20031552 Ver 1_COMPLETE FILE_20030128

THE WOOTEN COMPANY
E N6 I N EE ti I NG PLANNING !. AHCHI7 EC'fURE
120 North Boylan Avenue Raleigh NC 27603-1423
919.828.0531 fax [phone]
TO: Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
WE ARE SENDING: ® Attached
? Shop Drawings ? Prints
? Copy of Letter ? Change Order
:'ASS UED
TRANSMITTAL
Transmittal Sent Via:
? Regular Mail ? Fed Ex ® UPS
? Certified Mail ? Courier ? Pick-up
DATE: 12/5/03 TWC No.: 2694-AX
RE: Holly Springs High School
Sewer Crossing of Wetlands
Holly Springs, North Carolina
? Under separate cover via the following items:
? Plans ? Samples ? Specifications
? Other
COPIES DATE NO. DESCRIPTION WETLANDS/401
7 USACE Permit Material for Nationwide 12
2003
WATER
'Al IT R
-r
-

THESE ARE TRANSMITTED as checked below:
? For Approval ? Reviewed ? Revise and Resubmit
® For Your Use ? Rejected ? Submit Copies for Distribution
? As Requested ? Corrected ? Return Corrected Print
? For Review and Comment ? Other:
? For Bids Due [ j ? Prints Returned after Loan to Us
REMARKS: The sewer crossing across the jurisdictional wetlands requires a Nationwide permit. It
our understanding that this permit is covered under a general permit and no written
concurrence from DWQ is required. Therefore, this submittal is simply a courtesy copy
for your records.
trust the above information is sufficient; however, if you should any questions or
require information, please do not hesitate to contact us.
SIGNED: G'7
W. Bri n Johnson, P.E.
COPY TO: Mr. Jerry Bradley - Wake County Public Schools
Mr. Hal Bowen, A.I.A. - Cherry Huffman Architects, P.A.
)UP
ON
If enclosures are not as noted, kindly notify us at once.
THE December 5, 2003
W 0 OT E N Ms. Andrea Wade
COMPANY US Army Corps of Engineers
Raleigh Field Office
6508 Falls of the Neuse Rd., Suite 120
E N G I N E E R I N G Raleigh, NC 27615
PLANNING
Re: Pre-construction Notification Application
A R C H I T E C T U RE Holly Springs High School
Holly Springs, North Carolina
TWC No. 2694-AX
Dear Ms. Wade:
On behalf of Wake County Public Schools, please find enclosed for your review the
following items regarding the above referenced project.
• Pre-Construction Notification Application
• USGS Quad showing location of wetland crossing and project site
• Construction drawing (A portion of Sheet C 108) showing the wetland
crossing
• Wetland location survey map
• Letter from Soil & Environment Consultants, PA dated April 3, 2003
concerning the wetland delineation on the project site.
• Letter from NCDENR dated June 27, 2003 regarding Neuse River Basin
Buffers on the project site.
This project includes a gravity sewer crossing of wetlands. This crossing is the only
wetlands disturbance as a result of this project. Please be aware that this crossing is an
aerial crossing. In the layout of the sewer alignment, we chose to cross the wetlands at
one of the narrowest point to minimize the disturbance. The construction corridor width
has been limited to 30' across the wetlands.
I trust this information is sufficient for your review; however, if you should have any
questions or require additional information, please do not hesitate to contact us.
Respectfully,
THE WOOTEN COMPANY
4
120 North Boylan Avenue W. Brian Johnson, P.E.
Raleigh NC 27603-1423 Enclosures: As stated.
919.828.0531 cc: Mr. Jerry Bradley - Wake County Schools (w/out enclosures)
fax [phone] Mr. Hal Bowen, A.I.A. - Cherry Huffman Architects, P.A. (w/out enclosures)
Division of Water Quality, 401/Wetiands Unit (w/ enclosures - 7 copies)
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Appucame° or °N/A .)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: Z
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Wake County Public School System - Jerry Bradley
Mailing Address: Facilities Building
1551 Rock Quarry Road
Ralei h North Carolina 27610
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: imbradley2wcpss net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: W. Brian Johnson P. E.
Company Affiliation: The Wooten Company
Mailing Address: 120 N. Boylan Avenue
Raleigh North Carolina 27603
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: bjohnson e thewootencompany.com
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Holly Springs High SchooltUwer Extension)
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 0648438948
4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From US Highway 1, take
Highway 55 Bus South into Holl?Springs, turn right onto Avent Ferry Road. Follow Avent
Ferri Road approximately 2 miles to Cass Holt Road. Site is on left at the intersection of
Cass Holt Road and Avent Ferry Road.
5. Site coordinates, if available (UTM or Lat/Long): 35 °37'42 " N. 78 °50'46" W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 92.57
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Basal Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: This site is primarily an outlying field. The land use in the
vicinity is residential farmland and outlXing fields.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: The
project consists o extending gravity sewer from a subdivision on the adiacent property to the
Northeast through the site across a low area (including wetlands) and to the school
building The Qravi!X sewer through the low area and wetlands will be an aerial sewer line.
This installation will potentially require a trackhoe and a rubber tire backhoe.
11. Explain the purpose of the proposed work: To provide sanitary sewer service to a proposed
High School in Holly Springs
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.
A_ iurisdictional determination was made on the on-site wetlands by the USACE. Please see the
attached Wetland Delineation Map that depicts the boundary of these wetlands. This wetland
boundary has been incorporated into our construction drawings.
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.
