisions: WEAVERS POND SUBDIVISION
? Inc.
LAND SE EVAL ON 8/23/05 SANITARY SEWER MAIN
CIVIL ENGINEERING 50' 0 50' 100, 11/10105 UTILITY IMPACT MAP #1
CONSTRUCTION MANAGEMENT
1051F(9HdlRoad, 5ue Fd 201Apex, NL27502 ZEBULON,NC
Vacece (9 1 19)9) 367-b790-- Fit [phone]rjC?{?; 1 °- rjp' (hOnIZ.)
Q
W
Q Z
L
N
IMPACT TOTALS
TEMP. S.F. 1,934 ZONE 1 BUFFER
UTILITY S.F. 1,259 ZONE 2 BUFFER
L.F. 30 STREAM
1 r J E r F r E ' f • F `"' ?..\?\`\ \ / / A t i/
04 j
- ! F t / 1 \ r t ! ! 2pN F ! \ •? '``•,,`,ti`? `_?.,;;-,_-. .,.y! , R..., „^ f '? I \ \ (! •\ ?? ,l
EXISTING
WETLANDS
yl F WE4VERS PQND 1 F? zoNE2 \
E F R7'YL PHAPE 1 f F ! \ \ \ ~ -~ TEMPORARYUTIZITY
r ! 1 '?'z? `` '\ IMPACT-602 S.F.
\ J / /
X
! F k ?? r F F F i ? E 1 ?, F !• 1~ , ~, ~ '? ? ?/ / ti
F 4 1 ! ?i ?c.. E' ?. NE STIR M ?\ / ?' ^••.i`' .._ ,!-' i
F ! i \ ?? t k -_ '\ F F F TEMRORARY?UTILITY \? 3
E F 1111 30 L.F.
ZONE 2
SSMH#2 50' NEUSE RIVER BUFFER 100 YEAR
FLOODPLAIN ZONd1
x a kj TEMP RARY UTILITY
}!r SSMH#23 '? IMPACT 19343F \
ZONE 2-
J _ PO TEMPORARY UTI-LM
t
?r 1 -? \ OSEpSgNlrgRys \ IMPACT - 657 S.F. NIF NIT \ERMAIH \ \ \ \ \
R EpplNS BLAIR EDDINS
__?SMH#24 \ y
Co6 Groupq inc.
LAND USE EVALUATION
CIVIL ENGINEERING
CONSTRUCTION MANAGEMENT
1051 Fe-berton Hill Road, 5wte 201 Apex, INC 27502
voice [phone]- Fax [phone]
50' 0 50' 100'
SCALE: 1 "=50' (Honz.)
Revi5ion5: WEAVERS POND SUBDIVISION
6126105
123105
11!10!05 SANITARY SEWER MAIN
1
UTILITY IMPACT MAP #2
ZEBULON, NO
/C
i
4
a =
A Y
N A Bl/
Od0?
Jam.-..:-_..,,r-,.r.. ..,!.-.,..... ••-
--- - - ------ -
} 1..
!F?U E`DEVELOPM?N
PHASE1
ROADWAYS 71,353 S.F.
SIDEWALKS 20,024 S.F.
100' LOTS 44 LOTS 3,542 S.F.ILOT 155,848 S.F.

PHASE 2
ROADWAYS 253,647 S.F.
SIDEWALKS 64,985 S.F
55' LOTS 94 LOTS 3,042 S.FJLOT 285,948 S.F.
65' LOTS 49 LOTS 3,042 S.FJLOT 149,058 S.F.
75' LOTS 33 LOTS 3,542 S.FJLOT 116,886 S.F.
FUTURE
AMENITYAREA 87,120S.F.
ROADWAYS 532,694 S.F.
SIDEWALKS 140,016 S.F
55' LOTS 168 LOTS 3,042 S.FAOT 511,056 S.F.
65' LOTS 159 LOTS 3,042 S.FAOT 483,678 S.F.
75' LOTS 109 LOTS 3,542 S.FAOT 386,078 S.F.
TOTAL LOTS= 656
TOTAL SITE AREA= 261.93 ACRES
TOTAL IMPERVIOUS AREA= 3,258,391 S.F.
TOTAL IMPERVIOUS PERCENTAGE= 28.6%
i

i

is
C6 Grou inc.
LAND USE EVALUATION
CIVIL ENGINEERING
CONSTRUCTION MANAGEMENT
1051 Pemberton Hill Road, Suite 201 Apex, NC 27502
Voice [phone]- Fax (919) 3G7-8791
f
x

Goo' 0 600' 1200'
SCALE: I "=G00' (Honz.)
0:111
i 1
I..JI
?I
Revisions:
8126105
9123105
10/26105
11/10105
ZEBULON, NC
4 1——
IMPACT TOTALS
PERM, S.F. 6,142 ZONE 2 BUFFER
ROAD S.F. 7,006 ZONE 1 BUFFER
S.F. 3,889 WETLAND
L.F. 110 STREAM
TEMP. S.F. 1,611 ZONE 2 BUFFER
ACCESS L.F. 4,217, ZONE 1 BUFFER
S.F. 384 WETLAND
RIP-RAP L.F. 32 STREAM
OPEN S.F. 458 ROAD FILL
WATER S.F. 890 UTILITY
TEMP. S.F. 6,682 ZONE 2 BUFFER
UTILITY S.F. 10,409 ZONE 1 BUFFER
S.F. 17,274 WETLAND
L.F. 95 STREAM
WEAVERS POND SUBDIVISION
OVERALL IMPACT MAP
20052070
1 ~z, 2
m "
\ 1 ? `•:,j ? i ?f ?' r,,,,?/ ?,, 'lam ; 'S
t "r '' ? .. RAP ? ?? \ \
s.?. i
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E
0
INV IN 327.2 •? %?. Qi 0
12
j V OL{f 32 3
r
tV IN 327. V 27.30
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4
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OFPA MENT
f \.
335 ExlsnccENT \ i
/ 41NE OF ROAD tl i
Group, InC Rew5ion5: WEAVERS POND SUBDIVISION
.
10126105 EXISTING PIPPIN ROAD
LAND USE EVALUATION
CIVIL ENGINEERING 40' 0 40' 80' CROSSING #1
CONSTRUCTION MANAGEMENT
1051 Pemberton Hill Road, Suite 201 Apex NC 27502 ZEB U LON, NC
Voice (919) 3G7-8790- Fe (919) 3G7-8791 SCALE: I "=4d (Honz.)
r"` 0 ZONE2
N 1 .t ` ??f\ F PORARYACCESS
NEN?ROAD N IMPAQT150S.F.
IM C ?S.F y 91p? 1 /
ZONE2
ERMARENTROAD P?0?5 r l ' /
2?a \yi ! i .. P
IMPACT r, f 'r
/ T M, ACCESS 1 337 S.F. / r f f r
JMP??CT "F.
/MPORARY ACCESS \ f 4 4\ ?. ,rr r ! r rr 4
IMPACT 183S.F. 1 v V? .? , t l \
I vv i \-PROPOSED
o v v .r / / x ,ZGP j \ 30" CUKts & GUTTER
ZONE1 I t v / r r' / t /r PROPOS?D
PERMANENTROAD v rr s / / PERMA ERMANENT ROAD SIDEWALK
'lAf r' IMPACT 513S.F.
IMPACT 67S.F. r "" ti vvv ' yr r P OPOSED '
ZONE2 v r r
f vvv ,:•. / /'' rr / ? ;ZONE 2 UTI I7,Y EASEMEI7T.,?
PERMANENTROAD oo vvv.$ TLEMPORARY UTILITY
IMPACT 236 S.F. I ACT; BO S.F. ti
ZONE2 ~
?ZONE1 N r TEMPORARY ACCESS
PERMANE3NT ROAD
IMPACT r ti f" v v v v v v `, I PACT 134 S.F.
$F, vv v \
vvvvvv ZONE-4
400 YEAR v v v v v 2 TEMPORARY UTILITY
FLOODPLAIN b•avv 40NE1 ?VF? IMPACT1034,S.F.
` Q t r ~ ` OERMIJENT R
v OAD \
INV IN 32A 2,9 ? ; ?Q` r IMPACT 36-S? ti
1\4 1 vev'? ?.
1 'c
?Q?` f?OJ f v `?. 0F
(% . ?Q • n a vv' OPEN WATER - \ `
TEMPORARYACCESS 7 0
` IMPACT458S.F.
E1
INV IN 327 / ZONE 1
OPEN WATER TEMPORARY "` RFf ~ ?.?
/ f f TEMPORARY UTILITY ACCESS ti OOp
IMPACT 734S.F. QySr ` . ,
ZONE I IMPACT 890 S.F.
TEMPORARYACCESS kEFp?
f f IMPACT497S.F. F
20N 2 ZONE1 TEMPI UTILITY \ TEMPORARY UTILITY
IMPA355 S.F. IMPACT 604 S.F.
\ZONE2 \
PERMANENTROAD 3
IMPACT 246S.F. / Z.
j t
f/ } \!%X 0 ZONE 2 y }
?N TEMPORARY ACCESS
\IMPACT1741S.F. 4t a i \t ?Ft?
ROPOSE?
STORM DRA GE
p \ PROQPOSEDDGE
f / OF PAVEMENT
k'
1 f PROPO1SED12" ? , ?,•
3i Y 1 . y 'DIPWATER MAIN \ \ \ \ ?
335
\ \
?ROPOS6 \
R&DWIDE ?NING