None.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7of12
1. Provide a written description of the proposed impacts: Clearingof wooded area across
wetland for installation o, f proposed aerial graviU sewer.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
1 Mechanized
Clearing 0.062 No 125 Forested wetland

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://hvww.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 3.5 acres
Total area of wetland impact proposed: 0.062 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
lease s eci )
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.p_ov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable)
- - - Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc. -
NIA

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
In order to serve the school with jzrav_ity sewer and avoid the installation of a wastewater pump
station the wetlands have to be impacted. However, the ravity sewer is proposed to cross the
wetlands at one of the narrowest sections nearest the school to limit the amount of disturbance.
The sewer will have to be aerial across the wetlands due to the existing topogLajphy.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at htip://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
.t
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify V
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12

If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Wastewater will be disposed through gravity sewer that ultimately discharges at the Town of
Hol y Springs' Wastewater Treatment Plant
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes E] No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
None.
' ///»/0
,pplicant/A t's'Signature v Date
signature is Valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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Revisions shown in purple and woodland compiled in FOR SALE BY U. S. GEOLOGICAL SURVEY
buildings are shown cooperation with State of North Carolina agencies from DENVER, COLORADO 80225 OR RESTON, VIRGINIA 2;
ndaries of aerial photographs taken 1984 and other sources. This A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILA
is map information not field checked. Mao edited 1987
11/18/2003 14:41 FAX
State of North Carolina
Department of Environment
and Natural Resources
Raleigh Regional Office
Michael F. Easley, Govemor
William-G. (Bill) Ross, Secretert____..
W+ ooc
WA
.
NCDENR
NORTH CAROLINA DEPAR'fN1ENT PF
- ---FK%nRONmEz4T ANo NsQURAL_RESOURGES
Division of Water Quality
June 27, 2W
Laura Gaw I ' _ -
}I, J U L '
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road ?' -
i
Raleigh, NC 27614 f .....: ..
Subject: Neuse River Basin Buffer Rules
NBRRO 03-144
Graham Wood Tracts
S&EC #03-7634
Holly Springs, Wake County, NC
Dear Ms. Gadd:
2003
This letter will serve as confirmation of the buffer determination made by S&EC at the subject
property referenced by the. Raleigh Regional Office as NBRRO 03-144.
On April 3, 2003, I conducted a site visit of features A & B, ponds 1, 2 and 3 involved in the
above referenced project as identified on the attached figures 1 and 2. It was determined that the features
shown on the Wake County Soil Survey and on the USGS Apex; NC Quad map could potentially be subject
to protection under the Neuse River Basin: Nutrient Sensitive Waters Management Strategy; Protection and
Maintenance of Existing Riparian Areas, Administrative Code T15A: 02B.0233 (NCAC _0233). Features
A & B are boot not subject. Ponds 1, 2 and 3 are all not subject. Feature C, shown on the Wake County
Soil Survey was not evaluated, off property.
This letter only addresses the applicability of the Neuse Buffer Rules. For information relevant
to 401 Water Quality Certifications, wetlands and other impacts to "waters of the state", please contact
the Central Office at 733-1786. (Note: if a 401 Water Quality Certification is needed, please be reminded
not to begin your project until the certification has been received.) Thank you for your attention to this
matter and if this office can be of any assistance or if you have additional questions, please do not hesitate
to contact us.
Sincerely,
Deborah Edwards
Environmental Specialist 1
cc: John Dorney/DWQ
Wake county
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
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Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.' Raleigh, NC 27614
[phone] - [phone]
Web Page: www.SandEC.com

11/18/2003 14:43 FAX
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11010 Raven Ridge Rd.* Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SartdEC.com
10/16/2003 13:47 9198562911 WCPSS ANNEX PAGE 01

,jolt & Environmental Consultants, PA
11010 Ravco Ridge Road • Ralefgb. North Cart gna 27614 • Pbone: (919) 846-59W Pax; [phone]
www,SandEC.com
Wake County Board of Education
Real Estate Services
Attn: W. Clint Jobe
1551 Rock Quarry Road
Raleigh, NC 27610
856,8288 (fax)
April 3, 2003
S&EC, inc. Project #03-7634
- --------- --- - -
NATURE SAVER" FAX MEMO
Re: U.S. Army Corps of Engineers (USACE) Site Meeting for verification of the
Wetlands and Waters of the U.S. for the property known as the Gtahm Wood Tract,
Holly Springs, Wake County, North Carolina
Dear Mr. Jobe:
On March 25, 2003, Ms. Aradr, ea Wade, of the USACE, and I reviewed the three ponds on
property and.the jurisdictional wetlands (see map). Ms, Wade determined that the
three ponds are not juriisdictionaL' It was also determined that the area °upstream"
of flags s271 and 37 is not jurisdictional. Flag s271 should de directly to s7 and the
flagged area upstream of this line should be deleted from the wetland survey map.
A wetland delineation Map should be generated for USAGE approval and putting,
The Wetland Delineation Map should include all of the information listed on the attached
copy of "Requirements for Wetland Delineation Maps."
Please call ifyou need further explanation.
Sincerely,
Sear, Clark
Attachments: 1) Survey map with eorraetions
2) Requirements for Wetland Delineation Maps
Charl2nAmm
Sm?osbom off:,
236 LePbiilip Coon, suite C 3817-8 rawndale Dive MGkMLWJQL
Concord. NC 28025 Ztmosboro, NC 274.15 622 Coon Moanraitr Lana
Phone: [phone] „_ _. _ . Tavlorsv7le. Kr 2w t
10/16/2003 13:47 9198552911
PAGE 02
av2A or rn.vlrommenta1 Consultants, pA
11010 Raven Ridge Rood • Raleigh. NMh Carolina 27614 -• Phom- [phone] - Fax- (919) 816-9W
www.SandMcom
WETLAA" DEA?TIQN MAPS
Rw4nd 3rnbs
1. Location of eaeb point (wetland flags & ehannel locations) 9r4 the map; including a tick mark, with a descriptive:
number (i.e. the anal flag number as hung in the Sold or sequential numbers assigned by surveyor for channel
locations). These points nerd to be legible in order for S&BC to nTify that all of our wetland flags and channel
lac Uens W6rc surveyed and connected propWy=
2. Listir? of each point's not•things and chitings (NC coordinate grid) or mks and bounds. If metes and bounds arc
used, wetlands must bs tied to a property comer or other knerm point and ties shown on the trap so dint the
survey could be rep)lcated in the future.
3. Closure of sal WWand boundaries rWWdM in distinct polygons and width of damials or liner wetlands labeled
as marked on S&EC Bags. 'l, QW wetland acreage should be medicated for each polygon and for the total aid;.
4. Property lines must be closed and amh property or parcel must be shown. Total property aeraw dnd total
acreage of jurisdietlonal wetlands and waters v„ithilu the evaluated areas should be listed. If any pad of the
property was not evaluated, the areas should be clearly ideatified and labeled.
S. Maps should show as least the property and vredand fines (tope lines are optional). The map should
include it vicinity map and be prepared on.-
1. Sheets no larger than 11=17*. If multiple sheers are used, match lines must be shown and there
must be overlap, And a master map of the whole site showing the sheets matched with each other
must be included.
- or.
Z. On any she sheer if a digital file is provided qft the paper copy in an A,utoCad 14 dr earlier
versign, •, along or Microstatiorr compatt'ble formst.
6. All Surveys must be scaled by the surveyor.
7. Map title should be "Weiland Deline&tion for project Narrtq,^
8. Map must have title, aorrh Airow, and bar scale.
9. The following corps 81gn offtitle block should be Included on the map:
"This certifies that this copy of this plat accurately depiets {hg bouodwy of the jotisdiodon of Section 404 of the Cl£ari Water Ad a:
Aetermined by the undersigned on 0& date. Unless thane is a Change in the law or our
Section 494 JlrrisdicUou nay be relied upon for a period not to C.%OX rave gulations this determimtion of
utilizing tale 1987 s of Pn ' years flan this dnw.fbpd re This determination was tQ ok
0MV gtnet:rs Wetlands DolineiWon Mantel."
Name:
Title:
Date.
10. The survey should indicate that wetlands were delineated by Soil & Enviyonmeoul Consultants, PA.
Contact S&EC if any difficulties in reap interpmtarioe ter, or if these instructions are not claw.
Rim