IMPACT TOTALS
PERM. S.F. 273 ZONE 1 BUFFER
ROAD S.F. 1,334 ZONE 2 BUFFER
TEMP. S.F. 1,984 ZONE 1 BUFFER
ACCES S.F. 641 ZONE 2 BUFFER
TEMP. S.F. 1,635 ZONE 1 BUFFER
UTILITY S.F. 735 ZONE 2 BUFFER
TEMP. S.F. 458 ROAD
OPEN
WATER S.F. 890 UTILITY
Loto Group, inc. Revisions: WEAVERS POND SUBDIVISION
6126105 PIPPIN ROAD WIDENING
LAND USE EVALUATION 9123105
CIVIL ENGINEERING 40' 0 40' 80' 10126105 CROSSING #1
CONSTRUCTION MANAGEMENT
1051 Pemberton Hill Road, 5wte 201 Apex NC 27502 ZEB U LO N, NC
voice (919) 3G7-8790- Pax (919) 3G7-8791 SCALE: I "=40' (10PIZ.)
'0 N 0 1 W
t04 .70-
II[' \\ 1 I Ii I i? 1 /? \
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EXISTING C(ENTE
LINE OF 90ADR / j t 1
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(.00. Group, inc Kevi5ion5: WEAVERS POND SUBDIVISION
.
LAND USE 10126105
EXISTING PIPPIN ROAD
EVALUATION
CIVIL ENGINEERING 40' 0 40' 80' CROSSING #2
CONSTRUCTION MANAGEMENT
1051 Pemberton Hill Road, 5uite 201 Apex NC 27502 ZEB U LON, NC
Voice (919) 3G7-8790- Fax [phone] SCALE: I "=40' (honz.)
!1'? 'i
f N 0 I t ? 1
li
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1 01
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ZONE 1 TE 0 ? RY
f ? l
UT14ITYIMPICT1,33951F.-J
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UTILIT? IMPACT401S.F. E
;? ti\i l rJ ( 7 ?I
s 1 r
0gi
SpAN
/ P P4
100
1 ?' ? (' a0 aµp1N ,' 1
IONE2
MPORARYACCESF
ZONE1 IMPACT210S.F.
PERMANENT ROAD
Y ' ZONE 2 IMPACT 2 S.F.
PERMANENT ROAD
IMPACT 190 S.F. INV OUTS
ZONE 2 ZO
N

PERMANENT ROA M
TE
IMPACT- .1 / IMPI

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N
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/ IM
ACT 1 ; N
10
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P
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TEMPORARY UTILITY ) I
IMPACT434S.F.

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i / f r r
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C6 Group, Inc,
LAND USE EVALUATION
CIVIL ENGINEERING
CONSTRUCTION MANAGEMENT
1051 Fermberton Hill Road, 5mte 201 Apex, NC 27502
Voice [phone]- Far [phone]

40' 0 0 40' 80'
SCALE: I "=40' (Honz.)
N I \ IMPACTTOTALS
ZONE 2TE ` PORARY
1 UTILITY IMPACT 402 S.F. TEMP. S.F. 1,518 ZONE 1 BUFFER
1 , \ ACCESS S.F. 518 ZONE 2 BUFFER
\ PERM. S.F. 2 ZONE 1 BUFFER
ROAD S.F. 835 ZONE 2 BUFFER
t TEMP. S.F. 2,699 ZONE 1 BUFFER
UTILITY S.F. 1,6191 ZONE 2 BUFFER
I ZONF2-
-E PORA'
RYACCESS
IMPACT 120S.F. ?.
ZONJE 2
PERMANENTROAD
IMPACT 369S.F.
,I 1 330 Oa = r r
Q° NfAOWp APES IN
' Og1;0? ZN- RGP - l
Po a?gt1N0 /f 0 d>"332,42
an I It I
+PGP ??Nl/IN33 C j \ r .?/
f ` ONE2 \
3 .83 RERMANEN"OAD /
v, l v? 4 IMPACT 141 S.F.,
v
?ZONE2
TEMPORARY UTILITY
IMPACT 382S.F.
II ` ZONE 2
TEMPORARYACCESS
` IMPACT 59S.F.
)
IILIjY 1
.
5
y
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N
f Z
to
N ZONE1
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1 IMPACT 764 S.F.