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VICINITY ~ VICINITY MAP (no scale)
CALLS ALONG WETLAND FLAGS
COURSE BEARING DISTANCE FH ~e wv
+ G~' s~ Holly
W-6 S OO°05' I I "E 20.22' s Nc NC 55 BY-PASS Springs
o ~ ~ FMMH P~'~ W-7 N 58 25 44 E 19.36 ~ c ss
W-8 N 00°05' 12"W 10.1 I' '
o ~ ~ GRAHAM H. WOOD GUY W-9 N 00 05 12 W 10.1 I
o ~ ~ D.B. 630 PG. 76 r AVENT f W- 10 S 58 36 07 E 19.36 AVENT FERRY RD
- N 89°54'48"E 16.5 I ' ° l N a ° W 11 4 ° A
- N 28°28' 19"E 34.53' / ~ w a2 o ~ ~ / ° °
W- 13 S 67 52 38 E 26.75 / ~ ° „ ~ ~ o o SI ~J uP ~ r ° SITE 1~2c~
W-14 S 58 36 08 E 38.72 G ~ / ~ ti ~ ~ ~~OLF
W- 15 S 39 18 56 E 13.05' ~e l7 s, ( ~ ~ ,lH ~ ~ ~ .e g P Q
W- 16 S 73 03 4IE 34.53' 0 /wv ~ ~ , ~ ~ -17 S 39° 18'57"E 13.05 6 F° < U
W ° ~ -18 NOO0513W 10.{1 ~ ~ u' W / ~
W- ! 9 N 39°08' 31 "E 13.05' up, up
, ~ ~ _ 70 ~ / GUY W 20 N 6 42 13 E 53.50 NOTES NOTES
o ~ ~ ~ / caty W-21 S 39 18 57 E 13.05 UP ~s
° ~ ~ / - 7 4 34.5 \ ~ W 22 S 3 03 2 E 3 ~ WETLAND WETLANDS DETERMINED BY SOIL 8
W-23 S 89°54'47"W 8.25' ~ ° ~ < ~'Q ENVIRONM ENVIRONMENTAL CONSULTANTS
W-24 S 73 03 42 E 34.53 FN F T ~ ° „ u'
W-25 S 58 3609E 19.36 ~ ° ' < o / ~ ~ FIELD LO{ FIELD LOCATED WETLAND FLAGS
W-26 S 67 52 40 E 53.50 G° ~
W-27 N 89°54'46"E 8.25' + < '0 ' ~ ~ < ~ ~ NOT FOR NOT FOR RECORDING
-28 N 89°54 46"E 8.25 i _ ~ ~ G o W „ < ~o CONVEYAP CONVEYANCE OR SALES
W-29 S 28°38 45 E 34.53 ,w < ~ ~cp
W-30 S 39 08 30 W 13.05 c+. o <~c ~ - N 76°08'53"E 42.49' ~ ~ ~ LEGEND w 31 ,A LEGEND
W-32 S 07°39'4 I "W 6 ! .22' R'w ~ Pis ~ ~s °
W-33 N 72 53 14 E 34.53' 24 N Z
W-34 S 73°03'44"E 34.53' ° ECM - EXI ECM - EXISTING CONCRETE MONUMENT
o ~ ~ ~ ~ EiP - EXiS W-35 N 89 54 45 E 24.76 ~ L-23 ~ EIP - EXISTING IRON PIPE
W-36 S 67°52'4 I "E 26.75' ~ o ~ EfS - EXIS EIS - EXISTING IRON STAKE
- N 67°4 ' I I "E 26.75' ~ Q Q Z ERB - EXi. W 37 2, N TP _ r. ERB - EXISTING REBAR ECS - EXISTING COTTON SPIKE
- N 39°08 29'E 26.10 Q CA~ ECS EX W 38 rn ~ , EPK - EXISTING PK NAIL
- N 8° '4 " 3 7 ' L-22 O ~ EPK - Exi 4U 39 5 25 0 E 8. 2 o „ J ~ -•J EN - EXlS EN - EXISTING NAIL
W-40 N 22 17 37 W 21.84 , o w ERS - EXI ERS - EXISTING RAILROAD SPIKE
W-41 S 47 30 57 E 44.83 - ~ IPS - IROr' IPS - IRON PIPE SET
W-42 N 44° 19'30"E 70.77' ~ _ ISS - IRON STAKE SET
W-43 S 39 19 0 i E 26. ! 0 ~ ~ " RSS - RAiI W-44 S 39° i 9'0 l "E 26. 10 o NS -NAIL RSS - RAILROAD SPIKE SET NS - NAIL SET
o ~ ~ O W-45 N 89 54 43 E 33.02 p ~ - P'ON~ PKS - PK
W-46 N 28°28' 14"E 34.53' ~ L 20 PKS - PK OR MAG. NAIL SET
° „ Z + °GUY RiW -RIG W-47 S 58 36 13 E 19.36 ~ GuY R/W - RIGHT OF WAY
° ~ Up CL -CENT W-48 N 39 08 27 E 13.05 CL - CENTERLINE
. ° ~ B.M. - Boy W-49 S 39 19 01 E 13.05 ~ rn B.M. - BOOK OF MAPS P.B. - PLAT BOOK
W-50 S 58°36' ! 3"E 77.44' T 0 P.B. - PLA M.B. - MAP BOOK
° ' CATV ~ ~ T8 ~ M.B. - MAi W-51 N C~0 05 18 W 30.33 0 o ~ „ ~ TB D.B. - D D.B. - DEED BOOK
W-52 S 00 05 18 E 10. I I TB SIB - SET BACK
W-53 S 15° 18'43"E 31.43' sB -SET EP - EDGE PAVEMENT
- N ° '42"E 8.25' L- I $ EP -EDGE W 54 89 54 BC - BACK OF CURB
-55 N 89°54'42"E 8.25' BC -BACK W MH - MANI MH - MANHOLE
W-56 S 67°52 44 E 26,75 ~ ° „ ELEV -ELI W-57 N 39 19 02 W 13.05 ELEV - ELEVATION
° , L-17 UP - UTILI W-58 N 58 25 38 E 19.36 UP - UTILITY POLE
° 4,~ 8 TP - TELE W-59 S 58 36 I E 3 .72 ~ M _ I TP - TELEPHONE PEDESTAL
- o „ I , " ti BSL M W 60 S 22 17 39 E 2 .$4 MBSL - MINIMUM BUILDING SETBACK LINE
W-61 N 39 08 26 E 26.10 ~ ~ E OHW - OVERHEAD WIRES •
_ ° , L-16 " POND " s ` ~ TB -TOGA N 62 N 39 19 03 W 13.05 ~ TB - TOBACCO CURING BARN
W-63 S 89°54'42"W 8.25' . " . o' W. S-257 ~ i SFD - ONi i 1 I SFD - ONE STORY FRAME DWELLING
° ` 3 FOM - FiBf W-64 N 58 25 38 E 19.36 _ ~ , O j ~ ° „ S 7 ~ 't 2 . FOM - FIBER OPTIC LINE MARKER
W 65 S 28 3$ 50 E 34.53 WELL • ~ _
- S 39°08'26"W 13.05' _ _ _ _ !lP ~ S- 12•'^`::..~ ~ '~~~.?S S 23 ( o w 66 ~ S 88 24 36 E o CATV E ~ _ f "E
W-67 S 28 28 13 W 34.53 BARN BARN D _ 11T S 246 oti:•~.,. ° „ TP H Fes, o `c F BARN w y ~ ~ ,
W-68 N 89 54 42 E 8.25 S - 14 ~ ti ~ r ~ s ~ 235.18 - 39° 19 03 39 I ,n i SFD P ~ S W, - . ~ ~ W 69 S E 6 ~ I2 W, N
° ~ „ - ~ 34 ~ a W-70 N 39 08 26 E f 3.05 ? ~ '•..o _ No a ~o
, „ BARN _ ~ •.,.S 203 ' ~ o J ° ~ S 32 ~ W-71 S 89 54 4 I W 8.25 ~ ~ t° ~ w~ _w
o ~ ~ LP TANK ~ oy ~ ~ t r. w ~ W-72 N 58 25 38 E 19.36 s''.., w
W-73 S 00°05`19"E IO.t I' F ~ ••...~~''`•6 ' h~~"'~ -
-74 S 73 03 48 E 34.53 ~ W \ T ° „ F S_60 c~ , 9 AS- 187 9
W-75 N 89 54 41 E .16.51 c.~•••--. , L-13 ~ c ~
° \ - ~ ~ - W-76 S 58 36 15 E 38.72 S 44 ~y~•.: , c ~ t ~c cn
W 77 N 89 54 4IE 24.76 E E L f 2 ~ ~ S-175,. S-175-., 3
W-78 S 67°52'46'E 26.75' E E-E--._..._. F ssz~''~~~.., , E E ° - E E
W-79 S 58 36 16 E 19.36 L I I oHw E E uP + `o
W-80 S 67°52'46"E 26.75' ~ o ~ ~ F WETLANDS AREA _ . ' ~ W-81 N 89 54 40 E 24.76 L-10 \ S 83~ ~ ~
W-~82 S 73°03'49"E 9.63' ~ F 3.5 ACRES ~ ~ MABLE 0. HOLLAND
° ~ „ \ W-83 S 17 22 33 E 63.03 L-g F o ~ TRACT I
\ti~ W-84 S 22 07 OI W 8.40 B.M. 1972 V. 2 PG. 150
° „ ~ q L_g F co W-85 S 39 08 25 W 13.05 ~0 \ , ~
W-86 S 89 54 40 W 8.25 ~ Q \
W 87 S 39 08 25 W 3.05 ~ , _ ° „ ~ \
W 88 S 89 54 40 W 16.5 I L_6 F BARN - o ~ ~ , UP Q
W 89 S 50 40 38 W 31.97 .a ~y ~ ~ O6
W-90 S 15°08'07"W ~ i .43' v / _ ° „ ~ L5 ~ S-152 c!~ -152
W-91 N 39° 19 05 W 13.05 0 ~ cur ° ° „ ~ / .WELL ~ W-92 S 89 54 40 W 24.76 ~ -
, „ ~j L 4 IPONa - f o W-93 S 58 25 37 W 19.36' ~ ~ + ~ ~ o
W-94 S 22°07'02"W 21.84` ~ L-3 +SFU ~ o~N N~
° , u , ~ f - S 15 08 07 W 143 ~ _
° „ ~ L 2 W-96 S 39 08 26 W 13.05 i
° „ ~ L_I W-97 S 1 1 37 29 E 41.28 ° „ o ~
W-98 S 15 08 07 W 31.43 ~ S 89 18 51 W 876.93 '
W-99 S 00°05' l9' E 10. I I' ~ ~ ' ° „ ~ i
W-100 S 58 36 17 E 19.36 ~ ly,~'~•.,.~ S -135
W-101 S 58°25'38"W 38.72' /4~~~... ,.-S-135
W-102 S 67°42'08"W 26.75' ° ~ W- 103 S 00 05 19 E 20.22 f ,
° „ S-113 ~E W-104 S 00 05 19 E 40.44 w~ w
W-105 S 73°03'49"E 34.53' W X33 0 v, X33 j o
W- 106 S 58°36' f 7"E i 9.36' -
o ~ ~ LARRY P. BRYANT 5-122 W- 107 S 45 29 39 W 57.78 D.B. 2890 PG. 51 O N S-122
W- 108 S 39° 19 05 E (3.05' O
W-109 S 39° 19'06"E 26.10' o N
~ W-1 10 S 22°07'04"W 21.84' O o O ~
W- i l l S I 137 29 E 41.28
W- 1 19 N ~iR°3F' 17"W 14 3R' CA1 I S AI ONG R~~~ RAW 7
W-i 13 S 39°08'28"W 13.05' " W- 114 5 39°08'28"W 39.16' COURSE BEARING DISTANCE
W- 115 S 22° 17'42"E 21.84' L -1 N 30° 17' 18"E 34.67'
W-1 16 S 67°52'47"E 26.75` L-2 N 27°45' t o"E 50.58'
W- i 17 S 09°21'45"E 51.22' L-3 N 26°15'45"E 50.67' .