hl
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Revisions: WEAVERS POND SUBDIVISION
8126105 PIPPIN ROAD WIDENING
9114105
9123105
CROSSING #2
10126105
ZEBULON, NO
I ? s 1
' t
i
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IZONEI
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IMP S.F.
t /
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\ -TEMPORARY
ACCESS` ... _ - r
\ w \ZONE 1 IMPACT 236 S.F.
1 \ TEM1,PORARY /
I 1 ` ACCESS--
\ IMPACT 715 S.F _ o
I
00
00
v
I'v
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STREAK o v
f ?
RIP-RAP / v °
v v
14PACT 32 L.F, -" ° a
vv
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\ r / RMA'NENT R099 :oo
IMPACT 1,872 S.F. 00
1 0
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t
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ZONE 2
1 I 10' TEMPORARY
ACCESS t
1 f IMPACT 216t.F.
G Grou inc.
LAND USE EVALUATION
CIVIL ENGINEERING 40' 0 40'
CONSTRUCTION MANAGEMENT
1051 Fe-bedon Hill Road, Suite 201 Apex NC 27502
Voice (919) 367$790- Fa" [phone] SCALE: I "=40' (Hors
/'1 l ?• 111 /l/
? e1 t
r ZONE2 j-
PLRMAN 6AD t
IMPACT j F.
r
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/ (ANENT ROAD f
AOT6,731 .F•
,oz
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13,
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t1 / Jr j
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PE?AANENT ROAD ,
ST EAM
IMPACT 110 L.F. r
r
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1
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P,cvi5ion5: WEAVE
6126/05
9123105
80, 10126105
Z.)
IMPACT TOTALS
PERM. S.F. 3,973 ZONE 2
ROAD S.F. 6,731 ZONE 1
L.F. 110 STREAM
TEMP. S.F. 715 ZONE 1
ACCESS S.F. 452 ZONE2
RIP-RAP L.F. 32, STREAM
ERS POND SUBDIVISION
ROAD D
CROSSING #3
ZEBULON, NC
\ ZONE2
TEMeORARY
~ ACCESS _- "--'
`- ZONE 1 IMPACT 236 S.F.
\ T'EM.PORARY
\ ACCESS
IMPACT 715 S F f
i
\ 00
00
A vv
1 \ / _ STREAM
RIP•RA TQ- f
i \\ IMP,ACT32L.F.
/, v o
vv
11 ILI
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BERM NTROAD 0
IMP 1;872 S.F. V0
ZON fj
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, S.F.
E 1 /
MANENTROAD j
PACT 6,7,b1S.F. / y
i? It
1 l
PERMANENT ROAD /
STREAM /
IMPACT 110 L.F.
/
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1r l
t
I
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1
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#f ZONE 2 / f .
! i 10'TEMPORARY ! 1
ACCESS 1 I
1 ) IMPACT 216,S.F. i I
%
. / I' ' ' t I J
I i f i r
10+00 11+00 12+00
SCALE: 1 "=50' (VERT.)
f t / I
G GrOUp Revisions: WEAVERS POND SUBDIVISION
l ? Inc.
6126105 ROAD D
LAND USE EVALUATION 9123105
CIVIL ENGINEERING 50' 0 50' 100' 10126105 CROSSING #3
CONSTRUCTION MANAGEMENT
1051 Fembedo"' Hill Road, 5mte 201 Apex, NC 27502 ZEBU LON, NO
Voice [phone]- Fax [phone] SCALE: 1 "=50' (Honz,)
IMPACT TOTALS
PERM. S.F. 3,973 ZONE 2
ROAD S.F. 6,731 ZONE 1
L.F. 110 STREAM
TEMP. S.F. 715 ZONE 1
ACCESS S.F. 452 ZONE 2
RIP•RAP L.F. 32, STREAM
350
348
346
344
342
340
338
336
334
332
330
328
DATUM ELEV
325.00
O
O
co

t?
P
1
t
17L
J
Co6 Group, inc.
LAND USE EVALUATION
CIVIL ENGINEERING
CONSTRUCTION MANAGEMENT
1051 Fermberton Hill Road, 5mte 201 Apex, NC 27502
Voice (919) 3G7-5790- Fax [phone]
40' 0 0 40' 80'
SCALE: I "=40' (Honz.)
IMPACT TOTALS
PERM. S.F. 3,889 WETLAND
ROAD
RIP-RAP S.F. 384 WETLAND
R f
r'
r r
i
JJ
?f C33
t
f
? 1.
I
` J
Revisions:
9123105
10126105
WEAVERS POND SUBDIVISION
ROAD "C"
WETLAND IMPACT MAP #1
ZEBULON, NO
- \ T T ALS
TEMP. S.F. 4,141 ZONE 1 BUFFER
? / - . - F ? UTILITY S.F. 3,069 ZONE 2 BUFFER
f~? ? ? / / / / ? :... .._ _ .. F ? S.F.17,274 WETLAND
_-
S N/ ?......... _..... _ _ F ... ? L.F. 65 STREAM
\\\p
TI?Mp
pq
STRI
lln ?? t `_... -_? ..._. ? F F F ? E F \? \ //
EMO g #, r
IT /
0 -j
y?G \ 1? ti / i 2 ?. ? ?? / / ! ? ISTING ? t ??\J??O ? ? F ? t ` \ ti ?? X {? \
I eA??' \ MPS ?ICI?Y ? F ? ETLANDS o??Jy 0?1?ry ?? ? F ? ? ` F" Y a ?t ?\\
10
N
IF eo'*?
1
I i I? / I ? t \ • ? '' ! 1 ? ? F 50' NEUSE RIVER BUFFER ? \ ?? F? F i i
/ 1 J ! ? \ ? ! ? ?' / ! ? / F 10NE 2 ? W i o
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AEA E Q
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pQ j :ZONE 2 F ? ? F ?ryC/ ?? ? ?? ! E' ? ? ' F ? ? F ! k ? !
TEMPp F ? ? NF }
IMp AkYUTilI ?_ ? F F ? ? Q r ? l
AC •6085 F \ ? ? \ F ? F ! ? F ! F J?
f / ? ? t ! ? ` // • ? •F F ! ? F 1 FF, ,`y' ? F .'oooo.' \ ! F ? F
d Q ! ? ?/ ! F WSTIIYG E F ' F
1? SlT / I F ? ? ? ! ? •' WETLAf?OS ! ? ? ? ?
I // y SAM ? ! ? ? ? x F W
/ MPORARY ! ? ? ? ? \x ? ? ? ?? H ?
paCT. 1Y ! ? ? t 2pNE !\x? F F F !
/ 34 L.F. ? / ? ? F F /\1? x\? F p?Op ? -t.
I 320 n0 r% ! ! ? F ? ! \ ? x\i ? ? ?NryGN F wE VERS
p9ND
J /? r /? ` f 10P YEAR ! ? ?? ' /?F' F ! ? 2pd ? F? F F ^ ? ? fJA?$E
I , ' , F F FLOODp. I ! ? ? ` 50• NEUSE FIVER UFFER ` / ? ? ? ?
3?5 ,, ? ? ? ! ? ? F ?
? k, . ti,?.? F ?, F iF . r F
wz?
/ /,? .,- ,? . i . ?? t• ? z ?;??a ? ? r 3 ?? 5?MH4a?.?? r? pR 'N - ., S k 2 M, . ?` ? ? F \ _. ??
/' ^iF,ix'd» 9?? a£ }?y c , F oN? s "?: -
/ ''" ?- :, ?? &i ?; ?" ??" ??. , - ? ;? ? '???^ ?, ..'7 ? Y?r f .,y,5:"fin ? ? # ? F
t Y,? 31,'+. "h[ u' ? i
/ F ` F _•
000.
j /? /f ? 201YEi ` t F20NE2 ? ? ? wMTLAND ? F ? ! F
TE
wooo" TEMP ? ' 1EMp0? RY ? RARYUTILI F ? \
j / ? / 20 IMP RY'UT•IL `'MPA 797 U Cfn` IM AC ?'?' 17
S \/
F TE;Wo*O?. E2 C72,185S.F/ S.F• N1F 'Mp _6U-rurY BLAIR EDDINS \
Revisions: WEAVERS POND SUBDIVISION
Group, inc. now 3/26/05 SANITARY SEWER MAIN
LAND USE EVALUATION 9/23/05
CIVIL ENGINEERING 50' 0 50' 100' 11110105 UTILITY IMPACT MAP #1
CONSTRUCTION MANAGEMENT
1051 Pevnbedon Hill Road, 5wte 201 Apex, NC 27502 ZEB U LON, NC
Voice [phone]- Fax [phone] SCALE: I "= 50' (honz.)
Q
Q Z
fl '?
v
IMPACT TOTALS
TEMP. S.F. 1,934 ZONE 1 BUFFER
UTILITY S.F. 1,259 ZONE 2 BUFFER
L.F. 30 STREAM
F. t E / F \ t 1 k 1 Z
t 1 t f \ / F / ONF? 1 f ' \ •,?` -. ""'?-'??°`', . ' `^ ., ` _' f 1 / \ \ ? ? cry
EXISTING f • ? i F' '? F J t ?, ',?'?„`?:. •?,,. ^•-' : J, .., ,? ? •' \ ?? ? `/?
WETLAIQDS
F F f F F pRo FRi F WE4VERS PQNDt ?oNE>
p t F F f
11-t ZONE2
F F F E JNE PHASE 1 TEMPORARY UTILITY
,IMPACT -602S.F. \ L /?
f f ;\ ? f E F k t `I. F F ` ` F' \ F ^ ,ti ?? \+^'^ / '` / i
\ E k t T F I F F F F \ f t t ?O F ?? / L i
1 \E f t \ ?s._. F' NEq?'/ 'R M ''\\ /l'\ ?.? - .._ ?..,"?`f
F F•
i
F F F . t '? t \ f t F TEMPORARY LU ILITY '
1 ? E f F f ZONE 2 F f IMbT 30 L.F. -?
50' NEUSE RIVER BUFFER f 2 { \
t , r 'SSMH2 t } ^ F 100 YEAR i \
FLOODPLAIN ZONIEI \ \ \
?; h a w TEMP RARY UTILITY
SSMH#23 IMPACT • 1,934 S.F. \
v `? A
\ ZONE2,
,/? J _ _ pROp \ _ TEMPORARY UTIL
\\ \ #
OSFOSgNIrgRyS \ IMPACT - 657 S.F.
NIF NIT
Epp114S BLAIR EDDINS
\ _SSMH#24 r
Yp ? 66 Group) inc.
LAND USE EVALUATION
CIVIL ENGINEERING
CONSTRUCTION MANAGEMENT
1051 Pemberton Hill Road, 5ute 201 Apex, NC 27502
Voice [phone]- Fax [phone]
50' 0 50' 100'
SCALE: I "=50' (Honz,)
Kevi5ion5: WEAVERS POND SUBDIVISION
6126105
9123195
11110!05 SANITARY SEWER MAIN
UTILITY IMPACT MAP #2
ZEBULON, NO
C
015"
od0D
i
z
z ?
of 3 .?
I
1
I