W-1 18 S 22° 17'42"E 21.84' L-4 N 24°36'06"E 50.95'
W- 119 S 67°52'47"E 26.75' L-5 N 22°48'31 "E 51.09'
W-120 S $9°54'4 I "W 8.25` L-6 N 20°33'24"E 51.42' control i 520.g0~
W-121 S 39° (9'07"E 26.10' L-7 N 17°29'54"E 51.62` corner , „ L-8 N 14°29'27"E 51.55` ' 0 <
W- 122 N 67°42'09 E 26.75 ° ~ N 88 i _ 6 46 W o L 9 N I{ °30 56 E 51.45
W-123 S 22 0704 W 21.84 L-i0 N 090541E 51,17' control
W- 124 N 89°54'4 I "E 8.25' L- I ! N 06°52' 13"E 51.05' corner
W- 125 S 00°05'20"E 20.22' L-12 N 04°59' 14"E 50.65' W- i 26 S 58°36' I $"E 19.36' L-13 N 04° 14' i 6"E 50.36' LUCILLE M. COLLINS
W-127 N 89°54'40°E 16.51' L-14 N 03°35;26;;E 50.49' D.B. 712 PG. 566
-1 8 S 67°52'48„E 26.75' L-15 N 03°46 29 E 249.69' W 2 L-16 N 04°41'01 "E 99.40'
W- 129 N 89°54 40 E 24.76 L- 17 N 05°48'29"E 99.67'
W- 130 S 00°05'20"E 30.33' L-18 N 05°53'23"E 99.99'
W- I3 i S 89°54'40"W 16.51 ` L-19 N 05°59'06"E JOO.Oi'
W- i 32 N 39° i 9'08°W 13.05' L-20 N 05°49'39"E 99.93`
W-133 N 67°52'48"W 26.75' L-21 N 06°OO'00"E 99.94' ,
W- l34 S 89°54'40"W 16.5 i' L-22 N 06°10'35°E 99.40'
W- 135 N 58°36' 18"W 19.36' L-23 N 07°55,14"E 97.63' p L-24 N 15°04 L I E 108.2 i'
W-136 S 5$ 25 39 W 19.36 L-25 N 69°22'50"E 66.35'
W- i 37 N 09°21'46"W 51.22' L-26 N 67°34' 14"E 50.70'
W-138 S 50°40'4 i "W 31.97` L-27 N 66°47'08"E 50.31' W-139 N 00°05' (9"W 20.22' L -28 N 66° 11'56"E 50.25'
u~-14n n1 3g°i9'~"uu 38,16' L-29 N 65°56'53"E 50.31'
_ o ~ I+ 7 + L-30 N 64°54'03"E 50.63' W 141 N 65 25 08 W 2.67 ° ,
W-142 N 16°56'04"E 84.59' L-31 N 63 24 59"E 51.14
p L-32 N 60°38'30"E 51.46' W-143 N 39 19 05 W 39. f 6 L-33 N 57°45'54"E 51.20'
W- ! 44 N 39°08'28"E 52.2 I' L-34 N 56°02'32"E 50.81'
W-145 N 07°39'37"E 61.22' L-35 N 53°58'35"E 150.63'
W-146 N 05° 16' i 9"W 91.37' L-36 N 53°56'09"E 50.09'
W- ! 47 N 28°28' 14"E 34.53' L-37 N 53°20'50"E 50.02'
W-148 N 00°05' 19"W 60.66' L-38 N 53°29'41 "E 100.07;
- 4 N I ° '0 " 72.6 ' L-39 N 53°22'20"E 50.34 W 1 9 3 13 8 W 7 L-4o N 52°! I' 04 WETLAND 0 „ 55 E 5 . 5 L CATION SURUEI' SURVEY FOR
W-150 N 44° 19 28 E 70.77 L-4I N 5!°35'06"E 50.50'
W- 15 I N 39° ! 9'04"W 39.16' L -42 N 49°4 I '37"E $6.35' ° 1 11 1 ° II W- 152 N 89 54 4 f E 24.76 L-43 N 74 39'32 E 70.52' TTY BOARD
W- 153 N 58°36' l 6"W 58.08' L-44 S 15°04' I I "W 75.34'
W- 154 N 39° 19'04°W 78.31' L-45 S 07°55' 14"W 102.29'
W-155 N 39° 19'03"W 13,05' L-46 S 06° 10,35"W 100.40' ~ 'ION
p L-47 s o6°0000"w 100.08' GRAHAM WOOD TRACT W- 156 N 63 59 I i ,W 45.96 L-48 S 05°49'39"W 99.98'
W- 157 N 22° 17'39 W 43.68' ° " DEED BK. 46 17-729 ~ 45 I -34 ° L-49 S 05 59 00 W 95.46' 451-341
w-158 S 50 40 40 W 31.97 HOLLY SPRINGS TOWNSHIP HIP
W- 159 N 80°09'47"W 58.66' I _ ° WAKE COJNTY NORTH CAROLIN H CAROLINA
W- i 60 N 82 20 17 W 74.97 ° I+ PIN ~ 0648.01-46-4 162 ~ 53- 62 8 53-4288
W- 161 N 62 23 29 W 65.26
w-162 N 76°19'23"w 42.49' SCALE : I " = 150' -FEBRUARY =EBRUARY 25, 2003
W- 163 S 79°59' i 4"W 58.66'
W- 164 S 67°42' I 0"W 26.75' i, BENTON W. DEWAR, PROFESSIONAL LAND SURVEYOR W- ! 65 S 65° 14'32"W 72.67' N0. 1-3040, CERTIFY
W-166 S 79°59' 15"W 58.66' THAT HIS PLAT IS of A SURVEY of ANOTHER CATEGORY SUCH AS
W-167 N 50°51'12"W 31,97' THE RECOMBINATION OF EXISTING PARCELS, A COURT ORDERED SURVEY '
p . „ . OR OTHER EXCEPTION HE DEFINITION OF A SUED I V I S I ON. 150 ~ 150 300 W- 168 N 39 18 59 W 117.47 300 450
- p „ c~- T W 169 N 81 22 57 W 66.80 ~
-170 S 89°54'46"W (6.51' I GRAPHIC SCALE -FEET -
W-17 I N 76° 19'20"W 42.49' BENTON W. DEWAR NCPLS 3040
W-172 N 73°03'42„W 69.06'
W-173 N 63°59'05"W 45.96' ~'~ev..