1ti\
W

i--m'
i

PHASE1
ROADWAYS
SIDEWALKS
100' LOTS

44 LOTS

3,542 S.FJLOT 71,353 S.F.
20,024 S.F.
155,848 S.F.
PHASE 2
ROADWAYS 253,647 S.F.
SIDEWALKS 64,985 S.F
55' LOTS 94 LOTS 3,042 S.FJLOT 285,948 S.F.
65' LOTS 49 LOTS 3,042 S.FJLOT 149,056 S.F.
75' LOT8 33 LOTS 3,542 S.FJLOT 116,886 S.F.
iw
ILITYI
???
1
ti' I
'
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1

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C6 Group) Inc.
LAND USE EVALUATION
CIVIL ENGINEERING
CONSTRUCTION MANAGEMENT
1051 Pemberton Hill Road, 5uite 201 Apex NC 27502
Voice [phone]- Fa" [phone]
Revisions:
8126105
9123105
10126105
GOO, 0 GOO, 1200' 11110/05
SCALE: I "=G00' (Honz.)
FUTURE
AMENITY AREA 87,120 S.F.
ROADWAYS 532,694 S.F.
SIDEWALKS 140,016 S.F
55' LOTS 168 LOTS 3,042 S.FJLOT 511,056 S.F.
65' LOTS 159 LOTS 3,042 S.FJLOT 483,678 S.F.
75' LOTS 109 LOTS 3,542 S.FJLOT 386,078 S.F.
TOTAL LOTS-656
TOTAL SITE AREA= 261.93 ACRES
TOTAL IMPERVIOUS AREA= 3,258,391 S.F.
TOTAL IMPERVIOUS PERCENTAGE= 28.60/a
IMPACT TOTALS
PERM. S.F. 6,142 ZONE 2 BUFFER
ROAD S.F. 7,006 ZONE 1 BUFFER
S.F. 3,889 WETLAND
L.F. 110 STREAM
TEMP. S.F. 1,611 ZONE 2 BUFFER
ACCES L.F. 4,217, ZONE 1 BUFFER
S.F. 384 WETLAND
RIP-RAP L.F. 32 STREAM
OPEN S.F. 458 ROAD FILL
WATER S.F. 890 UTILITY
TEMP. S.F. 6,682 ZONE 2 BUFFER
UTILITY S.F. 10,409 ZONE 1 BUFFER
S.F. 17,274 WETLAND
L.F. 95 STREAM
WEAVERS POND SUBDIVISION
OVERALL IMPACT MAP
ZEBULON, NO
20052070
"IN
'` i ! rf r ?NV'(N 328f \ \
-' "r• ? . `°' RAP ? \ \ \
/ -,:..LNV_-!N"324. f r \
} l r r ''"" , j ?N T7 I
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INV1N32.7.Z9
vogr37 3 2Oki
INV IN 327. fr1NV 27.30 z \ ~ `~
l /
°
I / \ 00 JI/ f ` / // \ EX S NG EDG ?C? /
I J \ OF PA EMENT ` } 1
335 v ?EXISn?GCENTiR
IrINEOFROAD
G Group) Inc Kev(5ion5: WEAVERS POND SUBDIVISION
.
10126105 EXISTING PIPPIN ROAD
1
LAND U5E EVALUATION
CIVIL ENGINEERING 40' 0 40' 80' CROSSING #1
CON5TRUCTION MANAGEMENT
1051 permberton Htl1 Road, Suite 201 Apex, NC 27502 ZEB U LON, NC
Voice [phone]- Fax [phone] SCALE: I n=40' (Honz.)
0 ZONE2 a
z
N 1 mEMPORARYACCESS
mj \ \ `
NEN?ROAO N IMPAQT 150 S.F.
IM C S.F.
0 \ ZONE2 SAO r' ,-
p J
yF > + \ \ i_..• PERMAIJ ROAD P?pP J
TEM, "ACCESS ? 37 3 F
IMPf CT .I:. f r,, r \
/MPORARYACCESS
IMPACT 183S.F: V 2 r \
\ v v / / r \ `-PROPOSED
k " v v v? v. 30" CURB & GUTi1ER
ZONE I I a v s, r // ZONE 2 PROPOSED
PERMANENT ROAD ?? o F, a', / ? PERMANENTROAD SIDEWALK K
IMPACT 67 S.F. ? v v v r l ' / r r IMPACT 513 S.F. §p"ROPOSED
ZONE 2 J v v v ZONE 2 UTI ITY EASEMENT
PERMANENTROAD O v ° vv ,. T_MPORARYUTILITY
' IMPACT 236 S.F. 1 / / 1 IM ACT,380 S.F.
n ,-? ZONE1f \TEMPORARYACCESS
PERMANENT ROAD ?2rn '' ` v v v v v v \ , IMPACT 134 S.F.
IMPACT 73$F. f ?/<\ // v v v v v v \ \
vvvvvv ZONES
TEMPORARY UTILITY
90FLO0,OEAR DPLAIN vavov
Y `6•RVO 40NE1 ZONE? IMPACT1039,S,F.
W", ENTROAD \
INV IN 327. 2d
IMPACT 38,S.F-.
2ON
I ! d Q nOj v V, OPEN WATER
k TEMPORARY ACCESS ~
IMPACT458S.F. ?Y
FqR? `.
INV IN 327 ! ?` J/, ,' ? ZONE I
\ 1 y> / ' ' / o OPEN WATER TEMPORARY ?. (`
! \ TEMPORARY UTILITY ACCESS .Po0A `
ti.
IMPACT 890 S.F. IMPACT 734 S.F.
?/ ?. ,
(q N
ZONE I
TEMPORARYACCESS kFFp??.
IMPACT497S.F. F`4
ZONa2 \ ZONE1
/ TEMP; UTILITY TEMPORARY UTILITY
I ! ZONE 2 IMPACT, 355 S.Fi \ IMPACT 604 S.F.
PERMANENT ROAD V
IMPACT 248 S.F. \ \ \
ZONE 2
t `O,b Oy C9
` TEMPO
t F ?; ¢
RAY ACCESS
t \ `IMPACT 1741S.F t. \ j F
A !! Pj2OPOSE? t 1 } i nib
l / \ S1 ORM DRA%AGE
t
i
PRQPOSED DGE
f ? f l ? V ? OF PAVEMENT
x ?? / \ \
' PROPOSED 12" t \ \
OIP WATER MAIN
335
?ROPOSSO
t
R ADWIDF<NING

IMPACT TOTALS
PERM. 273 ZONE 1 BUFFER
ROAD 1,334 ZONE 2 BUFFER
TEMP. r 1,984 ZONE 1 BUFFER
ACCES 641 ZONE 2 BUFFER
TEMP. U
F 1,635 ZONE 1 BUFFER
UTILITY F
. ,
735, ZONE 2 BUFFER
TEMP. S.F. 458 ROAD
OPEN
WATER S.F. 890 UTILITY
( aoGroup) Inc Revl51on5: WEAVERS POND SUBDIVISION
.
?'?"'-? 8126105 PIPPIN ROAD WIDENING
LAND USE EVALUATION 9123105
CIVIL ENGINEERING 40' 0 40' 80' 10126105 CROSSING #1
CONSTRUCTION MANAGEMENT
1051 P Vacs (9 (91119) 9) Hill Road, Frt 201 Apex, NC 27502 ZEB U LON, NC
Va 367--879 8790• Fac [phone] SCALE: I "=40' (Horiz.)
?'; is} \? j l f 0 ii Z ``1 i '1 Z m II ?' r
;, ` Z I ?S rt N t? is / \
S t 1 ( ? tt / t ? r
? ,'!)?i st?t \? /l? /'? / ? / / ? ? i 'i tt l ?NJ • G S ? ,? i r'r ' / f m
1 1 3 /// 1 3 0 2r'/ f ,x??? ,../? ,? II? V D 332.42
INV OUT ? / ? ? ?' x v ? ?RGP ?NV fiv ? , ! \
j it 4 ' rr r 1 RGP '? `? o IN
32A83 \ ! / ~
p
? .-- ....• ? /?, ".rf'u' ° N??' ?? [k` /?!1 llr Y?Y ? ?"f 7 '•'r J •r'" ? 2 y
?r<~r i r •f'`. ?''?"+,-f
I
.r l.r ?_r ':"LI J}>?q••" fv?) N3?. •.! ":1 r r w i / O
I€ i I F J W01 0
r _-
r"•• r r EXISTING EDGE r' / 0 N
OF PAVEMENT] i m
EXISTINGCiNTER
/ LINE OFFtOAD
/ I
f! / /?/ ff Jf `t I ?f I , I 1
{ 1, f 1 IK\
Coe Group, inc Rev&on5: WEAVERS POND SUBDIVISION
:
10/26/05 EXISTING PIPPIN ROAD
LAND USE EVALUATION
CIVIL ENGINEERING 40' 0 40' 80' CROSSING #2
CON5TRUCTION MANAGEMENT
1051 Pemberton Hill Road, 5uite 201 Apex NC 27502 ZEB U LO N, NO
Voice [phone]. Fa. (919) 367$791 SCALE: I "=40' (Horn.)
?lt '?i, \ 1f rf / i ?N ?
` f 0
\ \ i
1 ZONE 1 TI
i 'i \ I x I UT141TY 111
'( 's \ ZONE 2TEMPORARY
` r 1
t UTILIT? IMPACT 401 S.F.
}t i ` +t I I
,S .t ! I j e
i f E
i t
s t ? /
1t
pRO?SEA%N
N /
<i /
4 ', 1I
ONE 2
't EMPORARYACCES?
ZONE1 IMPACT210S.F. o0o J
PERMANENT ROAD
ZONE 2 IMPACT 2 S.F. t v v
PERMANENTROAD
I IMPACT 190 S.F. INV OUT 3 f 0 '

PERMANENTROAD
IMPACT 369 S.F. -
.Ob
NWP p1pEg x ;s?,;x ?}NGIN
ti NOgd" RGP _? ??
ROp05
/ ONpll9tl 01,47"'.332:42
Kcr
ONE2 \
3 63 s /
RRERMANENN20AD /
II?P\ACT 141 S.f ;
'--ZONE 2
TEMPORARY UTILITY
IMPACT 382 S.F.
'r V" - ZONE2 ON
PERMANENT RO 4
TEM

r IMPACT 135 S.F.
/ 1
(IMPI
r -- ZO
r /r 1 NE 2
N
-TEMPORARY ACCESS
IMPAC
{, 0
T 129 S.F. m
ZONE 2
TEMPORARY UTILITY

IMPACT 434S.F. I
/
f /J 1 f 1 l
t

%.,. 1

Co6 Group, inc.
LAND USE EVALUATION
CIVIL ENGINEERING
CONSTRUCTION MANAGEMENT
1051 Fermberton Hill Road, 5mte 201 Apex, NC 27502
Voice [phone]- Far [phone]
40' 0 40' 80'
SCALE: I "=40' (Honz.)
ILITY '
0
r
Revisions:
8126105
9/14105
9123/05
10126105
ZONE2
TEMPORARYACCESS
IMPACT 59 S.F.
ZONE1
TEMPORARYACCESS
IMPACT 764 S.F.
IMPACT TOTALS
TEMP. S.F. 1,518 ZONE 1 BUFFER
ACCESS S.F. 518 ZONE 2 BUFFER
PERM. S.F. 2 ZONE 1 BUFFER
ROAD S.F. 835 ZONE 2 BUFFER
TEMP. S.F. 2,699 ZONE 1 BUFFER
UTILITY S.F. 1 619 Z E BU FE
WEAVERS POND SUBDIVISION
PIPPIN ROAD WIDENING
CROSSING #2
ZEBULON, NC
40
DER N ZONE2TEki RARY
UTILITY IMPACT 402S.F.
J
'0 ARY ' l 1 \
CT {,339 S F. /
/ \.
J
/
z I i ZONE 2-
:ONIJE PORARYACCESS'--
/ IM03.f. Z2 2
I 4
IZONEI
'TE t
0 (tYAC?ESS 0
IMP T S.F.
t ? F
4
v
j i \ \ ' 1 ? ,r'
\ ?.. ZONE 2
TEMPORARY
\ \ ?. ACCESS ,. r
\ `I ZONE 1 IMPACT 236 S.F.
1 \ TEMPORARY
I \ ACCESS
i IMPACT 715 S.F-- r °
\ 0°
C vv
v
1 \\?/ /// 60 / °v
Ile,
°
SREA MM °
RIP-RAP
i \\ IM?OT32L.F. vv
? vv
vv
? E1x v o
\ \ °v v
-AV
0
/ ZoN?l o°
=M o ROAD 00
1812 S.F.
p i a0? ? I
t,
ZON : !
PERMAN OA
)OPACT , ' S.F.D I !
/, rE 1 i
,?ttMANENT*ROAD r
/ J? PACT 6,7,E1 S.F.
lilt 111
! f
PERMANENT ROAD /
STREAM /
I?IPACT110L.F. /
till I If till Ai,
1 J
I I/ 1>?
1
1 ?
r 1 ?
f t1'0 i iJ I ( r
ZONE 2
10'TEMPORARY I
ACCESS 1
1 \ 1 IMPACT 216?.F. i
1 I ?, r
t t ! 1, I
10+00 11+00 12+00
SCALE: I "=50' (VERT.)
C6 Group? Inc. WEAVERS POND SUBDIVISION
.
8/26/05
LAND USE EVALUATION 9123/05 ROAD D
CIVIL ENGINEERING 50' 0 50' 100' 10126105 CROSSING #S
CON5TRUCTION MANAGEMENT
1051 Pe Hill Road, 5uste 201 Apex, NC 27502 Z EB U LO N, N C
Voce ce (9 (91119) 9) 367.8790- - Fax Par [phone] gCA?; I °= 50' (hOPIZ.)
IMPACTTOTALS
PERM. S.F. 3,973 ZONE 2
ROAD S.F. 6,731 ZONE 1
L.F. 110 STREAM
TEMP. S.F. 715 ZONE 1
ACCESS S.F. 452 ZONE 2
RIP-RAP L.F. 32, STREAM
350
348
346
344
342
340
338
336
334
332
330
328
DATUM ELEV
325.00
0
0
co
Q
IMPACT TOTALS
TEMP. S.F. 1,934 ZONE 1 BUFFER
UTILITY S.F. 1,259 ZONE 2 BUFFER
L.F. 30 STREAM
a z
r, w
d 3
Y
F W ! t t F F F E \ ?? V?\, f i? S ?l -1 1 ..-...._ •
zov,
EXISTING
F WETLANDS ! t P F t F w ZON w t •? _ //t \ \ I\ /? `?
F w RopFR WEI?VERS PQND , e, w ! `, , _. r f \? ZONE 2 \ I
F E F F ry4A1F PHASE 1 w w ! ? ~ \ 7 \ TEMPORARYUTItITY
F ! ?x.1 IMPACT- 602 S.F.
lb
k E F \ E E w F E •\ ?? ? i\ / i t
E ?F . E E F ?E • 4.. ?F NE??/ E F FR M _ / ; ? ;I
E F F ? F \ TEMPORARY U?ILITY
F F F F ZONE 2 F E IN1 T 30 L.F. \ ( \
50' NEUSE RIVER BUFFER 100 YEAR L \
FLOODPLAIN ZONL 1
4 - --? TEMP RARY UTILITY v, A ' \
SSMH#23 IMPACT - 1,934 S.F.
ZONE 2-
?i
RO P 0 SEO \ TEMPORARY UTILM
F !
7C __ -? p
SgNITgR? \ IMPACT • 657 S.F. \ \
NIF NIT \RMglp \ \ .
IR EDDINS BLAIR EDDINS J `? \
__?SMH#24 a
M1
66 RCV151on5: WEAVERS POND SUBDIVISION
Group, inc. 6!26105
9123105 SANITARY SEINER MAIN
LAND USE EVALUATION 11110105
CIVIL ENGINEERING 50' 0 50' 100' UTILITY IMPACT MAP #2
CONSTRUCTION MANAGEMENT 7EB RU LON, NC
1051 Pe berton
9) NIII Road, Smte 201 Apex, NC 27502
Voice ice (9 (9119) 367-8790- Fm [phone] SCALE: 1 "=50' (Horiz.) Z