W-174 S 63°48'40"W 45.96' I, BENTON W. DEWAR CERTIFY THAT THIS PLAT WAS DRAWN UNDER q~~`~</~ ~'r''~5~`"S~ ~~4 o MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY 0 fOfrE 9.9~ C
w 175 N 70 47 55 W 61.22 ~ , BENTOTd W. DEWAR AND A~ o SUPERVISION: THAT THE RATIO OF PRECISION IS I:fp _ ~ Q~ ~ ; ~ : AND ASSOCIATES
W-176 N 78 32 55 W 50.55 THAT TH BOi1NDARI S N R ARE A R>~~ IN S _ ~ E E OT SU VEYED SHOWN S B KE L E y.~, ~C „ PROFE?~SIONAL LAND SURti 9D SURVEYORS
W-177 N 65°24 58 W 72,67 PLOTTED FROM INFORMATION FOUND IN BOOK Eli ~ ~ - o PAGE THAT THIS PLAT WAS PREPARED IN ACCORDANCE ~'f ~i w 178 N 72 53 18 E WITH G.S. 47-30 AS DED. WITNESS MY ORIGINAL SIGNATURE 0 5920 I-yONEYCUTT ROAD ROAD
34.53 ~ ~r~ _ o LICENCE NUMBER AND SE THIS _ DAY OF __~4 ~L._____ 20~~ ~bUt~ W 179 N 78 22 32 E 50.55 ~ ~
HOLLY SPI~IN GS NC 2"75 1C 27540 03-14L
~ _ ~ BENTON W. DEWAR, NCPLS 3040 PH. 1919 -552-9813 -98t3 WOOD I \03\600
REVISED 4i6i03 WETLANDS LAYER 5
1

CHERRY HUfFMAN ARCHITECTS PA
135 E, Martin St., Suite 101
Raleigh, North Carolina 27601
919.821.0805 z 919.811.0720 F
www.cherryhuffman.com
SEALS
EROSION CONTROL C ONSTRUCTION SEQUENCE
(FOR SEWER ACROSS WETLANDS)
Existing 12" DI ~ x ~ , .1 ii _ ~ ,~uureNp?
~ ~ San. Sewer ~ f x ~ , t \ 1~ \ I ' ~ 1. CLEAR SITE ONLY AS NECES ~ y SARY T , ~ 0 INSTALL EROSION CONTROL DEVICES N ~
1 , ~ / ~ / 'ti ~ AS INDICATED ON THE DRAWINGS. INSTALL TEMPORARY EROSION CONTROL p
I ' \ / t ~ ~ r DEVICES AS SHOWN ON PLANS. ~ ; ~ Id n ~ ~d Fie Q
#t ~ ' 1~r 2. NOTIFY ENGINEER AND N _ ..-y CDENR, LAND QUALITY SECTION AT [phone] Z5
/ ~ .~t~~. ~,,..-E` ~ ~ FOR SITE INSPECTION PRIOR TO COMMENCING MWN CONSTRUCTION ? c
~ rte..- ~ OPERATIONS. ~ p
EXISTING MANHOLE ~ ~ I ~ + / Proposed rreeline ~ `ti~^~
STA 9 98.31 * ~ - ;,~,,..-:r ~ 3. ONCE EROSION CONTROL DEVICES ARE APPROVED, BEGIN CONSTRUCTION ~,~u~+~ . y. ,
173 17 30 / ~ * PROVIDE TEMPORARY PLUG TO EX. ~ OPERATIONS. CLEAR ONLY AS NECESSARY FOR INSTALLATION OF SEWER y ,~.:-t ~ . , ~ ACROSS WETLANDS. {MAX CLEARING LIMITS ARE 5'-0"
~ ~ f SEWER DURING CONSTRUCTION. DO ~ ~ ~ ~ EITHER SIDE OF - , ~ PERMANENT EASEMENT.) ~ ~
\ NOT REMOVE PLUG UNTIL APPROVAL l y.. ~ ..--r"~ -
\ ~ FROM THE T WN ~ ~ t ~ ~ , ~ \ 0 OF HOLLY SPRINGS ~ NEW 2 PVC - - ~ ~ 4. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING INSTALLATK)N
~ ; AND THE ENGINEER HAS BEEN RECEIVED. ~ / FORCE MAIN x \ + ~ 1 s N OF GRAVITY SEW R.I 1 1 _ ess E NSPECT DEVICES AFTER EVERY RAINFALL EVENT AND
\ ti 8EL0 v';'va ~ ~ ~ ~ \ FINISH 1 x 1 c0 ~ CLEANOUT TRAPS AND/OR CHECK DAMS WHEN HALF FULL.
• ~ ~ ~ ED \ ` / ~ SUBGRADE) PROP r1 y x,% PROPOSED . ~ O 8 , , x~%~ 5 AS CONSTRUCTION PROGRESSES, INSfiALL ADDITIONAL EROSION CONTROL
\ / \ ~ , ~ AN. y. :a xi 0 AN. SEWER x ~ DEVICES AS INDICATED ON THE DRAWINGS, CALLED FOR IN SPECIFICATIONS,
1 ~ . / I Ex. Treelrne ~ x OR AS DIRECTED BY ENGINEER. `x~x N
/ 'x \ / " ~ NEW 2 PVC \ / ,e / x~ x x.. z
\ ~ PROPOSED 8" ~ Ex. wetlands 1 DOMESTIC ~ ~ x~ 6. STABILIZE AREAS WITHIN FIFTEEN (15) WORKING DAYS AFTER CROSSING IS x~ Cn CONSULTANTS
~ SAN. SEWER 1 WATER LINE \ ~ ~ x ~x~~ - COMPLETED. STABILIZE WITH VEGETATION AS SPECIFIED IN THE WETLANDS ~ > PERMIT.