A
\,,
t
r'
t
i
t

C6 Groupp Inc.
LAND USE EVALUATION
CIVIL ENGINEERING
CON5TRUCTION MANAGEMENT
1051 pembedon Hill Road, 5wte 201 Apex, NC 27502
Voice [phone]- fa. [phone]
40' 0 0 40' 80'
5CALE: I "=40' (Honz.)
IMPACT TOTALS
PERM. S.F. 3,889 WETLAND
ROAD
RIP-RAP S.F. 384 WETLAND
,r
r r
C33
? i
j .
f
1
Revivon5:
9123105
10125/05
WEAVERS POND SUBDIVISION
ROAD "C"
WETLAND IMPACT MAP #1
ZEBULON, NC
\ IMPACT TOTALS
TEMP. S.F. 4,141 ZONE 1 BUFFER
F
UTILITY
I S.F. 3,069
• -"? _w ? F _ 2 BUFFER
....... S.F.17,274
\ WETLAND
L.F. 65 STREAM
?2 y
y \ ?
zo,
. I 7 y
/
rEM O \ s # '1.55/ i / / ,'" r,. i F_.._ _ _.w F ? ? F \?? \ /
IMP Ct. UTILITY / i / / / r ? - ! ? ? \ ? \ \\?\\
I ?Gs?? j 1 EXISTING PQ 7" IU / r ` F ? ???NDS ??J?? ?1?? F ` ? F F ` Fmm • ...a t\ \??\?? ?`
r ?Cj1,9S!p?Y ? ? ? 4? 1O F / (G? ? ? '? _- 1 :'?\\l \
f j' f Jl r'/? ? ? ` i ? ? k?OO?? ? ?g?\?GG? ? ? F 0NE1 ? ` 1 ?a% +!\; \\???
N \
j ..
i f (? I ? ' j? \ . ? ' ` i ? ? ? 50' NEUSE RIVER BUFFER ? `? / i? ? , \
i f ? i AF E ? F ?
I r,, nj i ? AEAVERF i ` ? ? ? F F J d r?
i
Q 1' ? ? pROp F??' #6 OND F 1\ F _ E ?
ONE2 F ? ? 6Rn, ? H E F ? i v
7' 0 t F ? CINF ? F F F i F F* ?
I ?I I i? IM i
PAC AI2YUTIU ?_ I i F F F i. _ ` i ? F ? ? F?•F ?
I y 606S.R ? ? ?\ ? F ? .?
/ Q / i I` I i? `? ,F F F W ?STInIC, i ? ?'\ F ? F F
?74
d y /t 7qM F F F ? F F i DS F F F
0 PORARY ? ? ? F ` x\x ` ? ? \i H i
A`CT- F ? ? ? 2 F \x` F ? ? ?
r 4 ? / 34lF ? : / ? F F F ^0ME ?? x\xi ? pROpF i . F .
Un
I 32C 1?1 f 10 '%i'15 F i • ' ?''' F ` ? ` ? ` \ , ` \? ? ` ?4H? wE VERS F
? tioa? \ F i VASE AQND
10P YEAR i i ?I F' F F ? j "\ ? F
I f r ? i / i FLOODpi IN ? F ? E ` `, 50' NEUSEPIVER UFFER ? ` ? ?` ' i ? ?, i i F
3?5 ` ` " ` ? ' \ ?i i
f F t h° ss N at ?a Yn4 a ? z s sM -2 ? i i _ . ?i
f /" ? . ? + k: ?? ' ' ?i 3 to •a F 6 - ` F??:' c b X 4
f' ( F F F F W#7.
-040 f ?
1 J NE ? IONE2 ? ? tEMP ND ? ? ?
20 `
11 tEM J F
{ F TEMPOR ? ORARY
UTILI
/ I ' PQ,,,?(p ARY IM qC
IMPq Lny--- 11, S•F
/ ? 20 IMPq' RYI(ITILIT1? F NIF
f j? fl ?/ ? MPOR C?t 2'185S.F.7? ' 9)S.F.
tE
-ty
? , ? i IMPS .600gpILi BLAIR EDDINS
G Group? inc Revisions: WEAVERS POND SUBDIVISION
.
6126105 SANITARY SEWER MAIN
LAND USE EVALUATION 9123105
CIVIL ENGINEERING 50' 0 50' 100' 11110105 UTILITY IMPACT MAP #1
C01\15TRUCTION MANAGEMENT
1051 Pemberton Hill Fax 201 Apex, NC 27502 ZEBULON,NC
Voice (9 (91119) 9) 3G 67--8790. [phone] SCALE: 1 "=50' (Horiz.)
f i -
'IN -, 1- 4 X406 _ _.
BOTTOMLESS CULVERT
STREAM„
\ 110 L.F. Ir
ZONE2 1
TEMPORARY
\ ACCESS'-, ZONE1 IMPACT 236S.F.
TEMPORARY /
ACCESS
IMPACT 715 S ;,F.
00
00
/ / do ? o v
,(/ vo
/ v v
_ _ vv
vv
-AV
v?\ ZONWi
PERM NT ROAD /
? IMP 1872 S.F.

0
/T
0 )
1 ZONE2
e l /1, 10'TEMPORARY
J ( ACCESS f
f IMPACT 216/S.F.
I I ?
1
a. r )
C6 Group? Inc.
LAND PLANNING
CIVIL ENGINEERING
CON5TRUCTION MANAGEMENT
11000 REGENCY PARKWAY -5UITE 410 CARY, NC 27511
Voice (919) 3G7-8790- Fax [phone]
r
1 '
r
2?
1 1 /j
/ f
Q
F
I
II/
)t?
l?
tt
t
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'ROAD
IS.F. i E
IANENTROAD
31 S.F
?T6Y
/ 350
348
/ This 3plate arch stmctule assembles nicety into the
slotted concrete footing 346
Table 6-Arch lkt .2-'A
14 "M T.- IA s>nar. a w pt?+M (PL4r) l 1114 wu Sbuak"' nbe
k9row Nkw TWIN r7444? TOWN 344
5;0 1-9 es 31.75 a6 8 5 14.0 48 91.25 .33 22 is
2.3 8.5 30 5-7 8800 AO 24 13
2.7 ,DA 00 7a84.25 .0 2B 13 342 sme a.00 .52 28 1.10 73 40A0 a0 9 6
2.4 , 01/ 37,25 .38 19 6 160 100910 31 23 14
29 1A6 11 6 93.50 As 26 ' 14
3.2 3699 s2 12 . b7 91.m 27 14 340
7-0 2a 4525 .34 11 7-0 900D .49 29 14
2.10 143 43M AO 12 7-0 90.00 52 3D 14
17s 4199 AB is a 16-0 10600 32 25 14
.. 2.811 /203 150.4ZW .52 14 59 ? 13 1 . 82 7&3 9925 39 27 14
gp 7-1 W2 9676 A4 29 14 338
3-4 202 48.76 A2 14 7 7.11 989 9600 A9 31 14
4.2 21.4 48919 a2 16 7 1062 9800 .52 , 32 14
9-0 2.11 19.1 MW 33 44 1 17.0 as 686 114.26 31 25 18
8.10 263 64.50 A3 16 6 63 , 77.9 107.00 37 28 18
4.3 p 90 10 18 6 74 OU 1IM25 AT 32 'a 09.60 A2 30 16 33f
10.0 46 1 ? 18 9 610 18.7 10200 s2 34 18
5.21 a0 42 20 9 18.0 68 74.8 11&76 32 28 17
14-0 3-0 1 76 32 17 10 88 89.9 11200 38 3D 17
68 .60 .41 19 10 7.8 100.6 10926 A9 92 17 33?
m s2 22 10 6a 118,8 10&25 AT 34 17
12-0 4•? 46 a4 19 11 9.11 12&9 10&00 zo 35 17
4 25 .42 21 11 190 84 8&9 12&50 38 30 fl'
63 10 9?2 31 N1 1827 11&00 As 32 17.k
331
19-0 6600 3D 22 12 so 1'3&2 114.25 Aga 38 17'.
5.11 .25 46 24 12 1407 114.00 .60 37 17 .
169 .00 .52 26 12
331
Notes /
coml crests are subject to manulachving tolerances- 321
rqlation 9"(9511").
e WB onP3ge13,Tabk&
4d.t..ft-
4.Rebdaningriblength ,g? For S' through b' span, useiype9ribonly.
5.?h1ee aluminum receiving angle Is a separate item-
Arch shapes shown are11ingleradius with arlsefspenratio ot0.3Uargreater- Structures with 321
rtse/span ratios less than 0.30 are not typlrally used due to structuralenusideratl0s.
Concrete Footing with Angle slotted concrete Footing
?80° 3Nrrhmxiia ei++q fv
optww (rout ?.
?p (paRia DCmmte trivet 4raewk rt Note:
?Y71x .,.. I MaintainenOUgh clearance
between the rebar and
a." .a > ,• - alun4num to avoid galvanic
corrosion.
1 , Hook Bass 0 IV
Revl51on5:
8126105
9123/05
10126105
1106106
IMPACT TOTALS
3,973 ZONE 2
6,310 ZONE 1
0 STREAM
M 715 ZONE 1
452 ZONE 2
PP LL. 0 STREAM
PRO OSED
EXISTING
GRADE
.........._..-_..... .......
PROP ED
L
85 LF ARCH CULVERT
PROPOSED
U ....-Ma N
• ..........._ ................. ............ ;......?
DIP,SANITARY....._.._._LQ__ _........__.
I .............?.._.
SEWER
i
? I
...._...... ..........._.............__.._............................._ .........
o a o 0 0 0
C) 0) 0) Go
M co co co M
co co
co CIO M co
I __j
10+00 11+00 12+00
SCALE: 1 "=50' (HORIZ.)
SCALE: 1 "=5' (VERT.)
WEAVERS POND SUBDIVISION
ROAD D
CROSSING #3
ZEBULON, NC _

This 3plnte arch structure assembles nicely into the
slotted concrete fooft
Table 6 - Arc h Details(lxm
A}IMOx. Md TOMN Approx. New TOWN
t
R*4 WM
RBI Ara
ift"i rafts
IN "an
buo
s
hwum
ram >17M
R+xl oar
R+17 AIM
ft FL) n/dIR
lk? SW
Raw
sbv""
MR
610 1-9 88 31.75 .35 a 5 14-0 48 46.9 9625 a3 22 13
2.3 88 20,26 .M 9 5 5.7 88.4 98110 AO 24 13
2-7 10A 30.00 152 10 5 Bd 69.8 8426 AS 26 13
8e 1.10 715 4UQ .69 9 6 14 80,8 94x8 82 28 13
24 102 3726 38 10 6 1" 48 50,0 100:80 a1 23 14
2.9 128 .3826 .48 11 5 fib 82.8 93.60 .38 25 14
3.2 149 3080 82 12 0 8.7 70.1 9180 A4 27, 14
7-0 24 129 4626 .34 11 B 7-5 888 saw AS 2B 14
240 148 43.00 .40 12 B 741 9215 90410, 152 20 14
3.3 1715 4280 .40 13 8 1" 63 BOA 105M a2 25 14
a0 203 42.00 .52 14 8 e-2 73.3 9825 a9 27 14
80 2.11 178 BOLO as 13 7 7-1 602 98.76 A4 29 14
34 202 411.75 .42 14 7 1.11 958 9840 A9 31 14
4.2 204 48.00 52 16 7 83 1082 98,00 82 32 14
00 2.11 19.1 69.00 M 44 B 11-0 6.3 638 11116 a1 28 18
3.10 28.3 6480 .43 is B 8.3 778 107.00 21 28 19
4-8 33A 54.00 .69 16 8 7.2 41.7 18380 A2 30 18
100 36 253 64.00 35 /8 9 8-0 '1062 10025 A7 82 18
4-5 334 6080 44
. to 9 o-10 1187 IM-00 82 34 16
5.2 412 60.00 69 20 9 18-0 641 748 118,76 a2 29 17
11& 341 278 72.78 .32 17 10 68 689 11260 as 30 17
49 3B8 67150 Al 19 10 741 1005 16925 A3 32 17
68 408 86110 82 22 10 8-0 1188 70856 47 34 17
12.0 4.1 35.3 77,60 34 19 11 8.11 12U 108,00 80 35 17
60 484 73,25 .42 21 11 190 64 as.9 193.50 a3 30 17'
53 18.3 12,00 82 24 11 74 102.7 118.00
2 a6
A3 32
34 17 .;
17^
13-0 44
4 38.1
4&9 88.50
&450 at
a9 20
22 12
12 8.2
90 1180
1331 115.
5
114.25 AB as 17'
6.11 698 7825 AB 2/ 12 95 140.7 110.00 80 97 77 .
60 8915 78.00 .52 28 12
Not"
1. N=&625' (9 r/e).
2 Dimensions to iluideeornlgatlon crests are subject tomanufacturingtelerances.
3. Ta determine proper gage. use infanpedon on Page 13, Table &
4. Reinforcing rib length, If required. ForTthrougliVspan, useType srihonly.
5. The ahNNnum receiving angle Is a separate item.
6, Arch shapes shown are single radius with a rise/span ratio of 0.30 or greater. Structures with
rWapan ratios less than 030 are net typically used due to structural comiderations.
Concrete Footing with Angle Slotted Contmete Footing
312'x3' LM • CYmgafedAtmun
9B'Nuriunlboa+'r9Nda" „d r -
."12 a9mnYeonad66naA OmadetT gl NOW:
?x ! a: F Maintain enough clearance