\ ~ 1 \ JI
. ~ 1 1 , i ~ - ~ LANDSCAPE ~ CIVIL - 7. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY THE ENGINEER. UPON
1 \ / 1 / ~ McNeel APPROVAL OF SITE STABILIZATION, REMOVE TEMPORARY EROSION CONTROL y Assocrates
\ ; / ~ / ~ • • MANHOLE N . ~ ~ 0 6 ~ DEVICES, DRESS OUT AREA AND SEED AND MULCH. 5501 McNeety Drive
1 i ~ i~ + Ralei h NC 27612 _ STA. 22 93.40 t~ g e ~
\ ~ ~ ~ \ ~ ~ 204 13 48 919.782.9677 z i
• ~ \ ~ NOTES
~ \ ~ ~m ? STRUCTURAL
~ \ ~ ~ ~ ~ f, ~ ~o ~ ~ CONSTRUCTION TIME THROUGH WETLAND SHALL BE MINIMIZED. Lasater Ho kin: Chan ~ ~ P ~ g
\ \ ~ \ ~ CONTRACTOR SHALL BEGIN CONSTRUCTION IN WETLANDS ONLY 1 I WH N R 015 Wade Avenue
\ ~ ~ ~ ~ , ~ ~ ~ E D Y PERIODS OF WEATHER IS FORECAST. Raley h NC 27605 MANHOLE N0.5=
~ \ \ i , ~ I 1 I 919.832.5587 z STA_ 21*22.84
\ ~ I ~ \ 40' MAX. CONSTRUCTION LIMITS PROPOSED 81 D.I. , ~ X245°46'12"
\ ~ ~ 1 ~ ' (USE ONLY AS NECESSARY) ~ WATER MAIN 1 ~ ~ PLUMR MECH 8 ELEC 1
\ `k, ~ ~ I The Wooten Company
\ ~ / ~ ~ 1 ~ ~ ~ . GENERAL NOTES 1 120 N. Boylan Avenue
i / , ~ Ralei h NC 27603 8~
\ ~ , ~ ~ / ~ , ' 1. MAINTAIN FULL DEPTH. ON SEWER SERVI 919.828.0531 T t CES TO ENSURE
I / 20' TOWN F H \ MANHOL N ~ 0 OLLY SPRINGS ~ E 0 3/ ~ ~ ~ BUILDING SEWER CAN MAKE CONNECTION PROPOSED
PERMANENT UTILITY EASEMENT \ ~ ~ 3 ~ ~ \ t .STA. 18+68.70 ~ o n ~ ~ HIG CIVIL ENGINEERING H SCHOOL
\ ` 790 LF OF PROPOSED 8" ~ ° ~ ~ \ ~ 233 51219 ~ a~ ~ ~ ~ ~ The Wooten Company
' ~ SILT. FENCE SAN. SEWER ~ / , ' a FFE•455.0 120 N. Bo tan v y A enue
\ ~ ~ ~ / \ \ ~ _ _PROPOSED 6 /D.I. ~ Raleigh, NC 27603
~ / ' ~ ~ , ~ ~ ~ WATER MAIw ~ 919.828.0531 z
•_4".. \ / \ MANHOLE N0.1 1 Propos d Treeline MANHOLE N0.4= _ INTERIOR OF MANHOLE SHALL BE .COATED WITH
_ KOPPERS "SUPER SERVICE BLACK" WITH A TOTAL STA. 19.62.81
STA. 13 91.72 ~ ~ ~ ~ 124° 45' 4" / ~ 90° 00'00" DRY FILM THICKNESS OF 10 MILS. TOUCH UP ALL
. J o NICKS AND SCRATCHES.
t ,
'r~•
I I 20' TOWN OF HOLLY SPRINGS I ,
PERMANENT UTILITY EASEMENT ~ I MANHOLE N0.2 Servic
~ + n~ ~ Cour Service Court
STA. 17 98.92 LEQ A ~ ~ ~ STA 30+OOAO LEG "B" - ~
1 ~ 102° 48'35" I x ~
~ CO CO
/ ~ ~ • 0~
~ ~ x ~ o ~ ~ , 0
~ x ~ ~ ~ x ` ` ~ , . ,
LEG ..8.. 50 25 0 50 100 1 50
SEE SHEET C109)
SCALE '
HORIZ=1"-50'
VERT:1"-5'
- - - I
. - _ _ _ i
47 - - - ~ - - _ - - 0
470
465 -
- - - _ - 465
4 _ - _ _ - - _ _ _ - . _ - 60 - -
- - _ ~ PRO ECT 1 460

_ Hnlly Snrina~c
455 _ Hig h School
- - - - - - - _ _ _ _ - _ _ _ 7n 455
-Cy _.w.. _ CLIENT
450 - ~t - - -
- 450 Wake County
2$-t 6F- --DI-S AR (-SEWER 6 - - - - - - - 6RRIN - rofi - - - = - - - Board of Education
445 - - SAN'
PROJECT NUMBER:
_ 445
AQr T__ - - DD _ _ _ _ 0308 - - r ' SQ - - - - - - - - _
T-TE PHASE: 'w r% I co
-.SR. 440 1 _.-.A- - _ # -R Release for Bids PON
F-v
- 440 DATE:
11.07.03
Wb.
-3 -1- DRAWN BY: TK
_ -0 435 s-SHOwu- T-ID iH 1NAl # fi. ----14 5
CHECKED BY: WBI
430 - - _ - - _ - _ - _ • - - 430 REVISIONS
- no. revision date
25
10+00 11+00 12+00 13+00 14+00 15+00 16+00 = 425
17+00 1~ 18+00 19+00 20+00 21+00 22+00 23+00 24+00
SANITARY SEWER
PLAN & PROFILE