,
M
- between therebarand
a 3 aluminum to avoidgahaNc
314,GOW1md
.*t HoakBdgal6'e&-
i° corrosion.

t eMleklachgel udk?ipmnd6are?. a
e•
]I
?47dkas. H- =san
Ce Group) inc.
LAND PLANNING
CIVIL ENGINEERING
CONSTRUCTION MANAGEMENT
11000 REGENCY PARKWAY - SUITE 410 CARY, NC 2751 1
Voice [phone]- Fax (919) 3G7-8791
IMPACT TOTALS
S.F. 3,973 ZONE 2
ROAD S.F. 6,310 ZONE I
E L.F. 0 STREAM
S.F. 715 ZONE 1
S.F. 452 ZONE 2
RIP-RAP L.F. 0 STREAM
350
348
346
344
342
34(
33f
33(
332
333
331
321
321
FEB 1 4 2006
10+00 11+00
SCALE: I "=50' (hORIZ.)
SCALE: 1 "=5' (VERT.)
Revi5ion5; WEAVERS POND SUBDIVISION
ROAD D
CROSSING #3
ZEBULON, NC
s

.1
YA

a,•

This 3plate arch stmcttm assembles nicely into the
slotted concrete looting.
Table 6-Am h Details52A41
App- RISW TOW N
TOW me Now TOW N

DI-J Rae
(F•44 Area
lea 4..i Remw
oM Span
Re9e
B
ava?.
rmw
tr'ti 0.W Rim
(FL4nj Ar
n n
lea R.) Re19ue
nW Span
Raw
stme0ee
FOR
60 1.9 65 31.75 .38 a 6 14-0 4.8 46.9 91.25 .33 22 13
23 89 3025 .44 9 5 5.7 58A 8100 40 24 13
2.7 10A 30.00 .52 10 6 80. 89.5 84.26 AS 28 13
63 1.10 79 40.50 .30
• 9 6 73 80.6 84.00 92 28 13
3725 .38
24 102 10 6 15-0 4-8 no 100.50 91 23 14
2.9 129 30.25 .48 11 6 68 82.a 93M 98 25 - 14
3.2 14.0 30..00 62
. 12 a 67 -74,7 91.0D .44 27 14
7-0 2.4 120 4625
34 11 a 78 589 90.01) .49 29 14
2.10 14.8 43,00 .40 12 8 7-0 929 9000 52 30 14
33 119 42DD .46 13 a 18-0 63 510 10100 .32 25 14
9 B 20.3 42.01) .52 14 a 62 73.3 9825 90 27 14
a0 2.11 11.0 6090 .35 13 7 7-1 882 9175 .44 29 14
3-4 202 48,76 .42 14 7 7.11 984. Moo AS 31 14
4.2 284. 48.00 .62 16 7 83 1052 8100 92 32 14
9-0 2.11 19.1 594.0 93 14 8 17-0 53 636 11425 91 .:. 26 16
3.10 263 5450 .43 1a 8 68 77.9 107.00 .37 28 18
48 33A 64.00 .50 19 6 7.2 91,7 10350 .42 30 19
100 38 269 94.00 .35 16 9 60 '1052 10225 AT 32 19
43 33.3 80.50 .44 16 9 8.10 1117 10200 .52 34 16
62 412 a0.00 52 20 9 18-0 5.9 749 11175 .32 28 17
11-0 38 278 7276 22 17 10 69 Boa 11250 98 31) 17
4-6 389 6750 .41 19 10 7-8 1045 10925 .43 32 17
58 499 69.00 .52 22 10 88 1189 10825 47 34 17
12-0 4.1 352 77.50 14 19 11 B-11 1259 108.00 M 35 17
5-0 45A 7325 .42 21 11 19-0 64 86.9 12350 93 30 17
63 59.3 72,00 M 24 11 7.4 1027 118.00 98 32 17 ..
13-0 4.1 311 8150' .31 20 12 62 118.0 11126 ,43 34 17-x`
5.1 489 8150 39 22 12 90 1332 114.25 .48 35 17
611 59.3 7125 .46 24 12 9.5 140.7 114.00 .50 37 17
69 99.5 78.00 .52 26 12
Larger sizes ar e availa ble. Coiltac i your •
Notes
1. N =9.625• (9
2. Dimensions to inside corrugation crests are subject to manufacturing tolerances.
3. To determine proper gage, use Information on Page 13, Table 8.
4 Reinforcing rib length, if required. For 5' through 9 span, use Type 11 rib only.
5. The aluminum receiving angle is a separate item
6. Arch shapes shown are single radius with a rise/span ratio of 0.31D or greater. Structures with
dWspan ratios less than 0.30 are not typically used due to structural considerations.
Concrete Footing with Angle Slotted Concrete Footing
9'Mz9' ° Ale
0oini?ReO""I"'"11
Al Y*4 P"a&hvko%% in-Shrink
GMA
!12 optladCwaelelamt cow wn Note:
z r .. f Maintain enough clearance
between the rebar and

t
310.' GWvwdzed
N i
D
p aluminum to avoid galvanic
.
.:. Hook Bata 18'0
1 .
1Rr . corrosion.
.
. .

Sim
""4 relnfpdn9 of
li
I
a•
u
and b"ngg cm
byod c
bms «- --son
aYWe&
350
348
346
344
342
340
338
336
334
332
330
328
326
1p
tV
M
IMPACT TOTALS
PERM. S.F. 3,973 ZONE 2
ROAD S.F. 6,310 ZONE 1
L.F. 0 STREAM
TEMP. S.F. 715 ZONE 1
ACCESS S.F. 452 ZONE 2
RIP-RAP L.F. 0 STREAM
ROPOSED
WAD FILL
A CH CULVERT
EXISTING \ - - - -
GRADE-
" DIP SANITARY S ER MAIN
7
M co
10+00 11+00
SCALE: 1 "=50' (HORIZ.)
SCALE: 1"=5' (VERT.)
ReV1510n5: WEAVERS POND SUBDIVISION
Group, inc.
ROAD D
LAND PLANNING
CIVIL ENGINEERING 50' 0 *50' 100' CROSSING #3
CONSTRUCTION MANAGEMENT
11000 REGENCY PARKWAY • 5UITE *10 CARY. NC 2751 1 Z EB U LO N, NC
Voice (919) 3G7-8790- Pax (919) 3G7-8791 SCALE: I"= 50' (Horiz.)
z
n
CO n o
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f, C 7
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O n ?
w
m
n
b
H
O H N
(D
r d
r w
tY
r (D
0
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SOIL & ENVIRONMENTAL CONSULTANTS, PA
NC Division of Water Quality
Tran # Invoice Type Date Reference
8969 111505 Invoice 11/15/05 8713.W1
Date: 11/15/05
Balance
$475.00
NOV 1 6 2005
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
000670
Check Number: 670
Check amt; $475.00
Discount Pay Amount
$0.00 $475.00